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Land Development and Planning Project Files_4121 S. Ocean Blvd._20110928_Application No. 027908TRANSMITTAL FORM F REVIEW & REQUESTED ACTION BY PLANNING BOARD Transmit to: Michael Desorcy, Building Official Date: September 28, 2011 Applicant/Owner: Jaime M. Plana, Architect/ Amgad Girgis Property Address: 4121 S. Ocean Blvd., Highland Beach, FL 33487 Property Control Number: 24-43-47-04-00-006-0030 ® Preliminary Review: Site plan review of a new single-family residence, two living floors, basement garage and roof deck, approximately 11,000 gross square feet, concrete construction on pilings. ❑ Final Review ❑ Amended Site Plan Review ❑ Other: THE PLANNING BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED JULY 13, 2011, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: ❑ Denied ❑ Recommendation to Approve (plans attached) ❑ Approved with Modifications (as noted): ® Other: Approved subject the approval of the Florida Department of Environmental Protection permit. PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., ISSUE PERMIT, TRANSMIT TO TOWN QQ IVISSJON- ; RAT JRN� TwO APPLICANT, ET. Carol Stern, Chair IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: N/A CLERK'S OFFICE USE ONLY. Reviewed by Planning Board: 10/1.2/2011 Transmitted to Building Department: 10/17/11. Transmit To: Valerie Oakes, Deputy Town Clerk Date: September 28, 2011 Application No: #027908 Applicant/Owner: Mr. Jaime M. Plana, Architect/Mr. & Mrs. Amgad Girgis, Owners) Property Address: 4121 South Ocean Blvd., Highland Beach, FL 33487 Submit Application: Planning Board Description of Application: Site Plan Review, Construction of New Single Family, RS Zoning District REH8EIAI G8!lEP1 TO SUBJECT PROPEYY ❑ Preliminary Review Final Review: ❑ Amended Site Plan Review ❑ Other: THE BUILDING OFFICIAL HAS REVIEWED THE ABOVE MATTER DATED, September 28, 2011, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: ❑ Nans meet Town of Highland Beach Zoning and other governmental agencies requirements. Plans meet Town of Hig and Be h Zoning requirements; however, approvals are pending with other governmental agencies.��P ❑ Plans do not meet Town Highla Beach Zoning requirements. RECOMMENDATION: The Building Department has reviewed the plans submitted by the Architect, Jaime Plana, and found that the proposed design and construction, complies with the requirements of the Town of Highland Beach Zoning Ordinances. The Building Department recommends approving construction of SFR per submitted design/plans. PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., S E U E EAR , TRANSMIT TO QUASI-JUDICIAL BOA ,,jFTCnr ., Mic ael Des cy, it ing Official . ........................................................................... ................................... ................................................................................................... LL.:m,Ra:-�.,tiz:.ry�^tk,:.lx3�!iM1ri fi'Wis.:k!fM'.r"i3`ter!".!i3s,Graf+`mw�Y'......................... CLERK'S OFFICE USE ONLY: Date Received: Date of Workshop Meeting: Date of Hearing: H n P" E R M IT v, of "'M land Beach _eallion for nne clan. Review 027908 Planning Board Meets the Second Wednesday of the month at 9:30AM.NUMo ER Application must be received no later than 3 weeks prior to meeting. Site Plan Review Fee is $200.00 for a regular meeting. Submittal Requirements are listed on reverse. Property Location: Street Address: 4121 SOUTH OCEAN BOULEVARD, HIGHLAND BEACH, FLORIDA Block: 003a Lot:36 Subdivision: 00006 Property Control Number: 24 43 47 04 006 001 36 Owner Information: Owner: MR. & MRS. AMGAD GIRGIS Address: 9254 Savona Winds Drive, Delray Beach, FI 33446 Telephone: (954) 794-0221 Fax: Applicant Information: (if same as above so indicate) Applicant: JAIME M. PLANA, AIA, LEED AP, ARCHITECT Address: 1053 SW 12 ST, BOCA RATON, FL 33486 Telephone: 561.827.5841 Fax: ARCHIPLAN@AOL.COM Architect / Designer Information: if same as above so indicate) Architect: SAME AS ABOVE Address: Telephone: New Construction: X Fax: _ Addition: 4Demolition _ Boatlift/Dolphin: �05. YA 1 AAA 1:1 IN 11 MM PILINGS Date rlI ;I I Applicant Signature: Request For: Meeting on: Application # Preliminary Review: _ Final Review: Amended Site Plan: Other: _ Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. Plans meet Town of Highland B� ch Zoning requirements, however approvals are pending with other governmental agencies 1-1 Plans do not meet Town of Highland Beach Zoning requirements. n Building Department: HAFormslPlanning Board Ap; Page 9 of 2 TOWN of HIGHLAND BEACH 3614 South Ocean Boulevard Highland Beach, FL 33487-3325 561 278-4540 Fax 561 278-2606 Receipt Record Page:1 Receipt Number: RCPT2011-1229 Date Printed: 9/8/2011 Received From: JAIME MANUEL PLANA Date: 9/8/2011 Reference #: BP-27908 Received By: Carol H. Amount: $200.00 Comments: Fees: FEE2011-3057 Planning Board Fee $200.00 $200.00 Accounts: 001-310.000-341.91 Board Application Fees $200.00 $200.00 Other Fields: ° cp-4 / o Y ;,,c •py�..•. als....vw'r .. � aspr`."-£s�aiuti� '!M uF, YPkf1!'�`.=;TU1i^+7 �s:�w-•^�•vLii'•: :aG 3 0 TOWN of HIGHLAND BEACH 3614 South Ocean Boulevard Highland Beach, FL 33487-3325 561 278-4540 Fax 561 278-2606 Receipt Record Receipt Number: RCPT2011-1229 Page:1 Date Printed: 9/8/2011 Received From: JAIME MANUEL PLANA Date: 9/8/2011 Reference #: BP-27908 Received By: Carol H. Amount: $200.00 Comments: Fees: FEE2011-3057 Planning Board Fee $200.00 $200.00 Accounts: 001-310.000-341.91 Board Application Fees $200.00 $200.00 Other Fields: Cg. 10 f-(� -.._.,........_t-tea„ i Town of Highland Beach Building Department REVISION REQUEST (561) 278-4540 Fax (561) 278-2606 'p' Permit 2 11 o S Date Subini�tFd� Complete Address Where Work is being Done: JUN 9 2013 HIGyLAND_1:zpA , �1 I k 5. o 4iEA•ta $L.0 D . R# erl Company Name: �,v�...�1�,�►-� L..aS+.��-'Tto�.J Contact Person: J�P,yL.o vLti Additional Construction Cost for This Change: $ Explain Revision(s): rry DEPARTMENT Phone: Fax: 2n1- j occ;, Cell: NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please "cloud" revisions to plans and indicate revision date inappropriate place on plans. The plan reviewers may also need the jobsite plans Additional Permits fees may be assessed depending on the scope of the revision. Submitted By: �oo Date Submitted: Z. \( ,. ,'3 Route To The Following Departments: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Plan Rev Office Use Only Addi al Fees: Pages @ $10.00/page - Fee for additional construction Value Date: H:\Forms\Revision Request 12/04 REV:9/05, 11/06, 4/07 Printed 5/22/2012 RECE'NED Permit #: 2 11 O'g Town of Highland Beac Building Department REVISION REQUEST (561) 278-4540 Fax (561) 278-2606 MAR 10 2016 HIGHIANJt BEACH BUILDING DEPARTMENT� Date Submitted: Complete Address Where Work is being Done: -4\2-\ �>. 04.E,,a g>�.v . Company Name: �6 v t-1,"tD Gor, 5'T` Phone: Fax: Contact Person: Cell: 3Z, Additional Construction Cost for This Change: $ Explain Revision(s): 4--T�a��- NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please "cloud" revisions to plans and indicate revision date inappropriate place on plans. The plan reviewers may also need the jobsite plans Additional Permits fees may be assessed depending on the scope of the revision. Submitted By:Date Submitted: 3 Office Use Only Route To Following Departments: uilding ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire ❑ i1 Additional Fees: Pages @ $1 Fee for tlit. co I Date: ' r� Settings\Temporary Internet Files\Content.Outlook\GROD12UC\Revision Request 12/04 REV:9/05, 11 /06, 4/07 N Printed 12/7/2011 Girgis Residence 4121 S. cean Blvd. Town of ighland Beach, FL 3 Permit # 27908� Exterior Fr FD-Ecav D MAR 10 2016 HIGHLAND BEACH BUILDING DEPARTMENT 7 Arched Transom Product Approvals (NOA) Town of Highland Beach (Building Depa 3614 S. Ocean Blvd. Highland Beach, FL 33487 Houlihan Construction, LLC CGC 037722 1715 N. 44th Avenue Hollywood, FL 33021 954-699-6132 ...�.. - _�eelli:tYFt Z�lfle�..'��•�'r .ii`s1' MIAMIDDADE 111tA11I1-DARE COWi TY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND EC0NO1NIIC RESOURCES (RER) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wiviv.miamidade.¢ov/eemiomv SiIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 REY 3 ON SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11300 StormSafe" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-49, titled "S-300 Stor inSafe Alum. Fixed Wdw. (L.M.1.)", sheets 1 through 7 of 7, dated 05/18/07, with revision F dated 11/20/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., beating the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autornatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the. expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A Copy of this entire NOA shall be provided to the user, by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0221.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. t NOA No.14-1212.01 Expiration Date: August 29, 2017 r� Approval Date: March 26, 2015 Page 1 SIW Imuact Windows, LLC. NOTICE OF ACCEPTANCE: .EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 05/18/07, with revision F dated 11/20/14, prepared by Al-Faroo� Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017A, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11)and ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuli, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 alununum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julia E. Gonzalez, P.E. (Submitted under NOA No.10-0715.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Dro2 Seda, P.E. (Submitted under NOA No. 07-0604.05) Manuel P P.E. Product Control "Liner NOA No.14-1212.01 Expiration Date: August 29, 2017 Approval Date: March 26, 2015 E -i SIW Imnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1Co,NTHWEDI 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4111, dated 01/25/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.OS) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P1. (Subnutted wider NOA No. 07-0604.OS) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum. fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Subinitted under NOA No. 07-0604.05) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along witll.marked-up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael.E. Droz— Seda, P.E., (Submitted under NOA No. 07-0604:0# Manuel erez,)P. . Product Control Exai in NOA No.14-1212. 1 Expiration Date: August 29, 2017 Approval Date: March 26, 2015 E - 2 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance. No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t4 Edition (2014), and of no financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HE, TI-07-4110, HETI-07-4111, HE, TI-07-4112, HETI-07-4113, HETI-07-4114 and, HETI-07-4115 issued by Hurricane Engineering Testing Laboratory, Inc., dated 61/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Subinitted under NOA No. 07 0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No.12-0221.08, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.I., approved on 04/26/12 and expiring on 08/29/17. Manuel ei , P.E. Product Contro Ex finer NOA No.14-1212.01 Expiration Date: August 29, 2017 Approval Date: March 26, 2015 E-3 DCW WINO I WIND 0—— 3 YIND0W WIDTH 1 1 WINDOW 1 1 J I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FALSE MUNTINS ;SURFACE APPLIED) MAY BE USED F" MAX. ANCHOR SPACING AT CURVED FRAMES 2" MAX. ANCHOR SPACING AT STRAIGHT FRAMES SERIFS 300 STORMSAFE ALUMINUM FIXED WIND05Y APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. N N 1 o JN N r 3 LLi r7 � pan o C �UaUa � OW ^ ao0 � r vi 3� to r n WINDOWS WITH GLASS TYPE 'Cl' COMPLY WITH v REQUIREMENTS OF ANSI Z97.1. co o s n THESE WINDOWS ARFr RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. r Engr: JAVAO AIUl4D PRODUCT RFVISGD '� 4 0_ r rv_ PEML 70592 m �PT4TnF with (lie Florida CAN. 353E Building Code n Ampiance No L4-L99 •n� g ,S >4yani on Dnto ,.lUtr S £ 2014 0 Fmduct Con r Y+ { drawing o no. 1 W07-49 1/8' ANN. GLASS 3/16" ANN. GLASS 090" Interloyer 090" Interloyer Soflex Clear And Color Glass Soflex Clear And Color Gloss By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/8" ANN. GLASS 31W ANN. GLASS �In�a 1 3IGo LI G== OMY CORNING 995 Ir i DOW CORNING 995 I � 0 3 0uc 7 AT 1/4 POINTS ON LITES W 7 AT 1/4 POINTS ON LRES WIDER THAN 36" WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' 23/64" OVERALL 29/84" OVERALL 1/8" TEMP. GLASS 3/16" H.S. GLASS 1/4" AIR SPACE 3/16' H.S. GLASS 090" Interloyer 1/8' N.S. GLASS Saflex Gear And Color Class 090' Interloyer By 'Eastman Chemical Co.' 090' Interloyer DuPont SentryGics OR DuPont SentryGlas By 'E.I. DuPont De Nemours & Co.. Inc.' 090" Interloyer By 'E.I. DuPont De Nemours & Co.. Inc.' DuPont Butocite PVB - 3/16" H.S. GLASS 9y 'E.I. DuPont De Nemours do Co.. Inc.' 1/8" H.S. GLASS 3/16" H.S. GLASS m Oni 5 Nam, SILICONE n n SILICONE DOW CORNING 995 r= I ,I DOW CORNING 995 DOW CORNING 995 rc 0 3A 0 3A 7 AT 1/4 POINTS ON LITES 7 AT 1/4 POINTS ON LITES "' 7 AT 1/4 POINTS ALL SIZES WIDER THAN 36" WIDER THAN 36' GLASS TYPE 'C' GLASS TYPE 'Cl' GLASS TYPE 7/18" OVERALL 7/18" OVERALL 11/16" OVERALL FOR LOADS LESS THAN OR EQUAL TO 70 PSF Engp JAVAD AHMAD PRODUCTRFVISF.D y ,� MIN. GLASS BITE CAN BE 5/8-. CVIL as complying tvilh the FWde ' -AM2 ag GLASS TYPES A, B & 0. RA. CPE / BuildiCode AN. 353e Accs uuroelJ /Q•/ 1 O/ i''apimlioo pale r„/dp(9 S a o 5 By — Min i adeProductControl^ 19�9 OV 2 4 r W L 3 a NOTE- WIDTH AND LENGTH DIMENSIONS. CAN BE ORIENTED VERTICALLY OR HORIZOMALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr. JAVCMLAO AHMAO PRODUCT REVISED rtA. PE 1792 nsc "PlYing with the#10rida CAN. 3538 �uildtNo ng Code ,`• / ' .Qnrn bk iration Dato U A +� DY Mianl edeHoducLCOnUo 642 0 tQ fIfFFF�y1ii( 6 Ij`j Q, 7[ h fd 31 �y 9 h Q 6 o F$t a to(� Z 111 a ii a I a a o v ' , DESIGN LOAD CAPACITY - PSFoNi WINDOW DIMS. CLASS 'A' TYPE GLASS TYPE GLASS TYPE GLASS TYPE GIAM TYPE WIDTH LENGTH E7TT.(+) INT.(-) EXr.(+) 84r.(-) EXT.(+) INT.(-) EXr.(+) INT4-) EXT.(+) 1-(-) 26-1/2- 32" d7' 42- 48' 53-1/8' 28. 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60A 60.0 60.0 70.0 70.0 _ 90.0 130.0 60.0 60.0 60.0 60.0 _ 60.0 60.0 70.0 70.0 90.0 130.0 _ 60.0 60.0 60.0 60 A_ 60.0 60A 70.0 70^0_ _ 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 _ 90.0 130.0 60.0 60A 60.0 604 60.0 60.0 70.0 70.0 M0 130.0 60.0 60.0 60.0 60.0 26-112" 1. 37" 1. 48" 53-Va" 38-3/8' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60-0 60.0 700 . 70.0 90.0 130.0 60.0 60.0 _ 60.0 60.0 60.0 _ Bolo _ 70.0 70.0 solo 130.0 60.0 60.0 60.0 80.0 _ 57.9 57.9 - 70.0 70.0 90.0 130.0 60.0 _ 60.0 60.0 60.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0- 60.0 60.o 26-1/2" 32" 3T 42" 48" 53-1/8' 50-5J8' 80.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 b0A 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 _ %O 60.0 60.0 529 52.8 70.0 70A solo 130.0 Bolo 60.0 60.0 60.0 �-- 29 �xx ? n Vt N vi . J N r 3 Lij M 0 Q M Z to U t N d U m N J N 1- to � - - 7040 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 $9.4 _ 59.4 26-1/2' 32" 37" 42" 48' 53-1/8" 6r 60.0 60.0 70.0 70.0 _ _solo 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 1 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 7010 90.0 130.0 60.0 60.0 60.0 60.0 - - - _ 90.0 130.0 60.0 60.0 - - 26-1/2" 1- 37' 42' 48' 53-1/8- 74-1/4' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 _ _ 70.0 70.0 _ 90.0 130.0 60.0 60.0 60.0 704 90.0 130.0 60.0 B0.0 60.0 _60.0 60.0 - ---- - -- 70.0 70.0 90.0 t30.0 60.0 60.0 - - - 90.0 130.0 60.0 60.0 - _ _ - _ 9D.0 130.0 60.0 Bob _- _ 26-1/2- 32- 37' 42" 48" 53-1/8" 78" 60A 60.0 70.0 70.0 solo 13" 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 MO 90.0 130.0 60.0 60.0_ 60.0 _ 90.0 130.0 60.0 60A _60.0 4 o 4i G � «r u - - - - 90.0 130.0 60.0 60.0 - - - - - - 90.0 130.0 60.0 60.0 - -„ 26-1/2' 32' 37" 42' 48" 53-1 8' 84' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - 70.0 70A solo 130.0 60.0 60.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 - - - - 90.0 130A 60.0 60.0 - - - - _ 90.0 130.0 60.0 60.0 - 90.0 129.4 60.0 60.0 26-1/2" 32' 37' 42- 53-IIW 96' 70.0 70.0 90.0 130.0 60.0 60.0 60.0 _ 6010 - - 70.0 70.0 90.0 13010 60.0 60.0 60.0 60.0 90.0 130.0 60.0 60.0- - - o 2 - - - - MO 128.6 60.0 60A - - _ 90.0 119.5 60.0 60.0 - - g W o 90.0 1 111.8 60.0 60.0 26-112' 32" 37' 42" Ica' - - 00.0 130.0 60.0 604 - - n c �2 s N• It - - - - Bolo 130.0 60.0 80A - - - - - - 90.0 130.0 Solo 60.0 - - - - - - 90.0 122.5 60.0 60.0 - - 26-1/2 32" 42 120' _ _ _ _ solo 130.0 Bolo 60.0 - - - - - - _ 90.0 130.0 60.0 60.0 - - 90.0 130.0 60.0 BOA - - C� drawing no. W07-49 sheet 3 Of % _ _ _ 90A f 12.4 60.0 B0.0 - - 26-t/2" 32' 37' 126' - - - - solo 1J0.0 60.0_ - - - - 90.o 60.0 t10.0 - - solo 130A 60.0 60.0 - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3 G. U WINDOW DIMS. GLASS 'A' TYPE CLASS 'B' TYPE GSA33 "C' TYPE GLASS 'CI' TYPE CLASS •D' TYPB WINDOW DIALS. GLASS 'A' TYPE CLASS 'B' TYPE GLASS 'C' TYPE GLASS TYPE CLASS TYPE WIDTH LENGTH EM.(+) INT.(-) EM.(+) NR.(-) EM.(+) INT.(-) EXL.(+) 03T.(-) EM.(+) WIDTH LENGTH EM.(+) wr.(-) EM.(+) IM.(-) EM.(+) INL.(-) EXT.(+) wr.(-) E%f.(+) In -) O /1 Q: a 24' 30' 38' 42" 48" 54' 60' 66' 72' 78' 84' e6' 36. 60.0 6010 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24" 30' 36" 42' 48 54' 60" 66" 72" 1. 96 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60.0 60.0 70.0 _ 70.0 90.0 130.0 60.0 601D 60.0 60.0 - 70.0 70.0 90.0 130.p 60.0 60.0 60.0 60.0 $0.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 _ _-_ - - - - 90.0 130.0 60.0 60.0 - _ _ -___ 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 _ - _ - - _ - 90.0 128.6 60.0 60.0 IN NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT RF_YISFD oS com d sCock h tlro Floll•+�13ufWirt ,1!O72' No fW'f41P_epimttal Dat978' r ( Mienli ndc Product Con Engr 3AVAO AHMAO ilA. PC % 70592 CAN. 3538 014 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 Cam 60.0 - - - - 90.0 119.5 60.0 60.0 - - 60.0 60.0 70.0 70.0 _ 90.0 130.0 60.0 60.0 60.0 60.0 - - - 70.0 70.0 - - 604 -- -- 60.0 70.0 -- Mo 90.0 130.0 60.0 60.0 60.0 60.0 -_ _ - _ - _- - _ 70.0 70_0 - - - 70.0 70.0 60.0 60.0 60.0 60.0 - - - - 70.0 '.`70.0 -_ - - - - _ 70.0 _ 70.0 60.0 60.0 60.0 60_0 - _ - _ - - 70A 704 - - - - 70.0 70.0 60.00 60.0 60.0 60.0 - - - 69.6 69.8 - - - - 70.0 70.0 60.0 60.0 60.0 60.0 24" 30' 36' 42' 48' 54' 60' 88' 72' 108" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - - - 70.0 70.0 60.0 60.0 - - - - - 90.0 130.0 60.0 60.0 - - 24' 30' 38' 42' 48" U. 1. 66' 72" 84' Be �. __ 60A _80.0 70.0 70.0 90.0 130.0 60.0-., 60.0 60.0 .._„_ -_ - - - 90.0 130.0 60.0 60.0 - - SOA 60.0 70.0 70.0 _ 90.0 130.0 60A _60.0 60.0 60A Bolo - - - - _ 90.0 122�5 60.D 60.0 - - 60.0 60.0 70.0 70.0 90.0 130.0 00.0 60.0 60.0 60.0 - - _ _ - - 70.0 70.0 - - - 52.9 52.9 70.0 70.0 90.0 130.0 _ _ 60.0 60.0 60.0 60.0 70.0 70.0 _ _ 46.3 46.3 MO 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 _j 3 p X 1W N � m I V N J N N n d' Q Q M ?i W a I-m V U Z ¢ < aQ U Go N N v N rl O _ _-_ - 70.0 70.0 90A 730.0 60_0 60.0 60.0 60.0 - _ - - - - 70.0 70.0 - - 70.0 70.0 _ 90.0 130.0 6" 60.0 60.0_ 60.0 - - - 69.8 69.8 - - - - - - - - 70A 704 60.0 60.0 - - 24" 30' M. 42' 48' 54' 60' 120' - - 70:0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - - - - 704 _ 70.0 60.0 60.0 - - - - _ ---_. 90.0 130.0 80A 60.0 - --- 70.0 70.0 609_ 60.0 90.0 130.0 60.0 60.0 - - - 70.0 70.0 60A 60.0 - - - - - - 90.0 t 12A 80.0 60-0 _ _ - _ 70.0 70.0 60.0 60.0 - - _ _ _ _ _ 70.0 70.0 _ 24" 30' 36" 42' 48' 54' 60• 66" 72' 78' 84' 68' 60. _60.0 60.0 60.0 60.0 70.0 70.0 904 130.0 60.0 60.0 60.0 60.0 - - - 70.0 70.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 - _ _- - - - 70A 70.0 - - 60.0 60.0 70M 70.0 90.0 130.0 60.0 60.0 60.00 60.0 24" 30 36' t2' 48' 54" �- t26' - - - - 90.0 130.0 60.0 60.0 60.0 60.0 _ -_ - 70.0 70.0 90.0 130.0_ 60.0 -80A -_60.0 - - - - 90A 130.0 60,0 60.0 - - - 70.0 70.0 90,0 _ 1}0.0 _60.0 Bolo 60.0 60.0 60.0 - - - - 90.0 t30.0 60A 60.0 - - - - _-_ - _-_ -- - 88.5 127.9 59.0 59.0 - - - - - 70.0 70.0 - - - - - 79J _ 115.1 53.1 53.1 - -__ - _- - - 70.0 70.0 - _ - -K70.0 - 70.0^ 70.0 53.1 53.1 - - - - - 70.0 70.0 - _ _ _ 70.0 70.0 53.1 53.1 _ _ _ _ _ _ 70.0 70A _ _ _ - - 70.0 _ 70.0 _ 53.1 53.1 24' 30' 36 1.70A 49' 54' 1�, 70.0 70.0 60.0 60.0 70.0 70.0 53.1 53.1 70.0 70.0 60A 60.0 0 g - - - 70.0 70.0 - - - - - 70.0 70.0 60.0 60.024' 42" 48' 5,v 60' 66" W___ 72. BOA 90.0 70.0 90.0 130.0 60.0 60.0 60.0 - 70.0 - -30' 60.0 60.0 70.0 90.0 130.0 60.0 60.0 60.0 _60.0 60.0 - - - - 70.0 70.0 - -36- - 70.0 90.0 130.0 60.0 Bolo 60.0 60.0 - - - - 70.0 70.0 - - - - - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24' 30" 36" 42' 48'70.0 54' 1�. - - - - 70.0 70.0 60.0 6000 - - - -_ - - 90.0 130.0 60.0 60.0 - - - - - - 70.0 70.0 604 60.0 - - - - - 88.5 127A 59.0 59.0 - - - _ - - - 70.0 70.0 60.0 60.0 - - - - - 79.7 115.1 53.1 53.1 - - - - - - 70.0 70.0 - - - - - - 70.0 70.0 48.3 4&3 - - 70.0 - - _ _ c-84' oo d. o R 21 - - - 17.0 70.0 70.0 - - - - - - - 70.0 70.0 - -Acceptaucc - - - _ 70.0 70.0 - - - - 24' 30' 36•144" 42' 48' 5t' - - - - 70.0 70.0 60.0 00.0 - - - - - 70.0 70.0 - - - - - - - - 70A 70.0 60.0 60.0 - - _ 70.0 70.0 _ ___ ----70.0 MO _ _ _ _ 24' 70' 38" 42' 48' 54" 60' 667 72' as, 8C 60A 60.0 70.0 80.0 130.0 BOA 60.0 60.0 60.0 70,0 70,0 70.0 70.0 90.0 130.0 60.0 6 o 60.0 60.0 70.0 70.0 _Y �+ - . -� - - 70A 70.0 90.0 /30.0 60A 60.0 60A 60.0 - - _ - - 70.0 70.0 - - - - - - - - 90.0 730.0 60A 60.0 - - 24' 30' 36' 42" 48' 150' - - - 70.0 70.0 60A 60.0 - - - - - - 90.0 130.0 60.0 �.O - - - - - - 70A 70.0 60A 60.0 - - - - - - 88.5 127.9 594 59.0 - - - - _- - 70.0 70.0 - - - - - - - 79.7 115A 53A 53.1 - - - - - - 70.0 70.0 - - - - - 70.0 70.0 - - - - - - - 70.0 70.0 - - - - - - - - _ 7" 70.0 - - - - NOTE: GLASS BASED CAPACITIES ON ASTM ON THIS E1300-09 SHEET (3 ARE SEC. GUSTS). drawing no. W07-49 sheet 4 of 7 69.6 69.6 - - - - 04.6 64.6 - - - - - - - - 64.6 64.6 - - - SEE r__________________�l I MU1M1—DADE COUNTY APPROVED II 1 MULLION & MULLION ANCHORS Ii SEE SEPARATE NOA I1 1 11 1 11 1 11 I 11 TYPICAL ANCHORS, SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA. uLTRACON BY C (Fu—t77 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY /14 SMS OR SELF DRILLING HEWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) §12 SMS. OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL _ DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS t'c — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vim - 2000 PSI MIN. i SEALANTS: v ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. Engr. JAVAD AHMAD PRODUCT REVISED CIVIL as complying with the Florida ' ' FLA. PE j 70592 Budding Code ��Zl2.Qt' CAN. 3538 Acceptamco No ImIlon Dale /r TYPICAL ANCHORS 18Y 1 • SEE El EV By MienddePrduct1WOOD BUCK FOR SPACING 2Ut (/V-5 J m J A pv I 3 J N w J o O<M a z cq cr �w aim N I Arno droving no. W07-49 rn o- �mp o Z n % pa MNMI-DADE COUNTY Ci o APPRM CUPPED MULLION Q u SEE SEPARATE NOA� TYPICAL ANCHORS O. SEE ELEV. FOR SPACING O j off �k I a10io�y�i I I t i--- it J N �I EXTERIOR ' 3 JN w J o WINDOW WIDTH WINDOW WIDTH o Mtn io vi W q v Q an Z U1 .J W l r m TYPICAL ANCHORS S m SEE ELEV. TYPICAL ANCHORS 2 U z 't FOR SPACWC 1/4d NAX SEE EIF/. FOR SPACING p d V m 1/4- MAX. SHIMS 1/4- SHIM SHIM © TYPICAL ANCHORS Mm. eRt 3 n 1v� FOR SPACING rn in rn U F jSEE METAL WOOD W STRUCTURE '° R WOOD STRUCTUR i 8 g Xi �o ay 1 EXTERIOR 1W op eucus a o e H R D.L. OPG. o 0 WINDOW WIDTH S Engr. dAVAD AHMAD PRODUCTREVISED t c CML As complying wilt We Florida i FI C� V292 Ouildb%Coda ACttccptoN01 il-m101 enrow 7Ilk v -- 414 ....I aProduct Controlm drowg no. .1 W07-49 sheet 6 of 7 0 FRAME 050 O FRAME COVER .045 .551551 r .8t� z 17 1177 .at1111 .aso� 7 .2161 .164 1 Q Q GLAZING BE -ADS (7/16" GLASS) .045 .623I y1 .644 .812 .812 I L_ 1.177 �I .050 1.177 .288 .184 --7 GLAZING BEADS (5/16" GLASS) .290 .155� 8 P — T— _I 200 .280 T I 1 j F-063 0 EXTERIOR GLAZING SPACER GLAZING BEAD (INSUL. LAM. GLASS) sc a 1:1 ITEM PART i QUANTITY DP.SCHH TION MATERIAL MANP./SUPPURFVMMARES 1 SIW301 4 WINDOW FRAME_ 6063-T6 2 SIW303 4 _ _ FRAME COVER (OPRONAL) ---_ 6053-T6 _ 3 SIWIO8 4 CIAZING BEAD (7/16- OIASS) ___ 6063-T6 3.1 Si1V,27 4 _ ALT. GLAZING BEAD (7/16' CLASS) _3A SIwt12 4 GLAZING BEAD (5/46' GLASS) 6063-To - 3AA SIW128 4 _ ALT. GLAZING BEAD (5/16" GLASS) 6063-T6 - 3.2 SIWi 17 4 GIAZINC BEAD (INSUL. LAM. GLASS) - 4 110 X 1-1/2' 2/ CORNER ASSEMBLY SCREWS _L7S;AN;TUPR:ENE PH SL15 S 5531 AS RE00. _ EXTERIOR GLAZING SPACER, OUROMETER 70t5 SHORE E CENTRAL PLASTICS 8 5530 AS REOD. INTERIOR GLAZING SPACER, DUROMETER 70i5 SHORE A_ CENTRALPLASTICS 7 2/ LRE SErRNG BLOCK, DUROMETER 8535 SHORE A . �.. tilo'ql*�"-��'��; i t20 .24 a � A58-�I —r O INTERIOR GLAZING SPACER SGtE 1n TYP. CORNER 119TAIL Engr. JAVAO AHMAO PRODUCT RGVISGD � 33 FlA PE 170592 ss c=Pl) lops with IA4 Florida 3 C.A.N. 3338 as Code 'affoo onto Ampt..No14-- D'Z.01 _s k By r 20f Mim„I adc Product C.."o, drawing no. W07-49 e1.v�� lI aoulihan Construction!,. [-[.'c�' GC1 2 27 July 2015 Mr, Michael Desorcy, Building Official Town of Highland. Beach, Building Department 3616 S. Ocean Blvd, Highland Beach, FL 33487 Re: Master Permit # 27908 Girgis Residence 4121 S, Ocean Blvd. Highland Beach, FL 33487 Dear Michael: We have been advised that the FDEP pen -nit (4 PB-I 041) will expire on September 5., 2015 for the above referenced project. As a result, we are planning to submit an Application for a Permit Time Extension to the State of Florida for an additional (4) four months to ensure we have enough time to complete said project. The Permit Time Extension application requires evidence that the building permit issued by the Town of Highland Beach is and call remain in effect throughout the duration of the requested time extension, providing the contractor continues to construct according to the approved plans and FBC (see attached, item "b"). We respectfully request written verification that the above -referenced master permit issued by the Town of Highland Beach is active and will foreseeably remain in effect during the requested time extension. Your thoughtful attention to this request would be greatly appreciated, Sincerel r. Paul J. Houlihan Authorized Member 1 -15 N, 44" Avenue. I follywood, FL,330.21 Phone: �i4 9b 1 -1 852Facsitlffle: 754-201 - 1000, Mob il�: 94-699-5 131 E-mail: February 2, 2012 Ms.`Colora-i-ackson, Engineer Office of Beaches and Coastal Construction Florida Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 300 Tallahassee, FL 32399-3000 RE: The Proposed Residence at 4121 South Ocean Boulevard, Town of Highland Beach, Palm Beach County Dear Ms. Jackson, The Town of Highland Beach has reviewed the proposed site plan for a residence, to be constructed, at 4121 South Ocean Boulevard, Highland Beach, Florida. The review of the proposed site plan illustrated that the project is in conformance with the Town's existing comprehensive plan. In addition, the proposed project, as submitted to the Town, is in compliance with local zoning setback requirements. The Town of Highland Beach wishes to approve this proposed project, subject to approval, in writing, from the Department of Environmental Protection. Please call, if you have any questions. Regards, MICHAEL DESORCY, CBO INDEPENDENT INSPECTIONS LIMITED TOWN OF HIGHLAND BEACH 561.239.0262 cell 561.278.4540 office i Application for a Permit Time Extension Pursuant to Rule 62B-33.013, Florida Administrative Code Email'l'o: C'C ("C �;cfel.State fL o x •` Coastal Construction Control Line Program Division of Water Resource .Management Or Mail to: Florida. Department of Environmental Protection 2600 Blair Stone Road, Mail Station 3522 Tallahassee, Florida 32399-2400 Pursuant to Rule 62.13-33.013, Florida Administrative Code (F.A.C.), a perrnittee may request an extension of the Coastal ; Construction Control Line (CCCL) pe.rrnit expiration date by tiling a written request for a permit time extension. If a timely i and sufficient time extension request .is received prior to the permit expiration date, the permit will be valid until the Department acts upon the extension request. If the CCCL permit has expired, construction is incornp.lete, and no time extension has been requested, then construction must cease until after the time extension has been granted. The Department shall deny a request .for a time extension if shoreline or other conditions have changed so that the project is no longer permissible under Chapter 6213-33, F.A.C.; if the request for a time extension is received by the Department after the permit expiration date; or if construction has not started within a Five-year period following the date of permit issuance formajor structures. 3 If you have questions about the form,. please contact the Department at (850) 245-8336 (ask the operator to connect you with the staff member responsible for time extension requests in the coastal county in which your project is proposed). When received, an approved time extension must be posted as part of the permit. PermitNumber Additional Time Requested PB-1041 4 .Months- January 5, 2016 Name of Authorized Agent for Permit Time Extension Application (if applicable) Address Paul J. Houlihan, Houlihan. Construction, LLC 1715 N. 44th Ave. 3 City Hollywood Stile FL Zip Code 3302.1 Telephone 954-699-6132 Name of owner of Record Address Amgad & Nermeen Girgis 4121 S. Ocean Blvd. City Highland Beach State FL Zip Code 33487 'telephone 561-703-7071. i Please attach the following; items:a. The fee for time extensions, pursuant to paragraph 62B-33.0055(4)(in), F.A.C., is $200 I, for protects that are ecrti.tied by a professional engineer or architect licensed in the State. of Florida to be at least 75% s complete, S500 for projects that are certified by a professional engineer or architect licensed in the State of Florida to be less than 75% complete and above the .foundation, and $750 for projects in which the foundation is incomplete. b. Evidence provided by the applicable county or municipality that the authoriration previously provided by that county or municipality A411 remain in effect throughout the duration of the requested time extension. c. A revised construction schedule indicating that the activity can be completed within the time extension requested. I hereby certify that all inft►r ation submitted with this request is true and complete to the best of my knowledge. ✓ Paul J. Houlihan, Authorized Member, 7/27/2015 Houlihan Construction, LLC l Signature of App cant (Property Owner or Date Typed or Printed name of Applicant (include title and natne of Authorized Agent) corporation or other business entity, if'applicable) DEP Form "s3-113 (Revised 7/04) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION MARJORY STONEMAN DOUGLAS BUILDING 3900 COMMONWEALTH BOULEVARD TALLAHASSEE, FLORIDA 32399-3000 March 18, 2013 Amgad and Nermeen Girgis c/o Douglas W. Mann, P.E. Coastal Planning & Engineering, Inc. 2481 NW Boca Raton Boulevard Boca Raton, Florida 33431 RICK SCOTT GOVERNOR HERSCIIELT. VINI'ARD.IR. SECRETARI' RECEVED MAR 82 2013 LIGHLAND BEACH No Permit Modification Required DIG DEPARTMENT Permit File Number: PB-1041 Permittee Name: Amgad and Nermeen Girgis Project Address: 4121 South Ocean Boulevard, Highland Beach Dear Mr. Mann: This will acknowledge the receipt of your revised set of project plans for the subject site. You have stipulated that there was an error in the referenced datum on the originally submitted survey, resulting in the existing conditions being illustrated as +1.56 feet higher than the Additionally, the deck and bottom elevation of the swimming pool are being revised to +21.o feet (NAVD) and +15.0 feet (NAVD), respectively. This revision does not change the cut and fill volumes as authorized in the permit. Designer Sheet No. Date Project No. Coastal Planning & Engineering, Inc. SP, GP, PV-1 March 7, 2013 6501.96 Avirom & Associates, Inc. 1 of 1 February 20, 2013 8587 Coastal Planning & Engineering, Inc. Sheets 1- 7 February 7, 2013 6501.96 The staff has determined that the alterations do not increase the potential for adverse impact on the beach/ dune system or adjacent property. Therefore, no formal modification of the permit is required. If you have any questions or concerns, or need additional information, please contact me by mail at the letterhead address (add Mail Station 300), or by telephone at 850.921.7757, or by e-mail at Celora.A.lackson@dep.state.fl.us. sous ks n, Per t Manager of ac es nd Co stal Systems Mark Tafhton, Fiek Inspector City of Highland Beach, Building Official 1Y1ili,.dep..41ulPflits Building Department 3614 South Ocean Blvd. Receipt Number: RCPT2016-916 Highland Beach, FI 33487 561-278-4540 Payer/Payee: HOULIHAN CONSTRUCTION LLC " Cashier: Sue Autenrieth Date: 05/24/2016 1715N44THAVE HOLLYWOOD FL 33021 Fee Description Fee Amount Amount Paid Fee Balance Revision To Plans (Per Page) $80.00 $40.00 $0.00 $80.00 $40.00 $0.00 Payment Method Reference Payment Amount' Number CHECK 40$40.00 Total• 4111 Previous Related Payments RCPT2011- 09/08/2011 Planning Board Fee $200.00 BP-27908 1229 RCPT2013- 06/21/2013 Revision To Plans (Per Page) $70.00 BP-27908 1117 RCPT2013- 06/21/2013 Revision To Plans (Per Page) $10.00 BP-27908 1117 RCPT2013- 07/19/2013 Revision To Plans (Per Page) $50.00 BP-27908 1286 RCPT2013- 07/25/2013 PLAN REVIEW FEE $30.00 BP-27908 1344 RCPT2013- 01/25/2013 BLD CODE ADM & INSP SURCHG (CALC) $509.76 BP-27908 150 RCPT2013- 01/25/2013 FL DEPT COMM AFFAIRS SURCHG (CALC) $509.76 BP-27908 150 RCPT2013- 01/25/2013 NEW BUILDING FEES (AUTO) $33,984.00 BP-27908 150 RCPT2013- 10/22/2013 ADDED VALUE (AUTO) $75.00 BP-27908 1971 RCPT2013- 10/22/2013 FL DEPT. OF COMM. AFFAIRS MIN. SUR. FEE $2.00 BP-27908 1971 RCPT2013- 10/22/2013 PLAN REVIEW FEE $130.00 BP-27908 1971 RCPT2013- 10/22/2013 Building Code Administration & Inspection Surcharge $2.00 BP-27908 1971 Fee RCPT2014- 07/24/2014 Building Code Administration & Inspection Surcharge $2.00 BP-27908 1006 Fee Printed 05/24/2016 12:53:00 by Sue Page I of 2 Building Department 3614 South Ocean Blvd. Receipt Number: RCPT2016-916 Highland Beach, FI 33487 561-278-4540 Previous Related Payments a3mo G33z1V&0D ftEIM13TOM•, ffi0 RCPT2014- 07/24/2014 Additional Building Permit Fee For Added Value $48.00 BP-27908 1006 RCPT2014- 07/24/2014 Florida Department of Commerce Surcharge Fee $2.00 BP-27908 1006 RCPT2014- 01/27/2014 PLAN REVIEW FEE $80.00 BP-27908 115 RCPT2014- 01/27/2014 Building Code Administration & Inspection Surcharge $2.25 BP-27908 115 Fee RCPT2014- 01/27/2014 FL DEPT. OF COMM. AFFAIRS MIN. SUR. FEE $2.25 BP-27908 115 RCPT2014- 01/27/2014 ADDED VALUE 2 (AUTO) $150.00 BP-27908 115 RCPT2014- 05/09/2014 FL DEPT. OF COMM. AFFAIRS MIN. SUR. FEE $3.36 BP-27908 773 RCPT2014- 05/09/2014 Building Code Administration & Inspection Surcharge $3.36 BP-27908 773 Fee RCPT2014- 05/09/2014 ADDED VALUE 3: (AUTO) $225.00 BP-27908 773 RCPT2014- 05/09/2014 PLAN REVIEW FEE $150.00 BP-27908 773 RCPT2015- 08/10/2015 Revision To Plans (Per Page) $40.00 BP-27908 1352 RCPT2015- 02/03/2015 Additional Building Permit Fee For Added Value $75.00 BP-27908 178 RCPT2015- 02/03/2015 Florida Department of Commerce Surcharge Fee $2.00 BP-27908 178 RCPT2015- 02/03/2015 Building Code Administration & Inspection Surcharge $2.00 BP-27908 178 Fee Total: $36,359.74 Printed 05/24/2016 12:53:00 by Sue Page 2 of 2 Permit #: 2:1 10-9 Town of Highland Beach Building Department REVISION REQUEST (561) 278-4540 Fax (561) 278-2606 Date Submitted: Complete Address Where Work is being Done: -412.1 5 . C e�L.v D. Company Name: Gdof-j s- Contact Person: L— A.0 Additional Construction Cost for This Change: $ yE ElC0 APR 18 ?..OI6 HIGHLAND BEACH BUILD NC; DVJ� R T MENT Phone: Ot5-A. Cmgg . G t3 Z Fax: n5A.2ct, loo+t� Cell: QV5A.441°l . t, l 20 Explain Revision(s): L-4 r►,ts seAtee �� k Sao rJ NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please "cloud" revisions to plans and indicate revision date in appropriate place on plans. The plan reviewers may also need the jobsite plans . i. .. Additional Permits' fees may be assessed depending on the scope of the revision. Submitted By: �V L- Date Submitted: .`� • to Office Use Only Route To The Following Departments: Additional Fees: �) ❑ Building Pages @ $10.00/page = (/ , ❑ Electrical ❑ Mechanical Fee for additional construction Value Plan Date: 0a 00 , I v �'v N C:\Documents an Settings rge s\Local Settings\Temporary Internet Files\Content.0utlook\GROD12 C\Revision Request 12/04 REV:9/05, 4Y 6, 4/07 Printed 12/7/2011 /{ Town of Highland Beach - Building C ,�,`f-Building Department RLE!=.",�[0) REVISION REQUEST APR 18 2016 (561) 278-4540 Fax (561) 278-2606 HIGH t�Nrti 13 ACH Permit #: 2'7 �p8 Date SubmittelLm C Complete Address Where Work is being Done: -A\ 2.1 'S . 0 . Company Name:�tr�.�S-� Contact Person: L - V� ovL-oA J Additional Construction Cost for This Change: $ Explain Revision(s): Phone: Fax: �4. 2,0 l 1000 Cell: `LS4 c , . G, OZ. IL11 Gr>rJSR\4W G-c 1C.) -5 _&V1k'C5, NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please "cloud" revisions to plans and indicate revision date in appropriate place on plans. The plan reviewers may also need the jobsite plans Add itional.Permits` fees may be assessed depending on the scope of the revision. Submitted By: ��,✓t^- �v�--\ Date Submitted: g Office Use Only Route To T e'Following Departments: AAddi konal Fees: wilding Pages @ $10.00/page ❑ Electrical ❑ Mechanical Fee for additional construction Value ❑ Plumbing ❑ Fire Plan Reviewer: C:\Documents and Seftigs\z Files\Content.Outlook\Gftq 12/04 REV:9/05, 11/06, 4/07 Date: OQ z-, (� - Settings\Temporary Internet i Request Printed 12/7/2011 Florida Department of Environmental [protection SOUTHEAST DISTRICT OFFICE 3301 GUN CLUB ROAD MSC 7210-1 WEST PALM BEACH, FLORIDA 33406 June 16, 2016 Amgad and Nermeen Girgis c/o Douglas Mann, P.E. CB&I 2481 NW Boca Raton, Boul Boca Raton, Florida 33431 Dougl.as.Mann(&,cbi.com Re: Compliance Assistance Offer Amgad and Nermeen Girgis DEP Permit Number: PB-1041 M1 Palm Beach County Dear Mr. Mann: Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Jonathan P. Steverson Secretary A Department inspection was conducted on March 31, 2016, regarding property owned by Amgad and Nermeen Girgis, in Highland Beach, Florida. During this inspection, potential non- compliance of Department permit PB-1041 M1, and section 161.053, Florida Statutes (F.S.) were observed. The purpose of this letter is to offer compliance assistance to your client as a means of resolving this matter. Specifically, activities have been conducted seaward of the Coastal Construction Control Line ("CCCL") on the subject property that do not appear to have been authorized in either the project description or approved plans of Department permit PB-1041 Ml, in potential non-compliance with the Department issued permit and the requirements of Chapter 161, Florida Statutes. Please see the attached Compliance Inspection Report for a full account of Department observations and recommendations. We request that you review the item(s) of concern noted and respond in writing within 15 days of receipt of this Compliance Assistance Offer. Your written response should include one of the following: 1. Describe what has been done to resolve the non-compliance issues or provide a schedule describing how/when the issue will be addressed (please see page 2 of the attached Compliance Inspection Report to review the Department's Recommendations for Corrective Action). Amgad and Nermeen Girgis, PB-1041 M1 Compliance Assistance Offer Page 2 of 2 June 16, 2016 2. Provide the requested information, or information that mitigates the concerns or demonstrates them to be invalid, or 3. Arrange for the SE District CCCL field inspector to visit the subject property to discuss the item(s) of concern. It is the Department's desire that you are able adequately address the aforementioned issues so that this matter can be closed. Your failure to respond promptly may result in the initiation of formal enforcement proceedings. Please address your response and any questions to Jim Martinello, Environmental Administrator, with the Division of Water Resource Management at (850) 245-7599 or via email at fames.martinello@dep.state.fl.us. We look forward to your cooperation with this matter. Sincerely, Jason Andreotta Assistant Director Southeast District Office Enclosures: Compliance Inspection Report cc: Jane Herndon, Esq., DWRM Gene Chalecki, DWRM Celora Jackson, DWRM John Renfranz, Southeast District Vanessa Dornisch, Southeast District Amgad and Nermeen Girgis, Property Owner Paul Houlihan, CGC, LEED AP City of Highland Beach, Building Official Florida Department of Environmental Protection (DEP) Division of Water Resource Management 2600 Blair Stone Road, Mail Station 3566 S Tallahassee, Florida 32399-3000 245-7599 y FtOR n (850) COMPLIANCE INSPECTION REPORT Inspection Date: Inspection Time: Permit File number (if applicable): City (if applicable): County: March 31, 2016 11:00 AM I PB-1041 M1 Highland Beach Palm Beach DEP Monument Number (distance and direction): Distance of activity seaward of control line: 1 PB R-201 SOOOO/SO100 124.2 feet Property Owner's Name: Address and Phone Number: Email: Amgad and Nermeen Girgis 9524 Savona Winds Drive Delray Beach, FL 33446 amgadl@comcast.net 561-447-9344 Other Names (if applicable): Address and Phone Number: Email: General Contractor: 1715 N. 44th Avenue pauljhoulihan@gmail.com Paul Houlihan, CGC, LEED AP Hollywood, FL 33021 954-699-6132 Agent: 2481 NW Boca Raton Boulevard Douglas.Mann@cbi.com Douglas Mann, P.E. Boca Raton, FL 33431 561-361-3148 Description of Alleged Non -Compliance Activities: • Additional lighting installed not depicted on the approved electrical plan: - Ground -floor: One (1) additional recessed can light installed than the eleven (11) shown on plan. Authorized 4-inch long aluminum shade screens not installed (Photo 5). - Pool: Two (2) lights on east wall of pool and one (1) light on south wall of spa not shown on plan (Photos 3, 4). - Second level: Twelve (12) recessed.cans without 4-inch long aluminum shade screens (Photo 8) and seven (7) step lights (Photo 9) not shown on plan. - Roof level: Seventeen (17) step lights not shown on plan (Photo 10). - Two -light security fixture (Photo 7) and carriage type light fixture (Photo 6) on the south side of the dwelling not shown on plan. - Two -light security fixture on the north side of the dwelling (no photo) not shown on plan. - Fifteen (15) carriage type fixtures on the landward side of the dwelling not shown on plan (Photos 11, 12). • "Astro Turf' synthetic sod installed seaward of the paver deck does not appear to have been authorized (Photos 2, 3, 4). Inspector's Comments: Action Taken: J. Martinello provided comments/next steps to P. Houlihan on May 23, 2016. Verbal Compliance Assistance Offered? _ Yes X No Comments: Inspector's Signature: Date: �-,�K () June 6, 2016 DEP Form 73-301 (Revised 10/13) Page 1 FOR TALLAHASSEE OFFICE USE (Routing, Review, Comments): Recommendations For Corrective Actions In order to resolve this apparent non-compliance, the permittee or their agent, will need to request an after -the -fact modification to existing CCCL permit PB-1041 M1. In addition to a revised proposed project description, new local approval, and the permit fee, CCCL permit staff will require the submittal of a revised exterior lighting plan for Department staff review. The lighting plan should include all exterior lighting in the "electrical site plan" previously stamped approved by CCCL permit staff on September 7, 2012; since the approved lighting plan does not address any exterior lighting above the ground floor, the revised exterior lighting plan should include all other exterior lighting installed seaward of the CCCL on the subject property. This would include all exterior lighting above the ground floor on the seaward side of the newly constructed dwelling, all exterior lighting on the north, south, and landward sides of the newly constructed dwelling, and the lighting fixtures inside the swimming pool and spa structure. In addition, in regard to the ground floor recessed can lights, the proposed and approved lighting plan included the installation of aluminum 4-inch long shade screens on all exterior installations on the seaward side of the dwelling. If not already conducted, the shade screens must be installed as soon as possible as specified in the approved lighting plan. While the 2°a floor porch recessed can lights will need to be requested in the after -the -fact modification request and depicted in the revised exterior lighting plan to be submitted, those fixtures will also require the installation of the 4-inch long shade screens. The Astro-Turf type "sod" placed seaward of the paver deck does not appear to have been authorized by either CCCL permit PB-1041 or PB-1041 M1. Based upon a review of historical aerial photography of the subject property, it appears that the current "sodded" area contained beach/dune vegetation in 2009, and photography from 2011-2014 suggests that there was a smaller cleared area, possibly not as large as currently existing (see photos on pages 9 and 10 of this report). The after -the -fact modification must also request authorization for the sodded area, and a revised landscaping plan will need to be submitted reflecting the area between seaward of the paver deck and landward of the existing dune vegetation. The submittal should also address or document whether any additional native dune vegetation was removed during the construction process or in order to install the sod area. By e-mail dated May 23, 2016, Division of Water Resource Management ("DWRM") staff provided SE District field staff and the permittee's agent (contractor) with specific comments regarding the installed exterior lighting and the sodded area seaward of the paver deck and what would be needed to resolve this issue. As of this date, there has been no further communication with the contractor. It is requested that the after -the -fact permit modification request (M2), the revised exterior lighting plan, and revised landscaping plan be submitted to the Department within 30 days. The modification request and requested additional information should be e-mailed to the CCCL permitting program's shared mailbox at CCCL(d,dep.state.fl.us with a copy being sent to the undersigned. All current corrective measures related to the existing ground floor lighting fixtures (installation of the 4-inch long aluminum shade screens) should be conducted as soon as possible. Jim Martinello Environmental Administrator DWRM 6/9/2016 brief location descripti See Photos Below DEP Form 73-301 (Revised 10113) Page 2 1 - Overview of seaward side of the property, facing west from the sandy beach. c "1 2 - View of "Astro Turf synthetic sod seaward of the paver deck, facing southeast. DEP Fonn 73-301 (Revised 10/13) Page 3 4 - View down on the pool. Two (2) lights on east pool wall and one (1) light on:south spa wall not depicted on plan. ®EP Form 73.301 (Revised 10113) Page 4 5 - View of twelve (12) recessed can lights on the ground -level porch ceiling. and no shields installed. One (1) additional than depicted on plan, w Pe z , c:, dr m h v w F NI r, a' L OF ..ah�9. 6 - View of carriage type light fixture by the door on the south side of the dwelling. Not shown on plan. DEP Forth 73-301 (Revised 10/13) Page 5 wall; neither is shown on plan. 8 - View of recessed can lights on the second -level porch ceiling. Twelve (12) observed; none shown on plan. DEP Form 73-301 (Revised 10/13) Page 6 9 - View of step lights in the pillars and walls on the second -level porch,. Seven (7) observed; none shown on plan. plan. DEP Form 73-301 (Revised 10/13) Page 7 shown on plan. DEP Forth 73-301 (Revised 10/13) Page 8 The following historical aerial photos were added by Jim Martinello, DWRM: 1 a P 9 Aerial Photo Dated January 9, 2009, courtesy sl . Legend Mb. P 4-1 a A. Cw »c s ice- T A„, 3� y } A `x9 Ajr 4 DEP Form 73-301 (Revised 10/13) Page 9 DEP Form 73-301 (Revised 10/13) Page 10 Vicente Franco, PE 10776 NW 84 LN #5 MIAMI. F-L. 33178 ADDRESS: 4121 SOUTH OCEAN BLVD QIGHLAND BEACH, FL. REF: on beams 2B-19 & 2B-20 To Whom it may Concern at Highland Beach Building Department, This letter is to address the field conditions on arch beams 2B-19 & 2B-20, due to fabricated contkm s arc ebar instead of having splices on them. Since the arch action increasrfieductility, n h cap ity in tension and bending of the beam and no having splice increasit i acceptable the proposed continuous rebar without splice. Should your oe any additional questions or concerns, do not hesitate to contact our office. Respectfully submitted, �S�FRqlV �� JvC) �� F •,O �s No. 62531 STATE OF �! e !�COR��4`•�C�`�N &/ONAa` Vicente F co. PE Lic. No. 62531 8-27-14 vfranco9876@gmail.com Vicente Franco, PE 10776 NW 84 LN #5 MIAMI, FL. 33178 ADDRESS: 4121 SOUTH OCEAN BLVD HIGHLAND BEACH, FL. : Rake Beam '00 t To Whom it may Concern at Highland Beach Building Department, This letter is to address the field conditions on Rake Beams and its reinforcing: 2 #5 top & 2 #5 Bottom with #3 ties @ 24" O.C. See sketch attached. Should your office have any additional questions or concerns, do not hesitate to contact our office. Respectfully submitted, c iY,�� No. 62531 ©:` STATE OF .`k� ��0WA i 1��\N Vicente Franco, PE Lic. No. 62531 8-27-1.4 vfranco9876@gmail.com --* I .,-. '-. - . i� I- � c �, 0, _ co O Z us �ifltt��11� og- #4 @ 12 O.C. 30" LONG - WITH 4" HOOK INTO SOUTH PORTION OF LANDING INTO MASONRY WALL COLD JOINT. EW #4 @ 12" X 24 LONG i%Z/ NEW .r 5 #5 CONT. EW 8" MASONRY WALL SOLID GROUTED NEW 4 #5 @ 12" DRILL 4" INTO EXISTING SLAB & SET IN EPDXY XI.STING SLAB STAIR AT EXISTING SLAB N.T.S. IE No. 62531 6 � �1 a + I � =�©+ STATE OF ,y 0RIOP-•�•� VICENTE FRANCO P.E LI!C'.4 No., 62531 10776 NW 84LN #5 M1'10- FL.. 3311T8, i CONTINUATION SHEET AIA DOCUMENT G703 PAGE OF AIA Document G702,APPLICATION AND CERTIFICATE FOR PAYMENT,containing Contractor's signed Certification is attached. APPLICATION NO: In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainaee for line items may aonly. ARCHITECT PROJECT NO: A B C E F G H I J K L ITEM DESCRIPTION OF WORK SCHEDULED CHANGE ADJUSTED WORK COMPLETED MATERIALS % BALANCE RETAINAGE PREVIOUS THIS PERIOD NO. VALUE ORDERS SCHEDULED PRESENTLY COWL. TO FINISH 3% VALUE APP'L STORED TO DATE 42 Tile, Stone, Carpet, Hardwood Floor. (Install) $67,192 0% $67,192.00 $0.00 43 Tile, Stone, Carpet, Hardwood Floor. (Material) $72,808 0% $72,808.00 $0.00 44 Granite Stone Counters & Vanity Tops $25,000 0% $25,000.00 $0.00 45 Painting $61,000 0% $61,000.00 $0.00 46 Frameless Shower Doors $7,977 0% $7,977.00 $0.00 47 Toilet Accessories $4,250 0% $4,250.00 $0.00 48 Swimming -Pool /Spa__ -- _ _ __ _-.._ -�$45,000 0% $45,000.00 $0.00 49 Fireplaces (Boxes, Vents Assemblies, Caps) $17,471 0% $17,471.00 $0.00 50 Fireplaces (Hearths, Finish Facades, Gas Logs) $20,000 0% $20,000.00 $0.00 - 51 Hydraulic Elevator $21,100 0% $21,100.00 $0.00 52 Fire Sprinkler System $25,592 0% $25,592.00 $0.00 53 Plumbing Work $100,400 0% $100,400.00 $0.00 54 Plumbing Fixtures $25,000 0% $25,000.00 $0.00 55 Plumbing Fixtures (Handling & Warranty) $2,500 0% $2,500.00 $0.00 56 HVAC $46,350 0% $46,350.00 $0.00 57 Electrical Work $94,115 0% $94,115.00 $0.00 58 Electrical Fixtures $47,414 0% $47,414.00 $0.00 59 Electrical Fixtures (Handling & Warranty) $5,690 0% $59690.00 $0.00 60 Emergency Generator $19,343 0% $19,343.00 $0.00 61 CCTV Wiring $10,409 0% $109409.00 $0.00 62 Low Voltage / CATV / Data / Manifold Panels $6,833 0% $6,833.00 $0.00 63 Pre -Wire Audio System $1,500 0% $1,500.00 $0.00 64 Home Theater Package $30,000 0% $30,000.00 $0.00 65 Security / Camera System $15,053 0% $15,053.00 $0.00 Contractor's Fee $97,834 0% $97,834.00 $0.00 TOTAL: $2,706,747.001 0.00 1 $2,706,747.00 1 $0.00 1 0% $2,706,747.00 $0.00 APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 TO OWNER: Amgad and Nermeen Girgis 9524 Savona Winds Dr. Delray Beach, Florida 33446 PROJECT: New Residence 4121 S. Ocean Blvd. Highland Beach, FL 33487 APPLICATION NO.: PERIOD TO: FROM CONTRACTOR: ARCHITECT: Houlihan Construction, LLC Jaime M. Plana, AIA, RA, LEED AP 1715 North 44th Avenue 1053 S.W. 12th Street Hollywood, Florida 33021 Boca Raton, FL 33486 CONTRACT DATE: January 21 , 2013 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in connection with the Contract. CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTAL ADDITIONS DEDUCTIONS Approved this Month $ Number Date Approved C.O. # 1 TOTALS $ - Net Change by Change Orders $ - The undersigned Contractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is due. CONTRACTOR: BY: ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on -site observations and the data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. DATE: Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM $2,706,747.00 2. Net change by Change Orders $ - 3. CONTRACT SUM TO DATE (Line 1 +/- 2) $2,706,747.00 4. TOTAL COMPLETED & STORED TO DATE $0.00 (Column H on G703) 5. RETAINAGE: a. 3 % of Completed Work $0.00 (Column L on G703) b. 3 % of Stored Material $0.00 (Column F on G703) Total Retainage (Line 5a + 5b or Total in Column 1 of G703) $0.00 6. TOTAL EARNED LESS RETAINAGE $0.00 (Line 4 less Line 5) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior certificate) S. CURRENT PAYMENT DUE $0.00 9. BALANCE TO FINISH, PLUS RETAINAGE $2,706,747.00 (Line 3 less Line 6) AMOUNT CERTIFIED $ (Attach explanation if amount certified differs from the amount applied for.) ARCHITECT: BY: DATE: This certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. i CONTINUATION SHEET AIADOCUMENTG703 PAGE OF AIA Document G702,APPLICATION AND CERTIFICATE FOR PAYMENT,containing Contractor's signed Certification is attached. In tabulations below, amounts are stated to the nearest dollar. IJse Column J on Contracts where variable retainaee for line items may anniv APPLICATION NO: PERIOD TO: ARCHITECT PROJECT NO: A B C E F G H 1 J K L ITEM DESCRIPTION OF WORK SCHEDULED CHANGE ADJUSTED WORK COMPLETED MATERIALS % BALANCE RETAINAGE PREVIOUS THIS PERIOD NO. VALUE ORDERS SCHEDULED PRESENTLY COMPL. TO FINISH 3% VALUE APP'L STORED TO DATE 1 General Conditions $195,.579 0% $195,579.00 $0.00 2 Pollution / Erosion Control $722 0% $722.00 $0.00 3 Modify, Maintain, Temp. Fencing $9,230 0% $9,230.00 $0.00 4 Unforeseen Issues: HB, FDOT, Neighbors $2,000 0% $2,000.00 $0.00 5 Site Prep, Access, Excavate, Paver Base, $26,761 0% $26,761.00 $0.00 Compacting, Backfilling & Final Grading 6 Termite Soil Treatment $976 0% $976.00 $0.00 7 Fountains $20,000 0% $20,000.00 $0.00 8 Entry Gates/ Operators $31,331 0% $31,331.00 $0.00 9 Entry/Driveway Pavers $16,947 0% $16,947.00 $0.00 10 Pool Deck Pavers $11,307 0% $11,307.00 $0.00 11 Irrigation System $4,000 0% $4,000.00 $0.00 12 Landscaping $6,229 0% $6,229.00 $0.00 13 Existing Plant/Tree Removals -Pruning $1,200 0% $1,200.00 $0.00 14 Existing Landscaping (ROW) FDOT $5,000 0% $5,000.00 $0.00 15 Auger Cast Pilings $42,276 0% $42,276.00 $0.00 16 Reinforcing Steel Material $54,056 0% $54,056.00 $0.00 17 Reinforcing Steel Labor $27,550 0% $27,550.00 $0.00 18 Concrete Formwork $493,525 0% $493,525.00 $0.00 19 Front/Side Concrete Site Walls w/Fountain $18,120 0% $18,120.00 $0.00 20 Concrete Masonry Unit/ Precast Lintels $82,145 0% $82,145.00 $0.00 21 Glass Block $1,357 0% $1,357.00 $0.00 22 Precast Decorative Stone Masonry $49,973 0% $49,973.00 $0.00 23 Structural Steel $26,146 0% $26,146.00 $0.00 24 Decorative Alum. Railings/ Picket Fencing $50,382 0% $50,382.00 $0.00 25 Rough / Finish Carpentry $139,565 0% $139,565.00 $0.00 26 Architectural Woodwork: Cabinetry $90,000 0% $90,000.00 $0.00 27 Wood Trusses $9,595 0% $9,595.00 $0.00 28 Decorative Interior Columns $20,990 0% $20,990.00 $0.00 29 Waterproofing $38,210 0% $38,210.00 $0.00 30 Barrel Tile Roofing $31,035 0% $31,035.00 $0.00 31 Gutters & Downspouts $3,263 0% $3,263.00 $0.00 32 Building Insulation $14,654 0% $14,654.00 $0.00 33 Firestopping / Fireproofing $650 0% $650.00 $0.00 34 Front Entry Doors, Transom, & Sidelites $13,000 0% $13,000.00 $0.00 35 Interior Doors $15,778 0% $15,778.00 $0.00 36 Impact Resistant Windows & Sliders $106,200 0% $106,200.00 $0.00 37 Skylight $610 0% $610.00 $0.00 38 Overhead Garage Doors $8,200 0% $8,200.00 $0.00 39 Finish Hardware $10,000 0% $10,000.00 $0.00 40 Lath & Plaster $58,000 0% $58,000.00 $0.00 41 Gypsum Drywall $100,354 1 0% $100,354.00 $0.00 O O (51 O f—� E—+ U .Q=4r t-� cn z O v f-r O w 0 O O O N eel t� ti Lc, m .-a O N CONTINUATION SHEET AM DOCUAMT G70d PAGE OF ALA Docume+s G70Y.APnXAD0K AND CEDLIWICA7E FOR PAYM VTr commw* Conoem m% amad cetibcasma a modbd. APKMAMN NO: In mbulmom blow, arnous s ae Cssed to fbe Oeaed ddla- PMOD TO: It r- 9- r.. r ARC13 TWr MOIDLT NO: A -- - — B - -- - - C - E F fi H I 1 K L rrDd Dmalmo i OS O'OItK 9011MLIM CELOrGE ADAI ED W02L COhPLFrM )ENTERIAta % 6ALAlim PEMNAUE W. VALLM Comm SCEIEDULED PREVIOUS Tmpexm PIESEWlY-OOh4•L TOPINLSN 3% VALUE AML STORM 70 D.krK s GenaelCoeddora st9S.S79 e% SINIA79" sacs a PoDmtL= / Crovioe Cen m sm GOA VMS* soap 3 modify, WOMEN Top. renciej 50J70 0% 59'mco 5dw • Ueiaeeo Erne ML FDOT, Nelabbors 52 0% 32,60RCo so" sw A r, Aammb F-frm+ale. Paver 8me, 126.7463 0% s2i6 in SLOG Cempwetbs. Beetl[fts [6 Fbal G-dbc a Termite flea Tram a S976 0% S970.OD 30.00 7 1►enolsies SSOAZO 0% SO,O=Ao WX3 e an" GaudOpwc:boes Si3,T33 09A 831■13L00 So" 1 Z0&V 3rwwmw Pavers 316,lV7 044 916,947.00 SO.00 to red DO&Pavem 3f3,3o7 0% 911,707.00 SLOG to InfiasimS7seo is000 0% sd,COD.G 30.t* • t3 lm Fire 0% sazs!CO Sato t3 EslemQPNatiTreetiefawall-pmews 31,2C7 0% s1,2C0.00 S= id E&bfta LOdmaip3so (ROW) FOOT 3e.C= 0% tas=00 s= is Aaccr Oms rckv S471276 0% si xmw D&W sb Rc!miw eina Shea ?Aab ial 3" A" on S51,0 GZO 3m00 17 Releleran OUW Lebw $37450 0% S77,S90.C3 Moo la Cmam1n Fcr=work S493 i7S 0% 34974mm 90.90 t9 Fcce mde Coca of sbe Walls-Arbeamin M120 0% 137i ammo Soin W Cmeie, lteeoer7 Uad/Pr•msl 7Sntsb 6=46 0% VEI;146A0 som 31 Glass Much s1.m e% si,ma0 taco 23 Pi Decorallwe Slave mamoery s49"3 0% s"'m.00 >rTLGD 33 sc ecowdsheet s76,te6 0% s7a.tea * MCI) 3a Dscwu the Aloes RaDbC# Picket FeaebO SSD In 9% 20=0 SOAD I6 Rough / FlWsb C&Peowy 3139,96S 0% SL79A66JC3 30.00 36 Aesbiteehsrsl Woodwort Cebiaesry ";%o 0 0%• s9apomm sm 29 Wood Tmacm sm9s 0% 0,19S" so�CD 3s Dacw a dm Interbr Cebcas M990 0116 1oom= t0.00 39 We4ric—fang S30,770 0% S3941000 SD" Set Heerd i7`e Roedbg 331,006 0% S11 j aco iD.Oo 33 ZORN"a Dawscpoats 113j" WK i4z"a 30.OD 3a BuBdr-g Ec3da6.O 316AN 0% 314,654 t0 30.00 = /F-oep-1vi; am 0% 36Sa00 20.00 >a lfzes Kocry Dams. Tefesaa, & Siddifn S331Oo0 0% 513.0ca" So= as 3ater1w Doom s73.77s 0% s1S.77a.o0 MCI) 36 1cpOOt Resistant V/tedewa & SWe;s 6306AM 0% 5106.M.00 $am 37 skftb1 s610 0% 3761m smao 30 OvnrbmdGarage Dom ssxoD oss s71,2Cd= 30.W D Fbbbl Hardware 31Q000 0% 530,O A0 San p Lath dk Reefer smim 096 SSBA=49 mwea •i a Drywen 1 21=541 1 1 076 =00r16•.00 Smw CHANGE ORDER IiGMLMARY Chcnge prdem cppmued to previous a waft by Owns( TOTAL AD0frlONS DEDUCTIONS Approved d" Moth hlcmmbw Dose Ayprowd TOTALS f Net Cboalle by Cbagp Orders s ' Thew Iw - Comodm awadr tr M O►sut a[�Qeeara'a twwbeae ir�wdsad hied' do Wa & er.wwd * Out - I - * IN l+bams in br cwffaraef is eswewor waft t'.mta Domino ,ddaBames bet ba^d b)QwCawnmfe Wm&vh" PCOdSaw for ►gsawa Um.* d eem mm d aaaftl0em. and bars b dm CONTRACTOR Aosal t[ ATinm Awn cERTIFICATE FOR PAYMENT AM DOCOWENTG702 TOOWNER: AmMd and Nermeen GiMb 9524 Savc m Winds Dr. Delray Beach. FlarMo 334" FROM CO PROJECT: New Residence 4121 S. Ooenn Blvd. 13igWw d 6me4 FL 313W APPLICATION NO►: PERIOD TO: HewHboo Ceashmcdw. LLC leisure hL Ploao. ALA. RA, I- AP 1715 !berth 441b Avenue t053 S.W.12tb Stresl Hcayaos4 l wAb 33(a1 Baca paw, VL 334SS CO'_VTRA T DATE: Jamaary21. 2913 CONTRACTOWS APPUCATM FOR PAYMNT Apdkzbaoo ands 6w prflwA m d o blow, do isa W t6 tin Codram Curls Sbed, AtA D wed G7R3. b e at 1. GaWA 1AL CON-MACT SLIM S2.706,74'7W i Its meets by f% Oddaa S - 3. CONTRACT StFM TO DA?L (Lim t 0- 2) C TOTALC03W?t. Mv,0 BTORRDTO DATE SDI (Cale® H on G703) ?, itETAO(AtdG- a VA cf Ccmplmwd Watt SQ 9a (ccbmnLmo m) b, VA aisbaced Memel WAS (C0lms=FanGm3) TatdRe 9=2cCUM 5e+Sbor Totf1 rsCaL®1 afml) 6. ToTALL aA wxD lira 86TAVfA,Ga (Um 4 ft:m Liras S) 7. ti M VBKVWW GATES FMPAVKZ" (Lqw 6 6om pciw amafms) E CL3. UM tCT PAYMaRL DUE A QALANCI TO FDWI . rWS UI TAINAGE (Line ) km lire 6) BY: DATE: ARCEffMCt`S CZRTWWATE FOR TAYMZNiT AMOUNT CENTERED S rn aaa [&= wdb die Cm=m2Dxaww. ba dsaoaeib abrwr 6fi and dw ~egimAjn d®smt aweard d� [wtm fbe eat=>�Nd f�) dma®pmmti dmabort appb—mcdoAmbftacouBnebOwew4rb0a ARCIUMT baattM- 4 the oaliq dar Wade s nmaedwre wa bmo CoOscwm=b sad By: DATE. Cm v w a a Wiled iopgg m odes AbS0Ut`TC6Krff=, 'this mrfificm is sota>aeielle U* AfaDUn CERlVW s psld rrQl7t=tbs Cambam nmedbwmuL blamwR Mime wd awmVkw0ed'Frmx�m a wid>re pt,d dim rD my 6dfta[de Owes w Ccesrab aedw d&Ctw L SUM S0.60 3&09 1. tgAPPB-ATBON AND GIE!$TIRCATE FOR PAYMENT AIA 00Ct WENT GTa2 TO OWNER: Am(54find Nm meen GiMb 9524 Sem m VAnde Dr_ Delray Beat:b, Ftaridc 33446 F1tOM COX TRAM(. 03-- EROUCIr : New ReAdeace 4121 S. Ooeaa Bird. H3hla" Seae06 FL 33497 APPLICATION NO►: PMRIOD TO' Ho llboo Cootdrmcd=. LLC Jckm AZ_ Plmn, AIA, RA, LEER AP 1715 North 4410 Avenme 1053 S.Qv. tub SReM HcDypoc4 Mwidb 33021 Rom Rnbm, FL 3349S CONTRACT DATE: Jaamry21, 2313 CON RAuCTOWC APPUCATM FOR PAYMENT AppE =im a Duda bw Pvymait, m dw m below, am - CHANGE€ OBDE*R SG'KRIMY CbMW Orden gvmved m pre0ata uaaatt<by Ogee T OFrAL AOOrrfONS DEDL%CrH7M A,ppoved tbv Moath Number Dc!c App a ad TOTAIS S Net Cboalte by Cbangr Otat m S _ lu eteec4moftlta ae _5 m N b6� dC: r Paz. k�ofmmi truer do am& m� b,, e t as t t5 tamoor_ada b ��. ■cam r1,w tDooe�rs* a.ade,®ee bR em,.:e b,•mc�ota�bs W�nticr peeecl.� oy Pg*me te®i as CONTRACTOR t3Y: DATE: ARCWMCTS CeRTWWATE POR PAVMZNY to �.� elm aseaaetDor�eo�, bradesonrs7b obwvedom ezd � elm dmabors cpphmdm, do Anrktan s , a anC=0*=*=teOs bGid$M Ardh=ctt b%mst AM - 5 '; aAbcWC2Wad ko pmCt=*dm * t6 tb comeau. CCC&5 mlh Sbemd, AIA nmm=cck G70, b oteea . 1.00EGOAL ODi-tAl,Cr SU Nd 2. Not cbac& by ama(p Ord= &CON R&CtsumTOOATS;(IA=1+1-2) 4LTarALCOMPDXMD.0 9MRESD7* DATE (Cduam H ao G703) S. ft"ADCAQU a PAo3C4=q6rmwa& SD" (Ccbmm L onG707) b, 3% o[Sbxed Nie!surial S9.09 (G*ImaFaaCd03) T*W Retd *e (Lim Sa +Sb or TOW aCah®1 aBLim) & TOTAL QARLQCED1J-qm BCI•AINAGC (Lim 4 Eels Lim S) 7. LMSS PREWOUS CIMIEWATn FMPAYM ST S2.7%,749 UO s - mm Mo SO.00 (Law 6 Gom Prior mmz==) & COUMNT PAYEN@Ni' Doe Sm" A BALANCE TO tDWIL MM UZTAU4,kGE S2,706,747.09 (L"3 km Liao 6) AMOUNT CEInU GD S (�� ei®lair coeU�d d:Ym tram his e�aspp5.d fay) CWj o 0 l� CONTtNUAMON SHEET AMDOCVAdn G7fJ PAGE OF MA Domm oo COM APPL•6CAnm AND CEhtnncAm [OR PAYMISVT,mr0mmmB SPPL/CATION NO: Cwm=n % o� Ow"Calioo a ayterW. PERIOD TO: In uft1j sioea Wag, omoioits ae Owed b me oosask dilly. ARtL1iICF.t'r PROIDCf NO:Use Colmoa I an Coobants adeere %wimbla for line Flom& K L B mWe1FI9t]IN OF4ORK C E F scHIMILI D CK4NM ADA OW 1J % qf= CO&O%E'TEDVAiLM 13A7 AIiCT PEtw;twc[�{[i IIt. Oman& Y®O[EL rftrvo 6 'Impej m )YERNMY-001�f_ TOI?416a( r-40.A VALUE AM SIT To otl7: tIx >~itssTs�o aace Geevsl tcme�tioo s19s�7f 994 t772 tIL f1�Co s 1pecul= I cmmioa Cc nu%4 S732 o4t s9j30.p > ` s blod*p MLbbab, i®p6 FamcbS S0OD 07i S2.t�O.tl sbI OD a Uoha©ae hues M96 FJJM, Nelabbwrs 22 am 0% S26.141i~I SLOOP ! age peer. Aasee, It ale. Pater Bee. 106.d67 z cowacobs llattfemas Gt And Gesdim oval s!'xUD sots O a rero6t Soo Tru--t "78 1Zi tlO,oCz.� saC7 Faffaftim Osi 231,33LO0 So" U 0 a Opecssmn Si2rT31 oil. s16yv.00 sacs 04 , £atr±JOr4r+ewaypawexs ST6„!t1 0% 9111JIM" 5003 I- to Pad Oedr Paves IIII m? 01K > 3LC3 Cn to Ir>+antims7s e= OSi Sd,22lJCO sl6tl O 12 l.sad+mpe0 S6339 S0 U to s12C3 CIA ffi5,1=0 Ilan ra EsbtinaIaadaapap(PJMFOOT skc= OIA Stj7 00 =OO is A cw mt PMO S42,276 " nooH tc 9cis Shed iemdm0 0X SI7,ssQC9 S0.O0 11 RaInserei a 9orol labor 0% sa!lti2s m IO.hO p tv C000Me Feawurh 3491.0S 0% SI0,I20AO Sam is FemooSide coo. aw Sba Wal w0raaetSfs SI&120 O% >ir�,367.00 bap 30 Com - l OMW7 vow Prsa et liatsh IMU46' 07i sD,CD 21 GIAM 5och $I'm 00%% 00M.00 .t4&C* 7JCO stMem 23 PI+rmt hlesmrad n Some Memory 86l M Drl� = 6.10 23 6tsveemasted 3Jl6,1i6 1 !f. 2511 Ss0 Me* SO.= ss Dseordive Alas RanbcO VIchot lteeef l! SO= LC7 s]39ri66.Ca SD.tl is Rauch / Inedob C"pentrf SLTl,56S 09G• SO.tl % Arc0ilmorsl WoadwarS Cabioelry S9^J,ODO Q7fi bti,slSAD s0.G0 O 27 Woad Trata s"9s � S»r0 p ID Decwvt v Isterbr cabs n%m 0%SIt64,i10100 s11.OD ID >! 11VderlesbBel Sd0,2I0 ' Orii S31,p38 W MCC` O 30 Boers) T e Rosdbg sS1,pOd WK S SLOG 31 GeOQs & DONMP=12 ayl„ s>; �D SLAG t6 33 BuBdrmatsedalma sia.66a t` - - 33 - i� 1 SIs satl y -- id Fh=lIlea=Ooor+,Tema—,drSidderE SISAW ax CIA IMO0 sLi'77a oO fl1 C0 <i u as Imrteriw Dean SIs.TJg 0 SlA61iOA0 .10 36 le pod Resbtaat Wiedam & 50dm S306 jM t» % 5610.D:OO LL S m 37 Slobs 5610 0% SD.C9 !o O%wbedGerapDooes Sa.VW 0% 931101XC S .d-I1 im Ffmbb 6ardoae SBDA=l sDAO 0 A sr-.0 fr100 al c DrpxrJr fl�St O N IZ 1811111MINI IIMINIM 111i1 1 CFN 20110331443 CFN 201204344or. OR BK' 24727 PG 0068 OR BK 25561 PG 1059 RECORDED. 09/06/2011 10:32:51 RECORDED 10/30/2012 11.18:08 Palm Beach County, Florida 0 2 7 9 0 0 Palo Beach County, Florida Sharon;R. Bock,CLERK L COMPTROLLER Sharon R. Bock,CLERK & COMPTROLLER Pg 0068; (lpg) I Pg 1059; (Ipg) f ' OCT 30 2012 The undamped hereby given notice the improvement will be merle to caro n red property, and in rxootdratoe with Cfiepsar 713, Florida SttM= dee fio"ft bdimmdi m is provided in the Notice of Commo=mwt. ' 1. mmmm OF PBo41im (Leo desonpon do erect avmr,.if W=jtble) Tax FOTAO row 2 4- 4 3- 4 7- 0 4- 0 0- 0 0 6- 0 0 3 0 SilEmr,Ylem 1LOM TRACTLOT DTDO UNIT 4-47-43, S 100 FT OF N 255 FT OF GOV LT 6 E OF SR NO 140 A/K/A CITY LOT NSZ36 9 2. GEN= 9%scRwrwNOvjW"9vecWrr: Demolish Existing Residence/ Construct New Residence 3, ogrmp, Tt= , N= Dr . & Mrs. Amgad Girgis _ aAd 9529 Savona Winds Dr., Delray Beach, FL 33446-9751�k%ma0pvpwuy Future Residence dN==a*ftaaofrees**>ml&aW(ifodwd-Ow—)__ �!A 4. OWRUWtO:t'tiWJAAo1>.RBSSAND PRONE KWI BR. Houlihan Construction, LLC 1715 N. 44th Ave.,Hollywood, FL 33021 (954)699-6132, (954)981-4852 Z 5. 9011E 7'1^B NATO, ADD.°= AND PHONE NUN=AND COND At" WW-. Nla 6. NMKAQD=APRMNUAfl= 14 NDA 7. Pmana within die Stdo of Flaw des V:ftd by Owner upon whom notes or oilier &cumeaft maybe served as WwiWtd by Secfm 713.13 (1) (a) 7., Florida Steh tes: NAt:1P, ADMM AND PHONE NUATM& tt. In eddWon to himself or harrxlth Owner desigivies the following to reaivo a copy of the themes Notice u provided in Section 713.13 (1) (b), Florida Sf: NAIL. ADANDP8ON6 NUksU:iB: State of Flod& Coumy 0f Pdm Hach The fteping Wsuvanat was acmawlodgod before we this 3 day of By r1.L`lCi a Gi m 1. . as n l c)1(IQ.i of p ) (type of tuthN*,...e g. offlow. tnratee. wormy in A et) 'For (news of party are bdk fof whom hisavanz t was executed) . AasmroUy blown oar prodttoed the following typo of idtnti5c�iam: NOTARY PUBLIC STATE OF FLORtOA u uture of Notary Public) . Qn=7 EE092020 EVp W 0R015 Under PdBWO of pedwy, I dWIM th'd 1 ban reed the fxigoing and drd the fists in it tie true to the beat of my btowiedge laid belief (Secdoc192.525, Flaida Stcftdes} s) or Omm(sp Acdwi=d Otd:en► DE vdw / Partcw1Mkmgpr who t'yood above: BY. ZZ7 - or By Raw.11)1 9 (S STATE OF FLORIDA • PALM BEACH COUNTY I hereby certify that the foregoing is a Ali true copy of the record in my office with red i s, i any as rengIpfiried by law. THIS 2,20 f P S ON R. BOCK t C� CLER C RO By DEPUTY CLERK o. 1.W 1 .:z Town of Highland beach 3614 SOUTH OCEAN BOULEVARD • HIGHLAND BEACH, FLORIDA 33487 palm Beach County, Florida February 2, 2011 Ms. Celora Jackson, Engineer Office of Beaches and Coastal Construction Florida Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 300 Tallahassee, FL 32399-3000 RE: The Proposed Residence at 4121 South Ocean Boulevard, Town of Highland Beach, Palm Beach County Dear Ms. Jackson, 561-278-4548 FAX 561.265-3582 Mayor: Bernard .Featherman Vice Mayor: Miriam S. 7wick Commissioners: Doris M. 7Y-inley John J. Pagliaro Dennis J. Sheridan Interim 7bwn Manager: Kathleen D. Weiser RECEIVED FEB 1 0'1012 BUREAU OF BEACHES AND COASTAL SYSTEMS The Town of Highland Beach has reviewed the proposed site plan for a residence, to be constructed, at 4121 South Ocean Boulevard, Highland Beach, Florida. The review of the proposed site plan illustrated that the project is in conformance with the Town's existing comprehensive plan. In addition, the proposed project, as submitted to the Town, is in compliance with local zoning setback requirements. The Town of Highland Beach wishes to approve this proposed project, subject to approval, in writing, from the Department of Environmental Protection. Please call, if you have any questions. MICHAEL DE-S�2CY, CBO INDEPENDENT INSPECTIONS LIMITED TOWN OF HIGHLAND BEACH 561.239.0262 cell 561.278.4540 office www.ci.highland-beach.fl.us A6 Florida Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 September 6, 2012 Amgad and Nermeen Girgis c/o Douglas Mann, P.E. Coastal Planning & Engineering, Inc. 2481 NW Boca Raton Boulevard Boca Raton, Florida 33431 Dear Mr. Mann: Notice to Proceed Issued Permit Number: PB-1041 Permittee Name: Amgad and Nermeen Girgis Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard Jr. Secretary Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection; the permit is enclosed. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Condition(s) 1, 2, and 4. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire on September 5, 2015. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original pen -nit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. www. dep.s tatefl. us Douglas Mann, P.E. September 6, 2012 Page Two Petition for Administrative Hearin A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28- 106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3), Florida Administrative Code, petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes, must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. Douglas Mann, P.E. September 6, 2012 Page Three Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900. Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit, please contact me by mail at the letterhead address (add Mail Station 300), by telephone at (850) 921-7757, or by email at celora.a.jackson(a-),dep.state. fl.us. Celora DousS/ackslh, Engine r IV Bureau of aches nd Coast 1 Systems CDJ/dw l Enclosures cc: Permit Information Center Mark Taynton, Field Inspector Town of Highland Beach, Building Official Amgad and Nermeen Girgis, Property Owner STA TE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - Mail Station 300 Tallahassee, Florida 32399-3000 (850) 488-7708 PERMIT NUMBER: PB-1041 PERMITTEE Amgad and Nermeen Girgis c/o Douglas Mann, P.E. Coastal Planning & Engineering, Inc. 2481 NW Boca Raton Boulevard Boca Raton, Florida 33431 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on February 3, 2012, and was determined to be complete pursuant to rule on July 6, 2012. One March 16, 2012, the applicant filed a petition for waiver or variance under Section 120.542, Florida Statute, from certain requirements of the Florida Administrative Code, and on June 14, 2012, the Department issued a final order grating the petition for waiver or variance (PB-1041 V) to the applicant to provide relief from the requirements of Florida Administrative Code Rule 62B-33.005(8). The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with the applicable provisions of Section 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location and shore -parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore -parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: September 5, 2015 PERMITTEE: Amgad and Nermeen Girgis PERMIT NUMBER: PB-1041 PAGE 2 LOCATION: Between approximately 0 feet and 100 feet south of the Department of Environmental Protection's reference monument R-201, in Palm Beach County. Project address: 4121 South Ocean Boulevard, Highland Beach. PROJECT DESCRIPTION: Two -Story, Single -Family Dwelling with Understructure Garage 1. Location relative to control line: A maximum of 109 feet seaward. 2. Exterior dimensions: A maximum of 96.7 feet in the shore -normal direction by a maximum of 76.0 feet in the shore -parallel direction. 3. Type of foundation: Piles. 4. Maximum excavation for parking area: Approximately 475 cubic yards not to exceed a maximum distance of 63.8 feet seaward of the control line. Seaward Swimming Pool 1. Location relative to control line: A maximum of 117.7 feet seaward. 2. Exterior dimensions: A maximum of 19.1 feet in the shore -normal direction by a maximum of 37.1 feet in the shore -parallel direction. 3. Type of foundation: Piles. 4. Deck elevation of swimming pool: +22.6 feet (NAVD). 5. Bottom elevation of swimming pool: +16.6 feet (NAVD). 6. Maximum depth of swimming pool: 6 feet. Excavation/Fill 1. Volume of excavation seaward of the control line for understructure: Approximately 475 cubic yards. 2. Location of excavation: Predominantly within the footprint of the garage. 3. Volume of fill to be placed: Approximately 475 cubic yards. PERMITTEE: Amgad and Nermeen Girgis PERMIT NUMBER: PB-1041 PAGE 3 4. Location of fill to be placed: Beneath and predominantly within the footprint of the dwelling and underneath pool deck to a maximum distance of 109 feet seaward of the control line. Other Structures/Activities 1. Landward stair system attached to the dwelling. 2. Coral stone set in sand pool terrace area of dimensions 36 feet in the shore -normal direction by 83 feet in the shore -parallel direction to extend to a maximum distance of 114.0 feet seaward of the control line. 3. Access stairway along the south side of the dwelling not to extend any farther seaward than the dwelling. 4. Landscape plantings across the site to include plantings within the dune system as mitigation for impacts. 5. Exterior lighting. 6. Demolition of existing structures. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Mark Taynton at (850) 488-7708 to schedule a conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. 3. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 4. All excavated and imported, if any sand material to be placed on -site shall consist of sand which is similar to that already on the site in both grain size and coloration. This material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. PERMITTEE: Amgad and Nermeen Girgis PERMIT NUMBER: PB-1041 PAGE 4 All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore -parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this �f day of 2012, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S 120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. eputy Clerk Date State of Florida W—Daftnent of 1 Protection ony D. lNeal, P.E., Adhini'sirator oastal onstruction Control Line Program Bureau of Beaches and Coastal Systems FINAL CERTIFICATION �,�EpR1 pR01EQIDN Bureau of Beaches and Coastal Systems Division of Water Resource Management FLOR A Mail to: Florida Department of Environmental Protection Permit Number: PB-1041 3900 Commonwealth Boulevard Mail Station 300 Tallahassee, Florida 32399-3000 Permittee Name: Amgad and Mermeen Girgis This is to certify that the work under the permit for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. FOR WORK INCLUDING: Construction of a two-story, single-family dwelling with understructure garage, seaward swimming pool, excavation, and fill placement. NOTE: Any deviations from the permit and any portions of the permitted work not actually performed shall be noted and described in detail as an exception to this certification. Signature of Engineer or Architect Typed or Printed Name of Engineer or Architect (Seal) State of Florida Registration Number Date DEP Form 73-115B (Updated 9/05) FLOR A1h T .1 PERIODIC PROGRESS REPORT Bureau of Beaches and Coastal Systems Division of Water Resource Management Mail to: Florida Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 300 Tallahassee, Florida 32399-3000 PERMIT NUMBER: PB-1041 PERMITTEE NAME: AMGAD AND NERMEEN GIRGIS If construction has occurred, please describe its maximum extent in the space provided below (If no work at all has been performed, please report "Not Started." If construction or other authorized activity has begun but no progress has been made since the last report, please report "No Progress"): CONSTRUCTION TO DATE INCLUDES: 2. All work performed as of this date is described above and is hereby certified to be in compliance with the project description and plans approved by the Department of Environmental Protection as part of the permit and with all conditions of the permit. Locations and elevations of all construction as of this date have been specifically verified as applicable and have been found to complywith the project description, approved plans, and conditions of the permit. No unpermitted construction or activity has occurred (Any exceptions to the statement above are to be described and explained under Item Number 1 above, as part of this report. The explanation should state why the construction or activities not in accordance with the permit has occurred.) 3. The property owner or authorized agent may sign these progress reports. However for new armoring or major reconstructed armoring, the reports must be signed by an engineer licensed in the state of Florida following each period in which construction has occurred. Signature of Engineer (if applicable) Typed or Printed Name of Engineer (if applicable) Florida Registration Number (if applicable) Signature of Property Owner or Authorized Agent (if applicable) Typed or Printed Name of Property Owner or Authorized Agent Date Date (Seal) DEP Form 73-111 (Revised 6/04) A. ��o��W`gpAOpEQIDN o Q c� FLORfDA FOUNDATION LOCATION CERTIFICATION Bureau of Beaches and Coastal Systems Division of Water Resource Management Mail to: Florida Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 300 Tallahassee, Florida 32399-3000 Permit Number: PB-1041 Permittee Name: Amgad and Nermeen Girgis This is to certify that all aspects of the foundation location, as constructed, are in accordance with both the plans and the project description approved by the Department of Environmental Protection as part of the permit. The foundation location certification is based upon such surveys as are necessary to determine the actual location specified below: Distance the seawardmost piling has been placed as measured perpendicular to the coastal construction control line: feet Note: Any deviations from the approved plans and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure is authorized until the Bureau of Beaches and Coastal Systems has notified the permittee, in writing, that this foundation location certification has been approved. Signature of Applicant Date Typed or Printed Name of Applicant Signature of Surveyor Date Typed or Printed Name of Surveyor (Seal) State of Florida Registration Number DEP Form 73-114B (Updated 9/05) Florida Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 June 14, 2012 Amgad and Nermeen Girgis c/o Douglas W. Mann, PE Coastal Planning & Engineering, Inc. 2481 NW Boca Raton Boulevard Boca Raton, Florida 33431 Dear Mr. Mann: File Number: PB-1041 V Property Owner Name: Amgad and Nermeen Girgis Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard Jr. Secretary JUN 21 2012 HIGh:' BEACH BUP ' ;ENT You are hereby notified that the Department of Environmental Protection has issued the enclosed final order granting your petition for variance from Rules 62B-33.005(8), Florida Administrative Code, pursuant to Section 161.053, Florida Statutes. If you have any questions pertaining to this notice, please contact me by mail at the letterhead address (add Mail Station 300), or by telephone at (850) 921-7757, or by e-mail at celora.a.jackson ,dep.state.fl.us. Enclosures Certified Mail # 7012 0470 0001 3908 0439 #am 6w� 0Q www. dep.state, fl. us Florida Department of Rick Scott Governor Environmental Protection Jennifer Carroll Marjory Stoneman Douglas Building Lt. Governor 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Herschel T. Vinyard, Jr. Secretary BEFORE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION In re: AMGAD and NERMEEN GIRGIS rBUILDING CI �� Petition for Waiver or Variance from Certain Provisions N 21 2�12 of Rule 62B-33.005(8), F.A.C. GHLAND BEACH (-+FPARTMENT File No. PB-1041 V / OGC Case No.: 12-0926 FINAL ORDER GRANTING PETITION FOR WAIVER OR VARIANCE On March 16, 2012, AMGAD and NERMEEN GIRGIS (Petitioners), filed a petition with the Florida Department of Environmental Protection (Department) for a waiver or variance under Section 120.542, Florida Statutes (F.S.), from certain requirements in chapter 6213-33, Florida Administrative Code (F.A.C.). The petition requested a waiver or variance from subsection 62B-33.005(8), F.A.C., which requires that major structures be located a sufficient distance landward of the beach and frontal dune to permit natural shoreline fluctuation. AMGAD and NERMEEN GIRGIS petitioned for the waiver or variance of those rules in order to obtain approval for the construction of a single-family dwelling, swimming pool and accompanying structures pursuant to chapter 6213-33, F.A.C. The single-family dwelling as proposed would be located on top of the frontal dune. The property address is 4121 South Ocean toulevard, Highland Beach, Florida. 'Notice of receipt of the Petition was published in the Florida Administrative Weekly on March 30, 2012 comments on the requested variance. Page 1 of 9 The Department ' did not receive any BACKGROUND AND APPLICABLE REGULATORY CRITERIA 1. Pursuant to section 161.053(4), F.S., those undertaking construction located seaward of an established coastal construction control line (CCCL) must obtain a permit from the Department. 2. Permits for construction seaward of the CCCL may be granted by the Department upon consideration of adequate engineering data, design features of the proposed structure, and potential effects of the location of the. structures or activities, including potential cumulative -effects of proposed structures or activities upon the beach -dune system. 3. On February 3, 2012, the Petitioners submitted a permit application to the Department under section 161.053, F.S. and chapter 62B-33, F.A.C., to authorize the construction of a single-family dwelling, swimming pool and accompanying structures. The application was assigned DEP File No. PB-1041. 4. Upon review of the proposed site plans, Department staff determined that the structures to be built are located on the frontal dune. The frontal dune makes up the entire property on which the proposed structures are to be located. SECTION 120.542, F.S., VARIANCE AND WAIVER PROVISION 5. Section 120.542, F.S., provides in pertinent part: (1) Strict application of uniformly applicable rule requirements can lead to unreasonable, unfair, and unintended results in particular instances... Agencies are authorized to grant variances and waivers to requirements of their rules consistent with this section and with rules adopted under the authority of this section. (2) Variances and waivers shall be granted when the person subject to the rule demonstrates that the purpose of the underlying statute will be or has been achieved by other means by the person and when application of a rule would create a substantial hardship or would violate principles of fairness. For purposes ' Page 2 of 9 of this section, "substantial hardship" means a demonstrated economic, technological, legal, or other type of hardship to the person requesting the variance or waiver. For purposes of this section, "principles of fairness" are violated when the literal application of a rule affects a particular person in a manner significantly different from the way it affects other similarly situated persons who are subject to the rule. Section 120.52(21), F.S. defines variance to mean: (21) "Variance" means a decision by an agency to grant a modification to all or part of the literal requirements of an agency rule to a person who is subject to the rule. Any variance shall conform to the standards for variances outlined in this chapter and in the uniform rules adopted pursuant to s. 120.54(5). Section 120.52(22), F.S. defines waiver to mean: (22) "Waiver" means a decision by an agency not to apply all or part of a rule to a person who is subject to the rule. SUBSTANTIAL HARDSHIP TO THE PETITIONER AND VIOLATIONS OF PRINCIPLES OF FAIRNESS 6. Petitioners request a variance or waiver of the strict application of paragraph 62B- 33.005(8), F.A.C., because applying the rules to the permit application would be unreasonable, unfair, and would create an unintended result, a substantial hardship, and would violate the principles of fairness. 7. The Petitioners argued that there is no scientific definition of frontal dune. Therefore, it is impossible to locate the landward limit of a frontal dune and adhere to the rule that requires location of major structures landward of the frontal dune. The Petitioners did recognize that the Florida Legislature has defined frontal dune in section 161.053, F.S. 8. As stated by the Petitioners, the southern two thirds of Highland Beach has only one dune or ridge that extends vertically above the beach and then continuously decreases in elevation to the intersection with South Ocean Boulevard (AIA). The Petitioners alleges that the Department permitted several major structures on the frontal dune within the same area including Page 3 of 9 on the -properties immediately adjacent to the proposed structures. Thus, a precedent of permitting similar structures on the frontal dune has been established in this area. 9. The Petitioners further state that strict application of the rule would prohibit the construction of a major structure on the property. This, the Petitioners state, would be an unfair result considering the permitting of similar structures on the dune in the area. 10. Lastly, the Petitioners alleges that he cannot move the proposed major structure any further landward because the municipality of Highland Beach requires a twenty-five foot setback from the road. The major structure as proposed is sited up to the setback and cannot be moved any further landward. Further, the Petitioners argue that the pool designed seaward of the house has been substantially minimized and any further reduction or movement of the pool would compromise the pool's functionality and its ability to be maintained as an independent structure apart from the house. THE VARIANCE OR WAIVER WILL MEET THE UNDERLYING PURPOSE OF THE STATUTE 11. The Legislature established the CCCL program to protect Florida's beaches and dunes while assuring reasonable use of private property lying seaward of the CCCL. One purpose of the program is to protect the coastal system from improperly sited and designed structures which can destabilize the beach and dune system, accelerate erosion, endanger adjacent properties, or interfere with public beach access. Construction activities that take place seaward of the CCCL require Department approval. In the instant case, the proposed single- family home, swimming pool and other structures are located seaward of the CCCL. 12. The Department rules as set forth in chapter 6213-33, F.A.C., were adopted to further define the proper balance between the need to protect the beach -dune system while still recognizing the need to permit construction on private property. Page 4 of 9 1.3. The Petitioners allege that Highland Beach has experienced great stability over a significant period of time. As noted by the Petitioners, the dune face is covered by mature salt tolerant vegetation. The Petitioners claim that this stability is due to the exposed Anastasia rock formation located seaward of the property in the intertidal zone. This rock formation has assured little shoreline fluctuation in the area by limiting wave action on the sandy beach berm. 14. The Petitioners further alleged that the mean high water line in this area has remained stable. The Petitioners substantiated this claimed by providing survey data showing the stability of the shoreline. 15. The Department assessment of the shoreline change rate revealed minor erosion of the shoreline. The Department assessment further revealed that the proposed project otherwise will be sited and designed to meet the criteria of Chapter 62B-33, FAC. Conclusion 16. Section 120.542, F.S., requires the agency to consider the Petitioners' "substantial hardship", both economic and otherwise, when considering whether a variance or waiver to the rule(s) should be granted. The section also directs the Department to consider and balance whether the "principles of fairness" are violated when the literal application of the rule(s) affect a particular person in a manner significantly different than other similarly situated persons who are subject to the rule(s). 17. Petitioners have demonstrated an actual substantial legal and technical hardship that will be suffered if the Department strictly adhered to the rule. Further, these Petitioners are uniquely — which may be considered as unfairly — affected by literal application of the rules the Petitioners seek relief from. Page 5 of 9 18. The Petitioners also adequately demonstrated that granting the variance will meet the underlying purpose of the statute by showing that the dune system in this location has been and will likely remain to be stable due to the presence of the Anastasia rock formation found in the intertidal zone. THEREFORE, IT IS ORDERED: 19. Based on the foregoing reasons, the Petitioners have demonstrated that they have met the requirements for a waiver or variance of subsection 62B-33.005(8), F.A.C., regarding construction on the frontal dune. After receipt of the permit, the Petitioners will be authorized to construct the proposed single-family dwelling, swimming pool and accompanying structures on the frontal dune. This variance will remain in effect permanently after date of execution. Notice of Rights The Department's proposed agency action will become final unless a timely petition for an administrative hearing is filed under sections 120.569 and 120.57 of the Florida Statutes before the deadline for filing a petition. The procedures for petitioning for a hearing are set forth below._ A person whose substantial interests are affected by the Department's Order may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Petitions filed by the Petitioner or any of the parties listed below must be filed within twenty-one days of receipt of this written notice. Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may request an extension of time to file a Page 6 of 9 petition -for an administrative hearing. Requests for extension of time must be filed (received by the clerk) with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee,' Florida 32399-3000, before the end of the time period for filing a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Petitions filed by any persons other than those entitled to written notice under section 120.60(3), Florida Statutes must be filed within twenty-one days of publication of the notice or within twenty-one days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who asked the Department for notice of agency action may file a petition within twenty-one days of receipt of such notice, regardless of the date of publication. The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57 of the Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will only be at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205 of the Florida Administrative Code. A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; Page 7 of 9 (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the Department action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise contain the same information as set forth above, as required by rule 28-106.301. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the Department final action may be different from the position taken by it in this notice. Persons whose substantial interests will be affected by any such final decision of the. Department have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Mediation is not available for this proceeding. Once this permitting decision becomes final, any party to the final agency action has the right to seek judicial review of it under section 120.68 of the Florida Statutes, by filing a notice Page 8 of 9 J , of appeal under rule 9.110 of the Florida Rules of Appellate Procedure with the clerk of the Department in the Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000, and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within thirty days after this order is filed with the clerk of the Department. k9 DONE AND ORDERED this A day of Ty ae 2012, in Tallahassee, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION lv�. Danielle H. Fondren, Chief eBureau of Beaches and Coastal Systems 3900 Commonwealth Boulevard, MS 300 Tallahassee, Florida 32399-3000 FILED ON THIS DATE PURSUANT TO § 120.52, FLORIDA STATUTES, WITH THE DESIGNATED DEPARTMENT CLERK, RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED. CLERK DATE Copies Furnished to: Suzanne Printy, Joint Administrative Procedures Committee West Gregory, Office of General Counsel Page 9 of 9 Florida Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 February 29, 2012 TO WHOM IT MAY CONCERN: MAR 5 2012 Request for Public Comments HIGHIANU BEACH q BTLDING DtPART;+^.EN'C File Number: PB-1041 ______M- Applicant Name: Amgad and Nermeen Girgis Rick Scott Governor Jennifer Carroll Lt. Governor Herschel T. Vinyard, Jr. Secretary You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of a new three-story house with pool. A copy of the plans is enclosed. The proposed project is located between approximately 0 feet and 100 feet south of the Department of Environmental Protection's reference monument R-201, in Palm Beach County, and is within the local jurisdiction of the Town of Highland Beach. Project address: 4121 South Ocean Boulevard, Highland Beach. This public comment request is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of .the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The .expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within fourteen (14) calendar days after the date of this notice to Celora Douse Jackson, Engineer IV, Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, by mail at 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399 or by e-mail at celora.a.jacksongdep.state. fl.us. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Coastal Systems at 4708 Capital Circle NW, Tallahassee, Florida. CV w Enclosure www.dep.state fl.us PA Permits Only - JCP CCCL Co s\ CCCL Permits\Palm Beach\650196 Gir is Residence CCCLICAD\Permits\143504 CCGL PROP PV.Cwi o z LEGAL DESCRIPTION: — CZ THAT PART OF THE SOUTH 100 FEET HIGHLAND ��/fjl�r NORTH 3150 FEET OF SECTION BEACH DRIVE D i�� & ME; .WRED AT RIGHT ANGLES TO —� .•• 4', 4tRWO LINE THEREOF), TOWNSHIP ie d •'• n 47 •*fi0IdH,--'RANGE 43 EAST, PALM coasrAL coNsn?ucnor. BEACAC&N'LY, FLORIDA, LYING EAST CONTROL LINE AS • Q � , h RECORDED IN P.E. 80. �&I a OF TH% (T—OF—WAY OF STATE �; PACES 137-155, P.B.C. R.®1D Oa 1Qi 0"ieSAID LANDS SITUATE IN n ON 08/22/97 ALSO RECORDED IN O.R.B. E C91 -HIGHLAND BEACH, . PALM 0_ 9951/85, P.E.c.R. • AC l TY, FLORIDA AND (SEEGLp-Ta,11 • S 04 O I 6,345 SQUARE FEET, '•.� Z 0. •�C�vIORE OR LESS. N,dd"00*00,`�e 57118a;ti'z,= oo n A n t 7.7. ne - Feb 02. 2012 CW 2:22pm - SEAWARD EDGE OF ADJACEN- H 3 �� SEAWARD EDP HIGH WATE§ L 1EAWARD EDGE OF ADJACENT SEAWARD EDGE OF VEGETATIC SEAWARD EDGE MEAN HIGH SEAWARD EDGE OF WOOD REl S84S9'S,'E (C) QOt!- WALL, , D O cR 1 �L7 fi JI Q i v ' L7/ u z� Lu PAIU ! 9RKX ' co ; l] u U J ' 0 t 15 30 . f "i'ij aa3 i I Q sn z s7,L, as i I i0 GRAPHIC SCALE-�JN�F��J/ �2 O I I I � S � 07 I ; ZL ;#. N 752740.22 E 962184.71FD. 1/Y IA!!O CAP -•F' 1 82?4' Win' z eFNOT 31 � N*A VOLUME OF EXCAVATION SEAWARD OF CCCL = 475cy o VOLUME OF FILL SEAWARD OF CCCL = 475cy VOLUME OF EXCAVATION L ��_�_• ,! a5 me LANDWARD OF CCCL = Ocy VOLUME OF FILL LANDWARD OF. CCCL = OC N 752639.0 y E 962061.,6 (tar If cow- NOTES- 1 . TOPOGRAPHIC SURVEY CONDUCTED BY AVIROM AND ASSOCIATES, INC., DATED 06/26/09 REVISED 12/02/11. 2. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. ARCHITECTURAL PLAN BY JAMIE PLANA, ARCHITECT. o I S Yj °f p Z_ a COASTAL PLANNING & ENGINEERING, INC. m O "; G7 j 201 ILN. BOCA M0M 7DOLIt"AIIO R1• (nt)M14102 iD Z x BOCA IIAT M, FILRMA=01 FAX(M)M4116 rn O N ., conuft—Awnw 4.OAFL_-Men_ ,in• t�e S8 '34'21'TW OF 'Rnp 41 _......� vJm J. . I' cuu_um Cu..^In SEAWARD EDGE OF PROP SED HOUSE -111.0'L I934 rl 95217.86 752640.17 SEAWARD EDGE OF PROPOSED POOL 113.1' W L& 33m SEAWARD EDGE OF ADJACENT N'D (,'� `cam' — SEAWARD EDGE OF ADJACENT L" I SEAWARD EDGE 0.0' 281.3' 42. ; GIRGIS RESIDENCE 4121 SOUTH OCEAN BOULEVARD, HIGHLAND BEACH, FLORIDA PROPOSED PROJECT AREA PLAN VIEW - '_N F4.IL.A cr s W CTi SEAWARD EDGE OF HIGH WATER LIN SEASONAL 226.9 - SEA WARD EDGE 0 Z VPr�C-Y A I 2' .b'! R S7AF5 I . 257. 1,.0 - 9.e 1 G, - 7.7 5.4 4,0 nR . -0.2 - -0.5 . _0.5 . _0,7 •�+ i i 1 'ra`� S4.i.b3' I 1 '1 Z1, , �3 , as ; AIEAM H/GY! WA7Ef? EtEYATilhhl � Aq� �usmu��." re,r .:,.,t 1 ' I i i i I I i , • s.e 1 1 0.44' (NAW f9E'4) AS Sa FrYA a EAS?=n:.Y:Nt'7S LOZA7E0 CN 09/04/2011 A. PCRTlDPi (� .2 215.345 SQUARE FEET i S01 -1 %'4Q-" 0.60 ACnFS •1 ! it �, , 17' 7-�ma � � ; I I , , i I 7.z,! zsJ .1,., } o.o a3 a.a Aei ( � ,, i •'Ian or °i M � i°r j� 1 ti �' 7 I 1 i I\'(r, i �/�IIVV/..✓// 1I S00'50'�49"E 44.04''lapI 4. `i 7a, -15 1 ii 7.5 ns 1 .-GA - -e.4. I t '�e1s1i7a�%lairs ,,' l 1 1 S16'32°45"E , 1 nr I a rx,Any \ . r .90 .22' 27 1 a.4 Li. • ,', "" -&1 7.8 7.0• -4.a l -- 177 (cc2 TEj \—Sf_ASCNAL Hlrq WAMP. ELEYA770?,( 4.42' (NASD 1c66) AS LOCATED ON08/04/2011 SEAWARD EDGE MEAN HIGH WATER LINE 271.8' SEAWARD EDGE 0.0' 281.3' I --an .-1.2 ME Q V LW �I Im 0 15 30 GRAPHIC SCALE IN FT oc X , —n m o co D� o i i' r � Cn (T7 D coo N - a < m = O N M 0 NOTES: 1. TOPOGRAPHIC SURVEY CONDUCTED BY AVIROM AND ASSOCIATES, INC., DATED 06/26/09 REVISED 12/02/11. 2, ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. ARCHITECTURAL PLAN BY JAIME M. PLANA, ARCHITECT. x M _ ya COASTAL PLANNING a ENGINEERING, INC. T GIRGIS RESIDENCE cil o c� LA F ox UN 80"RA7OM"A110 Fe.(N)W41m 4121 SOUTH OCEAN BOULEVARD, HIGHLAND BEACH, FLORIDA Z J� lOC11 MTpl. FlLIlAA 77N7 FA%lal,I7F1M7. io PROPOSED PROJECT AREA PLAN VIEW 01 O hiwr_Cm� CAA FL MCL __ rrn 0) z z� a D M �n m = rn cn 0 io O) 96 /e « 0 do - A ' cm 6Lu- bi ECEIVElY FEB 0 3 2012 z I w 30 z 0 a > Li BEAU OF BEACHES COASTAL SYSTEMS VOLUME OF EXCAVATION SEAWARD OF CCCL = 475cy VOLUME OF FILL SEAWARD OF CCCL = 475cy VOLUME OF EXCAVATION LANDWARD OF CCCL = Ocy VOLUME OF FILL LANDWARD OF CCCL = Ocy CCCL FF EL. 23.1 0 30 60 90 DISTANCE FROM CCCL SEAWARD EDGE OF GARAGE/STORAGE 63.8' SEAWARD EDGE OF HOUSE 111.0' SEAWARD EDGE OF POOL 113.1' �— SEAWARD EDGE OF VEGETATION 189.2' SEAWARD EDGE OF SEASONAL HIGH WATER LINE 226.9' — SEAWARD EDGE OF MEAN HIGH WATER LINE 271.8' SEAWARD EDGE OF 0.0' 281.3' a COASTAL PLANNING & ENGINEERING, INC. tul ■.w. ROCA RATM DOUMAM rx. ()m) �m4l= MCA RATO)a, RM DA »a) FAR (M) M41+4 N n�..CwrNNfenNq.�M __ C.OA FL#$On I - HOUSE SCHEMATIC, SEE ARCHITECT'S PLANS i— LLJ LLI TOP OF POOL EL. 22.6' t/) I LLJ FTOM OF POOL EL. 16.6' = I I 120 150 180 PILE FOUNDATION (SCHEMATIC) PER STRUCTURAL ENGINEER 0 15 30 GRAPHIC SCALE IN FT GIRGIS RESIDENCE 4121 SOUTH OCEAN BOULEVARD, HIGHLAND BEACH, FLORIDA CROSS SECTION A -A'