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WS-17-1516 3� Miami Shores Village s'CY11it? Utt�:[S 10050 N.E.2nd Avenue NE , . ""' Miami Shores,FL 3313&0000111 rM11brk 04W1 r iplceml 1 `w�tOtt�1TPF CiVE©_ his Phone: (305)795-2204 Expiration: 1 13/2017 due c�a�.�11 �Z�}17 Project Address Parcel Number Applicant 1089 NE 104 Street 1122320290070 PAT COOCHI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PAT COOCHI 1089 N, E. 104 ST Contractor(s) Phone Cell Phone Valuation: $ 8,300.00 ASTOR CONSTRUCTION LLC Total Sq Feet: Type of Work:SUPPLY AND INSTALL-RESISTANT WINDO Available Inspections: No of Openings:5 Inspection Type: Additional Info:SUPPLY AND INSTALL-RESISTANT WINDO Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-6-17-64246 DBPR Fee $2.25 06/07/2017 Credit Card $50.00 $127.90 DCA Fee $2.25 Education Surcharge $1.80 06/16/2017 Credit Card $ 127.90 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $177.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I cerci that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin Fu ermore,I authorize the above-named contractor to do the work stated. June 16,2017 Authortzd ' nature:Owner / Applicant / Contractor / Agent Date Building epartment Copy June 16,2017 1 Miami Shores Village ' -�-- � UN 7 2017 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F\\BBC 20 BUILDING Master Permit No\rr!'� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N E 1D`1�h Sok,. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1j—Z2-A,? - 7.8t-©®-Aa Is the Building Historically Designated:Yes NO�*114 _ Occupancy Type:9,99ft*"� Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ?A�65LU COCCI' Phone#: 3o5!D5A-q-Lrw Address: NE kp'1\ ,<'NflKk. City: !Sboreg State: t)�OPA Zip: '�Sbl3z Tenart/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: P�C�bf ctnYwo(kon LLC, Phone#: Address: ^)?J)jC) 9.0 LA?-tap s4a-t- /� City: Ali RM. State: � o,4r)* Zip: X1545 Qualifier Name: O Ak"n's IN • Awwo Phone#: %Lk nz-\7-5,. State Certification or Registration#: cc'a l 5ouv� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: 00 Value of Work for this Permit:$ �1 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ®Repair/Replace ❑ Demolition Description of Work: \ fig` �K n Specify color of color thru tile: Submittal Fee$ 15O fQid Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised 02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I SignatureJSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 61�4y 20 by day of 20 by �A ,WA (:)LdAZ who is personally known to C'Ac�Io� A �fl@�1tiO who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAR UBLIC: NOTARY ELIC: I. Sign. Sign: L Print: ot/�`Y P�Bi. �IOIA Prin . tpar aoe MY ISSION t FF 056108 # * * * MY MISSION 9 FF 056108 Seal: EX IRES:September 24,2017 Seal: EXPIRES:September 24,2017 �l*eoF F09: Bonded Rin!Budget Notary SeNIM x'.0'.0,141 Bonded Aru Budget Notary SeMIoes APPROVED BY 3 Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 Count AER - Product Control Section to be used in Miami Dade County and other areas where a4owpd�by the Au rity ....�. .. 00 Having Jurisdiction(AHJ). 0 0 ' This NOA shall not be valid after the expiration date stated below. The MiamiIflatt'Count} Product ••••:• Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami tae County) feserve 0 0 0 0 0 the right to have this product or material tested for quality assurance purposes. If 41*�reduot or n'Igurial 0 • fails to perform in the accepted manner,the manufacturer will incur the expense of spgt jg�ting ana if a AHJ 00:-0. may immediately revoke, modify, or suspend the use of such product or material wit4> their jurisd0o0 tan. • RER reserves the right to revoke this acceptance,if it is determined by Miami Dade Product Control • Section that this product or material fails to meet the requirements of the applicable builcfmg code. 0 0 0 This product is approved as described herein, and has been designed to comply v jth The6 Florida gTifding 000000 � Code, including the High Velocity Hurricane Zone. 0 0 0 "' ' • DESCRIPTION: Series 11HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I I of 11,dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing 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 automatically 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#15-0519.09 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. NOA No.16-0714.13 MiaMr pADE courin Expiration Date: December 21,2021 "'• Approval Date: September 01,2016 f0,6�212, Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 0 7-081S.09 and 06-0445.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 8888 6...66 B. TESTS .. 8888 • 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading perFB;C,TASW-� 8668;. 2)Large Missile Impact Test per FBC,TAS 201'94.6 6 0 3) Cyclic Wind Pressure Loading per FBC,TAS•.C.1..'�t64 8888. 666 66.66 along with marked-up drawings and installation diagram of a PYC..q jW ng-g�a;s do . or, a PVC fined window and an aluminum sliding glass door, usingo godispace 4SnPS ..... spacer system,Duraseal®spacer system, Super Spacer®NXTTM Vpago;system and XL .• EdgeTM spacer system at insulated glass,prepared by Fenestratidn Testing 16-%l gyp;ory, •••.:. Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-80709 9 dated• 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis (5rtega:V.F� 2. 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 an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 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 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858, dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Pera,Jp. Product Control Etagiffier NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUED) 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 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-9a4 •0666 0 6.6• •• •• 'a along with marked-up drawings and installation diagram of an XOXl�Sminur f of a• horizontal sliding window,prepared by Fenestration Testing Laberat ff,Inc'-Vst: Report No.FTL-4859,dated 03/08/06, signed and sealed by Eddift6b•Largaespada, f••• foes ease . . 0 a • P.E. .... .... ..... (Submitted under NOA No. 06-0405.06) o::::.6 0 9. e.. . e„ 000000 se 6069.. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis,complying with FBC-ft� so**:* Edition (2014),dated 05/14/15,prepared by manufacturer, signal autiesealed by Anthony Lynn Miller,P.E. '60 (Submitted under previous NOA No. 15-0519-09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. .10 issued to Kuraray America,Inc.for their 2. Notice of Acceptance No. 14-0916 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. --:' gManuel a z, Product Control E aurin NOA No. 16- .13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5=" Edition (2014), dated May 16, 2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 6996 (Submitted under previous NOA No. 15-0519.09) 0000.• 3. Laboratory compliance letter for Test Report No. FTL-5330,iss1!0&bye enestrztion .• Testing Laboratory, Inc., dated 07/18/07, signed and sealed by CdAbpff. Rion4a:PP6E. 0000:. (Submitted under NOA No. 07-0815.09) Q r.• � ' 0000.. 4. Laboratory compliance letter for Test Reports No. FTL-4858 a�,d� L-48692 issued • by Fenestration Testing Laboratory, Inc., dated 03/08/06, sipead and ,seed by • Edmundo Largaespada,P.E. •• •• •• •••••• (Submitted under NOA No. 06-0405.06) :60:0: • 5. Proposal No. 16-0125 issued by the Product Control Section, dated M&rch 02.2w, ••• signed by Ishaq Chanda, P.E. • .. 0000.. G. OTHERS 1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window-L.M.I., approved on 07/09/15 and expiring on 12/21/21. Manuel Pere Product Control Exa r NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: :2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. -�UAFBPPA NDS-2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL,ADM-2010 A 5/16'LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.D90'"PVW INTERLAYER .AISI-S10047/S2-2D10 B.5/16"(AMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090- PVB'INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.D90"'PVB"INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.D90""PVB"INTERLAYER E.7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER NOA DRAWING MAP F.7/18'LAM[CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090°"PVB-INTERLAYER SHEET GENERAL NOTES.............1 G.13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8'AIR SPACE AND 5/16"LAMI GLAZING DETAILS............2 CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090- PVB'INTERLAYER. DESIGN PRESSURES.......3 H.13/16'LAMI IG:(1)LITE OF 118°OR 3/16'ANNEALED(MIN.)GLASS,5118'OR 3/8°AIR SPACE AND 5118"LAMI CONSISTING OF(1)LITE OF 118°ANNEALED GLASS AND(1)LITE VERT.SECTIONS.............5 OF 118'HEAT STRENGTHENED GLASS WITH A.090"PVB'INTERLAYER- HORIZ.SECTIONS............5 PARTS LIST.......................6 1.13/16"LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,5/16'OR 318'AIR SPACE AND 5/18"LAMI EXTRUSIONS....................7 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER CORNER DETAIL..............5 GLASS, ANCHORAGE....................8-11 47 AIR CE J.CONSISST NG OF1(2)LITES OF 311W ANNEALED G ELASS WITH A.090" PVB"INTERLAYER- K. 1/NTERLAYER �D 7/78'LAMI K.13/16"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 716"LAMI CONSISTING OF(1)LRE OF 3116'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A.090- PVB"INTERLAYER R SPACE AND 7/1(r L 1C0 CONSISTING OF(2)LITES OF 3116'HEAT STRENNGTTHENED GLASS WITH OA.1090"NPVB'IINTERLAYER LAMI 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT R6V(SED 5.SHUTTERS ARE NOT REQUIRED. rn��dYmBwlib/� � Building Code !(p' accepv�e No .� 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Lmmu tJme rL) 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. Ry pn,�1 Ca� ELCO TEXTRON NOA'S aa' ANSI/AFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY •• ••• • • • • • •• HURRICANE ZONE(HVHZ). I� 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE UQ AND�:HVA'i"Ri R.A. UNCHANGED. as 16 "PVB'=.090'BUTACLTE�1 PVB INTERLAYER BY KUFZ4RAY AMERICA,INC. was 6 I N!) 6 TO SH�72 G'NE LNOTE =JR 9 • • • • • • • • - 1070 TECHNOLOGY DRNE iM • AL-, • • • R N.VENICE FL34275 UM-fiOR7Zd A'4b L&RVM DOW,•1MPACT i, orr we,robc P.O.BO%1529 P as edc ,rt • �' win A LYI4rt dADLER,P.E. NOKOML5,FL 34274 Visibly Better HR710 NTS 1 11 4121.10 G RE.6597D5 ' pay.;p� (bohd GWt FJC Y18d� JJ. 32� 0:0 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21f/2 21 50 Part# Description Material 75 Korrmerling 4SG TPS Spacer System See this . 55 12'NOM. 76 QUaneX Super Spacer nXT with Hot Melt Butyl Sheet for 53ITE GLASS BITE 77 QuaneX Duraseal Spacer Materials 78 Cardinal)L Edge Spacer 51 63,64,65 EFERENCE TEST REPORTS:FTL-8717,8968&8870 512ALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS TERLAVE2 �PWB ONTE LAYER ALED OR HEAT STRENGTHENED GLASS 3716'ANNEALED OR HEAT 5TRE IGTF�NED GLASS . 7116'LAMINATED 5/16•LAMINATED GLASS 7/16'LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A 1 TEMPERED I.G.GLASS CAP. EXTERIOR INTERIOR* = BOTH THE DP AND ANCHOR v (ALL SECTIONS} p KURARAY BUTACITE QUANTITY D.REMAIN pVBINTERLAYER UNCHANGED. ; or 50 SAFLEX PVB INTERLAYER BY 21 50 t113116'Nom. EASTMAN CHEMICAL COMPANY I 75 78 12"NOM 2'NOM. 59 GLASS BITE ASS BITE sa ' 66,67,68,69,70,71 72,73,74,75,78,77 i IWANNEALED OR HEAT STRENGTNENEO GLASS398'ANNEAL®OR HEAT STRENGTHENED MASS j .(RO PYB IN7ERlAYER 060 PVe INTERLAYER .0S ANNEALED OR HEAT STRENGTHENED GLASS98'ANNFAi[!t OR HEAT SmENGTFET">ED GLASS796"LAMINATED 6118'LAMINATED 3116'OR V4'AIR SPACE 596'OR3Ar AIRSPACE 118'o 3116'ANNEALED OR TEMPERED GLASS 1/8'OR 3116'ANNEALED OR TE�flERED GLASS 13136"NOM. 13116"LAMI IG GLASS W15116'LAMI 13/16'LAMI IG GLASS W/7/18"LAMI i ALUMINUM REINFORCEMENT PRODUCT REVISED SILICONE HOT-MELT BUM POLYISO- DESICCANT FILL AREA -ema0yiogwA am +1 STRUCTURAL BUTYLENE 5116NOM. Building Code SILICONE 5116"NOM. SEAL AeceptN j(O'G 3116'NOM. SILICONE SEAL STRUCTURAL. 1/4'NOM. FOAM BUTYL& ROLL-FORMED ` POLYISOBUTYLEN WITH DESICCANT STAINLESS STEEL I WITH DESICCANT DESICCANT FOAM miiwd pmdud S EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS •• ••• • I..GLASS• • •• i •••iBXLkD KODISPACE OSUPER agURASEAL& SPACERO SPACER®NXTTM 4066 : :; :; :;•;: ; •• • • • •• Rte•: O.r< �= A�L%QE�TAIW •Bt e&u5ne O AOD�SPACEftS to7oTECHNoIoovDwvE • • • •N VENICE,EL34Z75 �TUM.� M`AL R 11/UrIMPALG j OYc /b+Yrmc P.O.BOX 1!478 — 8ert• tu+.nx• • 1.. _-j NOKOMIS,FL 34774 VL Abh Bauer a • Ftl� •2 •�t •• 4127yt� P.E.B 58706 Oren O`ee 7 Oren FX T28/OB AI 8 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. k(l/4,11.12111.1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) GLASS WINDOW HEIGHT TYPE 38" 38 318" 48" 50518 54" 80" 83" A,B,G,H +60.0 -60.0 +60.0 j -60.0 +60.0 i -60.0 +60.0 •60.0 +60.0 j X0.0 +60.0 X0.0 +60.0 } -60.0 +60.0 -60.0 Be. A,B,G,H +60.0 X0.0 +60.0 i -W.0 +60.0 -60.0 +60.0 _60.0 +60.0 ; -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 ; -56.2 FOR INSTALLATION IN VE 30 A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 j $0.0 +60.0 60.0 +55.2 -55.2 +52.3 -52.3 FT tLASSSVHZ TTYPES G- A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 ! -60.0 +60.0 -60.0 +60.0 ' $0.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 L SHALL HAVE A A,BGH +60.0 $0.0 +60.0 I -60.0 +60.0 i 60.0 +60.0 $0.0 +60.0 60.0 +59.5 -59.5 +53.6 -53.6 +50.9 1 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP+60,0 ; -60.0 AND ANCHOR 1" C,I QUANTITY REMAIN D,E,F, 5.0 -75.0 UNCHANGED. 1" J,K L TA LE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 83" WIDTH TYPE TO 7118" A'B.C, +60,0 -60.0 G,H,I TO 86 7116" D,E,F, +75.0 -75.0 J,K,L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIG WIDTH TYPE 26" 38" 38 318" 48" 60 518" 54' 80" 83" 80" A,B,G,H +75.0 -75.0 +75.0 ':, -75.0 +75.0 -75.0 +75.0 -75.0 +75. -75.0 +75.0 75.0 +75.0 ' -75.0 +75.0 I -75.0 88" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 -75.0 +75.0 75.0 +74.2 -74.2 +70.2 -70.2 rKonucr nEVISEo 72" A,B,G,H +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +75.0 75.0 +75.0 +75.0 75.0 +69.6 69.6 +65,2 -65.2 �Pl���Florida 74" A,B,G,H +75.0 75.0 +75.0 i -75.0 +75.0 + -75.0 +75.0 -75. +75.0 75.0 +75.0 -75.0 +68.1 66.1 +63.8 63.8 B n1d1 g ° +75.0 i -7 .0 UP TO 74" C,D,E,IF R. I,J,K,L de Pra wC•a GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FTL-5330 A.5/16"LAMI-(1i$"A,.090,1/8"A) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(118°A,.090,1/8-HS) H.13116"LAMI IG-1/8"OR 3116"A(MIN.1 5116"OR 318"AIR SP ACEr•5(I'J Ayl-('�(8"A•-020.1/8:HS) C.5/16"LAMI-(1/8"HS,.090,1/8"HS) I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"AIR SI�'ACE,5/IfiI-r1/sN�,•�t1�118"HS) • •• 16"A D.7/16"LAM[-(3116"A,.090,3116"A) J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE i i/16"LAMt �11 'A�•0 �/ 1 _ gas r3i16#A,.d�0,•3114•FiS) E.7/16"LAM[-(3(16"A,.090,3/16"HS) K.13116"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI- F.7/16"LAMI-(3116"HS,.090,3116"HS) L.13/16"LAM[IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3116-HS) s"aaes are ••• • • 1070 TECHNOLOGY DRWE D 1G'AI PRESSl�26S'• S 6y wNe� ` N.VENICE.FL 34Z/5 scum NPS fAL' LL.ER yWA9DP•SIMPACT P.O.BOX 1528 ®t • •• • o.ee NOKOMIS.FL 36274 v&lb!'j' all ••"4127!1U G+ A LYNN M P.E. St"n,er. oec a.m,d me t4ato NTS 3 FJL 9/18AOB JJ. 3/23M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 27 2738" MAX.OL DLO MAX.DLO MAX.DLO 54 5116'MAX.DLO FIXED VEER FIXED D D VENT Aa B B 6 B / roX X X O X — IL 7116"MAX.WIDTH I.F.FRAME—�{ —110"MAX WIDTH I.F.FRAME --�^7I k——W 7116•MAX.WIDTH FLANGE FRAME ---111'MAX WIDTH FLANGE FRAME DDETAIL C-XOX(113-1/3-1/3) DETAIL B-XOX(1/4-1/2-1/4} NOTE: 33 9116"MAX. 33 9116"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT u .. SEALANT OR GASKET I"° 'MAX AT HEAD AND SILL e FLANGE A I A FSE 15 I 56" CONFIG. 57 3/6" ODIlt.'I'REVISED MAX�• I.F.FRAME as cemplgmg.viUa�Ptaida _=15 Buildb*Gide MAX / DLO ALL Ac-P mum Na I -0 2/ DLO ALL / I / VENTS FIXED 62'MAX. 'ealion Data LITES I.F.FRAME O I X ALL Ry uleP.4m CONFIG. I 1 FLANGE FRAME •• •• • • • 13 • •• • • • • • • • • • •• • •• • - r. 73'MAX.WIDTH I.F.FRAME 00• • • NA EIIUE� • •--7a•MAX.WIDTH FLANGE FRAME (FRAME CO ER�OP1S7Rl?CTION) DETAIL A-OX OR XO CE 64 6 a 1379TECHNOLOGYDRNE ELIEVA�ONS • • • • N.VENICE.FL 34M �- UM. f21Z A� q�R 4, D4VW*I•tMPACT IbMeF Ora' Rnbbac P.O.BOX 1379 V • O... • a°` ,0.LYNN Mn i ca P.E NOKOMIS.FL 3104 Vtrlbly Barns+ �f0 4 Ill •• 4127M0 (j P.E.O38T05 �ofa0 maw ee F.K T/11WB .LJ. 323M6 ••• • • • • ••• • • • • • • • • • • • • •• •• :0• •• ••• • •• •• • ••• • • INTERIOR 37 32 35 22 39 1 22 � Q 2 13 EXTERIOR INTERIOR 21 MAX.VENT DLO — MAX.FIXED DLO MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 39 HEIGHT FLANGE FRAME MAX. VENT Q 16 DLO MAX. FIXED DLO 4+ MAX.FIXED DLO MAX.VENT DLO 43 22 MAX.WIDTH(I.F.FRAME) r 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 21 41 22 PRODUCT REMM S 22 r�Psros 2 ".�" �1 -o •�21 12 $ EXTERIOR INTERIOR 7 24 12 21 I Pmdert'Cuatroi� EXTERIOR INTERIOR 6 • •� •• • • 42 ••• ••i ' • i ' ••• • 10 SECTION C-C SILL '• •�-� • 'SECTION,I .FRAME) (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTIGAL I 0-'$ACTIONS• • N.VENICE P1 29 =-�ffu- FJC ' ALUM.HCIt�1Z RQLdRyr7 DOW,IMPACT or P.O.BOX 7528 =-� myr• rcaey �'^' A LYNN M81FR P.E NOKOMW".FL 34274 V.66 /�71U •• Hg� 5 Q J • • •4127-10 G P.E.058705 maneX OIIc Omdad 06at 2/1.8/08 J.J. 3/!3/08 TTIIVI DW(�1 REV DESCRIPTION MAIL PGT# rm DWc 7 DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 (LASS 13116"LAMI ICrllB"A(MIN.),3/1"AIR SPA 5116"LAMI(118"A,.090 PVB, 2 4025 SASH STOP(STD. ANTI LIFT cup) 6063-T5 AL 612144 67 " 13116"LAMI IG118"A(MIN.,318"AIR SPA 5116"LAME 1/8"A,.090 1/8"HS 3 #8 X 3/4PH.PAN HEAD 7834AA 68 " IY16"LAME IC>ll8"A(MIN.),3/8 AIR SPACE 5116"LAM[(118"HS .090PVB 118"HS) 4 4053 SASH STOP(X1VER(SASH STOP) 6063-T5 AL 69 " 13116"LAME ICr3116"A(MIN.),5116"AIR SPACE 5/16"LAME(1/8"A,.090PVB,V8-A) 6063 T6 AL 64136 70 13116"LAMI IG-3/16"A(MIN. 5/16"AUL SPACE,5116"LAME(ll8"A,.090PVB,ll8"HS) 6 4136 FIANCiEFRAME SILL 71 13/16"LAMI 1&3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,I/8"HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 72r ]3/16"LAMI 1&1/8"4 ),ll4"AIR SPA 7/16"LAMI /16"A,.090 PVK 3/16"4 8 4131 ROLLERTRAC K 6063-T6 AL 64131 7313/16"LAMI IGr118"A WIN.),1/4"AIR SPACE,7/16'LAME /16"4 .090PVB,3/16 HS) 10 71298 WEEP HOLECOVER POLYPROP. 71298 7413/16"LAMI IG•I/8"A(MIN),ll4"AIR SPA( 7/16'LAMI(3/16'HS,.090PVB,3/16"HS) 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 7513/16"LAMI IG3116"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16 4) 13 4(102 A FLAN(iEFRAME7AMB 6063-T6 AL 612725 7613/16"LAMI IG•3/16"A(MIN.),3/16"AlR SPACE 7/16 LAMI(3/16" .090 PVB,3/16"HS) 14 4134 GASKET FORMAIN FRAME SILL JOINT 74134W/K 7713/16"LAMI ICl-3/16"A(MIN),3116"AIR SPACE,7/16"LAME(3/16"HS,.090 PVB 3116 HS) IS 1155 #8 X 1.000 AD PN.SMS 781 A 90 SCREENIFRAME OR&VER 3105/114 AL 15 4110 G #8 X 1.100 QUA OR 6063-T5 AL 641106 91 1630 SCRg1dCORNERKEY W/RING.S POLWROP. 17 4054 B FDM MEETING RAIL 6063RD-T6 AL 64054A 92 1631 SCREEN(pRNER KEY W/OUT RINGS P(ST.ST.P. 19 4066 W STP.,187 X.230,FIN SEAL 64066E 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAII 6063-T5 AL 612740 94 1624 SCREEN SPLINE-.135 DIA.FOAM PVC 22 1683 W STP.,2M X.270 BACY,FIN SEAL 2112H 95 1635 SCREEN SPLINE-.135 DIA.HARD km 23 225-1 ROLLER HOUSING&GUIDE 42112HD % SKEIN �'� 24 226 BRASS ROLLER WHEaS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP• 44128N 2.710 32 4006 D SASH MEEI'INGRAI 6063HS-T6 AL 64006 33 1235 WSTP.,.170X 270RAM FIN SEAL 67S16G 35 1096 SWEEP IATrR DIHCAST 71095 36 1016 #8 X.625 PH.FL,SMS 7858 37 4126 SASH SIDERAEL 6063-T5 AL 64126 2.614 38 1683 WSTP.,.250 X.270 BACK,FIN SEAL 616836 � .082_A_ 39 7070 BULB W EATHERSTRIP.187 X 275 6707CK 40 LIFT RAILC OVERCAP 74078"C"LORR 41 4139 LF.FRAME 6063-TEAL 64139 I.F.FRAME HEAD 42 4140 I F.FRAME SILL 6063-T6 AL 64140 41 #4139,6083-Te 43 4141 IF_FRAME JAMB 6063 T6 AL 64141 ED 50 (IIAZING SILICONE,DOW 899,995 OR UIVALENT PRODUCT Rwlth ft 6TP247W,K s c"mplpiog with the FioriAa 51 1224 VINYL GLAZING BEAD BU LB(THICK) 52 1225 VOM GIAZINGBEADBULB 6TP248K 2.784 53 4039 B C$AZINGBEAD-5/16" 6(163 TS AL 64039E 062 3.152 oy 54 4044 B GAZINGBEAD-5116"W/GRILL KIT 6063-T5 AL 644703 parva prcQaat 55 4272 A (RAZING BEAD-7/16" 6063-T5 AL 64222 062 56985 C GLAZING BEAD-7/16"W!(RLLL KTT 6063-T5 AL 6985 1.988 59 4067 ($AZINGBEAD-13/16" 6063-T5 AL 64067 60 SS 5/16"LAMI UB"A .090PVB,118"A 43 I.F.FRAME JAMB •1 41. �Ti • • • • • 61 5/16"LAME(1/8"A,.090 PVB,U8"HS) • • • • • • 62 " 5l16"LAMI(ll8"HS,.090 PVB,I!8"HS) • •• • • • • • • • • • • 63 " 7/16"LAMI(3/16"A,.090 PVB,3/16"A ••• ••i • • • • • 2.710 64 " 7/16"LAME 3/16"A,.090PV13,3/16"HS) •• �2 • I!F.FRAME 6 I`' '6 65 7/16"LAME 3/16"HS.090 PVB,3/16"HS) #4140,6063-T6 70 t4=, • TS LIST •• :;. wm N.VENICE,FL 34M P � ALUN I'Qr,►s ROILI:R� w,IMPACT aA" talwbm P.O.BOX 152B ���• EareE�L • � A LYNN MILLER RE NOKOMIS.FL 34214 V&Wj He&?� �=O •• • 8 a � • • •Q}Q7 to G P.EA58706 �gF Oac G1iad J Owe FK Yl$IDB JJ. 323RB 4---i.513--{ .040 I 738 .082 --•-� 1.187 I-�- 3. 52 I 1'443 1� 1.� •0 SASH STOP COVER 73 .� 3. O 4 #4053.6C63-TS 1.122 L2.710--- � --2.710---moi —2.784 O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER #41028 6063 T6 #4136.6063 TB #4137,666&76 1.363 .062 061 1.167 7 � 13 FLANGE 6FRAME 6 AMB j o6z ----it--.oez .L—.I .490 437 �-+-1.403� 1451 �� T i.46i O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 #4131,6063-T6 #40548,6063HD-TB .062 2 78 � . 2. 8 050 062 49 TML .0 878 . II --� 1.081 129'I+I 1.096-�--� 1.349�'I PRODI.Is i RBVI56D SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL O SASH SIDE RAIL 53 GLAZING BEAD,5/16" B.PGr"d.wac>reaw;m 21 #4006D,6063HS-T6 37 #4126,606&75 #403913,6063-T5 A �((o. #4133,8083-T5 J� 're1i"n Dra4 ��� � 1 Nlumsi 1 II r Ip 678 .050 678 Jam-- 050 678 050- L, 1.097 1.096 1.096-{"—�I� ��� 1.115-��"'i�•l ••• • GLAZING BEAD,7/16" . : • •GWIWQ BEAD,13116" 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 #sa5c,BOi3 T5 •• ••• 59 • • ••#4o6z,6063-T5 #40445,6063-T5 #4222A 6063-T5 (USED W GRILL KIT) (USED W! �IL1!KIT) : ••: :•: •• • • • •• _ {tiJ16 " EaXTRUS/0 s . 1070 TECHNOLOGY DRIVE �,�I� °tl� N.VENICE.FL 34275 HUEM.HOR/ZUW/IIL ,Z •R MRAMnOW,IMPACT R"rsae,: �' Re+ld� P.O.89X 1528 8de �" A LYNN MILLER,P.E. - o� NOKOM(S.FL 34274 Visibly Better f0 •••H8� 7 d f i• •••4127-10 G P.Es 58705 FJG Z/28�D8 J.J. a13lOB • ••••• • • • • • • ••• • • • •• •• ANCHOR QUANTITIES,XOX 1!4-112-114 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1, ANCHOR TYPES: ANCHOR TYPE 2.3•WOOD Z CONC 1,CONC 2 3,WOOD 2,CONI 1,CONC 1-1/4"ELO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) 8 SUBSTRATE ZONES ZDNES LANES ZONES ZONES m ZONES i 2.GLASS TYPES: f°w �tO Im p�q ppqq i a�q1 A.5116'LAMI-(118"A,.090,1/6'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 512E DEAD 8 50.1)g HEAD 8 SILL HEAD 8 SILL HEAD&S0.L g MEAD 8 S0..L Ig HEAD&SILL 1< B 5/16"LAMI-(118"A,.090,1/8'HS) FT.GLASS TYPES G-L SHALL HAVE A W H ' � Ia ;� I-a+ TEMPERED I.G.GLASS CAP.BOTH THE DP AND C.5/16'LAMI-(1/8"HS,.090,1/8"HS) ANCHOR QUANTITY REMAIN UNCHANGED. 53.126x 36.375 1+02+1+C2+1 i 2 1+02+1+02+1{2 1+C2+1+C2+1 2 t+C2+1+C2+112 1+02+1+02+112 1+C2+1+02+tit D.7116 LAMI-(3116 A,.090,3/18'A) 48,000 1+02+1+C2+1i3 1+C2+1+02+1.3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1;3 F.7/16'LAMI-(3/16 S,.090'31166 HS) 60.625 1+Cd+1+02+1`3 1+C2+1+02+1'3 1+C2+1+C2+1`3 1+02+1+02+7 3 1+02+1+C2+1�3 1+02+1+02+1 3 G.13118'LAMI IG-1/8"OR 3/18'A(MIN.),5/18"OR 318"SPACE,5/16"LAMI-(118"A,.090,1/8-A) 54.0w 1+02+1+02+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1,3 1+C2+1+02+1 3 1+02+1+Cz+1 3 1+c2+1+02+1 3 H.1. 13/16'LAM]IG-1/8'OR 3116 A(MIN.),5116"OR 318"SPACE,5118°LAMI-(116 HS,-090,1/8HHS) 80.0 1+02+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+t+02+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 J.13116 LAMI IG-1/8'OR 3/16"A(MIN.),3116"OR 114"SPACE,7116'LAMI-(3/16'A-090.3/16°A) 63,000 1+C2+1+C2+1;3 1+C2+1+C2+1`3 t+C2+1+C2+113 1+C2+1+C2+1 3 1+02+1+02+1 3 1+03+1+03+1'=.3 K.X 18,LAMII IG-1/8°OR 3/16 A(MIN.).3116"OR 114 SPACE,7/16'LAMI-{3116 HS,.090.3116 S) 60.0001 38.375 1+C2+1+C2+1;2 1+(�+1+C2+1`2 1+C2+1+C2+1 2 1+02+1+C2+112 1+C2+1+02+1 2 1+02+2+02+11 2 ACENT TABLE AND BASED ON THE _ 48.000 1+C2+1+C2+1 3 1+C2+1+02+113 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+I2+1l 3 1+02+2+CZ+1j 3 3.DIMENSIONS.ONS. FOR WIANCHOR NDOWI SIZES NOT SPER HOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50,628 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+c2+1 3 t+C2+1+02+1 3 1+C2+2+C2+1j3 54,pw 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+2+tx+11 3 HEAD 8 SILL: 25 314 MAX.FROM CORNERN EACH SIDE S. MEETING RAIL CENTERLINE. 60.= 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 7+C2+1+C2+1 3 1+C3+2+C3+1 i 3 JAMBS: 9"MAX,FROM CORNERS AND 22112°MAX O.C. 63.000 1+I2+1tC2+113 9+C2+1+C2t1i3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+ti 3 1+03+2+03+ti3 TABLE KEY. O X 74.000 x 38.376 1+02+2+02+1 2 1+C2+1+C2+1 2 1+C2+Q+C2+1 i 2 1+02+2+C2+1 2 1+I2+2+C2+11 2 1+C2+2+C2+1 j Z +4+03+1 3 �r HOR QUANTITY PER JAMB 48.000 1+C2+2+C2+1 3 1+C2+1+C2+11+C2+2+C2+1 3 1+02+2+C2+1:3 1+C2+2+02+113 ` 60,625 1+01+2+C2+1�3 1+C2+1+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 I HEAD AND SILL ANCHOR QUANTITY. LLL---- A CLUSTER OF(3)ANCHORS CENTERED 54.000 JEI+C�22+2+4C�2+1. 1+02+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+03+113 AT EACH MEETING RAIL PLUS(1) 60.= 1+ 2+ 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C3+2+C3+t�3 ANCHOR AT EACH OPERABLE VENT PLUS(4)ANCHORS AT FIXED SECTION. 63.0 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+113 1+03+2+C3+1 3 (72)ANCHORS TOTAL AT HEAD AND SILL 64.=x 38.378 1+C2+2+02+1 2 NC2+2+1,200l+C2+A2+C2+1j2 2+1 2 1+02+2+02+112 1+02+2+02+1 2 1+C2+3+C2+112 48.000 1+C2+2+02+1 3 1+ 2+2+C2+12+1 3 1+02+2+02+1 3 1+02+2+02-1'3 1+C3+3+C3+11 3 (3"MIN.O.C.ANCHOR SPACING) 50.60 1+C2+2+C2+1 3 1+C2+2+C2+12+1 3 1+02+2+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+113 25 3/4"max. 64.000 1+C2+2+02+113 1+02+2+02+102+1)3 t+C2+2+02+1 3 1+02+2+C2+113 1+C4+3+04+1 3 .�1..-3"MIN. 60.000 1+C2+2+C2+1,3 1+C2+2+02+1C3+1 3 1+C3+2+C3+113 1+C2+2+C2+1 3 1+C4+3+C4+1 39'REF. X83.OW 1+C2+2+C2+1 3 t+C2+2+C2+1C3+1 3 1+03+2+C3+113 1+C2+2+C2+1,3 1+04+3+04+1 3 T X PRODUCT REVISED 106.376x38.376 Fkrida 1+02+2+02+1`2 t+C2+2+02+1 2 1+CZ+3+C2+1 2 1+02+3+02+14311.22+112 1+01+4+02+11 2 11 a"`N°PtY'O8'"'m� Bu-Pl Cade 48.000 1+02+3+02+1 3 1+C2+2+02+1(3 1+C3+3+C3+1 3 1+03+3+C3+12t1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP• AOcePmm p,�O ,4'7 21 5D.625 1+01+3+02+1 3 1+C2+2+02+1 3 1+03+3+03+1 3 1+03+3+03+13+1�3 1+03+4+p+11 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 1 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+03+13+1 3 1+C4+4+CA+1;3 (SHOWN IN TABLE KEY ABOVE) 60.DW 1+03+3+03+113 1+C2+2+C2+1 3 1+04+3+04+1 3 1+04+3+C4+1C3+1`3 1+04+4+04+1y3 25 314'MAX 63.000 1+03+3+03+1 3 1+C2+2+C2+113 1+C4+3+C4+1 3 1+C4+3+C4+104+1 3 1+06+4+06+113 1 1/2'TYP. 111.000x 38.375 t+C2+3+C2+!l 2 1+f,2+2+02+1.2 1+C2+3+C2+1 2 1+02+3+C2+113 1+C2+3+C2+1 lit 02+4+02+11 2 --3'MIN. .. 48.000 1+02+3+02+1 3 1+C2+2+02+1,3 1+03+3+C3+1 3 1+03+3+03+1 3 1+02+3+02+1 3 1+C3+4+03+113 REF. • X• • • �p ••• X - - - 60.625 t+C2+3+C2+1 3 1+C2+2+C2+1 3 1Fl+C4+ 1+03+3+03+1 3 1+03+3+03+1}3 1+C3+4+C3+1�3 • • • • • • - _ - •T� • 64.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 11+C3+3tC3rt 3 1+03+3+03+113 1+04+4+04+113 ••' 000 •• ••• : • • • •• fi0.000 1+C3+3+C3+1 3 1+01+2+02+1 3 1 1+C4+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1�3 MTG.RAIL,TYP. �� I EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1 1+C4+3+C4+1 4 1+C4+3+C4+t13 1+C5+4+C5+1 4 - - -AIITCHM4E P LING,XOX 49/2-9/4 1074 TECHNOLOGY DRIVE • • • • • :,...., :, _..`. N.VENICE,FL 34M �k R� R INDOW,IMPACT •- IdmOBx 1)ur /bM/mc P.O.BOX 1528o •K. �` A.•LYNN MILLER,P.E. _ NOKOMIS,FL 34274 1111 lY Boar �D ••�N7� 8 �i i• ••4127-10 G P.E6 58705 SFXT/ZBN6 JJ. ••• • • • • ••• ANCHOR QUAN"nTiES XOX 113-113-113 WINDOWS TABLE5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C.D.E.F,I.J.K,L 2.3,WOOD 2,CONC 1,CONIC 2,3,WOOD 2,CONIC 1,tmNC 1.ANCHOR TYPES: ANCHOR TYPE 1-1l4'ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3-112 STEEL SCREWS(Cft) &SUBSTRATE ZDFES mNE3 ZONES ZONES ZONES ZONES ;yp w jm 1q 1a' m 2.GLASS TYPES: WINDOW S� HEAD&SILL! HEAD&SILL j HEAD&SILL 1 HEAD&SILL i� HEAD&SILL I HEAD&SILL A.5116'LAMI-(118"A.-OM,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v H " , 1' ;> }� B.6116'LAMI-(1/8-A.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.3/5 i+C2+1+C2+11;2 1+C1+1+Cd+1;2 1+C2+1+C2+1.2 1+C2+1+C2+1 i 2 1+C2+1+C2+1;2 1+C2+1+C2+1'12 C.516"LAMI-(118'HS,.090,18'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7116"LAMI-(3`16-&.090.X`16-A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.= 1+C2+1+C2+113 1+02+1+C2+113 1+C2+1+02+1 3 1+C2+1+C1+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 E 7116•LAMI-(3116"A,.090,316"HS) 5D.625 1+02+1+t2+1 i 3 1+02+1+(2+1 3 1+t2+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1I 3 1+C2+1+C2 +113 F.7116"LAMI-(3/16'HS,.090,3/16-HS)OR 3/16 _ 54.00 1+C2+1+C2+113 1+C2+1+Q+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+11;3 1+02+1+C2+1 3 G.�31�6-LAM[IG-1 W OR 3/16'A(MIN.),5116-OR 3!8'SPACE.5116'LAMI-(1i8'&.090,1/8'HS) 60.000 1+C2+1+C2+1j 3 1+02+1+t2+1 3 1+(2+1rC2r1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 H.I. 13/16"LAMI IG-1/8'OR 3/16"A(MIN.),5/16-OR 3/8'SPACE,5116-LAMI-(1/8-HS,.09 is"HS) 63.000 1+C2+1+C2+1'3 t+C 2+1+C 2 3 1+C2+1+C2+1 3 1+CZ+1+C2+113 1+C2+1+C2+113 1+C3+1+03+1 3 J.13/16'LAM[IG-1/8"OR 3/16"A(MIN.),3116OR 114-SPACE,7/16'LAMI-(3116-.,.090,3116"A) 53.125x38.375 1+02+1+C2+11.2 1+C2+1+C2+11 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+C2+1+02+11 2 1+C2+1+02+1 2 L 1316"LAMI IG-1/8'OR 3116'A(MIN.).3116'OR 1/4 SPACE,7/16-LAMI-(3116-S.090,3116"HS) 48.000 1+C2+1+C2+113 1+C2+1+C2+133 1+02+1+C2+1 3 1+C2+1+C2+1ja i+02+1+02+1j3 1+02+1+02+ti3 60.625 1+C2+1+C2+1i 3 1+02+1+C2+11 3 1+C2+1+02+1 3 1+02+1+C2+1,3 1+C2+1+C2+1 3 1+02+1+02+1 3 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+02+1+(2+11 3 1+02+1+C2+1 i 3 1+02+1+02+1 3 1+02+7+C2+1 3 1+02+1+22+1[3 1+C2+1+C2+ti 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+02+1+G2+i 13 1+02+1+(2+11 3 1+C2+1+C2+1 3 7+02+1+t2+1 3 1+C2+1+C2+1i 3 1+C 3+1+C3+1 3 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 63.000 1+02+1+Ct+1,3 1+C:2+1+C2+11 3 1+C2+1+G2+1 3 1+02+1+02+1.3 1+C2+1+C2+1;3 1+C3+1+03+1 3 25 3/4'MAX.FROM CORNERS 60.000 x 38.375 1+C2+1+C2+1`2 1+C2+1+02+1,2 1+C2+1+02+1 2 1+02+1+02+(7 2 1+C2+1+C2+1 i 2 1+C2+1+C2+1�2 JAMBS: y^MN(,FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C2+1'3 1+CZ+1+C2+113 1+C2-+1+C2+113 1+CZ+1+C2+1'•3 1+C2+1+C2+113 1+C2+1+C2+1;3 TABLE KEY: 50.626 1+C2+1+C2+113 1+02+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+t+C2+113 t+C2+1+C2+17 3 1+t2+1+C2+1 3 X O X 54.000 1+02+1+C2+11 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1*3 1+C2+1+(2+11 3 1+C3+1+C3+1 3 1+C3++1+C3+1 3 -ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+113 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+03+1 3 H�p,1�1D SILL ANCHOR QUANTITIES 63.000 1+C2+1+C2+1 3 1+C2+NC2+11 3 1+C2+1+C2+1`3 7+03+1+0 +11 3 1+02+1+02+7 3 1+p+t+03+1 3 - A CLUSTER OF(3)ANCHORS CENTERED 68.000 x 38.375 1+02+1+C2+1 2 1+C2+1+02+11 2 1+t2+1+02+1 2 W2 :�+1{2 1+02+1+C2+1 2 i+C2+i+CZ+1 2 ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+02+1+02+113 1+1 3 1+02+1+G2+1 3 1+C2+1+02+7 3 PLUS O�pNCH�ORS AT FCH IXED SEC ON. 60.825 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1!32+11 3 1LE VENT +C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 54.000 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 +1 3 1+C2+1+C2+1,3 1+C3+i+C2+1 3 60.000 1+C2+1+C2+1 3 1+02+1+C2+11 31+(2+1+02+11 3 +1 3 1+C2+1+C2+7 i 3 7+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 i+C2+1+C2+1 3 1+C2+1+C2+11 3 7+C3+1+09+133+1 3 1+C2+1+C2+11 3 1+p+1+C3+1�3 74.Ex 38.375 7+CP+7+C2+i 2 1+t2+1+02+1 ii 2 1+C2+1+C2+12 2+1`2 1+C2+1+02+11 2 1+t2+1+02+1 2 I-X25 3t4'MAX 48.tl00 1+C2+1+02+113 1+C2+1+C2+1 3 1+02+1+02+1 3 1+0.2+1+02+1,3 1+02+1+02+1'3 t+C3+1+C3+1 31 1 I I -r-��'3"MIN. 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1;3 1+02+1+01+1 3 1+C2+1+02+t13 1+p+1+C3+1 3 y.REF. X O X SCOW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+173 1+C2+1+C2+1 3 1+C3+1+C3+1 3 � - - PRODUCT REVISED 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+t+p+14 3 1+03+1+p+11 3 1+02+1+02+11 3 1+C3+1+C3+1 3 az c p4yj g`itL the FIMde Building Code 63.000 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+03+1+03+1 3 1+p+1+p+1.3 1+C2++C2+1 3 1+03+1+d+1 3 MTG.RAIL,TYP. 84.000x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+113 1+C2+1+C2+1 2 i+C2+1+C2+1 2 EXAMPLE CLUSTER W1 QTY.OF(3)ANCHORS D•B 48.00( 1+C2+1+C2+1'3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+02+1i 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) Bye. p 50.625 1+C2+1+C2+113 1+01+1+02+1 3 1+02+1+02+1 3 1+02+1+C2+113 1+02+1rC2t1 3 1+03+1+03+1 3 54.000 1+C2+1+C2+113 1+C2+1+02+1 3 1+p+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 r 25 3/4"MAX60.000 1+C2+1+C2+1 3 7+C2+1+C2+1 3 7+p+1+C3+1 3 1+C3+1+C3+114 1+p+1+p+1'3 t+C3+1+03+1 3 I 1 V2"TYP. 63.000 1+C3+1+C3+113 1+C2+1+C2+1 3 1+C3+1+03+113 t+C3+t+p+1;4 1+03+1+C3+tf 3 1+G1+1+04+1 4 I I--3"MIN. 86.437x38.375 1+02+1+t2+1 2 i+C2+1+02+1 2 1+02+1+02+1 2 1+02+1+C2+1i3 1+C2+1+02+1,2 1+02+1+02+112 •••9� • 48,000 1+02+1+f2+113 1+02+7+02+1 3 irC2+1+C2+1 3 1+02+1+C1+1�3 1+C2+1+C2+t13 1+C3+1+03+1 3 •• 60.625 1+C2+1+C2+113 1+C2+1+C2+1�3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+113 •• •: • • • ••• • - - _- 54,000 1+C2+1rf2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+ �F3 pt1+03+1'3 1+C2+1+02rt i 3 t+p+1+C3+1 3 •• G� M- ••• : • • 60.000 1+C2+1+C2+113 1+C2+1+C2+11 3 1+p+1+p+1t 3 1+C3+1+p+13 4 1+03+1ZI!3 1+04+1+C4+1 4 AMPLE CLUSTER Wl Q'Tl�bF(4)ANCHORS +p+1+p+1'3 1+02+1+t2+11 3 1+Ci+1+C3+1 3 1+C3+1+C3+ti4 1+C3+1+C3+1;3 1+0A+1+C4+1 4 63,000 1 1 !.,Ww • • SESUACING,XOX 1l3-1{3.9!31070 TECKNOLOGY DRIVE •N.VENICE.FL 34275 P 710 UM.HCAZ RO•LLJR DOW,IMPACT P.O.BO%1520 = cm- • uWM - .LYNN M0IER P.E.NOKOMIS.FL 34274 Vtsibl�Be • •• AM& g r J • • •4127-10 G RE.M# E a.1e JJ. 9/73/06 •t• •• •• • • • • • • • • • ••• • •• ANCHOR QUANTITIES,XO I OX WINDOWS TABLE 6 NOTES: GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,JA L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2 GLASS TYPES: p J y J !f) pQQ QpQ pQ i m pQ J_ U3 A.5/16'LAMI-(1/8-A..090.11W A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE to W 1 W 2 W N 3 W co) B.5/16"LAMI-(118°A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W v F1 =.6 ' _ ' _ S ,y ' _ca , = ob C.5116°LAMI-(118'HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7/16°LAMI-(3118'A,.090.3116-A) ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 E.7/16°LAMI-(3116-&.090,3/16°HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16'LAMI-(3116•HS,.090,3116•Hs) G.13116'LAM[IG-118"OR 3/16"A(MIN.),5/16'OR 318"SPACE,5116'LAMI-(1/8°A_090,1B°A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 H.13116"LAMI IG-118°OR 3/16-A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(I/8-A,.090,1/8°HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 1+C2+1 3 1+CL+1 I 3 1+C2+1 3 I. 13/16'LAMI IG-1/8"OR 3116"A(MIN.),5116°OR 3/8'SPACE,5/18'LAMI-(1/8°HS,.090,1/8°HS) J.13/18°LAMI IG-1/8'OR 3116'A(MIN.),3/16'OR 1/4'SPACE,7/16"LAMI-(3116'A,.090,3/16'A) 60.0001+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 K.13/16'LAMI IG-1/8"OR 3/18°A(MIN.),3116'OR 1/4"SPACE,7/16°LAM]-(3116-A,.090,3/18°HS) 63.0 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAM[IG-1/8'OR 3116'A(MIN.),3/16'OR 114"SPACE,7/16'LAMI-(3116'HS,.090,3/16°HS) 48.000x 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+112 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48000 1+C2+1 T 1+C2+1 3 1+C2+1� 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. x.625 1+C2+1 3 1+C2+1 3 1+C3+1: 31+C2+1 3 1+C2+1 i 3 1+C3+1 3 HEAD&SILL: 101 W MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 18 3/41 MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C2+11 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND zz 117 MAX O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 X 38.375 1+C2+1 2 1+C2+1 2 1+02+1= 2 1+02+1 2 1+C2+1} 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB 48000 1+C2+1 3 1+C2+1 3 1+C3+1. 3 1+C2+1 3 1+02+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C:2+1 3 1+C2+11 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 j 3 1+C1+11 3 1+C3+1 3 FLUS(2 ANRED CHORS AT THE MEETING P NE G RAI 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+q+1 14 1+C2+1 3 1+C3+1 3 BLE VENT AND FIXED SECTION.(7) 63.000 1+C3+1 4 1+C3+1 3 1+C:4+11 3 1+C3+1 4 1+C3+1 1 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 12+C2+21 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 (3-MIN.O.C.ANCHOR SPACING) 48,0W 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C-3+1 3 1+02+1 3 2+C3+2 3 18 314°MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+11 3 2+C3+2 3 -I(--3'MIN. 60000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 s°REF. X 0 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+03+1 3 2+C4+2 4 -� X - PRODUCTPEVISED 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+02+2 3 2+C2+2 3 1+C2+1; 2 2+C2+2 3 i &Cldtag °s""11i at0 MTG.RAIL 13u ldmg 0ode 48.000 2+C2+2 4 1+C 2+1 �3 ""2+C3+2 +C3+2� 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 21 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS '�°"°� 50.625 2+C3+2 4 1+C2+1 +C3+21 3 2+C3+2 4 1+C2+11 3 2+C3+2 3 sy 5.4,000 2+C3+2 4 1+C2+1 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE} 60.000 2+C3+2 4 1+C3+1 3 2+C4+2. 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 3/4"MAX. 63.000 1+C3+1 4 1 1+C3+1 3 2+04+2i 4 2+C3+2 4 1+C3+11 3 2+C4+2 4 11/2"TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+2 3 2+C2+21 2 2+C2+2 3 -«{I IL-3•MIN. 48,000 2+C;i+2 4 2+02+2 3 2+C3+2i 4 2+C3+2 4 2+C2+2j 3 2+C3+2 4 ••'g'Ap.: i • • p • 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2. 3 2+C3+2 4 • - • j-• ••• • 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 a 4 2+C3+2 4 2+C3+21 3 2+C4+2 4 ••• I • • 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 5 2+C3+2 i 3 2+C4+2 4 • fjTG•� • • • •• 63.000 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C4+2 5 2+C3+2i 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF•t4}ANCHORS R."Iv HORACESIJACING, XANDXOWINDOWS 1070 TECHNOLOGY DRIVE • • • N.VENICE.FL 34275 � ALUPA H01021 V ROI�R IWVOW,IMPACT Otlac Rnlgsr P.O.BOX 1520 _ NOKOMIB.FL 34274 vid*Bei• l6i710 •• 1Q e •> •4127 10 G A LYNN A P.E. F-K ?118+08 J.J. NOTES: 1 314'MIN.E.D.TYP. 2x WOOD BUCK 1.FOR CONCRETE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED 1/4'ELCO MIN.3.4 KSI 1"MIN.EDGE NOTE 3 1 3/a• TAPCONS EMBEDED 13/8"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM CONCRETE • MIN. ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST BE#12 TRIMFI T HEAD. : NOTE 1x WOOD v ------fff 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 11° T 114" T THAN 1 12". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR J M/D( J CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 12'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE NOTE 1 DETAIL A NOTE 2 DETAIL B WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4• 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MAX. �{ DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. SHIMtNO " 1/4•MAX.SHIM- 1 I 1 1(4"MIN. (1.5 KSI CMU) 2-12"MIN.EMBEDMENT PER NOTE 1 (3.4 KSI CONCRETE) WOODCONCRETEANCHOR. ANCHOT� EXTERIOR INTERIORNOTE 2NOTE 1 , ; 13/4•EDGE Y• MIN.E.D (H 8 SILL DETAILS A,B,C,D, &H) TYP. znl SEE NAILING 2x WOOD BU1x WOOD BUCK NOTE 3 INTERIOR 5/8'MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F 81) —7 TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR� 5M"MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NAILING NOTE 1 NOTE 2 .131 DIA.MIN.x 212"NAIL PRODUCT ItevhsED AT CORNERS AND 5"O.C. O :,—ptyig with the thuds TYPICAL DETAILS G.H 81. A1°i ry l6 0 l4•l3 C-xpihutinh nim Zoll 1/a" t/a" MAX. MAX. ny SHI� �� "hmi SHIM Cj "MIN.EDGE SEE NAILING NOTE 1 1 318"MIN. .. I 2-12"MIN. SEE NAILING 1314*MIN. ••• • • MIN.3.4 KS E.D.TYP. 1."LIpIN•EbGE •• i • i • • CONCRETE 2x B� " DETAIL D 2-12"MIN.EMBED • • • • i :•� TAIL 1 JAMB DETAIL C DETRR-G E91M_ •• �_( ) NOTE 3 • • • •• _ TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS :: (, i'�,lb _ CHORAQE AILS • - �wtdva 1070.VECCELOOY ORNE • • �*R . N.VENICE.R34275 Nf IZCINT*TAI.R "...:. ..:' Hera RhYaba P.O.BOX 1528 •• ea NOKOMIS,FL 34274 y(ydblyA LYNN Ml=P.EWA P.Etl58785 FJC 112&06 JJ. 3238 • 0 0 ••• •• •• STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD l � CGC1506639 The GENERAL CONTRACTOR Named below IS CERTIFIED t Under the provisions of Chapter 489 FS, y Expiration date: AUG 31, 2018 PAESANO> CARLOS A ASTOR CONSTRUCTION; LO `- 7330 SW 42ND STREET ; MIAMI EL , ISSUED 0812812016 ' "' DISPLAY Ask96UIR bYLAW„ SEQ# L1608280003592 ............. 003558 Local Business Tax Rece..."Ipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-00 NOT PAY 5614442 LBT,- BUSINESS NAME&O.CATION RECEIPT NO. EXPIRES ASTOR CONSTRUCTION LLC RENEWAL SEPTEMBER 30, 2017 7330 SW 42 ST 5855672 Must be displayed at place of business MIAMI FL 33155 Pursuant to County Code Chapter SA-Art.9&10 OWNS" SEC.TYPE OF BUSINESS PAYMENT RECEIVED ASTOR CONSTRUCTION LLC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 6 CGC1506639 $75.00 09/07/2016 ECHECK-16-175681 This Local Business Tax Receipt only confirms payment at the Local Business Tax.The Receipt is not a license, permit or a certification of the holder's qualifications,to do business.Holder most comply with any governmental of nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must he displayed on all commercial vehicles-Miami-Dade Code Sec Sa-276. For more information,visit wwwatiamidodo.gavitaxg HecAn-t A`oRL® CERTIFICATE OF LIABILITY INSURANCE DATE(MMUDD/YYY1f) 2/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s. PRODUCER .CONTACT NAME: Certificate Department W.F. Roemer Insurance Agency, Inc. PHONE 954-731-5566 FAXNo,:954-731-8438 3775 NW 124 Avenue E-MAIL Coral Springs FL 33065 .certificates@roemer-ins.com INSU S AFFORDING COVERAGE NAIC 0 INSURERA:American Builders Insurance Co 11240 INSURED ASTOR-1 INSURERB:WesCO Insurance Company 25011 Astor Construction, LLC INSURER C: Astor Windows&Doors, LLC 7330-7332 SW 42 Street INSURER D: Miami FL 33155 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:805406208 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDL 51.115K POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER A X COMMERCIAL GENERAL LIABILITY GLP 0189114 02 2/20/2017 2/20/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO CLAIMS-MADE X❑OCCUR PREMISES EaEoccurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY a JECT [LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: COMEIIRMTMLE LIMIT $ B AUTOMOBILE LIABILITY WPP1205702-02 10/15/2016 10/15/2017 Ea accident $500,000 ANY AUTO BODILY INJURY(Per person) $ AAILLL OWNED X SCHEDULED BODILY INJURY(Per accident) $ X HIRED AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WCV05ON6009 2/20/2017 2/20/2018 X STATUTE 'ERT' AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YF N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be altached K more space Is required) Ref.General Contractor license#CGC1506639 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village BLDG DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE � -4 - w ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I STRUMRAL M=l G CONSULTANTS r . . .... ...... ...... .. . ...... WIND CALCULATIONS ..:. .... .... ..... .. ...... ... . ..... .. .. .. ...... INSTALLER: ; • ; • •�•��� ASTOR WINDOWS & DOORS •• •••, ; • 7330 S.W. 42ND STREET •• MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305)418-7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOW / DOOR INSTALLATION AT: 1089 N.E. 104TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE CO TY Y126,20 PREPARED- Y: ARLOS M. PE EZ, P.E. S RUCTURA NGINEER FL. P.E : 54844 E.B : 007781 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STREEr, MIAMI, F OW& 33 176 TEL (786) 242-1720 - Fax: (786) 242-4391 STRUCTURAL ENGINEERING CONSULTANTS, INC �Rc lEc' I0PS N �16)"o T 7i IAOF 9420 S.W. 1 1 2TH STREET SSHEDATE N0. MMI, FLORIDA 3 3 1 7 b IL (786) 242-1720 • FAX !78b' 242.1344 �. DESIGN CALCULATIONS 7- coos" coos; ASCE 1-10 "IQD --5 M . c, oc Z5 (1-03 (0�5 .0 680096 5� •. f :00. /, �j� !� 4.. �� VG6l ~s� 4069• 0000.0 ;4444: 1 4444 0000 4444. . . . �� 44:44• In . >'cd� 85 � �t • : 4444:. • VEro� �R�sS.��o5►,�tE cO�.CK>1� = �to3 -0t 1^ GCS. =:41:18 s Vq NARAovje6T D)m ,= ,541�� 11 rnf,"► AW KlGH-r (})) 0 -(o A (co44-A Dl5lPr, E 1pR 5� o,- o. i ;X5*4 11 =5-61 y.� INDGW S CRIT /�REA< 1G 1 -20 AJ C ob -1A D p (+) -46,64 4-4" l PSF ALL SyCTiON(— ' r 52<-� AU- ps F STRUCTURAL C NSULTANTS May 26,2017 oboe • Miami Shores Village ...... .oboe. Building Department •••• oboe .... .... ..... Miami-Dade County, Florida e .. .. .. ...... Job: Impact Window/Door Installation at: e b 1089 N.E. 104th Street,Miami Shores,Florida *fee** RE: Window/Door Units Design Wind Pressures ;""' Dear Sirs: We hereby attest to the best of our knowledge,belief, and professional judgment that according to the above referenced building's configuration,height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure(Zone 4): 48.6 psf Negative Design Pressure(Zone 4): 52.7 psf Positive Design Pressure(Zone 5): 48.6 psf Negative Design Pressure(Zone 5): 65.0 psf NOTE. "Zone S"pressures are applicable to openings that are within 5'-S"of building corners- Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: 11 * Building Mean Roof Height: 13'-6" * Exposure Category: D * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shoul appen t have any questions or concerns regarding this or any other matter,please do not hesitate to contact us. Sincerely , STRUC RAL ERING CONSULTANTS,INC. (E.B.#: 007781) 05/26/17 Carlos M. Perez,P. .,'Structural Engineer FL. P.E.#: 4844 YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STREET, MIAMI, FI0RidA 3 3 176 TEI: (786) 242-1720 - FAx: (786) 242-4399 • •••• • . 0 .... ...... ...... ..• ...• . . .0000 0000 . :see•0 0000 0000 0000• 00.00. 000 • 0 00 04 00 •••••• 0 • ,..;. .`�;_� • , :00.00 22 * •• • ••000• ••• • • 0 JOB NAME : •• RECEIVE® RESIDENCE JUN 07 1017 1089 NE 104TH ST MIAMI SHORES , FL REVISION: 54'-7" NOT PART OF REAR THIS PERMIT • • •• • sees•• (EGRESS) •• • sees • • • • • ••sees 00 • 00.0.0 BEDROOM D NOT PART OF 690:09 • s THIS PERMIT :9609: 0000 :? s ••••• THIS PERMIT COLSTING •sUMN STEEL 0•� s • • 66006 • NOT PART OF O O 0 (BY OTHERS) •• 00u rA � •• 000e00 0000n F- L • 0• BATH • • w W/C s Oi�e�• •0.0•• B1 �•� .• O (EGRESS) 0 FAMILY O0 ROOM BREAKFAST CL O NOT PART OF U O THIS PERMIT CL BEDROOM 1 KITCHEN LEFT LIVING NOT PART OF CL THIS PERMIT NOT PART OF BATH BATH THIS PERMIT CL_ cL RIGHT NOT PART OF THIS PERMIT BEDROOM GARAGE BEDROOM FRONT / NOT PART OF NOTE: THIS PERMIT MEAN ROOF HEIGHT : 13'-6" ROOF TYPE : 4 : 12 NOT PART OF GROUND FLOOR PLAN THIS PERMIT DATE: 05/26/17 SCALE: 3/16"=11 DWG.BY: M.R.Z. JOB#: 05-2017 1 of 3 REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE •••;•• • • •••••• WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. s••••• • • • NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN •••J •••••• PRESSURES,AND SIZE ARE PART OF THIS PERMIT,ALL OTHER OPENINGS ARE NOT PART OF THIS 009 PERMIT. ••• ••••• NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCITJRE(I.E:BEAMS,COLUMNS,FRAMENG,ETC) 'D' 74"X 50-5/S"(XO) ••:f•: •f f • •f ••• SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO "HR-710'ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. • • CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. N.O.A.:16-0714.13 f• •• •• •••••• NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR ZONE GLAZINN+G:5 5/1-65.0 • • /t6"LAMINATED IMPACT RESISTANT GLASS •••••• • EXTERIOR LITE:IB"ANN.GLASS • • • .a f NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD D]MENSIONS PRIOR TO FABRICATION, .090 PVB INTERLAYER • • Ii • •••••• NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT INTERIOR LITE:IB'ANN.GLASS • W 10) u 199409 • • MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH •f f W F-) W• •••••••• ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. • : EXISTING STE •• COLUMN cx/] BY OTHERS) p oho ,Q? o O NOT PART OF O V O Q THIS PERMIT RIGHT ELEVATION "B1":4'X63"( BR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.ML N.O.A.:16-0714.13 ZONE 5:+48.6-65.0 GLAZING:7/16'LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:3/16"ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE:3/16'ANN.GLASS NOT PART OF "PART NOT PART OF THIS PERMIT THIS PERMIT FRONT ELEVATION DATE: 05/26/17 SCALE: 3/16"=1' DWG.BY: M.RZ. JOB#: 05-2017 2 of 3 REVISION: •tot NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • WITH THE UMTS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. • • t0•• 00!0!0 NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN •• • 0009 • PRESSURES.AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS •••••• ♦•t •••• • PERMIT. • NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMN$FRAMING ETC.) 0••••• • • • SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO 0000 •••• 0*009* CALCULATIONS HAVE BEEN PERFORMED TO VERIFY TIS ADEQUACY. • NOTE 4:ALL EGRESS WINDOWS SMALL HAVE A SILL DIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR 6460 ••0• 96:980 t 0:000 •• • •0000 NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIORTO FABRICATION. • • • • NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT 00 •• •• 000000 MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA COMPLIANCE WITH • .a ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. 000.00 f ,_a • u" • •0 • F�4 sF • ••••f• U V) toots • �94 o .. = t • ON o NOT PART TTHIS PERMITF NOT PART OFU�y O THIS P13tMIT F x � LEFT ELEVATION a EXISTING STILL, COLUMN NOTPARTOF (BY 01I-IQtS) THIS PERMIT me O © ® YNOTPARTOF (EGRISS) THIS PERMIT REAR ELEVATION 1AR7103'ALUUAINUM1 HORIZONTAL1 GWINDOW-L.M.L "A" 53-I V X 50-5/S'(XO) N.O.A.:16-0714.13 'HR-710'ALUMINUM HORIZONTAL SLIDING W NDOW-L.MI. ZONE 5:+48.6-65.0 N.O.A.:16-0714.13 GLAZING:7/16"LAMINATED IMPACT RESISTANT GLASS ZONE 5:+48.6-65.0 EXTERIOR LITE:3/16'ANN.GLASS GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS .090 PVB INTERLAYER EXTERIOR LITE:W ANN.GLASS INTERIOR LITE:3/16"ANN.GLASS .090 PVB INTERLAYER 'B' 74"X 63'(XO) INTERIOR LITE:1W ANN.GLASS "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.MI. N.O.A.:16-0714.13 ZONE 4:+48.6-52.7 GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN GLASS .090 PVB INTERLAYER INTERIOR LITE:1f8"ANN.GLASS DATE: 05/26/17 SCALE: 3/16"=I' DWG.BY: M.RZ. JOB#: 05-2017 3 of 3