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WS-10-1949Inspection Number: I NSP- 155221 Scheduled Inspection Date: January 31, 2011 Inspector: Bruhn, Norman Owner: WEBER, CAROLINE Job Address: 1565 NE 105 Street 2 -3 Project: <NONE> Miami Shores, FL Contractor: FAB INTERIOR & EXTERIOR INC. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -11 -10 -1949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement moo.. Phone Number Parcel Number 1122300530620 Phone: (305)751 -4447 REMOVE AND REPLACE WINDOWS AND SLIDING FOR NEW IMPACT RESISTANT Passe :// 7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 152968. Missing anchors and anchors concealed. January 28, 2011 For Inspections please call: (305)762 - 4949 Page 13 of 29 BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name Contractor's Comp. Name Contractor's Address City Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) Type of Work: ['Addition Describe Work: tJ CAAJ 101 Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. \0 Master Permit No. Permit Type (circle): Building • Owner's Name (Fee Simple Titleholder) ( \ \A D webe Phone it( Owner's Address drress � � City \R `+M 3 '1V1 es State Electrical Plumbing Mechanical } Zip J 1-55 Phone # Job Address (where the work is being done) \ 5 City Miami Shores Villa e County Miami -Dade FOLIO /PARCEL# 1 22220 — OS — 0(4..0 Is Building Historically Designated YES NO S S Phone # Zip ?) 1 ' NOV0 3 2010 Roofing ci — I C U Phone #(605) 1 51 — $-09" II BY:.. . ...... ............. �..._ Zip j_3 13 g Phone # (W5) 5k-- (..v:::,0( Certificate of Competency No. Value of Work For this Permit $ 6 200 • 0 Square / Linear Footage Of Work: ❑Alteration [New ❑ Repair/Replace ❑ Demolition Win •i * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** Fees**********,*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and 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 Si gnatur e Owner or Agent Contractor The for going ; nstrument was a¢knowiedeed before me this TY The fnr• ..;.,o ins ment was acknowled: ed before m- this H day of ;.°4AbY j 06\1 day of 0 ‘Q by who is pe t .4 or who has produced who i personally town tb me or who has produced asidentifi NOTARY PUBLIC: NOTARY PUBL 0 1`l Sign: Print: APPLICATION APPROVED BY: (Revised 02/08/06) //0—/c.) As identification and who did take an oath. � 4 i Notary Public State of Florida Desiree Ramos if My Commission DD877402 o Expires 04/05/2013 Si Print: I 4 Notary Public State of Florida Desiree Ramos c` My Commission DD877402 ;,' Expires 04 /05/2013 ' L4 4 11 My Commission Expires: Ol b51 Zc 5 \ 3 My Commission Expires: Q Q 3 t* * * ** ** ** * * * * * * * * ** *** * * ** ** r * * * * * * * *** * * ** t * * * ** * * * * * ** t * * * * * ** t *,r * * * * * * * * ** * * * * * * * *,r * ***** * * * *** * * * * ** t Plans Examiner Engineer Zoning i harbour club villas October 27, 2010 Ms. Caroline Weber 1565 N.E. 105 Street Miami Shores, FL 33138 Re: 1565 N.E. 105 Street, Miami Shores, FL 33138 Request for replacement of windows and doors Dear Ms. Weber, Maria E. Manso President Board of Directors Harbour Club Villas Condominium This letter will confirm that the Harbour Club Villas Condominium's board of directors has approved your request to replace the windows and sliding glass doors in your townhouse referenced above to impact resistant, based on the drawings you provided. The color is to match the existing.openings and conform to the attached elevation sheet. condominiums 1530 N.E. 105th Street, Miami Shores, Florida 33138 • Phone 893 -8178 NOTICE OF COMMENCEMENT HOME 11101111 NUM IMO A RECORDO COPY MUST HE POSTED ON THE JOH SITE AT TIME OF FIRST INSPECTION PERMIT NO._ 4 TAX FOLIO Ag29.,{) 'REtOiltr/DltgNOTV36:02 HARVEY RUVIHr CLERK OF COURT IIIAIII-DADE COUNTY, FLORIDA LAST PAGE STATE OF FLOAIDA: COUNTY OF • MIAMI-DADE: THE UNDERSIONED hereby gives notice that improvements will be made to certain real I property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal des - 2 Description of improvement: ove fAate._ ,.? _new, s 5 Am_ _ _1\4_10.5Th 3 ' °Ainer(s) nt;Inie a address: Interest in proi .,_ .. Name and ad ress of fee simple titleholder: ... !-Ijii ____ _ _____ 4. Contractor%Iname and addr ss: F—L- 33 5. Surety: (14rient bond required by owner from contractor, if any) Name and address: Amount of bolid . _ 6. Lender's rime and f . 7. Persons wiihin the state of Florida designated by Owner upon whom notices or other documents may be served as gna .._.... _. ..._ ____....... provided by Section 713.13( )(a)7., Florida Statutes, Name and address: .. _ I :: • - -- - 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's N9tice as provided . in Section 711.13(1)(b), Florida Statutes. Name and adll'ess: ..._ ..... . _ . 9. Explration cjte of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date specified) , Signature of Owner Print Owner's i\larne_. - Sworn - to •Eind e'Ubscribed b Notary Publid ) I \ , •At - f Print Notary's me 0 \o STATE KY 1 I HEREBY CERTIFY that th,s is a frue original fil in this office on I day of , A D 20 I 0 WITNESS WlTNESSti7 hand and Official Seal. HAR U IN, CLERK of Circuit and County Courts By OV(A-4 A71L) D.C. pption Of property gnd street/address: 6»t CFN 2010R077291 \ief,_ OS ate-5-tV Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ` ` ' /(.-- irC SUBJECT TO CCUPLIANCE WI?H ALL CAL STATE AND COUNTY RULES AND REGULATION S September 20, 2010 PRODUCT: WEBER RESIDENCE MIAMI, FLORIDA JOB #: AFC 10 -681 PREPARED BY: J.K. CHECKED BY: K.Y. DESIGN CRITERIA: NOTES: FAB INTERIOR & EXTERIOR INC 1. FLORIDA BUILDING CODE 2007 2. WIND LOADS AS PER ASCE 7 - 05 3. BUILDING HEIGHT : 21' (FLAT) MIAMI, FL BY - ANY DEVIATIONS FROM CONDITIONS SHOWN ON CALCULATIONS OR DRAWINGS SHALL BE ENGINEERED SEPARATELY. - AL— FAROOQ CORPORATION WILL NOT PROVIDE A LETTER OF COMPLIANCE OR INSPECTION REPORT UNLESS CALLED DURING INSTALLATION. PREPARED BY AL- FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT CAN (EB) #3538 1235 S.W. 87TH AVE MIAMI, FL 33174 TEL.: (305) 264 -8100 FAX: (305) 262 -6978 IlopMgVaifir 2010 g SEP 2 0 2010 Job Name: . JEISER Date: m -22 -10 Project Info: / iii•MIIIMiiiiiiiiii■ii ► iiii■�■ °iiiiiiii ■iiii■i► ' 15 NE I05 St MIAMI SHORES F!_, 33138 • •■■ •11■ •■••••••••■■ •11 •••■ 1■■ •1111■••••••■11■ ■1111■ ■ •111 ••••••••••■•■ ■■ ••••••••• 111■•■1111■■ •1111 •1111 •■••••••1111 ■■ ■11 ■ •11■ •••••••••••■■■■•11 •••••••■11■ •■ •■ •11•■ •■111111■ M. L•-•-•-WEIL•1,11 111 ••■■■■■■■■■ ■ ■ BACK ©® ELEVATION FRONT ELEVATION ® IIII!IIIIll i 1 } t f NOT PART OP THIS F'Efd'11r ICE ICE A 14 X 30 a 01- 037106 KITCHEN 0 81iG 31 X 30 i 01- 032206 ROal C HUNG 14 X 60 B 01-032206 eRaNCE D HUNG 0 } X30 X01-031106 Bo ENTRANCE E P � I9 } X II a 00- III1J0 ® 0 9EDRCON P w 411 . WO 12 X80 D9- 082670 YARIOO G I X 4 06- 0Q9.06 I I I 1 1 I t i gg 5 1:7M f ) Li a---e 6(...6 a.. -rz) kept/6149(5-0410 • AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305- 264 -8100 CUSTOMER :DECO GLASS & MIRROR PROJECT :WEBER RESIDENCE WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 21 FT. TRIBUTARY LOAD AREA A : 10 FT Kh = 0.91 Kd = 0.85 Kzt= 1.0 ZONE 4 = + 49.8 PSF 09 -13 -2010 (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV = 42.21 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) - 54 .0 PSF —> rag, S ZONE 5 = + 49.8 PSF - 66.7 PSF Spp 7 2010 G'1 INDO :OCATICN MAR!- SIZE NOA OFFICE A 11 1 "` 74 X 383 07.0322.06 KITCHEN B �ryN� 37 X 383 07. 0322.06 LIVING 71I�{ � 5 0±) `74 X 07.0322.06 ENTRANCE 0 SiiA,,l ii ,,,, 194 X 383 07.0322.08 ENTRANCE e 'ICTURE W 194X 11 D8-11'2.10 BEOROCM F 5GD 72 X 80 09 -0826. I'. ENTRANCE 1 MULL BAR I 060125.06 • • BUILDING «_ CONTINUES J • REAR closet DOWN MASTER BEDROOM 2nd FLOOR OFFICE 2nd FLOOR 2nd FLOOR BATHROOM CLOSET BATHROOM � BUILDING L CONTINUES Building BUILDING ADOREE_5 565 `.E 05 :.. MIAMI SDCRES F.. 3313.9 WIDTH 164' HE1G1T T + 4' ROOF LONG 4G 7, "E OF BUILDING TOWN DOUSE BUILDING CONTINUES J L� NOT PART OF THIS PERMIT closet UP REAR Lying Room Area OF .D,S PERMIT FRONT Dining 4 Kitchen 00 (Loaf.- i � BUILDING l CONTINUES J ENG. SIZE AREA ZONE Pd (psf) ± GLASS # OF ANCH. CAPACITY REMARKS MK. # WIDTH HEIGHT + - TYPE @ JAMB CAPACITY(PSF C 37 50.625 13.01 5 49.8 66.7 5/16" LAMINATED GLASS* 5 +80, - 80 OK// • AL- FAROOQ CORPORATION FAB INTERIOR & EXTERIOR INC WEBER RESIDENCE SERIES SH - 700 ALUMINUM SINGLE HUNG W NDOW LMI - NOA # 07 -0322 06 (C - 1) (C -3) *GLASS TYPE 'A': 1/8" ANN + 0.090" SOLUTIA OR DUPONT PVB INTERLAYER + 1/8" ANN GLASS (C - ) • • (C - 4) ANCHORS: (C - 5) 1/4" TAPCONS /SS4 CRETE -FLEX DIRECTLY INTO WOOD W/1 -1/4" MIN EMBED. 1 -1/4" MIN E.D. 1/4" TAPCONS /SS4 CRETE -FLEX THRU 1 x WOODBUCK INTO CONCRETE W/1 -1/4" MIN EMBED INTO CONCRETE. 1 -1/4" MIN E.D. #12 SMS OR SELF DRILLING SCREW INTO MIN 1/8" THICK METAL. 3/4" MIN E.D. 17 -1/2" FROM THE TOP CORNER 15" FROM BOTTOM CORNER 6" MAX. BELOW MEETING RAIL TOTAL (5) ANCHORS ( JAMB ) 18 -1/2" FROM THE CORNERS (2) ANCHORS (HEAD) NO ANCHORS REQUIRED (SILL) NOTE: MK A, B & D ARE O.K. BY INSPECTION. \ J • Anal WY: rL_ nr m T 5/16" LAMINATED GLASS 1 /Q" ydyEAl ED OR HEAT STRENGTHENED GLASS 90 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 1/2" NOM. GLASS BITE • +— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS - ► — .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI ` ir*/* 0." AMMO. F K 11/13!D6 B ADD ITEM 92 TO St16 LAM:1.0. GLASS (A,A,A) d LAIR IG NOTE Isar. oar a.a.an F K 1124A06 A NO CHANGE THIS SHEET a7 — wi . M or.. ft.d"■ h. O." 1 F.K. 11/11V6 J.J. 2!23/77 I 1/2" NOM. GLASS BITE 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, FL 94274 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS PST Visibly Better 1/2" NOM. GLASS BITE f 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 8.11* . 1* n.. woo Full 2 > 11 aMp 4040 -20 • NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR E> (ALL SECTIONS) PRODUCT REVISED as a opyiat with Wit Plwida Val Cads Acceptaace Nw r • E dee Date . rrjWZ, .0 201/ R7 / /<, • fti Div Robert L. GarK P.E. PE #39712 Structural • • • '1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS +80.0 +80.0 +80.0 +79.6 68" -80.0 -80.0 -80.0 -79.6 W ( +80.0 +80.0 -80.0 +80.0 -80.0 WIDTH ( 4r 50 62" 63 1/8" UP TO 53 1/8" GLASS TYPE A,B,M A,B,M A,B,M A INDOW HEIGH 70" +80.0 +80.0 +80.0 +78.2 -80.0 -80.0 -80.0 -78.2 +80.0 -80.0 66" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 7 72" +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +76.9 -76.9 -80. 74" +80.0 -80.0 +80.0 -80.0 +77.3 -77.3 +75.4 -75.4 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 TABLE 1. +80.0 +79.0 +75.9 +74.0 76" -80.0 -79.0 -75.9 -74.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WIDTH 48 ' 50" sr' 53 1/8" UP TO 63 1/8" GLASS TYPE A,B,M A,B,M® C, D, E.F. G, H, I, J,K,L 38 3/8" µ„ 50 5/8" WINDOW HEIGHT 63" 72" 74" 76" +80.0 +80.0 -80.0 -80.0 +80.0 +80.0 +80 0 -80.0 +80.0 +80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +76.9 +75.0 +80.0 -76.9 -75.0 -80.0 -70.0 -70.0 +70.0 +70.0 -70.0 -70.0 +70.0 -70.0 +68.0 -68.0 +70.0 -70.0 +70.0 +70.0 +68.8 +66.7 -68.8 -66.7 +70.0 -70.0 TABLE 2. +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.6 -65.5 -70.0 CUSTOM V EW 8a RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS TABLE 3. WIDTH 53 1/8" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" +80.0 -80.0 22 11/16" I 28 3/16" I 33 3/4" +80.0 j -80.0 I +80.0 -80.0 l +80.0 -BO + -80.0 39 5/16" +70.0 -70.0 44 13/16" +70.0 -70.0 50 3/8" +70.0 -70.0 55 16/16" +70.0 -70.0 GLASS T)2 TEST REPORTS TABLE 4. (A:....5126" LAMI - (1/8"A,.090,1/8 B. 5/16" LAMI - (1/8 "A,09071/8" S) C. 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) D. 7/16" LAMI - (3/16"A,.090, 3/16 "A) E. 7 /16" LAMI - (3/16 "A,.090, 3/16 "HS) _mama F. 7/16" LAMP - (3/16 HS,.090, 3/16 "HS) G. 13/16" LAMI IG - 1 /8 "HS, AIR SP ACE, 5116" LAMP H. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" J. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 7/16" LAMP L. 13/16" LAMP PG 1 /8 "HS, AIR SPACE, 7/16" LAMI M 13/16" LAMI IC 1 /8"A, AIR SPACE, 5/16" LAMP - - (1/8"A, 090,1/8"A) - (1 /8 "A,.090,1 /8 "HS) LAMI - (1 /8 "HS,.090,1 /8 "HS) (3/16 "A,.090, 3/16 "A) - (3/16 "A,.090, 3/16 "HS) (3/16 "HS,.090, 3/16 "HS) (1/8 "A,.090, 1/8 "A)4 FTL-4647, 4648, 4723, 4957 FTL4647, 4648 FTL-4647, 4648 FTL-4645, 4885 FTL-4645 FTL4645 FTL4646, 4723 FTL-4646 FTL 4646 FTL-4649, 4650 F7L4649, 4650, 4958 FTL4649, 4650 FTL-5063 Rms. 14, F.K F. IC Pawn y. FK 11/1306 or, 02406 Va. 9/11X1 B A awl. 44e J.J. I - ,. araY '7 , ,�• REFT.4BL€i' 1070 TECHNOLOGY DRIVE REVISED CUSTOM FORINTDP8. ADD WT. FIN, UPDATE TEST NOS NOKOMIB, FL 34276 ADD F71-4723 TO GLASS TYPES A AND G. 2/23177 P.O. BOK 1629 NOKOMIS, FL 34274 Pc� V1 /M, Herte 0 .04.. DESIGN PRESSURES NTS 3 d 11 "O" "O" MEETING RAIL "X" NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38' MAXIMUM. ALUM. SINGLE HUNG WINDOW, IMPACT Vamp 4040-20 SASH W T. MINUS SASH SgSH PRODUCT REVISED r complflas wWI5 Pldia YaMlaj CHIN Accepteece Ns &Oradea Oak a Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES FOR Il1 FLANGED WINDOWS TABLE 6. SUBSTRATE: 1.,. ANCHOR TYPE: WINDOW GLASS WIDTH TYPE 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, H,I,J,K,L AD,M PSF C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, H,I,J,K,L AB,M PSF PSF C,D,E,F,G, H,I,J,K,L AB,M PSF C,D,E,F,G, H,IJ,K,L A,B,M WINDOW HEI ,iT 28.603 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 2 1 2 2 1 2 2 79 2 2 2 2 21 2 79 2 2; 2 2 2! 2 79 2 212 2 212 72 2 27 2 2 N0 • - O 0 1 1 1 2 2 2 1 1 1 2 2 2 1 1 1 1 1 2 1 1 2 1 1 1 2 2 2 1 1 1 2 2 2 2 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 79 2 212 2 212 79 2 2f2 2 212 34.603 O NO U N O U 1 1 1 1 2 1 1 1 2 1 1 2 1 1 1 1 1 1 2 1 2 1 2 1 1 1 1 2 1 2 1 2 2 3 1 1 1 2 3 1 2 2 2 1 1 1 2 3 1 2 2 3 1 2 3 2 2 2 2 3 2 2 2 3 2 2 3 2 2 3 79 1 2 1 1 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 _13 2 2 2 2 2 2{3 2 2 U Z ^O U 1 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 40.603 ') o Z Z ONO ' O 0 1 2 2 1 2 2 1 1 2 1 1 2 1 2 2 1 2 2 1 1 1 2 2 1 2 2 2 1 1 1 2 2 1 2 2 2 1 1 1 2 3 1 2 2 3 1 1 1 2 3 1 2 2 3 2 1 1 2 3 2 2 2 3 2 1 1 2 3 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 2 2 3 2 2 2 3 2 2 2 2 3 2 2 3 3 2 2 2 3 4 2 3 3 3 2 3 4 2 3 4 2 2 3 2 2 3 2 3 4 2 3 4 46.603 r1 N O U N Z O U 1 1 1 2 2 2 2 2 2 1 1 2 2 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2 2 1 1 2 3 2 2 2 2 3 1 2 2 2 2 2 3 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 3 4 2 3 4 2 3 2 3 1 2 2 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 3 2 3 2 2 3 2 2 2 2 2 2 3 2 3 2 2 2 2 3 3 2 2 3 2 2 3 2 2 2 2 3 2 2 2 3 2 2 2 4 3 3 2 2 2 2 4 2 3 3 3 2 2 2 3 4 2 3 3 4 2 3 4 2 3 4 2 3 4 5803 2 2 2 2 1 2 2 1 2 2 1 2 2 1 2 2 m 0) Z Z N O"0 T 1 1 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 1 1 1 2 3 2 2 2 3 1 1 1 2 3 2 2 2 3 2 1 2 2 3 2 2 2 3 1 1 1 2 3 2 2 2 3 2 1 2 ,3 3 2 3 2 1 2 2/2323 2 2 3 2 2 2 3 2 3 2 2 4 2 2 3 2 3 3 2 2 2 2 4 2 3 3 3 2 2 2 3 4 2 3 3 4 2 2 2 3 4 2 3 3 4 2 3 4 2 3 4 2 2 3 2 2 3 2 3 3 2 3 3 2 3 5 2 3 3 2 3 4 2 3 4 2 2 3 2 3 4 2 2 2 3 4 2 3 3 4 3 3 4 3 3 4 2 3 3 2 3 3 2 3 4 2 3 4 58.603 0 0 NO 0 0 1 1 1 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 2 1 1 3 3 2 2 3 3 1 1 1 3 3 2 2 3 3 2 1 2 3 4 2 3 3 3 2 1 2 3 4 2 3 3 3 2 3 4 2 2 3 2 3 4 2 2 2 3 4 2 3 3 4 2 2 2 3 5 3 3 3 4 3 3 5 3 3 5 2 3 3 2 3 3 2 44 2 4 4 64.603 2 3 4 U N O U U z 'O U 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 1 1 2 3 2 2 1 1 2 3 2 2 1 2 3 1 2 3 1 1 3 2 3 3 1 1 1 3 4 3 2 3 3 2 1 2 3 4 3 3 3 4 2 3 4 1 3 3 2 3 4 2 2 2 3 5 3 3 3 4 2 3 5 2 3 3 2 3 4 2 3 5 2 3 5 2 3 3 2 3 3 2 3 4 2 3 4 2 4 5 2 4 5 2 3 4 2 3 4 2 4 5 2 4 5 3 2 2 3 5 3 3 4 5 3 3 5 3 4 6 3 4 5 2 3 3 2 3 4 2 3 3 2 4 5 3 4 5 2 4 5 76.000 M o N 0 1 1 1 3 3 2 2 3 3 1 1 1 3 3 2 2 3.3 2 3 4 1 1 1 3 4 3 3 4 4 2 1 2 3 5 3 3 4 4 2 3 5 2 2 2 4 5 3 3 4 4 2 4 5 3 2 2 4 6 3 4 5 5 3 4 6 3 4 6 3 4 6 0 NZ O U 1 3 3 3 3 2 3 3 2 3 4 2 3 4 2 34 U z — U 4 4 2 4 4 2 4 4 2 5 5 3 5 6 3 4 5 Raw a ey a asrr`a.r. FK 11/13A76 B A".rrr F K 1/24106 A bmny ate• brmddr: F.K. 7/19/05 J.J. 'V HbRA CETABLE ANOWOTE$, ADD DP MAX WHERE ANCHOR OTY IS RESTRICTED BY SIZE. NO CHANGE THIS SHEET 2. 2/ 1 3107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 c; r_ Virib& Berner ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT 854700 NTS 8 + 11 ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX "w 3- #12 SCREWS ® vim" -°g,..____. ----". "_ j 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ANCHORAGE NOTES: TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JANE BELOW MTG. RAIL 404020 2 2 3 1 • PRODUCT REVISED as complying with Ms BAOB% BaMH.0 Cods Aeerp4KY Na roam gab Robert L. Clark, P.E. PE #39712 Structural ENG. SIZE AREA Pd (psf) ± TYPE (SIZE) MULLION REMARKS MK. # WIDTH HEIGHT + - CAPACITY (PSF) C 74 50.625 26.02 49.8 66.7 1" x 4" x 1/8" (6063 - T6) +/ -170 OK • (C -1) (C -9) • AL- FAROOQ CORPORATION FAB INTERIOR & EXTERIOR INC WEBER RESIDENCE 1 ' x Std. WALL - ALUMINUM TUBE CLIPPED MULLION - L.M.I NOA # 06- 0125.06 (C - 10) ANCHORS: TYPE 'A' (C - 10) USING 1/4" TAPCONS(WITH 1 -1/4" MIN EMBED) /SS4 CRETE - FLEX(WITH 1 -3/4" MIN EMBED) INTO CONCRETE. 2 -1/2" MIN EDGE DISTANCE (1) ANCHORS ON EACH CLIP OF THE MULLION TOTAL (2) AT EACH END ANCHORS, AS PER NOA # 06- 0125.06, ARE OK BY INSPECTION NOTE: MK 'A' IS O.K. BY INSPECTION • PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A — "U" CHANNEL AND INSTALL AS SHOWN POT 1 x MULLION --- TOR 1" MULL POT 1 x MULLION TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" SEE NOTES 2 & 3 - MIN #12 FH SMS' ^ ''`^� STAGGERED ON PGT 1x MULLION —1" OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH ( WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 ,i CONCRETE /12 SCREW, SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL TMULLQN TO STRUCTURE WITH NOTES: WOOD BUCK, DETAIL "B " 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR T /4 "" _SS4 CRf.I„F -FLEX M4S(2ba'Y SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1 IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4° CRETE -FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND , ,PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • 1 SEE NOTE 1 PGT 1 x MULLION— Robert L. Clark, P.E. PE #39712 Structural r _ rt . TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. DETAIL "C" 2 MIN. 2-11(TYP) 1B(TYP SEE NOTE 1 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 WOOD r - BUCK (TYP)1 �1(TYP SEE f NOTE 1 WOOD BUCK 2" OR 4" Roved By Bahr F K. 530/06 Roved By Dot F.K. 5/8/06 Omen By: Dote: P.J.P. 4/28/00 Description: Title: Sariee /Mad.; MULLS 2" OR 4" 2 MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 MASONRY ANCHOR, SEE NOTES 1 & 3 ReHefone: 0- MODIFY NOTES 3 & 5 Revisions: C — ADD EMBED. DETAILS rKOOUCT I NEWLD as ammpA�.W tb RMrth M. 1 - Oi st7 Itspirobe 1" STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Scab: Sheet: Droving No. NTS 2 of 5 6220 R • CLIP LENGTH FOR lx M MULL SIZE 1 x 2 x 1/8 1 x 4 x 1/8 a 1" MULL CLIP (CI IF TO OPENING) EX TRUSION DWG #1099 CHART ILL A ' 1 11/16 3 11/16 L 4MAX. 4 MA A/2 L A � LOCATIONS 1 - NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • -MIN. TYP.1 -MIN. U - MIN ! 1�1 TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS (3)EQ. SP. (A -3/4)/ ff INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 LA1 O ONE (1) ANCHOR LOCATION $ MIN J A O THREE (3) ANCHOR LOCATIONS Retoo k .I. Roved By: F.K. Drown By P.J.P. - -BMIN. TYP. TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS Dat 5,30/06 58/06 Dote: 4/28/00 Series /Model: MULLS Scab: NTS Revisions: D — NO CHG THIS SILT Revisions: C — REVISE SPACING Deecriptian: 1 " STD. WALL, ANCHOR LOCATIONS rdle: ALUMINUM TUBE CLIPPED MULLION Shoot: 3 or 5 rMDDUCr RENEWED wpgeq with Is Flail► %Idles Code Aeoytm No Nitalbe (honing No. 6220 Rev: D 1-MAX. Robert L. Clark, P.E. PE p397l2 Structural NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAIL: 6063 -T6 Robert L Clark, P.E. PE /39712 Structural TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 1529 NOKOMIS, FL .34274 Ti W: 1 _ - (TYP) i Rerod Da Rovloione: F.K.. 1/9/06 8 -NO CHG. THIS SHT. R.r d a Oaf : Reviaione: F.K. 5,8/O6 C -NO CHG THIS SHT Drawn ar DoN: P.J.P. 4/28/00 Description: 1" STD. WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION SnNo/ iodot: ScoN: Swot: Drawing No. Rev: MULLS 7X 4 a 5 6220 D • • CHART 1. -1 x2x.125 QTY, & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 150.62 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 129 83 70 57 41 35 30 23 20 18 50 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 60 (2) A (2) B (1) B 115 73 61 49 35 30 26 20 17 15 60 (2) A (4) B (3) B 170 170 160 145 120 102 94 75 60 50 35 32 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 105 90 83 65 53 43 30 28 80 -. (2) A (2) B (1) B 104 63 52 41 29 24 21 16 (2) A (4) B (3) B 170 170 170 170 170 0.170 17 143 128 115 95 81 74 59 47 38 27 24 90 ' (2) A (2) B (1) B 103 61 50 39 27 23 19 90 (2) A (4) B (3) B 170 170 170 162 134 119 106 35 24 22 100 (2) A (2) B (1) B 103 61 49 22 18 100 (2) A (4) B (3) B 170 170 112 100 49 39 32 22 20 110 (2) A (2) B (1) B 103 61 49 38 25 21 18 OPENING WIDTH IN INCHES ('80 110 (2) A (4) B (3) B 170 170 108 96 77 65 60 46 37 30 20 19 120 (2) A (2) B (1) B 103 61 49 38 25 20 17 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 74 63 57 44 35 28 19 17 130 (2) A (2) B (1) B 103 61 49 38 26 38 25 20 17 CHART 2. x4x.125 130 (2) A (4) B (3) B 170 170 170 157 122 106 92 72 61 55 42 33 27 18 16 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (4) B (3) B 170 170 170 158 127 170 157 124 170 157 122 106 92 81 69 63 87 74 68 71 59 53 53 43 40 31 24 16 r Vertical Mull \ Horizontal Mull Opening Width Li I Mull Length -- ' Multiple Mulled Units Opening Width Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: i A. ELCO " TAPCONS, EMBED. (1 1/4") OR 1/4 ° SS4 ^ CRETE —FLEX, EMBED. (1 3/4") B. 12 SCREWS --_ —^"" 5. SEE ANCHOR SPACING DETAILS SHEET 3. Robert L. Clark, P.E. PE #39712 Structural TO BE USED ONLY _r_ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM15, FL 34274 WITH PCT INDUSTRIES PRODUCTS R.vsd By: 'Mood By: F.K. Drawn By P.J.P. Description: 530/06 5,8/04 Oat.: 4/28/00 Sens /Model: MULLS Scaler NTS R.vb D -NO CHG THIS SHT Revision: C- MARKED CHANGES 1" STD. WALL, PRESSURE CHARTS 1 & 2 TRW ALUMINUM TUBE CLIPPED MULLION Shoe: 5 of 5 Drawing No. 6220 Rev: D 0 WINDOW MK WINDOW WINDOW ZONE GLASS TYPE P (PSF) Pall. REMARKS # WIDTH (IN) HEIGHT (IN) + - ( +) PSF ( -) PSF E 19.125 11.375 5 A OR B 49.8 66.7 80.0 I 80.0 O.K. • AL- FAROOQ CORPORATION CAN (EB) # 3538 FAB INTERIOR & EXTERIOR INC WEBER RESIDENCE NOA # 08- 1112.10 SERIES "PW - 701" ALUMINUM FIXED WINDOW - L.M.I GLASS TYPE AORB: FOR GLASS SEE (C- 12 &14) ANCHOR TYPE '3' OR '4' 1/4" TAPCONS /SS4 CRETE -FLEX (C - 15) THRU 1BY WOOD BUCK INTO CONCRETE. 1 -3/8" MIN EMBEDMENT INTO CONCRETE INTO WOOD STRUCTURE 1 -3/8" MIN EMBEDMENT 2 -1/2" MIN EDGE DISTANCE HEAD /SILL: 8 -1/2" FROM CORNERS & 12 -3/8" O.C. ANCHORS OK PER NOA # 08- 1112.10 JAMB: 8 -1/2" FROM CORNERS & 7 -1/2" O.C. ANCHORS OK PER NOA # 08- 1112.10 (C- 12 &14) (C- • • `3/16" ANNEALED OR HEAT J . STRENGTHENED GLASS 7._.y — Oo 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1144 44 7.711F-11.. 4444 F.K. 4N07 S NO CHANGE THIS SHEET F K 12/154.1 A NO CHANGE THIS SHEET S.nM DNA, Lamm r9 reef F.K 7711473 7/16" LAMI GLASS NOMINAL `I ' x/16" ANNEALED OR HEAT STRENGTHENED GLASS .Q90 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE R 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR -S 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 1070 TECHNOLOGY OKIVE GLAZING DETAILS NOKOMIS. FL 34275 529 ALUMINUM PICTURE WINDOW, IMPACT PO. BOX 1 NOK(O IS FL 31274 11/16" NOM GLASS BITE Vey BC17rr P715701 F! ft."' ULL 2 12 l 4259-4 I B PRODUCT RENEWED a. amPORNI Bran Calk 1�" /Wan Lz$.i0 A�y2 o m.rl.. 1w PRODUCT HSVLSLD amplyl.I 144 0.4 deride 044% Cede Aarl:4u a N. ErPMDer Bute • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. • EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX AREA = 31.99 SQ. FT. 96" MAX. 48" MAX. P.O. PDX 1571 NOKOMS. FL 31774 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48 "X96" NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 070 TECHNOLOGY DRIVE NOKOMB a 34371 ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. ementre QUARTER CIRCLE MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48"X96" OR MAX. AREA = 31.99 SQ. FT. P FLANGED ELEVATIONS �� ALUMINUM PICTURE WINDOW, IMPACT Visibly Bssas+ •r*"" awe Dwy PVP701 11":". TS I 3 - 12 4259 -4 1 ARCH. MAX. SIZE = 48 "X96" OR MAX. AREA = 30.28 SQ. FT. .Q000Cr IIENEWU) Y semPbvl wM W 1Usi/e W 2• e ■�,.r..N.t91?y PRODUCT REVLSFD seemptying wily W Florid* "Min Cede Astepilta Ne Ilispinathe Oft Robert L. Clank P.E. PE 136712 Sbuoyer 9 • C B,D AREA A 93.000 96.000 11.88 SOFT. +80.0 -80.0 12.96 SOFT. +80.0 -80.0 14 05 SOFT +80.0 I -80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 -80.0 14.17 SOFT. +80.0 -80.0 15.47 SOFT. +80.0 1 - 80.0 16.76 SO.FT. +80.0 -80.0 +80.0 -80.0 18.06 SOFT. +80.0 -80.0 +80.0 -80.0 19.36 SQ. FT. +80.0 -80.0 -80.0 +80.0 -80.0 20.66 SOFT. +80.0 80.0 +80.0 80.0 +80.0 -80.0 21 96 SOFT. +80.0 -80.0 +80.0 80.0 +80.0 80.0 16.46 SOFT +80.0 -80.0 17.97 SQ. FT. +80.0 I -80.0 19.48 SOFT. +80.0 I -80.0 +80.0 -80.0 20.98 SOFT. +80.0 -80.0 -80.0 22.49 SOFT. +78.0 -78.0 +80.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ.FT. +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 25.51 SO FT. +71.9 +80.0 +80.0 -71.9 -80.0 -80.0 18.75 SOFT. +80. -80.0 20.47 SOFT. +80.0 I -80.0 22.19 SOFT. +79.3 I -79.3 +80.0 I -80.0 23.91 SO.FT. +74.5 -74.5 +80.0 -80.0 25.63 SOFT +70.0 -70.0 +79.1 -79.1 +80.0 -80.0 27.34 SOFT. +65.5 -65.5 +74.0 -74.0 +80.0 -80.0 29.06 SOFT. +63.0 -63.0 +71.2 -71.2 +80.0 -80.0 19.38 SOFT. +80.0 -80.0 21.15 SOFT. +80.0 1 -80.0 22.93 San +78.0 I -78.0 +80.0 I f -80.0 24.70 SOFT. +73.1 -73.1 +80.0 26.48 San'. +68.4 -68.4 +77.3 80.0 -77.3 +80.0 -80.0 2826 SO. FT. +63.9 -63.9 +72.2 -72.2 +80.0 -80.0 30.03 SOFT. +61.5 -61.5 +69.5 -69.5 +80.0 -80.0 20.00 SO. FT. +80.0 -80.0 21.83 SOFT. +80.0 I -80.0 23.67 SOFT. +76.8 -76.8 +80.0 -80.0 25.50 SOFT. +71.8 -71.8 +80.0 -80.0 27.33 SQ. FT. +67.0 -67.0 +75.8 +80.0 -80.0 29.17 SO.FT. +62.4 -62.4 +70.5 -70.5 +80.0 80.0 31.00 SOFT. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 -80.0 -80.0 +80.0 -75.8 TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPE S(A /16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B /16" LAMINATED GLASS (3/16"HS, .090, 3/161 C. 1 1/16" LAMI LG., 3/161-IS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW ")r DIM. 49.008 54.500 60.000 65.500 00 71.0 76.500 82.000 87.500 04 11•1 bra F K. 4MV7 FE 12/1SLU r eme F K 7/11N3 GLASS 'TYPE 28.500) 34.000 39.500 AREA A,B,C,D AREA A,B,C,D AREA A B,C,D AREA A B,C,D +80.0 AREA 16.23 SQ A +80.0 FT. -80 0 +80.0 +80.0 80.0 17.32 SQ.FT. 12.87 SOFT. +80.0 -80.0 C +80.0 -80.0 B, D +80.0 80.0 AREA 18.41 SO. FT. A +80.0 -80.0 G +80.0 80.0 3,D +80.0 -80.0 AREA 19.00 SQ FT. 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASTM E 1300412 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. NOTE 1 ANCHORING WITH 012 SCREWS 13.44 SOFT. 14.95 SOFT. +80.0 • WINDOW "Y" DIMENSION -80.0 1070 TECHNOLOGY DRIVE NCN SS. fL 31275 P.O. SOX /525 NOXONIS, R 31274 17 +80.0 45.000 A,B,C.D a +80.0 { -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 AREA 9.70''SQ F•'. ` 11.57 SQ. FT. A +80.0 J -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SOFT. A,B +80.0 -80.0 +80.0 -80.0 -80.0 03 SOFT. 26.33 SOFT. 30.00 SOFT. 15.31 SOFT 15.82 SO. FT. 16.33 SOFT. +80 46.500 48.000 0 I -80.0 +80.0 I •80.0 17.60 SOFT. +80.0 -80.0 18.17 SQ FT. +80.0 31.00 SOFT. 32.00 SQ. FT. F11 -3835 FTL -3835 FTL -3850 FTL -3850 -80.0 NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. vvid y Bias,- FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT ■6•11.. - !i. � - ae+e PW701 I NTS I 5 r 12 4259-4 PRODUCT RENEWED r cewigYU{ wpb Je Flange Acceptance pirwe. ants 14 mow B> �SIn h Robert L. Carle P.E. PE 1135712 Stru4uel --C TABLE WIND. "X"' 3dA1 110HONY WINDOW "Y" DIMENSION 5.0" 46.5" 48.0" 2. 4. 1. 2. 4. . 2. 4. DIN Y X Y X Y X Y X Y X Y X Y X Y 48.1 LBI£ Z1 ruts 9Z L r OL 9/£ ZI 1/1 ZL 8/£ Z 9/£ Zl 9/E Zl1 8/£ Zl 11 8/E ZL 11 9/£ Zt Lt 191 /£ BJ 1 8/E Zt 1 9/£ Zt 91/£ 6 9/E Z1 91/£ 6 8/£ ZL 11 t1 we ZI I 8/£ Z1 11 8/£ Z1 Z./1 11 9/£ Zt 1/1 11 11 1/2 12 3/8 9/£ ZL ZL 9/£ Z1 Zl ZL 54.; 9/9 01 IZ/I G 1 9/9 Ol 01 9/901 1/I ZL 9/901 4/1. 9 9/901 1 9/9 cu. I [ 9/S 01 11 9/S 01 11 9/S 01 1I 1 91/£ 61 1 9/9 01 1 9/S 01 1 91/£ 8 9/S 01 91/£ 8 9/9 01 L1 I Lt I 9 /S 0l1 8/S 01 LI 9/9 01 VI 11 9/9 01 VI 11 9/S 01 VI LL 9/S 01 I. B/9 01 Z1 I z1 I 60.1 Z17 1/I I I [ ZL O1 Z1 VI ZI 4/1 9 ZL z1. 1 ZI T 11 Z` 11 Z1 11 1 91/C 61 z1 z L 91/£ 6 9/S 8 91/£ 6 Z1 11 1 LL I tits 9/9 6 11 Zt VI 11 9/S 8 Z/1 11 9/9 8 1/t It Z1 9/S 8 Zt Zl I 65.: 14/E 01 1.1/1_ L 1 4/£ 01 01 ] 4 £ 0171 Z/t Z1 4/£ 91 4/t 8 4/£ 01 4/£ 01 ►/£ 01 Il 4/£ 01 11 WE 01 11 191/C 61 14/£ 011 93/16 10 3/4 91/91 9 91/£ 6 4/E 01 11 I in 1 4/C 01 I 91/91 8 11 4/£ 01 VI 11 4/C 01 VI LI 91/91 9 Z/t Lt ►/£ 01 ZL 41£ 01 Z1 I ZL 71.i 91 /£L LII ZIt I I 91/£1 11 I 91/C1 111 IZ /IZ1J 191/C1111 4I1 9 91/El III 191/91 III 91/91 111 11 91/£1 II II 9/1 8 11 I_ 91 /£ 6 I 191/£1 11I 91L 8 91/£ 8 911 6 91 /£ 6 91/£1 11 IL I II I 1 811 I 9/1 8 1 11 91/£1 11 VI 11 9/1 6 VI 11 91/1 9 Z/I 11 91/91 11 ZL 9/1 6 ZI I 76.; 4/£ 01 I Z/L I 4/£ 01 0 1 I / 01 ZlI Z1 ►/£ Ot 448 ] L►q I►/£011 WE 01 11 WE 01 11 4/I 8 LI 91/£ 8 1 14/9 ►/£ 01 91/£ 6 4/t 6 91/£ 6 4/£ 01 II I 11 I 1 4/I 81 4/l 6 L 11 4/E Ol J VI 11J 4/I 6 V1 11 4/1 6 VI II 4/C 01 ZL_ 4/1 6 L z1 ZI 82.0" 91/11 11 IuI 91/11 111 01 I 191 /1I 111 VI ZI 91/11 11 L 9 191/11_111 191/11 111 191411 111 11 J 191/11 Il 11 I 01 LI 1 91/£ 8 1 191/11141 Ot 91/£ 6 4/E 9 91/5 8 1 9_1/11 11 IL I in I I 01 I 14 /£ 9 11 91/11 tI VI 11 4/£ 9 VI 11 419 9 ZR IIJ 91/11 11 ZI 14 /£ 9 I Z1 Z1 87.5' O.C. 915 Z1 I zit. LI 9/S Zl 01 [9/9 Z11 Z/1 Zl I9/9 Z1 [WI 9 8/9 ZL a [91/£1 011 8/9 Z1 11 I91/£l 01 11 191/16 l 11 191/£ 6 1 I 9 /9 Z1 191/C1011 [91/£ 91/1 9 91/5 6 191/£1 011 L It ] I in I I 91/L 6 [ 91/1 9 I l 11 I91/£t 011 l VI 11 ] 1 91/1. 6 VI I L I91/19I Zit 11J 1 91/51 01 Zt 91/1 9 I ZI Zl 83.0" O.C. 9/9 11 I Z /1 1.1 9/9 11 0I_ 9/9 in I Z/t Zt 8/S 11 4,1 91 9/9 11 a 1 9/1 01 9/S 11 LL I1 ] 9/S 11 11 1 tt 1 91/5 6 1 9/S 11 1 9/1 01 91/£ 6 6 91/C 8 9/9 11 11 I II I a 9/1 9 LI 9/S 11 Z/L 11 V1 9/t 9 I VI 11 9/1 01 Zl I6 f zt z1 86.0' O.C. Z/ _ l I uIL I ZI l Z1 I Vl et.] ZL I 4n. 9 I L ZI I a 1 10 1/2 ZL II 1/101 LL 9/£ 6 11 1 914E 6 I Zl I 1/1 01 I 91/9 8 [91/1 9 91/£ 6 Z/I OL LI LI 1 91 /1 9 I 11 VI 01I VI /1 9111. 8 1 VI 11 91/1 9l VI II l ZR O t L ZI l 91//. 8 1 f Z1 Zl • • NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: o...e7 F.K MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8' O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: e Pe. - Aii a.r 7/145273 P.O. SOX 1529 NOKO IS.. FL 34274 1.2•T Visibly Better 1r. F DIM. �— -- "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W THIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2' FROM ANY CORNER. > y Door - 7hw✓U Der — tom TECRNOLOOY DRIVE 7.K 44527 NEW SHEET NOKO/MIS. FL 34275 ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PW7OI I NTS 1 11 > 12 I n•••r 4259 -3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) . 1_ ELAQ,REW 1G5) CI 1/4" ELCO TAPCON '4. 114" ELCO SS4 CRETEFL 5. 5/18C0"TAPC 9 M00007 RENEWED r idi pyi *R . ilh the Florida i CuJ1 Amapa.., Nu af _ � tl I Z. 10 2 i 1g1 Ii Mire ohlaks nwoucratvwao masagibias Maio RAY Ae.0ee4e W • -� ' Da* :, MIF' 2009 P dat cram/ 0 WINDOW - PANEL MK WINDOW WINDOW CONFIG AREA/PANEL P (PSF) Pall. REMARKS # WIDTH (IN) HEIGHT (IN) FTA2 + I - ( +) PSF ( -) PSF F 72 80 OX 20.00 49.8 I 54.0 60 I 60(*) O.K. • AL- FAROOQ CORPORATION CAN (EB) # 3538 FAB INTERIOR & EXTERIOR INC WEBER RESIDENCE NOA # 09- 0826.10 SERIES "SGD - 770" ALUMINUM SLIDING GLASS DOORS W/WO REINFORCEMENTS - L.M.I GLASS TYPE 'G3' : 3/16" H.S. + 0.09" DB PVB + 3/16" H.S. (C - 17) GLASS BITE : 3/4" MIN (C -1) (C -18) (*) UNREINFORCED STD. STILE & STD ASTRAGAL ANCHORS: (C -19) 1/4" DIA ULTRACONS /SS4 CRETE-FLEX THRU 1BY WOOD BUCKS INTO CONCRETE /MASONRY 1 -1/4" MIN EMBED INTO CONCRETE/MASONRY. WITH MED SILL RISE 2 -1/2" MIN EDGE DISTANCE OR 1/4" DIA ULTRACONS /SS4CRETE - FLEX DIRECTLY INTO CONCRETE /MASONRY 1 -1/4" MIN EMBED INTO CONCRETE /MASONRY. 2 -1/2" MIN EDGE DISTANCE HEAD /SILL: (2) AT CORNERS. 8" FROM CORNERS & 24" O.C. CLUSTER OF (4) AT MEETING RAIUASTRAGAL ANCHORS OK PER NOA # 09- 0826.10 JAMB: 6" FROM CORNERS & 14" O.C. (5) PAIRS ANCHORS OK PER NOA # 09- 0826.10 • • • • • 48•413 / akii 3/4" NOM. GLASS BITE EXTERIOR 7/16" LAMINATED GLASS TYPES G3 EXTERIOR Aiwialna 3/16" HS GLASS .090 DBPVB 3/16' HS GLASS 7/16" NOM. /4' HS GLASS .090 DBPVB 1/4" HS GLASS 9/16" NOM. Ap.a1r SAC 11/111/00 A PER IMAM DADE COMMENTS balm kr. op. far mM SMC 08/06/09 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A ?Wt rECHNOLOGY DANE NOKOMIS, 1130225 P.O. ilOX 1320 NOKOMM R 34274 EXTERIOR EXTERIOR 3/16' HS GLASS .090 SGP 3/16" HS GLASS 7/16' NOM. 7/16" LAMINATED GLASS TYPES G4 3/4" NOM, GLASS BITE 1/4" HS GLASS .090 SGP 1/4' HS GLASS 9/16" NOM. 3/4' NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A 01M.M. GLAZING DETAILS FIfld • es cemplyiree wide I),. Itauell rude IM M4AA NOAli Miami Doke NAM dew°. je, WiAmel -----°4111"111441 p.MS 44/' Ae 49 * CC TE OF • 9.1.2 :494" , • s • ....... "%, SE RIES 770 ALUMINUM SGD - LMI ............... 11.6.1mt Owls aim ommoiie • Robot J Amami°. P E 800770 NTS 5 0 23 PGT0002 A PE 049752 I DESiGN PRESSURE AND ANCHOR ACE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL H & TAPCON" SHEET TABLE 1. > HEAD li SILL (K5S) INTERLOCK > JAMB ANCHOR QTY RLHOOK G5- 7IWH "LAYNATEDIG.O- (:3176' G4.4 - 7 /16'LAMW4T6D I GU. - (1 STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANZHOR QTY. 0 TEMP. /AIR /317 HS. / I tI 3/16* HS.) /4 "TEMW IAR /3/16'RS. 7 FV8 /3116'HS.) O Anchor Types: -GR QTY. PER PANG- (G6) NOTES 1 & 2 ON S, 1. LTRACON(FOfdAERLY 3)'5/16 U I NACON 4) '012 STEEL SCREW ' SEE AN:x10RAGE UNIT HEIGHT /-�, + 46.67 PSF 80 ` 84 90 ( 96 NOM PANEL WIDTH FRAME SIDE F INOO L L ONOO - E [2, 4 - WOOD ONOO'L'l ONOO OOOM 1, 2 -CONO ONOO 000M - b'L ONOO j) ONOO - E mom -b'L GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60,0 +60 -60.0 +60 -60.0 24 I H &S C4 +1 C4 +1 C4 +2 C4 +1 C4+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 -60.0 +60 -60 0 +60 -60.0 30 toyay. H &S C4 +1 C4 +1 10 C4 +2 10 04 +1 10 C4 +1 10 C4 +2 10 1 C4 +1 10 C4 +1 10 C4 +2 10 C4 +1 10 C4 +1 10 C4 +2 10 JAMB 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE € 3. q 5, 5A -60 +60 -60.0 +60 - 60.0 +60 - 60.0 �� r 4A4 I)V H &S C4 +1` 4 +1 C4 +2 C4 +1 C4 +1 y r C4 +2 C4 +1 C4 +1 04 +21 C4 +1 C4 +1 C4 +2 JAMB 100 5 10 5 10 5 10 5 10 ' 10 5 S 10 5 10 5 10 5 10 5 10 5 10 6 P -HOOK GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 42 41O4Stfy 1-186 C4 +1 10 C4 +1 10 C4 +2 10 C4 +1 10 C4 +1 10 C4 +2 10 C4 +1 10 C4 +1 10 C4 +21 10 C4 +1 10 C4 +1 10 C4 +2 10 JAMB P-HOOK 5 _ 5 5 5 5 5 6 6 6 6 6 6 GLASS TYPE - 3. 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 „,, ---�• C 48 s$oy7uy el &S C4 +1 04 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 .+ 10 10 10 10 10 10 P 5 5 5 6 6 6 6 6 6 7 7 7 TABLE 1A SILL HT. VS POS. DP SILL IiISE ( +) DESIGN I- GHT LOAD FLUSH 1 -1/2" WA LOW 2-1/2" + 46.67 PSF NED 3-1/4" + 60.0 PSF IIGH 4" + 60.0 PSF SEE NOTES 1 -3 • POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 /4 SILL. 2. WHEN USING THE 2 1/2" SILL POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3. 4'. 3 1/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Amite o.Y *mom u.a is P.I. Norrboa SMC 01A6110 0 PLR MIAMI LAM CCYB9:N1S Tf 7ld ar, stmt 3110 /IMAM A PER INNS MOP CL>1WEN76 Aetrk Jr. Or.st. am SMC Otl/05/06 070 TECHNOLOGY LANE NLKO IS, FL 3427$ P.O. BOX 1079 NOKOMM FL 34274 = EXAMPLE ON SHEET 10 • DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" EXT 90° OUTSIDE CORNER DP AND ANCHORAGE STANDARD ASTRAGAL STANDARD STILES 90° INSIDE CORNER r OH LENGTH �y OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 L �I OR GREATER 0 SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI Y..e.et 11 c Yet tielttb M SO0770 NTS 7 " 23 PGT0002 B AR RY R Y FTI: I I C 4. 1:PR `L ° WFr E r 'o D ,BFI Apgevsd as eMOPlyicy wadi as FNMA!, CWe B5M c6 wAA 17 2010 NOA3 0 0 .7 •FM Mimi Dods Mimi gin I. Oes4d 111. -L ,,pIIASUg4 , NA Ap MES ,4 1 ` �4N3 s .e GE A/67' AP Cr . No 9752 - ' 1� * b I Robert J Amoroso. Pb PE 449752 F5 T>+t hT1T710CCAR'T2M17477 4AX. I • I • �• • • 4AX " i " ■ • . MAX. = =FRAME ANCHORS • = P-HOOK ANCHORS MAX ". . • . . = • • • . 6' M • 10' • • • • • • 10"MAX. MAX 3' 3' 21 MAX, • 6" Mi • _ ". -•-I } • • { . 8" MAX. TYP� ° -...— • • ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4• ELCO ULTRACON (FORMERLY TAPCON) 2) 114' ELCO SS4 CRETE -FLEX 3) 5116" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 -3, SHTS. 7-9: 24' MAX. O.C. EAD &SILL.] JAMBS & P- HOOKS... 6' MAX FROM BOTTOM AND 21' MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. .L- 0 • R EXTERIOR 3.5" TYP. I r INTERLOCK CENTERLINE TYP. SAC OIAI3/10 S KN MNMI DADA CC:MMENTS "..r 5* SMC 1 /15W A Nil WAY 34DECO5lM NtS Lhxxo 0 G."wa1. Ow� s64c nlosue N:4 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11 -12. ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL 8' MAX 3.5' INTERLOCK SEE CLUSTER CET., SHT. 11 ASTRAGAL CENTERLINE CENTERLINE BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK. 2.04" `}_� r �.� t� _ 8" MAX. " H I � Ty. 3.5' 3.5' 24" MAX. O.C. 3. ' I EXAMPLE OXX ANCHORAGE PLAN: C4 +2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL TYP. I (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE — — C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW 2 C4 2 C4 2 C4 2 SEE CLUSTER DETAILS, SHT. 11 (7) P -HOOK ANCHORS INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 12 6' SEE NOTE BELOW fi 14" 6' SEE CLUSTER DETAILS, SHT. 11 OJ 1070 TECHNOLOGY DRIVE NOKOM IS, FL 34275 P O SOX 1029 NOKOMIS, FL 34274 tom- 8' MAX. l ' o NOTE: SEE DETAILS S & TON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS 0•00".1. O.C. EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE ; II.11 3.5' 2.04" TYPICAL JAMB CLUSTER FOR DETAILS M. N. 0.P.08R T ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING • YMY.,, Ia4 ar prryar 500770 NTS 10 . 23 PGT0002 6958 InaS84FII S[ I 1 4.051" MIN. O.C. STE p'•Rn4MI CNSF Fl 9 EXTERIOR A•Aw•d as wppdywiY Y• Cad" 41r 44. 173010 NOAH -pa 4.42 Miami °•ds h• twoi Porto I tt tt tt AMES 4,! �'. EN BFii 9i i STATE OF •al S '�� O R t 0 I',, ,O ,,, R°0"rf Nnww,o, P.E. PE *8752 • MIAMaDiADE COUNTY • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinRcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 Division. 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 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 # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. 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 Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FM- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per Product Control Ex *� r NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per - E. Product Control E . ii i er NOA No. 07 1 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 anuel ' P.E. Product Contr. ner NOA No. 1 • 1.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS LAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8 " ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" 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 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. . 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 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. 13/16' LAMI IG: (1) LITE OF 1l8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG; (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. RAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. EFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL -4647, FTL -4648, FTL -4649, FTL- 4650, FTL-4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL ERIES/MODEL DESIGNATION 511700, ALSO REFERRED TO AS SH701. Orr `tT:r 11/1306 M 1/24100 9/1/05 ++� (HATE S T Q 7: — AUO GLAarnpra 1070 TECHNOLOGY DANE 8 TO NOTE 1. G AZIts OPTIONS NOKOMIS. FL 34276 A ADD F7L-4723 TO NOTE 7. P.O. BOX 1529 a,.n:e J.J. 2123477 NOKOMIS. FL 94274 Ific;,_11" Visibly Benny GENERAL NOTES 1 ALUM. SINGLE HUNG WINDOW, IMPACT NTS are 1 d 11 I em+oa 4040-20 B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Arda Ac a NN. 9 - 03 p4albn We ./ a 7 Robert L. Cark P.E. PE 939712 Structural 1.G 6. F 8.S F.K F.K i F.K L 2. CONFIGURATIONS: "OX" (1 /1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 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 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. ®7. R 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). • O 41 0 t w,81 or 82 46 0 6,87,88 or 92 70 rr.rlHr 00: U Osoollow 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2' NOM. GLASS BITE 1 1/2" NOM. GLASS BITE F K. 11/13.96 8 ADO ITEM 82 TO 5,141 LAM LO. GLASS (AA,A) 6 LAMI ID NOTE AN•18, rr 4lwerrr F.K WAVE A NO CHANGE MS SHEET '61 or. Neer* or"� F.K. 9/11/06 J.J. 213.97 • ff 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" NOM. 1070 TECHNOLOGY DRIVE NOKOMIS, H. 34216 P.O. Bbl( 1620 NOKOMIS, FL 34214 ViEr 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Viably BtO" Samoan s,, x Full 2 11 4040 -20 • ■ NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR E> (ALL SECTIONS) 3 / / 7 Robert L Clark. P.E. PE 4040712 StrucWral • 1!1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WIDTH 48" 60" 52" 63 1/8" UP TO 53 1/8" GLASS TYPE A,B,M A,B.M A,B,M A,B,M1j 63" 66" WINDOW HEIGHT 70" 72" 74" 76" +80.0 +80.0 +80.0 +78.2 -80.0 -80.0 -80.0 -80.0 C,RE,F,G,H,LJ,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 +80.0 +80.0 +80.0 +80.0 _ +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +80.0 +77.3 +75.4 -80.0 -80.0 -80.0 -78.2 +80.0 -80.0 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -80.0 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 TABLE 1. +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 STANDARD VIEW 8. RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WIDTH 48" 60" 52' 531/8" 1UP TO 63 1/8" GLASS TYPE A.B,MA A,B.MA\ C, D, E, F. G, H, I,J,K,L 38 3/8" 44" 60 5/8" WINDOW HEIGHT 63" 72" 74" 76" +80.0 +79.9 +76.9 +80.0 +80.0 +80.0 +80.0 _ +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +75.0 +80.0 -80.0 -79.9 -76.9 -75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70. -68.0 -70.0 +70.0 +70.0 +68.8 +66.7 +70.0 -70.0 -70.0 -68.8 -66.7 -70.0 TABLE 2. +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.6 -65.5 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS TABLE 3. WIDTH I GLASS TYPE 53 1/8" I D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH ■ 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 22 11/16" 28 3/16" I 33 3/4" +80.0 -80.0 1 +80.0 I -80.0 +80.0' -80.0 80.0 -80.0 39 5/16" 1 44 13/16" l 60 3/8" +70.0 -700 +700 -700 +70 0 -70 +7 .. . . -70.0 65 15/16" +70.0 { -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A, 090,1/8"A) B 5116" LAMI- (1 /8"A, 090,1 /8"H5) C. 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) D 7/16" LAMI - (3/16 "A..090, 3/16 "A) E. 7 /16" LAMI - (3/16"A..090, 3/16 "HS) F. 7/16" LAMI - (3/16"HS,.090, 3/16 "11S) G. 13/16" LAMI IG - 1 /8"1 AIR SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1 /8 "1 AIR SPACE, 5/16" LAMI I 13/16" LAMI IG - 1 /81HS, AIR SPACE, 5/16" LAMI J. 13/18 LAMI IG - 1 /8"HS, AIR SPACE, 7/16" LAMI K 13/16" LAMI IG - 1 /8"1-IS, AIR SPACE, 7/16" LAMI L 13/16 LAMI IG - 1 /8"1-IS, AIR SPACE, 7/16" LAMI M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - - (1/8 "A, 090,1/8 "A) - (1 /8"A,.090,1 /8"HS) - (1 /8 "11S,.090,1 /8 "HS) (3/16 "A,.090, 3/16 "A) FTL4847, 4648, 4723, 4957 FTL-4647, 4648 FTL4647, 4648 FTL4645. 4885 FTL-4645 FTL-4645 FR -4646, 4723 FTL -4646 FTL -4646 FTL- 4649, 4650 (3/16"A,.090, 3/161 -IS) FTL-4649, 4650, 4958 - (3/161HS,.090, 3/16 "HS) FTL4649, 4650 (1/8 "A,.090, 1 /8 "A)* FR.-5063 eediew 3�%/4 4,.1,r�'F7 AO(ES -A.d 11/13/6 6r i RFV88E0 01/670/1 FUP AATDP8. ADO Kr FIR. L� MB. 0A7E TEST F . K . 1/24/09 A ADO F7L4723 TO GLASS TYPESAAND G. FK 8/1/75 J.J. 2/2307 ,070 TECHNOLOGY ON# NOKOW8, FL 91276 P.O. BOX 1629 NOKOMIS, R. $274 GT' v bd Betpr DESIGN PRESSURES NTS 13 • 11 "0" NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE E SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.® ALUM. SINGLE HUNG WINDOW, IMPACT YYYK i "� f" •..- s ��6riNY 4040-20 SASH SASH T. MINUS SASH HT. SASH • 3 4/ Robert L. Clark, P.E. PE 638712 5tnrJwW VERTICAL DAYLIGHT OPENING FIXED LITE LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 41 5/8" 41 114' C 41 1/4" ' 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16' B 27 7/16" 27 1/8" C 27 7/16" 271/8" D 16 3/8" 153/4" E 16 3/8" 15 3/4" TABLE 5. • SEE DLO TABLE Rowel Or 9r F .K. F.K SEE DLO TABLE SEE DLO TABLE (MAX.) 46 SJ8' MAX. FIXED DLO (ALL) SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 8 DETAIL D VIEW (CUSTOM SASH) 53 1/8' MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH alik D 175" MAX. I.F. A HEIGHT SEE DLO TABLE L MAX. FLANGED HEIGHT 38 /16" MAX. SASH SEE DLO HEIGHT TABLE 20" SASH HEIGHT 76" MAX. I.F. HEI T SEE DLO TABLE 76" MAX. FLANGED HEI HT I I/LIMO 8 ADD INTEGRAL FW (I.F.) VERSION, GIG. NOTE a ADO NOTE 4 1/408 A NO CHANGE THIS SHEET ad 9.Y W1 A5 J.J. 2/73107 i SEE DLO TABLE X • DETAIL B VIEW (STANDARD SASH) 1070 TECHNOLOGY DRIVE NOKOMIS. PL 34278 P.O. BOX 1fB9 NOKOMIS. R 34274 E� DETAIL E RADIUS TOPACUSTOM SASH.) I 75" MAX. I.F. HEI T 20" SASH HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. JA 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Vcrlbb Rena 75' MAX. I.F. HEI HT SEE DLO TABLE 76" MAX. FLANGED HEI T 78" MAX. FLANGED HEI HT ELEVATIONS SEE DLO TABLE r rnr ■TS 4 • 11 DETAIL C RADIUS TOP STANDARD SASH) ALUM. SINGLE HUNG WINDOW, IMPACT mow,. 4040 -20 75" MAX I.F. HEIGHT 76" MAX FLANGED HEIG P NWDUC r NEV/SD ▪ e".rywr.r 9>r Mi ■+Hsi Cede Acceptant N. / - 0 bG .J Rab.A L. Cork. P.E PE #39712 Structural 24// • MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING I + --- 2.784' 7,8 OR 17 2.946 HIGH SILL 2.330 LOW SILL OUTSIDE WI/VS RI- J.J. SECTION B -B (LOW SILL SHOWN) INSIDE SEE NOTE ABOVE ULTRALIFT ONLY /OUTSIDE 2.330" (LOW SILL) HIGH SILL 1070 TECHNOLOGY DRIVE 8 ADD IF. SECTIONS 4 CONSOLIDATE SAL. COMPONENTS N K W8, FL 34275 A NO CHANGE THIS SHEET 2123.07 f P.O. SOX 1529 NOKOMIS, FL 34274 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH INSIDE MAX. VENT DAYUGHT OPENING INTEGRAL FIN (I.F.) FRAME SECTIONS LOW SILL ALTERNATE HIGH SILL P Visa+ BeHec MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A 2.946" (HIGH SILL) ULTRALIFT ONLY softNedie SH700 HEAD JAMB 2.710" ®I.F. FRAME OUTSIDE � I C .,,III 0 SECTIONS n ALUM. SINGLE HUNG WINDOW, IMPACT Hal/ INSIDE OUTSIDE / SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) O.! I Mom. 5 r 11 4040 -20 ROW B NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT {,10,11,15,1) 2.710' PRODUCT REVISED as splyi. m rill is Flsfie Nuidbt Cues Accemates Nu Kea OMs Robert L. Clerk, P.O. PE #39712 Structural MAX HEIGI F.K F.K. F.K • • ITEM DWG# 1 4002A FLANGE FRAME HEAD 3 4003C FLANGE FR/WE SILL (LOW SILL) 15 53 1088 54 2740 ,_-R' Dew FFK 11n3/05 F.K 1/24/08 F.K. 9/1/05 1155 #8 X 1.000 QUAD PN. SMS 1626 ADHESIVE OPEN CELL FOAM PAD 4004 FLANGE FRAME JAMB 4025 SASH STOP 8 4025 SASH STOP (EGRESS) 1.125 LONG 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 11 #8 X.750 PH. PN. SMS 12 BALANCE BOTTOM BRACKET 13 1085 /1086 SASH TOP GUIDE 8 X 1 PHILLIPS FLATHEAD S. STL 1080 -1 BALANCE COVER, 11/16" 4053 SASH STOP COVER 4029 -1 SASH BRACKET 16 17 18 19 21 4054C FIXED MEETING RAIL 23 4006C SASH TOP RAIL 25 1235 WSTP., 170 X.270 BACK, FIN SEAL 26 1096 SWEEP LATCH 8 -32 X1/2" LG. PH. FH. TYPE F S. STL 27 1016 #8X.625PH.FL.SMS 28 4007 SASH BOTTOM RAIL (LOW SILL) 30 1226 WSTP.. BULB VINYL 31 4008 SASH SIDE RAIL 34 1268 SASH FACE GUIDE 35 1622 LAM SETTING BLOCK 3/32" X25/64" X 36 1052 LAM IG SETTING BLOCK 1 "X 3/4" X 1/16" 37 1224 VINYL GLAZ. BEAD BULB (THICK) 38 1225 VINYL GLAZ. BEAD BULB (THIN) 41 40398 GLAZING BEAD, 5/16 LAM GLASS. 42 40448 GLAZING BEAD, 5/16 LAM W/GRILL KIT 44 4222A GLAZING BEAD. 7/16" LAM 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 46 4067 GLAZING BEAD, 13/16' LAM I.G. 47 4071A ERASE, IF. HEAD 48 4072A FRAME, I.F. LOW SILL 49 4073A FRAME, I.F. HIGH SILL 50 40748 FRAM:, I.F. JAMB 52 4009 SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) 55 1014 SCREEN FRAME (HOR. 8 VER.) 56 1630 SCREEN CORNER KEY W/RINGS 57 1631 SCREEN CORNER KEY W/OUTRINGS 58 1073 SCREEN SPRING 59 1624 SCREEN SPLINE -.135 DIA FOAM B ADO ITEM 92. CHG. D€SCRIPTION ITEMS 7,98 13 A NO CHANGE THIS SHEET Or rdlad* JJ. DESCRIPTION 223497 PGr# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 640398 644703 64222 6985 64067 64071 64072 A 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K 1079 TECHNOLOGY DRIVE NOKO►06, FL 94279 P.O. BOX 1529 NOIKOMIS. FL 94274 ITEM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 88 89 90 91 92 Pi GT Visibly Better DWG/ 1635 505 1161 4051A 4050A 86 87 DESCRIPTION SCREEN SPLINE - .135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAM SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 61635K 61816 6533402 706X1 62BV1510 64051 64050 A GLASS 5/16" LAM, (1/8 "A.090 PVB,1/8 "A) B. GLASS, 5/16" LAM, (1/8 "A.090 PV9,1 /8 "HS) C. GLASS, 5/16" LAM, (1/8 "HS,.090 PVB,1 /8 "HS) D. GLASS, 7/16" LAM, (1/8 "A.090 P1B,1/8 "A) E. GLASS, 7/16" LAM, (1/8"A, .090 PVB,1 /8 "HS) F. GLASS, 7/16" LAM, (11811S,.090 PV6,1/8 "HS) G. GLASS, 13/16" LAM IG; 1/8'1-IS, AIR SPACE, 5/16" LAM, (1/8 "A. 090 PVB,1/8 "A) H. GLASS, 13/16" LAM 10; 1 /8 "HS, AIR SPACE, 5/16" LAM, (1/8 "1.090 PVB,1 /8 "HS) I. GLASS, 13/16" LAM IG; 1 /8 "HS, AIR SPACE, 5/16" LAM, (1/8 "HS,.090 PVB,1 /8 "HS) J. GLASS, 13/16" LAM 10; 1/8 "HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3/16"A) K. GLASS, 13/16" LAM IG; 1/8 "HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3 /16 "HS) L. GLASS, 13/16" LAM IG;1/8 "HS. AIR SPACE, 7/16" LAM, (3/16 "HS,.090 PVB,3 /16 "HS) M GLASS, 13/16" LAM IG, 1/8"A AIR SPACE, 5/16" LAM, (1/8 "A.090 PVB,1 /8 "A) 0 47 FRAME, I.F. HEAD ® #4071A, 6063-T6 .062 NOM THICKNESS 71 NTS 2. Ifte 6 s 11 FRAME, I.F. LOW SILL #4072A, 6063-T6 2.374 FRAME, I.F. JAMB . FRAME, I.F. HIGH SILL ®U #4074B, 6063 -T6 #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) .062 NOM THICKNESS PARTS LIST ae. ALUM. SINGLE HUNG WINDOW, IMPACT amb 4040 -20 B PRODUCT REVISED IN COO Mitlr Ro PWI BYidiq Code Aaepaatt No Ewe Min r 2 . 06 2011 Robert L. Clad,. P.E. PE #39712 Structural • • -, MOW Itt L 2.784 1.383� O FLANGE FRAME HEAD #4002A, 6063-T6 .062 3 -446 1.749 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 2.710 1 -.F.-- .062 1.490 I-1.451 --I J O SASH STOP #4025, 6063-T5 2279 1.707 .062 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A,6063HD -T6® #4006C, 6063HS-T6 2.784 2.946 .062 C FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 124A1B A NO CHANGE THIS SHEET ce.areM tr: J.J. 2/2307 .062 2.830 �*�+ 1 UPOATE FRAME-SONNER ASSEAIBIY TO INCLUDE I.F. AND UPGRADE (IFM 21 ALLOY. I - 2.784 68 SASH BOTTOM RAIL #4051A, 6063-T5 • .062 2.838 FLANGE FRAME SILL #4003C, 6063-T6 (HIGH) (LOW) H- 1.513 { 738 2.330 7 SASH STOP COVER #4053,6063 -T5 2.326 --�� 1.979 31 SASH SIDE RAIL #4008, 6063-T5 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 .678 1.096- {+-•.-1 1 0 1 GLAZING BEAD 7/16" #4222, 6063-T5 .678 .050 1.115 I -{ 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) nr SEALANT OR GASKET AT HEAD AND SILL -� 1.165 r l II t Ip 878 7 1.096 { -17 .062 - 4 -1 349 0 GLAZING BEAD, 5/16" 41 #40398,6063 -T5 .050 - .678 1.096 { { GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .050 .683 .050 f I _1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT • SEALANT ALONG ENTIRE JOINT I.F. FRAME PIWDUCT REVISED p complying web Ms Media D.Wiq Cede Aaepr�ce No tiuo DIN k9 6 Robert L. Clark, P.E. PE #39712 Structural WELD ALONG SCREW BOSS (2) ,11 ANCHOR QUANTITIES SUBSTRATE: 4 ANCHOR TYPE ------ FOR 1/1 FLANGED WINDOWS TABLE 6 . WINDOW HEIGHT 28. 603 34.603 40 .603 46.603 52.603 58.603 64.603 76.000 aooM /,£'Z ONOO Z ONOO I. d ooM1 £'Z ONOO Z ONO3 QOOM £Z ONOO a ONOO 300M CZ ONOO ONOO 000M E'Z ONOO Z ONOO 3OOM £'Z ONO3 Z ONOO dooM1 3NO3 l ONO3 1 t 1 000M £'Z ONOO ONTO t WINDOW WIDTH GLASS TYPE 15125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 AB,M 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 AB,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 1 2 2 2 2 1 2 2 1 1 1 2 2 2 2 2 2 1 1 1 1 2 3 2 2 2 2 2 3 1 1 2 2 2 3 1 3 3 1 1 2 2 3 3 32.000 C.D.E.F,G, H.I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 1 2 3 2 2 1 2 3 1 1 1 2 3 2 2 2 3 2 1 1 2 3 3 2 2 3 3 3 4 1 1 2 3 2 3 3 3 4 1 1 3 3 4 4 AB,M 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 1 1 2 3 2 2 2 3 1 1 1 2 3 2 2 2 3 1 1 1 1 1 1 1 1 1 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 221 1 2222 1 1 31 1 2232 1 2 32223232223232323342333343334353344 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 1 2 2 3 2 2 2 3 2 1 2 2 3 2 3 2 3 2 1 2 2 1 2 2 1 2 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2' 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 H 2 2 3 2 3 3 2 3 4 2 2 3 2 2 3 4 3 5 2 3 3 2 2 3 4 4 5 2 3 3 2 4 4 AB,M 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 2 3 4 3 5 2 3 3 2 2 3 4 4 5 2 3 3 2 4 4 44.000 PSF 79 C,D,E,F,G, H,I,J,K.L 2 21222 2 2 22232223232233242333342333342334353334453445 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2, 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 2 3 4 3 5 2 3 3 2 2 3 4 4 5 2 3 4 2 4 5 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 21222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 345463 2 3 2 2 AB,M 2 212 2 2 2 2 212 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 3 4 3 5 2 3 3 2 3 4 5 4 6 2 3 4 2 5 5 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2122 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 AB,M 2 r 212 2 2 2 2 212 2 213 2 2 2 2 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 3 4 4 4 5 2 3 3 2 3 4 5 4 6 2 3 4 3 4 5 • F K :�► -�, 1/13 4::_— ADO D ' , - r ,wa Haas. 1,70 B ADDPAUL MERE ANCHOR WYISRESTRX7EDBYSIZE Aw?# F.K. 1/24A6 A NO CHANGE DOS SHEET AH a.. F 1 . 7I #00 J.J. 2223/07 • 1070 TECHNOLOGY DRIVE NOIHOWB. R NM P.O. BOX 1620 NOWOWB, F136274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/7 MAX. FROM TOP CORNERS 15* MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ® V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2r3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT 0H700 NTS 8 • 11 I �MS 4040 -20 .w: • PNODUCT REVISED ceryl7l.{ wiY Iw MIAMI BreN.B Cede Aec*Or.ce N. Ec Dot ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2 "MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. AABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE1"LESS. 5. DESIGN PRESSURE LIMITATIONS: SUBSTRATE: `, ANCHOR TYPE' - -_ WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 OOOM / £'Z ONOO Z ONOO f L I aooM' E'Z ONO3 Z I ONOO ' L J IOOOM' £'Z ONOO ' Z ONO3 j i OOOM £'Z 01103 ONOO OOOM 1 f'Z 01103 Z ONOO OOOM £'Z 01100 ONOO OOOMI 0NOO Z ONO3 000M £'Z ONOO Z 0NO3 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L. 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 ABM 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2,2 1 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2,3 1 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2,3 1 2 32,000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4 3 1 3 2 1 4 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE A, B,M 1 1. 1 1 1 1 1 1' 1 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4 3 1 3 2 1 4 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. LL 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 1; 1 2 2;2 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 A, B,M 1 111 1 1 1 1 1 1 2 2 2 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2_4 2 3 2 4 4 1 3 2 2 4 3 40.000 PSF 54 79 62 79 C.D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 A,B,M 2 1'1 2 1'1 2 111 2 21,2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 3 TABLE KEY: 44000 PSF 49 79 56 79 79 PRODUCT C,D,E,F,G, H,I,J,K,L 2 1 1 2 1' 1 2 1'1 2 2� 2 2 2 2 2 21 2 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 4 M S DP LIMTED) PSF 117 HEAD ; JAMS ABOVE 3 ) 3 3 � � Yiidim G+ Amway. Ne U • oats ValiGUp ✓ It 1 r,e4.a i A,B,M 2 1' 11;11: 2 2 1 212 22 2 2 2 2 2 3322333 4 2333443343443343443343443354 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48 , 000 53.125 PSF 45 74 51 74 79 79 MTG. RAIL JAMB BELOW f MTG. RAIL_ C,D,E,F,G, H,IJ,K,L 2 11 1 2 t 1 2 1 2 212 2 2 2 2 2J 2 2 3 2 2 2 2 3 3 2 3 4 2 3 3 2 3 3 3 4 4 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5 4 A,B.M PSF 2 1 41 2 11 67 2 111 46 2 2 2 ,2 67 2 2 2 2j2 76 2 3j3 79 2 2 2 2 3 3 2 3 4 2 3 33 2 3 3 4 4 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 3 2 5 4 3 4 4 2 4 3 2 5 4 {FU HE P D JAMB ABOVE 2 2 2 C,D,E,F,G, H,I,J,K,L 2 121 2 1 2 111 2 212 22 2;2313 333344 2 2 3 3 2 334 3 3 2 3 3 2 3344554354 3 3 2 3 3 554354 2 3 2 2 MTTG.RAIL JAMB BELOW MTG. L � Z.__ ABM 1 1 1;1 2 111 2 212 2 2 2 2 22 3 313 2 3 3 2 3 3 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 2 4 4 3 5 4 2 4 3 3 5 4 3 5 4 2 4 3 3 5 4 a+. M' 16676 F X. 'IF..r1W"1'+ FK Oman e7: O FX b rr Rwm. 1070 TECHNOLOGY ORNE NoKOMI8. FL 34273 P.O.8OX 1329 NOWISE, FL 34274 P T ANCHORAGE SPACING, STANDARD VIEW 11113/08 B REVI NOte3 ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. A LUM. SINGLE HUNG WINDOW, IMPACT Robert L. Clark. ' , P.E. 1/24/0# 0... 708/78 a.r.w. A ua.Ole J.J. NO CHANGE THIS SHEET or 2/23/77 Vail* Bettor s.rrrt SH700 .s NTS o.e 9 0 11 ' arr... 4040 -20 rw% B PE #39712 Structural • • • ANCHOR QUANTITIES SUBSTRATE: ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED W HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS S H HEIGHT A TABLE 8 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 OOOM £ Z U ON00 O OOM £'Z � N - ON0 OOOM e'z ONOO ON00 00OM C ON00 ON00 OOOM E'Z ONOO ' OOOM £'Z ON00 Z ,_ O N0 N O _ O N o N V O 000M Z ON00 ONOO OO e`z ON00 ,_ O WINDOW WIDTH GLASSN TYPE 19 25 KL I' 2 1 2 I E EL L� N 4 H N - N • N • N L •- N • N ✓ M N • M M - N] • MI - Ml l^ MJ - M 24.000 K,L L 1 2 2 N , • NI H 2 N • N i , • N • Cr) M • N 1 Cr) • M • N • M • M • M ■ 1- Cr) M • M r Q 32.000 D F 2 3 2 l� N ▪ N 1N M 3 • M N M • M • M • H • N • M 2 1- Cr) � Q e- Q 1- Cr) Q 1- H) • M H) N- 37.000 PSF 3 r 2 J 3 3 1 3 3 79 4 3 J 4 2 3 U.L F,J 40.000 I - T 2 N ✓ N LN N M N I CV Cr) N M • M N I [ CV M h- M t N l') I — � . • Cr) (V Q N Q N H) I N H) Q N H) 40.000 PSF 79 37 � 1 4 x 3 1 3 79 5 13 14 79 48.000 2 2[ 2 2 U,E,F,J, N 4 I LNN I N N L I . rN M N M, IN �M' N Q N M N Q N Q L N M N - Q !N e C N I N H) N Q N Q N H) N N) 1 N 'N D 44.000 PSF 79 76 79 77 79 2 79 79 5 y 3 1 4 j 5 5 37 5 U, E,F,J, K.L N 1- N F NIN LN N M N M IN Q N Q N N Q N M N H) N Q N M) N H) N HII N Q N H) N N (V Q N CO 48 - 000 PSF 78 79 70 79 79 71 79 73 76 D,E,F.J. K [N . I N - N I H N, e4 N IN M H M M QI IN Q N IQ IN -! IN Q N H) IN N CO H) N QI 1_ CV CO I el J VI L 53.125 PSF 71 79 63 71 79 84 74 66 77 69 69 D.EF,J. K,L N -1 [N'1 N'.— IN Nl IN ;NI I H NI e, Ml N M N.MI M ° 1 H H e) V M N N Q Cr) N M O M- (O el CD N .l M D N H) M n1 ANCHOR QUANTITIES SUBSTRATE-- ANCHOR TYPE AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT .-\ 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 OOOM £ Z ON00 I Z ON00 O OOM £'Z � N ONOO OOOM e'z ONOO ON00 00OM C ON00 ON00 OOOM E'Z ONOO ONOO OOOM £'Z ON00 Z ON00 L 000M Z ON00 ONOO OO e`z ON00 ONOO WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 2 79 2 3 r 2 J 3 3 1 3 3 — 37 - 3 4 3 J 4 2 3 4 3 3 40.000 2 I 2[ 2 T 2 2 2 3 21 3_ 3 I 2 3 4 F3 -1. 3 . 4 T3 r__4 L I 3 13 3 4 3 4 44 `000 2 j 2 I � 2 I N 2 78 2 3 4 I 5 2 F 37 � 1 4 x 3 1 3 4 5 13 14 r 3 I 4 48.000 2 2[ 2 2 2 2 3 2 1 3 4 T3 T 3 41 4 1 3 1 4 5 1 3 1 4 51 3J 4 53.125 2 2 8 3 x 3 •1 3 T 5 T 3 2 1 2 2 2 3 4 1 3 1 4 5 y 3 1 4 j 5 5 37 5 • a.. A.W. A ChIntad J.J. Iw.eA- F.K. I 111310 ,...ea -- F.K. 1/2406 �.r e.. F.K 7,2906 ANGE TABLE AND NOTES ADD OP MAX WHERE ANCHOR O7Y IS RESTRICTED BY SIZE. NO CHANGE THIS SHEET S. 2/2307 • 1070 TECHNOLOGY DRIVE NOKMS, FL 34279 P.O. BOX 1529 NOKOMB, FL 34274 c;T ViriM7 Berm ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 008...4 F— NTS 10 + 11 ANCHORAGE NOTES: • 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 1112 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. Al. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW Aka WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL ® TABLE 8. KEY: MAX PSF (DP LIMITED) JANE BELOW MTG. RAIL Q..a (FULL DP) HEAD JAMB ABOVE MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 4040 -20 112 2 4 112 2 2 PRODUCT REVILED as romyplq with IN NEEM5 r.Ide Cod. Acceptance E near By Oh F4. - r .S1,Tri / � /:. k rumba 'H L. Clark, P.E. PE #39712 Structural ZD/I • A\ 3.35 KSI MIN. CONCRE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1/4" MAX. SHIM AL EXTERIOR INTERIOR L HEAD AND SILL DETAIL ) CONCRETE ANCHOR E l(SEE NOTE 1 & 3)A 2x WOOD BUCK ®(SEE NOTE 4) iI 1 3/8" MIN., 1/4' TAPCON® 1 314" MIN., 1/4' CRETE -FLEX 1/4" r MAX. J SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE IA. MIN. " NAIL, NERS 5" O.C. 2/23/07 DETAIL F, (HEAD) CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1/4" MAX. SHIM WOOD FRAME ADD INTEGRAL FIN ANCHORAGE UPDATE 6 REORDER NOTES. ADD NOTES 7. WAVE CONCRE"/E EA78EDAIENTDCM. ADD NOTE 6 RE FLAT HEAD ANCHORS. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)® 1/4' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" MIN ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) lx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® ETA IL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 4)® .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1820 NOKOM6, FL34274 PGT Visibly Bearr INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 914700 NTS "e a.wN 11 • 11 I 4040 -20 B PMNDVCT p¢Y{1iiQp se4gyl� Ad1��e�Y1i CoM AegsNanro I - • 6xp hatlo� qy0 ! � 1 /I"'jrt B7 r/,, :�i / d 4vc Utds Pr,d.st S.rr: ax .131" D x 2 1/ AT CO AND A a — J.J. MIAM5 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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:0 "x Std. Wall - Aluminum Tube Clipped Mullion- L.M.I.J APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 04- 0528.04 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 06- 0125.06 ✓ Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G . on, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 Ja ' e D. Gascon, ' .E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 T Cb - l _, H J; ' m > H H J. � T H J; \ L. i H • ANCHORS DETAIL "B" ° C" OR V' AT BOT H ENDS AND AT BOTTOM [ANCHORS DETAIL A WI + W2 W W W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE MI ) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 + W2 MULL LENGTH = H1 ANCHORS DETAIL A W W1 ` " W2 W3 -W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 414) MAX OPENING = W1 +W2 OR W2+W3 MULL LENGTH = H1 USED IN THE DESIGN OF 3. MULLIONS ARE APPROVED FOR IMPACT AND NON– IMPACT APPLICATIONS. 4. REFERENCE – TEST REPORTS: FTL -2902, 2903 AND 2975. EL CO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. T HIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE – & MEN TS Of THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVFIZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • ANCHORS DETAIL "6", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. THIS PRODUCT MULLIONS H 1 FOR ANCHORAGE TYPE, Robert L. Clark, P.E. PE #39712 Structurol ANCHORS DETAIL "B ", "C " OR "D" BOTH ENDS ANCHORS DETAIL `B ", "C" OR "0" BOTH ENDS W1 i i W W2 W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rovsd By F.K. Roved By: F.K. Drown By P.J.P. Description: Dtlo: Sells /Modee MULLS MULLION Dat 5,30/06 5f8/06 Dote: 4/28/00 Scot. NTS QUANTITY AND LOCATION, REFER TO TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H I +H2 MULL LENGTH = W Revisions: D -ADD NOTES 5 & 6 Revisions: C -ADD TECH. REFS. W 1" STANDARD WALL, ELEVATIONS Sheet.. 1 o' 5 — MULLION 1 ALUMINUM TUBE CLIPPED MULLION Drawing No. 6220 R • PDT I x MULLION -' I--- - - I " MULL- ;" MULL ION CLIP. cur FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN POT 1 x MULLION- WOOD BUCK \ r L.' , 51 2 PGT 1x MULLION SEE NOTES 2 & 3 2 MIN. 2" OR 4" 2 MIN.— 2b(TYP) 1 8 (TYP FOR 1" MULL. TYPICAL MSIL,LIQN TO MULLION INSTALLATION. DETAIL "A" ANCHOR EMBED. SEE NOTE 2 2h(ryp) 2" OR 4 "---1 #12 FH SMS S TAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rwioane 1- MODIFY NOTES 3 (Ft 5 Revirione: — ADO EMBED. DETAILS Description: 1 r STD. WALL, CLIP INSTALLATION DETAIL Series/1444.1• MULLS SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "8" 1. FOP CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPRO'V'ED EL CO 1/4" TAPCONS OR 1/4" 554 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" 554 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR Sa STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BF HALF THE QUANTITY OF ANCHORS FROM CLIP- TO-OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • 1 SEE NOTE 1 PGT 1 x MULLION WOOD BUCK REMOVED TO CONCRETE PGT 1 x MULLION— SEE NOT 1 5 Robert L Clark, P.E. PE #39712 Structural I' SEE NOTE 1 WOOD BUCK 2 MIN. 28( 1s(TYP SEE ' NOTE 1 f ' TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2 MIN. 2 ( j P) 18(TYP WOOD BUCK 2" OR 4" rite 5)30/06 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. DETAIL "0" 2" OR 4 "- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5/8/06 • #12 FH SMS S TAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 moovCT Y[NEww r r.Pbra.or re iirl� N. -Oi S O .�7st;11 ALUMINUM TUBE CLIPPED MULLION Sheol: blowing No. NTS 2 a 5 6220 Kw, D • 4 1" MOLL- CLIP (CHIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH FOR 1x U MULL SIZE 1 x x 1/8 1 x 4 x 1/8 CHART ILL L 4 MAX A/2 4MAX. 13MAX. 1 f" . # 34 - 3 MIN.t NO I ES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS I AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • - - - TYP.1 MIN. O 3 16 ® TWQ (2) ANCHOR LOCATIONS LOCATIONS / © FOUR (4) ANCHOR Robert L. Clark, P.E. PE /39712 Structural (3)EQ. SP. (A -3/4)/ MIN.I LA-i O THREE (3) ANCHOR LOCATIONS TO BE USED BMIN. LAJ 0 ONE (1) ANCHOR LOCATION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. OO.Y 1529 NOKOMIS, FL 34274 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 -- MIN.TYP. ONLY WITH POT INDUSTRIES PRODUCTS F.K. 5/30/06 1 NO CHG THIS SHT O R ot .n'.ion.: F.K. 5/8/06 C -21P SPACING Orom By; (MN: P.J.P. 4/28/GO Ofmcriplion: 1 " STD. WALL, ANCHOR LOCATIONS Tor: ALUMINUM TUBE CLIPPED MULLION s«r. /woe r seal.' Most: O o.wy N.. MULLS NTS 3 ot 5 6220 R • • • 4 N0 7 1. REI-ERENCE 1E51 REPORT FTL -2902, 2903 AND 2975 J - (TYP) 1 x STD. WALL MULLS MAT'L: 6063 —T6 5 Robert L Clark, P.E. PE #39712 Structural TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS INDU 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3 - 4 - r F. e K.. 8/00 H G. THIS SHT. •.K. 5.'8/06 C NO CHG iHIS SHT Oat.: 4/28/00 -- -8 (TYP) aa.,, By: P.J.P. D..crplion: 1 " STD. WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION s..4. /Mod : Scale: ' sneer. gre.mo No. MULLS 1 X 4 a 5 6220 CHART 1. -1 x2x.125 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 OPENING WIDTH IN INCHES (2) A (2) B (1) B 35 30 23 60 (2) A (2) B (1) B 129 83 115 73 70 57 41 61 49 35 30 26 20 20 18 17 15 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 80 (2) A (2) B (1) B 104 63 103 61 49 38 26 49 38 25 52 41 29 24 21 16 (2) A (2) B (1) B 103 61 50 39 27 23 19 21 18 100 (2) A (2) B (1) B 103 61 22 18 110 (2) A (2) B (1) B 120 (2) A (2) B (1) B 103 61 49 38 25 20 17 130 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 CHART 2. - 1x4x.125 QTY. 8r, TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 170 48 170 50.625 170 54 170 60 170 63 170 66 170 72 142 76 120 78 111 84 88 90 72 96 59 108 41 111 38 144 17 • • 50 (2) A (4) B (3) B 60 (2) A (4) B (3) B 170 170 170 170 170 160 145 120 102 94 75 60 50 35 32 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 105 90 83 65 53 43 30 28 OPENING WIDTH 80 (2) A (4) B (3) B 170 170 170 170 143 128 115 95 81 74 59 47 38 90 (2) A (4) B (3) B 170 170 170 162 134 119 106 87 74 68 53 43 35 27 24 24 22 (2) A (4) B (3) B 1 IN INCHES 100 110 120 130 160 (2) A (2) A (2) A (2) A (4) B (4) B (4) B (4) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 158 157 157 157 157 127 124 122 122 122 12 108 106 106 106 100 96 93 92 92 77 74 72 71 65 63 61 59 60 57 55 53 46 44 42 40 39 37 35 33 31 32 30 28 27 24 22 20 19 18 16 20 19 17 16 - 81 69 63 49 Vertical Mull I __Opening_i Width Mull Length Horizontal Mull Opening Width l Mull Length Multiple Mulled Units \Opening Width Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET .3. Robert I.. Clot k. P.E. PE 139712 Structurol TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 5)30 /06 NO d IG THIS SlIT F.K. 1 0 ' 8/04 C-MARKED CHANGES n 9 P.J.P. 1" STD. WALL, PRESSURE CHARTS 1 & 2 rw: ALUMINUM TUBE CLIPPED MULLION MULLS P Scale NTS Sheet: 5 of 5 o.owino 6220 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.rniamidade.eov/buildingcode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AM (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:tSeries "PW -701" Aluminum Fixed Window -LMI 3 APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon 8i Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. TERiMINATION 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 he 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 renews NOA it 07- 0418.06 consists of this page 1 and evidence sheet E -t as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY APPROVED LNO A No 08- 1112.103 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4 /4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small 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 alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300- 02/04 • D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 ke \. a 11 . Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04 -0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -200¢ LUMINUM DESIGN MANUAL 4- 13ltc la 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). nnd nr 4/4/07 Ass 12/15/03 demure xr 04.4 sr F. K. F.K. .r o.. F.K. 7/14/03 Kr..oa CHC NOTE 2 TO REF. ASTM E 1300-02 AND REVISE ANCHORAGE B NOTE 1 ADD REFERENCES TO NOTE 6 AND ADO NOTE 7 A REDUCE ANCHOR SPACING !y 1070 TECHNOLOGY DRIVE NOK(M IS FL 34275 P.O. BOX 1579 NOKOMIB. FL 34274 PGT ALUMINUM PICTU WINDOW, IMPACT Visibly Better ..•.eu. PW-701 NTS 1 ' 12 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 4259 -4 PRODUCT RENEWED s xopb n with the Plaids Code As epla ee NoON -11 . / Expiration Dale S/14/ 24551 PRODUCT REVISED sto.pbbe{ wMb the FkiW Code .tAirk7if .6' /i. ./r heeled CNN.. Robert L Clark, P.E. PE #39712 Sbucwrel i✓ • Onmen 4407 5- 12/151)3 Illssikong A ar F K. F 3/16" ANNEALED OR HEAT STRENGTHENED GLASS ar Ore F.K. 7/1403 OUTSIDE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Ghoolgal NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0.4.7 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS • R 21 11/16" NOM GLASS BITE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE Visibly Better GLAZING DETAILS araer Nor ae..c PIK7o1 FUL 2 d 12 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 PRODUCT RENEWED aIarnswRY Ike Florida 0. agg'3 wl.r�"�i1nl PRODUCT REVISED as tuwpl I.y with the P{rrid. guiding CBlk Aarplaaa N. 0 E.ptng.. DUN Pt.rt.NCaung 04 cog /d, Robert L. Clark, P.E. PE 939712 Structural • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. Aa.t ar: FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. cr ye. 4NN7 dr 12/7•09 e Arv. "4.=" A F/C dram e na F.K. 7/14703 UPDATE ANCHORAGE NOTE NO C4WOE THIS MEET bald 4 h". EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. i 48" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 921 /4" MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. OR MAX. AREA = 31.99 SQ1111 TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. 1070 TECHNOLOGY DRIVE FLANGED ELEVATIONS HOKUM. FL 34270 TM Po BO 1528 ALUMINUM PICTURE WINDOW, IMPACT NOKOM10, FL 34274 Visibly Betts Piumt NTS 3 + 11 4259 -4 B ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT REN ae .o.pbi•a wwr the piord. R " 0 2 Dwindles llolo Maks PRODUCT REVISED ar :"mplyiag with the Florida Baklia0 Code Acceptance Mr p+pisaiin O.. ,y_ d _„ . -1114 .. ,fiA 04. Robert L. Clark, RE. PE #39712 Shwrival • HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. M.dll, Do A.wdy: S F.K. 44,07 A..we, G..: F.K. 12/1303 wan e, S.. F.X. 7/14/03 HALF CIRCLE MAX. SIZE = 96" X 48' OR MAX. AREA = 25.13 SQ. FT. WM...: 8 Aam' A Prow Sr ADO FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET EYEBROW MAX. SIZE = 96° X 48" OR MAX. AREA = 31.99 SQ. FT. ZaN 98 1/4" FRAME O.D. I f 96" MAX. 50 1/4" FRAME 45 1/4" O D. MAX. 48" DLO MAX L RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 iLCHNOLOG7 DRIVE NOKOMIS, FL 31276 P.O. BOX 1623 NOKOMIS, FL 34274 MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93 1/4' MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47 OR MAX. AREA = 31.99 SQ. FT. - 1 TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. P T INTEGRAL FIN ELEVATIONS � — ALUMINUM PICTURE WINDOW, IMPACT Owtsowalat PW-701 NTS 0=8 4 > 12 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. B PRODUCT RENE •. c.rpyiap l pl.rMa D.idl.g C.ar 1 2. 1 0 EcpN.N.. DM9 l _ tly b+.d Dtli Db61.. PRODUCT K.. r cw.plyi.g with the Fluid. Bidding Code .meanalce Oak 04, 609 , Robwt L Clink, P.E. PE #39712 StrudwR • • 54.500 A,B,C,D TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI 1.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS WINDOW "Y' DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 49.000 A,B,C,D AREA AREA 60.000 I A,B,C,D AREA 65.500 I A, B, C, D AREA 71.000 I A,B,C,D AREA 76.500 AREA F.K. To•mo b F X 82000 0e. A B,C,D A +80.0 +80.0 +80.0 -80.0 +80.0 I -80.0 9.70 SOFT. 11.57 SOFT. +80.0 I -80.0 +80.0 I -80.0 10.79 SOFT. 12.87 SO FT. +83.3i -80.0 +80.0 I -80.0 11.88 SQ. FT. 14.17 SQ. FT. +80.0 I -80.0 +80.0 I -80.0 12.96 SOFT. 15.47 SOFT. +80.0 I -80.0 +80.0 -80.0 14 05 SOFT. 16.76 SOFT. -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 15.14 SOFT. 18.06 SOFT. +80.0 -80.0 +80.0 -80.0 A +80.0 -80.0 +80.0 96.000 C +80.0 -80.0 +80.0 B,D +80.0 -80.0 +80.0 AREA 19.00 SO FT. 22.67 SOFT. -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 0i " p UPDATE DESIGN PRESSURES PER AS7M E 1300-02 AND NOTES. 1070 TECHNOLOGY DRIVE 414107 B CLEAN UP TABLE I DESCRIPTION AND HEADINGS, NOKOMIS. FL 34275 5r. 1w,wea 12115103 A 0r aoorib, 7/14/03 CHANGE NOTE 1 ANCHORING WITH 012 SCREWS 9r: +80.0 I -80.0 +80.0 -80.0 13.44 SO.FT. 15.31 SOFT. +80.0 I -80.0 +80.0 I -80.0 14.95 SOFT. 17.03 SOFT. +80.0 I -80.0 +80.0 I -80.0 16.46 SOFT. 18.75 SOFT. +80.0 I -80.0 +80.0 I -80.0 17.97 SQ. FT. 20.47 SQ. FT. +80.0 I -80.0 +80.0 I -80.0 19.48 SQ.FT. 22.19 SOFT. +80.0 +80.0 -80.0 +79.3 -80.0 +80.0 20.98 SOFT. 23.91 SO FT. +80.0 -80.0 +74.5 -74.5 -71.9 +63.0 -80.0 +71.2 26.33 SOFT. 30.00 SOFT. P.O. BOX 1525 NOKOMIS, FL 34274 -80.0 +80.0 Visibly Better -79.3 -80.0 -63.0 +61.5 -71.2 +69.5 -80.0 +80.0 +80.0 I -80.0 15.82 SOFT. +80.0 I -80.0 17.60 SO. FT. +80.0 I -80.0 19.38 SOFT. +80.0 I -80.0 21.15 SQ. FT. +80.0 I -80.0 22.93 SO FT. +78.0 +80.0 -78.0 -80.0 24.70 SO FT. +73.1 -73.1 +80.0 I -80.0 16.33 SOFT. +80.0 I -80.0 18.17 SOFT. +80.0 I -80.0 20.00 SOFT. +80.0 -80.0 21.83 SQ. FT. +80.0 -80.0 23.67 SOFT. -76.8 -80.0 +76.8 +80.0 25.50 SOFT. +71.8 -71.8 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ. FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SO FT. 20.66 SOFT. 24.00 SQ.FT. 27.34 SOFT. 28.26 SOFT. 29.17 SOFT. AREA 18.41 SOFT. 21.96 SOFT. 25.51 SOFT. 29.06 S Q. FT. 30.03 SOFT. 31.00 SOFT. -61.5 +60.0 -69.5 +67.8 -80.0 +80.0 -60.0 -67.8 -80.0 31.00 SO FT. 32.00 SOFT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES P c � T ALUMINUM PICTURE WINDOW, IMPACT Rod* t - 0ww Damp N. P1lI701 NTS 5 " 12 4259 -4 PRODUCT RENEWED as roBpI)iai with Ire Florida Raiding Cade Aecegwre N u E DIM 1 Was Robert L. Clark, P.E. PE *119112 SWctund • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3116 "HS, .090, 3/16HS) C. 1 1/16" LAMI 1.G., 3/161-IS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 49.000 A,B,C,D +80.0 1 -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 9.70 SOFT. 11.57 SQ.FT. 13.44 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 10.79 SQ.FT. 12.87 SOFT. 14.95 SQ.FT. 60.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 11.88 SQ. FT 14.17 SOFT. 16.46 SQ.FT. 65.500 A,B,C,D 1 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 12.96 SQ.FT. 15.47 SOFT. 17.97 SQ.FT. 71.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SOFT. 18.06 SQ.FT. 20.98 SQ.FT. 82.000 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SOFT. 19.36 SOFT. 22.49 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SOFT. 20.66 SOFT. 24.00 SOFT A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SOFT. 21.96 SQ.FT. 25.51 SOFT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SOFT. 22.67 SOFT. 26.33 SOFT. Amonn as Da: It.- F.K. 12/1503 A CHANGE NOTE 1 ANCHORING WIWI312 SCREWS oar adw Moo - F.K 7/14A73 +80.0 I -80.0 15.31 SOFT. UPDATE DESIGN PRESSURES PER AS7M E 1300 -02 AND NOTES. 1070 TECHNOLOGY DRIVE CLEAN UP TABLE 2 DESCRIPTION AND HEADINGS. NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 45.000 +80.0 -80.0 17.03 SOFT. +80.0 -80.0 18.75 SOFT. +80.0 I -80.0 20.47 SOFT. +80.0 I -80.0 22.19 SOFT. +79.3 +80.0 -79.3 -80.0 23.91 SOFT. +74.5 -74.5 +80.0 -80.0 25.63 SOFT. +70.0 -70.0 +79.1 -79.1 +80.0 -80.0 27.34 SO FT. +65.5 +74.0 -65.5 -74.0 +80.0 -80.0 29.06 SQ.FT. +63.0 -63.0 +71.2 -71.2 c;T_ Visibly Better 46.500 +80.0 -80.0 15.82 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 17.60 SQ.FT. 19.38 SOFT. +80.0 I -80.0 21.15 SO FT. +80.0 -80.0 22.93 SQ.FT. +78.0 -78.0 +80.0 -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 -80.0 26.48 SQ. FT. +68.4 -68.4 +77.3 -77.3 +80.0 -80.0 28.26 SQ.FT. +63.9 -63.9 +72.2 -72.2 +80.0 -80.0 30.03 SOFT. +61.5 -61.5 +69.5 -69.5 +80.0 -80.0 31.00 SOFT. ar.emas PW-701 NTS I 6 d 12 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 +80.0 I -80.0 16.33 SOFT. +80.0 I -80.0 18.17 SOFT. +80.0 I -80.0 20.00 SOFT. +80.0 I -80.0 21.83 SOFT. +80.0 I -80.0 23.67 SO.FT. +76.8 -76.8 +80.0 -80.0 25.50 SO. FT. +71.8 -71.8 +80.0 -80.0 27.33 SQ.FT. +67.0 -67.0 +75.8 -75.8 +80.0 -80.0 29.17 SOFT. +62.4 -62.4 +70.5 -70.5 +80.0 -80.0 31.00 SOFT. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 32.00 SQ. FT. +80.0 -80.0 30.00 SOFT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HE GHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES raa ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 PRODUCT RENEWED ns complying with the Florida Raiding Code Areeptooee No 41 n • 10 Eep'MaRoa Duse 'L/ I N /le/ By t4 L. i \ . 4. mn_• ti Mlul rmaigskramps d� DM41os ex, Robert L. Clerk, P.E. PE A39712 SbucWrW • • 2.784" 0 7 SCREWED CORNER ASS'Y F.K. ANN 4L. F.K. F.K 711493 (FLANGE FRAME) 4/4/07 5r. 12/15/03 R..rar o NO CHANGE This SHEET A NO CHANGE THIS SHEET broad* co. ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) CI 1 1I 0 I KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ALONG ENTIRE JOINT MAX. WINDOW HEIGHT P91.701 0 0 0 MAX DAYLIGHT OPENING s.a es. s.. Sea � — 2.784" VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT HALF 7 r 12 4259 -4 INSIDE PRODUCT iEt.LW'ED as complying with the Florida Bolding Cak Atteplones Nu Oa /112_!0 EspIrMion Doh Z /lqJ 2„ fy By IRL� 1. Mad Dade PRODUCT REVISED es complying wM Me HMIs BtsidIng Code Actepieses Iva Daft • • 2.784" SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) HM O.. F.K. 4107 nwhilha B No."r 91 Nan F.K. 12/1541 a. F.K. 7/14W ALONG ENTIRE JOINT OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) NO CHANGE 7H IS SHEET NO CHA1140E THIS SHEET ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) 1070 TECHNOLOGY DRIVE NOKOpMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 36274 Vis b& Bete. ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 MAX. DAYLIGHT OPENING � — 2.784" -- Pnn INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) P T SECTIONS, INTEGRAL FIN --�- ALUMINUM PICTURE WINDOW, IMPACT travw PW-701 Noe 8 d 12 4258.4 PRODUCT RENEWED "contplyiag with the Florida Bolding Cede Aoceptente Nu, /1!? �Q Expiration Date 2/ q � 7 ,14 Minor Dede Division L. Clark P.E PE 839712 Structural • • 2 4253 7 1155 ITEM DWG NO. PART # 4256A 8 10 4255 1 1 12 13 14 15 17 18 20 21 22 FE, Bowd.F F .K .050" oe. S.. 44/07 4254 1224 4224 4262 0... 12/1503 64256 64253 781 PQX 64255 64254 6TP247 64262 I-- .970" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 8 NO CHANGE THIS SHEET A NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAM! I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAM! GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 G.." M: 9. G..Ma 9e. F.K. _ 7114i003 NOKOMI.S, FL 34274 1.875" PST Visibly Better ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A -I-- .062" PYK701 HALF 2.784" a.. 9 . 12 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST Per ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 B 2.500" as uo,phi,C *Alt tut F:aeidi. Ruining Co ale Acceptance No 0Apira to' F.rpire0no Date l'. MYmi Dre DI.Yio. PRODUCT REVISED as complying re W to FMKM. avian Code Acceptance Na • F.R. • hewed Itt 0706. Rod ay p•.4 FR a..,, 6,- F.K .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5" O.C. 4/4/07 5— 12/15/03 Mant 7/14/03 a.,rwr tr..o,e WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) r 1/4" MAX. 1 SHIM 1/4" MAX. r SHIM . SEE NOTE 1 FOR EMBEDMENT 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® 0 j .,\Ns \E 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 11 \t \E 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPAC NG FOR TAPCONS MAY BE USED. REVISE AND UPDA ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENER SPACING am. I 1 3/8" MIN. 1 3/8" MIN. ®EMBEDMENT ® EMBEDMENT INTEGRAL FIN DETAIL B SEE NOTE 1 FOR € . lx WOOD BUCK ® EMBEDMENT. 1070 TECHNOLOGY DRIVE NOKOMBS, FL 34275 P.O. BOX 1529 NOKOM IS. FL 34274 WOOD ANCHOR (SEE NOTE 2) t 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) FLANGED DETAIL E CONCRETE ANCHOR (SEE NOTE 1) • 1/4" MAX. SHIM (SEE NOTE 3) 3.5 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU ANCHORAGE - HEAD, SILL AND JAMBS P G T ALUMINUM PICTURE WINDOW, IMPACT V,.ibfy Better da I NTS 10 > 12 �••� 4259-4 I B WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) P1:01. 1 nr.AL nplying wlm me ',twilit. g u id ing C:.,k Acceptance Nu az_IltZ Expiration Dale 2 ,19 ��a14 B 5/\.s . Mbml Otide DhNiva /7 L . CVUk, P.E. PE #39712 S6w%wY TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUI3STRATE WIND. "A Al 3d).11 210HONV WINDOW "Y" DIMENSION 5.0" 46.5' 48.0' 2. 4. 1. 2. 4. 1. 2. 4. DIM. X Y X Y X Y X Y X Y XY XYXYXYXYXYXYXYXYXYXYXYXYXYXY 49. 9/£ 61 [ Z/1 1 91.£ ZL [ 01 ; 9/£ Z1 [ zit z1 I 8C61 1 4/19 19/£ 61 19 /£ 61 9/£ 81. 11. LI I9 /£Z11 9/£ Zt IL 9 3/16 12 3/8 9/£ 61 1 91 /£ 8J 9 3/16 12 3/8 8/£ Z1 1.1. 1 H. I 1 etc Zl 8/£ 61. 1.1 9/£ ZI Z/1 11. 8/£ 61 6/1. L1 11 1/2 12 3/8 9/£ 61 61 I 9/£ 81. 61. Z1 I 54. 1 919 01. I 6/1 L 1 9/S 01 I 01 19/S 01.1 PZ/1 61 1 9/S 01 4/1. [ 9/4 01. L10 5/8 11 10 5/8 I 11 1 9/4 01 J 9/S 01. 11 9 3/16 10 5/8 9 3/16 10 5/8 9/S 01. 91/£ 6 11 10 5/8 I H. I 9/9 01 1 9/S 01 14 9/S 01. 6/1 Ll 9/9 01 6/1 1.1 9/S 01 Z/1 I1 9/S 01 61. 9/S O1 61 ZL 1 60. I z1� [ 6/1 L F al 01 r 61 [ Z/1 61. Zl [ ti/1 9 HL Zt 61 11 11 I I Z I Zl 14 Z1 9N£ 6 61. 91/£ 6 8/9 6 91/£ 6 61 LL n- 1 9/9 6 1 9/S 6 11 61 Z/t 11 9/9 6 6/1. 11 9/9 6 8/111 Z1. Z1 9/S 6 ZL 71 I 65. 14/£ 01 I Zit L [4,£01 101 l 4i£ 01 I Z/1 61 14/£ 01. I 4/I 9_ 10 3/4 10 3/4 I 4/£ 01. Ll I 1.1 1 1 41E Ol 4/£ 01. LL 4/£ 01. 91/E 6 4/£ 01 91 /£ 91/91 8 91./£ 6 P/C 01. 11. 1 H. 4 01. 91/919 11 11 1/2 10 3/4 4/£ 01. 6/1 LL 9/19181 Zit ll 12 10 3/4 4/£ OI 61. Z1 I 71. 1 91/£1.1.1 I 6/1 L 1 91/£1.1.1 of 91/£1 11 16/1 ZLJ 191 /£L 11.' 4/t 9 91/£l It 1911E1 91/£1 1.1 LL I 11 i 191/£1 111 811 6 14 1 91/£1 LL 91/C 6 9/L 6 9N£ 6 9/L 6 91/£ 6 911£1 11 11 11 I 9/L 6 OIL 6 LI '9LIEL HI 6/1 Li 8/L 6 6/1 11. 91/1. 9 6/1 LL 91/£1 Ll Z1 9/L 6 61 ZL 1 76. [ 4I£ 01.' [ 6/1 L 1 4/£ 01 I 1 4/E 01 12 1/2 1 4/£ 01 L 4/I9 [ 4/£ 01 4/£ 01 1 [4/E 011 14 J I tI I 4/£ 011 4/I 6 11 4/£ 01 9Li£ 6 4/£ 01. [ 91/£ 6 4/t 6 91/£_6 4/£ 01 l f L I 11 I 4/161 4/L 6 _ _11 4/£011 Z/1 L1] 4/t 6 6/1 1.1 4/I 6 6/1. 1.1 4/£ 01. 81 4/16 I ZL J l_z 82. 1 91 /1.l 1.1. Z/1 L 1 914111 01 [91/11. 11 16/1 61 1 911114 1 4/191 91/11 11 191/11 111 1_ 91114 111 14 J I IL 1 91 /1_l LLI 01 14 91/11 L1 91/£ 6 01 91/£__6] 4/£ 9 91./£ 6 91/14 Lt LI 1 t I Ol I P/C 9 1.1 1 '9L /ii HI Z/1 11J 4/£ 9 6/1 t1. P/C 9 6/1 11 91 /1.t Ill Z1 J 4/£ 9 61 611 87.5 U.c. 9/9 61 [ 611. L 91S 6 1 1 01 8/S Z1 Z/1 Z1 I 9/9 61 4/1 9 9/9 61. ar 191/£1 Ott 9/9 61] 11 I 11 I 191/£1 01.1 91/1 6 11 9/S 61 91/£ 6 91 /£l OL 91/6 6 91 /L 8 911£ 6 91/£1 011 11. 1 I H. I 91/1. 6 1 91/1 8 1.1 91/EL 0!+ Z/1 11 11 1/2 9 7/16 91/1 9 Z/1 ll 91/£1 01. ZL 91/1 8 ZL Zl 93.0" 0,C. 1 9 / 9 I I [ 6/1 1. 1 9/S H. [ ()LA 914 11 2/1 61 8/9 11 117/1 8 9/S 1 1. to 18/1 01 I 9/9 L l LL I 1 L I 9/ 9 11 1 6 11_ 9 3/16 11 5/8 9/1 01 91/£ 6 6 91/£ 6 9/S LL t1. 11 I w 9/1 9 11 1 as 1 L Z/L 1.1 6 6/111 9/1. 9 6/1 11 9/1 01. 61. 6 ZL Z I 96.0" O.C. [6 /1 61 I [ 0 I 61. L2/1 61J 61 I [ 4/1_ 9 I 61 I a I Z/1 01 [ ZL L IL I 1.1 I [ in 7c 9/£ 6 11 ZL 91.!£ 6 [6/1 01 I 91/£ 6 91 /L 9 91/4 6 7/1. 01 I 11 I H. I I 9/£61 91/1 8 I L1 6/1. 01 I Z/1 ll 111 1/2 8 7/16 11 1/2 8 7/16 2/1 01. I ZL 91/L 9 I 61 1 Z1 I • • NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. "X" DIM. .1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W THIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5. 5/16' ELCO TAPCON PRODUCT RENEWED o Complying " ilh the Florida Naidlag Cole Amphorae Eyballna Dak__4U.__Q l� 9I 0 11( nxa.lo.s7 4Aetamltr* ~ PRODUCf mum rmaiM/Mg W D IYe IRe1W i1dYa9Gde Aesptaau H. • - . - 06 Due . ?1109 Prad.ci Coataol' 44577 mar 7/14/03 NEW SHEET INN 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOAKS, FL 34274 PST Visibly Better ANCHORAGE, WOOD SUBSTRATE Tao ALUMINUM PICTURE WINDOW, IMPACT ammo* e.. an"r PW-701 NTS 11 d 12 4259-3 Robert L. Cloth, P.E. PE #39712 Structural //7 TABLE 4. ANCHOR ON ANCHOR TYPES: WINO cc 0 a_ WINDOW "Y" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3 1/4" ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON 15 0 46.5" 48.0" 5 J 5. 3. 4. 5. 3. 4. 5 . DIM X Y XY XYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXY X 1 8!£ Zl >j Z/1 9 Xl arc zL > 1 Z/L zl X1 4/1 6 > 411 8 X181£61 4/1 8 X1 4/L 6 X1 9/E ZL X1 4/1 6 > 11 C. 1 9/E Zl 311 L 1 it 21. 1 01 L arc ZL LL 1 8/£ Z1 L 11 J 191 /L 1 91/C 6 1 8/£ ZL 91/£6 L /£ 21.] L91/E 61 191 /L 14/1 81 L9 /£ 61 L 11 I as 61] L 1 L _I 91/L L1 8/s8 ( as ZL 75:7F. UL t1 91 /LL 4/L L 711E71 Z1 9/E ZL ZL C. 1 9/9 01 ZI. 1 8/9 01 1 O1 FIT OL F/177 1 8/9 01 Z/L Z1 19/9 4/t 9 8/9 01 4/1 9 j 6/L 9 ) ors Ot 1 Z/L 9 ll [8i5 at. L _ 11 I I ors OL L LL _I 1 - 1 191/E 6 1 9/9 01 I 1 61 19/9 01 191/£ 6 1 8/L L 1 on L 9 10 5/8 L1 9/9 011 It 1 an L ( 8/S 8 9/9 01 1 7771 9/S 01 1 771 L 8/L L 7771 819 0 ZL 8 /S 01. 1 ZL Fit 3/1 L Z1 01 8/9 6 Z/t 9 ZL F6717._ L 9/9 6 4/1 8 Z1 4/1 8 8/S 6 Z1 11 1 Z1 11_ L ZL 1 4_ I 191X61 L2LJ 7 91/£6 Z 1 7 911 £ 6 8/L 9 1 7T 819 6 LL Z1 j 1L 8/L 9 9/9 8 as 6 1 — 271.1 - 71 TIT LL 8/L 9 1 411 L 8/96 _ ZL _ zL 1 Z1 C. I ts GI._ Z/1 L 10 314 1 01 Z/1 9 L4/£ OL Z/1 Z1 91/91 8 14/178 10 3/4 4/L 8 1_91/91 8 41£01 co 1 91/11 L 11 4/E 01 I 11 4/E 01 Lt I 1 91/11 Li WE 6 4/E 01 91/E 6 1 4/011 91/£ 6 1 91 /l l 9 1 On L 9 1 1 10 3/4 11 4/£01 11 91/11 9 1 8/S 8 4/E 01 I Z/1 11 4/£ OL 1 71.171. 91/11 9 4/L L 4/E 01 Z1 4/E 01 1 _61 C. 1 91,£ L LL 1 L9l/EL 11 01 L 8/L 6 1777FT I9L/EL 11 i1 Z 1 91 /L 8 4/L 9 1991/£1 11 411 8 191 /L 8 191/£1 11 co 1 91 /L 9 LL 1911£1 111 1914£1 11 I I 9/C L 91/£ 6 I 8/L 6 1 717F 191 /El LLI 91/£6 91/6 91 4/1 8 1 8 61 LL ( 91/E1 111 LL 1 91/6 9 8/9 8 8/L 6 1 Z/1 L1 911£1 111 Z/1 111 9116 9 1 4/L L 8/L 6 1 61 1 91/EL LL1 ZL 1 PRODUCT PEE , -.i.' .i3 as aavPlyin # ..Ilk Or 0l Ii.UN filddiag Coda AmPloice . Da k - 2o14 10 3741 Z/1 L 14 ;E 01 OL 4/£OL 671 9 L_4!£ OL L6/1 ZL 1 4/L 6 77/17 /1 8 L bl£ 01 4/l 8 L91 /l 9 1bl£01 1 91 /l 9 LL 10 3/4 1 I 11 I 4/£01I 14 I "/E Li 191/E 6] P/C 01 91/C 6 4/£ 01 1 911E 6 Z/1 9 1 4/t 91 4/L 6 1 11 4/E 01 1 11 I 6/1 9 9/9 9 1 4/1 6 6/1 Ll 4/£ 91.1 6/1 LL 1 Z/1 9 1 4R L 1 4!L 6 1 Z1 1 WE 011 ZL 1 C. 191 /11 1 Z/1 L 1 91111 L01 01 191/11 1' 12 1/2 1 j WE 9 4/L 9 191/11 4/t 8 1 4/E 8 191111 11 1 91/£1 L 11 191 /11 1, I LL 1 91/11 tt I LL I 191/£6 01 1 6 91/11 11 91/£ 6 9/£ 9 4/1 8 01 11 91/11 11 11 9/£ 9 9/9 8 4/£ 8 2/1 11 91/11 11 3/1 11 9/L 9 4/1 L 4/£ 9 61 91 /L1 11 21 I , + �VA Cw un o,.. ...C. 12 5/8 11 I Z!l 12 5/8 11 1 01 1 91 /L 6 1 611 9 tI 919 61 1 91/1 9 4/1 8 11 8/S Z 1 1 4/L 8 1 91/4. 8 -- 9/S 21. co 191/6 L1 •191 /£L 01 LL 1 9/9 Z1 1 11 1 a /L9I 191/£ 6I 191/£1 011 1 91/£ 6I 112 5/8 1 91 r91/s 9 I 1 4/L 9 1 1 9L /L 6 1 1 11 1 12 5/8 1 11 1 1 91/9 9 1 915 9 1/L 61 6/1 11 1 1 12 5/8 1 [ 3/1 11 191/£191 47 1 L 1 91 /L 8 1 1 8/s all I a IW iM 4 ii NM.. 93.0" O. C. 8/S LL Z/1 L. 1 B/5 11 1 01 1 911 01 1 6/1 9 I 9/9 LL z/ 1 61 w 14 /L 8 [19 11 1 4/1 9 1 an ca j8/9 rn 1 9/E L 1 Ll L9 /9 11 I [Th. 19/9 lL I I 4J£ 9 I sue 6 I [ a, o1 I 9L /E 6 9/9 111 191/£ 6 1 4/1 9 1 4/ 1 8 1 O ors 11 - LL 1 � 91/£191 8/9 8 1 C) z/ 111 9/9 11 1 Z/1 111 9U£L91 4/L L 1 0) z1 1 8/9 11 1 ZL I_ I PRODUCT REVISED as eoapyiag wiIb Ne FL11#a Raids{ Cede Aeceplaace No I - I.! ..,... Dale � �9 U, ,' ri+mn �, 96.0" O.C. j ZL 1 L j Zl 1 01 9/£ 6 F a /1 9 1 61 1-6,t. a l [91/4. 9 4/L 9 L 61. 1 /L 9 - 91 /L 9 co Z1 m - 1111.11. 11. L z/1 01 I 11 ZL I I 6/1 9 91/£ 6 I 1 91/£ 6 I zt 1 91 /£ 61 m 4/L 8 1 8/£ 6 1 ll 1 Zl 1 11 1 W 879 8 1 91 /L 9 1 6/1 LL 1 ZL 1 1 Z/1 111 815 S 1 1 4/L L 1 J 91/1 8 ZL 1 1 Z1 1 Z1 1 • . NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" DIM. MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8112" FROM CORNERS L. Clark P.E. PE #39712 swaam 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" DIM. THIN AND USE THE ON- CENTER FROM ANY CORNER. a..." o.a IY..a.. a."s.". ANCHORAGE, CONCRETE SUBSTRATE Y F.K. (j.: 40477 I►.10ant B NEW SHEET 1 070 TECHNOLOGYDRIVE NOKOW9, FL 31273 1529 P T ""' ALUMINUM PICTURE WINDOW, IMPACT a a,,,. a."o.. P.O. BOX NOKOMIS, FL 94274 _ Vn Better 1tl11 - PW-701 N TS 12 d 12 "t ( 4259 -3 B F. F.K. . 7/10/0.7 a,.. r�,mM- OW 1 • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI•DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AM (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 rr Velocity Hurricane Zone. DESCRIPTIONiSeries "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD -LMr', sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 09- 0826.101 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL- 6036, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL -6023, FTL - 6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08- 19 -09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 07- 1116.04 issued to E.I. Inc. for "DuPont SentryGlas ® Plus ", expiring on 0 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. "DuPont Butacite ® PVB ", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08- 19 -09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. E -1 DuPont De Nemours & CO., 1/14/2012. DuPont DeNemours, for shaq I. Chanda, P.E. Product Control Examiner NOA No. 09- 0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Definitions: Emit. = Embedment Ede Ede Distance Mm. = Minimum • • GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR G LAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9116" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G5 - 1" LAMINATED G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1" LAMINATED I.G, 3/16"1 EXT. CAP + 3/8' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1 " LAMINATED IG_. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THA WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6 REFERENCES: TEST REPORTS FTL -5980, FIE-5993, FTL- 6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023, FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -8033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NOA: 07 -0425.01, 03- 0225.05, ANSUAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HU 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13 -15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 16 ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNII IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrota Sot�W�r,clwreeaI,Iinlmum GnbedmeM enC Mnenum Edge Dt00nce Requirements B PER MIAMI DADE COMMENTS A PER MIAMI DADE COMMENTS ar — _J 11070 TECHNOLOGY DRIVE 1IOKOMIS, FL 34275 P.O. 80X1529 NOKOM IS, FL 34274 Elco Ultrecon Bco Crete-Flex SS4 Dia- 1/4" BC' 2700 psi 3500 psi 3350 psi 5/15" 1/4" Concrete Strength Requirements Type CONCRETE SCREWS STRENGTHS: Fy MIN. s 135 KW Fu MIN. 177KSI J • GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI 0i/5E1121 :V A MISSA*NI Ee rTeT. 9 idef. 3MP.9141T4d>t:T.TgileReF#5Wi5/5i. YS8 6,331T:T:1e,1:371 73150 r3e $00770 DESIGN PRESSURE CHART SEE TABLES 1,2 &3ON SHEETS 7, 8 & 9 Meeonry abongth Requirements Ungrounted CMU Grouted GNU COTS COO ASTM C -W wen grout conbmmng to Sections 2106.2 2. 1 2 and R609 of the FEC. Wood Screws (Head, Sill S Jambs) in. Type #12 Wood Screw Elco Crete -Flex 584 Emb. 1 3/8° 1 3/8" MIn. Ed 1" 1" UNLESS OTHERWISE NOTED Weis ...e NTS 1 > 23 e.+. PGT0002 NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 T COME INTO CONTACT RRICANE ZONE (HVHZ). Apptr.. 'I ::.:; /::,i`1yb g Rub tte Fkrida u so / - cdk D.le 594 /l /7, NDAS o9 -0044 • t0 Miami Dade Pradwt C ��. " N 4975 r . 1. - 0 TE I�DI 9./ O. » S :CO R L Robert J. Amoroso, P.E. PE 049752 Head anti Slit Jambe Contests Un'Grouted CMU Grouted CMU Typ. 0/ a. Min. Ends Mln. Ed Min. Em. b Min. Ed Min. Bob. Min. Ed ER* Wbacan i 1/4" 1 346 2 1/2 1 1/4 2 1/2 1 3/4 2 1/2 6/11 1 3'4 I 1/4 1 1/4 1 9/16 1 3/4 1 112 j Deo Crete -Hes 564 1/4" 1 34 2 1/2 I 1/4 2 1/2 iJm RecmmlmiWwf • • GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR G LAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9116" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G5 - 1" LAMINATED G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1" LAMINATED I.G, 3/16"1 EXT. CAP + 3/8' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1 " LAMINATED IG_. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THA WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6 REFERENCES: TEST REPORTS FTL -5980, FIE-5993, FTL- 6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023, FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -8033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NOA: 07 -0425.01, 03- 0225.05, ANSUAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HU 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13 -15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 16 ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNII IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrota Sot�W�r,clwreeaI,Iinlmum GnbedmeM enC Mnenum Edge Dt00nce Requirements B PER MIAMI DADE COMMENTS A PER MIAMI DADE COMMENTS ar — _J 11070 TECHNOLOGY DRIVE 1IOKOMIS, FL 34275 P.O. 80X1529 NOKOM IS, FL 34274 Elco Ultrecon Bco Crete-Flex SS4 Dia- 1/4" BC' 2700 psi 3500 psi 3350 psi 5/15" 1/4" Concrete Strength Requirements Type CONCRETE SCREWS STRENGTHS: Fy MIN. s 135 KW Fu MIN. 177KSI J • GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI 0i/5E1121 :V A MISSA*NI Ee rTeT. 9 idef. 3MP.9141T4d>t:T.TgileReF#5Wi5/5i. YS8 6,331T:T:1e,1:371 73150 r3e $00770 DESIGN PRESSURE CHART SEE TABLES 1,2 &3ON SHEETS 7, 8 & 9 Meeonry abongth Requirements Ungrounted CMU Grouted GNU COTS COO ASTM C -W wen grout conbmmng to Sections 2106.2 2. 1 2 and R609 of the FEC. Wood Screws (Head, Sill S Jambs) in. Type #12 Wood Screw Elco Crete -Flex 584 Emb. 1 3/8° 1 3/8" MIn. Ed 1" 1" UNLESS OTHERWISE NOTED Weis ...e NTS 1 > 23 e.+. PGT0002 NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 T COME INTO CONTACT RRICANE ZONE (HVHZ). Apptr.. 'I ::.:; /::,i`1yb g Rub tte Fkrida u so / - cdk D.le 594 /l /7, NDAS o9 -0044 • t0 Miami Dade Pradwt C ��. " N 4975 r . 1. - 0 TE I�DI 9./ O. » S :CO R L Robert J. Amoroso, P.E. PE 049752 P44nnk (Anchor Tension) P4400k Mounting Adapter (Anchor Shear) Concrete Grouted CMU Concrete Grouted CMU Typo Dia, rms. Emb. Min. Ed Min Emb, Min. Ed Min. Deb. Min. Ed Atm. Emb. Min. Ed Sico Ulbacon 1/4" 1 14 2 1/2 1 3/4 } 2 1/2 1 14 2 1/2 1 3/4 1 1/4 Eko Crete- Tea 554 1/4" 1 3/4 it 1/2 Not Rocomrnondod 1 14 2 1/2 Not Recommended • • GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR G LAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9116" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G5 - 1" LAMINATED G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1" LAMINATED I.G, 3/16"1 EXT. CAP + 3/8' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G5A - 1 " LAMINATED IG_. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THA WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6 REFERENCES: TEST REPORTS FTL -5980, FIE-5993, FTL- 6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023, FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -8033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NOA: 07 -0425.01, 03- 0225.05, ANSUAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HU 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13 -15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 16 ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNII IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrota Sot�W�r,clwreeaI,Iinlmum GnbedmeM enC Mnenum Edge Dt00nce Requirements B PER MIAMI DADE COMMENTS A PER MIAMI DADE COMMENTS ar — _J 11070 TECHNOLOGY DRIVE 1IOKOMIS, FL 34275 P.O. 80X1529 NOKOM IS, FL 34274 Elco Ultrecon Bco Crete-Flex SS4 Dia- 1/4" BC' 2700 psi 3500 psi 3350 psi 5/15" 1/4" Concrete Strength Requirements Type CONCRETE SCREWS STRENGTHS: Fy MIN. s 135 KW Fu MIN. 177KSI J • GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI 0i/5E1121 :V A MISSA*NI Ee rTeT. 9 idef. 3MP.9141T4d>t:T.TgileReF#5Wi5/5i. YS8 6,331T:T:1e,1:371 73150 r3e $00770 DESIGN PRESSURE CHART SEE TABLES 1,2 &3ON SHEETS 7, 8 & 9 Meeonry abongth Requirements Ungrounted CMU Grouted GNU COTS COO ASTM C -W wen grout conbmmng to Sections 2106.2 2. 1 2 and R609 of the FEC. Wood Screws (Head, Sill S Jambs) in. Type #12 Wood Screw Elco Crete -Flex 584 Emb. 1 3/8° 1 3/8" MIn. Ed 1" 1" UNLESS OTHERWISE NOTED Weis ...e NTS 1 > 23 e.+. PGT0002 NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 T COME INTO CONTACT RRICANE ZONE (HVHZ). Apptr.. 'I ::.:; /::,i`1yb g Rub tte Fkrida u so / - cdk D.le 594 /l /7, NDAS o9 -0044 • t0 Miami Dade Pradwt C ��. " N 4975 r . 1. - 0 TE I�DI 9./ O. » S :CO R L Robert J. Amoroso, P.E. PE 049752 • APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7 -9 S TA SH 7 Xp SEE D.P. TABLE, SHTS. 7 - 9 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, XX P SEE D.P. TABLE, SHTS. 7 -9 > bow . SAC 01/05/10 8 Or o.. SMC 11/18/09 A haw, M: M Q,-,. ex SMC 06/05/79 oxxo, xxxo, oxxx, xxxx, PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS ore 1070 TLC NOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1524 NOKOMIS. FL 34274 • �" )Q �k 7NbIrm CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. "... Or b.. n.:aona SEE DP TABLE SHTS. 7 -9 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI rwa�r tr at u"+e r 8019770 NTS 2 " 23 PGT0002 e SEE D.P. TABLE, SHTS. 7 -9 OxO, Oxx, xxO, XXX, OXXp, XXXp II C9 4 N _ J NOA.1 pi-9113440 MWN Dade P.t bst C4011 al ••%\�jpMES A ■ FQ S ENS � o ' CC TE , F 4�/4 Robert J. Amouso, P.E. PE #49752 PH 1 . • ' .�' .Y .h9 � ,u SHTS. 7-9 nd Nickel Tab!%El E l MLe m a E E ♦ IP BLE %L ' V Vc MY :f / /, ¢IAA TS. m + -9 xt L lam NEI • APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7 -9 S TA SH 7 Xp SEE D.P. TABLE, SHTS. 7 - 9 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, XX P SEE D.P. TABLE, SHTS. 7 -9 > bow . SAC 01/05/10 8 Or o.. SMC 11/18/09 A haw, M: M Q,-,. ex SMC 06/05/79 oxxo, xxxo, oxxx, xxxx, PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS ore 1070 TLC NOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1524 NOKOMIS. FL 34274 • �" )Q �k 7NbIrm CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. "... Or b.. n.:aona SEE DP TABLE SHTS. 7 -9 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI rwa�r tr at u"+e r 8019770 NTS 2 " 23 PGT0002 e SEE D.P. TABLE, SHTS. 7 -9 OxO, Oxx, xxO, XXX, OXXp, XXXp II C9 4 N _ J NOA.1 pi-9113440 MWN Dade P.t bst C4011 al ••%\�jpMES A ■ FQ S ENS � o ' CC TE , F 4�/4 Robert J. Amouso, P.E. PE #49752 PH 1 . • ' .�' .Y .h9 � ,u • • OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SI C TAI SH 7 SI D TAI SH 7 EE D.P. TABLE E D.P. TABLE OXXXXO, XXXXXO, OXXXXX, =MX. XXXXXXp APPROVED CONFIGURATIONS SMC 01/05/10 0 almoner SMC 1/18 A 011.0110 PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS 1070 TECHNOLOGY ERNE NOKOMIS, FL 34275 L 011solpeelL QUALIFIED CONFIGURATIONS P.O 00X 1929 t SERIES 770 ALUM. SGD - LMI NOKQW$ FL 34274 ^ \ le aarrr Se. are 1». SGD770 NTS 3 > 23 PGT0002 B Apple HI +,s caT104.74 Whit E£B pace M OR � � t n M D .d nude Product Coated Robert J. Amoroso. P.E. PE #49752 2 Kt .F FL 3 955 PH .12140 -1 /i.i F' 1J1 SHTS. SHTS.7 -9 0Ag1 _ - N 6.4 AMA WAVY 11I W oh CD41 4Dt0 " s ©© P ♦ Q 3LE boas FXI3 ?-)ft ,1)@ , :r041kettEl , :.64v4Pk; ul • rft n ♦i TS. � - 9 ,.m& h L_ WAVY NEVER s v4-D 5t3 • • OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SI C TAI SH 7 SI D TAI SH 7 EE D.P. TABLE E D.P. TABLE OXXXXO, XXXXXO, OXXXXX, =MX. XXXXXXp APPROVED CONFIGURATIONS SMC 01/05/10 0 almoner SMC 1/18 A 011.0110 PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS 1070 TECHNOLOGY ERNE NOKOMIS, FL 34275 L 011solpeelL QUALIFIED CONFIGURATIONS P.O 00X 1929 t SERIES 770 ALUM. SGD - LMI NOKQW$ FL 34274 ^ \ le aarrr Se. are 1». SGD770 NTS 3 > 23 PGT0002 B Apple HI +,s caT104.74 Whit E£B pace M OR � � t n M D .d nude Product Coated Robert J. Amoroso. P.E. PE #49752 2 Kt .F FL 3 955 PH .12140 -1 /i.i F' 1J1 SHTS. 7 -9 n 4 _ - N 6.4 WAVY WAVY 02615 t oh 4Dt0 iv ler , :r041kettEl , :.64v4Pk; ul • rft n ♦i VTAILlr ki MI WAVY NEVER s • • OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SI C TAI SH 7 SI D TAI SH 7 EE D.P. TABLE E D.P. TABLE OXXXXO, XXXXXO, OXXXXX, =MX. XXXXXXp APPROVED CONFIGURATIONS SMC 01/05/10 0 almoner SMC 1/18 A 011.0110 PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS 1070 TECHNOLOGY ERNE NOKOMIS, FL 34275 L 011solpeelL QUALIFIED CONFIGURATIONS P.O 00X 1929 t SERIES 770 ALUM. SGD - LMI NOKQW$ FL 34274 ^ \ le aarrr Se. are 1». SGD770 NTS 3 > 23 PGT0002 B Apple HI +,s caT104.74 Whit E£B pace M OR � � t n M D .d nude Product Coated Robert J. Amoroso. P.E. PE #49752 2 Kt .F FL 3 955 PH .12140 -1 /i.i F' 1J1 1 3LE TS. % / / t 9 e.�, SHTS. 7 7-8 A An. 41111 is WASP tWilai 41$141$1 RIM/ ill IV E ' M N ' 4111 4 41V z zD:ft,'D CH; D4.; M N 4117 M n w w ` DO AD ` SHTS. 7 -9 n c o� 41 @l Q11 + =E # �[l Q 7 6 ©o WA 0 4111 Ml /� �l /, NIT nLi 3LE / tfetAi -9 o♦ / m OAF Mli Or NMI s ( D4.; • APPROVED CONFIGURATIONS: OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SI D TA I SH 7 .. 4414- 4 a, or ..d n.. 3MC P IAI5'W me Lr M: . SMC IVIMM 0••• ors u SAC 011 SI D TA I SH 7 u 0.1.11,4 PER MW# DADE" COMMENTS PER MAAS OWE COMMENTS D.P. T OXXXXXXO, XXXXXXXO, OXXXXXXX, XXXXXXXX, XXXXXXXXp I SEE D. P. TABLE 070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 1529 NOKOMIS, a 34204 • Orateert SERIES 770 ALUM. SGD - LAW QUALIFIED CONFIGURATIONS sao770 NTS ~4 0...o . 23 PGT0002 New �w N -1 AP7rn.;:A a•eo'' O irg K1t4 10r0 NC.09 of o /:G 14MM ::uie hothat c+w61 1 4.. 7 1• Ll�..,1. v n„o ` p• � pI$ES 4 , ,,,,, � i 4 .4Q •.', E N S'y0 , � . 41 .41 49 2� 1 0 % D I TE OF : 70i c P'c�� Robert J. Amomao, P.E. PE #49752 :111NVV701T 4.2181R•ilf* INDOT4F3^I3IR9 f3' ::Or , e. 41131K3 tTW9:IRP3!WAR)I:?:1« Ti 3f70• • A•M y. O- .• 9F 9•v A.4er: ar: SMC 11/16/09 SMC 08NSN9 EXTERIOR O•• . . Oew 3/16" HS GLASS 090 DBPVB 3/16" HS GLASS 7/16" NOM. 7/16" LAMINATED GLASS TYPES G3 1/4" HS GLASS 090 DBPVB 1/4" HS GLASS 9/16" NOM A PER MIAMI DADE COMMENTS 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A 1070 rEOHNOLO01' DRIVE NOfOMIS, FL 34275 P.O. BON 1529 NOKOMIS, FL 34274 EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 7/16" NOM. 7/16" LAMINATED GLASS TYPES G4 /4" HS GLASS 090 SGP 1/4" HS GLASS 9/16" NOM. • GLAZING DETAILS 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A SERIES 770 ALUMINUM SGD - LMI ...c.r :� sma e.+c SGD 770 NTS 5 d 23 PGT0002 Apprn...o e• cemplyiy aMtb We Florid IY.icin„ Code Date wR 7 70 NOM 4 Miaa7 DO & ?VOW 7:IOVZId•1 :Va40410§SOOMIlf.T.A. /4lOIRIO RITO1.FV71COIO7dyf9f13 711111041M .isi /MIVIIVIPMCMIO: Robert J Amoroso, P.E PE 549752 • moftem Arms it,: oac EXTERIOR EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 318" AIR SPACE 3/16" T_GLASS 1" NOM. 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. (21 1 3(16" HS GLASS 090 DBPVB 11/154)9 A PER MIAMI DAM COMMENTS IP Nor SMC 08/06/09 I rRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE 1070 TECHNOLOGY DRIVE NOKOM IS, FL 34275 P.O.80111529 NOAOM88, FL 31174 • 3/16" HS GLASS EXTERIOR w .090 SGP — 3/16' HS GLASS 3/8" AIR SPACE 3/16" T_ GLASS 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 5/16" AIR SPACE iii 1/4" T GLASS 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A • GLAZING DETAILS soon NTS 6 d 23 "PR RYt $TC 1 C x+'I5 N 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE SERIES 770 ALUMINUM SGD - LMI DOWN aw Approv:d an mm 94.444 eRi, 8L6 Flo riI Codc Bai& F5441KT c7, 204 NOA6 01 -Oil a •oo 1111arI Dads Prudent Ce8a�i L lSk l • l G -�L PGT0002 A Robert J. Arnow., P.E. PE 449752 ST FTF CJ5 ROP.KI 60 ;£ Fl t'37'1 5B4FX171.9161748 (DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL H 8 TAPCON SHEET TABLE 1. > HEAD & SILL (H&S) INTERLOCK >JAMB ANCHOR QTY >RHOOK GS -7/16" LAMINATED I.C.U. -(3/16' GSA - //16' LAMINATED I.G.U. - STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS pR QTY. PER PANEL ANCHOR QTY. Anchee Types: .TRACON (FORMERLY CRETE-FLEX TEMP. /AIR /3/16 "HS. /RIB /3/16 - HS.) 3) '5/16 "UL BACON (1/4" TEMP / AIR/ 3/16" RS. I PJB / 3116'11.S.) 4) '#12 STEEL SCREW (G5) • SE= ANCHORAGE NOTES 1 8 2 ON S, 1 UNIT HEIGHT - 80 J 84 90 96 NOM PANEL WIDTH FRAME SIDE ONO Z't ONOO - E 2, 4- W000 1,2 - CONC 3 -CONC 000M 1,2 -CONC ONOO - E 2, 4 - WOOD ONOO L 3 -CONC OOOM - ' GLASS TYPE - 3. 3A 5, 5A +60 -60.0 +60 - 60.0 +60 -60.0 +60 -60.0 24 S 2 H&S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5. 5A +60 - 60.0 +60 60 0 +60 60.0 +60 -60.0 30 - H&S C4 +1 C4 +1 C4 +2 04 +1 C4+1 C4 +2 C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE • 3. 3A 5, 5A +60 -60 0 +60 60.0 +60 60.0 +60 -60.0 36 sla vq H&S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 -60.0 +60 60.0 +60 -60.0 42 S H &S C4 +1 C4+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 10 10 10 10 10 10 10 10 10 10 P HOOK 5 50 5 5 5 5 6 6 6 6 6 6 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +60 60.0 +60 -60.0 +60 60.0 C4 +1( ---„ C4 +2 - "'-� ( 48 ) "' -_ ,9:0:4^,[1, H&S 04 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 JAMB 10 10 10 10 10 10 10 10 10 10 10 --le-- P -HOOK 5 5 5 6 6 6 6 6 6 7 7 7 TABLE 1A SILL HT. VS POS. DP SILL RISE ( +) DESIGN FBGHT LOAD FLUSH 1 -1/2" WA LOW 2 -1/2" +46.67PSF WED 3-1/4" +60.OPSF HIGH 4" + 60.0 PSF SEE NOTES 1 -3 • . POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 /4 SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3. 4', 3 1/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION, 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS, O 070 TECHNOLOGY ()HIVE NOKOMIS, FL 31273 P . O . B O X 1623 NOKOMIS, FL 31271 • = EXAMPLE ON SHEET 10 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" MO' 90° OUTSIDE CORNER DP AND ANCHORAGE fi OH HEIGHT L STANDARD ASTRAGAL STANDARD STILES 90 INSIDE CORNER r OH LENGTH OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 Jts GE N . P " 6 OR GREATER `Qp0'" No 97 "GJ' 4 s SEE NOTE 3 l r= U ►,, �`� SERIES 770 ALUMINUM SGD - LMI ��i�s A ptrersd u c mpiyi¢g Melaka iM Florida 1111; 6 , 0.141C &.m?eb 441.111 NOM - 2. L. 10 Miami UrM PmAtt 0antrel sy �G k4r- 1- LLn.4-L °i° °e"` a.4 o° Robert J . Amoroso. Pb .. 560770 NTS 7 - 23 PG TO002 B Pe #40752 Y I) . - 3 N remw t3Y - " 7 RC/EI /J Fn Fri7ri , FW' 5 - - l TABLE 2A SILL HT. VS POS. DP SLLR ( +) cecN I43 HT LOAD F/ JSH - 1 12' N/A LOw- 2 -1 /z' - 4667 PSF NED - 3 -114" + 60 PSF HIGH " 4" + 60.0 PSF 5EF NOTES 1 -0 • DES /ON PRESS ti RE AND ANCHORAGE - UN- REINFORCED - HEW/ D(ITV STII F - STANDARD ASTRAGAL > *680 a slt (FMS) NTEIZ.062* & STRAIGHT 6 CORNERA61RAGAL CLUSTER PLUS N EA,ELNTEAWHEN OTY. MR PANS 1-16 6, + 4A66 AN,/OR0?Y. +P6 3( AFKJOROTT 04 7/16" L6664815D GLASS- 418" Ks: SOP, 3/1w HS.) 044 -9'18• LAMNATED GLASS • NA' Hs, sup 1/4' HSJ G6 -7!16" LANTATED LG.U.- (3'18' T94 /8/9)3,19' HS /3GR: 3/l6'HS.) GW . 7/16' * AMNA1H71 OU -0/4 :444:316 H.S 1 SGP / s18 HS ) 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1 4" SILL. 2. WHEN USING THE 2 112" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60,0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 1/2 ", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 80 * 81 0Mr' sir: MAW, q � 064G 11/1699 or SMC 08105A7'9 Firorroa 41 0* MIAMI (040E CCJA46NT9 PER YIAN I DADE COIAMENTS 1070 TECHNOLOGY DRIVE NOK M IS, FL 34274 P.O. SOX 1529 NOKOMIS, FL 36274 • Anchor Types- 1) '1/4' AOD ULTRACON (F10R.ERY TAPCON 2) '1)4' 504 C7is16FLEX 3) '5116' LUTRACCN 4) '612 5TI$ SCREW (G5) .6a AK HDENSENDIES 1 8 2 ONSEEET I. = EXAMPLE ON SHEET 10 • DP AND ANCHORAGE t OH HEIGHT TABLE 2 EQUAL TO 1 O OI OR GREATER 0 SEE NOTE 3 OH LENGTH I OVERHANG OH LENGTH OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE 8 OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" Approved a ro80I*5 819 L,1l9 Fl ri4p LAIi2 :0 Cock Oru a(ett/ek / 6 NOM104• eAL C0 Miami 044 VT6401 Cba4d . * CEN SF 6 ,1. 0 49 ATE F : ,FS.< ** 6s N ? �� . 1 0A ; E NS : • ` SERIES 770 ALUMINUM SGD - LMI ' S00770 NTS 8 ° 23 PGT0002 8 :A PE 649752 °. P,E. Pk ,. 61 SY STF .KI w / 12455 PH '(21680.178A FAX 32164x1/N4 -- UNIT HEIGHT 50 84 96 ) I 102 108 1(4 120 NOM. PANE1 WIDTH FRA61E SIDE 1 0400-2 ONOO -f 000M- r'Z 0N00 Z'L 0400 - £ 0004{-r'Z 1 ONO ° - Z': °400- OOOM - ✓Z ON00 1 0N00 - E 000M - 9'Z ONO° - Z'L ONO° - £ 000M - ONOO OOOM - V 'L ON0° - Z 'L ONO° - £ 000M - V'Z °N0 °-Z ONOO -£ OOOM GLA55 TVPE - 4, 4A 6 68 600 -600 60 0 -60.0 60.0 -600 60.0 -60.0 600 -60.0 60.0 -60.0 600 -60.0 60.0 60.0 24 V.aa:v H35 04.1 C4+1 06.2 C4 +1 04 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4+1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4+1 C4+1 C6+2 C4 +1 C4 +1 06 +2 JAMB 10 5 10 S 10 5 10 . 4_10 5 5 1 0 5 ID 5 10 5 10 5 10 S 10 5 10 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 P -HCY08 GLASS TYPE - 4, 4A 6, BA 60.0 60 0 60.0 -60.0 60.0 - 60.0 60.0 600 60,0 60.0 600 -60.0 600 -60.0 60.0 60.0 30 2 H88 04. 04 +1 C6 +2 04+1 04+1 C6 +2 C4+1 C4 +1 C6 +2 04+1 C4+1 C6 +2 C4 +1 04 +1 06 +2 C4 +1 04+1 C8 +2 C4 +1 04 +1 C6 +2 04+1 C4 +1 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOCK 0 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 GLASS TYPE - 4.. 4A 6, 68 60 0 60 0 60 0 -60 0 800 60.0 80.0 600 60.0 60.0 60.0 -son 60.0 60.0 60.0 60 0 36 1 1 s "guy H8S 04 +1 C4+1 06 +2 C4 +1 C4+1 C6 +2 C4 +I C4 +1 C6 +2 C4 +1 04 +1 C6 +2 C4+1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4+1 C4+1 C6 +2 C4 +1 C4 +1 C6 *2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 7 7 7 7 GLASS TYPE .4" 48. 6,68 60.0 -500 600 60.0 60.0 -600 800 60.0 60.0 -60.0 60.0 60.0 600 -60.0 600 -60.0 42 =/a G4 +1 10 4.4+1 10 C6 +2 10 C4 *1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 1 C4+1 10 C6 +2 10 C4 +1 12 - C6 +2 12 12 C4 +1 12 C4 *1 [as r 12 Sii ® ® C6+2 � 12 O4 +i 12 C4 *1 12 C6 +2 12 - _... 10 - 10 10 10 10 10 10 P -NOOK 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -4, A 6,8A 800 -600 60.0 -600 600 600 600 600 600 60.0 600 600 60.0 - 60.0 60,0 60.0 48 �w v Has 04 +1 04 +1 C6+2 C4 +1 C4+1 C6+2 C4 *1 C4+1 C6 +2 C4+1 C4 +1 +2 C4+1 C4+1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4+1 C8 +2 C4 +1 04 +1 C6 +2 JAMB 10 10 10 10 10 �mm� 10 � C6 i ® 12 12 ® ® ® ® ® ®® 12 P.HOG1( 5 5 5 6 6 6 6 6 6 7 7 7 7 7 7 6 8 8 8 8 8 9 9 9 CLASS TYPE - 4.4A 6.68 60.0 -60.0 00 -600 60.0 60.0 60D -60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH 54 M MS C4 + C4 +2 C5+2 X6 63 �;y� C5+2 C4 +2 C4 +2 C5+2 JAMB 10 10 t0 mm 10 10 10 10 8 1113111113111 ©01010011EINIENI0 7 600 600 600 - 80.0 60.0 60.0 c4+2 ® ®emmonsimmara -60./) -600 C5.2 �80 ) , H8S JAAAB RHOOK eJ c4 +2 c5 +2 10 6 10 6 10 10 6 6 m. 111011111111111311 m. 10 x'-18' • 10 6 7 7 • DES /ON PRESS ti RE AND ANCHORAGE - UN- REINFORCED - HEW/ D(ITV STII F - STANDARD ASTRAGAL > *680 a slt (FMS) NTEIZ.062* & STRAIGHT 6 CORNERA61RAGAL CLUSTER PLUS N EA,ELNTEAWHEN OTY. MR PANS 1-16 6, + 4A66 AN,/OR0?Y. +P6 3( AFKJOROTT 04 7/16" L6664815D GLASS- 418" Ks: SOP, 3/1w HS.) 044 -9'18• LAMNATED GLASS • NA' Hs, sup 1/4' HSJ G6 -7!16" LANTATED LG.U.- (3'18' T94 /8/9)3,19' HS /3GR: 3/l6'HS.) GW . 7/16' * AMNA1H71 OU -0/4 :444:316 H.S 1 SGP / s18 HS ) 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1 4" SILL. 2. WHEN USING THE 2 112" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60,0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 1/2 ", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 80 * 81 0Mr' sir: MAW, q � 064G 11/1699 or SMC 08105A7'9 Firorroa 41 0* MIAMI (040E CCJA46NT9 PER YIAN I DADE COIAMENTS 1070 TECHNOLOGY DRIVE NOK M IS, FL 34274 P.O. SOX 1529 NOKOMIS, FL 36274 • Anchor Types- 1) '1/4' AOD ULTRACON (F10R.ERY TAPCON 2) '1)4' 504 C7is16FLEX 3) '5116' LUTRACCN 4) '612 5TI$ SCREW (G5) .6a AK HDENSENDIES 1 8 2 ONSEEET I. = EXAMPLE ON SHEET 10 • DP AND ANCHORAGE t OH HEIGHT TABLE 2 EQUAL TO 1 O OI OR GREATER 0 SEE NOTE 3 OH LENGTH I OVERHANG OH LENGTH OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE 8 OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" Approved a ro80I*5 819 L,1l9 Fl ri4p LAIi2 :0 Cock Oru a(ett/ek / 6 NOM104• eAL C0 Miami 044 VT6401 Cba4d . * CEN SF 6 ,1. 0 49 ATE F : ,FS.< ** 6s N ? �� . 1 0A ; E NS : • ` SERIES 770 ALUMINUM SGD - LMI ' S00770 NTS 8 ° 23 PGT0002 8 :A PE 649752 °. P,E. Pk ,. 61 SY STF .KI w / 12455 PH '(21680.178A FAX 32164x1/N4 DESIGN PRESSURE AND ANCHORAGE - UN- RENFORCED - HEAW DUTY STILE - HEAVY DUTY ASTRAGAL H & TAPCOM SHEET TA8LE3. > HEAD & SILL (14SS) INTERLOCK, > JAI* ANCHOR QTY. Kx FMK G6- 7/16' LAMNATED I.G.U. - (3/16' G6A- 7/16' LAMWI T ®I.GU.- STRAIGHT & CORN32 ASTRA GAL CLLS TER PLUS INTERLIEDATE AN:310ROTY. Anchor TEMP. /AR /3/16" KS. /SSP /3/16" HS.) 3) '6/16" (1/4"1134? /AR/ 3/16" H.S. / SGP /3/16' KS) 4) #12 • SEE ANCHORAGE INC CR QTY. Typos: 1 LLTRACON PER PANE- (FCBTASRLY 1 & 2 ON S, 1. ;.rc it-FLEX LLTRACON S1133. SCRBV (G5) NOTES UNIT HEIGHT 80 84 90 BB NOM. PANEL WIDTH FRAME SIDE ONOO - Zt ONOO - £ OOOM - 4'Z ONO 0NOO 000M - 4'Z ONOO 3 - CON C aoOM - 4'Z ONOO 3 - CON C OOOM GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -80.0 24 sioy3uV H &S C6 +2 - C6 +2 C6 +2 C6 +2 C6 +2 C6+2 C6 +2 C6 +2 C8 +2 C8 +2 C6 +2 C6 +2 JAMB P -HOOK 10 5 1010 5 10 10 10 10 10 10 10 10 10 �-- - I i - 5 5 5 5 6 6 8 8 6 GLASS TYPE -4, 4A 6, 6A 90.0 .80.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 30 5101.13UV H &S C6+2 C6 +2 C6 +2 C6 +2 C6+2 C8 +2 C6 +2 C6+2 C6 +2 C6 +2 C8 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 6 8 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90,0 90.0 -90.0 38 SJ3V H &S C6 +2 C6 +2 C6+2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C8 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -4, 4A 6. 6A 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 90.0 -900 42 sJoyxy H&S C6 +2 C6 +21 C6 +2 C6 +2 C6 +2 C6+2 C8 +2 C6 +2 C6 +2 C6+2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A 6. 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 48 7x+V H &S JAMB C6 +2 10 C6 +2 10 C6 +2 C8 +2 C8 +2 C6 +2 C8 +2 C8 +2 C6 +2 C6 +2 C8 +2 C6 +2 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 9 8 8 8 9 9 9 10 10 10 TABLE 3A SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH - 1 -1/2" NA LOW- 2 -1/2' + 46.67 PSF NED- 3-1/4" +60.0PSF HGH - 4" + 90.0 PSF SEE NOTES 1 -3 • 1 POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2 WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 2 1/2", 3 1/4 ", AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 1.• 0 sy: (NAKAO 0 PER WAW DADE Cm11MENTS ▪ F ▪ VIM70 A PER A AW DAD[ COMMENTS mw,er O.r ChieloorYe 4..' SAW 08475/09 1070 TECHNOLOGY DRIVE NOKOIW& FL 34275 P.O. BOX 1578 NOKOMIS, FL 34274 • ExT. 90° OUTSIDE CORNER DP AND ANCHORA HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 90' INSIDE CORNER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" r , OH LENGTH -{ OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER Approved or teoptriq w6►6o PI.fW 116616=1; . 116616=1; Colo _ o rs 5 p • B O Cahill Dale d.tt Cahill °" Bs tit 1. 1 OH - p HEIGHT , �... J E$ 4 �'i,� 1 : S Oq' , Ce SEE NOTE 3 ' * ,, ' �I • 7 S OF .�4/� GE .,FS•( SERIES 770 ALUMINUM SGD - LMI ,,, S, , O ,,, ,,, ,H � `�� ,, 0..46012 a°" Bum Dislapev �` Robed J. Amoruso, PE. 560770 NTS 9 23 PGT0002 B PE 049752 FRFPARFD R: BY FTC I 535 N r.n sw7T .. ST STF ■;25 RIICKI FD F P 725// i 1- 4 - 178A - F' OTT5K -1759 , . S S S S S 1 . MAX. " = FRAME ANCHORS • = P-HOOK ANCHORS MAX " " " ""—I' " 6 °M •. 10" • • • • • • 10" MAX. MAX 3 3' 21 MAX. 6' MI • " Fij p I " +I i �- 24" MAX. O.C. " " " " " 8" MAX. TYP. _ ,.,.. ,,,..,..,-.. • • 24" MAX O.C. SMC 5w.. SMC ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 1/4' ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE -FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 -3, SHTS. 7 -9: HEAD & SILL ................ 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11 -12. JAMBS & P- HOOKS... 6' MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. ry 8' MAX. t TYP. 0 0 EXTERIOR t L INTERLOCK CENTERLINE S. Pt... 1A*/10 Emit t/lPV" A 0&05:0G NJA 3.S" J EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL TYP. ((3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR SEE CLUSTER -. DETAILS, SHT. 11 -- 3.5" TYP. 3.5" TYP. RAM. "ANCHORS PER PANEL" ARE 8' MAX 3.5' INTERLOCK THOSE AT THE HEAD AND SILL CENTERLINE 1 BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK. 2.04" (7) P -HOOK ANCHORS INTERLOCK CENTERLIN E SEE CLUSTER DETAILS, SHT. 12 OADk )MM'NTS $ 6' SEE NOTE BELOW 14" 6" SEE TYP. JAMB CLUSTER C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL ` DETAIL BELOW 2 C4 2 04 2 C4 2 / SEE CLUSTER DETAILS, SHT. 11 1070 TECHNOLOGY DRIVE NOKOMIS. Fl. 34275 PO BOK 1529 NOKOMIS, Fl. 30270 3.5' 3.5" 24" MAX. O.C. EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE �T T, . I 4.051" 0 0 • 1\ _ ' I MIN. o 0 { i O.C. L 3.5° 2.04" NOTE: SEE DETAILS S & T SHEET 14 & DETAILS TYPICAL JAMB CLUSTER FOR DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS M. N. O. P. O & R 8" MAX ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI 9 :799_1:l#.7:178.1 9R FT1;R.(T5$"( ice: \I 500770 SEE CLUSTER DET., SHT. 1 CENTERLINE 1 � I NTS 10 " 23 SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. .C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING PGT0002 w" A,_1 r aa(t@lyw/ll W Orr� C Yy 73 NOM el °MIL•47 Mufti Doh hsiose Camel Div UU1 i i>tNA` ar>r. , P.E. 6 PE #49152 NanZatirafikraiklitiErAr • INT. 3 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 A INTERLOCK - -+ CENTERLINE ASTRAGAL OR 1 INTERLOCK I CENTERLINE 3.5 1 INT. 4.072 5.369 j o l _J 3- TRACK, / INTERLOCK ANCHOR CLUSTER - C4 AASTRACAL7 INTERLOCK -. CENTERLINE PER &4N9 DARE CONVENTS WPC INT. L 4- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 1 J r INT. 3.5 L 4.051 7 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 L ASTRAGAL OR INTERLOCK CENTERLINE --O 2.040 ASTRAGAL OR 1 — INTERLOCK CENTERLINE 1 2.040 3.5 4.049 _ J 3- TRACK, ASTRAGAL / INTERLOCK _ ANCHOR CLUSTER - C5 rASTRAGAE aR INTERLOCK- - CENTERLINE 1 INT. 2.040 4- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34279 P.O. BOX 1529 NOKOW9, FL 34274 INT. 4.072 • 1 r - - -- INT. L 3.5 L 7 2- TRACK, ASTRAGAL I INTERLOCK ANCHOR CLUSTER - C6 rASTRAGAL OR INTERLOCK CENTERLINE 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 rA - TRACAE DR INTERLOCK CENTERLINE sodmisatt SGD770 ASTRAGAL OR 1 I� INTERLOCK CENTERLINE 1.75 4.051 PRFPARFf1 RY. PTC I I C 2.040 1 INT. 3.5 2.040 L __. L J 4- TRACK, ASTRAGAL I INTERLOCK ANCHOR CLUSTER - C6 J 2.04 J ANCHORAGE, EXAMPLE CLUSTERS SE RIES 770 ALUMINUM SGD - LM! NOTE: INT. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS 3.5 SHOWN ARE IN INCHES. NTS 1 1 d 13 PGT0002 A P"ACSWFI ST STE C75 RCM Eft ,F El navur . with the SW&a4 Cede eve Us* N0.14 basal se — •$O Rt 9.p'Gtt Robes J. Amoruw, P.E. PE #49752 5 PH' 32I- 4S.i7t9f- FAR371.49E.1/94 1 i "i "I t DADE COMMENTS EXT. 2.04 3.889 EXT 3- TRACK, 90° OUTSIDE CORNER SHOWN 3- TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE), C-6 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS INT. 35 2- TRACK, 90" OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 31.775 P.O. VOX 1329 NOKOW3, FL 34274 • 4- TRACK, 90° INSIDE CORNER SHOWN, 4- TRACK, 90 OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS 2- TRACK, 90 INSIDE CORNER SHOWN, 2- TRACK, 90 OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - USED FOR C5 AND C6 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI S.W. M. - o.evw a., S00770 NTS 12 • 23 PGT0002 6 PRI-PARtf RV' PTB IIC h'., N PO(SWr1 ST STE (''9 Rona F n,FA NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Approved as cw{ildq whit Oa Florida ISe die3 Code Oer1c64wf1y r7 20ro NUA903-9924 -(0 Miami Odr Frdrrt Ow/1d 1" MIN. E.D. TIP, r ---- 1" MIN. , 2 1/16" 0.C. i E.D. TYP. I .1 1 TYP t ; . .(C • %,- -11 3/8" MIN. ■ k (- I ---- 1/4" J 1 1 /4» 5 MAX MAX. SHIM j SHIM WOOD ANCHOR 1 YP., SEE ANCHOR NOTE 2, SHT. 1 SEE ANCHOR NOTE 5 SHT. 1 (114" MAX.) EXT. 2 1/16" 0.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) EXT DETAIL A, 2-TRACK FRAME HEAD WOOD INSTALLATION SMC 08/06/0G -- WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16° O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 TYP, 2x WOOD BUCK DETAIL F, 2-TRACK FRAME SILL L TYP., WOOD INSTALLATION SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 3/8' MIN. DETAIL ft 3-TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT, 1 2 1/16' 0.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT, 1 DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION km Bs Dm limed ar SMC DIA35/10 B PER klA14 CADE CCOMIENTS &weak' 0.1.■ kolas. MAC I WOKS A PLR MAW CADE COMMEIRS Oa. Or Ore Medea Br DoliK SEE ANCHOR NOTE 5 SHT. 1 (VC MAX.) EXT. TYP. DETAIL B, 3-TRACK FRAME HEAD WOOD INSTALLATION WO 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80. 51529 NOKOMIS, R. 34274 1 3/8" MIN. EXT. 1/4" MAX. SHIM 2x WOOD BUCK TYP SEE ANCH.NOTE 3, SHT. 1 2 1/16"1 1° MIN I I E.D., TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION 21/16" 0.C., TYP. SEE CHART, SHT. 1 2 1/16' O.C. TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 1X C C DETAIL D, 3-TRACK FRAME HEAD CONCRETE INSTALLATION WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL C. 2-TRACK FRAME HEAD CONCRETE INSTALLATION 2 1/16" 0.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) EXT. SEE CHART, SHT. 1 DETAIL 0 2-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN ED., TYP. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL I, 4-TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX) 1" MIN Ex 2 1/16" ac., TYP. E.D., DETAIL K, 4-TRACK FRAME SILL TYP. WOOD INSTALLATION ANCHORAGE DETAILS TIN SERIES 770 ALUMINUM SGD - LMI 4,464444* SOD770 NTS 13 . 23 pK4FA c rcr{cw SEE CHART SHT. 1 1/4" MAX EXT SHIM 3/8" MIN. 1 3/8" MIN. ONCRETE ONCRETE SEE CHART SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SEE CHART, SHT. 1 1- 21/16" O.C. TYP .11811 V SEE CHART SHT. 1 Apprutod es eolat,hiag dis Florida M4 (.O4 ewe Iclacvny 410 NONII of -of .14 Mimi DIM room Swab els 544 Robed J. Arnaruso. PGT0002 B PE #45752 CTF r, Pnricl FCRW Ff .4--01.7.-179'ailiTTM/rATCIT14:79[1:7744" • • • CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1/16" 0.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) F . EXT. L [ 1 3/8" MIN. --[•-• 1/4" MAX. SHIM EXT. ! . [ WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16' 0 C., TYP. DETAIL M. 4-TRACK FRAME JAMB WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS Nmof M tioN SMC OW5110 7imell Er bre SMC 01 Pa. L smc 08/05v9 SEE CHART, SHT 1 DETAIL L, 4-TRACK FRAME SILL CONCRETE INSTALLATION - 1" MIN. —.- 1/4" MAX SHIM -.-- EXT I WOOD 1' ANCHOR IP ' \ 1 MIN. TYP., SEE ANCHOR NOTE 2, SHT, 1 2X WOOD BUCK SEE ANCHOR NOTE 3, DETAIL N 2 TRACK FRAME JAMB SHT. 1 WOOD INSTALLATION Ireemmes, 1' MIN. 1 lb! 2.693' MIN. EXT. DETAIL S, P-HOOK WOOD INSTALLATION PER EWE (MOT COMMENTS PEN MAIM (JADE COMMENTS . 2 1/16" • WOOD FRAMING 1 3/8' MIN. ONCRETE 1/4" MAX. SHIM SEE CHART SHT. 1 CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR NOTE 1, SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL 0, 4-TRACK FRAME JAMB TYP. CONCRETE INSTALLATION 1 3/8" MIN. DETAIL Q, 3-TRACK FRAME JAMB WOOD INSTALLATION 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Pa BOX 1529 NOKOMIS, FL 34274 2X WOOD BUCK SEE ANCHOR NOTE 3. SHT. 1 2 1/16" O.C., TYP. 11 1 114" MIN. . SEE CHART SHT. 1 • 1/4" MAX. SHIM --•-1 --i SEE CHART , SEE CHART SHT. 1 1 SHT. 1 I i ANCHOR ANCHOR Ill [ ,.Z 7. 21/16" TYP., SEE 0.C., TYP. CONCRETE NOTE 1, - — SHT .1 -• 1" MIN. ASONRY DETAIL T, P-HOOK CONCRETE INSTALLATION 1/4" MAX. SHIM 4 EXT CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART, SHT. 1 500770 EXT. 2.693" MIN. DETAIL P, 2-TRACK FRAME JAMB CONCRETE INSTALLATION _1 SEE CHART SHT. 1 SEE CHART SHT. 1 [ 21/16" [ [ L'ap .47 , :"[t [ - ASONRY DETAIL R, 3-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS / MASONRY • - (GROUTED BLOCK ONLY) NTS SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI 14 A 23 Onnft [ O.C., TYP. PGT0002 3.5" TYPICAL JAMB CLUSTER FOR DETAILS M RD. P. CI R Approvad as ow,tylag with al Ralik Baktisa Coto Diethia BOAS opoit)z. hu..a 0,44 &Am tiont rtttL.. • 4 , 0 % O ( 3 4 ".: * C; •C E d i' ' No 49752 ." 61 ( EIR E ./Zi % Robert J. Amoroso, PE. PE 549752 11:■4■1U7Jm■Evita OIMAIizioweS,F,MinFil 4110.1.1Cre.c4e4s J•Tiqtafigo. v+Piev :r! • PER 4444441 DADE CCMWENTS ANCHORAGE DETAILS / EXAMPLE ELEVATION me. 4r tW P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1° MIN. sac or hew/ el thee 5MC 11/1 SMC 014O5/06 DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT NOM. PANEL HEIGHT - 8.25" WOOD FRAMING 1 3/8' MIN. 2.693' MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS `DETAIL'U', SHT. 18, ANCHORAGE DETAILS 'E' 8'G', SHT. 13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT. 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427$ P O. BOX 1528 NOKOMIS, FL 34274 • DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' 8'C, SHT. 13 1 1/4 MIN. E.D. TYP 2.693' MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION /DETAIL 'EE', SHT. 19, ANCHORAGE DETAILS 8'P', SHT. 14 EXT. DETAIL 'BB', SHT. 19 DETAIL 'IOC, SHT. 20 HORIZONTAL SECTION B-B SEE CHART, SHT. 1 -CONCRETE / MASONRY (GROUTED BLOCK ONLY) SERIES 770 ALUMINUM SGD - LMI SeraseNal Bow' OM, __ '. SEE CHART, SHT. 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, #10X1.50' PH SMS PANEL CORNER DETAIL #8 X 1.00' PH SMS (OPTIONAL) FRAME CORNER DETAIL $00770 NTS 15 23 PGT0002 • ST.. A»se.sd o sonpiyingMIA** FLA& ©#L$sa Cale Das hiktugotl 7z 24ro NOMAq- nRX.lp Mimi Dade Prolett ONIMS g i y - ) 1 . L4 N�• 4 .4.5 ENg 9'. o ; TE OF ••u :#;c:p oPC'`�: �� * * *S,ON UR i1 S'00� Robert J. Amoroso, P.E. PE #44752 *1.1111frelitiNlIg S vl1:T. •. P31'.'•'r51.4•`:sYyk1-f!v•4sfri* • • NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18 -20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES DETAIL CC', SHT. 19 -, 1 -DETAIL 'BB', SHT. 19 ` ; 1 ' DETAIL 'FE', SHT. 19, v JDETAIL'V, SHT. 18, ANCHORAGE DETAIL 'N' & DETAIL 'EE', SHT. 19, ANCHORAGE P ,SHT. 14 ANCHORAGE DETAILS 'N' DETAILS 'A' & 'P', SHT. 14 &'C' SHT 13 .� / DETAIL V, SHT. 18, r ANCHORAGE DETAILS 'A' ., :. PANEL TYPE D X PANEL TYPE A I O H NOTTE E 1 X MAX. HT. SEE DP TABLES ( "� r e MAX. HT_ SEE I DP TABLES &'C' SHT. 13 _ „_ PANEL TYPE R � __.. ,-, PANEL TYPE t' X o f j' r i r I 11 I 1 r , a b� PANEL N1 PANEL TYPE • TYPE 1 'A' CS' i n i u ” . a 14> a PANEL TYPE USK ' V — PANEL TYPE , j I SEE NOTE r ♦ ■ - v - DETAIL 'EE', SHT. 19, ' ANCHORAGE DETAILS 'N' & 'P', SHT, 14 DETAIL 'BB', SHT. 19 1 DETAIL'JJ', SHT. 20 INT. f �� u _.__ _ .. 4 IL 1 EXT. DETAIL 'U', SHT. 18, f SEE FRAME & ANCHORAGE DETAILS 'E' PANEL CORNER OXXX (2 TRACK) &'G', SHT. 1 3 � DETA L'U', SHT. 18' HORIZONTAL SECTION A -A XX -90° CORNER -XX (2 TRACK ANCHORAGE DETAILS 'E' 90 °OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE DETAIL 'CC', SHT. 19 - _/- DETAIL 'BB', SH7 , SHT. 19 �i <DETAIL'DO', SHT 19, DETAIL 'AA', SHT. 19, ANCHORAGE DETAILS 'O' ANCHORAGE DETAILS 'S' & T, &'R', SHT. 14 SHT. 14, 'MM' & 'NN', SHT. 15 DETAIL'X', SHT. 18, ANCHORAGE SHT. 19, ANCHORAGE DETAILS 'M' ORAGE SHT.18, I ANCHORAGE DETAILS 'I' &'J, SHT. 13 "T;, PANEL TYPE F' y [� � H (� SEE DP DETAILS e' 8'p' PANEL TYPE 'F y SHT. �_ PANEL TYPE K, SEE NOTE a X MAX. HT. DP TABLES 4 w APProN.I u� Cogs aft 2oro M Gre oy I a...,..- PANEL TYPE ; i 0 PANEL TYPE L , 7 f SEE NOTE 3 PANEL TYPE M . 1 POCKET UNDER SEPARATE ,I APPROVAL � 1 1 TABLES � r p � a •• y` ••• �PM ES q "4 i . gr n . � • BJ `,. e.:. �� N 49 % ` 0 * _ b Z 'E 9F : � c♦♦' . O R . • y� ir ,,� . • � \ � ` 4. # F I A ` • it 0* Robert J. Amoruso. P.E. PE #49752 _ ... -, , MVIIIYI. __ � DETAIL 'Y', SHT. 8, XXXX (4 TRACK BY -PASS) ANCHORAGE DETAILS 'K' OXXXp (3 TRACK RIGHT POCKET) DETAIL w', SHT. 18,-x-- EXAMPLE SHT. 13 &'L', SHT. 14 EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT. 13 Oen*ir R.a4 SA Bow ar. ea m Aws,e� MOM .. nr rrr: A a.,o,. 4. am YtN ea COIIMIENTB PERNN1aLN *CE A 9/S o ( ( 1270 TEC1S�(MA6r0tNE NOKOMS FL 31774 P.O. BOX 1575 NOI(QW$ FL 3{771 EXAMPLE ELEVATIONS `.// —' ,,,` SERIES 770 ALUMINUM SGD - LMI Am sac ONO. p: SMC b.r tBMW e.,. pF1VM)9 . � NTS ee.e 16 . 23 � p~` " � ' soo77o PGT0002 8 9:71 -e:1M 7:yadietleMe8lkL1El[ete " - ■ : .11,31111WI.1:UTa:IM7iTe1 tl11044Alltl: :11011 17.51FT • • PANEL LETTER PANEL LETTER NOTE: P SINGLE FIXED J Ieozwl � 7 „—ly ASTRAGAL 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. Q INTERIOR rti IN LOCKSTILE LOCKSTILE `++' R FIXED SINGLE M SINGLE L DCICSTILE� INTERLOCK LOCKSTILE INTERLOCK T ASTR AGAL (eox 0411) FIXED CS CORNER SINGLE Epp, L I OUT Epp LOCKSTILE RECEIVER INTERLOCK T (mix IN) ASTRNGAL FIXED SC SINGLE CORNER IN LOCKSTILE i �, � ` y INTERLOCK r RECEIVER S r , QS SINGLE FIXED �� ASTRAGAL LOCKSTILE OUT CORNER i CM (ALL PANEL TYPES) EXTERIOR LOCKSTILE RL S K 40 x Ito FIXED AST RAGAL CQ J SINGLE CORNER INTERLOCK LOCKSTILE LOCKSTILE 13 t IN L SINGLE ASTRAGAL AS CORNER SINGLE INTERLOCK OUT r4 RECEIVER ` �+ INTERLOCK LR � cearam _ AS TRAGAL SA a ,5 INTERLOCK : S INTERLOCK �� 1 RECEIVER , N (1... DUTY ASTRAGAL 111 1 SINGLE CI CORNER SINGLE � �, ��8� iN ��ia INTERLOCK ` ,_, LOCKSTILE INTERLOCK (C SINGLE w ASTRAGAL IC SINGLE CORNER INTERLOCK IN INTERLOCK LOCKSTEE B SINGLE SINGLE CF CORNER 1N TERLOCIC INTERLOCK RECEIVER I'� LOIXED F INTERLOCK FC INTERN 1C.-3 LOCKSTILE 2 ' REC E PP a��ps INTERLOCK �'' t SINGLE INTERLOCK INT SINGLE CK l= LOCKSTILE Approval sa,. 1, r1:M{.•flrw G• 4Q��1� K RR 1NTERLOCK LOCKSTILE LO r Qi INTERLOCK U ASTRAGAL our) p, r E LOCKSTILE our, �""` s�wtk gryM� /' By lC.l,a�i , (,A s,.. Imo. ' ` �4 � tuupl ge ` DA 1 MES 44 4 . �.%�QZ '�G E iv.*: _ . 00' i O„ , * ! ! 1 r � E OF :III/` �.nr - '' 1 4 . I ONA L ' .. ... ,• ..r "f. " ". R0Dert J. Amaruso, P.E. PE 449752 U ASTRAGAL (40* M LOCKSTILE LOCKSTILE f�� 111 A SINGLE �-y I NTERLOCK Yeu+ LOCKSTILE D LOCKSTlLE SINGLE INTERLOCK J LOGKSTILE (9O.Y WT) - t ASTRAGAL OUT r i r - 1 a* 6r- nw.ur� 1070 TECHNOLOGY r3 RNE P.O. BOX 1529 fJ. S NdCOAM3, 427 - �' PANEL TYPES SERIES 770 ALUMINUM SGD - LMI SAIL c 1117649 n Dig A rrresr Ru PER MUM DtADE CO*p&M 0.... : �r —. • sooTTO NTS 17 d 23 - N .. Ir PGT0002 A • -1 - -1 f7 BY 4 1 1 R- `I . V , ' N 'i21414tE TA5TAItv1 -11W1 ma • • • • FIXED PANEL SHOWN PIMIO AVM. SAC SMC Own EXT. 01X0/10 111 08/05/09 EXT. EXT. 113 tIr Di EXT. 0 FLUSH BOX SILL RISER LOW BOX SILL RISER FLUSH FLAT SILL RISER LOW FLAT SILL RISER 0 DETAIL 'V DETAIL 'X' FIXED PANEL FIXED PANEL SHOWN SHOWN 0 DETAIL 'V SILL RISERS OPTIONS 0 r11 0 tKr a R MMIA4L E C.MN18 l.567 EXT. EXT. 0. EXT. 41110 JI 11 11 , 0 I 1 11; co 2.555" 2.555" 0 -4 EXT. EXT. ru 0 cit 10 MEDIUM BOX SILL RISER HIGH BOX SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL W DETAIL 'Y' 0 Li 0 LIL 3.305' 0 3 EXT. EXT. Sa7770 EXT. EXT. II IF II DETAIL •' 0 ■lar, 0 0 !I!. RION. , 1 co : HO i I VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI "142 t a iii0 0 ‘ % NTS 4.055" 4.055" rw 0 18 23 MioNIP 00 EXT. 0 DETAIL LL SCREEN AT HEAD PGT0002 <:] EXTERIOR INTERIOR (ALL VERT. SECTIONS) 0 00 0 00 !pi EXT o DETAIL 'M5.4 SCREEN AT SILL Approved as semidyieg with ad FWW4 IroldIng Cede Bede lairdtdolAy /..Z NOAS of - .Jai 46 Miami 066e rmikRt COMM 1 4 AI LI4P11 Robert J Amoruso, P.E. B PE 949752 10:11 4•10. A PER MARX DADE COMPRENTB Campastioc Orir I RJA 1070 MORRO-007 DRIVE NOKOMIS, FL 3Q75 P.O. BOX 1529 NOKOMIS, FL 3Q74 • • fiong;/ P.: SMC I 01 10 Awroons, MSC 1 w15 A °AAA A, GNANAIN SMC OB/05/09 RAJ DETAIL 'CC' STANDARD ASTRAGAL AND STILES DETAIL 'BB' PER MIAPAI DADE COMMENTS PER MAO DALk StAMAENTS Ore 1 DETAIL 'EE' C YDETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES 7 OR 43 AT MIDSPAN DETAIL 'DD' (FIXED PANEL) INTERIOR (ALL HORIZ. SECTIONS) , EXTERIOR *ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH ST LE 1070 75CHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 905 1529 NOKOMIS, a 34274 - - • AT MIDSPAN DETAIL 'FF (FIXED PANEL) 60 OR 6) DETAIL 'HH' AT MIDSPAN DETAIL 'GO' (FIXED PANEL) HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI DETAIL 'NN' SCREEN AT JAMB 81101.12. I.. eveNtea SOD770 NTS 19 . 23 PGT0002 CSMYRITFRAVTr7V15 N .ORSINF1 . Sr , TE CPS RncKni DETAIL 'II' Apyreted 9 tossWea eidt Ft.. itatickag Ctzic fbasx NOM! Miami Wde IMAM 1 4114.1 \ • (1444.- Robert J. Amoroso, P.E. PE #49752 FI • Wg .37317411 i ia.es- 0.1a: l vf■w 08/05/09 PER WAN DADS Ct7a4ENTS Dow 1070 TECHNOLOGY DRIVE NOKOiABB, FL 34275 P.O. BOY 1529 NOKOMIS, PE 34274 114 • 800770 NTS ,,' 0 INTERIOR 20 d 23 SERIES 770 ALUMINUM SGD - LMI DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) HORIZONTAL SECTION DETAILS, CORNERS e,.q IM PGT0002 Approved as amply* with t S Colo Bog y 1f9. 2Dro NOAH o7 Y6 _Iv Masi Gads Mroftet Card Ztet I .0u,-1- MES q i ii SP �• o i � 1 iQ E /V SF 4; N 49752 .O E\ FV • OgtO `1 e s �dNA 1 . E � C9. 4 741 iiiii Robert J. Amoruso, P.E. PE 049752 :117 ;11Bir`q% I .11I , 71474 .FY719117.YiguidAWbl7fi^(LI.T.T 4 11APP MAIII IiIkHC:R'r6Y/f:t♦li:RFiC• :Sbli k ITEM POT DW9. # POT. # Descnp0on 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 61P246 VINYL BULB WSTP. - THIN {INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 68 17329 I 617329 ASTRAGAL 17339 r 617339 HEAVY DUTY ASTRAGAL 59 173 24 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1665 71895 1 112" X 1" X314" HIGH FIN SEAL DUST PLUGS 72 8153 75153X TANDEM ST. STL ROLLER ASSY. 73 8153 7815311 TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 8990R 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W /LONG TRIM PLATE #1082 X1" FL. SS SCREW WI TYPE "F" 11P 76 71332X1FPFX 77 78 6- 79 17358 17357 7103239 10-32 STEEL ZINC U -NUT 617 358 3/16 & 114 OGEE BEAD HORIZONTAL 517357 1" IG BEAD HORIZONTAL 80 173,59 617359 7/16 BEAD HORIZONTAL 81 1 7;360 617360 9 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IOTAPE 112 "X 1/16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72067 JAMB DUMPER OUST PLUG — — 1772 1596 11895 103 8186 7$186X 1" KEEPER 169 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANCIE KI I'- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 761E2SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X314" PH. PN. TEK - S.S 112 1235 67518 WSTP, .270X.170- FIN SEAL 113 1712 64066 .187 X ,230 FI645E6L 114 710X115PPX #10X11/2" 115 710)T #1OX1° 116 728X13/ #14-20 X1" ST. STL 117 720X1123/ #1420 X 1.5" Si, STL. 118 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 1) 17338 6117338 INSIDE CORNER ASTRAGAL • 3 23 8 40 0.. 1 303 17305 17'11: 1 1314 6 11314 FRAME SCREW COVER 17317 61 /717 FRAME HE AL3JAMB A:EG ON 773i4 617 >41 :TRACK ;ILL 17301 6 ■ 301 :: TRACA- I' WITH SCREEN RAIL 17313 1131.; 17315 13 15 17302 16 17306 17333 7 29 1 30 17348 TOT --:A1 PARTS 77 SMC 000610 75..SA 5J1C 10144 ton - fir . u... SUC 08/06478 7 6,736/ 7310 7313 Rotas S . /t A 431.354 24. NJA bi 1303 2.TRACR HEAD WITH SCREEN RAi 0173533 3-TRACY I* AD 617312 4.11•617< HF..AD 517316 61735.3 3 :1 RAC'K '„ILL 4 -TRACK SRI I- RAKE SEL TRACK INSERT FRAME SILL SCREEN ADDON T. FRAME SILL .SCREEN END ADD ON T RACK JAMB 2 117ACK ,IAMH WITH SCRE RAIL 7319 SILL RISER- 0 riot LCJYV AI/ 3;;' SILL RISER LC:R4' FLA1 17318 517 79 � ILL RISER • LOW /iO<LG'W 17945 617355 iGILL 11131564-MODE/AT 17354 517354 SILL RSSER- MEDHOL LOVE 173 1 617320 SILL RICER 111011 HOLLOW SILL RIVER - HIGH FLAT POCKET COON P -HOOK 7070 .5 1073 NECrIS/4/5E LIULB WSTP FOR 1% ib30;: 0 7335 P. HOOK COVER >1 .Y.._...- .� Ft .._.�_ .-__.- 7348 t'XET DOi.47 V HOUK FGh BOX RISER JNIT - 313-AWIN //I 112258 SCREEN SIDE RAIL. - LOc"3<STILE 144 SCREEN L( /CKYET ;SCREEN KEEPER SPACER SET 152 SCKLTIJ IN115(I COX ADAPTER 28 S`,72EEN WLpLE INTERLOCK 612258 SCREEN TOP RAE '31 SCREEN BOTTOM RAIL AZ STANDARD ROLLER 66 %6•53/ STANDARD AL. 1 S1L- C37EE.N ASTRAGAL 17349 617340 030 SCJITEEN ASTRAGALADAPIER 61692 SCREEN SPLINE - 165 Sa3E_EN SPLINE -.150 SCREEN CLOTH 1/2• x 4" x 1116" SITTING BLOCK 3/4" X1,18" SITTING BLOCX -C 10, 7:16 LAMINA LED HT 171 PVB Gt 111 AMINATFI) HT-HT PVB 111AS5 70 HT-HTSGP ?Cb GLASS 9118 LAMINATED HIT -HT SOP NOTE: ALL ALUMINUM = 6063 -T6 PER ARAM DADE c150401115 PEN 144439 DADE COMMENTS 0r D Scnpoc# CXJ0R P -HCX)K MOUNT 210 1070 TECHNOLOGY DRIVE 130100449, FL 34275 P.O. BOX 1524 110X04* FL 34274 • 211 212 213 GLASS GLASS GLASS LAMINATE010 1/47- 7/16 LAMINATED 1-37 -HT PVB LAMINATED IG 3116T - 7/16 LAMINATED 11TI1T SOP LAMINATED IG 1747 - 7/16 LAMINATED HT -HT SGP GLASS LAMINATED IG 3r1AT- 7116 LAMINATED HT-HT PVB PARTS LIST SERIES 770 ALUMINUM SGD - LMI AiDA +4 5344 sIOS:Y• /1�r445 Di 0443 e.rrrt e.r fi•. e.`eaw. °"` Robert J Amoruso, P.E SGD770 NTS 21 a 23 PGT0002 B PE #49752 P1FPA5FITAY<7i: 1131 i5N CTO4S`T,WFI 4CT ST677K001963 /- :'FF'l 334FKTH 4,77An FAX 321 1500.17114 • J 0.062" INTERLOCK SCREW COVER (65) MATL: 6063-T6 0.574" 1 0.233" 0 062" P -HOOK SCREW COVER (29) MATL: 6063-T6 0.062" -"- 1.303" 1�� L 3.802" 0.075" P -HOOK (26) MATL: 6063 -T6 HIGH BOX SILL R SFR (24) MAT'L 6063 -76 5- - 1 }/19#19 A a..••. 9w . a.aa9i"- 08r05 RM 0.325" T r6 0.062" 0.264° (5) MATL:6063 -T6 0.752" 0.750" - y 1 0.062" 4.055' r iF I . 1.163" II 0.080" J 0.718" FRAME SCREW COVER GLAZING BEAD (SINGLE) (78) MATL: 6063-T6 G PER MiAAS DADE c04WEN S 0.750 3.802" P -HOOK FOR BOX RISER (30) MATL: 6063-T6 4r 0.062" 1.304" 3.25" TOPBOTTOM BOTTOM RAIL (69) MAIL: 6063 -T6 1.872" 1.050' 0.050 " 0.779" 4.125" 0.062" J 0.062" -.- 3.305" MEDIUM BOX SILL RISER LOW BOX SILL RISER (23) MAIL: 6063 -T6 (21) MAIL: 6063 -T6 0.885" 0.062" 1.019" SCREEN STILE (40) MAIL: 6063 -T6 0.750' 2.555" 0.062" 0.83" r ._ r ._ 52" 0.7 - (a { 0.080" SILL TRACK (11) MAIL: 6063 -T6 3.979' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS• FL 34274 STANDARD ASTRAGAL (67) MAIL: 6063 -T6 3.125" STANDARD STILE (60) MATL: 6063 -T6 1.6" S 0.232" 1.467" J 0.062" " FLUSH FLAT SILL RISER (18) MAT'L: 6063 -T6 0.906" 1.567" 0.289" 0.050" '' } 0.050" GLAZING BEAD (I.G.) (79) MATL: 6063 -T6 1. -�- 0.232" 2.455" i 1.050" r ._ f 1.003" EXTRUSIONS FIXED PANEL CLIP (105)MATL: 6063 -T6 3.979" 0.232" 3.205" 0.757" I -- 7� F� 0 0.550" 0.281" HEAVY DUTY ASTRAGAL (68) MAIL: 6063 -T6 L 0.133" c J 1.6" �� 3.125" HEAVY DUTY STILE (61) MAT'L: 6063 -T6 FIXED PANEL RETAINER (106) MAT'L: 6063 -T6 SERIES 770 ALUMINUM SGD - LMI 80. Oftey 22 ' 23 PGT0002 0.080" L 1 0.709" 1.645 3.955" 0.232" 0.062" 0.062" --� f 0.062" -.HE.- FLUSH BOX SILL 63 -T6 RISER LOW (20) MAT'L: SILL T6R MED. 22)FMATL :16063 -T6R HIGH FLAT (25) SILL SGD770 NTS 99#l_19419R A0941199"U.19.1:<eLsTN.9^ff9F9Ak /4909.i:7•R179X Y 1.162" 0.062" 0.062" 1.739" INTERLOCK (62)MATL: 6063 -T6 2.304" P -HOOK MOUNTING ADAPTOR (28) MAT'L: 6063 -T6 1.888" 0.796" ipe ar►d Las tom ti MO des Cade I 7 2910 NOAH 7n Mind hulked Omani Robert J. Amoroso, P.E. PE #49752 • X117:YSl:•9319:19yy190999SYh•R • 5.069" ! 1 H 1.211" L______ J L L ,LA ‘5.fr - 1F - 6/5 0 081" - 0.080" 2 RACK HEAD 4-TRACK SILL (1) MAT'L: 6063-T6 (10) MATL: 6063-T6 6.19r 6.526" Ls ;I Po.* ors. • Paw IJ t ) 0081" 2-TRACK HEAD W/ SCREEN TRACK (2) MATL. 6063-T6 7.105" IlL A* ay Dow s O/119141 Om, es pa. SMC 08/04/09 1 3 4-TRACK HEAD (4) MAT'L: 6063-T6 5621" - :5Z1 - 11 1.6" -- INviebee Oteteet 3-TRACK HEAD (3) MATL: 6083-T6 9.142" L 1.6" 4" - INSIDE CORNER ASTRAGAL (120) MATL. 8063-T6 PER AWN DADE CO•T4ENTS 1.211" 1.211" ji 8.562" 4" - tr - 15 0.080" 3-TRACK SILL (9) MAT'L: 6063-T6 6.221" 1 .505" In ecLri 0.080" 2-TRACK SILL W/ SCREEN TRACK (8) MATL: 6063-T6 0.080" OUTSIDE CORNER ASTRAGAL (119) MATL: 6063-T6 W70 TECHNOLOGY DRIVE NOKONA9 FL 34275 P.O. BOX 1529 NOKOARS, 91. 34274 1.505" 4.49" 1.505" 1 1.505" 2-TRACK SILL ( MATL: 6063-T6 CORNER RECEIVER (118) MATL: 6063-T6 • EXTRUSIONS 1.045" 1.993" SCREEN TOP RAIL (45) MATL: 6063-T6 1.993" 0.062" SCREEN BTM. RAIL (46) MATL: 6063-T6 1.36" -7 1.36" r __ 0.081" 0.081" - t 0.875" I 3-TRACK JAMB (16) MATL: 6063-T6 0,062" 7.105" 1.36" r 0.081" ---.- 2-TRACK JAMB (14) MATL: 6063-T6 - 4-TRACK JAMB (17) MATL: 6063-T6 9.141" SERIES 770 ALUMINUM SGD - LMI 900770 23 23 PGT0002 A 5.069" 1.36" coal" 6.198" 2-TRACK JAMB W/ SCREEN TRACK (15) MAT'L: 6063-T6 wag Las Fwi4. 01/ Mai 111 . 1 1.1.4,.. * - 4 'k s ‘C.t••■ • 6 ,,,,,,,,, ct ATE OF PLI • 4.‘: , 0 R ## 4; 945. 4ACi‘ 4C ■Z‘ N‘‘ Robert J. knows°, P.E. PE #49152