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WS-15-955
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233103 Permit Number: WS-4-15-955 Scheduled Inspection Date: July 20, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: DONALD MOTA, EFRAIN ACOSTA Work Classification: Window/Door Replacement Job Address: 1079 NE 104 Street Miami Shores, FL 33138- Phone Number Parcel Number 1122320290080 Project: <NONE> Contractor: ASTOR CONSTRUCTION LLC Building Department Comments PROVIDE AND INSTALL IMPACT RESIDENTIAL Infractio Passed Comments WINDOWS14 AND 3 DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 17,2015 For Inspections please call: (305)762-4949 Page 6 of 35 �eK°mss y�� Miami Shores Villagers PO4*TVWSbUtte g 10050 N.E.2nd Avenue NE .- Miami Shores,FL 33138-0000 Phone: (305)795-2204 4/ 1S Expiration: 10/2112015 Project Address Parcel Number Applicant r 1079 NE 104 Street 1122320290080 MO Miami Shores, FL 33138- Block: Lot: EFRAIN ACOSTA DONALDT, Owner Information Address Phone Cell EFRAIN ACOSTA DONALD MOTA 1079 NE 104 Street MIAMI SHORES FL 33138- 1079 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 22,170.00 ASTOR CONSTRUCTION LLC Total Sq Feet: 0 Type of Work:PROVIDE AND INSTALL IMPACT RESIDENT Available Inspections: No of Openings: 17 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.80 Invoice# WS-4-15-55291 DBPR Fee $4.05 04/22/2015 Credit Card $50.00 $273.90 DCA Fee $4.05 Education Surcharge $4.60 04/24/2015 Credit Card $273.90 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $18.40 Total: $323.90 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 ELECTRICAJce BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and 5onig. ore, I authorize the above-named contractor to do the work stated. April 24, 2015 Author' i nat re:Owner / Applicant / Contractor / Agent Date Buildin epartment Copy April 24, 2015 1 Miami Shores Village � � ' �s Building Department artment app � - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No. PERW APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION ERENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP q CONTRACTOR DRAWINGS JOB ADDRESS: I I l -�(-kcA City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1A, ;1,Z-�,Z-DZ q Iw() Is the Building Historically Designated:Yes NO Occupancy Type: V�% Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): PfWw A(-,q,-, Phone#:--�06- :90� -32Xy Address: 10-A N C 104 5V41 ' City: "lAQA i State: CL Zip: Tenant/Lessee Name: Phone#: Email: AA � _ CONTRACTOR:Company Name: , U31 (a ��: fi L L Phone#: 3,'b � 5z� Address: ")?50 ! t-i ` City: 1�'4 p," ? State: Zi Qualifier Name: —C1-1 1t RM tAO0 Phone#: 9EH. 5, gL1Z5,& State Certification or Registration#:r CvC 150/06-51 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: TV City: State: Zip: Value of Work for this Permit:$ ZZ I I Square/Linear Footage of Work: Type of Work: ❑ Addition `❑ Alteration El New Repair/Replace El Demolition Description of Work: P-cc7c)L( er7Lf14� WLhkW -:�--"eACV (1-1 c iL+A 0A CX ani Specify color of color thru tile: Submittal Fee$� Permit Fee$ 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 94 OWNER or AGENT CONTRACTOR —� The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1} day of trL 20 1S by 14 day of Yi� 20 by ��a X "N A who is personally known to ( altos k who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. C � � f Print: --�w►`��c. GlbOSa- Print: C$—k% 6(D&01-- Seal: DANIELAA BARBOSA Seal: DANIELA A.BARBOSA NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA . Comm#FF020692 Comma9k FF020692 Eacpk 61220T"-*-******P*la*n*sAPPROVED BY Examiner Zoning Structural Review Clerk (Revised 02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD >». GC1506639 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 469 FS. Expiration date:=AUG 31,2016 PAESANO, CARLOS A ASTOR CONSTRUCTION-11C, 7330 SW`42NO STRE MIAMI FL-33W,., �E ISSUED 08/2&21)14 DISPLAY AS REQUIRED BY LAW SECS# L1408280002806 toc Bu s- In ass Tax sty �: � O d � � -T13f MOT p ZILL l OT PAY 50),4442 #�tw� aTrow RIEiPT10 - . NUC WO"AL ERI IW—SW 42 ST at place r t s: �+ 1L 31M f ssr ni tix situ n�+; ; Chapter 0-Aftr t9i3't. SEC.TY09,40F BUSINESS NQTtUCTION LLQ 196 GENERAL BUILDING "; PAYMENVR6CEivgjp'4OV TAX CMECTOJR�ser(S) 6 GGC0b ` $75.f3{3 07/21/2014 tHECK21-14-028339 This tAitat Business Tsxifoceipt to ponfirms pavaeent of the Local Business Tax,The Rem is not a ifcapae p n � ceNfir nsithaftotstta€`tc alificatons.todubusine",Holder MOOamply WOanygav 9f' 1�r�rnmental r lAetary lev tlrequiremssts which apply to the btdtnasd, 'Me RECEIPT NO.stove must fm piayad pp A comalarciai vehiclis-fAmani-ifads Ca a Sec Sa-M For AM naation.vfsltwwwMamidade. ffaa # for ASTOR-1 OP ID:KD A�,,C,,Q-R[a► CERTIFICATE OF LIABILITY INSURANCE DATE 02/25/2015 02/25/2015 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 endorsement(s). PRODUCER CONTACT Jonathan F. Remes W.F. Roemer Insurance Agency PHONE FAX 3775 NW 124 Avenue No, ,1:954-731-5566 Nol: 954-731-8438 Coral Springs,FL 33065 E-MAIL Jonathan F.Remes ADDREss: remes@roemer-ins.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Association Insurance Co. 11240 INSURED Astor Construction, LLC INSURER B:Mid-Continent Group 23418 Astor Windows&Doors,LLC 7330-7332 SW 42 Street INSURER C: Miami,FL 33155 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM D MM DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE FxIOCCUR GLP018911400 02/20/2015 02/20/2016 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,00 ❑ POLICY PROa JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WCV050046007 02/20/2015 02/20/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? El N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,00 B Equipment Floater 041M59218 10/28/2014 10/28/2015 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Ref. CG license#CGC1506639 CERTIFICATE HOLDER CANCELLATION MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N E 2 Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE dMV1&,4 �Mo @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD e P E smv►ua e APFp�ED BY pA1'E OwNQ 2,1 �- JOB NAME : Bwo o #a sue,ecy to La RESIDENCE STAT 1079 NE 104TH ST MIAMI SHORES , FL S.It cT,1A1AAll,FL 33176 L,"ac-2�.2-i 723 7 2015 REVISION: 54'-8" (EGRESS) OREAR B D (EGRESS) A EXISTING COLUMNS O O (BY OTHERS) D e OBEDROOM Oe 0 BEDROOM LL O � � OKITCHEN Q 0 BATH W/C FAMILY ROOM Z LEFT c _ BATH W/C -� 00 0' RIGHT z OBATH W u x � w/c W/C a GARAGE LIVING DINING OBEDROOM O O NOT PART O O THIS PERMIT FRONT (EGRESS) NOTE: i;A I I,FL 331 To MEAN ROOF HEIGHT : 13'-6" - - ROOF TYPE : 4 : 12 GROUND FLOOR PLAN DATE: 04/17/15 SCALE: 3/16"=1' DWG.BY: M.R.Z. JOB#: 04-2015 1 of 4 REVISION: �o 0 0 NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE .a WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. L>i. W NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGNRIGHT ELEVATION In cn PRESSURES,AND SIZE ARE PART OF THIS PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. "D" 74"X38-3/8" (OX) " !7! NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMNS,FRAMING,ETC.) "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. E" 37"X 38-3/8"(OX) W o 0 "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. p SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING,NO N.O.A.:11-1114.04 NA:11-111404 CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. ZONE 5:+49.0-65.0 .O. . W cn GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS ZONE a:+49.0-52.7 GLAZING: AMINATED IMPACT RESISTANT GLASS NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR EXTERIOR LITE:1/8"ANN.GLASS EXT LW z � EXTERIOR LITE:1/8"ANN.GLASS a/ .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE c� Q NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. MAXIMUM INTERLAYER .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE TERLAYER INTERIOR LITE:1/8"ANN.GLASS INTERIMAXIOR LITE:1//8"ANN.GLASS O U O 0 m ® T-8- O o (EGRESS) NOTPARTOF THISHIS PEERMIT FRONT ELEVATION "A" 37"X 38-3/8"(X) "B' 42"X 80"(NOMINAL) SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. SERIES 450 OUT SWING ALUMINUM FRONT DOOR-L.M.I. N.O.A.:12-1218.09 N.O.A.:12-0706.03 ZONE 4:+49.0-52.7 ZONE 4:+46.8-50.8 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS GLAZING:7/16"LAMINATED IMPACT RESISTANT GLASS .090 DUPONT BUTACITE PVB INTERLAYER EXTERIOR LITE:3/16"ANN.GLASS ., INTERIOR LITE:1/8"ANN.GLASS .090 SAFLEX III G BY SOLUTIA PVB INTERLAYER -<�- INTERIOR LITE:3/16"H.S.GLASS "C" 111"X 50-5/8"(XOX)(1/a-1/2-1/4-CONFIGURATION - _- "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. °D' 74"X38-3/8" (OX) N.O.A.:11-1114HR-710ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. - - — e zoNEa:+a9.o-52.z.7 " " _ , 1�'I,FL33176 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS N.O.A.:I1-1114.04 EXTERIOR LITE:1/8"ANN.GLASS ZONE 5:+49.0-65.0 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS MAXIMUM INTERLAYER EXTERIOR LITE:1/8"ANN.GLASS INTERIOR LITE:1/8"ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE:1/8"ANN.GLASS E �0; � cu�5 DATE: 04/17/15 SCALE: 3/16"=1' DWG.BY: M.R.Z. JOB#: 04-2015 2 of 4 REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE e WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. in NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN D O PRESSURES,AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. ."a NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E:BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING,NO r7777=1W CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. D 31 U NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR LEFT ELEVATION O N.O.A HORIZONTAL SLIDING WINDOW-L.M.I. ;Z4 NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. ZONE 5:+49.0-65.0 "H" OVERALL FRAME SIZE:33"X 80" GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS THIiRMA-TRU FIBERGLASS SINGLE OUTSWING DOOR-L.M.I. EXTERIOR LITE:1/8"ANN.GLASS W STATE OF FLORIDA N.O.A.:FL-10537.1 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE ZONE 4:+46.8-50.8 MAXIMUM INTERLAYER INTERIOR LITE:1/8"ANN.GLASS Q O "E" 37X38-3/8" (OX) ^' "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. EXISTING COLUMNS N.O.A.:11-1114.04 (BY OTHERS) ZONE 4:+49.0-52.7 WH O GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS W [-' .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE U O MAXIMUM INTERLAYER INTERIOR LITE:1/8"ANN.GLASS Q a „� m O O O O O (EGRESS) (EGRESS) FEAR ELEVATION ® "G" "SERIES"PW(W-701"ALUMINUM FIXED WINDOW-L.M.I. N.O.A.:13-0502.03 "I" 53"X38-3/8" (OX) ZONE 4:+49.0-52.7 "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. GLAZING:7/16" LAMINATED IMPACT RESISTANT GLASS N.O.A.:11-1114.04 EXTERIOR LITE:3/16"ANN.GLASS ZONE 4:+49.0-52.7 .090 PVB INTERLAYER GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:3/16"H.S.GLASS EXTERIOR LITE:1/8"ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE "F" 63"X 83"(NOMINAL) MAXIMUM INTERLAYER FD-101 OUTSWING FRENCH DOOR-L.M.I. INTERIOR LITE:1/8"ANN.GLASS N.O.A.:12-0516.02 "• ,�. ONE 4:+46.8-50.8 "D" 74"X38-3/8" (OX) GLAZING:3/8"LAMINATED IMPACT RESISTANT GLASS "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. L N.O.A.:11-1114.04 EXTERIOR LITE:1/8"ANN.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX/ ZONE 5:+49.0-65.0 KEEPSAFE MAXIMUM INTERLAYER. _ -.. T,r.ifiUvlf,FL vii76 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:3/16"H.S.GLASS EXTERIOR LITE:1/8"ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE:1/8"ANN.GLASS 0 1' i=r 1 7 r .) DATE: 04/17/15 SCALE: 3/16"=P DWG.BY: M.R.Z. JOB#: 04-2015 �30 f 4 • F;EVISION NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UMTS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMNS,FRAMING,ETC J SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY, 1'-4" NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR • NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. BUILDING tz., CONTINUES U Q x ELEVATION B-B z "El"37"X 38-3/8" (OX) 4' "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. C N.O.A.:11.1114.04 ZONE 5:+49.0-65.0 BUILDING GLAZING:5/16' LAMINATED IMPACT RESISTANT GLASS F EXTERIOR LITE:1/8" ASS .090 DUPONT BUTACITE TTE OR OR SAFLEX/KEEPSAFE U CONTINUES [--� Q MAXIMUM INTERLAYER INTERIOR LITE:1/8"ANN.GLASS x ti Q Q � a � ELEVATION A-A "El"37"X 38-3/8"(OX) "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.:11-1114.04 ZONE 5:+49.0-65.0 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE:1/8"ANN.GLASS ,.viol FL 3:);i c i r 0.15 DATE: 04/17/15 SCALE: 3/16"=1' DWG.BY: M.R.Z. JOB#: 04-2015 4 Of 4 ST CTURAL MGINHING CONSULTANTS 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 WINDOWS / DOORS INSTALLATION AT: 1079 N.E. 104TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY AP IL 16, 2 5 PREPARED B CA LOS M. PER , P.E. STIR CTURAL E [NEER FL. P.E.#: 5 844 E.B.#: 0 781 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STREET, MiAMi, FIORidA 33176 TEI: (786) 242- 1 720 - FAX: (786) 242-4399 —- s STRUCTURAL ENGINEERING CONSULTANTS. 'NC "Ro-�Ec' �9� • �pgTd T �� � 9420 S W I 12TH. S?REE7 SHEE' NO 7-- OF A MMI, FLORIDA 3 3 7 b SATE IA TEL 'Ab) 242.1720 • FAX '78b' 242•rlcv DESIGN CALCULATIONS coos" A 5cE :?- 0o V z v�c►Np veuy-* !ExPOS'JRE p.s K • �= a .� If,CP) l- d VE[-oc,r7 ?RISS. F�PoSuaE coE'F• (FRom -m"3o,3-1) 3-1 Rcof 5LO 4 /t 2, 5w;)4""6"3) NARROWE6-r Dirn ,= X81"i�r ' rl""I"4 RODS N£IGWr (},) ; 13)-1 �1 I N D C'�1'1 i L1�OR 5 00 1, 00 G�(-� i — ►� t a - 1. 40 — 1 , 055 4 ,4 9-b �'4 i PSr PLL SVCT�ON( �I , --50, STRUCTURAL RNM CONSULTANTS April 16, 2015 Miami Shores Village Building Department Miami-Dade County, Florida Job: Impact Window/Door Installation at: 1079 N.E. 104`x' Street,Miami Shores, Florida 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: DOORS: Positive Design Pressure (Zone 4): 49.0 psf Positive Design Pressure(Zone 4): 46.8 psf Negative Design Pressure(Zone 4): 52.7 psf Negative Design Pressure(Zone 4): 50.8 psf Positive Design Pressure(Zone 5): 49.0 psf Positive Design Pressure(Zone 5): 46.8 psf Negative Design Pressure(Zone 5): 65.0 psf Negative Design Pressure(Zone 5): 61.4 psf NOTE: "Zone S"pressures are applicable to openings that are within 4'40"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: II * 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, In . If you s uld hap en to have any questions or concerns regarding,this or any other matter,please do not hesitate to contac us. Sin erely, ST UCTU NGINEERING CONSULTANTS, INC. (E.B.#: 007781) 4/16/15 C rlos M. Per , P.E., Structural Engineer FL P.E.#: 54 44 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112rh SrREEr, MiWi, FloRida 3 3 176 TEL: (786) 242-1 720 - Fax: (786) 242-4399 T T R R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 VaInco,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineer;Certificate of Aulhomation No.9813 Product Evulluition Report Report.,Vo.: FL-10537.1 R1 Dule: Fohrutirr 21'. 2012 Product Category Sub Category Manufacturer Product Name Swinging Thenna-Tru Corporation Smooth Star,Fiber Classic,Classic Craft Exterior Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors Assem biles Edgerton,OH 43517 Inswing/Outswing Phone(419)298-1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma-Tru Corporation based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product icomplies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using tthreshold item 94 meet water infiltration requirements for"HVHZ 8. Inswing and outswing configurations using threshold item#5 do not meet the water infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10537.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D635-03,ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96(2000)e01 Architectural Testing, Inc. Joseph A.Reed,P.E. TEL 06-1031-1 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W,Haney,P.E. 2. Drawing No. Prepared by Signed&Seated by No.FL 10537.1 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance , Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 PF 1454 Sheet 1 of 1 2/28/2012 Florida Building Coder Online ff - SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 9 Facts Publications FBC Staff SCIS Site Mal) Links Search Business;, Professional product Approval USER:Public User Product Aooroval Menu>Product or Aoplicatipn Search>Application List>Application Detail k�* FL# FL10537-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King,P.E. v Validation Checklist-Hardcopy Received Certificate of Independence FL10537 R1 COI Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 R1 Eauiv of STANDARDS odf Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtfYBJ2%2fM7... 1/30/2014 Flor=ida Building Codq. Online Product Approval Method Method 1 Option D Date Submitted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 10537.1 a. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door- (X)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R1 II Inst 10537.1.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.1 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.2 b. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite- "ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R1 II Inst 10537.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.2 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3c. "FiberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 RI lI Inst 10537.3.[)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other., See INST 10537.3 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537 3 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.4 d. "FiberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing "ClassicCraft"or"ClassicCraft or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R1 II Inst 10537 4 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.4 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537 4 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.5 e. "FiberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites "ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R1 II Inst 10537 5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.5 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537 5 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7... 1/30/2014 n THERMANTRU a THERMA TRU DOORS 1 IS INDUSTRIAL DR., EDGERTON. OH 4351 7 377$'MAX.OVERALL �M1 SMOOTH STAR, FIBER CLASSIC ' """'E'" " 1 .( 35.93' CLASSIC CRAFT& CLASSIC CRAFT RUSTIC r.........-PANeIWIDTH FIBERGLASS DOOR a a� INSWING/OUTSWING 'IMPACT' ; GENERAL NOTES � c5 l. This product has been evaluated and IS in compliance with the 2010 Florida Building Cade(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). + 5�2 2- Product anchors shah be as fisted and spaced as shown on detalls.Anchor embedment to base material shah be beyond wall dressing or stucco. < A 3. When used in the"HVHZ'this product complies with section 1626 of the FW40 Buila8lg Code and does not O f ® ti require an impact resistant covering. N 4. When used in areas outside of the"HVHZ"mqutrkog wird borne debris protection this product complies with `1 Section 1609.1.2 of the 2010 FBC and does not require on Impact resistant covering.This product meets g mule level U'and Includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.4 of the FBC. n LL 5. For 2x stud framing construction,anchoring of these units shall be the some as that shorn for 2x tuck masonry cordruction. t F 6. Site conditions that deviate from the details of this drowincj require further engineering analysis by a licensed engineer or regtstored architect. z n�,haa 7. Outswing configurations using threshold item 44 meet water intlttratlon requirements for HVHZ. w - g a B. Inswing configurations and outswing configurations using threshold Item 45 do not meet the water Infiltration INSWING 37.75"x 75 " + .0 75.0 82.2 6 e r" ^ � requirements for the TiVHZ'and shall be installed only In non-habitable areas a sMoon at habitable locations protected by nn overhong or canopy sI Ith that the ongle between the edge of canopy or overhang to sill is STAR OUT5WING 37.75"x80.75' t80,0 -80.0 7 less than 45 degrees. TABLE OFCONTENTS INSWING 37.75'x82.25' +100.0 -100.0 p SHEFT 1 DESCM/ROH CLASSIC ----- ---- ._ ~ N Q CRAFT ; I T of elevation depresswes t.general notes — OUTSWING 37.75"x 80.75" +100,0 •100.0 --- _ 2 Door panel detoilsSmooth Stu z 3 floor panel deloilSClassic Croft) z 4 _—__—�`_—____. _........_........__ CLASSIC INSWING 37.75"x82.25' 140.0 -90.0 4 Door ponel deloils(Classic. t Rustic) CRAFT arc_2'24 09 $_. Door panel details(11bor Classic.) -- — c f N.T..S. _ _._ RUSTIC OUTSWING 37.75"x 80.75" +90.0 -90.0 6. Harzontal cross sections __ ___...__ ._._......___....__.______. owa 01: AL 7 vertx;aicrosssectrorn ___-- - cnKe. IFS ---- INSWING 37.75"x 82.25" +75.0 -75.0 8 Buck an 1 frame anchanng-2X buck mason y constrw-tion FIBERwu r n 9 lame onchormg-1X buck mosnnrq cons1wrtlon CLASSIC FL i 0537.i ' 10 sin of rnatenals Y components OUTSWING 37.75"x 80.75" +$0.0 $1).0 44 47 41 EXTERIOR 47 41 4S 4 INTERIOR 42 d s 1_ HORIZONTAL CROSS SECTION 2I ,T—r" 47 e 41 0 4.10" FA —T —i- EXTERIOR INTERIOR 1 DETAIL A-A J 12 43 40 Snaofh slur 41 00000000 z 0 0000000 0 � 00000000 0000000 00000000 0000000 00000000 �l•� 0000000 00000000 . h 0000000 _ - 0000000a � 0000000 = 00000000 N4 0000000 28.86%OPEN N� 0000 o 0000 AREA MAX. H GE STILE �_4Q ( ►( _Z U 000UU �J 0 2 VERTICAL CROSS SECTION 0000000 u�1E: 2124109 z 00000000 p� a UUUODUU scua: N.T.S. i U OOOOC OO pYC,9Y: /� m amL Br: L.FS ; DETAILA-A OPAWM No.: Panel reinforcement FL-10537.1 ap° wxr 54 57 51 EXTERIOR 57 51 53 e ss° g" 8 �a 4 INTERIOR 56 8 f s �1 HORIZONTAL CROSS SECTION 56 3 51 9 4.06' 57 SSS `� r 0.37 I 3 1.49"--I _j Ty` .4 I � a ,$ CORNERS a g�^-- OF PANEL (D G 25 Ll 11A EXTERIOR INTERIOR D � � SI RAK � LOCK STKF a DETAIL A-A 0 � Claulc craft 57 00000000 z 0000000 1�+ o _ 00000000in 0000000 r 51 N 00000000 it 0000000 00000000 .... T 1. � 0000000 O 0.34' r; 56 00000000 Y�r<1Ldfd 0000000 00000000 – ^ 0000000 y.00y —f SS 00000000 if i 0000000 28.816%OPEN no 00000 0 0 0 0 o AREA MAX. Ss ° O 0 00000 Q 0 0 0 0 0 0 0 r2�VERTICAL CROSS SECTION Z u 00000000 3 SM 2 N.T.S.09 z 0000000 scuE N. U 00000003 Cw.un LFS 3 DETAIL A-A ORWAM No.: a Panel reinforcement FL-10537.1 o 0 ViEEr_J_OF 1Q v 31 35 36 EXTERIOR 36 35 31 33 N INTERIOR 32 e 1 HORIIOMAL CROSS SECTION 4 36 g 31 8 el 4 1.49 a TYP.4 13 CORNERS EXTERIOR INTERIOR m OF PANEL o a DETAIL A-A RP 30 Classic cro -Tic _ o- Z 000000 o 0000000 N 000000 of 0000000 �4.05"-� 000000 0000000 000000 t �1 0000000 o " ? 000000000000 �"t �: n m 0000000 RAIL N 0000000 ?' 0IT 0 0 0 0 0 (qK 2 VERTICAL CROSS SECTION O o 0 o c 0 28.8696 OPEN 4 _Z ° 00 0 0 0 AREA MAX. LOCK i H E WE 2124,109 � 0000 N.T.S. ° 000000 0000000 oMc•er AL m cNc BY: LFS ; DROW no.: rc DEiA11 A-A a Panel reinforcement FL-10537.I °o aaer 4 OF d 67EXT bT ERIOR 67 61 63 b ^ �d INTERIOR 66 db 62 d b 4 S 1 HORIZONTAL CROSS SECTION 67 5 8 I o s o x,.53• — -- _� �� � j —�- EXTERIOR INTERIOR I � 1 D it KD L DETAIL A-A 00000000 o - 0000000 - 00000000 --.-i �,�8` i+-- d7 N 0000000 00000000 0000000 T 00000000 00000 00 bb 0000000 00000000 ? 0000000 y 00000000 tt r 0000000 28.86%OPEN 0 0 0 0 0 AREA MAX. 1 tf n g 0000 0 0 0 0 0 0 4 2 VERMAL CROSS SECTION DAM 2/24/09 0000000 n 00000000 5 scaE N.T.S. 0000000 00000000 K50.F m - ; DEGIL A-A o Panel reinforcement 0 r g � ;>n �6 kglt INTERIOR 10 g s 4 r2 1 v e 6 , 6 , 18 EXTERIOR 40 30 60 50 A I-i/1"MIN. EMB.(TYP.) E E D 3 HORIZONTAL CROSS SECTION D �I B 6 Shown w/Ixsub-buCk g L 0.15" 0.15" L CSINK CSINK c (TYP.) (rrP.) 8 9 9 8 p z .• 10 10 77 N a INTERIOR INTERIOR E? L g $ ° o N � Y a 12 12 30 40 EXTERIOR EXTERIOR 40 30 14 DATE- 2124109 i L C 11 50 60 60 50 C 16 snLc: N.T.S. 9 EMB.(TYP.)MIN. E DWG.BY: AL m EMB. 1-1/f MIN. cMc.er: LF5 3 y 1 HORIZONTAL CROSS SECTION ��HORRONTAL CROSS SECTION - EMB.(TYP.) Dtiw„c �O ftZshown-kuwing 6 Outswfnp shown �n9 FL-10537.1 ❑ also aper v also approved o s4M J_OF 1Q a E " D • .O— INTERIOR EXTERIORlilt a .t 30 _ 40 kgs A C � 101�"z so 60 dna C S 40 30 � 40 30 60 50 10 $ o 10 EO , EXTERIOR INTERIOR EXTERIOR INTERIOR R'c aho apaovedROk'swing SON VERTICAL SECTION L CROSS SECTION Shown 1 x sub-buck I ePwan ybvl VERTICAL �I � requirements EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR 30 40 30 40 � � z 6 SO 60 SO 60 0 1 SO 4O a 2 3 4 10 50 60 E E E lr • v v v • , v, v • v • • . v. • v • v • • ^Z a v • v . c , . •v, v Cqc 2/24/09 i o i scue N.T.S. i + 6 VERTICAL CROSS SECTION v UM BY: AL m 4 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION LFS s Ou con tion a«.err: 7 Inswing configuration 7 Inswing configuration 7 1M'rn9 a see general notes,sheet 1 see general notes,sheel 1 see general no es,sheet I �'M NO.: for'HVHP water infiltration for NVHT water infiNralan for HVHP water infAtration FL-10537.1 0 requirements requirements requirements S+E[r L ON CL+M o �7 0I to o � TYP. D � TYP. D 4 L � TYP.HEAD& e MASONRY MASONRY OPENING OPENING MASONRY � � OPENING FRAME Il 2X BUCK 2X BUCK- z T o p to 2X BUCK c= L� = L � Y Im BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB DP<=80 psf IRI<DP<=100 psi Masorvy 2X buck conshuction 0 0 n CONCRETE ANCHOR NOTES: I,Subst1k fion of equal concrete screws from o different supplier may have different edge cl tance and center distance 1 L 1\ requirements. 2.Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints.If 12 - 12 16 concrete screw locations noted as MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortar joints,addiffonal concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3.Concrete anchor table: r ANCHOR ANCHOR MINIMU61 MINIMUM CLtFARiANCf MINIMUM CLEARANCE TO 12/ 12 14 —z TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJACENT ANCHOR 24/09 i WALL N.T.S. d 1TW 1/4' 1.1/4' 2•1/7 r HINGE DETAIL LATCH&DEADBOLT DETAIL OM BY: AL M ELCO i/4" 1-1/4" 1" 4" CW° LFS ; DIM%V4G ND.: R P FL-10537.1 0 0 a - sitrr$of L TYP.HEAD i ITT &JAMBSMASONRY 4 n OPENING ° S 17 G 8 15 FRAME sc to U 17 14 � m� IX BUCK �i z LATCH L DEADSOLT DETAIL HINGE JAMB "FRAME ANCHOJUNG STW JAM! Masonry 1 X buck construction z o - N 11 0 CONCRETE ANCHOR NOTES: I.Subst fution of equal concrete screws from a different suppfiw may have different edge distance and center distance requirements. 12 2.Concrete screw locations at the comers may be adjusted to maintain the m ? y Ju minimum edge distance to mortar' (nts.If - 9 p concrete screw locotlons noted as"MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortar i Joints,additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. ncrete anchor table: 3.Eo N o ANCHOR ANCHOR MiNIMPM MHWMUM CLEARANCE MINIMUM CCEARAWk TO 12 12 z 4, WPE SIZE EMBEDMENT TO MASONRY EDGE ALIJACENTANCHOR w>E 2/24/09 °z N.T.S. 4 17W 1/4" 1-1/4" 2-1/2" 3" HINGE DETAIL DWQ BY: AL m' CW BY.. LFS 3 EiC,O 1/1" 1.1/4" 1" 4" wuwxro NO, FL-10537.1 0 r o %W--Q-a 10 BILL OF MATERIALS [TEM DESCRIPTION MATERIAL fFENIl DESCRU IION MATERIAL A 1 X BUCK SG 2 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG 20.55 WOOD 31 DOOR SKIN 0495"THK CC RU511C -6,000 PSI MIN. FIBERGLASS C MAX 114-SHIN SPACE - 32 TOP RAR CLASSIC CRAFT RUSTIC) WOOD D 114'X 2J/4'[3C0 OR IT1N CONCRETE SCREW STEEL 33 LOCK&HINGE SIRE CLASSIC CRAFT MIMI WOOD VL/L d q N y E MASONRY-3.192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC COMP. N s 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023'THK. CLASSIC CRAFT RUSTIC STS H G 3116'X 3-1/f IT1N CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE _ 3 H 1/4"X 3-1/4'ITW CONCRETE SCREW STEEL 40 1 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 11,C X 3,VC ISIM OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065"THK (SMOOTH STAR =6.000 PSI MIN. FIBERGLASS L A 10 X 21/7'PRL WOOD SCREW STEEL -!S- TOP RAR STAR COMP. EEf 1 INSWING ADJUSTABLE THRESHOLD FWW AL 43 LOCK STILE WAOOTH STAR WOOD/LVL 2 INSWING T14RBMW IMUUHP51 ALUM./COMP. 44 HINGE SIRE STARI WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR COMP, 4 OUTSWING COASTAL THRESHOLD ALUMJWOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL 5 OUISWING 9ANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE 6 INSWING RESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS POLYURETHANE 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095"THK CLASSIC CR Fy=6,000 PSI MIN. FIBERGLASS B JAMB SG-0.55 WOOD S2 TOP RAR CLASSIC 9 JAMB O SG>=0.55 WOOD 53 LOCK SME CLASSIC C COMP. 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC — WWOOOODAVI. 1 I HINGE STEEL 55 BOTTOM RAIL CLASSIC CR 12 /10 X 3/4"PFH SCREW COMP. STEEL Sd PANEL R9NFORCEMENT 0.023'THK. CLASSIC CRAM STEEL 13 119 X 3 PFH WOOD SCREW STEEL 57 FOAM CORE 14 LATCH STRIKE PLATE STEEL 60 TIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS POLYURETHANE IS SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065"THK ER CLASSIC =6.000 PSI MIN. FIBERGLASS I 16 0S X 2-1/2"PRI SCREW STEEL 62 TOP RAIL"a CLASSIC) iB X 3/4"PRH SCREW STEEL 63 LOCK STILE FIBS W COMP. i 7OOD/LVL 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES(980) STEEL 65 BOTTOM RAIL OBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023'THK. FIBER CLASSIC STEEL 5.77' 5.85- 67 FOAM CORE POLYURETHANE A sr s$r C, Ck N 1 ♦l15W1l10 Odgs"31e _ �ISW�fI(10C�VSlpblp -/ ••J�• •�'- 5.83—_-._-__... -- ��COOSIOI N � 5.75 r� �/Sd"� p T Z U 2124109 i mut, N.T.S. om un AL m g 7 7 we sr. LFS ; T S VNESHOLD O HEAD i SIDE_ i ow.wec�a_ FOiAswYg stoneord trmvkq _♦,_ o 9 E Jamb FL—1053 7.1 0 50,0 sem*1Q�1Q Q MIAMI- E MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26th Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/neral 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 County PERA -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. PERA 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"IHR--710"Aluminum horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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 No. 11-0630.02 and consists of this page 1, evidence pages E-1,E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI•DADECO NrY �' `YI NOA No. 11-1114.04 2 g Expiration Date: December 21,2016 Approval Date: February 16 2012 pA y Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08,15.09) 2. 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,Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 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,Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and..per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 i —1 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their KSaflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11--0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D.Gascon,P.k,. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5/16"LAMI CONSISTING OF(2)LITES OF IN'ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C.5/18"LAM]CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 GLAZING DETAILS............2 G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 VERT.SECTIONS.............5 H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER PARTS LIST.......................6 EXTRUSIONS....................7 1.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE....................B-11 J.13/16"LAW IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.).GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/18"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 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 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT R-InSED m complying with ft Florida Buildin5.SHUTTERS ARE NOT REQUIRED. tl� g Code ance6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA:04-0721.01,03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL � V LYNN 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Qom, �1GENSF ''• Y*% AHURRICANE ZONE(HVHZ). _=�c NO.58705 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. — --,�` e br J.J. 11-17/11 E FBC2010 CODE CHANGE DY°�" ST Of RIJNOIc 1070 TECHNOLOGY DRNE GENERAL NOTES %OX' •.............LOR1o •'�C1 JJP. 1420/11 D ADDED IG CAPTO BE TEMPERED +30FT NOTE. NOKOMIS,FL 34275FV >wk jlG F!C 4115/07 SCC ADD FTL.WW TO NOTES 74 CHG.NOTE 8 TV CURRENT EDIT. P.O.BOX 152e ALUM.HORIZONTAL ROLLER WINDOW,IMPACT , Ssi 1�Nl AI1L bnme7:bb. bb: NOKOMIS,FL 34271 Uft*Better �°'I" b-ft " n"° A.LYNN MI�.LER,P.E. F.K. 22&K76 J.J. 3/23/08 HR7f0 NT$ 1 11 4127-10 E P.Ep 58706 21 50 21 50 a EXTERIOR INTERIORL> 53 12"NOM. 55 12"NOM. (ALL SECTIONS) GLASS BITE GLASS BITE _ 51 60,61,62 51 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 12"NOM. 12"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 66,67,68,69,70,71 72,73,74,75,76,77 .RO°�gwiu the Florida Budding Coda ��� 4 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS Acte+�No .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER ua a (q 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 1 5/18"LAMINATED 7/16"LAMINATED Miami idedo?rodu.Can 5/16"OR 3/8"AIRSPACE 3116"OR 1/4"AIR SPACE 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS QD 1/B"or 3/16"ANNEALED OR TEMPERED GLASS,& -41Y16"NOM. 13/16"NOM. 111 i 1 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ,ENSE!CCF / 40.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. of RwN er. a.ao R.,r�. ''O•'•, .2,89- tL J.J. 1QH7H1 E NO CHANGE THIS SHEET ��'" "P STA cam: R" 1070TECHNOLOGYDRIVE GLAZING DETAILS O P.• J.R. B/ZN11 D DIG CAP TO BE TEMPERED +90FTN07E NOKOMIS,FL 34275 F.16 411"7 b C NO CHANGE THIS SHEET P.O.BOX 1628 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '�/SS'�ON AL `� '� fiu .o— NOKOMIS.FL 34274 j//itb,(y Bet4•r �"" °� — —4 A.LYNNIIILI R,P.E. F.K. 2/28/08 J.J. R/2370G HR7f0 FUO 2 w 11 4127-10 E P.E.a 58705 TABLE 1. XOX(1/4,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 505181, 54" 60" 63" 84" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Q A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 +58.8 58.8 +56.2 -56.2 D FOR INSTALLATION IN 106 3/8" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 55.2 +52.3 -52.3 THE HVHZ ABOVE 30 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 .54.6 +51.7 51.7 FT,GLASSTYPESG- LSHALL HAVE A 111" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 60.0 +60.0 60.0 +60.0 X0.0 +59.5 59.5 +53.6 -53.6 +50.9 50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C I +60.0 -60.0- AND ANCHOR UP TO 111" D,E,F, QUANTITY REMAIN J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0 50.0 TO 86 7116" D,E,F, 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 HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60 518" 54" 60" 63" 60" 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 -75.0 +75.0 -75.0 +75.0 1 -75.0 66" 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 -75.0 +74.2 -74.2 +70.2 -70.2 72" 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 -75.0 +69.6 -69.6 +65.2 -65.2 SPD 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 68.1 +63.8 63.8 as complying wll1 tLw Florida C,D,E,F, Su/kBng Code _ UP TO 74" I J K L +75.0 75.0 �c�fl=No GLASS TYPES:TEST REPORT FTL4858(XO)q,FTL-4859(OX&XO)AND FTL5330 n4iomi»eae A.5116"LAMI-(1/8"A,.090,1/8"A) G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 318"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAM[-(1/8"A..090,1/8"HS) H. 13/16"LAMI 1G-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-(118"A, .090,1/8"HS) i C. D.7/16"LAMI-(3/86HA, .090,3/16-A) J. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 13/4' SPACEA7/E6 LAMI L4(3n/16'A,pgp 1/A)'HS) `e�20 JGENSF/`CFp*�' E.7116"LAMI-(3/16"A, .090,3116"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM[-(3/16"A,.090,3/16"HS) _*; ND.58705 F.7/16"LAMI-(3/16"HS,.090,3116"HS) IL 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS, .090,3/16"HS) _ RmlB,^ www," . W_ 1.1. 1011711, E ND CHANGE THIS SHEEP ���•' STATEOF �- wwb.: 1070 TECHNOLOGY DRIVE DESIGN PRESSURES : p'•.,• P,.�' �I J.R. B/2W1 D ADDED IG CAP TO BE TEMPERED 0+3OFrNOTE. NOKOMIS,FL34275 nr: .�` •.FLORID. �G'�� F.K. M16A7 C ADDINiEGRALF/NOPT10N8UPDATPAS7ME1300-02OPs P.o.eoxls2e ALUM.HORIZONTAL ROLLER WINDOW,IMPACT S/ONAL`�``� oy per; OwN: NOKOMIS.FL 34274 Visf jy$ems �'" 4 �" - �- n"' A.L�KIIILEW, .E. F.K. 2/26AT6 J.J. "W6 HR7f0 NT$ 3 s 11 4127-10 E P.E.058705 273/8" 27 MAX.DLO 54 5/18"MAX.DLO FIXED MAX.DLO MAX.AX.18" 27 OLD + i VENT VENT FIXED D D B B B - 8 x_ O X X O X n =j r 110"MAX.WIDTH I.F.FRAME 1I �8 7/18"MAX.WIDTH FLANGE FRAME WIDTH I.F.FE— RAM +� 111"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/18"MAX. 33 9/18"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT 83"MAX SEALANT OR GASKET F - - 4 FLANGE AT HEAD AND SILL AA FRAME ALL 15 57 3/8' I 56" CONFIG. MAX. MAX. DLO ALL / DLO ALL15 I.F.FRAME FIXED / / VENTS PRODUCT RCYtSGD i 82"MAX II complying with the Florida LITES I.F.FRAME -- Building Code X ALL Acceptance No � 0+ CONFIG. Miami I. ua Control 1 13 FLANGE FRAME LYN.N ��C� ..... ... (F i 73"MAX.WIDTH I.F.FRAME—+� :ti�• \CENSE•'�9 �: VIEW D-D 7a"MAX.WIDTH FLANGE FRAME --{ (FRAME CORNER CONSTRUCTION) = * NO.58705 DETAIL A-OX OR XO = LU J.J. 11217/11 E NO CFIANOE THIS SHEET QYb�" �•-'. 2 1 �� 707NOK I.FL34 DRIVE ELEVATIONS J.R. 8/11211 O NOCH4N(3E7H/SSHEtT NOKOMIS,FL34275 ALUM.HORIZONTAL ROLLER WINDOW F.K6 *"W7 C T1t AIL OM SK .6. P.O.BOX 7528 IMPACT i� Y Ctrrbl D,4t NOKOMIS,FL 34274 IlbNlaif1! aak IAT! 5-ftw F.K. 1rI8N8 J.J. 3/25AJ8 VKgb(y Better NR7IV N75 4 a 11 4127-10A.Lv�IN A�Ll�lt P.E. E P.E.A 5870 INTERIOR 37 32 35 22 39 1 L-parr— 'g� Q 16 EXTERIOR4INT;ERIOR13 MAX.VENT DLO — MAX,FIXED DLO MAX.V T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HMAGX. INTERIOR 17 35 32 37 FLANGE 39 FRAME MAX VENT DLO Q 16 MAX. FIXED DLO 22 L MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) t" 24 8 22 21 41 kINTERIOR PRODUCTREVISED es complying wiW flee Florida 8 I3wlding Code 12 24 EXTERIOR nceepteoce]Yo — — 40 7 12 A 're io Date �6 7 w1inmi Dade Product Comml EXTERIOR INTERIOR tttnll 10 6 '1�,.•'_�CENSF 10 SECTION C-C 42 SILLHEAD * No.58705 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) ak J.J. 1WI7111 E NO CHANGE THIS SHEET STA EOf air: Ree4bae io70TECHNOLOGYDRNE F—C -�- SECTIONS �J.R. Br2N11 D NO CHANGE THIS SHEET NOKOMIS.FL 34275TM'ftwC*— T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT SIONAL ?FK 4/15/07 CADD INTEGRAL FIN FRAME ITEMS 41 42AM)43 AND VIEWS. P.o.eox tszgII r I t t QMn ey: dIC nYb; NOKOMIS,FL 34274 YLfIb(y$Ct1GT 6�,IeHb4k 4s� Inrt SIM �"' A.I.I.��1CLEtR P.E. F.K. 2/2&W J.J. 3/23/08 HR710 Half 5 • 11 412710 E P.E.g 5 g70S ITFAM DWG#REV DESCRIPTION MAIL PGT# ITMllDWCWlRFVl DESCRIPTION MAT PG-T# 1 4102 A FLANGEFRAMEHEAD 6063-T6 AL 612237 66 GLASS 13/16"LAMIIGI/8"A IN. 3/8"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8'A 2 4025 SASH STOP STD. ANTI UFT CUP 6063-T5 AL 612244 67 13/16"LAMI IGl/8"AMIN. 3/8"AIR SPAC 5/16"LAME(1/8-A,.090 PVB,1/8"HS 3 #8X3/4PH.PANHFAD 7834AA 68 " 13/16"LAMI IGI/8"A(MIN! 3/8"AIR SPACE,5/16"LAMI 1/8"HS,.090PVR 1/8"HS 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13116"LAMI IG-3/16"A(MIN.),5/16"AIR SPAC 5/16"LAMI 1/8"A,.090 PVA 1/8"A 6 4136 FLANGE FRAME SIIL 6063-T6 AL 64136 70 13/16"LAMI I0-3116"A(MIN.),5/16"AIR SPACF,5116"LAMI 118"A .090 PVB 118-'HS) 7 4137 SILLADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A IN.,5/16"AIR SPACF,5/16"LAMI 1/8"HS,.090PVB,1/8"HS) Q " 8 4131 ROLLERTRACK 6063-T6 AL 64131 72 13/16'1AMIIGI/8"A MIN.,1/4'AIR SPACEy7/16"LAME 16'A,.090PVB,3/16"A 10 71298 WEEPHOLECOVFR POLYPROP, 71298 73 113/16"IA MIIGI/8"A MIN.,1/4"AIRSPACA 7/16"LAM E 3116"A,.090PVB,3/16"HS 12 1626 ADHESIVEOPI3`1CFILFOAMPAD 7PAD1626 74 " IN16"LAMIIG1/8"A MIN. 1/4"AIRSPACF,7/16"LAME 3/16"HS,.090PVB,3J16"HS) 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 75 13/l6"LAMI IG3/16"A 3/16"AIR SPACE,7/16"LAMI 3/]6"A,.090P 3/16"A 14 4134GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 13116"LAMI 10-3116"A(MIN.),3/16'AIR SPA 7/16"LAMI(3116"A,.090 PVB,3116"HS 15 1155 #8X 1.000 UAD PN.SMS 781 A77 13116"LAMI 10-3/16"A MIN. 3/16"AIR SPA 7/16"IAMI 3/16"IIS.090PVB 3/16-HS) 90 1014 SCREEN FRA ME(HOR&VER. 3105-HAAL l6 4110 G SCREEN ADAPTOR 6063-TS AL 641106 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 17 4054 B FIXED MEETING RAIL 6063RD-T6 AL 64054A 92 1631 SCREEN CORNIRKEYW/OUT RINGS POLYPROP. 19 4066 W STP.,.187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPUNE-.135 DIA.FOAM EM PVC 22 1683 W STP.250 X.270 BACK,FIN SEAL 616836 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 226 113RASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS-T6 AL 64006 2,710 33 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2624 - 38 1683 W STP.,.250 X.270 BACK FIN SEAL 61683G 39 7070 BULB W FATHERSTRIP.187 X.275 67070K .062 40 LIFT RAIL COVER CAP 74078"C"L OR R 41 4139 ILF.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 #4139,6063-T6 50 GLAZING SILICONE,DOW 899,995 OR UIVAIENT 51 1224 VINYL GIAZING BEAD BULB(THICK) 6TP247W,K7 PRODUCT REVISED 52 1225 VINYL G'LAZINGBEAD BULB MW 6TP248K 2.784 .wmplring with the Rwid Bu'tdi°0 Cod. 53 4039 B GLAZING BEAD-5/16" 6063-TS AL 64039B t�—No rid54 4044 B GLAZINGBEAD-5/16"W/GRILL KIT 6063-TS AL 644703 .0623152 e( 55 4222 A GIAZINGBFAD-7/16" 6063-TS AL 64222o Pro atom 56 985 C GLAZING BEAD-7/16"WlCRIId KIT 6063 TS AL 6985 .062 1.988 - 59 4067 GLAZINGBFAD-l3/16" 6063-T5 AL 64067 60 GLASS 5/16"LAME 1/8"A_090 PVB,1/8'A I.F.FRAME JAMB 1 61 5/16"LAME 1/8"A,.090 PVB,1/8"HS 48 #4141,6063-T6 `\��� Ny LYNN,yl/1�'%i�� 62 5/16"LAMI I/8"HS,.090 PVB,1/8"HS ��, '��ceNSF •.�p 63 7/16"LAME 3/16"A_090 PVB,3/16"A 2.710 NO.5B705 _ 64 7/16'LAM[ 3/16"A,.090 PVB,3/16"HS 42 I.F.FRAME SILL 65 7/16"LAME 3/16"HS,.090 PVB,3/16"IIS O Ct #4140,6063-T6 R.,w. 1 ].Z � ELI` J.J. 1(/17/11 E NO CHANGE THIS SHEET n.vy".e 0 STAT OF owR 10707ECHNO--ORNE P T PARTS LIST T F P, J.R. W2W11 D ADDED To GLASS TYPES NOKOMIS.FL 34275 moi` IORIO G aK a1cromow 7 C ITEMS 41 42&4s P.O.00x,52e �— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 'S,`S/ONA11- a""n wer. NOKOMI$.FL 34274 I/tslb(y Better """'"�i1K °—.- -' A LYFBJIAyI�LE�`PE. F.K. 22&170 J.J. 323/8 HR7f0 N7S 6 d 11 4127-10 E P.Er 557os I--,-513 .062 1.187 r– .040 1 .738 li 52111 443 1. 73 os2 SASH STOP COVER O 1. 73 T '062 3- 90 4 #4053,6063-T5 1.'(22 LL F—"F , a 2.710–� [----2.710-x{ FLANGE FRAME HEAD I--2.764 1 O FLANGE FRAME SILL O FRAME SILL ADAPTER r #4102A,6063-T6 #4138,8063-TB #4137,6063-T6 1.363 .0621- 1.1 0621.187 �_I .062 13 FLANGE FRAME JAMB —II---.062 #4002A,6063-T6 .490 .437 T— 1.451–� 71 A8 t�1.4031 SASH STOP 2 #aozs,8063-T5 O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4131,6063-T6 #40546,6063HD-T6 062 2. 79 � 062 2. 28 050' 1 ,•1,87 1. 49 �J 062 .878 (�1.349--� 1.081 1.096 1 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD 5/16" PR.ITRCV]. #4133,6063 T5 #4008D,6083HS T6 #4126,8063-T5 #40396,8063 T5 -001"ply-y`9'l the Florida Bmlding Code �My� Acceptenw ldo C* 1r 1 - pate �j050 050–+ .678 N-1P 678 .050 .678 .683 .050 ,.0961-T ,.096--+�-�I T 1.111–f �t"—+t-1.097 LYNN O GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" �\``��ON�IGENS a!vze #40446,6083-T5 #4222A,6063 T5 #985C,6083-T5 #4067,6063-T5 F (USED W/GRILL KIT) (USED W/GRILL KIT) No.56705 G I w,.4en are aw�r.,. "� •' Z r J.J. 10/17/11 E NO CHANGE THIS SHEET °ivg011 �••, S7A E�O� :•<C/�� � �' ,070TECHNOLOGY DR WE EXTRUSIONS ��'n�SS.FCORIDP.•�G�� J.R. 6/20/11 D NO CH4NQE THIS SHEET NOKOMIS.FL 34275 tx FX 4/1607 �C NO CHANGE THIS SHEETP.o.eox,s2e �— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �'//,!�NA1"E��` ax — ce.at.4 ptle NOKOMIS,FL 34274 VWbly Better sow �."t �' n"` A.LYNN MLLER P.E. F.K. 2/2$�DB J.J. 323N8 HR7f0 LABII 7' s 11 4127-10 E P.E.o 68705 ANCHOR QUANTITIES,XOX(114-112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I - GLASS TYPES D,E,F,J,K,L I&SILL 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: ANCHOR TYPE 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATEZONES ZONES ZONES ZONES ZONES y m ti Rom2.GLASS TYPES: WINDOW512E HEAD&SILL m HEAD 8 SILL g HEAD8 SILL g HEAD&SILLHEAD&SILL ' A.WIT'LAMI-(116"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W V H ' ' ' B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A " C.5/16"LAMI-(118"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 2 1+C2+1+C2+12 1+C2+1+C2+1 2 D.7116"LAMI-(3/16"5..09009D,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) 50.625 t+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/18"LAMI-(3/16"HS,.090,3116"HS) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(118"A,.090,1/8"A) 54.000 1+C2+1+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) " 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+q+1 3 I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) J.13/18"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3(16"A,.090,3/16-A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 K.13/16"LAMI IG-1/8"OR 3M6"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16-A,.090.3/16"HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+q+1 2 L. 13/16 LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+7 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50,825 1+C2+1+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+CZ+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.00D 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+q+1 3 25 3/4"MAX.FROM CORNERS. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+q+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22112 MAX O.C. TABLE KEY: 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 46.000 1+C2r2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 1+C2+2+C2+1 3 1+C3+4+C3+1 3 ---ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 00.000 1+C2+2+C2+1 3 1+C2+1+C2+1 S 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+0+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+q+2+q+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.ODOx 36.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2r2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4"max. 1 { 60.000 1+C2+2+C2+1 3 1+C2+2*C2+1 3 1+C3+2+q+1 3 1+q+2+q [-»-3"MIN. +1 3 1+C2+2+C2+1 3 1+Cq+3+C4+1 3 1- 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+ 9"REF. q+1 3 1+C3+2+q+1 3 1rC2+2+C2+1 3 1+C4+3+C4+1 3 R X O X 106.375x 38.375 1+C2+2+C2+1 2 1+C2r2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PRODUCT REVISED 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+q+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. as conWlYU16 with Ux Florida Building Code 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+q+1 g 1 1+q+3+4+1 3 1+C3+4+q+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS oAc-p.b-�la54.000 1+q+3+Cg+1 g 1+C2+2+C2+1 31+C3+3+C3+1 31+C3+3+qr1 3 1+q+3+q+1 3 1+C4+q+C4+1 3 (SHAWN 1N TABLE KEY ABOVE)80.000 1+q+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+q+3+C3+1 3 1+C4+4+C4+1 3da Product Can 63.000 t+q+3+q+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 3/4"MAX. 2+C2 1 2 1+C2+3*C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1 1/2"TYP. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+ + I L If3"MIN. 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3*3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 LYNN W REF. X O qX `.`��ON........_ 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+ +1 3 1+C3+3+C3+1 3 1+C3+3+q+1 3 1+C3+4+C3+1 3 LICENSE'••,F,p 54,000 t+q+3+q+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+q+1 3 1+C4+4+C4+1 3 *'• No.58705 •' 60.000 1+q+3+q+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+q+3+q+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. 63.000 1+q+3+q+1 3 1+Cz+2+q+1 3 1 1+C4+3+C4+1 3 I 1+C4+3+C4+1 q I 1+c4+3+C4+1 3 14CS+4+c5+lt 4 _EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS JJ� it>M7/i1 E NO CHANGE THIS SHEET °ip�br %O ' S4V1kP';' (V�� _ 1070TEC14NOLOGYDRNE ANCHORAGE SPACING, 1/4-1/27/4 '��C` '•.FCORIDP•.•' F.K 4/isro7 C 1 DAUPDATE TABIEDDEDIG CAP�BESELE E�VALUES DUE TOHANCHOR CAP.AA/. NPO BIOx 529 75 A '�'r`S, NAL IE a" "' ALUM.HORIZONTAL ROLLER WWNDOW,IMPACT O�wBy: ow e.o m NOKOMIS.FL 312'/4 yV//,(7. a 4^+e au1 01"v 4. Isc A.LYNN MILLER P.E. F.K. ?/2SR)6 -1 J.71 3/2g4?B HR710 NTS 8 r 11 4127-10 E REX 66705 ANCHOR QUANTITIES XOX 113-113-113 WINDOWS TABLE 5 NOTES: " GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONIC 2,3,WOOD 2.CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-1112 STEEL SCREWS(G5) M 'S m m m m m 2.GLASS TYPES: p WINDOW SIZE HEAD 8 SQL HEADSILL HEAD&SILL HEAD 8 SILL HEAD 8 SILL HEAD&SILL A.5/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W H ' a B.5116"LAMI-(1/8"A,.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A 46.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 C.5/16'LAMI-(118"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/16"LAMI-(3116"A,.090,3/18"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3116"A,.090,3J16"HS) F.7/16'LAMI-(3/18"HS,.090,3/16"HS) 54.ODD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(118"A,.090,1/8"A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1*C2+1 3 H.13/16"LAMI IG-1/8'OR 3116-A(MIN.),5118"OR 3/8"SPACE,5/16"LAMI-(118"A,.090,1/8"HS) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 i• 13116"LAMI IG-11W OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(11T HS,.090,1/8"HS) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"A) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8"OR 3116-A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(311V'&.090,3/16-HS) 40.000 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16"LAMI IG-1/6"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16'HS,.090,3(18"HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+G2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1. 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4"MAX.FROM CORNERS JAMBS: W MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 48.000 1+C2+1+C2+1 131+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY 50.625 1+C2+1+C2+1 �I+C-2+1+0+1 C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X 0 X 54.000 1+C2+1+C2+1 C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES BB.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED 48.OD0 1+C2+1+C2+1 3 1+C2++ ON EACH MEETING RAIL PLUS(1) 1 C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+l+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+Q2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 31 (3-MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000x38.375 1+C2+1+4C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ��25 3/4"MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I -�•��--3"MIN. 50.625 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+ 9"REF. 1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 T Xu- 63.000 O X 60.000 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 II 1 rC2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PRODUCT RT!VISED MTG.RAIL,TYP. w complying with ON Florida 84.000x 36.375 1+C2+1+C2*1 2 1+C2+4«C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 8u11ding Code EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Acccplence No 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 a 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+q+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3.1+C2-1-C2+113 1+C3+1+C3+1 3 NH�mI Product" M 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1 1/2"TYP. 1+ --.�I 111111 86.437x 38.375 1+C2+1+C2+1 2 C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1•--3"MIN. .( LYNN 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF. X0 X \� 'ICON'•..•••"!� tl F •., P GENS 50.625 1+C2+1+C2+1 3 1+C2+1rC2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 T-1- P•' 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 *• No.58705 60.000 1+C2+1+C2+1 3 1+CZ+1+C2+i 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. _ 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 q 1+C3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS =-v'. J.J. 10117111 1 E NO CHANGE THIS SHEET °iom1'°` %O ISTA F �� 1070 TECHNOLOGY ORNE ANCHORAGESPACING,XOX 1/3-113-1/9 ;'`�cs'•.F<ORIOP.•'GO'�.` J.R 6120/11 D DlG CAP 70 Bf TEMPERED +30FTNOTE. NOKOMIS,FL34275ftwb. TM" F.K 4(15070 UPDATPTABLES,SELECTVALUESDUETOANCHORCAP,AW. P.O.sOxtSze �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �''�S;�NALI� o�� er ow: ciwolne qr NOKOMIB,FL 34274 Yttlb&Better M0`+'b1"� �` r°ii° °""*'N'' �"' A.LYNN MVLER.P.E. F.K. ?/28478 J.J. 3P2308 HR710 NT$ 9 .r 11 4127-10 E P.E.N5e7D5 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,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 J y N In J U) J J N 2•GLASS TYPES: D WINDOW SIZE a J m aa� m ¢O¢ m Q�Q J m Q0Q J QoQ J m A.5/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W m 2 W W W y W W y B.5/18"LAM[-(1B"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W V H =`6 _ °d � _°6 _ °6 -ai =08 , _ °s 71 1 C.5/16"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/16"LAMI-(3/16'A,.090.3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAMI-(3/16'A,.090,3/16"HS) 48.000 1+C2+13 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16"LAMI-(3116"HS,.090,3/16"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),6116"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,51113"LAMI-(1/8"&.090,11W HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+102+1 3 1+102+1 3 L 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/18"OR 3/8"SPACE,5118"LAMI-(1/8'HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/16•LAMI IG-1/8"OR 3/16-A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/18"A) 63.000 1+C2+1 3 1+C2+1 3 1+103+1 3 1+C2+1 3 1+C2+1 3 i+C3+1 3 K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16-LAMI-(3118"A.090,3/16"HS) L. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3116"HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 1+102+1 2 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 3,WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 183/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"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: 53.125x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 O X 2+103+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3 50.625 1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+103+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER of CENTERED ON THEHE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) 60.000 x 38.375 1+102+1 3 1+102+1 2 2+102+2 2 1+102+1 3 1+102+1 2 2+102+2 2 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 318 3/4"MAX 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1---.3"MIN. 60.000 1+103+1 4 1+103+1 3 2+104+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 J 104+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF. 63.000 1+103+1 4 1+103+1 3 2+ � X_ O 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 MTG.RAIL PRODUCT RCVISM 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 .tmoplyinB with the PlorWo I3uikling coat 50.625 2+103+2 a 1+102+1 3 2+103+2 3 2+103+2 a 1+102+1 3 2+103+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Buikll g C No D8l=c4,v4x 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+103+2 4 1+C3+1 3 2+104+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 Miami Dodo 63.000 1+C3+1 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. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 31 1/2"TYP. JI(--3"MIN. \111111 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9"REF, X 0 4 LYNN 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 - - Q�. \CENS�c''•,FP 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 = *' No.58705 * ' 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL _ 63.000 2+C3+2 4 1 1+C3+1 3 2+104+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS J. 10/17M1 E NO CHANGE THIS SHEET STOF� �w01t 7070 TECHNOLOGY DRIVE -�- ANCHORAGESPACING,OXAND XO WINDOWS %��'•.."WRIOP`. -N J.R. 6120/11 D ADDED IG CAP TO SE TEMPERED +3WTNOTE. NOKOMIS.FL 34275 > F.K. 4116/07 C CHG.TABLE#TO 568 SELECT VALUES DUE TDANCHORCAP.AD P.O.SOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ''��(?NAL\�C.�` o.k [IMs: NOKOMIS,FL 34274 aaY: t'""t 0wlo/b, a„- I I/11 1 V41b(y Better A.LYNN U11MR P.E. F.K 2/28A71B J.J. 3113AOB HRT10 NTS 10 w 11 4127-10 E P.E.M 55706 1 3/4"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, MIN.3.4 KSI 1 NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAMI-pADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4"ELCO CONCRETE �—L 1 3/8" TAPCONS EMBEDED 1318"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM ~. �: NOTE 1 MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. 1x WOOD o 11 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)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 1/4 1/4 THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM 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 8063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 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 1/4' RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 3/8" 1/4"MAX.SHIM�-I Fes- 1 1/,4 MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) =° 4OR O PER F40 TE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR NOTE 2 NOTE 1 13/4" EXTERIOR INTERIOR E —�- "MIN.E.D (H &SILL DETAILS A,B,C,D, &H) TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING INTERIOR DETAIL E DETAIL F (JAMB DETAILS E,F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE lu ANCHOR WOOD DETAIL H (HEAD) NOTE 1_ ANCHOR, NOTE 2 NAILING .131 DLA.MIN.x 2 1/2"NAIL PRODUCTRBVISCD AT CORNERS AND 5"O.C. a complyig with The Florida 1/4" 1/4" TYPICAL DETAILS G,H&I. o�g Code ' MAX. MAX. e SHIM SHIM 1 _ _J_ M mni ude ProMul Contro i_� --��- SEE—�:NO'E 113/8 MIN. NAILIN' 13/4"MIN. TT� 1lll"f/f MIN.3.4 KS E.D.TYP. :'. ; O SEE NAILING \\\���pNY LYNN CONCRETE 2x WOOD • P���.•''�10ENSF''�FP DETAIL C BUCK, DETAIL D NOTE 3 DETAIL G(SILL) DETAIL 1(JAMB) * NO.58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS =-o �'l�'� ar4er 0Mc awwr. ��p'•, STA�Ei ilF :•CCI J.J. 111H7/11 E NO CI.4WCiETHf3 SHEET 1070TECHNOLO(iY ORNE P -�- ANCHORAGE DETAILS �� RCORID........... J.R 3/XY11 D NO C1iAN0E THIS SHEET NOKOMIS,FL 34275 F k a+smT C ADD l.F.FRAME CHo NOTE 6 TO FBC,CURRENT ED11+0N" P.O.eOx 1528 .7— ALUM.HORIZONTAL ROLLER WINDOW IMPACT 'ss�0NAL`E? VWb{7 BeMr A.LYNN MILER,P.E. 0rrr 4y. 0"Y Urine 0Me NOKOMIS,FL 34274 6rM•�b. Rw- F.K. ?/28iD6 J.J. 9/13706 HR7f0 H9d 11 a 11 4127-10 E P.E.058705 h M'IAMI• MIAMI-DADE COUNTY i. AN.Nm PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows&Doors,Inc. 10100 N.W.25"' Street Miami,Fl. 33172 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"450"Aluminum Outswing glazed Doors w/wo Sidelites-Impact APPROVAL DOCUMENT: Drawing No.W98-01,titled"Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1,2.2, 3,4, 5,6, 7 and 7.1 of 7,prepared by manufacturer,dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Alimad,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 Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options,mullion type,sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure=+100 PSF Max w/threshold(sill type S-0). Sills (thresholds)types SS-1 & SS-2 are not rated for water infiltration. See thresholds(sills)limitations notes, in sheets 4 & 6 and glass type A 1(muntin) limitations notes, in sheet 6. 4. NaiTow stile sidelites are limited to 18"or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",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# 11-1025.02 consists of this page 1 and evidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 12-0706.03 MIAMILu COU: Expiration Date: November 09,2016 Approval Date: October 25,2012 `V\'V Page 1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11-1025.02). 2. Drawing No.W98-01,titled"Series 450 outswing Doors& Sidelites", sheets 1, 1.1, 1.2, 2,2.1,2.2, 3, 4, 5,6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under file# 11-1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifornl Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-1 only) 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 manufacturer's parts and section drawing marked-up drawings of aluminum out swing/Inswing door w/wo sidelites,by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked-up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. 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 manufacturer's parts and section drawing marked-up drawings of aluminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen#1, 2, 3, 4 tested per PA202- 94, specimen#4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door w/sidelites,by Hurricane Testing Laboratory,Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/0.1/2002 tested per PA201-94 &PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file#09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202&203-94. . L Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09,2016 Approval Date: October 25,2012 E-1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file# 11-1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11-1025.02) 3. Glazing complies w/ASTME-13 00-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color& clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises# 11-1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked-up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10-0940, dated 11/17/10 approved by BNC. I haq r.Chanda,P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09,2016 Approval Date: October 25,2012 E-2 TYPICAL ELEVATIONS 38-9/16 FRAME WIDTH 6 7/8' 6 7/8• 74-1/2' 113-1/16" D.L OPG. FRAME WIDTH FRAME WIDTH WIDTH /4' H-0 3 g_ H-0 OUT WIG 6 7/8" D.L.OPG. D.L.OPG. 6 7I8• n SEE SHEET NGE5 4 3 MDTH / LOCKING OPTIONS / SEE CHART SHEET 1.1 ME 0 i p Qq OUTSWING \ \\ i -4 I 1 `\ LH CONFIGURATIONS SHOWN `\ RH SIMILAR ACTIVE\ ACTIVE I INACTI 11ACTIVE I NON. WID 3 3 3 53 OUTSTHWING sst ss2 m sSi SS2 sst ss2 SADDLE SILL NOMINAL DOOR/SIDELITE PANEL PANELDL. OPG. FRAME HEIGHT= PANEL HEIGHT+ 1-7 B STD.THRESHOLD wlnrH wlnrH winrH FRAME HEIGHT=PANEL HEIGHT+ t-5%8' ADA THRESHOLD)) 2/0 23-3/4' 12-7/8' FRAME WIDTH = PANEL WIDTH+2-3/4' LEGEND H-O H-0 2/6 29-3/4' 18-7/8' 4 3 3 3/0 35-3/4' 24 7/8• -0 - OUTSWING DOOR DETAIL 3/6 41-3/4' 30-7/8' STEPS TO USE CHARTS SEE SHEETS 6 & 7. i NOMINAL DDOR ❑ - ITEM DESCRIPTION / I \ PANEL PAANELNELITE D.L. OPG. I HEIGHT HEIGHT HEIGHT\/ (see sheet 2 of 7) X/ 6/8 78-7/8' 66-1/2' 7/0 82-7/8' 70-1/2' 7/6 88-7/8' 76-1/2' revisions: 8/0 94-7/8' 82-1/2' E I7.t0.09 IMM PER BCCO O7 FPC 3 E 07.0.09 uPatEa ran tam rx NOTE: ./ 8/6 100-7/8• 88-1/2' H 1021.11 REV.PER RIC corI11m EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\\ / i/ / 9/D 106-7/8' 94-1/2' "f2 KV.PER PEPA CM Ms \ I / J aa1u.11 N0 CIYNCE iN5 SHEET \ I 9/6 112-7/8' 100-1/2' /Y6/YCf R¢v� 10/0 116-7/B• 106-1/2' w4*a�r DWG. NO.: W98-01 En9r.JAVADAHMAD6 [L'.VI INACTIVE FLA PFM/70592r ��, G.AN 3570 / 5-0 5—O WINDOWS ac DOORS MULTIPLE 3 3 SIDELITES 1D100 rarlhwesl 25 street miami,flondo 33172 AVAILABLE Sot 542 Sot 542 Z�)2 product : Series 450 Outswing Doors & Sidelites (SEE SHEET 6) date : 10-20-97 sheet 1 of 7 TYPICAL ELEVATIONS IDA 10AA IOB 10C & IOCC I IOD & IOE 30 F DOOR HEIGHT EM.(+)INT.(-)EXT.(+)INT.(-)EM.(+) EM.(+)INT.(-)EM.(+)INT.(-)EXT.(+)INT.(-) 84' 90.0 1 90.0 100.0 110.0100.0 110.0 65.0 65.0 1 80.0 80.0 100.0 110.0 ' 96-3/4' 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108-3/4' - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120-3/4' - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 IDA COPPER CREEK W/CGI 3 POINT 1 O BALDWIN W/CGI 3 POINT 108 : REGENT COMMERCIAL 3 POINT IOC BALDWIN SINGLE POINT LOCK IOCC COPPER CREEK SINGLE POINT LOCK 10D DOR-O-MATIC SERIES 1690 10E JACKSON SERIES 2085/2065 1OF SURFACE MOUNTED LOCK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CGI 3 POINT REGENT COMMERCK CGI DOORS LOCK 12 a 3 PoNT LOCK 12 (SEE SHEET 1) x TRUE e HORIZONTAL /. MUNTIN OR MORE ER DOOR OR SIDELITE PANEL) 1QA `� S ` / I `` / 1 LEGEND /J/ 108 ' e`` _ -0 - OUTSWING DOOR DETAIL 1 4 4 4� {{ I I ITEM DESCRIPTION / n i FIXED (see sheet 2 of 7) ACTIVE I / INACTIVE ACTIVE INACTIVE 12 � 12 OPTIONAL TRUE MUNTINS RESIDENTIAL HARDWARE COMMERCIAL HARDWARE DOOR OR SIDELITE AI61DYC7IIIevlsen HINGE LOCATIONS 2_070 •03 DWG. NO.: W98-01 MAX. DOOR HEIGHT NO, REDD.I MAX. SPACING UPT❑ 90-3/4' 3 1 35 1/2' Eng,:JAVAD AHMAD r �.�� • ABOVE 90-3/4' UPTD 120' 1 4 1 44 112- Fl" CIVIL sw DOORS WITH 3 HINGES LIMITED TO 100 PSF PE/70592 FRAME HEIGHT = PANEL HEIGHT+ 1-7/8•(STD.THRESHOLD) $ g CAN.3538 FRAME HEIGHT= PANEL HEIGHT+ 1-5/8'(ADA CAG L THRESHOLD) ' 4 WINDOWS 8c DOORS FRAME WIDTH = PANEL WIDTH + 2-3/4• 10100 northwest 25 street miomi,fbrido 33172 HARDWARE DESCRIPTION j!q-q-n" product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.1 of 7 3/16'ANN.GLASS 3/16'HEAT STREN'0 CLASS 3/I6"ANN.GLASS .075'INTERLAYER .075'INTERLAYER VMCEVA COMPOSITE BY'SOLUTIN' VANCEVA COMPOSITE BY'SOLUTIA' .090 ALUMINUM SHEET OR OR .090'PVB INTERLAYER .D90"SENTRYGLAS INTERLAYER .090'SENTRYCIAS INTERLAYER SAFLEX IIIG BY'SOLUTYI' 1/4'PLYWOOD BY'DUPONT' BY'DUPONT' BULB VINYL 3/16'ANN.CUSS BULB VINYL 3/16'HEAT STRENb CLASS BULB VINYL 3/16'NEAT STREN'D C!/SS BULB VINYL .090 ALUMINUM SHEET CGI-382 034-382 CGI-382 *DOW GLAZING STOP OPTIONS 2i g 2f X I if ' I I yd4 639 652 1 g �.I II 'cit \ �I I I wX WSILICONE +I ,778 .754 1� 744 GE-1200 SILICONE SILICONECONE DOW 995 GE-1200 CE-12001200DOW 899 DOW 995 DOZY 995 995 DOW 899 DOW 899 DOW 899 .E CGI-504 CGI-515 GLASS TYPE 'A' GLASS TYPE 'B' 7/16" OVERALL COMPOSITE PANEL 7/16"OVERALL LAM. GLASS 7/16"OVERALL LAM. GLASS .617 1/8CL "OR 1/4"TEMP. ASS 672 AIR SPACE 1/8'OR 1/4"TEMP.CLASS CoCo MR SPACE 'm, .050 nl .OBD m 3/16'ANN.GLASS .075"NTERIAYER 3/16"ANN.GLASS ,090 ALUMINUM SHEET .754 VANCEVA COMPOSITE BY'SOLUTW ORC II--39 90'MCGI_519 .090'SENTRYGLAS INTERLAYER .0INTERLAYER 3/4'PLYWOOD BULB VINYL BY'DUPONT' BULB VINYL SAFLEX RIG BY'SOLUM' 4DOW UM SHEET CGI-382 CGI-382 BU ME 3/16"ANN.GLASS 3/16'HEAT STREN'D GLASS DOORS AND SIDELRES CAN BE GLAZED USING z SQUARE OR OGEE GLAZING BEADS/ADAPTERS 0 In 0 WI11WSILICONE SILICONECONE GE-1200 GE-1200 -1200DOW 995 DOW 995 995 DOW 899 DOW 899 DOW 899 GLASS TYPE 'A1' GLASS TYPE 'B1' 1" OVERALL COMPOSITE PANEL 1'OVERALL INSUL. LAM. GLASS 1'OVERALL INSUL. LAM. GLASS 'd1 +ld& DWG. NO.: W98-01 AIR SPACE CONSISTING OF: GLAZING OPTIONS c Arirrr.�. l• 3 Engr. CIVIL AMMAD CAM , ST. METAL SPACER AROUND FLA.PE d 70592 C.A.N..A.M.3538 THE PERIMETER OF THE GLASS. VJINOOws 8c DOORS Q 10100 northwest 25 street miami,florido 33172 product : Series 450 Outswing Doors & Sidelites a` 66N P 2012date : 10-20-97 sheet 1.2 of 7 74 1/2' (TESTED SIZE) 38 9/16' FRAME WIDTH FRAME WIDTH 4 1/4' 3' 3' 4 1/4' 4 1/4' 3' 24' 8' 24' 3' 3' 24' MAX. MAX. MAX. H-' H-O 3 3 n � � I I I I 1 I 1 I 24 3/4' D.LO. �- 12 - 3 I _ A t 10M 3 s i 'sz o 1OM i I Li 1 I 1 INACTIVE ACTIVE ACTIVE I 4HAGER S 3 HINGES SS 530 35-1/2'MAX. PANEL WIDTH ESB 1ep1ei4` DWG. NO.: W98-01 Engr.JAVAD AHMAD • LARGE MISSILE IMPACT @ Fu CIVIL 70592 MAXIMUM DESIGN LOAD RATING =+ 100.0 §F C.AN. 353e 4 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF $ 't VVIn1DCw5 8c DCO1RS GLASS TYPE 'A' 10100 northwest 25 street miomi,Ilorido 33172 LOCK OPTION 10AA CGI 3 POINT MECHANISM W/BALDWIN SERIES 8200 DEAD BOLT ^' - product : Series 450 Outswing Doors & Sidelites JUN 9 2012 dote : 10-20-97 sheet 1.3 of 7 74 1/2- (TESTED SIZE) 38 9/16" 1/4' C V R P ANI C HARDWARE FRAME WIDTH FRAME WIDTH a 3 3' 4 1/4' a 1/4' 3' 24' 6' 24' 3' 3" 24' MAX. MAX. MAX. H-0 H-0 3 } 1 1 ' I I ' 1 I I I I I I I I / CONCEALTICALED CONCEALED I VERRODVERTICAL ROD ' I I 1 I I N 3 I I � APPROVED PANIC HARDWARE FOR DOORS DOR-O-MATIC SERIES 1690 TOUCHBAR EXIT DEVICE I I I I I JACKSON SERIES 2085/2086 CONCEALED VERTICAL A ROD EXIT DEVICE tE 3 \ a-------------- k41 k-A ------- m "--------- -- K'I K'1 C-:—-------------- 1,-A --------------- - IDDORI J ,OD m / \ DE IDE I I TOE I I I I I i I I I 1 I \ 1 I I ' I I ' I I ' I I 1 ACTIVE ACTIVE ACTIVE ' I SSI 6' 6' 24' 7 1/4' [71/]4- S511 11/4' 4 4 35-1/2'MAX. PANEL WIDTH ,," „ � DWG. NO.: W98-01 '.. t DOORS LOAD CAPACITY - PSF En9r.JAVAD NiMAO AWkpbmo 'p CIVIL Ca , FRAME HEIGHT FRAME WIDTH EXT.(+) INT.(-) §k FLA, PE N 70592 96-1/2” 74-1/2" 70.0 70.0 � CAN.3535 84-1/2" 74-1/2' 80.0 80.0 ;Y94 ! VVINDOwS 8c OOORS DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. Z 10100 northwest 25 street miami,flodda 33172 QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 =vv"' 1UN 9 ZO' product : Series 450 Outswing Doors & Sidelites "as LOCK OPTIONS 10D AND 10E date 10-20-97 sheet 1.4 of 7 I BILL OF MATERIALS 11 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. 10 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 26 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE #8 X 1/2" PH SMS. 3a SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. 5a 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ® CENTER OF PAIRS 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH-PH-SS TEKS SCREW, ® 3" & 7' 18 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL 7� #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. u 320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) 9� .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) F101 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. t0A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. lOAA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. /116JP{iR Yf VlSJfB i Fl-0-C] SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. ANWW—�e 3 DWG. NO.: W98-01 10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. Engr:JAVAD AHMAD DOR—O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH G^n� CONCEALED VERTICAL ROD SEE SHEET 1.4. �ChN.4538 PE qs EvaME ,t0E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD a94 WirvoowS ak DOORS EXIT DEVICE SEE SHEET 1.4. 10100 northwest 25 street mami,florido 33172 tOF CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF go= = product : Series 450 Outswing Doors & Sidelites (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. o a$ a ` dote : 10-20-97 sheet 2 of 71 0D 4462 .911 -4.852 -1 q.639 p- 652 1- .125 080 .750 .125 m .065 1.873 1.918 7r-{II' I T 1.812 .062 +I ,778 P754 loo CGI-511 CGI-375 CGI-504 CGI-51� 2.082 JAMB COVER CGI-502 CGI-507 JAMB/LOCK/SIDELITE STILE DOOR FRAME HEAD/SILL rl.1021 Sµ 1 .617 �72 1.250 .750 m .050 N .080 m 1918FLI - ,125 .754Fe- LCGI-396 ss: s .125 CGI-503 4813 NARROW SIDELITE STILE 4.562 3.122 1250 .075 .150 2.358 1.112 CGI-500A TOP RAIL CGI-509 CGI-505188 -1844--{ FRAME JAMB/MULLION ASTRAGAL I f 500 10-�750 CGI-540 4.000. ..) .125 3.2n 0a0 us 1.zs0 .750 L 4322 .125 .125 CGI-539 5.777 5.176 CGI-514 23ee SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.312 �11YLT itFV4SEA + ww,4wFtd& DWG. NO.: W98-01 SIDELTE MULLION Ear,eaV�AHAD fr'�µ�3 • FA 70592 CG L k WINDOWS ac DOORS .075 10100 northwest 25 street miami,florida 33172 1.063 product : Series 450 Outswing Doors & Sidelites CGI-508 CGI-501 a U� FRAME COVER BOTTOM RAIL 201 2 dote : 10-20-97 sheet 2.1 of 7 _ 1/Y 1/2' 1/2• 1/2• Bolt f Bolt Housing f Bolt Housing Bolt Tip Assembly #10 x 3/4" PH SMS #10 x 3/4" PH SMS #10 x 3/4" PH SMS o #10 x 3/4" PH SMS Flushbolt Tip Bolt Tip Threaded RL—m-j Linkage Assy. Rod Rod Actuator #10 x 3/4" FH SMS #8 x 1/2' PH MS Arm O Connection Wheel Keyed Cylinder KeyedJSHOWN ` Flushbolt Surface Mounted Cylinder/Deadbol _ _ = Activator Activator Assy. DeadboltTOP SECTION SHOWN TOP SECTION SHOWN Assembly (BOTTOM SIMILAR) TOP SECTION (BOTTOM SIMILAR) OO(BOTTOM SIMSURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT CGI CUSTOM [-1-21 Flushbolts (Inactive Panel) 3—POINT LOCK O Actuatoruc�wcvu� Arm +�N*29- — 4• DWG. NO.: W98-01 REGENT 3 POINT Engr:JAVAD AHMAD COMMERCIAL LOCKPCE70592 ® CAN. 35,18 WINDOWS Bc DOORS 10100 northwest 25 street mlami.florido 33172 1- 1/2- product Series 450 Outswing Doors & Sidelites a JU Z012 date : 10-20-97 sheet 2.2 of 7 Dor—O—Matic 1690 Jockson 20861 #8 x 3/4" #12 x 1 1/2" FH SMS FH SMS 1/2' Keeper Strike Plote--L---,L Top Guide w/trip N #10 x 1/2" releose FH MS Top Lock #10 x 1/4" Top Bolt Assembly FH MS J]>#10 x 1/4Bottom Bolt " Bottom Bolt FH MS Bolt Guide Bolt Guide #10 x 1/2" 1 1_ FH MS /y 1/1. rltWCt•liwseo sem►.+ k res. _a oc• DWG. NO.: W98-01 pp Engr.JAVAD AHMAp CM i FLA PE/ 38 CAM L CAN. 70 &g WINDOWS Bk DOORS 10100 wrthwest 25 street miami,florida 33172 ; product : Series 450 Outswing Doors & Sidelites "a a UN 2 q 2012 dote : 10-20-97 sheet 2.3 of 7 1/4'DIA.ULTRACON 5 �O 6" FROM ENDS 1/4" DIA. ULTRACON o i t AND 24'O.C. i l o SEE SHEET 7 • �' I (INTERMEDIA ANC S) I I. ESE (SEE HEET ) � I C E DIST ° I 3 KSI oN� E �.� I d 2A TYPICAL PANEL ASSEMBLY 1X4 PT WOOD 1X4 PT WOOD ` 509 SEE NOTE BELOW 2X4 PT WOOD t-1 MIN 511 4 2B TYPICAL PANEL ASSEMBLY SEE NOTE BEL W EMBED 1 2C TYPICAL PANEL ASSEMBLY SEALANT 0 N -1' PANEL 9 14 OPTIONAL 4562 rA INSTALLATION502 504g 100NTO 2X4 PT WOOD SEE SHEETS 2.2&2.3 TYPICAL JAMB ANCHORS 1 m 13 ORFOR BOLT ENGAGEMENT 1/4'DIA.ULTRACONaO6'FROM ENDS AND 3 TYPICAL 19-3/B'O.C. FOR LOADS UP70 70 PSF12514-1/2"O.C.FOR LOADS UPTO 110 PSF 125 N 12'O.C.FOR LOADS ABOVE 110 PSF375 (SEE SHEET 7) .tzs a.852 —�I EXTERIOR W111H 2A TYPICAL 1/4" DIA. ULTRACON 1/4'1 SHpA 1250 ` 509 1 1 J—0 _ 1_1/4. FRAME WIDTH 0 w EMBED H W x ASTRAGAL REOD.FOR _ UJ ;o INTERIOR WATER RESISTANT DOORS ONLY Li Of 4.562 g Of L� TYPICAL 3 .12s .150 .686 1.250 OPTIONAL EXTERIOR 502 505 502 SQUARE GLAZING (SEE SHEET 1.2) a {-1•2s0 ° 2X4 PT WOOD 8 P �u—, OPTIONAL INSTALLATION S_O0-1 INTO 2X4 PT WOOD ACTIVE INACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI OUT SWING DOOR 2A TYPICAL MUST BE PROPERLY SECURED AND 675 505 EXTERIOR LOCK OPTIONS 3/2END SCREWS MUST SUSTAIN LOADS IMPOSED � SEE SHEET 1.1 BY GLAZING SYSTEM. 2092. 1/4'DIA. ULTRACON 1.844 .100 O 6'FROM ENDS - Y(. IBfY16841 AN 24'O.C. a4ruwM.v. DWG. NO.: W98-01 (INTERMEDIATE ANCHORS) _ -1// /� N 3C Engr:JAV.N AH �� 4�/w • m g FU.PE�p 70592 / CAG , NOTE: ' & CA.N. sae ALL ANCHOR CONDITIONS SHOWN ON H992 wlnloows a� 000Fzs CON ETE SHEETS 3, 4 AND 5 MAY BE DIRECTLY 10100 northwest 25 street miami,0o6da 33172 TO MASONRY WITH 1/4" MAX. SHIM SPACI$5='e,a product : Series 450 Outswing Doors & Sidelites i I I ° WITHOUT VARIATION IN CAPACITY. °s "a g1UN 2012 date : 10-20-97 sheet 3 of 7 MULLION #1 1X4 PT WOOD 2.e7e SEE NOTE SHEET 3 1.250 SMALL SIDELITE 511 511 STILE (EXT. 503) 511 AT SIDELITES 1 MIN. 0 0 7 1'-6" WIDE OR 6 0 0 SMALLER. Ew,BW 502 502 502 4552 I 1/4" DIA. ULTRACON ° ® 6" FROM ENDS & .150 19-3/8" O.C. AT 25 -- _ INTERMEDIATE ANCHORS SEE SHEET 6 t.675 4.812 11 EXTERIOR @ S-0 lzso DOOR PANEL MOTH SEALANT ,/4• ° SIDELRE PANEL WDTH ypy DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH ,.e44 DS-0 SJ-0 125 3 THIS SILL IS THIS SILL IS NOT RATED NOT RATED M T 3.22s FOR WATER FOR WATER .125 ("`(-` .125 ry J J ADA SADDLE RESIDENTIAL SADDLE 4" WIDE SADDLE REFER TO SHEET 2 OF 7 FOR THRESHOLD TYPICAL BILL OF MATERIALS EXTERIOR EXTERIOR 539 SWEEP /--540 k DWG. NO.: W98-01 4114" DIA. ULTRACON s. s � E�qr.,wvAD A059 / cam► 1� ® 6" FROM ENDS & $ vu Per�r 7ossz .500 24" O.C. NMI � CAA3538 '750 WINDOWS 8c DOORS L CONCRETE 10100 northwest 25 street miomi,fbrlda 33172 d � � '�' d d� °� � .125 3 K51 ONCR TE g��_ ° ^ -d d ° — ry product Series 450 Outswing Doors & Sidelites a a J�JN 9 701 dote : 10-20-97 sheet 4 of 7 511 511 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF MULLION TYPE 1 NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 1 7 �/ \� Wg1H(W) HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) WIDE STILE-WIDE STILE `�� 1/6 1004 110.0 100.0 110.0 100.0 110.0 2/0 100.0 r10.0 100.0 110.0 100.0 110.0 502 502 2/6 6/8 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 1104 - - 3/6 106.0 110.0 76.0 70.0 ;;;;;4- 1/6 100.0 110.6 IOD.0 110.0 100.0 110.0 1.91e 6 1 6 2/0 140.0110.0 100.0 110.0 100.6 110.4 Z.125 I PANEL WIDTH Y PANEL WIDTH I PAREL WIDTH A PANEL WIDTH I 2/6 7/0 106.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 110.0 �i.675 1.675 F� 3/6 100.0 110.0 - - 4.912 4.812 DOOR PANEL + FIXED PANEL SEALANT EXTERIOR WIDTH (W) = 2 1/6 100.0 110.0 160.0 110.0 look 110.0 SS-0 2/0 100.0 110.0 166.0 110.0 70.0 70.0 SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 2/6 7/6 100.0 110.0 1 100.0 110.0 1 - - DOOR SIMILAR DS-0 3/0 Ioo.D 110.0 70.0 70.0 1 - - 3/6 100.0 110.0 - - I - - 1/6 160.0 110.0 100.0 110.0 look 110.0 511 511 2/0 100.0 110.0 106.0 110.0 70.0 70.0 2/6 8/0 100.0 110.0 100.0 110.0 - MULLION TYPE 2 3/D 100.0 110.0 _ K-4 _ _ 3/6 look 104.6 WIDE Sn(£-NARROW STILE 7 - - 1/5 100.0 110.0 1Oo.o100.0 110.0 6 2/0 100.0 110.0 100.6 - - 502 2/6 8/6 100.0 110.0 106.0 - - 3/0 9&9 98.9 -3/6 70.0 70.01/6 100.0 110.0 100.0 look 1104 6 1.918 2/0 9/0 1004 110.0 106.0 164.1 - - 2/6 98.1 98.1 70.0 70.0 3/0 82,9 R2.9 .675 I .675 _ _ _ _ 4.912 1.062 1/6 70.0 70.0 70.0 70.0 IOU 110.0 EXTERIOR 2/0 70.0 76.0 7D.0 70.0 SIDELITE PANEL WIDTH SS-0 SIDELITE PANEL WIDTH 2/6 °/6 70.0 16.0 - - DOOR SIMILAR 3/0 70.0 70.0 - - 1/6 70.0 70.0 70.0 70.0 70.0 70.0 DS_0 2/0 10/0 70.0 70.0 70.0 70.0 - - 2/6 70.0 70.0 - - - - 511 511 3/0 1 59.9 59.9 - - - - MULLION TYPE 3 c D 7 REFER TO SHEET 2 OF 7 FOR NARROW STILE-NARROW STILE TYPICAL BILL OF MATERIALS 6 6 50 991YYUCr"Vlsm ... r�"to wraw" DWG. NO.: W98-01 w�ae. 503 �L Engr:JAVADAH MADCML •O� FLA. PE/705092 �+• .C4� � ��, 1.916 CAN. 11 7 WINDOWS Ac DOORS EXTERIOR 101 DO northwest 25 street miomi,tlorido 33172 25 SIDELITE PANEL WIDTHlO 1062 SIDELITE PANEL WIDTH s ais 1 `29 2012 product : Series 450 Outswing Doors & Sidelites SS-0 date : 10-20-97 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDEUTES LIMITED TO 18'OR LESS) \/ U DESIGN LOAD CAPACITY - PSF NMI GLASS TYPE 'A' m NOMINAL DIMS. 7/18"COMPOSITE PANELS GLASS TYPES � NON.PANEL NDB.PANEL 1' COMPOSITE PANELS GLASS TYPE 'A1' 'B' & 'BI' i Si '/ s �_Z a WIDTH HEIGHT EXT. C+> INT. C-) EXT. C+) INT. (-) EXT.(+) INT. C-) x ii J x J n a 2/0 100.0 110.0 70.0 70.0 90.0 90.0 2/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 1 11\ g O I? 3/0 100.0 110.0 70.0 70.0 90.0 90.0 �� G 3/6 100.0 110.0 70.0 70.0 90.0 90.0 2/0 100.0 110.0 70.0 70.0 90.0 90.0 (� 2/6 100.0 110.0 70.0 70.0 90.0 90.0 PANEL WIDTH PANEL WIDTH PARTIAL COMPOSITE PANEL a C N o 3/0 7/0 100.0 110.0 70.0 70.0 90.0 90.0 OR GLASS Q 0.Q 3/6 100.0 110.0 70.0 70.0 90.0 90.0 APPLICABLE TO DOOR/SIDELITE C dl W a y 2/0 100.0 110.0 70.0 70.0 90.0 90.0 Q M .s r- 2/6 100.0 110.0 70.0 70.0 90.0 90.0 �� LL W2 I�p 0 3/0 7/6 100.0 110.0 70.0 70.0 90.0 90.0 i �� a w N 3/6 1 105.0 105.0 70.0 70.0 90.0 90.0 2/0 100.0 110.0 70.0 70.0 90.0 90.0 iij %j W J a 2/6 100.0 110.0 70.0 70.0 9/0 90.0 90.0 i 3/0 100.0 110.0 70.0 70.0 90.0 90.0 � � N 3/6 70.0 70.0 70.0 r 70.0 x - - � i o 2/0 100.0 110.0 70.0 . 70.0. - - a 2/6 100.0 110.0 1 70.0 r 70.0 . - - O 3/0 8/6 100.0 110.0 1 70.0 x 70.0 x - - PANEL WIDTH PANEL WIDTH p 3/6 70.0 70.0 70.0 ■ 70.0 Z N 2/0 100.0 110.0 70.0 ■ 70.0 2/6 9/0 100.0 110.0 70.0 . 70.0 3/0 100.0 110.0 70.0 r 70.0. - - N Z Z 2/0 70.0 70.0 70.0 r 70.0 x - - N 30 -R 2/6 9/6 70.0 70.0 70.0 x 70.0 . - - WoLD s 3/0 70.0 70.0 70.0 r 70.0 r - - N U o 3 2/0 70.0 70.0 70.0 r 70.0 x - - NOTE: 0 2/6 10/0 70.0 70.0 1 70.0 r 70.0. - - GLASS CAPACITIES ON THIS SHEET ARE 3/0 70.0 70.0 1 70.0 r 1 70.0 r _ BASED ON ASTM E1300-04 (3 SEC. GUSTS) ANDLOADS SOON ABAE ARE FOR DOORS USING THRESHOLDS IN ANY CONDITION DEC FLORIDA BUILDING COMMISSION $CS_)2 DECLARATORY STATEMENT DCA05-DEC-219 AND SS & S WHERE WATER INFILTRATION REOUIREMEN S ARE NOT APPLICABLE, 4� ' GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. 3 H o g a awboo wk a6� •o 0 STEPS TO USE CHARTS d u _ 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. o 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC, Engr:•wvAD AHMAD i •� s O O 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. CML o w w w FLA.PE Y 70592 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. CAN.5530 W 507 W w o THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 540 539 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 0 C 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. - drawing no. 1 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION .J /1/98-�� V AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR JUN 2 9 2012 TSWIN OUT3W G(SADDLE) RESIDENTIAL (SADDLES THE ENTIRE SYSTEM. sheet 6 of 7 MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS DESIGN LOAD CAPACTY-PSP DESIGN LOAD CAPACTY-PSR o MTG.STILE NOMINAL DIPS TYPE 'H' TYPE 'C' NOMINAL DIPS TYPE 'B' k TYPE 'C'AT HSI SILL TYPE'C'AT S-0 A:SS2 SILl ANCHORS PANEL PANEL CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF PANEL PANEL CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 72".MIN.TYP. WIDTH DIGHT 3 ANCHORS 4 ANCHORS 6 ANCHORS 3 ANCHORS 4 ANCHORS WIDTH HEIGHT 6" 24" 6" 24" 9 ANCHORS 4 ANCHORS b ANCHORS 9 ANCHORS 4 ANCHORSa ANCHOR SPAONG 2/0 100.3 110.0 110.0 110.0 110.0 2/0 105.7 110.0 170.0 110.0 110.0 J 0.2/6 81.1 110.0 170.0 110.0 110.0 2/b 845 110.0110.0 110.0 110.0 6/H IL �'♦ 3/0 68.0 90.7 110.0 110.0 110.0 3/0 70.4 93.9 110.0 110.0 110.0 O U / q / ♦ 3/6 58.6 78.1 110.0 101.3 110.0 3/6 6D.4 80.5 110.0 110.0 110.0 j 2/0 95.6 110.0 110.0 110.0 110.0 2/0 100.7 110.0 110.0 110.0 110.0 L O i' i' ♦♦\ 2/6 7/0 77.2 103.0 110.0 110.0 110.0 2/6 7/0 805 107.4 110.0 110.0 110.0 0 it / / ♦ 3/0 64$ 86.4 110.0 110.0 110.0 3/0 67.1 89.5 110.0 110.0 110.0 v G W / / ♦` 3/6 55.8 74.4 110.0 965 110.0 3/6 57.5 76.7 110.0 108.0 110.0 0'K>m u / /- i / /- / ♦ n 2/0 89.3 110.0 110.0 110.0 110.0 2/0 94.0 110.0 110.0 110.0 110.0 0 IE 4 G ♦ %/ ' o^' _ ♦ // %/ / ' o' 2/6 72.1 962 110.0 110.0 110.0 2/6 75.2 100.3 110.0 110.0 110.0 0 00 0: � rc 7/67/6 3/0 80.5 80.7 110.0 104.6 110.0 3/0 62.7 83.6 110.0 11 D.0 110.0 a w; a ♦♦♦ a ♦♦ i •�? •� 3/6 521 69.5 104.3 90.1 110.0 3/6 53.7 71.6 107.{ 100.9 110.0 J 2 N Q `♦` a `♦♦♦ %/ 9 g 2/0 W.7 111.8 110.0 110.0 110.0 2/0 B8.2 110.0 110.0 110.0 110.0 O qM ♦♦ ♦♦ i 3 g 2/6 B/0 67.7 902 110.0 110.0 110.0 2/6 705 94.1 110.0 110.0 110.0 a w~f 8/0 0 ♦ ♦ 3/0 56.8 75.7 110.0 98.1 110.0 3/0 59$ 78.4 110.0 110.0 ♦ ♦ i 3/6 48.9 652 97.8 84.5 107$ 3/6 50.4 67.2 100$ 94.6 110.0 J ` 2/0 78.8 105.1 110.0 110.0 110.0 2/0 83.0 110.0 110.0 110.0 110.0 p 2/6 63.) 84.9 110.0 110.0 110.0 2/6 66.4 88.6 110.0 110.0 110.0 3/0 B/b 53.5 71.3 106.9 92.4 110.0 3/0 B/6 55.4 73$ 110.0 1039 110.0 PANEL WIDTH] PANEL WIDTH PANEL WIDTH 3/6 46.0 61.4 92.1 79.6 1015 3/6 47.4 63.3 94.9 89.1 110.0 p=p r 2/0 74.5 993 110.0 110.0 110.0 2/0 785 104.6 110.0 110.0 110.0 O SINGLE DOOR OR SIDELITE DOUBLE DOOR2/6 9/0 602 80.3 110.0 104.0 110.0 2/6 9/0 62$ 83.7 110.0 110.0 110.0 0 G 3/0 50.5 673 110.0 87.3 110.0 3/0 523 69.7 104.6 98.2 110.0 3 2 N o 2/0 70.6 94.1 110.0 110.0 110-0 2/0 74.4 99.1 110.0 110.0 110.0 MUWON ANCHORS CLUSTER OF ANCHORS O_ 3 AT SDEUTE 3,4,5 OR 6 2/6 9/6 57.0 761 710.0 98.6 110.0 2/6 9/6 595 79.3 110.0 110.0 110.0 o0 0.p 3 r1 n (3)2 AT SIDELf1E 1 AT DOOR 3/0 47.9 63.8 95.7 82.7 105.6 3/0 49.6 66.1 99.1 93.1 110.0 Z_ Z 4 MTG.STILE (5)3 AT SIGEUIE 2 AT DOOR NICHORS SEE CHART FOR CAPACITY 2/0 67.1 89.4 110.0 110.0 110.0 2/0 70.7 94,2 110.0 110.06. 110.0 w 3 op - 6 24. -- 3"MIN.IYP. 2/6 10/0 54.2 72.3 106.4 93.) 110.0 2/6 10/0 56.5 75.4 110.0 106.1 110.0 U p u N f•-�I M7CHOR SPACING 3/0 45S 60.6 91.0 78.6 1003 3/0 47.1 62.8 942 88.4 110.0 ^ ' ""^ I ,], o T ANCHORS: TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. � `♦♦ TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO (Fu-177 M.Fy-755 KSI)- ANCHORS TO BE AT 6" FROM CORNERS a ♦ MAX. SPACING 24" O.C. AT HEAD & SILL. a ggg ♦ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i ♦♦ 1-1/2" MIN. PENETRATION INTO WOOD i ♦`♦ THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD STEPS TO USE CHARTS: �/ / �/ /- ♦ /. a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1. SELECT TYPE OF ANCHOR. 5? •/ ♦ j/ / // 2. FOR SIZE Of UNITS DETERMINE ALLOWABLE DIRECTLY INTO CONCRETE ♦ / / •/ �' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY LOAD CAPACITY. THIS LOAD CAPACITY MUST o ♦ / ,�� MEET OR EXCEED DESIGN WIND LOAD o a e n a `♦ m ANEDGE DISTCES REQUIREMENT DETERMINE IN STEP 1 99 .� ♦♦\ ^a^ INTO CONCRETE AND MASONRY = 2" MIN. OF SHEET 6. ♦♦ i INTO WOOD STRUCTURE = 1" MIN. ♦ / �IICf YB1YiQfp ; _ Eng,:JAVAD AHMAD v1r me ow's , •I TYPE 'C'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) CML FLA. PE F 70592 044 6 p p I, DIRECTLY INTO CONCRETE AT HEAD OR SILL CAN.3558 MM'ollift J s �• 1-3/4" MIN. EMBED INTO CONC. PANEL WI➢TH PANEL WIDTH PANEL WIDTH PANEL WIDTH EDGE DISTANCES L O INTO CONCRETE = 2-1/2" MIN. r drawing no. CONCRETE Yc - 3000 P51 MIN. j 2 0 Zoi2 W98-01 C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. sheet 7 of 7 ' 1 U #12 SCREWS ��V o A2/ END Y 1,,—#12 SCREWS WWW 2/ LEG Z ,Oa. 2X2X 1/4ALUM ANGLE OEXTERIOR / EXTERIOR a ui a Q 8 LLZmf Ji`�a � �W�f I&- "'m, �/� INTERIOR J 7 INTERIOR J� w i HEAD CORNER DETAii, y (SSI) ADA I i. CORNER DET i CORNERS BE SEALED WITH RRRIDENTIAL SADDLE SILL CORNER CONSTRUCTION 0 0 N LOW MODULUS SILICONE SILPRUF. ,12 SCREWS o N n #12 SCREWS � 2/ LEG o 0 3, $ 3/ END N 3 =o" g W 0 w u 05 2 X 2 X 1/4' cJ^m � i ALUM ANGLE i EXTERIOR EXTERIOR m! ` / INTERIOR N a s ail l ADA SILL SILL• ® MIZ,11ON Eng,.JAVAD AMMD �i •� O INTERIOR �. mewlm Pk" FLA.PE CAN.3538�Z o 333 PANEL CORNER DETAIL � ��� o drawing no. STD SILL CORNER DETAIL W98-01 ?Nl 2011 sheet 7.1of 7 MMI®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) i"w.miamidadesov(economy PGT Industries 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 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"CA--740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-1,M, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 MIAMI•DAD@COUNTY Expiration Date: April 11,2018 Approval Date: April 11,2013 Page 1 r , PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details -- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, 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 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 a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065,dated 10/05/12, signed and sealed by Marlin D.Brinson,RE. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. Manuel er Zo Product Control Ex, ml r NOA No. 12- 09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 b116'LAMINATED 7116'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK CASEMENT W INDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL 118*ANNEALED .OW DUPONT 3116'ANNEALED OR .owoUPoNTSGP 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE GLASS BUTACITE PVa HEATSTRENG GES 3116'ANNFALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGHfro.ANNEALED HEAT-STRENGTHENED VELOCITY HURRICANE ZONE(HVHZ). 37"WIDTH EXTERIOR I GLASS EXT/E�R�I�oR 6i)-\ GLASS r 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 1 ter' 1 REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'W THE HVHZ,THE 25.476•MAX.O.C.IF WIDTH IS 11116•GLASS BIT 11/16'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.476'(HEAD&SILL 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE 4'MAX 8,SEE SHEET 2 335 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so 50J EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-1Y2"THICK ARE TO 8E CONSIDERED 1X 17-1/2GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS(STALLED i \ � MAX 7A7'NOM 7/8'NOM. DIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR A A.SEE O.C. GREATER.1X AND 2X BUCKS GLASS STACK 5116•LAMINATED GLASS STACK 7116•LAMINATED (WHEN UE.WOO BUCK DESIGNED I PROPERLY \ \ SHEET2 y GLASS STACK � GLASS STACK TRANSFER LOADS TO THE STRICTURE.WOOD BUCK DESIGN AND INSTALLATION 1 I 11a.aNNEALEp GLAss y1g•,U./NPA1 FD QR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6,MAX 7/16-ApLSP is' 1/4•AIRSPACE HEATSTRENGTHENEO GLASS .090*DUPONT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ O.C. ve'ANNEALED OR aurACITE PVB 3MrANNEALED .090•DUPONT SOP OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMPERED GLASS-,] GLASS IWANNEALED 3/16'ANNEALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 69• / USE ANCHOR GLASS 38 HEATSTRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SEALINGIFLASHING STRATEGY FOR WATER RESISTANCEED.OF INSTALLATION LIGHT PAIR AT EACH EXTERIOR -� EXTERIOR LIGHT rr. JAMB IF SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHT IS 11/18'GLASS BITE 11116•GLASS BRE INSTRUCTIONS. (DLO) � 26*OR OVER 37 37 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS I / / 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 76" APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLYANCHORED / HEIGHT 31 32 5o 31 50 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / I 32 7)DESIGN PRESSURES: ! / GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, I 78,NW.L �I FRAME ANALYSIS AND GLASS B PER ASTM E1300. / GLASS sracK 1 1 1 7116'S STACK B.POSITIVE DESIGN LOADS BASED ON WATER EST PRESSURE,STRUCTURAL] � 1 Guss siAac CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 3/16'ANNEALEDOR VP AIRSPACE TSTRENGTHENED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 3n6•iEMPEREa .099'WPONf SGP WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE Guns 3/16'ANNT SGP IX2 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B 14-112'MAX.O.C.IF WIDTH 5 HEAT-STRENGTHENED 16-ANNLEDOR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4•MAX 34-1/2'&OVER(HEAD&SILL) GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER EXTERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE /I-, BUILDING CODE FOR CORROSION RESISTANCE. OPENING(OLD) ter-' 11116"GLASS BITE 37 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NON;ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 6p 32 4PPmwd a1 complying with rhe TABLE 1: GLASS TYPES 8&9 DOeda 91d1a Cale L 11 1111 MOAN 11 - Glass Types Sheet# � ( LYNN /// ReKxd l7y Dote: Rev sion: B1�aaal U de PrO Ixs ON........,4si� /. r' .• u 1 5/18"Lami 118 An-.09T PVB-118 An 5 GENERAL NOTES............... �.•' �,LCENSF''•,F �� By ..............1 P 2 7116"LamiR Da 1s An-.090'SGP-3/18 An) 6 Revised By. te: evision: !' (3/ ELEVATION................................._....1 3 7116"Lami(3/16 HS-.090"SGP-3116 HS) 7 GLAZING DETAILS........................-.1 *;• No.58705 '•, '_ `' ',� 4 7/8'Lard.IG(1/8'An-7)16•Air-t/8"An-.090•PVB-1/8"An) 5 INSTALLATION................................2 _ �-s _ Drawn Br ' ASSEMBLY TUBE DETAILS...........3 - G( ��-+-� - ® Deeonpli- 5 718"Lami.IG(1/8"T-7lts•Air-t/6"An-.090'PVB-1/8"An) 6 --D GLAZING DETAILS J ROSOWSKI 6 7/8"Lami.IG(3/16'An-1/4'Air-3/16•An-.090"SGP-3/16'An 9 ANCHOR SPECIFICATIONS............4 ., 3 /$r� ANCHOR QUANTITIES.....................4 7 7/8"Lanni.IG(3/16'An-1/4'Air-3/16'HS-.09V SGP-3116"HS) 7 DESIGN PRESSURES......................5-9 i'��''•.F<ORiup,•'' \ 1070VENICE,TECHNOLOGY 4DR5NE litre: Dote: 8 718"Lami.IG(3/16^T-1/4•Air-3/16•An-.090"SGP-3/16'An) 9 ASSEMBLY DETAILS/BOM._........-.10 /SSS .. �G` N. Box ts4 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 517" 7/8'Le. I, IG 3/129 6"T-1/4'Alf-3116'HS-.090"SGP-3116"HS) 7 / �/ONAL�1��\ NOKOMIS, FL 34274 Sertes/Abdel: Scold: SAeet: Drawing No. R /I/ ev: A.LYNN MILLER P.E. CERT. OF AUTH. #29296 CA-740 NTS 1 OF 10 MD-CA740-LM REX 58705 INSTALLATION INSTALLATION OPTION 1 EDGE INSTALLATION DISTANCE —^t— EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER TABLE 3,SHEET4 2 EMBEDMENT REQUIREMFJJT BUCK WIDTH ATTACHED TO 82 TYP.ANCHOR 114•MAX 15 16 FRAME SILL 10 VIDADEAPPROVED TYPE SHIM ATTACHED TO EMBEDMENTVENT SILL 89 R12 STEEL ANDEDGE -- 4 8 80 12 SELF-DRILLING 5 DISTANCE PER 32 33 —SMS,SEE TABLE SUBSTRATE, 203,SHEET 4. 22 23 4 SEE TABLE 3,SHEET 4. 3 60 EDGE o18 84 DISTANCE MULLION,ALUMINUM, 35-37 8 + 38 39 STEELSTEEL MINGSTUDOR J— 82 82 ATTACHED TO VENT SILL 3537 81 ATTACHED TO Ir O FRAME JAMB L 13 EMBEDMENT 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER R��—EQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHEO TO SEE TABLE 4,SHEET 4. VENT JAMB OPTIONAL ADDON MNDOW WIDTH - 12 FLANGE 0 HEAD, SILL BJAMBS HORIZONTAL SECTIO_N A-A WINDOW 81 11 SEE DETAIL EGRESS FORMULAS: Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH-1312 HEIGHT JAMB NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 VISIBLE 14 10 WARE RD 1)USE ONLY SUBSTRATE-APPROPRIATE F// 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS,FOLLOW EMBEDMENT AND EDGE HO ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: HEIGHT BUCK DISTANCE LIMITS.ANY INSTALLATION (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY 1U INSTALLLRED THROUGH THEE E HT:WINDOWVHEIGHT 7SIDE OF THE WINDOW. _ WINDOW FRAMES AT 10'MAX. ATTACHED / FROM EACH SIDE OF THE FRAME TOFRAME 2)ALL WOOD BUCKS LESS THAN 1-12' ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED 1X SEE TABLE BELOW.ATTACHED TO INSTALLATIONS.1X WOOD BUgCS ARE FRAME JAMB[ © 89 OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS —►{ i D•MAX. AddItimal Anchors Requlmd an each DEPICTED AS 2X ARE 1-112'THICK OR ---+••-SEE DETAIL A2,BELOW Side of the Frame Assembly Aft ATI ATTACHED TO r GREATER.1X AND 2X BUCKS(WHEN USED) F Window A'whor Type VENT JAMB L a Width A B,C B D SHALL BE DESIGNED 70 PROPERLY a TRANSFER LOADS TO THE STRUCTURE. I 17'-220' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION aETAIL 63 IS THE RESPONSIBILITY OF THE ENGINEER38 39 OR ARCHITECT OF RECORD.MAXIMUM tWindow Anchor Type 17 SHIM THICKNESS TO BE 1/4". u Height A B,C8D 20 15 15 17'-22.0'DETAIL 23'.25.0' 0 1 21 At A2 26'+ t t 49provtdattonrpl)ingwith the FIatW Batdln�Code O UDA 8 80 III ti.OAN 1 19 84 1X WOOD \\ � LYNN /�// Revised By, tate: Revision: ml Dads TYadett BUCKSTRIP, \\ ON,.. ."4flz ii/ J^ r SEE NOTE 2, •..F•P Bya L�F1ddiC�' THIS SHEET. Q' Revised By: Dale: Revisbn: 114'MAX SHIM * No.55705 • - _ /' }I[ .: _ ® Description: Grown By: EMBEDMENT -'O U �:�= CROSS SECTIONS&INSTALLATION J ROSOWSKI -CONCRETE ', 3 1� PER ANCHOR ;O�•. STA E ��� 1070 TECHNOLOGY DRIVE Vlfe: Dote: REQUIREMENT ;�S-•F/GRIDF�,•'•G\��� N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 529 INSTALLATION OPTION 3 /, S/p' G�\. P.O. Box 1342 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ///f NALtr•�\ NOKOMIS, FL 34274 Seriess/Model: Scale: Sheet: Drawing No. Rev: 1X BUCKSTRIP INTO MASONRY. A.LYNN I,IILLER.P.E. CERT. OF RUTH. N29296 CA-740 NTS 2 OF 10 MD-CA740-LM REX 58705 CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(MO) Apptmed ni mnplylca pith lM Rod de Iuidinly Coy f r+-- 10',SEE NOTE 7,THIS SHEET Dule,� r FIGURE 1: FIGURE 2: 740 SERIES/� h�inml D de pra _ rot 1 AWNING / C C L WINDOW' g9. .n'T �A �-D FRAME WINDOW �1 HEIGHT ASSEMBLY/ V►I / / TUBE FRAME ASSEMBLY TUBE NOTES! \ \ / 10',SEE NOTE 7, —D THIS SHEET 1)DIMENSIONS SHOWN ARE 1L 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH —CASEMENT—r- INDIVIDUAL WINDOW.FOR SIZES NOT 0 WINDOW / SHOWN,ROUND UP TO THE NEXT WINDOW J I I / AVAILABLE WIDTH OR HEIGHT 740 740 / _E DIMENSION SHOWN ON THE TABLES, in z U SERIES FRAME SERIES FRAME 2 ANY 740-SERIES PRODUCT •4 -a CASEMENT ASSEMBLYCASEMENT ) ^ 0 WINDOW TUBE WINDOW ASSEMBLY�� (CASEMENT,AWNING OR FIXED 8 �E TUBE CASEMENT)MAY BE ATTACHED TO J J THE FRAME ASSEMBLY TUBE.FOR / \740 SERIES ALL WINDOWS,USE THE WINDOWS N9 O FIXED WINDOW% NOA FOR ANCHORAGE,SIZE AND - W J (L 0 DESIGN PRESSURE LIMITATIONS. 0 Q 0 / \ *SEE PRODUCTS NQA FOR 3)ALL WINDOWS IN THE $ 8 p W L I H M 740 SERIES INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO M CASEMENT EXTERIOR / / INDIVIDUALLY COMPLY WITH THE WINDOW n RESPECTIVE OREQUIREMENTA. THEIR J 0 °Z 4)FRAME ASSEMBLY TUBE TO BE m Z y 740 SERIES 740 SERIES AWNING CASEMENT FASTENED TO WINDOW,AS SHOW 1N _ w FOR SINGLE UNITS: WINDOW WINDOW DETAILS,WITH MIN.#12 X P SHEET Y Cl) O METAL SCREWS.USE THE SAME W Z 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X i'SMS SPACING AND QUANTITY AS THE � Q w AND GLASS THROUGH FRAME OPPOSITE FRAME MEMBER 0 _,w 2 aI INSTALLATION HOLES FRAME ASSEMBLY Tp .22 w o Q 2)KNOWING YOUR ANCHOR TYPE 5 THE FRAME ASSEMBLY TUBE MAY 4 .� Q ° ASSEMBLY TUBE ) w a U AND SUBSTRATE,DETERMINE TUBE NOT EXCEED 62'IN LENGTH AS USED a o .c YOUR ANCHOR GROUP FROM MIN.#12X IN A 63'FLANGED WINDOW)OR BE o` LL K U rn TABLE 3,SHEET 4. MIN.#12 X 1'SMS USED IN TEE OR CROSS 11SMS 740 SERIES THROUGH CONFIGURATIONS. THROUGH CASEMENT INSTALLATION 3)FROM SHEETS 5-9,FIND THE m INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS ® n r SHEET FOR YOUR GLASS TYPE. WINDOW HOLES o ci m rn FWD THE PRODUCTS DESIGN HOLES NOT REQUIRED TO BE CLIPPED TO a r 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE FRAME JOINTS TO BE SEALED BY INSTALLER. CASEMENT EXTERIOR —CASEMENT LABELED'DESIGN PRESSURE ASSEMBLY WINDOW WINDOW 740 SERIES .'`'mvi a N FOR GROUPS". WINDOWS,ALL TUBE ANCHOR GROUPS'. EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UMTS, w z CASEMENT ADDITIONAL INSTALLATION ANCHORS w 4 0 0 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED n Z n i TIP-TO-TIP.FOR SIZES NOT THROUGH THE WINDOW FRAMES AT o U 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: 1111 111j DIMENSIONBSHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 8 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each ���II .(LYNN Y77i� Side otthe From ASeemMy Tube(FAT) N •.....•. 2)FROM SHEETS 5.9,FIND THE SHEET FOR YOUR GLASS TYPE. Wndow Anchor Type P��.-' `kGENSe '•F'P 5)USING THE TABLE LABELED F i 'W/NDOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE' OR DESIGN LL Wdth A B,C&D No.56105 •* l (TABLE 2,SHEET 4�DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17'-22.9' 0 0 _ ; THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23•-25.9' 0 1 NEEDED THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26-+ 1 t � � : X JAMBS OFF YOUR WINDOW. 311V I (!/ pe 4)USING THE TABLE LABELED'W/NDOWANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD.SILL AND JAMBS OF u Helghl Window qM gYC&D %h. �O STATE OF /(/\ 6)INSTALL AS PER THE YOUR WINDOW. •'•.'�<ORIDP.•'• ��� INSTRUCTIONS ON SHEET 2. 17•-22.' 0 0 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23- �� 0 ; E�\ SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). P.E. 58705 TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations Window Width approval as complYlog w1141h9 ON under 23' 25-15176' 271314' 30' 3341r 35' 3r Glass Type: D�ledn aldcn Cal1p ) ArOl-Zup Anchor Group AmhorGroup Anchor Group Anchor Group Anchor Group Anchor Group PVB SGP MDA# - I A 8 C&0 A 8 C&D A B CBD A B C&O A 8 C&D A 8 CBD A B C&D (Types 1,485) (Types 2,388-9) A ret D. cp Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �,enol Nora 12"max.kora under 23' Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 each end&30" ....tt"" less Required mea O.C. 25-15116' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 rA Heed/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1?max* from IT max.from 38, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 oter 63' each end&30" each end 8 3W Heed/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. Jamb 4 4 4 4 6 4 4 6 4 4 8 4 4 6 4 4 6 4 8 6 4 J �• HeadIS61 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 9 3 3 3 4 3 n ^ O �9, Jamb 4 6 4 4 6 4 4 8 4 4 6 4 HeadlSiB 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Q 1)USE THIS TABLE FOR Jamb 6 6 4 8 8 4 6 8 4 8 8 4 6 8 4 8 8 4 8 8 4 06 (� 60' ALL WINDOWS PER THE o s n F HesdlSill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: .a .a 0 �, Jamb 6 6 8 6 8 8 8 6 8 8 8 8 8 8 6 8 8 8 8 8 6 DIMENSIONS SHOWN ARE a o Hesd/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOWTIP-TO-TIP. X 72„ Jamb 8 a 6 6 8 6 8 6 6 8 10 6 8 10 8 8 10 6 6 10 6 t o Sa 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT LL Jamb 8 8 8 8 8 8 8 10 6 8 10 6 8 10 8 8 10 6 6 10 6 SHOWN,ROUND UP TO I pp J 0 76' THE NEXT AVAILABLE O z Q HeadlSI1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 X\ .. Q u WIDTH OR HEIGHT :; 00 �, Jamb 8 8 8 8 10 8 8 10 6 8 10 6 8 10 6 DIMENSION SHOWN ON I o o° O Q Head/Sil 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X 0 O 0 3 F- <( - o Z O �~ TABLE 3: ` \ lal.l z y z Min. Min. MinAnchor /X\ 0 XGroup Anchor Substrate Edge O. Plate EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;IP7/16'ANNEALED SGP LAMI.GLASS, j Embedment 1!4"MASONRY ANCHORS WTO CONCRETE,+70/-80 pSF DP REQUIRED,NO ANCHOR PLATE j,/X F Distance Distance Required? fA z 114'steal Ullman Hollow Block 1' 6' 14/4" No 0 0 w S.Pine 518' 1" I-Ne" No CASEMENT ANCHORS: O .•O _f A #14,steel SMS(05) 6063-T5 Alum. 318' 5/8' 0.050 No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. o5- p o O o= LU o Q or#14,410 SS SMS A36 Sleet 318" 518' 0.050 No ) Z U B FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED A653 Stud,Gr.33 318" 518' .035 20 Ge. No AND DOES NOT REQUIRE THE ANCHOR PLATE. F �,0�y Q �0 .s 2 S.Pine 5W 1' 11/8" No E 9� E 9E 7 x Q t=V y` #12,steel SMS(GS 6083 75 Alum. 3/8' S/6" .050' No C)FROM TABLE 2.6 ANCHORS ARE REQUIRED R4 EACH JAMB. P 1 B or#12,410 SS SMS A36 Steel 3/8' Sl8" .050" No 5" b A853 Stud,Gr.33 3/8' 5/8' .035',20 Ge. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. n < m N 2.85k Concrete 2-1/2' 4" 11318' No 1/4"steel Ultrecon 2.85k Concrete 1" 4" 1-314" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 0" Hollow Block 2-1/2" 5' 1-1/4' No F)PER RULES ON SHEETS 2&3.INSTALL 1 AOOITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE I� 4' 0 " C S.Pine 5/8" 1' 11/6' Yes SIDE OF THE AWNING(HEAD&SILL). 4 I ��4" �4� 5'J #12,steel SM S(G5) 6053-T5 Alum- 3/8" 518" 1116' Yes 'w 65 0 or#12,410 SS SMS A38 Steel 3/e' 518" .050' Yes �a Y A653 Stud Or.33 318" 5/8" .045",18 Ga. Yes o i z S.Pine 518' 1' 1318' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): / l #14,steel SMS(G5) BoB3T5 Alum. 318" 518' 1118" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701133.1. .1 or#14,410 SS SMS A36 Steel 3/a" SIT .059' Yes AM Stud,Gr.33 318' 518' .045",18 Ga, Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25" \���CNV LYNN 411, //, 2.85k Concrete 1" 4" 1314" Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. /Y �� '�� •'•IGENS '•�F�Q 114"steel Ultracon 2.85k Concrete 2-1/2' 4' 1.3/8" YesBt" '• �' F D Hollow Block 2-1/2" 5" 1-1/4" Yes (;)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. Filed Block 2-1/2" 4' 13/4" Yes :• No.58705 - 1/4'410 SS 3.35k Concrete 1" 5" 1314' No D)SIMILARLY.3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. \ CreleFlex .5k C Block 2-1/2" 5' 1-1/4" E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \ a/J 3.Sk Concrete 1-1/4" 5' 1-314" No 1+ 'ti•• TAT `/3 :•[U' 5116"steel Ultra on Hollow Block 34 " 1-114" No PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE q• ��`•, STATE OF Filed Block 2-i/2" 5" 1-3 No -- '••.FL ORIOP`•••G\, NOTES: SIDE OF THE FIXED CASEMENT(HEAD 8 SILL). 25 20'+ 20' ' .�S�pNnk-F�a' 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A.LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.#68705 „ FOR GLASS TYPES: TABLE 5: Design Pressure(psQfor Single Windows,All Anton Groups 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) %pprovedaseo®pningwith the 1 Florida utdl C e 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8'AN-.090"PVB-1/8"AN) Dmc r', t Window Width IIIOAN under 23' 255-15/16' 273!4' 30' 3311Y 35' S7' R1at as Dnde Mode wrier 23' +701.00 .701-00 +701-90 +701.90 +701.90 +70/-00 .701-90 2$15/18' +70'.90 -701-00 .701-00 ,701.90 +70140 -70140 ,701-90 3938' +701.90 +7x•00 .701-00 -701-90 +701-9D +701.90 .IW40 WINDOW 48• +701-90 .701-90 .701-00 +70140 +701.9D +701-90 +70/-91 HEIGHT ; 50818' .701-90 +70/-90 .701-90 +701-W +701-90 +701-00 +70189.2 1 60' +70/-90 +701-00 +7a� +701.88.5 +701.80.8 +701-77.7 +701-74.3 J- 63' +70/90 +701.90 +701.00 +701.84.3 +701-78.5 +701-73.7 +701-70.1 WINDOW J DTH 7T +701-00 +7D1-87.2 ala-77.7 +601-71.5 +601-82.4 +Ba-60.9 -1-59.3 O 78' .701-90 +701-84.8 +701-75.7 +1.87.3 +/-58.9 +/-57.2 a/-55.6 SEE SHEETS I&4FOR W r WINDOW ANCHOR 84' +701-90 +70/80.4 +701-71.3 +601-82.1 +1-642 Z Q LOCATIONS AND QUANTITIES. U a r J TABLE a: T � o Design Pressure(psf)for Window Attached to a Vertical Flame Assent*Tube O (5 LL Q ..O munderw ndow w atn oo w :Iunder23' 25-15118" 27314" 30" 31112' 35" 37" o o°O d y Anchor Group Anchor Group Anchor Group Anchor Grow Anchor Group AnchorGroup Anchor Group A B C D A B U-701-90 +70t-72.3 B A,C&D B A,C&D A B C&D B A,C&D B A.0&D W O g� under 23" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 0 %Z y 25-15118" +701-90 +701-90 +70190 +701-90 +701-90 +701-90701-90 +701-90 +70150 +701-90 +701-90 +701.90 +701-90 +701.90 +701-90 +701-90 +701-90 In Z -�-n 363/8" +701-90 +701-71.6 +701-90 +70190 +701-81 +701-90 +70/-90 +70'•90 +701-90 +70150 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 U ?) 48" +701-73.1 +157.3 -701-90 +701-9D +1$4,8 +701-90 +701-90 +701-90 +701-87.6 +70150 +701-90 +701-78.6 +701-90 +701-90 +70150 +701-BB.9 +701-90 W- W � 50.516" +1-69.3 +/-54.3 +701-90 +701-90 -1-61.4 +701-90 +701-90 -701-90 +701-83.2 +701-9D +701-90 +7x•74.6 +701-90 +7x59.2 +701-90 +701-84.3 +701-89.2 > W O 80" +1.58.5 +/•45.8 +701-84.7 -701-90 +151.8 +701-81.2701-75.9 +701-90 +701-70.2 +7x$8.5 +70150.3 -1829 +70180.8 +701-75.2 +701-TL7 +701-71.2 +701-74.3 O Z L Sr -155.7 +1416 +70680] +701.89.5 +1-49.3 +701-77.370'-72.3 +-701-90 +/.68.9 +701-84.3 +701-76.5 +I-59.9 +701-78.5 +701-71.6 +701-73.7 -187.8 570/-70.f (n g(7 LLJ o Q FRAME 's o " Q 10'MAX. �i I-.- ASSEMBLY o 80 ~U A I TUBE TABLE 7• w Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembty Tube o N WINDOW a Nc Window Width HEIGHT 0,"r 0,,,- HEIGHT n '" F1ruder 23' 25.1578' 27-314' 30' 33-IIT 35' 37' HEIOHWINDO� -ASSEMBLY z w o 1 Anchor Anchor Anchor Anchor I TUBE ADDITIONAL Z A. M 0 m Grow Grow Grow Grow Anchor Grow Anchor Group Anchor Grow ++ -+-�WINDOW ANCHOR a Y O All All All All B A,C&D A 8 C&D A 8 C&O 110'-IMAX (4),IF RED, p - Z W oz under 23" +70/60 .701-90 +701-90 .701-90 -70482.1 -701.90 +701-90 +701-78.5 +701.90 +70140 +701-74.3 +701-011 SEE SHEETS 1&4 FOR WINDOW ANCHOR O ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25-1511E*7 +70160 +7x-90 +701-90 +701-90 01701-00 +701.88.8 +7x60 +701-90 +701-04 5701-90 +70160 ANCHOR 3FOR ANY ADDITIONAL ANCHORS (4),IF RED. i 301 316 +7x-90 .70/-90 +701-00 .701-90 0101-00 -701-90 010!-00 +701-90 +70140 +70160 +701-00 . N 6 REQUIRED FOR THE FRAME ASSEMBLY � p •, .,,C( 46' +70160 +70160 +701-90 +70/.90 -701-90 +70150 .701-90 .70140 -70160 +701-90 +701-00 WINDOW TUBE �•``�.•'�\CENSE Fnj i 50518 +701-90 +701-90 +70/-90 +701-90 -70140 +70/-90 .7x40 +701-90 +701.89.2 +70/-89.2 +701.89.2 WIDTH �'• 'OC 60' +701-90 -70/60 -70158.5 +70/-0(1.6 -701-80.6 +701-77.7 +701-77.7 +701-77.7 +701-74.3 +701-74.3 +701-74.3 = *' N0.58705 SEE SHEETS I&4 FOR WINDOW ANCHOR 63' +70160 +701-90 -70144.3 -701-76.5 +701-76.5 +701-73.7 +701-73.7 +701-73.7 +701-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 7T +701.87.2 -701-77.7 -701.71.5 +60182.4 +601-62.4 +601-00.9 +6x40.9 -60180.9 +1-59.3 +189.3 +1.59.3 3 FOR ANY ADDITIONAL ANCHORS %'O L'U 76' +70184.6 +701-75.7 +1467.3 +/-58.9 +188.9 +1.57.2 +1.57.2 -1.572 +/-55.8 +/55.6 +I-W 6 REQUIRED FOR THE FRAME ASSEMBLY STATE OF 84' +70/80.4 +701-71.3 +0/82.1 +154.2 +184.2 TUBE. ��O'C,•'•.F<OR10P;.•'•�� S ,ONA1- NOTES: '/' lrrin.+r, 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYM+MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.95a705 FOR GLASS TYPES: TABLE 8: Approved os cm"pfylcg with the 2 7/16"LAMI!3/16 AN-.090"SGP-3/16 AN Flu;A# a uhhla cud Design Pressure lPsfl for Single Windows,AN Anchor Groups � ` e4 `1D13NOWindow WMth MIDadeProrluN Cunder 23" 25.18118' 27-14" 30" 3312" 35" 37' Ip4�+!�/,under 23" +901-130 +801-130 +901-130 +9x•130 +901.130 +901-130 +901-130 WINDOWBr' --� V 25.15116" +901-130 +901-130 +901-130 +901-130 +901-130 +801-130 +801-130 HEIGHT 36318' +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 P 48' +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/•130 = 50518' +901-130 +11 +901-130 +901.130 +901-130 +901- .y,l WINDOW 130 *917-130 � 80' M" +fl ,917.130 ,901.130 +901-130 +901-130 +901-130 WIDTH 83" +901.130 +901-130 +90/-130 +101-130 +901-130 +901-128.8 SEE SHEETS 1&4 FORWINDOWANCHOR72" +817-130 +901-130 +901-130 +9x-129.1 +901-122.5 +90/-113.8LOCATIONS AND QUANTITIES. W+901.130 +901-130 +90%130 +901-124.1 +90'-118.7 +901-107.8+90/-130 +901-130 +901-130 +901-11&4 a a 06 .o p rc Z � o� u O TABLE 9: � � � a- Design Pressure(psQ for Windows Attached to a Vertical Frame Assembly Tube 0 () Q O m Window Width a 00 W W `CO under 23" 2615116' 27-314' 30" 331YY 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 0 e A B C D A 8 C&0 8 A,C&D A B C&D A B C&D_ B A,C&D A B C&D W under 23" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7&-90 +701-90 +701.90 +701-90 +T0d-9D +701-90 +701-00 +701-90 +701-90 +701-90 Q H Z r 25-15116" +701-90 .701-90 +701-90 +701-90 +701-90 +701-90 +70,090 +701-90 .701-9D +701-90 +70f.90 +701-90 ,701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 to Z O1 38-318" +701.90 +701-71.6 +701-90 +70/-90 +701-81 +701-90 .701-90 +70190 +701-90 +701.90 +7(Y-90 ,701-90 +701-90 +70190 +70190 +701.90 +701-9D +701-90 +701-90 +701-90 U) 3 48" +701-731 ,151.3 +701-90 +701-90 +/-84.6 +701-90 +701-90 +701-90 .701-90 +701-90 +701.87.8 +70190 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-88.9 +701-90 W F 50-518" +1-69.3 +1.50.3 +701.90 +7090 +1-51.4 +701.90 +701-90 +701-90 +701-90 +701-90 +701-83.2 .701-90 +701-90 .701-90 +701-90 +701-892 +701-90 +701-9D +701.84.3 +701.90 IZ W 60" +1-585 +1-45.8 +Ta-84.7 +701-90 .151.8 +701±1.2 +701.90 +701-75.9 +701-90 +701.89.6 +701-70.2 .701-90 +701-80.3 +701-78.6 +70190 ,701-75.2 +701-90 +70/-90 +7aa1.2 +701-90 Z h 83" +/.55.7 +1-43.8 +701-BD7 +701-89.5 +1.49.3 +701-77.3 +7x-90 +701-72.3 +7IX-90 +7x-85.3 +1-68.9 +701-90 +701-76.5 +701-74.9 .76'90 +701-71.6 +701-90 +701-88.5 +1-67.8 +701-90 (/� o W $Q �U 8 � ffiW wQ c FRAME p "7 0 {=(..) m` TABLE 10: to-MAX -.� � ASSEMBLY TUBE T �m m Design Pressure(ps0 for Windows Attached to a Horizontal Frame Assembly Tube T e WINDOW ^Nn a Window Width yytrypOW FRAME HEIGHT O under 23" 2615116" 27-314' 3D" 33-112" 35" 3T' HEIGHT ASSEMBLY o r'-x Anchor Anchor Anchor Anchor Anchor Anchor TUBE V m N a Anchor Group Anchor Group I WINDOW ADDITIONAL F w o 0 0 Group Group Group Group Group Group YI ANCHOR o Y AN All All AN B C 8 D A 8 C&D A B C&D 10'MAX WIDTH A, (<),ff REQ. z O w under 23' +701-90 +701-90 r7a-90 +701-90 *701±21 +701-90 N17-90 +701-78.5 «7x•90 +7x•90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR L' 2515116" +701-90 +701-90 +701-90 ,701-90 +701-90 +701-90 +701.88.8 +701-90 ,701-90 +701-84 +701-90 +76.90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 1 I 1 I 1 I (4), REO 3 FOR ANY ADDITIONAL ANCHORS \ 7 36-3ra as-90 +717-90 +Ta-so +70190 +70190 .701-so +701-90 +701-90 «701-90 .701-90 +701-so .701-90 \�. NY LYNN REQUIRED FOR THE FRAME ASSEMBLY ` ,�,�0,.. ..• (�� 48' +70'-90 +701-90 +701-90 .701-90 +701.90 .701-90 +101-90 +701-90 +701-90 .701-90 +701-90 +701-90 1 WINDOW TUBE. \,\GENSF ,Q I 50.&0" •701-90 +701-90 +701-9D +701-90 +701-90 «701-90 +701-90 +7x-90 .7x-90 .701.90 +701-90 +701-90 '~-I WIDTH P 60" +701-90 .701-90 +701-90 +701-90 1 +701-90 +701-90 .701-90 +701-90 +701.90 +701-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR :• '• _ LOCATIONS AND QUANTITIES.SEE SHEET No.58705 _ 63" *701-90 +701-90 ,701-9D r70/-90 +701-90 +701-9D +701-90 .701-90 +701-90 +701-90 +701-90 +701-90 - ' 3 FOR ANY FOR THE FRAME - - 72" +701-90 +701-90 +701-90 +701-90 .701.90 +76.90 +701-90 +701-90 .Ta-90 +701-90 +701-90 +70190 REQUIRED FOR THE FRAME ASSEMBLY 78" «701-90 +70f90 +701-90 +701-90 +701-90 .701-90 +701-90 +701.90 1 +701-90 +70/-90 +701-90 +701-90 TUBE. %- .3f'g l3Q 126 STATE OF 114 84" +7(Y-90 +701-90 +701.90 +701-90 .701-90 1 401-90 `•.FC ORIO P.•'•G\?�\ s NOTES: 11 S/0NA�1� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA rie7o5 FOR GLASS TYPES: TABLE 11: Design Pressure(psQ for Single Windows,All Anchor Groups 3)7/16"LAM[(3/16 HS-.090"SGP-3/16 HS) App-ed as complylog with the Window Width 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) IF Uuld(ngCedo c13 under23" 2&15/16' 273/4• 30• 33.112 35' 37• 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) NDAN W1102,110,de Produo trol under 2Y +901-130 +901.130 +901-130 +901-130 +9&-130 +9N-130 +901-130 25-15116' +901-130 +901430 +90/-130 +901.130 +901-130 +9&-130 +90%130 38.3!8' +901-130 +90f-130 +90/430 +9d-130 +901-130 +9D1-130 +90/-130 yyl),)pOW L 48' +901-130 +001-130 +901.130 +9&-130 +901-130 +9D/-130 +901-130 HEIGHT 50518• +9D/-130 +901-130 +9D/-130 +901-130 +901-130 +901-130 +901-130 n, 60' +90/-130 +901-130 +90/-130 +90f-130 +901-130 +901-130 +901-130 63' +801-130 +9&•130 +901-130 *901-130 +901-130 +901-130 +901-130 .-..�WINDOW 72' +901-130 +901-130 +90/-130 +90f-130 +90/-130 +90/-130 +901-130 WIDTH O 76' +901-130 +901-130 +901-130 +901.130 +901•130 +90/430 +901-130 SEE SHEETS 1&4 FOR W 84' +901-130 +901-130 +901-130 +901-130 +901-130 I WINDOWANCHOR IL M LOCATIONS AND QUANTITIES. fn L) a r `o Ur 06ji "0 TABLE 12: r T Desigl Pressure(pso to Windows Attached to a Vertical Rome Assembly Tube LL Window Wirth CD Q O m under 23" 25.15116" 27374" 30" 33112• 35" 37" o o d LL, ~ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 0 A B C O A B C&D B A,C&0 A 8 C&D A B C&D 8 A,C&D A B C&D W O under 23" +70190 +701.90 +701-90 +701-90 +701-90 +70190 +701.90 +701-90 +701-90 +701-90 +7019 *701-9 0 +701-90 +701-90 +701-90 0 *701.90 +7&-90 +701-90 +701-90 +70/-90 H Z 2515/16" +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 +70190 +701-90 +701-90 +701-90 +701-90 +70f-90 +70/-90 +701-90 +701-90 +701.90 +701-90 (n Z_ 38-318" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701-90 +701.90 +701-90 +701-90 +701-90 +70'-90 +70190 +70(.90 +701-90 +70V-90 +701-90 +701-90 +701-90 +701-90 +701.90 _ W 48" +701.73.1 +1-57.3 +701-90 +701.90 +184.8 +701.90 +701-90 +T01-90 +701-90 +701-90 +701.87.8 +701-90 +7&-90 +701-90 +701-90 «701-90 +701-90 +701-90 «701.88.9 +701-90 Y X 50.518" +1-09.3 +1-54.3 +701-90 +701-90 +181.4 +701-90 +701-90 +701-90 +701.90 +70190 +701-83.2 +701-90 +70'-90 +701-90 +701-90 +701-89.2 +701-90 +701-90 +701.84.3 *701-90 > a Z 60" +/58.5 +1-45.8 «70184.7 +70!-90 +1-51.8 +701-81.2 «70l-90 +701.75.9 +7&-90 +701-89.8 +70 70.2 +701-� +701-00.3 +701-78.6 +701-90 +701-75.2 +701-90 +701-90 +701-71.2 +701-90 O Z _r oQ 83" +1-55.7 +7-43.8 +701.80.7 +701-89.5 +1-49.3 +7&-77.3 +701-90 +701-72.3 «701-90 +70185.3 +1-88.9 +TGV-90 +701-78.5 *701-74.9 +701-90 «701-71.8 +701-90 +701-865 +187.8 +701-90 �. (n .`p W 0w mV FRAME p a'Q ♦;(� i" TABLE 13: 10•MAX- A93EMBLY I TUBE Design Pressure(pso for Windows Attached to a Horizontal Frame Assembly Tube a N rn N m Window Width WINDOW under 23' 2&15118" 27-3/4 30• 33-112" 35" 37' WINDOW FRAME HEIGHT o 4 HEIGHT ASSEMBLY j o 2 Anchor Anchor Anchor Anchor Anchor Anchor TUBE J_ i V m'-x a Group Group Group Group Gmup Group AnchorGroup Anchor Group WINDOW{ gODITIONAL w�00 o I'~ ANCHOR �>oc Y AN All All All B A,C&D A 8 C&D A B C&D 1D•MAX- W10TH (4), REO. o^Z z m 0 F2 o under 23• +74-90 +70'90 +701-90 +701-90 +701$2.1 +701-90 +701-90 +701-78.5 +701-90 +701-90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15/16' +70190 +10190 -AY410 +70190 +70190 +701-90 +70188.8 +701-90 +70/-90 +701-84 +70/-9D +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET \\11 I I I I/! (4),IF REO, 3 FOR ANY ADDITIONAL ANCHORS / 38316" +73.90 +70'90 +7(Y-90 +7&-90 +7&90 +7390 +7x-90 +7a-90 +701-90 +7m-90 +701-90 +701-90 N`(LYNN REQUIRED FOR THE FRAME ASSEMBLY cr 48' +7&-90 +70190 +70190 +T&-90 +70190 +7090 +70'190 +70/-90 +701-90 +701-90 +701-90 +70/-90 yi I W94DOW� TUBE. � .- ,\CENSE -•.F"Q I 50518" +7&-90 +70190 +7&90 +7&-90 +7&-90 +7&-90 «70'90 +709-9D +701-90 +7&-90 +7&-90 +7&-90 WIDTH P .,•*�� g60' +701-90 +70-90 +7&-90 +7&90 +7&-90 +701-90 +701-90 +70%90 +701-90 +70f-90 «7&-9D +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ *: No.58705 63' +7&-90 +7&-90 *7&90 +7&90 +7&-90 +701-90 *70190 +701-90 +7&-90 +70/-9p +701-90 +7p/-g0 LOCATIONS AND QUANTITIES.SEE SHEET _ _ 3 FOR ANY ADDITIONAL ANCHORS 72' +70190 +79-90 +74Y90 +7&-90 +701-90 +701-90 +701-90 +M-90 +701-90 +70/-90 +TO/-90 +70f-90 REQUIRED FOR THE FRAME ASSEMBLY -"O•• 64,�(� 78" +7&-90 +701-90 +7&190 +70'-90 +7&90 +70190 *701-90 +70/-90 +7&-90 +7&-90 +701-90 +701-90 TUBE. %�p STATE OF <C/` 84' +7(Y-90 +70190 +701-90 +70190 +70190 +701190 S•.,FCOR\Of:.•��\�� NOTES: '//,S/ONA,-��• 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a 59705 TABLE 14: FOR GLASS TYPES: a Design Pressure(psi)for Single Windows,All Anchor Groups 5)7/8"LAML IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) npprovzam.o�:gt71.41dth tip FI",bJ;:;i-.:iu'gt We Window Width Dal: yOAXp_ aider 23' 2515/18" 27314' 30' 331/2' 35' 3T � MI,nl Dadz I'm lud(e I, under 23• +701.90 +701-90 +701-90 +701.90 .701-00 +701490 +701.90 WINDOW 2575118' +701-90 +70/- +701-90 +70/-00 +701-90 +701.90 +701.90 HEIGHT 383/8' +701-90 +701-00 +701-90 +70/-9D .70/4 +701-90 +70/-90 � z48• +701.90 +701-90 +70/-90 +701-90 +701410 +701-90 +701-90 5043/6' +701.90 +701.90 +701-90 +701.90 +701-90 +701-90 +701.90 --�WINDOW 60" +701-90 +701-90 +701.90 +701-90 +70-00 +701-88.6 +701.84.6 WIDTH 1 83' +701-90 +701-90 .701-90 +701-90 +701-87.2 +701-84 +Ta-79.9 SEE SHEETS 1&4 FOR J 72' 1701-90 +701-90 +70186.5 +701.81.5 +60/•70 +801.69.4 +60167.8 WINDOW ANCHOR Or LOCATIONS AND QUANTITIES. 6 76" +701.90 1701.90 +701-06.3 +701-76.718x67.2 180/•65.2 +801.83.3 g 84' +70/-00 +701.90 +701.81.3 +�/-70 +80181.8 ���---••• y�V a r rc Z o` TABLE 15: Design Pressure(psi)for Windows Attached to a Vortical From Assembly Tube C\l u) r M C> U Q LL under 23• 2515/78' 27314' Window Width 30' 331!2' 35' 37' 0 0p W m Anchor Group Anchor Group Anchor Group Anchor Group AnclwrGroup Anchor Group Anchor Group o° o° a o nc A B C D A B C&O B A,C&D A B C&D A B C&O B A,C&D 8 A,0&D U) > under 23• +701-90 +7x-90 +70/d90 +10140 +70/-00 +701-90 +70/.90 +701-00 +701410 +701-00 +70/-90 +701-90 +M-90 .701490 +701-00 +701-90 +70/-90 +70140 +701-00 LU > e�, 2515116" +701-90 +7x-90 +70/490 +701-90 +70f-W +701-90 +70/490 +701490 +701.90 +701-00 r7a6o +701.90 +70/40 +701-W +701-90 +701-90 +70/.90 «70/-90 +701-90 0 H Z 383/6• .701-90 «701-71.6 +70160 +70/•90 +70/-81 +701-90 +70/-90 +701-00 +70/490 «70140 +701-00 +701-00 +701.90 +701490 .701-W +70/490 +70/490 +70/40 -701-0 (n Z 48' +701-73.1 +/.57.3 +701-90 +70160 +/64.8 +701-90 +701-00 +701-00 +70/490 +70f•90 +70/87.8 +701-90 +701490 +701-78.6 +70140 +701-90 +701-90 +701.86.9 +701-90 _ 0) 506/8• +/.69.3 +/•54.3 +70/40 +701-90 +181.4 +70/60 +701-90 +70/-90 +70160 +70160 +701493.2 .701-90 +701-90 +701.74.8 +70160 +70189.2 +701-90 +70/-84.3 .701-90 Y LLI 80' +1496.5 +/45.8 +10184.7 +70/40 .151.8 *70181.2 +70160 +701-76.9 +101490 .70189.8 +701-70.2 +701.90 +70180.3 ./82.9 +70140 +70/.75.2 +70188.8 +701-71.2 +70/84.6 j iL Z O� 83• +/415.7 1143.8 +70180.7 +70189.5 +/-49.3 +701-77.3 +70140 +701-72.3 +70140 +70/85.3 +/86.9 +701-90 +701-76.5 ./89.9 +70187.2 +701-71.6 +70184 +/81.8 +70/•79.9 O Z LU _ti U) .co_ LU B Q FRAME a O •4 fl) (n n U 10"MAX. -� (� ASSEMBLY a Q' W Q •c I TUBE �U 0; TABLE 16: w Design Pressure(psi)for Windows Attached to a Horizontal From Assembly Tike HEIGGHHTT p o N m Window WWth under 23' 2575/16' 273!4• 317 33-11T 35" 3T WINDOW FRAME f z Anchor Anchor Anchor Anchor HEIGHT -ASSEMBLY -�WINDOW p �+-- AN HORS _Amy a Group Group Grail Group Anchor Group Anchor Group Anchor Group (4).IF �zd 0 0 701 Aax SEE SHEETS 1&4 FOR WINDOW ANCHOR AN All All All B A,CBD A B ChD A B ChD W>No under 23• +70/-90 +70160 +70180 .701-90 +70182.1 +701-90 +701.90 +701-78.5 +701-90 +70/.90 +701.74.3 +70160 LOCATIONS AND QUANTITIES.SEE SHEET o z w ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS t i i l l v 2515/16• +70140 +70140 +70140 +70140 +70140 +701-90 +701-88.8 +701.90 +70140 +70184 +70140 +70160 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38318' +70160 .70/-90 +701.90 +70180 +701-90 +701-90 +70/-90 +70160 +701-90 +70/-90 +70160 +701-90 (4),IF REQ. TUBE. & 48' +70/60 +70100 +70/40 1 +701490 +70140 +701-90 +701.90 +70180 +70180 +701-90 +701-90 +701-90 :`4���••�iCENSF S 50-5l8' +70160 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.90 +70140 470160 +70140 +70140 +70140 WINDOW I P:• ••.*�� WIDTH No.58705 80• +70160 +701-90 +701490 +70h90 +701.90 +701490 +70188.8 +70188.6 +101496.6 +70184.6 +70184.8 +101.84.6 = ST +701.90 +70140 +70/80 +70/430 +70187.2 +70187.2 +70/84 +70184 170184 *701-79.9 +701-79.9 «701•79.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET = G IY= 72' +70140 +701-90 +70188.5 +70181.5 «801-70 +601.70 +60169.4 +60169A +60189.4 +60187.6 +80187.8 +80187.8 3 FOR ANY ADDITIONAL ANCHORS %'0 3 (b'13 1.41= 78' +701.90 +701-90 +70186.3 +701.7&7 +80187.2 «60167.2 +6x65.2 +80185.2 +60165.2 *60183.3 +601433.3 +6x83.3 REQUIRED FOR THE FRAME ASSEMBLY gT TE OF 54' +70160 +70/-90 +70181.3 +601-70 +60/431.8 +60181.8 TUBE. tORID ,, ONA00 \- NOTES: 11111110 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. M+ 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A R,P.E. LYNN MLLEMLLE 5 TABLE 17: FOR GLASS TYPES: Design Pressure(pso br Sinple Windows,All Anchor Groups 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) 4Pwo+rJ 0/r cosrplldeg Ktlh lho Wk-ft B)7/8"LAMI.IG:(3/16"T-114"AIR-3/16"AN-.090"SGP-3/16"AN) ndleld" window "u1J1n0rCale MI,MI� _Pr under 23' 2515118• 27-3/4' 30' 33112` 35' 37• Mlaral D de Product Coglm antler 23• +901-130 1 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 �- By 2515/16' +901-130 +S0/-130 +sol-130 +901-130 +90/.130 «90/-130 +90/-130 l 383/8' +90/.130 +90/-130 +90/-130 +90/-130 +90/.130 +90/.130 +90/-130 WINDOW Pa 48' +901.130 +901.130 +90/-130 +M-130 +901-130 +90/.130 +90/-130 HEIGHT x 50518' +90/-130 +90/-130 +90/.130 +90/-130 +901-130 +90/-130 +90/430 60' +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/430 I II 83" +90/-130 +90/-130 +90/-130 +90/-130 +90/430 +90/.130 +90/-130 WINDOW Yom- J 72' +90/-130 +90/-130 +90/430 +90/-130 +90/• WIDTH 130 +901-124.6 +90/-115.7 r 78' +90/-130 +90/-130 +90/-130 +901-130 +901.126.2 +90/-118.7 +90/-109.6 SEE SHEETS 1&4 FOR O WINDOW ANCHOR a 84' +80/-130 +90/-130 +90/-130 +90/-130 +90/-118.4 LOCATIONS AND QUANTITIES. Z V 0d e Q rc Z o� TABLE 1S: N IBJ r JQ O Design Pressure(psp far Windows Attached to a Vertical Frame Assembly Tube J LL F11 Window Width 0 .. under 23" 2515118" 27.314" 30" 33.11T 35' 37" $ o°GO O W� H H 0 Q "O Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (1) m A B C D A B C&D B A,C&D A B C&D A B C&O B A,C&D A B C&D W under 23" +70/-90 +70/-90 +70150 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70150 +70/-90 j Q rn Z r 2515118' +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-9D +70/-90 +701-90 +70/-90 +70(90 +701-90 +701.90 +70190 +701-90 +701-90 +70/-90 +70/.90 +70/-90 +701-90 Z 38318- +70/-90 0/701-71.8 +70/-90 +70/-90 +701-81 +70/.90 +701-90 +701-90 .701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 _ U xh 48` +70/.131 H57.3 +701.90 .70/-90 +1-64.8 +701-90 +701-90 +70/•90 +701-90 +701-90 +70/.87.8 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +70/.90 +701-88.9 +70190 Y W 50518" N-89.3 N5/.3 +70.r-90 +70/.90 +l$1.4 +701-90 +701-90 +701-90 +7450 +70/-90 +70/.83.2 +701.90 +701.90 +10/90 +701-90 +701-092 +701-90 +701.90 +7(y-84.3 +70190 j Of a Z O� 60' +/58.5 +1-45.8 +70/-84.7 +701-90 +151.8 +701.81.2 +701-90 +701-75.9 +701.90 +701-89.6 +701-70.2 +701-90 +701-60.3 +701-78.8 +701-90 +701.75.2 +701-90 +701-90 +701-71.2 +70690 > Z W 83" H55.7 H43.8 +701-81L I N01A9.5 +749.30 2 *701-77.3 *101-90 +701-72.3 +7d-90 +701-65.3 1 1-659 +701.90 +701-78.5 +701.74.9 +701.90 +701-71.6 770/-90 +701-86.5 +1-87.8 +70/-90 m (/j o0 W 0 0/Q E m cn 0/j U 9W sQ FRAME 10'MAX --� I►- ASSEMBLY I TUBE TABLE 19: Design Pressure(pso IDr Windows Attached to a Horizontal Frems Assembly Tube WIND ® ro N a N e HEIGHT n x Window Width FRAMEWINDOW under 23' 25-15118' 27.314' 30' 33-1/2' 35' 37' HEIGHT ASSEMBLY ?r,i mai 'a Anchor Anchor Anchor Anchor Anchor Antler T116E ADDITIONAL F z M I Group Group Group Group Group Group Anchor Group Anchor Group WWIDDTHW ANCHOR �"a a o AN A8 All All B A.C&D A B C&D A B C&O 10•MAX- (4),IF REO• oo Z z o w SEE SHEETS 1&4 FOR WINDOW ANCHOR under 23' +74.90 +7490 +701-90 +70190 +70/.82.1 +701-90 +70/90 +70/-78.5 +7N-90 +70/.90 +Ta-74.3 +7d-90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET l 1 1 I 1 I 25-15116' +7490 +7490 +10/90 +70790 +7490 +701-90 +70/-88.8 +70/90 +701.90 +711! +70/-90 +70190 {4 � R0 3 FOR ANY ADDITIONAL ANCHORS i r76" +70/-90 +70190 +70/90 +70190 +7490 +74-90 +7p190 +701-90 +70/-90 +70190 +70/-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY ``�� p��`l LYNN Q//z! Q, «)d-90 +701-90 +701-90 +701-90 +70190 +701-90 +70/-90 +70/90 +701-90 +70/90 +70/-90 +70/-90 WINDOW TUBE. \ � •.•',LCENSF '•.FAQ �t +70190 +701.90 +7490 +701.90 +70/90 +70190 +701.90 +70/-90 +70/90 +70190 +70/-90 +701-90 WIDTH Q '.••k +70190 +70/-90 t+701-90 0 +7d-90 +701.90 +701-90 +70/•90 +10/-90 +701-90 +70/.90 +7490 +70/.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR *' No.56705 +70190 +70/90 +70/90 +Id•90 +70/-90 +70190 +7d9D +74-90 r7a90 +I0/-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET +70190 +70/-90 +70/-90 +70/-90 *70/.90 +701-90 +701.90 +10/90 +70190 +70/90 +70/-90 3 FOR ANY ADDITIONAL ANCHORS l'O REQUIRED FOR THE FRAME ASSEMBLY +70/90 +70/90 +70/90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 TUBE. � STATEOF eq' +70190 +70/-90 +70190 +701-90 +701-90 �'O'� '•.•Pk OR%DP•.•-G\=� NOTES: Css/•......• \N 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. P.E.x 60/705 TABLE 20: Item Dwg.# Description Material ASSEMBLY DETAILS �2, +.124• 1 7002 Main Frame Head,Sill&Jamb 8083-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR NOM' 434' 2 7071 Anchor Piste 6063-T8 Alum 2.91W f2l � .126' 3 7003 Sash Top,Bottom&Side Rail 6063-16 Alum ,082' 2.701• 4 7008 Frame Corner Ke Steel .439' NOM 5 7009 Sash Corner Ke Steel 3 .062" 6 7078 Frame Gasket Vinyl Foam 1.169 _1L 7 7072 Sash Corner Gasket Vinyl Foam 2.784• 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 . 10 7024 Maxim Multi-Point Lock Steel SASHO FRAME HEAD, O SASH TOP, 71 FRAME 11 7026 Lock Support Plate steel SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET4 1 14 7015 Tie BarAssembly Steel or SS 1.356 15 7028 Maxim Dyad Operator,W W<=24" Steel t� I2,203• 16 7027 Maxim Dual Arm Operator,W W>24" Steel I '_L .040• 1000• 1 f 17 7030 O eratorGasket Vinyl Foam T1�—�l'1• I 18 7031 OperatorBackin Plate Steel 7 } } .423• —►-) 19 7051 Operator Spacer Block Nylon 3 095• .J I FIXED 003• A93• 20 7032 Stud Bracket Steel ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7033 Egress Hineor (He Slider Dual Arm stets O #7071,6063-T6 BB #7006,6063-T6 70 #134,6063-T6 22 7023 E ress Hinge(Heavy Duty),Manuf.b Truth Steal 23 7050 Egress Hinge/Washable(HD),Manuf.by Truth Steel 6 24 Snubber Anti-blowout Clip Steel 31 Dura Seal Spacer Steel 708' .523' 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM .05 — 050, 33 1714 Settin Block 5 32"x 7 16"x 1-1/4" EPDM 85 F? 35 7036 Lam[Bead B 6083-TB Alum 36 7042 Itaml Bead C 6063-T6 Alum 37 7059 1 lams Bead D 60Alum. t O BEAD B O 38 1224 Vinyl Bulb Wst Thick Flex83-PVC 70 35 36 BEAD C 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 B #7036,6063-T6 #7042,6063-T6 50 Dow 899 Silicon Backbedding INTERIOR 60 7006 Screen Frame 31Alum. 172• 61 7040 Screen Corner Ke Polypeoolypropdene /% 6 62 Screen Cloth Fiberglass 63 1635 Screen spline EM.PVC 4 870' 64 320 Screen Spring Stainless Steil •�• 70 134 Add-on Flange 6063-T6 Alum. FRAME •669• 71 7004 Frame Ass Tube 6083-TB Alum. O BD #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless steel CORNERS 37 BEAD D #7059,6063-T6 4pp—w as comphisg with the 81 1157 #Hx 1/2"Ph.Pn.SMS Stainless Steel 88 Florida Duldinq Cade 82 #8x 5/8"Fl.Ph.SMS Stainless Steel nate nq Cod� 83 08 x 7/9"Fl.Ph.SMS Stainless Steel \ / \ Revised Dafe: ZUA9 94 #8x 1"Fl.Ph.TEK Stainless Steel \�\\ONY LYNN�;f7/1"',,' �' Revision: Mlawl Dode aluekrCpplrol 85 #8x1"Quad Pn SMS StainlessSteet � .•'•�\GENSF '•.F�p Oy\j4 P:• Revised By: Date: Revision: 86 #8%1-1/2"Quad Pn SMS Stainless Steel . �c 87 #10x 1/2"Ph.Pn./TEK Stainless Steel _ No.58705 89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steel = (�� k — ® Description: Drown By: 90 g12x 1"Ph.Pn.TEK stainless steel l• 3 t Fl 13 :'�; BOM AN D CORNER VIEWS J ROSOWSKI Oma.- STATE ATE OF ��(/` 1070 TECHNOLOGY DRIVE T1ffe: Dote: CORIOP` Gam` N. B F 1 29 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 ,'/S,S••.......••��\: P.D.p.o. cox 1sz9 �77j/0NAt�� \ NOKOMIS, FL 34274 Seriess/Abdall Scole: Sheef: Drawing No. Rev: A.LYt�'JRE'R.P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM RE#58705 MMI DA�)E MIAMI-DADS COUNTY,FLORIDA We PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Strcct,Room 208 AFFAIRS(PERA) Miami,Fiorida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) lvww.miamldade.2ov develonmenb PGT Industries 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 County PERA— 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. PERA 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"FD-101"Outswing Aluminum French Door w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal 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 and renews NOA No. 11-1013.22 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAWDADE COUNTY NOA,No.12--0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 �'� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005---1, titled Series "Alum. French Door & Sidelites, Impact', sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and seated by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and seated by Marlin D.Brinson, P.E. 2. 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, and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P. E. (Stibrnitted unde►•previous NDA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624,01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16. Jaime D.Gascon .1;. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL--6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda, P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E--3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER RODUCI'RENE\VED " comPlYmBvv,di Ow F�Iyo-r-�A 1.GLAZING OPTIONS: BuRdingCodo I ':J.51&.02 A.318"LAM[NOM.(.402")CONSISTING OF 1 LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM AccePlenca t1017 PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. �i G B.318"LAMI NOM.(.402')CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE By do product Con1ro� MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/16"LAMI NOM.(.466')CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7116"LAMI NOM.(.465'7 CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ N O MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y ®E.13/ CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,114"AIRSPACE,(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP 3 o U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. a 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET s O 0<- A. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 Ai O .2 ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 X — p C6 1 O 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 4.ANCHORAGE:THEM 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 _ UJ LU p r - SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 L J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W J 11J 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 d 0_ Q p O 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 O I- (n LL 7.REFERENCES: EXTRUSIONS................... 6,7U) W � a$ O ®TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA:11.0406.01,12-0126.09;ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 O W DESIGN MANUAL. � I- Z O fl1 8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Ur (o O ji HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONSW fW _ Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.-HEAT-STRENGTHENED p W Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q w p 93 ® 91 a- 93 N o� z 90 73 1/2"GLASS BITE 73 1/2"GLASS BITE 74 1/2"GLASS BITE Nd X� EXTERIOR EXTERIOR EXTERIOR V rn a 94 a 94 a 94 �aY 1/8"AN.OR 3/16"AN.OR 1/4"AIRSPACE HS.GLASS HS.GLASS 3/16"HS. 3/16"HS. 3/16",HS. GLASS .090PVBINTERLAYER GLASS .090 PVB INTERLAYER GLASS 3l16'TP.GLASS \\ttltlllltf���� (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEX/KEEPSAfE --t � SAFLEX/KEEPSAFE .090 PVB INTERLAYER_ 1/8"HS.GLASS * ..... N/ MAXIMUM) MAXIMUM) (DUPONT BUTACITE) \v``�' �( •�2�, W a 3/8"NOM. 7/16"NOM. 13116"NOM. f GLASS STACK GLASS STACK GLASS SACKZo' p=z# 3/8"LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM. =y2oy' z ��`as GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 /�r�11111%lw TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Q APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: PRODUCT REI "`^ &s complying�rdL::.-..,Al 02 (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: pccc".ceNo(j� REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"LAM](1/8"A,.090 PVB,3/16"HS) Expiration Da to, DOORS WITH GLASS TYPES A,B,C,D OR E B.3/8"LAM](1/8"HS,.090 PVB,3116"HS) B «z- C.7116"LAMI(3/16"A_090 PVB,3/16"HS) Nllamf Dade Proms HEIGHT D.7/16"LAMI(3/16"HS,.090 PVB,3/16"HS) X_WIDTH XX WIDTH 68-79 3/4" 1 7°-83 3/4" 1 87 3/4" 1 91 314" 80-95 3/4" ®E.13116"LAMI IG(3116"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116"HS) 3° 37 1/2"1 6° 71314" +75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y MAX.OX/XO WIDTH = 731/2" V I- 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=109 1/2" U 273/4- +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.XXO/OXX WIDTH=1073/4" � e o d MAX.OXXO WIDTH=143 3/4" 40 g 361/8" +75.0 -75.0 1+75.0 75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 af - o 3.SINGLE DOORS 33 5/8'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" (n o 363/4" +75.0 -75.0 +74.9 -74.9 1+70.4 -70.4 1+66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE H •g O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. `LU J ll 136 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. a- p o F 75 Ll- TABLE LTABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: W 06 0 APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO0 N EX.A FROM TABLE 1. p (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A O Lu O F- REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES p Z DESIGN PRESSURE=+67.6/-67.6 PSF W N = GLASS TYPES A,B,C,D OR E W Z HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A Q 0. V X WIDTH XX WIDTH 68-79 3/4" 7°-83 3/4" 1 87 3/4" 913/4" 8 -953t4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES Z LL o 2° 251!2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.41+52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSF Q N j w LL p 271!2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3 EX.C FROM TABLE 2. Q Lli Q OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES DESIGN 28 PRESSURE=+43.6/-43.6 PSF 31 1/2" 5° 59314" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 tea"N 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. "' "k OXXO WITH GLASS TYPE C x 35 1/2" 67 31W +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES W$y ° ° DESIGN PRESSURE=+43.1/-43.1 PSF �Y 3 37 1/2" 6 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 °>a o ° 0 WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH 6z z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT DETAIL. `` ttif u�,�i�,'. 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SINGLE �y``••' r6 •'•:%N";to SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 =J:u o N Z�:O s A y'•.'J Z GJ�Z a 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 1-34.01+34.01 -34.0 +34.0 -34.0 ',Ny 41 V'i'Q a 73 112"MAX. 109 1/2"MAX. 143 3/4"MAX. - PRODUCTRENEWFD 36 3/4" 36 314"_ 36 �I _36 314' 36 3/4" complying U the pbride � MAX. MAX.X. MAX. w f �--- -�f--SEE NOTE 3 — --�---—SEE NOTE 3 f-- MAX. MAX. � B Acccplenw hb�.,-c-rr��,+� Bxppaiion Dale .�u-�( 49 49 41 hlimn�Dade Pro'a�ct Contnll 49 Y C O 10 // 953/4' to 0 / MAX. � 40Q (TYP.) O „ o ui� & LuI(D /E� lE E[ JE Ef E E� lE E1E J 1 0 O 1 X 1 0 O 1 X AC . X INAC 1 0 to p C LL O LU SEE NOTE 4 SEE NOTE 4�� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 U OX OR XO OXO OXXO 41 0 " 0 z O U 71 3/4"MAX. MAX" _ ►- = z 37 1/2" 24 9118"MAX. UW.I U 33 5/8"MAX. MAX. DLO(TYP) DLO(TYP.) G Z U Z W B p O� T N LL O T Q 49 M XHT. 49 41 IG Q '�" w 0 o 10 TYP. 95 314" a O W Q MAX. 84 3/8" 1 (TYP.) v TDLO YP. "N< 64 318" MAX. DLO =��N (TYP.) DOOR aY o DLO HEIGHT =HEIGHT-11318" 0 0 (TYP•)Dt 1D C� JC Fr F DLO WIDTH'X' =DOOR WIDTH-1215/1 ^i z t J t DLO WIDTH'XX'=DOOR WIDTH/2-115116"" X X AC . JINAC 0 SIDE LITE DLO HEIGHT=HEIGHT-11318" �` /yj --jDLOWIDTH =WIDTH-3118" :vie,.•' �iL. A" A B u X XX O NOTES: =z•h 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _>:w N �F o- Z J.0 6 Day4:0NA 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. r Z Gj�'z a 3.SIDE LITES OVERLAP'X'AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO-XXO','OXX'AND'OXXO'CONFIGURATIONS. toy 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). '��ly'• ... . \ < 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) b 3 PRODU_RENEIVP'D ea c,m,I,ingwlkh the Flame I`—� 6u,lding Coda 'r. V' Ilp 40 Acceptenca No Fatpiru[WnDate `, EXTERIOR INTERIOR miD�uca uca tCon1[w Micml 10 1 2 60 ® Y N p 37 64 AT HEAD/JAMB O Q 60 65 AT SILUJAMB k 0 0 L6 CLEAR-COLORED 00 EXTERIOR INTERIOR SEALANT W P 62 0 =, J ~ ® 63 a U) o � «s 10 u� o z o o w O o ;I z �- z MAX. MAX• MAX. SIDE W U DLO DOOR DLO LITE 62 Q J W HEIGHT HEIGHT Q IY 0 a L) LL Q N � m Jo�ppx4' SL VIEW G-G .0 o 30 61 Z CORNER ASSEMBLY a= � 40 1.489 �`�.•• ' •.2; a le-h DOOR SECT.A-A SL SECT. B-B 13 VERTICAL VERTICAL ;y�roy •.�'Y Q`°. 4 PRODUCT RENEWED 49 r ---- ' mmplying the Ftoida MAX.XXWIDTH i n od �1 � Aw<ptnc.1120 6,O or $xyil�ion D�e t7�t Mia-Dade Ptodtia-nubl • • rl p V=7777777 L q- 1 O a d MAX �MAX.� O DLo 'XX'SECT. C-C °L° VIS vi o 35 36 34 44 HORIZ. 46 45 5 MAX.'X'WIDTH to p o_ totL In ca O w Z O_ z O = F- W O :Z • INTERIOR U W J U Q O S Q W o Z U) Z X ci� N O LL MAX. d N U- �'DLO' 'X'SECT. D-D aQ O Q 46 21 5 HORIZ. EXTERIOR SPACING,SAME AS 67 JAMB ANCHOR SPACING ® ac N MAX.SL WIDTH MAX.SL WIDTH g O1 r (SEE SHEETS 7,S AND 9) --� r o�x4' muggy 62 o�aY -Arao= 2 g U 66 �ttttt i a `vim..••'' • •'• 2= w � 1 MAX I SEE TABLES I AND 2 AND �M '� _�;'v o o'•,Q=w DLO 22 NOTES ON SHEETS 1 R 2 DLO _Z:ti rw �; 66 62 62 FOR APPLICABILITY = z;z o Z SL SECT. E-E SL SECT. F-F y�� z �� HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) ITEM DWG# PGT# DESCRIPTION ITEM DWG# jPGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190X.375 HIGH 61 921D 6921 SIDELITE SILL ,co.plyTREIJEWED aq mplying wish the Florida- - 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 916B 60361 SIDELITE JAMB Building Code "Q 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA #8 X 1.000 QUAD PN.SMS lAcccplar�-N-—§�-;--,�-t-1 �/pira�o�uDnu�:,..D! 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998) $yjr7 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING#70999) Miami cprmductoonuu 7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 712653K SETTIING BLOCK,3/32'X 1/4"X 1"W/PSA,85+/-5 DURO. 04 p 10 952A 6533016 FILLER HEAD ADAPTER ® 71 71267K SETTING BLOCK,1/16'X 1/2'X 1'W/PSA,85+/-5 DURO. 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD,7/1V' o U 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 988 6988 BEAD,3/8' 0 0. 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER ® 74 40676 64067 BEAD,13!18"IG O , 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) ® 90 6DURAK14 1/4"DURASEAL IG SPACER D: 15 110D2A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) ® 91 6TP248 BULB,THIN(USED IN EXTRUDED BEAD) W 1 o 16 110D3A 411003A ACETAL SPACER.140 INHOUSE INJECTION MOLDED) 92 986 164986 BEAD,INTERIOR F- 20 20 915D 60380 FRAME JAMB(OUTSWING) ® 83 1224 16TP247 BULB,THICK(USED IN EXTRUDED BEAD),65+/-1 DURO. 21 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 OR 983 L p 22 6608 66608M REINFORCEMENT,1.000 X 2.750 X 0.650,6061-T5 95 GLASS,3/8'LAMI-1/8"A,.90 PVB,3/16'HS cr- LLLL 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 96 GLASS,3/8'LAMI-1/8"HS,.90 PVB,3116"HS a 06 O 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7/16"LAMI-3116"A,.90 PVB,3/16"HS W 26 930 41721N STRIKE PLATE INSERT 98 GLASS,7/16"LAMI-3116'HS,.90 PVB,3116"HS 26 1118 710X34PFA #10 X.750 PH.FL.SMS ® 99 GLASS,13/18'LAMI IG-3/16"TP,1/4"AIRSPACE,1/8"HS,.90 PVB,3/16"HS Z O 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF IDEAD BOLT LOCK p Z 30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL 31 911E 6911 DOOR PANEL,SIDE RAIL p III 32 917 7FRMO HINGE EXTRUSION Q N 33 j1178 j71058FP W,B #10 X.625 PH.FL.SMS -UAeo TU U� N li.. 34 913A 60378M TRUSS CLAMP 360 Q o 35 1130 67RODA 5116-18 THREADED ROD 055— IF�—� 8 Q N O 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 0_ Q 38 7834FPT #8 X.75 PH.FL.TEK 3 CHANNEL COVER u 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 6083-TB N + 40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) dX� 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG INACTIVE PNQ 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) c2 45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) r--2.750--� c 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) 48 1139 7634F #6 X.750 PH.FL.SMS 1.000 ``�. 2133N7�, 49 982 FD2PTAY 2 PT.LOCK ASSY. 'L 50 6R180FS RUBBER SLEEVE 650 \ 6:j a 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) 125 `g: F s�v��z:4`rc g 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL _ z:z °� k O 9t 53 1118 710X34PFA #10 X.750 PH FL.SMS 6063-T5 -J u o2 q l�' n Uj�Z ul 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #1D X.750 PH FL.SMS %s14,v ••••'��O`�� a 1.750 1.750 1.750_ .JI 1.750 PRODUCT RENEWED __ 1.629 Acmplalyingovith the Flo'ida .050- Building Code t _DSI(o.O � 1.4801 AccePlauo Nt Bxphetion Da4g._-e .2501 Y� By�.7hic�.,^.,•_.s-_„ Mia Dada PtoduN Cantro� 4.726 4.726 4.726 37 WEATHER 4.628 STRIP CHANNEL 062 .062- 3.000 0� 6063-T5 N 4.000 4.100 .062 4.100 .062 4.675 4.675 0.375 U 4.100L 0 O p Q of - o 20 JDOOR AMB FRAME, 2.125 _125 LU 6063-T6 J DOOR PANEL DOOR PANEL w 3Q TOP 8 BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL _9 o0 6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE ti In LL 6063-T5 6063-T5 32 6063-T5 oa "O 1.578 1.500 � w ,�, 3.655-3.111 I 1251 �x.558 f--.525 -'j .890 Q O I11 .683 .050 0 Op Z II.5�50 .750 .683 050 w = 1.400 .050-«� .050 �{ -.172 ® Q Z TRUSS CLAMP 318"GLAZING BEAD 7116"GLAZING BEAD 683 x.050 Q O w 1 Q 60L63-T6HEAD ADAPTER 34 6063-T5 73 6063-T5 72 6063-T5 3.000 j LL 0 }+--3.100 { _ i 1.092 Q (V � LL 3.000-�{ O IG GLAZING BEAD p ow iQ 1.479 62 SL JAMB 74 6063-TS O 6063-T6 1.272 1.479 '�i n .830 050 5.459 .075 5.212 o0 0 d OFRAME HEAD 6.085 of 1 6063-T6 '075 4.586 2.980 050 .750 Oso `,.. 2j33N��' .079yl.489 469 so o. Q_j� 3.100{ - :t ~°n Yo:z_g$ 3'000- SL JAMB =r'•p1 11 OUTSWING THRESHOLD 6Q SL HEADER 61 SL SILL 66 ADAPTER yy -Z " 6063-T6 6063-T6 6063-T6 6063-T6 OS •.•'�� d HEAD HEAD HEAD HEAD HEAD HEAD ZONE"C"-1ZONE"D"--t—ZONE"D'—i ZONE"E"" ZONE"D"ZONE"E"1 PRODUCT RENENED "complying'vilh rth3e Florida Building Code �i _0. Acceptance No 1 rf ® Fatpira�op Da/ 1 x=MINIMUM JAMB ANCHOR Sy duct LOCATION. Aiiar ii Dade Product Control z X z z XX z z O z z XO OR OX z _ _ -=ADDITIONAL JAMB N p N N N N N N N N ANCHOR LOCATION, to in m to gm mm EQUALLY SPACED AS O O Q REQUIRED PER TABLES 3-7 ON SHEET 9. O $ CD -� w o J ® � SIL ZONE LC "� �ZONE LD" �—ZONE"D"- ® ZONE-E- �ZONESILL SILL LD"�ZONE"E'� S z U) w SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 Z 0 06 8 O HEAD HEAD HEAD HEAD HEAD Q F �no0 ZONE HEAD ZONE HEAD HEAD ZONE ZONE HEAD HEAD ZONE EXAMPLE Z Qtj ,HEAD ZONE"F"� „E" rZONE"D"I-ZONE"F"_ „E" „E„ ZONE"F"ZONE'F"� .E" 1 ANCHORAGE SOLUTION O 0 H FOR A CONCRETE Q w = z OXXO INSTALLATION :5 o w m A.19'x 83 3/4"SIDE LITES"B"AND � N O IL o m 4 ap m Ip "E"ZONE ANCHORS FROM D_ {2 _ �r N OXO W w W w W TABLE 7,SHEET 9. Q N 0 LL. 0 0 XXO OR OXX o o OXXO z z J N N N N N PLUS; z Q Q gm dp co pp m pp a Q ¢ B.71314-x 83 3/4"XX DOOR ZONE "F"ANCHORS FROM TABLE 4, N�N m SHEET 9,EACH"F"ZONE. +�uNi°n r• SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: � a o TOTALS(4)TYPE 1 OR 2 ANCHORS o z 2 SILL SILL SILL SILL SILL I EACH JAMB AND 2+5+5+2=(14) SILL A SILL SILL I SILL � SILL i ZONE ZONE ZONE ZONE ZONE TYPE 1 SI 2 ANCHORS AT HEAD ZONE"F" ZONE"D" ZONE"F" ZONE"F" ZONE"F" SEE TABLE 7.,SHT.9 "E" SEE TABLE 7.,SHT.9 "E" .E" SEE TABLE 7,SHT.9 "E" AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"'XX'DOOR, k=ANCHOR LOCATION FOR �9_• ���% WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE ® v:" '•.2"- NOTES: Z iy �� �-"s W 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS - w a:Z_9i 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. _ > ': ztki_N `. O z z m JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. VO' HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. ,l+ •. t<�� MAX.HEAD&SILL OF SIDE LITES:6" CORNERS 3.TO DETERMINE ANCHOR QUANTIT ES FIND HECONFIGURAT ON ABO HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ������ t t t I I PROS\`` TABLE 3.X DOORS Q TABLE 4.XX DOORS ® TABLE 6.O SIDE LITE ® TABLE 6.XO&OX ® TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES. (ALSO X DOOR OF XO&OX) &OXXO 1 1/4"ELCO TAPCONS PRODUCTRENEWED GLASS TYPES A,B.C.D.E GLASS TYPES A.B.C.D.E GLASS TYPES A,B.C,0,E GLASS TYPES A,B.C.D,E GLASS TYPES A,B,C.D.E mcyingwith the FloorWe Building Code t ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX Acceptance &SUBSTRATE Z3,WOOD 1,2,CONC g SUBSTRATE 2,3,WOOD 1,2,CONC 8 SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC MASONRY ANCHORS pxpiralionDatg �Z DOOR WIDTHS LOADZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOADZONES DOOR WIDTHS LOADZONES ByIN �'�1!f' a " 7C'-25.50 wo "XX"-47.75 w y 3.#12 SCREWS(G5) Mi i Dadc Product Contr I tu b"-10.75 "K'-25.50 'C'-25.50 TO V.50 TO 71.75 3 m TO 36.75 TO 37.50 TO 37. tL 4 {� :a ,< gat-:,: - - JJ 4.ENCIRCLED ANCHOR - I>h V IL W W W a W O W j rill J j a m m = = � "XX -47.75 J J QUANTITIES IN TABLES 4 (V p a a a s a a m m io - m m n m a F 3 r m F B� < m N a TO 71.75 ` J J AND 7 PERTAIN TO THE F- m m 3 w m 3 g m ' m m m ao d 3 m m m �o rg EXAMPLE ANCHORAGE p m ' �3 ; s f s a a f a f z a ? _ U i "��_ rxg ra X w x MOM w ? a m SITE x x > > x LITESOLUTION ON SHEET 8. O o WIDTH x Hi. WIDTH z HT. H , x x x 3 x x x 3 a x x '>f--m WIDTH x HT. O O o o WIDTH x HT. O O x x O O x X WIDTH x Hi. o o >Z o o x W , 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.7 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 X 79.75 4 2 4 2 E6 Eg m .O 83.75 5 2 7 4 2 3 83.75 6 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 d 1 d W =O 87.7 5 2 7 4 2 3 87.76 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 w 4 2 tY 87.75 4 2 4 2 0 LU W I_ 91.7 5 2 7 4 2 3 91.7 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 0 4 2 0 91.7 4 2 4 2 § W Z J 95.7 6 2 7 4 2 3 95.75,5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 W 4 2 K 95.76 4 2 p 4 2 Q O}- _O 27.50 x 79.75 6 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.76 x79.7 4 2 4 2 0 12.75 x 79.76 4 2 0 4 2 0 }- Q (n LL 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 `f 4 2 + 63.75 4 2 4 2 V) Q >tf U 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 -r 4 2 87.7 4 2 m 4 2 m N _ w 91.7 6 2 7 4 2 5 91.7 5 4 7 4 2 3 91.75 4 2 4 2 91.76:4 2 � 4 2 91.75 4 2 4 2 � 96.7 6 2 7 4 2 5 95.75 6 4 7 4 3 5 05.75-4T2 4 2 95.75 4 2 0 4 2 0 95 75 4 2 E 4 2 It, O !ggE Z 29.50 x 79.75 5 2 8 4 2 3 55,75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.7 4 3 W 4LL - 2 IY 19.00 x 79.75 4 3 LL 4 2 LL W Z S u{ 83.75 5 2 6 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 W 4 2 t3 83.75 4 3 W 4 2 W Z 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 F 4 2 F 87.76 4 3 2 4 2 Q C� W 91.75 6 2 8 4 2 5 91.7 6 4 7 4 3 5 91.75 4 2 4 2 91.76 4 3 Z 4 2 < 91.75 4 3 x 4 2 = O LL O 95.7 6 2 6 4 2 5 95.7 6 4 8 4 3 5 96.75 4 2 4 2 95.75 4 3 4 2 95.76 4 3 Q 4 2 Q O _ 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.76 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 QaQ 4 2 a 21.76 x 79.75 4 3 '4 4 2 0 Q N g Z J LL 63.75 6 2 8 4 2 b 83.76 5 5 8 4 2 3 83.75 4 2 4 2 83.7 4 3 W 4 2 83.75 4 3 rQ 4 2 LL 8k Q y_Q 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.7 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3 -4 4 2 .4 91.7 6 2 8 4 2 5 91.7 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 _j 4 2 _j 91.75 5 3 0 4 2 0 m N 95.7 7 2 10 4 2 5 95.75 6 5 8. 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 95.75 5 3 W 4 2 W ® o N a 33.50 X 79.75 6 3 8 4 3 3 63.75 x 79.76 5 5 6 4 2 3 27.75 x 79.75 5 2 4 2 27.75 X 79.75 6 3 y 4 2 N 27.75 x 79.7 5 3 m 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.7 5 3 4 2 G 83.75 5 3 F 4 2 F x z z 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.7 5 2 4 2 87.7 6 3 < 4 2 a 87.75 5 3 8 4 2 2 =L�i 0- 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 8 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 LL 4 3 LL �°d Yo ° 95.7 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 W 4 3 m 95.75 6 3 14 4 3 o z z j 35.50 x 79.7 6 3 8 4J3 5 67.75 x 79.7 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.76 6 4 F 4 3 F 36.13 x 79.75 6 4 F 4 3 F ° 83,75 6 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 8 3 4 3 83.75 6 4 p 4 3 0 83.75 6 4 a 4 3 Q 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 C 4 3 87.75 7 5 4 4 3 cy t�13�N���i 91.76 7 3 10 4 3 6 91.76 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 0 4 3 0 91.76 7 5 w 4 3 ix ` 1}L •../`", 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 V 4 3 U 95.75 7 5 2 4 3 = vQ-,:• e-/ ��% rv, 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 8 3 4 3 36.75 x 79.75 6 4 Q 4 3 Q 36. 75 x 79.75 6 4 z 4 3 Z o r W�••.�2'¢S w 83.75 6 3 8 14 31 5 83.7 6 5 9 4 3 5 63.75 6 3 4 13 83.75 6 4 w 4 3 83.75 6 4 4 3 LL 87.75 7 3 10 4 3 5 87.76 6 5 9 4 3 5 67.75 7 3 4 3 87.75 7 5 -a-, 4 387.75W71 m W43 m _)••."ry o `n 4:tO z ui Z zo 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 5 y 4 3 y 91.75 -f•• 95.75 7 3 10141315 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 .,/rl ......•-'PEyO`�� a /��/tI it I1 r1\��� r A I I MIAMI- MIAMI—DADECOUNTY,FLORIDA T 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) �tiivw,miamidade.gov/economy PGT Industries 1070 Technology Di•ive 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 County RER- Product ERProduct 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"PW 701/720/820"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720420, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Renewal 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. REVISION 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 and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0502:03 MIAMttIDADECOLJNTY ! � Expiration Date: February 19,2019 Approval Date: July18,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 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, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI--7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P. E. 2. 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850,dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E. (Subinitted under previous NOA No. 03-.X.105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Jaime D. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approvai Date: July18,2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,lite. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas©Interlayer"dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR--14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12, signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D.Gascon. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E--2 GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK WIDTH 48"BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44.1/4'VISIBLE 45-114'VISIBLE 45-1/4'VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT REMAYED INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD --.�-� 6'MAX 6"MAX F.SHEET 8 2'MAX Bail�plywding g with ma tT«aiB LITE(CAP)MUST TEMPERED. B,SHE ET- D,SHEET 7 H,SHEET S Aoxpleaa No !� 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, i i I ;_� Om0 USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY - ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS M9ur1 Oi&P0o6M WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A C I C E,SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G.SHEET 9 G. HEET 9 1 98' 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE _I HEIGHT } _I BUCK I H L HEIGHT 93.1/4" CONSIDERED NI INSTALLATIONS.`IXIR WOOD BUCKS ARE / OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, � � 92-1/4' � VISIBLE n WOOD BUCKS DEPICTED AS 2X ARE 1-1/1'THICK OR tY MAX / VISIBLE 12'MAX. / 93.114' LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL 13E O.C. LIGHT O.C. VISIBLE 6'MAX I ¢` DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. 1 HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I 96• I HEIGHT I Bl1CK ch Y THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR I TIP-TO I a U) '^°a ARCHITECT OF RECORD,(AOR). TIP HEIGHT s- 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I HEIGHT i 1 }ti mop UO N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I I (9 N Of 03 SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 1 1 I I O c7 co LU cd�l ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION 1 rn o Z ,cg ANCHORS SHOULD BE SEALED.OVERALL Z LL ,�Ij m _3 o�aa O SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF T _T _rZF,SHEET 8 W 6' S—.-I �- 12"MAX.O.C. 6" D--�{ fF 1T MAX.O.C. H,SHEET 9 =LLcA W INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 6 MAX. SHEET 7 2"MAX. V U X— THE SCOPE OF THESE INSTRUCTIONS. 5"MAX.O.C. W Z O 2 j oN 6)MAX 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION n -O Z O o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) Z a.Z _O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING ~ LL APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE s SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: Q W THEM BY THE WINDOW. 12'0.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK < W GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-8. `Si to I°Bus 7)DESIGN PRESSURES: GENERAL NOTES........................1 j�f ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® z y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS................................1 `� MEMBERS,SEE FIGURE 1,THIS SHEET. � 1W- Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS....................2-5 F= O O E13". DESIGN PRESSURES..................2-5 1TO.C. ). WIDTH =r I--WIDTH--I I. —WIDTH�-I FF WIDTH --i a Z Z B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / T r——— ———', T ———-1 T 0L_ ' T r , PRESSURE,STRUCTURAL CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T ANALYSIS AND GLASS PER ASTM E1300-09. INSTALLATION,INT.FIN A........._8 / w W Z r`a0 INSTALLATION,INT.FIN B...........9 / I I w I ww O X W 00 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6, = I I = I = = I I DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10MAX l L— J agl �sap saws TOT REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................10 1 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS =� F--WIDTH—�{ �-WIDTH�I f~WIDTH PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR WIDTH TABLE 1: ~ — — r— —1 7� '� ��� LYNti Mi THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T(— l T , T T �� ��,,.•'' (( �i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE Desc'Ibn Sheat I I �`��••'10ENSE-'•F'Q SHALL MEET THE REQUIREMENTS OF THE FLORIDA q A BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16•Lami(3118'An•.090"PVB-3+18'FAS 2 w E+ w P m ' 2 711W Lami 3/16'HS-.090-PVB-3/16'HS 2 =1 Z = I I =1 it No.;>8705 = 9)REFERENCES:TEST REPORTS FTU-3835,3850&7212: 3 1-1116'Lam!.K; 118'7-7/18'Alr-3178"An-.090'PVB-3/18"HS 3 1 1 1 L— —J L L J —_ ! •• ELCO ULTRAOON NOA:ELOO CRETEFLEX NOA;ANSI/AFBPA �'`' 1� W= 4 1-1116'LamL IG 3116"T-71W Air-3/16'HS-.090'PVB-3118'HS 3 WIDTH y{ �-WIDTH-�{ NDS FOR WOOD CONSTRUCTION-(2005)AND ADM WIOTH---j }�- �-WIDTH+{ -O••, '� ) ;•(V ALUMINUM DESIGN MANUAL.(2005 5 7116'Laml 3/16'An-.09(r SG-3/16'An 4 -- ___ r-——— I- 1 STAT f > 6 7116'Lami3116"HS-.09TSO-3I16'HS 4 T�-- T T T�--- =�,(•'•,.FIORN01"•'``�j\� 7 1-1/16-Lauri.1G 3116'T-7/16'Alr-3116'An-.090'SO-3/16'An 5 I 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 �[ ��i SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1/16'Lamf.IG 118'T-7118'Air-3118'HS-.090'SG-3118'HS 5 t7 w I I I w al MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'='DUPONT®SENTRYGLAS INTERLAYER'BY E.I.DUPONT I =I I = DENEMOURS 8 CO.,INC. 1 i 1 1 A LYNN MILLER,P.E. 1 P.EA 68705 TABLE 2: Window Design Pressure(+f.,pail)for Glass Type 7 Lmg Side(in) 7/16'LAMINATED 67-718 72 is 80 84 88 92 96 100 104 109-112 GLASS STACK 30 ./-80 +1-80 +/-80 +1-80 +1-80 +190 +1-80 +1-80 -1-80 +1.80 +190 32 ./-80 -I-80 +790 +/-80 +180 0-80 .1-80 +1-80 +t80 0-80 090 .090'PVB INTERLAYER 34 +/-80 -1-80 ./-80 0-80 +180 +1-80 +1-80 +1-80 0-80 +/-79.8 +/-79.4 36 +1-80 -1-80 -/-80 +1-80 +190 +1-80 +1.79.7 +1-772 +/-75.1 +/-73.4 +1-72.2 3118'HEAT STRENGTHENED GLASS 38 +1-80 -1-80 +1-80 +1-80 +180 ./-78.1 +1-75.2 +1-725 +/-70.3 +198.5 +1.68.3 3/16'ANNEALED GLASS PRODUCT sBNEWBD ro oomplying with The Ptaride 40 0-80 x1-60 ./-80 +1-19.8 +l-77.2 +1-74.3 +1482 -197.9 +185.1 +193.4 +/81.8 q 11 wilding Code 42 +/90 +190 +1-80 +1-77.4 0-74,3 +I-T7.3 *I-88.2 0-647 +181.6 059.8 +/-58.2 Aoseptancc No wl 44 ./-80 +180 +/-78.9 +1-75.4 +1-72.1 088.9 +185.6 +1-622 059.7 0-57.5 USED AT CURVED F.y+inQaa Dme 48 0-80 0-80 0-77.2 +1-73.6 -/-70.1 0-88.6 +183.5 +/-60.3 +157.7 FRAME MEMBERS ONLY 29 518' �- LONG SIDE �Fe` 0 48 .1.60 +1-79.3 +/-75.8 +/-71.9 088.3 +184.9 +181.5 056.2 11.718'O.C.MAX GLASS SITE e 50 41-80 0-T7.5 0-74.1 0-70.3 086.7 0.63.1 +1-59.7 1 3 - -- Miami Dtle Pmd><4 Con y 52 +1-79.1 -1-75.6 ./-72.4 +1-68.8 0$5.1 0-61.5 SHORT > 54 +1-77.4 .1-73.8 +1-70.5 +I-87.3 +/83.5 SIDE 56 ./-75.8 +1-72 ./-68.6 ./-65.3 EXTERIOR 58 +1.74.2 a1-70.3 086.8 20 13 j 60 +/-727 +188.7 .7- 62 471.2 +197.1 GLASS TYPE 1 64 +189.7 .1-65.5 LONG SIDE ' 68 088 3 �- -� 67-718 +187 NOTES: SHORT W Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE J a Baa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W a O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. cli atn0 O N N 0 n TABLE DIMENSIONS MAY BE 0 M t W N . ORIENTED VERTICALLY OR O� o Z ZB 17 HORIZONTALLY AS SHOWN. Z LL LL coW np W Z O� i � nN TABLE 3: � H W m O axa O> Y Window Design Pressure(+/,psf)forGlass Type 3 o z Oa z �' p 1n LL Lm0 Side On) Q J 67-718 72 76 80 84 88 92 96 100 104 109-112 1-1/16'NOM. J O 30 -190 090 +190 -1-80 +180 0-80 080 +1-80 +1-80 0-80 +1-80 GLASS STACK 7/18'S STACK Q I99 N GLASS STACK 32 +790 090 +1-80 090 ./80 +190 +190 +/-80 +/-80 +1-80 +/-80 3116'HEAT _ I SHORT `� W 7eay5 34 +790 +190 .190 +190 +190 +1-80 +180 +190 +/-80 0-80 +1.80 STRENGTHENED GLASS 36 +1-80 +1-60 +190 +1.80 -/90 090 -1-80 «180 +190 +1-80 +/-80 3/16'TEMPERED GLASS SIDE Z N 38 +1-80 090 +1911 090 080 +/-80 .1-80 +1-80 +1-79.4 +1.76.4 +1-74.3 3716'ANNEALED GLASS Z 4D +190 .180 +180 +190 080 -f-80 -1-80 +1-18.7 +1.73.5 +1.70.9 «199 7/18'AIR SPACE -090"PVB Op a 42 ./-80 090 +I80 +190 080 a/-80 +I.77 ./-73.1 +189.6 +188.9 08LU INTERLAYER Z I'S 14 +190 0-80 +1-80 090 +/80 *l-77-8 +1-74.1 N•70.3 a187.5 +183.9 11 O ii Z N N 48 *190 +/-80 +f-80 +1-80 +1-79.2 .1-75.4 +1-71.7 -1861 +185.1 5 LONG o IB +1-80 +190 +790 +190 +1.71.2 -1-73.3 -189.5 +185.8 USED AT CURVED SIDE w 50 +1-60 41-80 +/-80 +I-79.4 0-75.3 +1-71.3 +187.5 FRAME MEMBERS ONLY 29 GLASS BITE V X W 3:3: 52 +/.80 0.80 +/-80 a1-77.7 +1-73.5 089.5 @ 11-7/8'O.C.MAX. LL O In 54 +190 0.80 0-79.6 +1-78 +1-71.8 13 o9Il ros.0 swlas 58 +190 +1.80 +1-77.5 +1-73.8 58 +/-80 +1-79.4 +/-75.4 EXTERIOR \``\\\111111171//i 60 +/-80 0.71.6 +1-73.5 a 22 21 13 _I SHORT .���pN�.�£NN.M/���'�, 62 +/-80 +1-75.8 1 ' 84 +l-78.8 +1-74 GLASS TYPE 3 _ 8767/8 +1-74.9 *' No.56705 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O STA ORI 'NNA1-dol ///111111%\,- A.LYNN MILLER,P.E. P.E.p 68705 TABLE 4: Window Design Pressure(+l•,pso for Glass Types 2&4 Long Side(n) 67-7/8 1 72 76 80 84 88 92 96 100 104 109412 112 116 120 124 128 132 138 110 144 30 +IAO H-80 +1.80 +/AO +/AO +1-80 +/AO +/-80 +1-80 +1.80 +/-BO +/AO +1-60 +/-80 1 +1-80 +IAO +1-80 +1-8D +1-80 11-80 32 +IAO +TAO H-80 •IAO +/A0 +1-80 +1-80 +1-80 +1-80 •1.80 +1-80 +1-80 +IAO +/AO N-80 +IAO +IAO +IAO +1-W 34 +1-80 +IAO +I-60 +IAO +IAO +IAO +/AO +/-80 +1.80 +IAO +1-80 +1-60 +IAO +/AO +/-BD +I-BD +/-80 36 +1-80 +140 +180 +1$0 +1-80 +1-80 41-80 +/-80 +1-80 H-80 +IAO +1.80 +/m a/-60 +/AD +/A0 kR1r RUNHWED 38 +IAO +IAO +1-80 +1-80 +/-80 +I-80 +1-80 •/AO +/-80 +1A0 +1-80 +IAO +IAO +1-80 e8+n1A 18a FloriM 40 +1-00 +1-90 +IAO +/-80 •I-BO +1-80 +1-80 +/-80 +I-80 +1.60 +IAO +IAO udp No 42 •lA0 •1-80 •I-80 +7-80 +1-80 +1-80 +1-80 +/-80 a/-80 alAO +IAODelp44 +1.80 +/-80 +IAO +1-80 +1-80 +1-80 +r•80 +/-80 +1-80 +1-46 +IAO H-80 +IAO dA0 +1-80 +IAO +1-80 N-80 +1-80 48 +IAO +/AO +1.80 +1.80 +1-80 +/AO +1-80 H-BO ProBM 50 +1-80 +1.80 +1-80 +rAO +1-80 +140 +IAO P 52 +r.ea ./-eo +/-eo dAo +/-eo a-79.1 54 +rAO +/-BO +/-80 +1-80 +1-78.6 56 +1-80 +/-80 +/-80 +1.79.1 —_— "+ 58 +1-80 +/-80 +/AO rc 80 N-80 H-80 +/-79.3 ro 62 +/-80 d-80 64 +IAO +IAO 66 +IAO 67-718 +1-80 '1' a NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. y Q •- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. (0 O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N ^ elod O m O� LU La„ J J � O Z /a n Z LL +'c'I W ro W rop a UU X� o 9 W Z O 2 00 0 oN 1-1/76'NOM. _ TABLE DIMENSIONS MAY BE o m O z OMa GLASS STACK ORIENTED VERTICALLY OR -O Z N o 7176•LAMINATED 7/16'LAMINATED Z 2 Z O 4) GLASS STACK - GLASS STACK HORIZONTALLY AS SHOWN. F. J LL O .090'PVS INTERLAYER 3116'TEMPERED GLASS 1 3116'HEAT STRENGTHENED GLASS SIDE Q co 3116'HEAT 3176'HEAT STRENGTHENED GLASS f~ LONG SIDE r 1' 3118'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'PVB INTERLAYER ® 0) W 1aa� ? N 4 it 11 SHORT � O N Z 5 SIDE USED AT CURVED I SHORT l Q x ploa5 FRAME MEMBERS ONLY USED AT CURVED �{ 1� u Z d 29 Sl8' FRAME MEMBERS ONLY 29 `•'� SIDE O o0 @ 11.71W O.C.MAX. GLASS BITE 11-718'O.C.MAX. GLASS BITE Z 1-3 EXTERIOR EXTERDR �-- LONG SIDE LL p D_ 20 13 a 22 21 13 � alil 'aba0 GLASS TYPE 2 GLASS TYPE 4 SHORT sof \����0 LYNN 1,11j�'� ���-•�10ENS, C i _ = No.5B705i SS HORAii DET f 'O•'.� C` S7A 0. /ONA\- A.LYNN MILLER,P.E. P.EX 58705 TABLE& Window Design Pressure(+/-,psf)for Glass Type 5 Long Side lin) 7/IWLAMINATED 67-718 72 78 80 84 88 92 96 100 104 109-112 GLASS STACK 30 +901-125.4 +901-12D +901-115.5 +9W-111.5 +9W-108.5 +901-106 +901-104.5 +901-103.5 +901-1025 a90/-100.7 +9W-97.9 .097 SG INTERLAYER 32 +901-116.9 490'-110.8 +9W-105.3 +901-101.8 +901-98.7 -901-95.7 +9W-92.3 +9W-9D.6 -9W-90.3 -1-89.9 +/-89 34 +901-108.9 +901-103 +901-9&8 +9W-95.1 +gW-91.8 +1882 -1-84.4 +/-81.5 +180.1 +1-79.8 -1-79.4 3/16'ANNEALED GLASS 38 +901-102.6 +90!-97.1 +90928 +1-88.9 +7-85.5 4/-826 -1-79.7 +1-77.2 +675.1 +1-73.4 +/-72.2 3/16"ANNEALED GLASS 38 +901-98.4 +9d-92.2 +1-86.7 +1-83.2 +/-80.7 +1-78.1 -1-75.2 +1-725 +1-70.3 +1-68.5 -/-86.3 D UCTD 40 +9W-91.8 +/88.2 +1-82.8 +1-79.8 +l-772 +1-74.3 +/-77.3 +/-679 +1&5.1 a1-63.4 +/-61.6 4 11 Flotidu 42 +901-91.3 +184.7 +/80.7 +/-774 +l-74.3 +/-71.3 +1-682 +1-84.7 +181.6 +1-59.8 +1-58.2 USEDAT CURVED44 +188.3 +1-82.4 +1-78.9 +1-75.4 -/-721 -188.9 +185.6 +1-622 4/59.7 +1-57.5FRAME MEMBERS ONLY `29 518•46 +/-854 +1-80.8 +1-77.2 +1-73.8 +/-70.7 +188.8 +183.5 +1803 +/57.7 11-7/8.O.C.MAX. GLASS BITE �-- LONG SIDE48 +1-B27 +l-79.3 +1-75.8 +1-71.9 -1-68.3 -1-64.9 +1-61.5 +15&2 50 +1-80.9 .1-77.5 -1-74.1 +1-70.3 a186.7 -1-63.1 +IS9.7 1$ Oaetroi f 52 +/-79.1 +1-75.6 +1-72.4 +/-68.8 +1-65.1 +1-61.5 54 +1.77.4 +1.13.8 +I-70.5 +1-67.3 +1-63.5 EXTERIOR SHORT 56 +1-75 -8 8 +l-72 +/86.8 +/_5.3 20 13 SIDE 58 +1-74.2 +1-70.3 +/86.8 N so -la27 +1-68.7 -1-65 GLASS TYPE 5 62 +1-71.2 +187.1 64 +1-69.7 +1.65.5 �- LONG SIDE 68 +1-88.3 67-718 a/-67 T _ NOTES: Y SHORT 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. d a •�08 SIDE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. f� Of 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O N p 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. Y r aiW O N (�NN K T TABLE DIMENSIONS MAY BE egi W N ORIENTED VERTICALLY OR 0- o Z n HORIZONTALLY AS SHOWN. Z LL to LL ro W "1Dro UU XS 0 TABLE 8: H W O coL7 W Window Design Pressure(+A,psf)forGlass Type 7 � o> (j G w O � LL Side On) Z 0_Z to LL 67-7/8 72 76 80 84 88 92 96 100 104 109.112 1-1/18'NOM. ujmm O 30 +9W-130 +901-130 +901-130 +9W-128 -9W-122.6 -9W-119.8 +9W-118.1 +901-117 +9U4158 +901-112.7 +906109.9 GLASS STACK 7/16'LAMINATED Q Q V 32 +901-130 +9W-125.1 +9W-1I&9 a9W414.8 +901-111.5 +901ADBA 49W-104.3 +901.102.4 +901-102 +901-101.4 +9W-99.7 � GLASS STACK F � 34 -9W-123.1 +W-118.4 +9W-111.7 +9W-107.5 +901-103.8 -901-99.7 +9W-95.3 +901-92.1 +9W-90.5 +1-90 +1-89.6 _4 SHORT I-- ® �i fn W 7aa4S 38 +90!-116 -90'-109.8 +901.10.1.8 -9W-100.5 +9W-986 -90/-93.3 +1-90 -1-87.3 +184.9 +1-823 -/-61.2 • 3/18'ANNEALED GLASS f 3/18"TEMPERED GLASS SIDE Z j (n 38 +901-111.2 +9W-704.2 a901.9L9 +901-94 a9W-91.1 +1-88.2 +1-84.9 -181.9 +1-79.4 +1-76.4 4/-74.3 • 3/16•ANNEALED GLASS 3: 0) 1- 40 40 +901-106.9 -90'-99.6 +901-93.4 +9W-90.1 +1-87.2 -/-84 +180.5 -/-76.7 +1.73.5 a1-70.9 +/-69 7/18'AIR SPACE090•SG INTERLAYER O W Z 42 +9W-103.2 +90'-95.7 +901-91.2 +187.4 +184 +1-80.8 H-77 +/-73.1 +189.6 +1-68.9 N .2 . Z 0: aloe 44 -9W-99.7 +9W-93.1 +1-89.1 +1-85.2 +181.4 +1-77.8 a1-74.1 -1-70.3 +/87.5 +1-63.9 11EL 46 +9W-96.5 +90'-91.3 +/-87.2 +/83.2 +1-79.2 -1-75.4 +1-71.7 +188.1 -185.1 1 O § Z N N 5 48 +9W-93.5 +1-89.6 185.4 +1-87.2 +1-77.2 +1-73.3 +1-69.5 -/85.8 5 LONG O O r ao in USED AT CURVED �° SIS w W n 50 +9W-91.4 a1-87.8 +/83.7 +1-79.4 +1-75.3 +1-71.3 a187.5 5/g• U E 52 +1-894 +1-855 +/-131.8 +1-77.7 +1-73.5 +1-69.5 FRAME MEMBERS ONLY 20 GLASS BITE I�i- p d 0. m @ 11-718'O.C.MAX. 54 -1-875 +1-834 +1-79.8 +1-76 +1.71.8 1 3 en!} •asa0 sauaS 56 +/-856 +1-81.4 +1-77.5 +1-73.8 58 -/-83.8 +1-794 +1-754 \\\ 60 +1-821 -1-77.6 -1-73.5 EXTERIOR I \ NY LYNN 62 +/-80.4 +1-75.8 22 21 13 SHORT 64 +1-78.8 +1-74 66 1 +1-77.z GLASS TYPE 7 67-719 1 +/-74.9 No.58705 NOTES: ®j - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 11•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p•.. )/3 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p - STATE F <(/�� 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WIDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. '•.,F(QR\pP.. G\?� SS/0NA��? A.LYNN MILLER,P.E. P-E.#68705 TABLE 7: _ Window Design Pressure(+/.,psf)for Glass Types 6&8 Long Side On) 67-718 72 76 8o 84 88 92 96 100 104 109-112 112 116 120 124 128 132 138 140 144 30 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +9x-130 +90/-130 +9x430 +901-130 +9x-130 +9x-130 +90/.130 +90/.130 +90/-130 +901-130 +90/-130 32 +90/-130 +90/-130 +901-130 +9D/-130 +9x.130 +90/-13D +90/.130 +90/-130 +90/-130 +90/430 +90/-130 +90/-130 +901-130 +901-13D +901-130 +90/-130 +901-130 +90/-130 +90/-130 34 +90/-130 +901.130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/430 +901-130 +9DI-130 +901-130 +901.130 +9x-130 +90/.130 +901-130 +901-130 +901-130 ODULTRENEWL'D 36 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-13D +9x.130 +901-130 +901-130 -9x-130 +901-130 +90/-130 +901-130 +90/-130 coov, o8++416 dK� ° 38 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/.130 +9x-129.2 +90/-127.3 td OI3'060 40 +901-130 +90/.130 +90/.130 +901.130 +90/.130 +90/-130 +901-130 +90/-130 +90/-130 +90/-126.8 +90/-123.2 +90/-122 r 42 +901-130 +901-130 +90/430 +901-130 +90/.130 +90/-130 +90/-130 +90/-129.3 +90/.123.2 +90/-119.7 +90/-116.4 44 +901-130 +9x-130 +901-130 +90/-130 +901-130 +90/-130 .gx-130 +90/-124.5 +90'-119.4 +901-115 Rodua �?_l 46 +9x-130 +90/430 +901-130 +901-130 +9x-130 +90/.130 +90/-126.9 +90/-120.5 +90/-115.3 Miml 48 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-129.7 +901-123 +90/-116.5 C 50 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-126.2+89.0-119. Q 52 +901-130 +901-130 rsa-130 +9x-130 +901.130 +88.81-123 N 54 +904130 +901-130 +90/-130 +901-130 +88.61-127.1 56 +9x-130 +901-130 +9x-130 +89.41-129 56 +90/-130 +90/-130 +9x.130 rc 60 +90/-130 +90/-130 +89.61-129. 62 +901-13D +901-130 rc 64 +90/-130 +9x-130 66 +9x-130 M Y 87-718 +901-130 .�a8 NOTES: a 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }Imo„ lox 0 4)TH S SHEETAPPLIESARCHITECTUONLYDOWS,FIND TO FLANGETHE AND EQ AL-LEG WINDDOWS.DO NOT USE WITLEST WINDOW SIZE IN THE TABLE AHBOI-F AME WI OVERALL DIMENSK)NS COMPLETELY FIT WITHIN. 0 W a• N Z0 LL CD Z (B r LL �I 4c0 W rap 0 L) X- d 0 F Z co 0 TABLE DIMENSIONS MAYBE o W Y ORIENTED VERTICALLY OR p> 4 0 0 v 1-1116'NOM. ���JJ HORIZONTALLY AS SHOWN. Z O.Z F W LL 7116•LAMINATED GLASS STACK J 0 1� 7/16'LAMINATED LONG GLASS STACK I- GLASS STACK 1� !� SIDE Q .080'SG INTERLAYER 3116'TEMPERED GLASS 3/16'MEAT STRENGTHENED GLASS 7— LONG SIDE ® (n W hays 3116'HEAT 3116'HEAT STRENGTHENED GLASS � r ® Z of 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE .090'SG INTERLAYER SHORT U) Z SIDE 0 W 4 11 11 _I SHORT LL Z a 5°'S SIDE O 3 Z N 04 USED AT CURVED USED AT CURVED n 0/D FRAME MEMBERS ONLY 2g 518• 518• a 0 FRAME MEMBERS ONLY 29 w (Q 11-718'O.C.MAX. GLASS BITE GLASS BITE V W 3 @ 11-7/8'O.C.MAX. X W O..D. 1-3 1-3 Fr LONG SIDE �j LL 0 T 551 'aso0 seuas EXTERIOR EXTERIOR + y 1j1 20 13 �] 22 21 13 SHORT 1, SLIDE .` Ny LYNN GLASS TYPE 6 GLASS TYPE 8 �r No.56705 SHORT "O••• C/C x -(�' SIDE ��0••. AT t F •�/�� 10NAk-E . A.LYNN MILLER,P.E. P.E.#68705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE 8 INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 114'MAX SEE NOTE 2,THIS SHEET EMBEDMENT T SHIM I! TYDGEDI ANCHOR DISTANCE TYPE, RSUBSEMBEDMENT RA AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT RENBWBD EDGE 6 SEE TABLE 8,THIS SHEET o aomylyla8 with the Fl id B� Cod,1 DISTANCE Acoeptsnoc090 i 114'MAX Larnl=}.iGJ—.i 1 SHIM 1 4 TPP.ANCHOR TYPE, Mimti ade Product Cw+ntroi EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, > SEE TABLE 8,THIS SHEET - USED AT CURVED 11 29 FRAME MEMBERS ONLY EXTERIOR z 11-7/8'O.C.MAX. 4 11 n CONCRETE/CMU j > PER ANCHOR I VISIBLE LIGHT WIDTH REQUIREMENT i-_ WINDOW BUCK WIDTH-2-314• •.. . WINDOW BUCK WIDTH CONCRETE/CMUWINDOY BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a U nab BUCK REQUIREMENT HEIGHT 1/4'MAx.SHIM HORIZONTAL SECTION A-A y^ v aaa o C3 n TIP-TO-TIP W w N WINDOW #12 STEEL J a Q HEIGHT VISIBLE SELF-DRILLING SMS Z LL �LL � Z - 1` LIGHT (GS),SEE TABLE 8, TABLE 8: HEIGHT= THIS SHEET Min.Edge Max O.C. L)U X WINDOW Anchor Substrate Distance Min.Embedment 21 0, LU Z O 'oN HE CK- P.T.Southern Pine(SG=0.55) 8118' 1.1/6' 1Y ~o W m Y O` 0/A0 INSTALLATION x12 or xl4 410 ss serew AlumInw.6083-T5 min. 316' 0.063• 12, o> Q O Z p 2.3/4' A36 Steel 3/8' 0.063'' 12' Z O_Z O METHOD D Steel Stud Gr.33 min. 3/8' 0.045' 18 Ga tY LL INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 0/16' 1318' 12' O co UNDERNEATH THE Aluminum,8083-TS min 3/6' 0.063" 12' BEADING x12 or xl4 Steel Screw(G5) O EXTERIOR A36 Steel 3/8' 0.063'• 12' It— F- JAYS �f'IySleet Stud,Gr.33 min. 318' 0.045'(18 Ge)• 12' ® a Z ' UnWouted CMU,(ASTM G90) 2-1/Y 1-1/4' 1Y il4410 SS CreleFbx J (q MIAMI-DADE APPROVED MULLION Concrete(min.3.35 ksl) 1' 1-14' 12• = 3 Q z 21 (SEE SEPERATE NOA),ALUMINUM, O F— Z 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ks� 1' 1.3Id' 1Y Q N SEE SUBSTRATE PROPERTIES, 1/4•Steal Ultracon Concrete(min.2.65 ksn 2-1/2- 1-376- 12• LL Z Ungroutod CMU,(ASTM G90) 2.1/2' 1-114' 1Y O OO TABLE B,THIS SHEET li! N N 5 r1/4'MAX SHIM Grouted CMU ASTM G90 2-117 1-3I4• 1Y 0 U' t�c4 —jl �i6'Steel Ultracon Concrete(min.3.5 ksl) 1-1/4' 1.314' 12' U LU Z Grouted CMU TM C•90 2-1/Y 1.3/4' 1Y X g a 0. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL 1X WOOD BUCKSTRIP, aq1 7sa0 sauas T SEE NOTE 2,THIS SHEET VYNN Ao/�� N .. . F CONCRETE PER •�1C£NSF '• 'Q EMBEDMENT - ANCHOR INSTALLATION NOTES: - REQUIREMENT iC: NI ,58705 •: 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'iX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS AREr4 INSTALLATION DISEDGETANCE• TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-12'THICK OR GREATER. STA E OP �W TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING O� FLORIOP �\ VERTICAL SECTION g—g SUBSTRATE,SEE TABLE B,THIS SHEET JURISDICTION. ,�"',SSIONAX, �\ 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I/7 I i I I I I t t 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. P.E.x 68705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE - DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT 1X W)THIS THIS <. EMBEDMENT SEE NO ' INSTALLATION I+ (� 1/4•MAX 7YPEE EMBEDMENT L— I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE EDGE 6 SEE TABLE 9.THIS SHEET DISTANCE ODUCf P.BNBWED DISTANCE oomplyleg w(m 16a FTande r uitding Cade 114'MAX - iNce No 29 2 SHIM v ti 4 TYP.ANCHOR TYPE. Miami Dade Prod,rct CoMro EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE. 11 SEE TABLE 9,THIS SHEET EXTERIOR EXTERIOR USED AT CURVED •• - `� 29 FRAME MEMBERS ONLY - - 4 11-7/8'O.C.MAX. _ VISIBLE LIGHT WIDTH5 CONCRETEICMU WINDOW BUCK WIDTH.244PER HOR REQUIK MENT I WINDOW BUCK WIDTH WINDOW CONCRETE/CMU W n1 Y BUCK HORIZONTAL SECTION C-C REQUIREMENT O A CO 7,w# HEIGHT 114'MAX.SHIM �{ �+ p a U) 00 II f N #12 STEEL (9 Ny N SELF-DRILLING SMS M VISIBLE (GS),SEE TABLE 9, O J W Z AH LIGHT THIS SHEET TABLE R. Z LL LL J urop p HEIGHT= Anchor Substrate Min'Edge Min.Embadmant Max O.C. L)U X ro b o WINDOW Distance Spaekq W Z OM a0 5 'eN BUCK P.T.Southam Pine 6=0.55) 1' 1318' 12' ~o W m O v U' OM0 HEIGHT- Aluminum,6063-T5 mh. 31W 0.083'• 2' 2-3/4• INSTALLATION #12 or#14 410 sS screw A36 Steel 318• 0.063•• 12' O Z 0:z O o TYPE H Steel Stud,Gr.33 min. 318' 0.046' 16 Ga)' 12' v ~ Z O P.T.Southern Pine(SG=0.55) 9118' 1318' 1T g O A EXTERIOR Aluminum,8083-75 min. 318• 0.063'• 1T H #12 or#14 Steel Screw(G5) Q I'•1 A38 Steel 318' 0.083" lY J f` Steel Stud,Gr.33 min. 318' 0.044 18 Ge 1T ® Z _1 MIAMI-DADE APPROVED MULLION 114'410 SS CmteFlex Ungroutad CMU,(/iSTM CSO) 2-117 1-111' 12' 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kai 1' 1314' 12• 0 Z Z 6 STEEL FRAMING OR STEEL STUD. Concrete min.2.85 kel) 1' 1314' 12' SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 ksl 2417 1318' 12' < Z W a7aoS 1/4'Steel lHtrernn u_ TABLE 9,THI5 SHEET Ungrouted CMU,(ASTM CSO) 2-IIT 1-1/4' 12' O J n0 5 - Grouted CMU, ASTM CSO 2-112* 1314' 12' F r ib �1l4'MAX SHIM w W Q 5178'Steel Ullrecon (Inerete(min.3.6 kap 1-114' 1314' 12' X W a 0. Grouted CMU, ASTM CSO 2.117 1314' 12' X TT 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. aJ10 x I seua5 1X WOOD BUCKSTRIP. SEE NOTE 2,THIS SHEET \ y LYNN CONCRETE PER ��.• �1GCNSF '•.F� EMBEDMENT ANCHOR INSTALLATION NOTES: < , REQUIREMENT *' N0.56705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/7.1X WOOD BUCKS ARE - Ot3 ` TYPE F �— EDGE TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1t7 THICK OR GREATER. T � � DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING O STAT O !(/ SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. ���C F<OR10P G��� VERTICAL SECTION D-D ��'�SS/0NA1.00" 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 1/1111 i III 0 t ` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD OUCKSTRIP _ EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION 0 DISTANCE DISTANCE I_ SHIM 114'MAX EDGE DISTANCE TYPE I ���111 I` —44 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT RBNB\VPA OR FRAMING,SEE OR FRAMING'SEE cora 1•L, villi lha Florida NOTE 2,THIS SHEET NOTE 2,THIS SHEET adding Code [''}^� ry 1/4'MAX ccaptanca No SD2Q.1 3 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND ' tad Ue 02/ v EDGE DISTANCE PER SUBSTRATE, 4 B SEE TABLE 10,THIS SHEET Y"` Miuni Dade Predwt Contra EMBEDMENT 11 g EMBEDMENT ' z USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY z (� 11-7/8'O.C.MAX. — n �1J � 11 EXTERIOR WINDOW 4 11 , Y BUCK � .�aa HEIGHT �_ VISIBLE LIGHT WIDTH= 5 F a WINDOW BUCK WIDTH-2.3/4' ������''777I 0 O 1/4'MAX.SHIM �-{ r- a afO WINDOW BUCK WIDTH >n a0 N 0 c'4N 6 VISIBLE INSTALLATION HORIZONTAL SECTION E-E o LL n ? N LIGHT op C3 HEIGHT= TYPE L V U X a WINDOW W Z 02 : .cw BUCK 4110 STEEL O Wm Y U D7A0 HEIGHT- SELF-DRILLING SMS r> O O d Z O 2-3/4' (G5),SEE TABLE 10, Z d z O THIS SHEET LL TABLE 10: g O Min,Edge Max.O.C. co Anchor Substrate < Distance Spacing 2-1/2'x.113"Box Nall P.T.Southern Pine SG=0.55 5116* 5Trays 2-1/2'x.131'Common Nail P.T.Southern Pine SG-0.55 3/0' 5 ® � p 2-112"x.145"Roots Nall P.T.Southern Pine G=0.65 3/8" S' € 21 P.T.Southern Pine SG=0.55 1/2" 6" O Z 6 2X WOOD BUCKSTRIP EXTERIOR t] OR FRAMING,SEE 1110 x 1"Sleet Screw' 0.093"Aluminum,6063-TS min. 6/16" 5" w Z Q NOTE 2,THIS SHEET 1116'A36 Steel 6/16* 5 O N N 60.045" 18 Ga Steel Stud Gr.331 6/16* 1 5 1 o z 1-00 S1/4'MAXSHIM MIAMI-DADE APPROVED MULLION w (SEE SEPERATE NDA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U X Z STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, La60 hsa0 saws INSTALLATION TABLE 10,THIS SHEET TYPE J Q �� (LYNN 4 EDGE DISTANCE �tCENSE l�F'P'� INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT * No.55705 �_ EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS- = - AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10.THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARES /3 _- OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-112'THICK OR GREATER. '. AE�f lV VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITYHAVING �C'•,,FLORtOP•' (���� JURISDICTION. % \� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. REA 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THISIN INSTALLATION ANCHORS MAY BE NO 'METHOD ONLY, 114'MAX MORE THAN B'O.C. •' ANCHORS MAY BE NO EMBEDMENT SHIM 1X WOOD RIP,SEE •MORE THAN 6'O.C. a 2X WOOD BUCKSTRIP NOTEE 2,2,THIS SHEET PILODUCT RENEWEDOR FRAMING,SEE m complying with Jere Florida NOTE 2,THIS SHEET Building Code Acceptance No •s �r�e^�..1 —11/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM -- EDGE DISTANCE PER SUBSTRATE, - 4 TYP.ANCHOR TYPE, 8 SEE TABLE 11,THIS SHEET Mimi U R EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE U EDGE z" (� (o?11-7/8'O.C.MAX. DISTANCE ^t Y-' C RETE/CMU 11 _ PER ANCHOR , REQUIREMENT CONCRETE/CMU WINDOW 11 I PERANCHOR > a 0 '^MH BUCK �.__ VISIBLE LIGHT WIDTH• _ I 5 REQUIREMENT HEIGHT 1/4'MAX.SHIM —�{ Imo-- 11�� III 0 y c O WINDOW BUCK WIDTH-23/4' ❑ WINDOW BUCK WIDTH EXTERIOR }bi slop O bi to JVL J ch j W cN VISI17. BLE INSTALLATION TYPE O HORIZONTAL SECTION G-G Z- C,LL 8 zi "•;`e J ad O HEIGHT= FOR THIS INSTALLATION .V U X d O WINDOW 'METHOD ONLY, TABLE II: W Z 0 M 5 ON BUCK ANCHORS MAY BE NOMin.Edge HEIGHT- •MORE THAN 6'O.C. Anchor Substrate Distance Min.Embedment Mgx.p.C.ng o O y0 O op 2-314' P.T.Southern Pine G=0.55 9116' 1318' 6' Z d Z .-. LL Al2 STEEL N12 or Jl14 410 SS Screw Aluminum 6061T5 mla. 318' 0.063'• 6" g O ; A36 Steel 318' 0.063'• 8' J SELF-DRILLING SMS Steel Stud,Gr.33 min. 318' 0.045'18 Ga 6' Q (G5),SEE TABLE 10, P.T.Southern Pine G=0.55 9116' 1318' 8' 8 1aa45 THIS SHEET Aluminum,6063.75 min. 318' 0.063" 8' �' Z O W #12 or 1114 Steel Screw(G5) A36 Sleel 318' 0.063" 6' H 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318' 0.045'18Ia' 6' O Z 6 EMBEDMENT AND EDGE U routed CMU,ASTM C-90 2-112' 1-1/4' 12' ❑ s1ooS 114'410 SS CteleFb% < Z DISTANCE PER SUBSTRATE, j Concrete(min.3.35 kai 1' 1314' 12' LL Q SEE TABLE 11,THIS SHEET Concrete min.2.65 kel 1' 1314' 12' C! : (,) 04 N 5 MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksI 2.117 1318' 12' rc ❑ Z e9 �1/4'MAX SHIM (SEE SEPERATE NOA),ALUMINUM, 114'Steal Ullrecon w W STEEL FRAMING OR STEEL STUD. U uted CMU, ASTM 0-90 2-112' 1-114'. 12' O X Z 3:3: Grouted CMU STM G90 2-112' 1314' 12' LL LL SEE SUBSTRATE PROPERTIES, Concretemin.3.5 ksi 1-114' 1314' 12' apposop saua5 TABLE 11,THIS SHEET SMS'Steel Uluecon Grouted CMU STM C•90 2-1121314' 72' INSTALLATION 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N � SEE NOTE 2,THIS SHEET �11 1LYNN//j��� `SON.........M/((� INSTALLATION NOTES: NSF EMBEDMENT - P' a - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. *:• No.58705 •*'� 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-W,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/Y.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-112•THICK OR GREATER. --0•: f-71 INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING ��O•, SF dC/ DISTANCE JURISDICTION. IORI 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �SS� �?�• VERTICAL SECTION H-H ��,11NA�t , 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNJ411j1LLER,P.E. P.E.M 58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES 'ol 00 PRODUCT REVIEWED W wngd)iiu mUi the Fbrida Duildu�,I•,Colo S AaepLxc<No ANGLED/CURVED ANGLEDICURVED 13X I.Igi DWA FRAME ASSEMBLY FRAME ASSEMBLY ( , 90'CORNER 90'CORNER M i D°de Product Oonno FRAME ASSEMBLY I I FRAME ASSEMBLY I ,10 IALL CORNERS f�'ALL CORNERS TO j n USE GASKET I USE GASKET I > AND/OR SEALANT I // AND/OR SEALANT i a` / / d W EQUAL-LEG FRAME � 1 / FLANGE FRAME O O °1W / EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR 1 MITERED FRAME WITH INTERIOR }U' N N LY AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O U) -t N FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT JO- O O Z 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS =W n LL Oro_ W a OL)U x d A C.W m Y 17 W �4t0 r- p0 v Z Z O 2.784' 2.784" 2.784' Z D.Z O .094' —►1 I�� .084' �.1 L.-� .094' ~ LL g ° o o TABLE 12: .074 062• .074• .062 .074• .082 Q Z Item 1.375' 1.375' $i y 1'N4S # PGT Part# Description Material ' ® 81 Z Z 1.875' .438' 500' .438 `•'� 438' O (n 1 42630 Flanged Frame Alum.6063-T61.000• ~ 2 4285 Equal-tog Frame Alum,6063-T5 500 �—� .050w F5 z '°"°° ��{�— .oso w00° 1.125' ��� A 'a Z W °+°'S 3 4256 Integral Fn Frame Alum.6063•T5FLANGE FRAME 2 EQUAL-LEG FRAME �— 077 o 4 4265 7/18"Lami.Glass Beading Alum.6063.75 O NN #4253C,6063-T5 O #4285,6063-T5 n aQ 5 4264 I.G.Glass Beading Alum.6063-T6 3 FIN FRAME v X :5 6a 4270 installation Fastener Cover Alum.6063-T5 O #4256,6063-T5 a m a a 171 'nW s°ues 6b 4224 Installation Fastener Cover Rigid PVC 10 705M Gasket(at 90°corner joints) Polyethylene .970 .348' 7.037 `���`ON(LYNN A1jZ�7��i� 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.85+l-1 ,875 ���.•''�)CENSE .LP 13 Dow 899,GE 7700 Silicone or Equiv. F1 875' Q ; T RN..58705 ZO 71852K Selling Block,Marv.3119'x 7116'x 4" Neoprene,Duro.85+/-1 05W .050• ' 21 71704AK Setting Block,I.G.3/16'x 1-3132'x 4" Neoprene,Duro.85+/-1 I 'j l 3 �, 7/16"LAMA LG,'GLASS INSTALLATION O'•,(/ 22 WRAK716 7/1G DureS�l Spacer FASTENER COVER GLASS BEADING BEADING O STAT F 29 #6 x 1-1/4"FH SMS Stainless Steel O #4255,6063-T5 O#4254,6063-T5 6a #4270,6063-T5 ���`�'•.F(pRlo?.'Cj��: 30 1 781PQX j#8x 1"Quad PH SMS Stainless Steel ���S9/0• -E?` A.LYNN MILLER,P.E. P.E.#68705