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RC-09-139Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 105309 Permit Number: RC -1' -09 -139 Scheduled Inspection Date: April 28, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, JUAN & SUSAN Job Address: 301 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUFFRONT CONSTRUCTIONS INC Permit Type: Residential Construction Inspection Type: Final Work Classification: AdditionlAlteration Phone Number Parcel Number 1132060135880 Phone: (786)306 -9417 Building Department Comments Passed qice Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 4453 lviii uiii ►Jilu.leS v'nage Building Department RE- OCCUPANCY 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 A-P" C -I-ON- unit No t .,hr,1,11 f G LocID Date 1 -o?4-O Contact Name 3l -S0.Yr f-i 9C0t1f 9(,L2 Phone# 18x, 3 a(r,`7(, Buyer /X Seller - Realtor Company Name° 'C--"e )-5 12 su Lt Property Address 301 tmE, % 44A S{- City Miami Shores State 1-1_ Fl 1 3 V I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to tcondition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate. Applicant Nam•_ 1!► _�1� �! 1�`i�`C..f V Signature The foregoing instrument was acknowledged before me this 24 day of , 20 QIC by 10 91SIO produced V:Dnie, ►S Sign: Print: My Commission Expires: , who is personally known to me or who has as identification and who did take an oath. NOTARY PUBLIC: va�PpY.PUB s MONICA LISSETH DIAZ ' °" MY COMMISSION # DD 483995 �., EXPIRES: October 20, 2009 oP' BondedThrl Notary Pubiic Undenvrters b Building Officials Approval: (Reif. 10/02/03) Re -Occ. $60.00 7 Notary $5.00 CCF $0.60 •1- Total r1�17, rot 0924 8 15 9s i 053805 4 , ��C + +� • �G: �C�t11 C[,, � L'i-1L-CK $65= 60 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: MADELEINE BABCOCK Phone: Job Address: 301 96 Street NE Miami Shores Village, FL 33138- Parcel: 1132060135880 Block: Lot: Sche . uled Ins . # Ins , ection T 01/01/2999 INSP -95882 Final 09/25/2008 INSP -95881 Re Occupancy Ins . ecti • n S atus None APPROVED CALL SUSAN RODRIGUEZ AT 786 -473 -2676 OR 305 -692 -5617 Ins • ector Date Com s Ieted Default Inspector Not Complete Jorge Rodriguez 9/25/2008 el....,— Friday, October 24, 2008 Page 1 of 1 Miami • Shores Village JAN IrEcmgvE9 Mia S g 'C2C Building Department K ) 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. )54 Master Permit No. Permit Type (circle). Build' Roofing �, r � Owner's Name (Fee Simple Titleholder) �t lv� �%Ph e # Owner's Address 301 E 61 (o S1 City -N"" State Z • Zip b3l3 It Tenant/Lessee Name N Phone # � A Job Address (where the work is being done) PINCISCIVN el 0 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 01-rfu A17 C'o& /s.sc1 o? tS 641 1%�,C$ hone # 906-3a-9V/72 Contractor's Address 1.5I/ 2. 5 W Met /Aide / I City / e4Ail State F(oAChi Zip 33/9 Qualifier Name DScA" r Sou /•to .17 Phone # 7690 -306 -4Y/ ?- State Certificate or Registration No. t C 1.610 ',�Sa Certificate of Competency No. Architect/Engineer's Name (if applicable) ' Phone # 7.55‘41-30 Value of Work For this Permit $ I D°0 6-1) Square / Linear Footage Of Work: Type; of Work: []Addition Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: rem C— (a` ""' \ s CC 110!-O ' JAN 3 ®p j * ** * * * * * * ** * * * * * * * * * * * * ** ***Fees ** * ******* * * * * *�x**** ****** *** **** * * *** ** x Submittal Fee $ SO • 00 Permit Fee $ /CO gEW1 L' CCF $ [[COO /CC Technology Fee $ (9.M Notat, $ Training/Education Fee $ 0.90 Scanning $3 (J�.J Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ St 'rural Review. $ 6p.G, -f- d o►a+ r ' 1 Za + °''' 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) f 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 exceedi ' . $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenceme st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab, of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Ag'nt The foreping instrument was acknowledged before me this "" The foregoing instrument was acknow edged before me this�'°1'-' day of - , 20V by(•• • (4) , day of 1?,-,"'", • 20 TA,' by who is rsonaily kno a or who has produced who is personally known to me or wh• has produced As identification and who did take an oath. as identification . ,• who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * ** SYLVIA BAEZ Commissj 9t Ides ust , 20f 1 aoudad TMuTroy F Ineurmroe 800. 385 -7019 Commission DD 087047 e€kplres August 8, 2011 k *�1tl�slac,€: APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 09 13 9 Job Name /mclrf9 �t e Date 7-/3 /0 STRUCTURAL CRITIQUE SHEET fie l d corgi Oi to c7 , 19 /aP, (517. / of, r? /5 alS /;7 ar'tde d lib an (it c C fS 2 4d- 3 of /'k C i /s 'Ii e -e areMrir) �'t 9�ea/-�r /hall 94, 40,0 S d( /2." 7 ce-/e4mn is reyzei; -� I eACAP seas. The yes-it/cal har'# is ,he p'e,cv .ele d /19 /14-e- firoo>'ik79 and r e eeakn o r l c few; z.. 02/04/2009 17:08 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0001 * ** TX REPORT *m* ** ** *********ac** ***** TRANSMISSION OK TX /RX NO 3068 RECIPIENT ADDRESS 97862069886 DESTINATION ID ST. TIME 02/04 17:07 TIME USE 01'08 PAGES SENT 1 RESULT OK Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.220'1 Fax: (305) 756.8972 t'errnit No. 9 - /3 Job Narnc /40 dk I'' 'i e- Date 1`0 9 STRUCTURAL CRITIQUE SHEET /4 co a, H o c7 1 /e(f3 (5/ l f� ,-70f, /ter 6 /fit d e -114.,c 2 3 oaf Q e ral) is 5re 1 ak: 947"/ pi S "l2.." z 71 Go -le-a m is e p u v;- �1 e-a c:h 3 �'c ' o rL1 v r,tj c -a r b a,r',{ are, ' a e de)` /e d 71_9 1-7'n .9 4:4r e a kn eIe d/5 c .ere �J HORIZ- ROLLER IMP. 53X38 13.99 SQ.FT. +53.54 -58.18 No:07-0815.09 HORIZ- ROLLER IMP.( E 37X38 9.76 SQ.FT. +54.73 -59.37 No:07-0815.09 HORIZ- ROLLER IMP A ) 58 X 50 20.14 SQ.FT. +52.24 -56.88 N o:07 -0815.09 KITCHEN 1 SLID -GLASS DOOR IMP. 72 X 80 20.00 SQ.FT. +52.27 -56.91 No:07-0511.06 BATH BEDROOM EGRESS HORIZ- ROLLER IMP. (A 1 58X50 20.14 SQ.FT. `p +52.24 HORIZ- ROLLER IMP. -56.88 67X63 No:07-0815.09 29.31 SQ.FT. +50.91 -65.64 No:07 -0815.09 1 HORIZ-ROLLER IMP. 37 X 63 16.19 SQ.FT. +53.02 -57.66 No:07 -0815.09 BATH SLID -GLASS DOOR IMP. 106 X 80 19.63 SQ.FT. +52.33 -56.97 No:07 -0511.06 DINING ROOM FAMILY ROOM HORIZ- ROLLER IMP. 53 X 63 23.19 SQ.FT. +51.74 -56.38 No:07-0815.09 /MULLION /1 X275X63. ' No: 06- 0125.07 \. FIXED IMP. 53X63 23.19 SQ.FT. +51.74 -56.38 No:07-0418.06 GREAT ROOM 1 EGRESS HORIZ- ROLLER IMP. 53 X 50 18.40 SQ.FT. +52.56 -57.20 No:07-0815.09 BEDROOM HORIZ- ROLLER IMP. 53X63 23.19 SQ.FT. +51.74 -56.38 No:07-0815.09 'MULLION' /1 X 2.75X63. % No: 06- 0125.07 / /' U( B ) EXISTING - ENTRY DOOR WINDLOAD PRESSURE TABLE FOR WINDOWS FIXED IMP. 53 X 63 23.19 SQ.FT. +51.74 -56.38 No:07 -0418.06 MARK DESCRIPTION WIDTH HEIGHT TRIG. AREA POS.PRESSURE P.S.F. NEG.PRESSURE I P.S.F. ZONE N.O.A. A HORIZ-ROLLER IMP. 58.000 50.000 20.14 52.24 -56.88 INT (4) 07 -0815.09 B HORIZ- ROLLER IMP. j 53.000 63.000 23.19 51.74 -56.38 INT (4) 07-0815.09 C FIXED IMP. 53.000 63.000 23.19 51.74 -56.38 INT (4) 07- 0418.06 D HORIZ- ROLLER IMP. 67.000 63.000 29.31 50.91 -65.64 END (5) 07 -0815.09 E HORIZ- ROLLER IMP. 37.000 38.000 9.76 54.73 -59.37 INT (4) 07 -0815.09 F HORIZ- ROLLER IMP. 53.000 38.000 13.99 53.54 -58.18 INT (4) 07 -0815.09 G HORIZ- ROLLER IMP. 37.000 63.000 16.19 53.02 -57.66 INT (4) 07 -0815.09 H HORIZ-ROLLER IMP. i 53.000 50.000 18.40 52.56 -57.20 INT (4) 07 -0815.09 I HORIZ- ROLLER IMP. 37.000 26.000 6.68 54.73 -73.29 END (5) 07 -0815.09 J HORIZ- ROLLER IMP. 74.000 50.000 25.69 51.38 -56.01 INT (4) 07 -0815.09 BEDROOM BATH EGRESS BEDROOM EGRESS A; HORIZ- ROLLER IMP. 58 X 50 20.14 SQ.FT. +52.24 -56.88 No:07-0815.09 HORIZ- ROLLER IMP. 37 X 26 6.68 SQ.FT. +54.73 -73.29 No:07- 0815.09 (211 HORIZ- ROLLER IMP. 74 X 50 25.69 SQ.FT. +51.38 -56.01 No:07-0815.09 HORIZ- ROLLER IMP. 37 X 38 9.76 SQ.FT. +54.73 -59.37 No:07- 0815.09 HORIZ - ROLLER IMP. 74 X 50 25.69 SQ.FT. +51.38 -56.01 No:07-0815.09 GENERAL NOTES •ONE STORY STRUCTURE (15 FEET MEAN ROOF HEIGHT ). •EXPOSURE C. • 146 M.P.H. WIND VELOCITY. • K.D.= 1.0 �FaC 2004. •ASCE 7 -02 WIND CODE. •BASED ON TRIBUTARY AREA AS SHOWN. • CONTRACTOR TO VERIFY DIMENSIONS. • FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20" THE MIN. CLEAR HEIGHT REQUIRED IS: 24'; AND A MIN. CLEAR OPENING OF 5.0 SQ.FT. SCOPE OF WORK •ALUMINUM FIXED WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07- 0418.06 *ALUMINUM HORIZ- ROLLER WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07-0815.09 *ALUMINUM SLID -GLASS DOOR - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 07- 0511.06 •ALUMINUM TUBE MULLION - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 06- 0125.07 DRAWN ON 01/07/09 REVISED ON SCALE Nro^=• CONTENT: WINDOWS & DOORS REPLACEMENT sH1 w U w w re N w 0 D WINDLOAD PRESSURE TABLE FOR DOORS 1 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. 1 SLID -GLASS DOOR IMP. 72.000 80.000 20.00 52.27 -56.91 INT (4) 07 -0511.06 2 SLID -GLASS DOOR IMP. 106.000 80.000 19.63 52.33 -56.97 INT (4) 07 -0511.06 r\ JA 2709 g-J BY: OOOOOOOOO eme.ame.woceetem SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS , gyp. 1 .. 1 E b 1 8888 1 B 1 I I s 1 • I 1 1 a 1. a it 1 • 1 9 I i 1 4 _ / '-f' L a, IAN 3 C GENERAL NOTES: \', 21 Y I. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITIONS OF THE FLORIDA BUILDING CODE, THE ACI, SPECIFICATION AND RECOMMENDED PRACTICE. THE CONSTRUCTION SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF ALL LOCAL, STATE AND FEDERAL LAW. 2. NO DIMENSION SHALL BE SCALED FROM DRAWINGS. DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND APPLY TO ANY SIMILAR SITUATION EXCFA'T WHERE A DIFFERENT DETAIL IS SHOWN. 3. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE FABRICATION OF ANY STRUCTURAL MEMBERS. 4. EXISTING UNDERGROUND UNKNOWN UTJL11IES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION. CONCRETE: EXISTING '17E BEAM / AREA TO BE / / / /\/ / - 1 PROPOSED WINDOW OPENING n n c X 53 X 50" - -, - - _ N 1. ALL REINFORCED CONCRETE DESIGN SHALL COMPLY WITH THE LATEST EDITION OF THE "BUILDING CODE REQUIEEMENTS FOR REINFORCES CONCRETE" (ACI 318). ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). • • 2. CONCRETE COMPRENSSTVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: • • • • • BEAMS AND COLUMNS 3,500 PSI • • • GROUT 3,000 MORTAR ,500 PSI f t • 3. SLUMP FOR CONCRETE SHALL NOT EXCEED 5 ". IF CONTRACTOR DECIDE TO USE A D iS MIX DESIGN MUST BE SUBMITTED TO THE ENGNEER FOR APPROVAL. • I • • •• 4. SLUMP FOR GROUT SHALL BE 8 " -11 ", AND LIFTS SHALL NOT EXCEED 4' HEIGHT. .. ••••_.;•••4\ • • • • • • • • • •• • • BLOCKED WITH A 4" POURED CAP � 5. SAMPLES OF CONCRETE FOR COMPRESSIVE STRENGTH TEST SHALL BE TAKEN IAj A I F• °+i ce+ •' , :1 .' • WITH THE "METHOD OF SAMPLING FRESH CONCRETE" ASTM C172. CYLINDERS OR • 1 a`' . • SHALL BE MOLDED AND LABORATORY CURED IN ACCORDANCE WTIH THE : • a . • CURING CONCRETE TEST SPECIMENS IN THE FIELD" ASTM C31, AND TESTED 134 0 , ••••• "METHOD \ 1 • ..: j ::' ' • • • ` #5 DOWELS @ USE 3/4" & EPO Y HILTI RE -500 OR APPROVED EQUIVALENT, MIN. 8" EMBEDMENT THE OF TEST FOR COMPRESIVE STRENGTH OF CYLINDRICAL CONCRt T P 3" -- ASTM C39. AS PER THE SOUTH FLORIDA BUILDING CODE, A STRENGTH TEST SHALL 11!�•THE AVERA(t • • • • THE STRENGTHS OF TWO CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT* • • • 28 DAYS OR AT TEST AGE DESIGNATED FOR DETERMINATION Cc'. REINFORCING STEEL: �/ • ''; 1. ALL REINFORCING STEEL SHALL CONFORM WITH THE LATEST ASTM A-615, F'140. ALL !v 1 1. PLACING SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE OF THE CRSI. 2. CONCRETE PROTECTION FOR REINFORCEMENT: BEAMS AND COLUMNS 1 12" MASONRY CENTER of CELL MASONRY: E { CO 1 AT 2 18, • a 1 S or Village �, 31v0 4N. ° S. lk \` f vo_l_y/BIT o HOOSTANDARD TTYPICAL) 3 1 /4" 3 1 /4° (TYPICAL) FILL IN CELLS IF EMPTY „ STYE NI ' CD I GR•UT. EXISTING BEAM TO 1. HOLLOW CONCRETE BLOCK SHALL COMPLY TO ASTM C -90, TYPE I, GRADE N -1. MASONR STRENGTH M =1,500 PSI. F' 2. MORTAR SHALL COMPLY WITH ASTM C -275, TYPE M. MINIMUM COMPRESSIVE STRENG DAYS: 2,500 PSL 3. CELLS WILL BE REINFORCED WITH 1 # 5 SPACED AS SPECIFIED IN DETAILS AND FILLED ' REMAIN E L -TI 0 0 E W VED 1 BLDG DEPT IF 1 DENteva CROUP TEC GROUP DATE JAN 'a, 2008 RODRIGUEZ RESIDENCE 301 NE 96 ST MIAMI SHORES, FLORIDA MIaml —Dade FLORIDA ,, P� j�ry ©`1 Detail of Blocking Up Window Opening 9 - P 9 SHEET NUMBER 1 1 Of 3 Trevi Engineering Contractors Group, Inc. Cert. of Authorization No. 26799 °`°" ""O"'°'�° P.E. 827DS ORM "' ' Ivo `� N0' DECKED Nw REVISIONS DATE BY emmramm • •• • • • • • • • •• • • • • SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 1 t 1 1 1 1 1 1 1 1 i• i 1 1 1 1 1 1 1 i EXISTING TIE BEAM STANDARD 90° HOOK (TYPICAL) 00 8" #5 DOWELS @ USE 3/4" BIT & EPDXY HILTI RE -500 OR APPROVED EQUIVALENT, MIN. 8" EMBEDMENT (TYPICAL) FILL IN CELLS IF EMPTY PROPOSED WINDOW OPENING •••• • • • • •••• • • • •• • • • • • • •••• • • • • • • • •••• •t •• •••• • • • • •• •• •••• • • 3 • • • •••• • • • • •••• • • • •• • • •• • • •••• / EXISTING BEAM TO REMAIN SCALE r-a' lEC GROUP No. Car M•tfi REVISIONS DATE BY CHECKED BY TEC GROUP Trevi Engineering Contractors Group, Inc. Cert. of Authorization No. 26799 DATE JAN 14, 2008 PROJECT NO. Miami —Dade RODRIGUEZ RESIDENCE 301 NE 96 ST MIAMI SHORES, FLORIDA FLORIDA OEM ENGINEER: Omar Meitin, PE RADA REGISTRAR* NUMBER! P.E. 62706 Pi Detail of Blocking - Up Window Opening SHEET NUMSER 2 2 of 3 • • • • • • • • •••• • • •••• • •• • • • • 1 i i 1 1 1 i 1 1 s 1 i g 1 1 I 1 a 8 0 1 I i I o #5 DOWELS @ USE 3/4" BIT & EPDXY HILTI RE -500 OR APPROVED EQUIVALENT, EXISTING TIE BEAM MIN. 8" EMBEDMENT (TYPICAL) " FILL IN CELLS IF EMPTY 9" r •••• • • • • • • •••• • • • • • •• • • •••• :. boo " a' _ . • • .f . .a • PROPOSED WINDOW OPENING HOOK YPICAL ' �N ' •; 12812" X 6214" r $" �• e � A • ICI f sr ii li L 1 1 I I i i / /[ / / / / / / / / EXISTING BEAM TO REMAIN SCALE r-e TEC GROUP dAN 14 ,4, , 2006 RODRIGUEZ RESIDENCE 301 NE 96 ST MIAMI SHORES, FLORIDA Miami —Dade FLORIDA , p� ��I 7 ' u� - Detail of Blocking Up Window Opening g P P 9 T NUMBER 3 3 of 3 �GN9 GROUP FLORIDA �'"°" "627" °" P.E. E. s27� Trey] Engineering Contractors Group, Inc. Cert. of Authorization No. 26799 °"*" "��'" PROJECT No. a o. -+ •' . • - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 13cr Inspection Number: INSP- 104512 Permit Number: WSJ -11- 019 -83; Scheduled Inspection Date: April 28, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, JUAN & SUSAN Job Address: 301 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUFFRONT CONSTRUCTIONS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135880 Phone: (786)306 -9417 Building Department Comments Passed `%r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc- .__:11 IN, It I.I.I. • Name: Address: 30 KS 'H► ee I t t i 0 S64UIpt R. Permit #: Folio #: NOTICE OF COMMENCEMENT State of Florida County of Dade The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice . of Commencement: 1. Prop y Legal Description: ( ) Lengthy legal, pleas- see Street Address (if available) 2. Description of Improvement: '.lI C"r i►7L .r 1 des < notion attached hereto i1/43E R(0444 S-t-r -c.e+ 'k-1 13 -1 ► Shore -RI 33138 41111111111111111111111111111111111111111111 CFN 2009R0062748 OR Bk 26732 Pa 2861; Ups) RECORDED 01/28/201)9 11 :50 :25 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE space above reserved for use of recording office 3: Property Owner Name: _ 1.1A. 4. Mailing Address: � L c 5. And interest in property: CIADI.,,ey', krxtrt 5. Name of fee I mple title holder if other than owner: Address: VI 4_ 7. Contractor n Address : 3. If Surety Bond, Name: And address of Surety: And amount of Bond: ). Lender name: I Address: -1) 6 :._e _ Off `.. . umber3()$- a(PI— $+ • �► , 3 p • Z x #: 0. Persons within the State of Florida (names and addresses) designated by p''ii = = owner upon whom Notices or other documents maybe served as provided by Section 713.13(1)(A)7., Florida Statutes: Name: Phone Number: Fax #: aw Arj, 'sgcoU C. Address: Phone Number: Fax #: 1. in addition to himself or herself, Owner designates the following person(s) to receive a copy of the I_ienor's Notice as provided by Section 713.13(1)(B), Florida Statutes: Name: Address: 2. Expiration date of Owner signatur Printed name: •SWORN TO AND SUBSCRIBED befor By: personally known to me or prod -d Notary signature: Printed name: 1.i'l1i11111•111111ii Phone Number: Fax #: (expires one year from date recorded unless a different date is specified) • Owner signature: Printed e• day of me this Seal: My commission expires: ' ," *a Commission DD 687047' Expires August 8, 2011 eanwzroyr eyota ,20) as identification. 3 h c t O&I- (42.5G 80 -72. Q)€ 00OrW ,et 33 (16° • ■ RD% Miami Shores Village Building Department 10050 N.E. 2 "d Avenue, Miami Shores, Fl 33138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by (name of owner /agent) _ 'RCroda.� 15th ,I( to erform Spec Inspector services under the Florida Building Code at the pro3 c (address) 1 P.`'- 'IL5 I am a registered Architect or Professional Engineer licensed in the State of Lori a. PERMIT NUMBER: ❑ Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 O Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 0 Special Inspector for Pilings, FBC 1822.1.20 Nril Special Inspector for "ses,,, ,, 496://4 NOTE: Please mark boxes that apply The following individuals(s) employed by this fun or me are authorized to perform inspections. 10ffor rr 2-6 2. 3.. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are In addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and ea1ed / 2'4)/ Date: Engineey4rchltect Name Urnar p4- r (Print) Address Phone No.C1 ) Florida License No: Jan 09 09 12 :43p South F1 Impact Windows & 7862089886 Miami Shores Village Building Department to0S0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address SO 1 City Lt , a0 Tenant/Lessee Name n 1 �.. p.1 PIPOZEI1F5, Yt Permit No. /0 _E-E2 wa_ eer_pe It No. Roofing � �j s4lnnutt, loo in qufz2hone # 8" (a 73 Q107 Co I14State 1 L- Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO X Zip '33132 Phone # h k 3r-) h R Cc 44k Swot County Miami -Dade Zip 33 t3 1i /L F/43 Cc (et Contractor's Company Name Contractor's Address 44°' �-t City 14,_,(b-q"^sa- State Fi. Zip 33 Qualifier Name n "Or a Phone # State Certificate or Registration No. 5 0---C"311 q(31. I t Certificate of Competency No. ( 5) 4(A-- s S Phone # Architect/Engineer's Name (if applicable) (2010 Pry J Phone # (0 "�� (Cl r 06 Value of Work For this Permit $ t6l 00 0." Square / Linear Footage Of Work: Type of Work: ['Addition {]Alteration DNew /Y-Repair/Replace ❑ Demolition Describe Work: l &, e„)1\ h 9 w tyld (su)s \N iii lAtuf ICu i rl�t a' - 81„..ts usLid ** * ** **** ** ** * * ** *, ** *** * **** **r **** ** Fees************#* *** *** *a * * * **** **** *a1** *****4* Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ goo CCF $ Jan 09 09 12:43p South F1 Impact Windows & 7882069086 Bonding Company's Name (if applicable) Bonding Company's Address City Ors p.2 State Mortgage Lender's Name (if applicable) t. n Mortgage Lender's Address Pt Zoc 8 z a - (' City Peimicir-D kp'yle 3 State Pc- Zip Zip 33 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 lnws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMHITIG, 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 doiie in comp lime with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESU LT 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 Is OWICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 12500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered tc the person whose property is subject to attachment Also, a certified copy of the recorded notice of comme ement must' be postea' at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t `e absence o;f'such postea notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The f7 going instrument as ac owledged d f �l 20 � by LD16T1A1, ay o , who is personally known to me or who has produced As identificatictft and who did take an oath. b ore me this MIA \ 00, NOTARY PUB Sign: Print: My Commission * * * * * * * * * * * * ** APPLICATION A (Revised 07/10/07) ,,� SYLVIA BAEZ :.: Commission DQ Niwz,„ tM'sa,ugus'uj, 2011 '$��'. • ", Beetled T Fain Insurance 800-385-70„;" '. APPROVED BY : Sign The fore day of Contractor instrument was,8ckn dgedy efore me this ttiL , 20 0 , by 1; , �• who is personally known to me or who ]ias produced_ as identification an. did :aka an oath. NOTARY PUBLIC: Sign: Print: My Comm * * * * * * * * * * * * * * * * * * * * * * ** . >.cjre&YLVIABAEZ *. ,., = Commission DD 687047 Wed ThnJ Troy Fein instance 800054019 Plan,: E:carniner Engineer Zoning \t\\c\ 4jiL Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name 093 Date STRUCTURAL CRITIQUE SHEET &AAA Alcill/rptec.( Siect4dtr elem.piso.temaC U MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 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 "IiR -710" AI»minum Horizontal- Roller-Winao=.;' _„ M,I, i APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile 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 No. 06- 0405.06 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 Manuel Perez, P.E. NIIANII DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eor/buildinacode, NOA No 07 -0815.09 Expiration Date: December 21, 2011 ✓ Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04115 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel P6 Product Control ■41717': NOA No 07-0 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 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 Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Safles HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 06° 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) UTES 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. 7/16° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13116' LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/18° OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S/•FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI 1G: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIIOEPSAFE MAXIMUM PVB INTERLAYER J. 13/16' LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3(16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16` OR 1/4° AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 26 XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAMES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. z 7. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA 04. 0721.01, 03- 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLI tEQITjIQ,NdI(uCj(gl}Ip1NG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). 7 ,;. - :., a,- >. Re utR, FK. ResORr F.K Rem: 4/15107 Deer 10/17/06 Reciabew Reemmr ADO F71.5330 TO NOTES 78 CHG. NOTES TO CURRENT EDIT. (MANGE TOASTME 1300-02 Re.d or F.K tb� 5/13/06 R A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTES. Dram er: F.K. Relic Checked Re J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better GENERAL /abti'S TRr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT swwtaei 14R710 saa NTS ar 11 4127-10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as =plying with tam Florida Bv47G,ag Coda Acr,.csenca No O O: S.or# Eupirztioa Dam 3L7L - _ / AM Robert L Clark, R.E. PE 839712 Structural 112" NOM. GLASS BITE 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 5116" NOM. 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118* ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED 6/16° OR 3/8° AIR SPACE 1/8" OR 3/18° ANNEALED (MIN.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI C] EXTERIOR INTERIOR E> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS � ��; , 1/2° NOM. �I GLASS BITE G e 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/16" OR 1/4° AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/18° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED as complying with the Florida Bottling Code Acceptor o No 0 Expiration Data rmrseay: F.K FK thrte 4/15/07 NO CHANGE 7HIS SHEET Dew 10/17/08 NO CHANGE THIS SHEET Romer PK Data 5/13R08 Reviskass A ADD AIR SPACE DIM. TO LAM! 10 DETAILS are""er FK Thstre 2/28/08 tmcmney J.J. 323/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. SOX 1329 NOKOMIS. FL 34274 PST Osotoff GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Solsediaded HR710 Full 2 11 4127-10 f17 R [ L Clark, P.E PE 339712 Struchnal TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) t� WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HMG WIDTH TYPE 26" 36" l 38 3/8" 1 48" �50 5/8" 54" 60" ( 63" 60" .) r,G,H +75.0 -75.0 +75.0 -75.0 45.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 i Pn^ -' : " "'' I r, ;,a::; atm am Florida Bui dstg cm.e Ac. /S.o9 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 75.0 -75.0 +75.0 -75.0 +75. ', -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 72" A,,B,G,H +75.0 -75.0 +75.0 -75.0 75.0 -75.0 +75.0 -75.0 +75.0 ` -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 74" f i$ B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 - 68.1 63.8 -63:6 UP TO 74" C,D,L�,F, I,J,K, L 75.0 -75 • ..•.xNoo7-08 .., . perm Y3.7Wi" , Br � } ""' • GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL 9 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) 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" HS) G. 16" LAMI IG -1/8" OR 3/16 "A, 5/16" • - 3/8" A ' SPACE, 5/16" LAMI - (1/8 "A, .090,1/8" H 13116" LAMI IG -1/8" OR 3/16 "A, 5/16' .R 3/8" R SPACE, 5/16" LAMI - (1/8"A, .090,1/8" S) 13/16" LAMI IG -1/8" OR 3/16"A, 5/1 <' OR 3/8" IR SPACE, 5/16" LAMI - (1/8 "HS, .090,1': HS) J. 13/16" LAMI IG -1/8" OR 3116 "A, 6" OR 1/4" `. PACE, 7/16" LAMI - (3/16 "A, .090, 3/1,'A) K. 13/16" LAMI IG -1/8" OR 3/16 "A 16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/ 6"HS) L 13/16" LAMI IG -1/8" OR 3/16" ,'3/16" OR 1/4 SPACE, 7/16" LAMI - (3116 "HS, .090, 16"HS) Robert Robert L. Clark, P PE #313712 Structural Roaeer F.K. nets 411807 C ADD INTEGRAL FIN OPTION a DATE AS7ME1300 -02008 10707E ooroFavE NOKO ,;, FL 34275 P. •: 9OX 1 5 1 9 NO .;,. : FL34274 Dessiseas DESIGN PRESSURES xa"dar F.IC bats 10/17/06 B REVISE DP TABLES TO AS E 1300-02 - "" ALUM. HORIZONTAL ',•LLER WINDOW, 1' PACT ""ad"" F . K b'� 5 / 1 3 / 0 6 Revision` A ADD A I R S P A C E O M E N S ! CLASS T Y P E S 6 T H R U L. meaner F.K. oars 2/26/16 dremdsy J.J. oats 323106 Visibly :getter 118710 �°'' NTS ''' 3 11 m+e>'saa 4127 -10. we C 27 3/8° MAX DLO VENT j■-- 54 5/16" MAX. DLO FIXED • 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 8/16° MAX. 33 9/16" MAX. DLO FIXED C� DLO VENT t A 57 3/8° MAX. DLO ALL FIXED LITES O A 56° MAX. DLO ALL VENTS 62° MAX. I.F. FRAME ALL CONFIG. CLOS f 63" MAX. FLANGE FRAME ALL CONFIG. Q C 73° MAX. WIDTH I.F. FRAME —+{ 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR X0 B 27 3/8" 27 3/8' MAX. DLO ---- -+— MAX. DLO VENT FDCED D D X O 85 7/16° MAX. WIDTH I.F. FRAME —�-i1 X86 7/18" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) . z .71. r REVISED vritb the Florida :;ice No 07-0: . O ion Data k47 f o I I1, RemItly F.K Camay F.K. pwmay F.K Dds 4/15/77 ReWskar ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 8. 10/17/08 neh. 5/13AG1 8 aerreros A NO CHANGE THIS SHEET NO CHANGE THIS SHEET rhamn FJG Date 2/18/08 Chad. Bic J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O.8QX 1529 NOKOMIS, FL 34274 PGT Visibly Better Detaelplat ELEVATIONS m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Snake NTS adoet 4 d 11 tae. 4127 -10 L Clark. P.E. PE 939712 Strucwtal INTERIOR EXTERIOR 1-"-- MAX. FIXED DLO --•-1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE MAX. HELGHT FLANGE FRAME INTERIOR }� MAX FIXED DLO —1 MAX VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIrRAME) EXTERIOR SECTION C-C a (VERTICAL SECTION, FLANGE FRAME) SILL INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)Q (VERTICAL SECTION, I.F. FRAME)Q PRODUCT REVISED as comrly.,g with the Florida Et:C.17: ;Cods Arca;Isoce No Date Resod Sr F.K DIVIC .--4/11007 4/M18Po7 Reveres ADD INTEGRAL FIN FRAME ITEMS 41.42 AND 43 AND VIEWS. Dole. L 10/17/06 5/19/06 28/06 e A NO CHANGE THIS SHEET NO CHANGE THIS SHEET ©.smod6 mre J.J. 3!23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O. BOX 1629 NOKOMIS, FL 342/4 FAG' Visibly Better SECTIONS Tits ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SettersabOst HRT10 Half 5 11 N 4127 -10 Iter C /7//:r ' j7 Robert L C7mk, P.E. PE 699712 Structural ITEMDWG# REV DE SCRWTION MAIL PGIW I1'8M DWGII REVI DIBCRW1TON L MAIL 1 PO 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GIASS, 13/16" LAMI IG•1 /8 "A, 3 /8"AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 2 4025 SASH STOP (RI't).) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " 13/16" LAMI IG.I /8 "A, 3/8" AIRSPACE, 5/16" IAMI (1/8 "A, .090 PVB, U8"HS) 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 13/16" LAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8 "A) 4 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 " 13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1 /8"HS) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13/16" LAMI IG- 3/16 "A,5 /16" AIR SPACE, 5 /16"LAMI (1 /8"HS,.090PVB, 1/8 "HS) 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 " 13/16" LAMI IG•I /8 "A,1 /4" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16"A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" IAMI IGI /8 "A,1 /4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PV13, 3/16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PADI626 74 " 13/16" LAMI IG•1 /8 "A,1 /4" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 75 13/16" IAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3116 "A) 13 , 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI 0/16"A, .090 PVB, 3/16"HS) 14 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3/16 "HS) 15 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR & VER) 3105 -1114 AL 16 4054 B FIXED MEEFINGRAIL 606311D -T6 AL 64054A 91 1630 SCREEN CORNFRKEY WRINGS POLYPROP. 17 4066 WSTP.,.187 X.230, FIN SEAL 64066(1 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL i 612240 93 1073 SCREEN SPRING ST.ST. 21 1683 WSTP.,.250 X.270 BACK, FIN SEAL 616830 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 22 225-1 ROLLER HOUSING& GUIDE 42112111 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 23 226 BRASS ROLLER WHEELS 'dS BRASS 7BRWHI2 96 SCREEN CLOTH 24 4128 HORJZONTALROLLER SASH TOP GUIDE POLYPROP. 44128N 29 32 4006 1235 D SASHME'11NGRAIL WSTP.,.170 X 270 BACK, FIN SEAL 6063HS -T6 AL 64006 67S16G 2.62 2.710 33 35 1096 SWEEP LATCH DIE-CAST 71096 36 _1 1016 #8 X .625 PH. FL. SMS 7858 37 41261 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP,.250 X 270 BACK, FIN SEAL 616830 7070 BULB WEATHERSTRIP .187 X 275 67070K 39 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 Q 41 I.F. FRAME HEAD Q 42 4140 4141 I.F. FRAME SILL I.F. FRAMEJAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 as �Dplying with the R"rida 8i'7c s ceNo fix Expiration Q #4139.8063 T8 43 Ac 1 50 GLAZING SILICONE, DOW 899, 995 OREQUIVALENT 51 1224 VINYL GLAZINGBFAD BULB (THICK 6TP247W,K 52 1225 VINYLGIAZINGBEAD BULB (THIN) 6TP248K 2.784 53 4039 B GLAZING BEAD -5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD -5/16" W /GRIILKIT 6063-T5 AL 644703 3.152 .062 -i14'rp By i // , „''t "° IF 55 4222 A GLAZINGBPAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZINGBEAD -7/16" W /GRILI.KIT 6063 -T5 AL 6985 1 59 „_4067 GLAZINGBFAD - 13/16” 6063 -T5 AL 64067 I.F. FRAME JAMB 60 GLASS, 5/16" LAMI (1 /8" A, PVB, 1/8" A) - - " .090 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 43 © #4141, 6083 -T6 /J ,� la a/ L Clark, P.E. PE 838712 SxucNnll 61 62 " 5/16" IA (1/8" HS, .090 PVB, 1/8" HS) MI 63 7/16" LAMI (3/16" A, PVB, 3/16" A) " .090 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) .710 FRAME SILL 64 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" 115) 42 .F. A #4140, 6063 -T6 wad* FA aarx 4116107 *yam: C ADD ITEMS 41, 42 & 43 — 7 PARTS LIST wader• FIG "" 10/17 w,mwa 8 NO CHANGE T111.9 SHEET 1070 TEQ*OLOOV DRIVE NOKOMIS, FL 342Th KOMIS,K 1828 NOKOMIS, FL 34274 ri ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �"' FK 5/13108 "° A ADD SPACE DiMEMSIDNS ITEMS 66 THRLI 77. Dew 225106 Checked/1r J.J. 3123106 I Visibb Better HR710 �" NTS Sleet 6 m 11 Draft,. 4127 -10 10wB C n.... or F.K 1. .062 F 2.710 1 FLANGE FRAME HEAD #4102A. 6063-T6 .490 11 7 1.451 -►4 O SASH STOP #4025, 6083-T5 21 SASH TOP & BOTTOM RAIL #4133, 6083-T5 .050 1.096- 1+ --+-I -U O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 78 1+- -2.710 6 FLANGE FRAME SILL #4136, 6063 -T6 O HORIZ. ROLLER TRACK 44131. 6063-T8 1.081 t' 32 SASH MTG. RAIL #4000D,6063HS -T6 IlTlp .678 1.096 11 -1{ -. GLAZING BEAD 7/16" #422.2..,6063 -T5 1.187 0 FRAME SILL ADAPTER J�J #4137, 6063 -T6 1.187 f+- 1.403 -r 17 FIXED MEETING RAIL #4054B, 6063HD-T6 37 SASH SIDE RAIL #4126, 6063-T5 .050 1.115 1 -1-f O GLAZING BEAD, 7/16° 49850,6063 -T5 (USED WI GRILL KIT) .878 1+- 1.513 -.1 7.040 I 1 11.443 .738 O SASH STOP COVER #4053, 6063-T5 I 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 1 » 2.784 i51-1.678 1.096 1 --F 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .93 1.097 59 GLAZING BEAD, 13/16" 44067. 6063-T5 PRODUCT REVISED es complying with the Florida Building Coda Acceptance No O Expiration Dale Ruse, Br F.IC 4/16407 NO CHANGE THIS SHEET Render F.K Dabs 10/17/08 NO CHANGE THIS SHEET Road 1:1)c F.K ame 5113108 RAisiarle A NO CHANGE THIS SH ma.,eY F.K. ref J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1520 NOW AB, FL 34274 Pc jr visibly Batter EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sam HR710 Half 7 d 11 ""woaa 4127 -10 Robert L Clerk. P.E. PE 039712 Structural ANCHOR QUANTITIES, XOX (1!4112-114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (05) ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,XL 2.3, WOOD 2, CONC 1, CONC Z3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 312E W + H HEAD & SILL rA 2 HEAD & SILL 01 2 HEAD & Sal a, to 2 HEAD& SILL ' a� M HEAD & SILL -a, rn 2 HEAD & SILL 5. to 2. GLASS TYPES: 2 A. 5/18" LAMI - (1/8° A,.090,1/8" A) ¢ B. 5118° LAMI - (118° A,.090, 1/8" HS) °LAMI- 53.125x 38.375 48.000 50.625 54.000 80.000 63.S 1 +C2+1+C2+1 2 1+C2+1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+02 +1 +C2 +1 2 1 +C2+1 +C2+1 2 1+C2+1+C2+1 2 D.7/16 (1/8"0, HS) D. 7198° LAMI - (3116° ° A A,.,.089J00, 3118/15 ° A) 1 +02+1 +C2 +1 3 1 +02 +1+02+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 E.7 /16° LAM - (3/16 "A,.090,3 /16° HS) 1 +C2 +1 +C2+1 3 1 +02+1 +C2 +1 3 1+02 +1+02+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +0x+1 F. 3 G 13 1° LAMI - {0 -1 8° O0 3/ 8° A, HS) G. 13116° LAMI 1G -1/8° OR 3118° A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8' A) 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02+1 3 H. 13/18° LAMI 10 - 1/8" OR 3/16° A, 5/16° OR 318° SPACE, 5/18° LAMI - (118" A,.090,1/8" HS) 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +(2 +1 +22+1 3 1 +(2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 L 13/18° LAMI I0 -1/8" OR 3/16" A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (118° HS,.090,1/8" HS) J.13/16° LAMI IO - 1/8.OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A,.090, 3N8° A) 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+02+1 3 1 +03+1 +03+1 3 K. 13/18" LAMI 10 - 1/8° OR 3/18° A, 3116° OR 1/4" SPACE, 7/16° LAMI - (3/18° A,.090, 3/16" HS) 80.000 x 38.375 48.000 50.825 54.000 80.000 63.000 1+C2+1+C2+1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2+1 2 1 +02+1 +02+1 2 1+02+1+02+1 2 1 +C2 +2 +C2 +1 2 L 13/16° LAMI 10 -1 /8° OR 3/18° A 3116' OR 1/4° SPACE, 7118' LAMI - {3/18° HS,.090, 3/16" HS) 1 +02+1 +C2 +1 3 1 +C2 +1+(x+1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1+C2+1+C2+1 3 1 +02 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02+1 3 1 +C2 +2+C2 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1+C2+1+C2+1 3 1 +02+1+02+1 3 1 +02 +1+02+1 3 1 +C2+1+C2+1 3 1 +02+1+(2+1 3 1+C3+2+C3+1 3 25 314° MAX, FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2° MAX. O.C. 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+2 +03+1 3 TABLE KEY: 74.000x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02+2 +02+1 1 +02+2 +02+1 2 1 +22+1 +02 +1 3 1 +02+1 +02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 2 1+02 +2 +02 +1 3 1 +02+2+02+1 2 1+02 +2+02+1 3 1 +02 +2 +02 +1 2 1 +02+2+02 +1 3 1 +02 +2+(2+1 2 X O X 3 I1 +03+4 +p +1 3- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1+(2+2 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +2+02 +1 3 1 +02 +2 +02+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2+2 +C2 +1 3 1+02 +2 +02 +1 3 1+C2+2+C2+1 3 1 +C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) "MaX. 1 +(2+2+02 +1 3 1 +02 +1+02+1 3 1 +02 +2+02 +1 3 1 +02 +2 +C2 +1 3 1+02+2+C2+1 3 1 +C3+2 +03+1 3 1 +02 +2+02 +1 3 1 +C2 +1+C2+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1+C2+2+C2+1 3 1+C3+2 +03+1 3 84.000 x 38.375 48.000 60.625 54.000 60.000 83.000 1+C2+2+C2+1 2 1 +C2 +2 +02 +1 2 1 +C2 +2+C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +02 +1 2 1 +C2 +3+02 +1 2 1 +02+2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +0x+1 3 1 +(2+2+02 +1 3 1 +C3+3+C3+1 3 1 +02+2 +02 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02+1 3 1 +C2 +2+02 +1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +02+2+02 +1 3 1 +(2+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +0:4 +3+04+1 3 I 25 3/4 -►{ �-. 3° MIN. 1 +02+2+02 +1 1+02+2 +02 +1 3 1 +02+2+02+1 3 1 +C2 +2 +02+1 3 1 +03+2+03+1 3 1 ++2 +03+1 03 3 1 +03+2+03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1+(2+2 +(2+1 3 1 +04 +3+04 +1 3 1 +04 +3+04+1 3 9" REF. 3 -1- PP,Obucr?LEVISED 01 cc1c71 :,:-:, with the Florida A. anal : cNo 0 .003 '""` Data P.171 %? '' 0 - --1 I44 y X o Fl x 106.315x 38.375 48.000 50.625 64.000 00.000 83.000 1 +02 +2 +02 +1 2 1 +02 +2+02+1 2 1 +02 +3+02 +1 2 1+02+3+02+1 2 1 +02 +3+02 +1 2 1 +02 +4 +02+1 2 -� 1 +C2 +3+02+1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +03+3 +03+1 3 1 +02+3+(2 +1 3 1 +03+4 +03+1 3 MTG. RAIL, TYP.- W/ QTY. OF (3) ANCHORS 1 +(2+3+02 +1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+4 +03+1 3 EXAMPLE CLUSTER 1 +0+3+02+1 3 1 +02+2 +C2 +1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 1 +03+3+03+1 3 1+02+2+02+1 3 1 +04+3+04 +1 3 1 +C4 +3+04 +1 4 1 +03+3+03+1 3 1 +04 +4+04 +1 3 1 +03+3+03+1 3 1 +02 +2+C2 +1 3 1 +04+3+04 +1 3 1+04+3 +04 +1 4 1 +04 +3+04+1 3 1 +C5+4 +C5+1 3 25 3/4" 111.000x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02+3+02 +1 2 1 +02+2 +02+1 2 1 +02 +3+02 +1 2 1 +02 +3+02+1 3 1 +02 +3+02+1 2 1 +02 +4 +02+1 2 -�"1I» -�I 312°TYP' F+-3° MIN. 1 +02+3+02 +1 3 1+02+2 +02 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1+(2+3+(2+1 3 1+03 +4+03+1 L_- 3 I 110 9• REF. I I 1 1 1 i& o L 1 1 x r t'7 / Robert L Clark, P.E. PE #39712 Structural 1 +03+3+02 +1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1+03+3+03+1 3 1 +03+4 +03+1 x 3 y - 1 +03+3+03+1 3 1+02+2+02 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +04 +4+04 +1 }- 3 \- --- 1 +03+3+03 +1 3 1 +02+2 +0x +1 3 1 +C4 +3+04 +1 3 1 +04+3+04+1 4 1 +03+3+03+1 3 1 +C4 +4 +04+1 3 MTG. RAIL, TYP.- 1 +03+3+03+1 3 1 +(2 +2+02+1 3 1 +04+3 +C4 +1 3 1 +04+3+04+1 4 1 +04 +3+04 +1 3 1 +05+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS MC F. �am 15107 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ ANCHORAGE SPACING, XOX 1/4- 1/2 -1/4 Tom' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT m°Eayy F.K. + Dols 10/17/08 a 9 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 1070TECNNOL0GYDRNE NOKCMIS, FL 34278 Reader. F.K. Oais 5/13108 Revisions A ADD SPACE DIMENSIONS GLASS TYPES G THRU L P.C. BOX 1528 F.K a__ 2128108 Checked* J.J. o,m, 3/23106 80(04IS. FL 34274 Vtstbly Better svren6aet HR710 �" NTS 8 ,, 11 °"",""" 4127 -10 °aC C ANCHOR QUANTITIES, XOX (1)3- 1/3 -1/3) WINDOWS TABLE b NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) ANCHOR TYPE a GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, :ANC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL m < HEAD & SILL 4 rn d HEAD & SILL m HEAD & S0J- -+ m HEAD & SILL 2 a HEAD & SILL m 2. GLASS TYPES: g A 5/16" LAMI - (1/8" A,.090,1/8" A) -, B. 5118" LAMI - (118° A,.090,1)8' HS) 48.O00x 38.375 48.000 50.625 54.000 00.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5116° LAMI - (1/8° HS,.090,1/8° HS) " 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 4+0;2+4+02+1 3 1 +02+1 +C2 +1 3 E. 7/16 LAMI - (3/16"A,.090,3/16" H) E. 7116° LAMI - (3/16" A,.090, 3/16" HS) 1+02 +1 +C2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 F. 7/16° LAMI - (3/16° HS,.090, 3116° HS) 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+02 +1 +C2 +1 3 G.13/16' LAMI IG -1/8° OR 3/16" A, 5/16° OR 3)8' SPACE, 5/16' LAMI - (1/8' A,.090,1/8' A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02+1 +02 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16° LAMI IG - 1/8° OR 3/18° A, 5/16° OR 3/8° SPACE, 5/18° LAMI- (1/8' A,.090, 1/8° HS) I. 13/16' 1+02 +1 +C2 +1 3 1 +CZ +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +CZ+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C3+t +p +1 LAMI IG - 118" OR 3/18° A, 5/16" OR 3/8° SPACE, 5/16' LAMI - (1/8" HS,.090, 1/8° HS) 3 J. 13/16° LAMI 10 - 1/8" OR 3/16° A, 3/16" OR 1/4' SPACE, 7/16° LAMI A;.090, 3/16' A) 53.125x 38.375 48.030 50.525 54.000 60.000 -63.000 1+02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 - (3/16' 2 K. 13/16" LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16" A,.090, 3/16° HS) 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16° LAMI IG -1/8' OR 3/16' A, 3/16° OR 1/4" SPACE. 7/16° LAMI - (3(16" HS,.090, 3/16' HS) 1+02+1+C2+1 3 1 +C2 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1+C2 +1 +C2+1 THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02+1 3 1 +02 +1+02+1 3 1 +C2+1 +C2 +1 3 1 +(2+1+02 +1 3 1 +02 +1 +02+1 3 1 +03 +1 +C3+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1+02+1+01 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+C3+1+03+1 3 HEAD & SILL: 101/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38..375 48.000 50.825 54.000 60.000 63.000 66.000x 38.375 48.000 50.525 54.000 60.000 63.000 1 +02 +1 +C2 +1 2 1 +C2+1 +C2+1 2 1+02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +I +C2 +1 2 1 +C2+1 +02 +1 2 J 25 31AMBS: 9' MAX. MFR. FROM CM CORNERS AM CORNERS AND 2211Z' MAX. O.C. 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 TABLE KEY: 1 +02 +1 +C2+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02 +1 3 X O X 1 +02 +1 +02 +1 3 1+02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +03+1 +03+1 3 I1 +03+j1 +03+1 ! 3 I ANCHOR QUANTITY PER JAMB 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +p+1 +p+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1+02 +1 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 2 1+02 +1 +02+1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +03+1 +03+1 2 1 +C2 +1 +02+1 3 1 +C2 +1 +02 +1 2 1 +C2+1 +C2 +1 3 1 +03+1 +03+1 2 1 +02 +1+02 +1 3 I 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03 +1+03+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +12 +1 +02+1 3 1+02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1+03+1+03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1 +C2+1 3 1 +02 +1+02 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 74.000x 38.375 48.000 50.825 64.000 60.000 83.000 1 +02 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +02 +1 2 1+C2+1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 I I 25 314- MAX, �{ H-3' MIN. 1 +02 +1 +02+1 1+02 +1 +02 +1 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +0 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +p +1 +03+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 3 3 REF" PRODUCT REVISED as comniying with tiw Florida Bialdiag Cada A Btw No 01 815.09 mnonDa[c F�lL' 011 , a1. ui oPmttu,2 '` - ��- /o o' Robert L. Clark P.E. PE #39712 Structural 131 X l 111 0 --- ---____ 1 X 1+02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2+1 +02+1 3 1 +03+1+03+1 3 ----.-` ; 1+02 +1+02 +1 3 1 +02+1 +02+1 03 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 ++1 +03+1 p 3 _.,i OF (3) ANCHORS 84.000x 38.375 48.E 50.826 54.000 60.000 63.000 1+02 +1+02 +1 2 1 +02 +1+02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 3 1 +0211 +C2 +1 2 1 +02 +1 +02 +1 MTG. RAIL, 2 TYP.- CLUSTER W/ QTY. 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1 +03+1 +p+1 3 EXAMPLE 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +p+1 +03+1 3 ( SHOWN IN TABLE KEY ABOVE) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 4 1 +03+1 +03+1 3 1 +03+1 +03+1 3 253/4 °MAX. 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+03+1 +p+1 4 1 +p+1 +03+1 3 1 +04 +1 +04 +1 4 1» T' °MIN. 66.437x38.375 48.000 50.625 60.000 80.000 e3.000 1 +02+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 I+ 3 t 1+02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03+1 3 9' REF. t 11 1 1141 O_ 1 X_ _ 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+02+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02+1 3 1 +03 +1 +03+1 3 1- r 1 +02 +1+02 +1 3 1 +02+1+02+1 3 1+03+1+03+1 3 1 +03+1 +03+1 3 1 +03 +1 +03 +1 3 1 +03+1 +03+1 4 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +p+1 3 1 +p+1+03+1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +p +1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1 +04 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Read Or F.K Odz 4/15,07 C UPDATE TABLES, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 0,,,,,590LOGymivE NOKOMIS, FL 99278 P•C.90X 1528 NOKCm,A8, FL 39274 + ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Friday. F.K. f)� 10/17/06 Reroxnu: 8 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS '� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revs 4ey F.K. °�` 5/13/06 "" A ADD SPACE DIMENSIONS OLASS TYPES O THRUL DIZIVII aX F.K. oda 228/06 OarraledBy J.J. 323/ I Visibly Better ' HR718 °"° NTS 9 a 11 mama Na 4127 -10 �"' C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114• ELCO 534 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A.5/16' LAW - (1/8'A,.090,1/8"A) B. 5/16' LAMI - (1/8' A,.090, 1/8° HS) C. 5/18' LAMI - (1/8° HS,.090,1/8° HS) D. 7/16.. LAMI - (3/18° A,.090, 3/18° A) E. 7H6' LAMI - (3/18' A,.080, 3/16' HS) F. 7/16° LAMI - (3M6° HS,.090, 3/16° HS) G. 13/18° LAMI 10 -1/8° OR 3/16° A, 5/18° OR 3/8' SPACE. 5/16° LAMI - (1/8" A,.0.90,1/8" A) H. 13/16" LAMI IG - 1/8° OR 3/16° A, 5/18" OR 318• SPACE, 5/16° LAMI - (1/8° A,.090, 1/8" HS) I. 13/16° LAMI IG -1/8° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/18' LAMI - (1/8° HS,.090,1/8" HS) J. 13/16" LAMI 10 - 1/8° OR 3/18° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16° A,.090, 3/16° A) K. 13/16" LAMI IG - 1/8' OR 3/16° A, 3/16' OR 1/4" SPACE, 7/18" LAMI - (3/16' A,.(190, 3/16' HS) L 13/16° LAMI IG -1/8° OR 3/18' A, 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/16• HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X ANCHOR TYPES & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H CO = °5 m 0 2, co 1 e8 m QOQ W 07 z °8 m 1 °p m 5,, Q0Q d W v7 X °8 m -3 y = °ti m -Qi 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +02+1 3 1 +C2 +1 3 1 +03+1 3 48.000 X 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1+62 +1 2 1 +C2+1 2 1 +02 +1 2 1 +C2 +1 2 1 +62 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2+1 3 1 +02 +1 3 1+02 +1 3 1 +62 +1 3 1 +62 +1 3 1 +03+1 3 1 +02 +1 3 1 +02 +1 3 144;3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2+1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +02 +1 3 1 +p +1 3 1 +03+1 3 1 +C2 +1 3 1 +p +1 3 1 +C3+1 3 1 +C2 +1 3 1 +p +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1-2+C3+2 3 I-- - ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1+p +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +02+1 1 +p +1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +C3+1 1 +03+1 3 3 1 +C2 +1 1 +p +1 3 3 1 +02 +1 1 +62 +1 3 3 1 +03+1 1+63+1 3 3 C CLUSTER OANC CENTERED ON N THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +C3+1 4 1 +C2 +1 3 1 +p +1 3 1 +p +1 4 1+02 +1 3 1 +p +1 3 1 +p +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +p +1 4 1 +p+1 3 1 +C4 +1 3 60:000-7 38:375 1 +C2 +1 1 +C2 +1 3 3 1 +C2 +1 2 1 3 2 +C2 +2 2 +C3+2 2 3 1 +C2 +1 1 +C2 +1 3 3 1 +C2 +1 1 +02 +1 2 3 2 +C2 +2 2 +03+2 2 3 48.000 (5 54.000 60.000 (-63'013 1 +p +1 3 1 +C2 +1 3 g +p+ 1 +C3+1 3 1+C2 +1 3 2+p +2 3 1 +p +1 4 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 4 1 +C2 +1 3 2 +C3+2 3 _LI- 183/4° MAX -►� �-3 °MIN. 9° REF. rxonvcTr1w1seo es ooD :}1„3mitt; Srs Florida Building Co:D Acorpten.No. 0> 5 °Oq 1 +p +1 4 1 +C3+1 3 2 +C4 +2 4 1 +63+1 4 1 +p +1 3 2 +C4 +2 4 1 +C3+1 4 1 ++1 p 3 + ' 1 +03+1 4 1 +C3 +1 3 2 +04 +2 4 rl O 86.000 x 38.375 48.000 50.625 54.000 60.000 - 63.000 2+C2 +2 3 1 +C2 +1 2 2 +C2+2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C2+2 4 1+C2 +1 3 2+p +2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +C3 +2 2 +03+2 4 4 1 +02 +1 1 +C2 +1 3 3 2 +p +2 2 +p +2 3 4 2 +C3 +2 2 +p +2 4 4 1 +62 +1 1 +C2 +1 3 3 2 +C3 +2 2 +p +2 3 4 (SHOWN IN TABLE KEY ABOVE) ExD��+�nDeu ISl 11 , .,. 2 +p +2 4 1 +03 +1 3 2 +C4 +2 4 2 +p +2 4 1 +03 +1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 ga REF 1 18314° MAX. AX. I - (4.uUt1'�t 38.375 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +62 +2 2 2 +C2 +2 3 -► y 1/2" TYP. 1-.-3° MIN. 48.000 (50:625, 54:600 f837 2 +63+2 4 2 +62 +2 3 2 +63 +2 4 2 +p +2 4 2 +C2 +2 3 2 +C3+2 4 C`" -- ��d o% Robert L Gods, P.E. PEI/39712 Sbuclrtal 2 +p +2 4 2 +C2 +2 3 2 + �G3 +2 4 2 +C3+2 4 2 +C2 +2 3 2 +C3+2 4 I 2 +p +2 4 2 +p +2 3 2 +64 +2 4 2+03 +2 4 2 +C3 +2 3 2 +64 +2 4 2 +p +2 4 1+63+1 3 2 4 2 +C3+2 5 2 +p +2 3 2 +C4 +2 4 MTG. STL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +p +2 4 1 +p +1 3 +z 4` 2 +C4 +2 5 2 +p +2 4 2 +C4 +2 5 Regal 13): F.rc Date: mrs/07 C cxc ra6LE9 TO e, &SELECT VALUES DUE TO ANCHOR CAP. AQr 10707ECHNOLOOY DRNE t40icOMIS, FL 84271 P.C. BOX 1821 NCKOMIS, FL 84274 t� a oe�. ANCHORAGE SPACING, OX AND XO WINDOWS xnaeey F.K. o.te• 10/17/06 Rabb. B REWSE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS rtes ALUM. HORIZONTAL ROLLER WINDOW, IMPACT nose* F.K ° 5/13106 ° A ADD SPACE DIMENSIONS TO GLASS TYPES (3 THRU L money F.K. Date: 2/26/06 Chocked 8, J.J. Date; 929/06 I Visit, Better HR710 NTS 10 m 11 4127 -10 C MIN. KSI CONCRETE 1x WOOD BUCK. NOTE 3 13/4' MIN. E.D. TYP. CONCRETE ANCHOR, NOTE 1 NOTE 1P 1/4' MAX SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/S" MIN. 1 14" MAX —► SHIM WOOD ANCHOR, NOTE 2 13/8" MIN. 1/4" MAX SHIM —1 CONCRETE ANCHOR, NOTE 1 /4 MAX. SHIM 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, -NOTE 1 1 1/4" MIN. (1.5 KSI CMU) ' I° OR PER NOTE 1 j ' (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO © TAPCONS EMBEDED 13/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x 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. INSTALLATK)N 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 SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT ©EDITION. r 1 3/4" E<J EXTERIOR INTERIOR C> 1. MIN. E.D (H & SILL DETAILS A, B, C. D, & H) TYP. 1/4" MAX SHIM .• NOTE 1La MIN. 3.4 KSI_ CONCRETE 13/4' MIN.© E.D. TYP. DETAIL C 21 WOOD BUCK, DETAIL D NOTE3 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR. NOTE 2 TYPICAL FLANGE FRAME SILL SECTIONS DETAIL 1-1 (HEAD NAIUNG .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE IN. Q NAIUNG gp Florida Acrptz^.x No onDeto E.4/4l/ .4 1% By e Product .'"J DETAIL G (SILL) A DETAIL I (JAMB) Q TYPICAL INTEGRAL FIN FRAME SECTIONS Azad Br Doe: t REVISE NOTES 4 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. FJC 4/15/07 C ADD AF. FRAME. CHO. NOTE 6TO FBC, CURRENT EDTK70N" Bandar. FX Rend Br. F.1C aamer F.K. ION7Al5 Reba REVISE EDGE DIST. , EMBEDMENT& SHT. REFERENCES 5/19106 Dabx 2128105 Rweb,a A ADD NOTE S. Cter4adBy J.J. 9/23106 1070 TECHNOLOGY OHNE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 PT ANCHORAGE DETAILS - �„�- -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Yrsibiy Better amr HR71O Half 11 d 11 aseq Na. 4127 -10 Raw c Robert L Clark, P.E. PE 839712 Sbadutal MIAMFDADE. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADS COUNTY, FLORIDA ME1RO.DADE FLAGLER BUILDING 140 WEST FLAGLEIt STREET, Suill 1603 MIAMI; FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 www.buldingcodeoudine.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 descnbed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane _Zone. D.ESCRIPTION:-Series-PW-701-Aluniiman-Nxed-Window APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, ,impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Prodpc t Control Division. manufacturer's Each unit shall bear a permanent label with the marer's name a or logo, city, state and MISSILE IMPACT RATING: Large and Small Missile Impact Resistant following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL ofthis 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 ofthis 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. Many 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 # 03- 1105.01 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 Manuel Perez, P.E. NOA No. 07- 0418.06 Expiration Date: February 19,2009 of Approval Date: June 21, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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, with revision "B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of alum fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) 2. Test reports on I) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, 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. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saftex / Keepsafe Maximum" dated 5/17/01, expiring on 5121/06. E -1 Manuel P Product Control NOA No. 07-0418.06 Expiration Date: February 13 2009 Approval Date: June 21, 2007 PGT Industries NOTICE OF ACCEPTAN : EVIDENCE SUBM TTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Vi endow LMI, approved on 02/19/04 and expiring on 02/19/09. E -2 Manuel Product Control E NOA No. 07 06 Expiration Date: February 19.2009 Approval Date: June 21, 2007 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 7/18" 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) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND27/16° 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 33 113% 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 -2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT A, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). IbmtlBF Dar° Rodeo= Raster FJC Daft 424/07 Dore 12/MA73 R.mar F.K FFJL /14/03 H A 0342. NOTE2 70 REF. ASTME 130042 AND REVISE ANCHORAGE NOTES. ADDREPEREVCES TO NOTE 6 AND ADO NOTE 7. REDUCE ANCHOR SPACING Dater 1070 TECHNOLOGY DRAM NOKG 8S, 8.342/6 P.O. BQXf6'� NOKoMIS, 8.34274 PrT Vt,fbfp Bener NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT asirastee PYK701 1 sak aewa Dorm*. NTS I 1 d 12 I 4259.4 �Rrtrert L Clink, P.E PE 09712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE note 0 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 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 OUTSIDE 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT REVISED u complytag with tbe Melds addles Code H., ...:.= oL / Rstlima flatm Fx e NO CHANGE T1-118 SHEET wem9r Dale Rewlsbak F.K 12H849 A NO CHANGE THIS SHEET F.K M4/03 eo-ar4r 1079 TECHNOLOGY DRIVE NOKON93, 7494275 P.O we 1579 NOKOU23, FL 94274 PST Virraly Bette. beeceptiox GLAZING DETAILS 7- ALUMINUM PICTURE WINDOW, IMPACT P of I FULL 2 d 12 I�° 4259 -4 B Robert L Cerk, P.E PE 039712 Sbucmal 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. QUARTER CIRCLE MAX SIZE =68 "X68" OR MAX AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96"X47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID f 44114" MAX DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. R...S Br D.Ir 921/4" MAX. DLO RECTANGLE MAX SIZE = 48'X96" OR MAX AREA = 32.00 SQ. FT. MAX SIZE = 48' X 96" OR MAX AREA = 3028 SQ. FT. MAX SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. bre er des FX 4AV07 Re"am"er Dn."b)c F.K B UPDATE ANCHORAGE NOTE Oefee 12!763 Aketsbrts A Detw 7114/03 Checked ific N0 CHANGE THIS SHEET 1070 TECHNOLOGY DARE ROAMS, 8.31270 P.Q OCOC 1120 NO770AO5 R. 30274 P._ Visibly Bever 8""'"e P4w701 FLANGED ELEVATIONS a* ALUMINUM PICTURE WINDOW, IMPACT euae I -:7."» " 3 ve 12 I 4259-4 Robert L Clack P.E. PE 038712 Bbuchnai 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 4r OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 °X48" OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. }�-- 981/4" FRAME O.D. 1----- � 96" MAX. ee L� 50 1/4" FRAME O D. ELLIPTICAL MAX. SIZE = 96° X 47" OR MAX. AREA = 31.99 SQ. FT. 451/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48 "X96° OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT NovuF:? r temt1htib swift me Flor$ Wang Cs* lrric0e.09 Or bar Rodettors Fx F.K om"ax F.K Rodeos e A 4, ADO FRAME 0.13. 17114134131014 AND UPDATE ANCHORAGE NOTE NO CHANGE 17113 SHEET 107477101010109Y DRIVE ?MOW& FL 34719 P.O. BOX 1679 NOXO76B FL 34774 Visibly Better INTEGRAL FIN ELEVATIONS r-, ALUMINUM PICTURE WINDOW, IMPACT �1 NTS r 4 " 12 Jim 4259.4 Robert L dark, P.E P2 439112 Struaboal TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/161-18) B. 7/16" LAMINATED GLASS (3116"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/18HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) WINDOW "X" DIM. 49.000 54.500 60.000 65.500 71.000 76.500 82.000 87.500 93.000 96.000 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. GLASS TYPE A,B,C,D A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A B,C,D AREA A B,C,D AREA A C B,D AREA A C B,D AREA A C B,D AREA WINDOW "r DIMENSION 28.500 34.000 39.500 45.000 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 FTL FTL -3835 FTL -3850 FTL -3850 48.500 48.000 -80.0 +80.0 I -80.0 +80.0 I -80.0 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 19.38 SQ.FT. 20.00 SQ.FT. -80.0 +80.0 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 I -80.0 21.15 SQ.FT. 21.83 SQ.FT. -80.0 +80.0 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -80.0 +80.0 -80.0 +80.0 -80.0 22.93 SQ.FT. 23.67 SQ.FT. -79.3 +78.0 -80.0 +80.0 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -80.0 +80.0 -78.0 +76.8 -80.0 +80.0 -76.8 -80.0 24.70 SQ.FT. 25.50 SQ.FT. -74.5 +73.1 -80.0 +80.0 -73.1 +71.8 -80.0 +80.0 -71.8 -80.0 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 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 -80.0 +80.0 -80.0 +80.0 -78.0 +70.0 -80.0 +79.1 -80.0 +80 0 -70.0 +68.4 -79.1 +77.3 -80.0 +80.0 -68.4 +67.0 -77.3 +75.8 -80.0 +80.0 -67.0 -75.8 -80.0 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. +80.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -80.0 +80.0 -80.0 +80.0 -74.0 +65.5 -80.0 +74.0 -80.0 +80.0 -65.5 +63.9 -74.0 +72.2 -80.0 +80.0 -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 -62.4 -70.5 -80.0 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. +80.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 -71.9 +63.0 -80.0 +71.2 -80.0 +80.0 -63.0 +61.5 -71.2 +69.5 -80.0 +80.0 -61.5 +60.0 -69.5 +87.8 -80.0 +80.0 -60.0 -67.8 -80.0 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. se pgREVISED g Sr Lr Fends Wang Cede AcceptmoeNe tee. 1 454 Predict Ramage no* rs re; ....,a', -'. •a -'c 1..1one •!fa'i x, 1070 TECHNOLOGY MOVE NOKOM IS FL 3275 PA. RA7f 162H NOKOMIS, 8.91774 P T FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Vi ibh Becur °°"°°ra Robed Mak. P.E. PE 939712 Structwel 4259-4 TABLE 2, DESIGN PRESSURES, INTEGRAL_F_IN WINSW3_(SIZES-- ARE-BUCK -DMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS 3116" ) ' B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/1611S, 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) FTL-3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X" DIM. TYPE 49.000 A,B,C,D AREA 54.500 A,B,C,D AREA 60.000 A,B,C,D AREA 65.500 A,B,C,D AREA 71.000 \A B,C,D AREA WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 +80.0 I -80.0 +80.0 I -80.0 +80.0 L -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 1 -80.0 16.46 SQ.FT. +80.0 1 -80.0 18.75 SQ.FT. +80.0 L -80.0 +80.0 1 -80.0 +80.0 L -80.0 +80.0 I -80.0 12.98 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 20.47 SQ.FT. +80.0 -80.0 19.38 SQ.FT. +80.0 1 -80.0 21.15 SQ.FT. +89.0 1 -80.0 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 2367 SQ.FT.) 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 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 AREA 15.14 SQ.FT. 18.08 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 82.000 87.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 -80.0 25.50 SQ. FT. +71.8 -71.8 B,C,D +80.0 -80.0 AREA 16.23 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 26.48 SQ.FT. i-68.4 -68.4 27.33 SQ.FT. +67.0 -67.0 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 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -85.5 +63.9 -63.9 +62.4 -62.4 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 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +83.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 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 19.00 SQ.FT. 22.67 SQ.FT. 28.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUAUFIED 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 Z OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT 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. Rw F Date ea++S".s a B CLEAN UP TABLE DESCRIPTION AND HEADINGS. *bibs A CHANGE'NOTE 1 ANCHORING WfTH512SCREWS rimer UPDATEDESmN PRERSIN:O PERAVME 1300-02 AND NOTES. mac _I 1070 TECHNOLOGY DRIVE NOKOWS i.34275 P.O. BOX 1129 NOKOMIS FL 34274 Vis ay Better INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Sedaalaht PAWN INTS Shot 8 .e 12 itosemp � 4259-4 11 /7/1; ``" RobertL Clark. P.E. PE 530712 Structural MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 0 Ca II1lpJj L� LJJ aI I O I IBIi G 0 � �5 0 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y haw (FLANGE FRAME) Oats MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) 1 I ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Wakes said Br FJC ibnP3l FJL FJ( Oafs a NO CHANGE THIS SHEET Dote 12118103 Dols 744103 A NO MANGE THIS SHEET am 10707ECf4YOLOGYOWE Nc Koui& a 3ffi75 P.O. BQX 187P NOKOA08 1134274 B V41bb Better 0 0 0 MAX.© DAYLIGHT OPENING INSIDE PRODUCTREVISED comPlOng Web Adis tea• issetptstmo , Daft 7,,75,11144 VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW -701 71ALFtsb7 ' 12 Ia.."w 42594 `B 2.784$ HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT +-- 2.784 ° —� 0 0 0 0 MAX. DAYLIGHT OPENING babe Rerlekec Anwar FJC F.K -Morn Br FJC A7 e 12/160.9 7/14PP3 Madam 8 Palskne A Br NO CHIME THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY OPI NE NOKOMIS, FL 34278 P.O. Kg 1818 NOKOMN, FL 34274 PST h INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) ,/ SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT PW-7O1 ITALF I oa�ca,a d 12 L 4259-4 R I�� ii is OUTSIDE 00 00.© MAX. DAYLIGHT OPENING \I AV to /ISnlflu1 unryru HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT +-- 2.784 ° —� 0 0 0 0 MAX. DAYLIGHT OPENING babe Rerlekec Anwar FJC F.K -Morn Br FJC A7 e 12/160.9 7/14PP3 Madam 8 Palskne A Br NO CHIME THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY OPI NE NOKOMIS, FL 34278 P.O. Kg 1818 NOKOMN, FL 34274 PST h INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) ,/ SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT PW-7O1 ITALF I oa�ca,a d 12 L 4259-4 ITEM 2 7 DWG NO. 4256A 4253 1155 8 10 11 12 13 14 4255 4254 1224 4224 PART # 64256 64253 781 PQX 84255 64254 6TP247 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 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7116" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 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 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 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 .050" {�-- .970° .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL• 6063 -T5 DWG NO. 4255 .346" .975" .050" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" ��- .062° 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 r ,rHbthe 06* Daft .. er Dalw Vatic 414/07 1211&03 717/1493 tamonc 8 A NO CHANGE 711113 SHEET NO CHANGE 7MJSSHEET tawnd* Draw 1070 TECHNOLOGY DRIVE NOKOM3, R. 94278 P.O. BOX IMO 1OXNNII, FL 34274 DCWITI Visibly Better EXTRUSION PROFILES & PARTS LIST "ss ALUMINUM PICTURE WINDOW, IMPACT eserfea.t amr efrs Pw.701 I 9 a 12 4259.4 B yip a� Pak PE 830112 Structural .131 "DIA.MN. x 21/2" NAIL, AT CORNERS AND5"O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A (' 1/4' MAX. 1 SHIM 1 CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2) L 1 3/8" MIN. ®EMBEDMENT SEE NOTE 1 FOR EMBEDMENT 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) INTEGRAL FIN DETAIL B 1/4" MAX. SHIM 1 WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) [' 1/4" MAX. J SHIM 1 FLANGED DETAIL C WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A .1� 1/4" MAX. SHIM 1 SEE NOTE 1 FOR A EMBEDMENT • . t 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, 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. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x 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 SPACING FOR TAPCONS MAY BE USED. Deft RWwn: F.N: DSc 4/4/07 AwY4s B REVISE AND UPDATE ANCHORAGE PER CURRENTFB0 FC time* F.K oar- 12/1883 /14/03 A amelw CHANGE NOTE 1 AND FASTEVER SPACING Ddr 10701ECHNOLOGY DRVE NOXONIS, FL 34276 P.O. BOX Mg NOKOMIS FL 34274 c;T Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Liskolkkik PIN -701 1777 s Strat 7"" 10 s 12 r..r„wa &f B 4264 Lcad P.E PE#39712 Strtmhnal TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE O WIND. Ice U a .x. ¢ > .,2.,4. DIM. V 15.0° X Y 20.0" 1.,2.,4. X 25.0" 1.,2.,4. X Y 28.5° 1.,2.,4. X co Y 30.0" 1.,2.,4. X Y X Y 34.0' 2. X Y WINDOW °Y° DIMENSION 4. X Y 1. Y 39.5° 2. X Y 4. X 45.0" 1. 46.5' 48.0' 2. 4. 1. 2. 4. 1. 2. Y X Y X Y X Y X Y X Y X Y X 4. 49.0" O.C. Cal r 0 CV O PS CV to r CO (" CO Cg O CO CO O CO O GI CO co CO 33 N CV 54.5' O.C. O n O 0 ti3 O V CV CO I0 0 CO m h 0 O O US O O O m U3 0 m W CO 0 m W CO O co 0 CO N O O O 33 co 0 O O h O O CV 60.0'" O.C. CV 0 N N 1 O 03 CV CO W m O O O O co co co CO 10 CO i N N co to O N 7j co tV co CV 65.5" O.C. 71.0" O.C. O m gc- i9 1- 0 m O 10 O VS O m e�4 CO VS O O ttO O O O 0 m co 0 CO O m t7j O m 41{ CO O O O 33 sir O (T7 O 33 O t'f3 O N „,_+ 0 0 Cal 0 et O ('1 co 0"3 O m t�J m O t73 CO O m O CD m CO O m t7S O n co t0 81 O W O O N ■ • N co O N m CO C4 CO t73 78.5" O.C. 82.0" O.C. t7S 0 m cv A CO 0 CD co 0 CD f VS 0 CD CO t75 O 05 O O t�$ O to m PS O t79 0 w c�$ O m g O st 0 a m a O 33 0 N d' O 33 CO N O CV sr CV CO CV N CO 0 O 0 m CO CD 0 CO CO CD m O O CD CO co m 0 t�+ O N CD t�+ O 33 t7 co m co 87.5" O.C. 11 3- O N" VI VI CV O CO N CD 0 co N 0 CD O O CO o+S O O PTJ CO O O CO O 40 O CO 0 33 CO O CO CO N CD O 93.0" O.C. tff n t`ff 0 tf� 0 w CO O ItS 0) m m m O O O m W m ui to m 0 33 m 33 0 m m Cal 00 0 CV CO 98.0' O.C. CV n 0 Cal N Cal a O N O O N 0 CA O m O 0 s�S O m co O lT O m O 33 O 33 CD O N co N 33 0 tO CO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "X" AND "V' DIMENSION FROM TABLE 3 (MIN. 2 1/8' 0.0. CONCRETE SUBSTRATE) MAX.-8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETB_Y FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2° FROM ANY CORNER. Raw* Daft 17•0100,00 DIM. Uctod FJC Peed Br FJC mar bac Repladmr KorMaar NEW SHEET 1070 TECHNOLOGY DRIVE NOKOMIS F131275 NOKOMIS, FL 34274 Bdr Vat* Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOVV, IMPACT I 4219-3 11 ANCHOR TYPES: 1. #12 STEEL SCREW (05) 3. 1/4" ELCO TAPCON 5. 5/18" ELCO TAPCON f/A Rabat Clark RE. PE 038712 Stitsclial TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' re = w z a ¢ > WINDOW "Y" DIMENSION ANCHOR TYPES: 15.0" 20.0" 25.0 " 28.5' 30.0 34.0 39.5° 45.0" 46.5" 1. #12 STEEL SCREW {G5) "> X14 STEEL SCREW {C 3.,4.,5 3.,4.,5 3. 4.5. 3. 4.,5. 3. 4.5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. U3.' 4• 5• 3 1/4" ELCO TAPCON) DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y , Y I.`X Y X Y -17�ELC0-Sru4-- CRETEFLEX 5. 5/16" ELCO TAPCON N 49.0" O.C. m P3 N r t` m N o m a3 NmNNwmNmw N r. m �S Net �- r" �. ID g r v r w m eA N w ,a, .- CIO .- g e3 r m elf N r m n nwNwNwn°DN m co m w CO m n st r CO r CO N r CO r naDNrNrnI`N m un CO N r m e3 m r .r r m as N m ai N p e �3;a 0 .0 CO 0 N r N. m 0 O a m 0 O m eD 0< o N N m 14 o V r m m c6 O .d. r m co r m 00 m Or w N r CO r m 0 O r m ar O r m m gagagrrarar;_- O CO O m CO m O m w Co n .. m O o" e- co O r Co P, Co Co m as- O N •-• m O N s-rrni r m n 1. n m 0 N''3` CO O 80,0" O.c. N N r n N O CO w ' m rN, P N CO w Nt CO N V r CO CO +T7 w w N w m r N r N r Co Cr' g CO N m �3 w N m g w e i- m v CO co w r N r m n CO m 0 m m" CO r N el r m< ti m n m t73 w N V- -- 6��7_,F, .Ci. V' 0 O N e' n V a O " l O V t'3+ O N r. m V A O N r N m m V ,_ Co et A O V r Co m 0 CO w V Av O w n V A- O r V t0 O" r m n m 5 w V t� a m 5 w V tAi o m g CO m m v. < m V A O r Al. O" -; m CO g CD V �� O s- r r V As- o r co <f ni V A O NN V A O 71.0" O.C. C�' r �" t� '. O m n< °' N <° m r V N m oD `' "m °° m r V °� m nw`nw m m r m i:rFi7_g.,-0Ait:: m" m CO r, r co n CO w co w m 5A' w m r CO 1 gm CO m. CO CO co fi"5 w r CO r r 'D a93n m ao CO w w Q ."„ m r V r„ m W m r n Lo., w Na3N m r 76.5" O.C. V O N r N, V �� o o V e�Srr�. O N m V' O N -' N ,1. w V rri.- co V O v. co m �wAw 0 V' O m <r�r.,fir" CO V' O V' O _m AP3�73AL�7<rrri3rr�$e` n CO CO V' O CO CO V' O _m w N m d' m �' W" V o r N m m m V• w r" V' r'fr o N r m <rNArN n w V' a . mem= REVISED ascom with ate'' od& Aloe No I -1. Date ..1:frk /�, , a, ,. , 62.0° O.C. m " N " n" m o o r m" m " N CO CO m CO to CO w _m r r 0 m cif n r m r r m r r n to w ° t3 w m r r w m m or r CO r e3 m �i co aj m m r" " h m n m .N m '- r 87.5" O.C. m u� N V n m In N O m n w m m in N N m �, CO r cD m g N V. r °I m �s, CO w CO ul N w co a-, n r CO r ao N r m m m A, w m O CO tai w CO ° co m W m s" m d. °p m n w m g N r m a3 m m 'n CD ro n w V r P r m p$ O Y r- n m i.,... CO N co 83 N `< 93.0' O.C. m n9 r n m �3 r O W r Or N e. m CO un a- N r N w .p �"' CO m a3 .- V. �.. CO V. r m w CO u�i r w CO n m �i r r_ m t?3 r r r v m m w CO r s- m w m u'9 r m [�3 w .V�.. m P m w r.. CO r '".. m en O m O w N .�- r r r m ai m r n w N m r N 98.0 °�O.C.N ln r N ° {73 w r m N N n CO < Co N < co 'Fs' m m n r r o r rNr ',,. N co m at w_ CO .TiN?3m co m w V m Co c�3rNr w Co m VI < m m3nrNrun m m r •r m n o" isNNN'kWh%cme m NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) X' AND °Y" DIMENSION FROM TABLE 4 (MIN. 21/8.O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS ///....-c.,---' 1' L Clark P.E. PE 539712 Stnocbaal 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE NOT EXCEEDING 81/2• -- -- ,X' DIM. AND USE THE ON- CENTER FROM ANY CORNER Amer nag Octagons Built oAmhe>r ANCHORAGE, CONCRETE SUBSTRATE F.K 4!4!07 B NEW MEET 1070 TECHNOLOGY OR1VE NO( MAFL34276 n ALUMINUM PICTURE WINDOW, IMPACT ' 18j °sh" ` p� },� +annex F.K Wra 7H481 oa�uax mac NO)mAf� A34274 YJsibjy Better a wse°* PW-701 I NTS1 Iwo* 12 a 12 n.ae"a 4259 -3 Ip� B MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 dare 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. DESE ION:- Series —VX Heavy Wall Aluminum u e pP on- :1VI.L s� APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, 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-Dady 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 renews and revises NOA # 04- 0528.05 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. 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 NOA No 06-0125.07 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 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, 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 1x 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- 0528.05" 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 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1L -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 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/a" 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- 0528.05" 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. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2016 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B" "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS MI) M2) ANCHORS DETAIL A ANCHORS DETAIL A W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1 M3) M4) ANCHORS DETAIL "B", —C" OR D" AT BOTH ENDS AND AT BOTTOMS IMM111111111M_ --weld / /-",Qi 1 M2 / t� Hwi W2H W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1 M3) M4) ANCHORS DETAIL "B", —C" OR D" AT BOTH ENDS AND AT BOTTOMS IMM111111111M_ --weld / / ® 11 Pr/ I II W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 NOTES; MULL LENGTH = H1 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR W000 CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", "C" OR 'D" BOTH ENDS MULLIONS H W = W1 +W2 MULLION LW WINDOWS MULL FOR DLitt - MINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W LOCATION, REFER TO SHEETS aszknapWIlbesPlidils .r.r/k154 t TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 66 obert L.` Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 530/06 5%5/06 428/00 Description: 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Series /Week MULLS NTS 1 of 7 Drawing No. 6221 PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK " MULL= i° #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULL/ON (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL 3" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" #12 SCREW, SEE NOTE 3 1" PGT 1x MULLION 2" OR 4" SEE NOTES 2 & 3 MIN. 21KTYP) 18(TYP) WOOD BUCK REMOVED TO CONCRETE WOOD MIN. BUCK / *( YP)1b(TYP #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1x MULLION -- TYP CAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADS COUNTY, USE ONLY MIAMI —DADS COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRLIL —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRLIL EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE f 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" t SS4 CRLtL —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL- (1" •3 •. SEE f NOTE 1 • } TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" '----2" OR 4 MrN-- i )1h(TYP) SEE NOTE 1 • O O+ 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANT! Y OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A 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. 000 BUCK MASONRY ANCHOR, SEE NOTES 1 & .3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clerk PE #39712 P.E. Structural FAT IND STRIES Revsd Dy F.K. Rend Ely: F.K. Drown 8y: P.J.P. 530/06 5%3/O4 48/00 D— DIFY NOTES 3 & 5 C EMBED. DETAILS 1 HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /Nod&, Scale: Sheet Drawing No. MULLS NTS 2 off 7 6221 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 2 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR ix MULL MULL SIZE 1 x 2 x 3/8 A' 1 3/16 t x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 L A/2 4MAX. U A TWO (2) ANCHOR LOCATIONS THREE (J ANCHO LOCATIONS f A/2 MIN. iMIN. 1 ONE (I) ANCHOR © m'OL(2) ANCHOR FOUR (4) ANCHOR? LOCATIONS) MIN.TYP. (2)EQ.SP.® (A- 3/4)/2 NOTES: 1. I P TANT: QUANTRY OF ANCHORS SHOWN ARE FOR PIC L REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: Fit —2902, 2903 AND 2975. 8A4IN. THREE (3) ANCHOR LOCATIONS D SIX (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ. SP. (A- 3/4)/4 MIN. FIVE (5) ANCHOR LOCATIONS MIN. TYP. PYIA -:il7 ;..,--7!";;;'" TO BE USED ONLY WITH PGT !NDUSTMES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural ftT, INDU ES 8' 717 Red I/eBCCyy mown P.J.P. 30/06 5/06 48/00 DR NO CHC THIS Siff Reehlonm C — W, ADO DUI. &NOTE 1 "" HEAVY WALL, ANCHOR LOCATIONS 1070 'TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 tare: ALUMINUM TUBE CLIPPED MULLION Seri.modeh MULLS NTS Sheet Of 7 Growing No. 6221 Roc D 8 1 8 3 3—` 2 21 1 3 4 1 2 116 7x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 3 8 3� 4 1 4 8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obePrt 3978 P.E Structural INDU Re By: Raved 9y: F.K. 530/06 55/06 O-NO CHG THIS SHT ReNdoms C G THIS SHT Drawn Ely: P.J.P. 428/00 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY ORM NOKOM% FL 34275 P.O. SOX 1529 NOKONIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Seriea/Modek Sc ale: Sheet Drawing No. MULLS 1 X 4 of 7 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B C 110 (2) A—(3) A )(4) B ((3)_11 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CUP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 64 60 63 `6B 72 76 78 84 9a 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 131 131 112 112 99 99 90 90 84 84 80 96 80 r 93 93 92 92 92 92 92 77 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 50 50 48 48 46 46 45 45 44 44 73 73 62 82 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 40 .40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 60 70 80 90 100 110 120 130 180 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL AA (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull Mull Length Opening Width Horizontal Mull F Opening Width Mull —1 Length Multiple Mulled Units Mull Length \Opening Width 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") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. racieumenewito TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Gark, P.E. PE {¢39712 Structural T IND STRIES R 4K Rend Hy: F.K. 5%30/06 55/06 DR CHG THIS SM C MARKED R&IS!ONS Drawn 9i P.J.P. 48/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE BOMBS, FL 34275 P.O. BOX 1529 NOKOMIS, F7. 34274 TR1.: ALUMINUM TUBE CLIPPED MULLION swims/mode MULLS Scab: NTS Sheet 5 01 7 6221 CHART 3. - 1x2.75x.650 QTY. & TYP. " ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CUP TO OPENING CLIP TO MULL L (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (2) B (2) B (2) B (2) B (2) B (2) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) B (2) B (2) B (2) B (2) B (2) A (4) B 110 120 130 160 (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL LENGTH IN INCHES 42 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 50.625 54 60 63 66 72 76 78 84 90 96 108 111 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 95 81 93 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 67 67 57 57 50 50 44 44 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 25 25 23 23 44 44 38 38 33 33 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Multiple Mulled Units Vertical Mull Mull Length Opening. Width Horizontal Mull Opening With Mull Length Mull Length \Opening Width 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 CRt It —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. MMIMMIcrwmmiam aminiftwithemarMda Mmes y, .l2 .P13 ,e,` OZ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE 139712 Structural INDUSTRIES Rev F e. Raved 9y F.K. 5730/06 DR 0 016 IRS Siff Revisions: REVISIONS 575/06 Ova.n eF P.J.P. 428/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Stkc ALUMINUM TUBE CLIPPED MULLION Serbs/Model, MULLS Scale: NTS Sheet 6 et 7 Drawing No. 6221 Rev. D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 ,.130 160 CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A OPENING (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B . (3)A 't6) B CLIP TO B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B L 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 162 170 MULL LENGTH IN INCHES 48 50.625 54 60 63 66 72 76 (5) B (5) B (5) B (5) B 170 170 170 170 (5) B (5) B 170 170 170 (4) B (5B. 170 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 78 84 170 170 170 170 154 170 143 170 136 170 170 170 154 144 140 128 170 170 170 170 170 138 159 150 134 125 121 111 170 170 170 160 148 117 144 135 120 112 108 98 170 170 165 140 129 102 133 125 110 102 99 90 170 170 148 126 116 92 126 117 103 95 92 170 166 136 116 106 158 131 121 170 170 170 157 128 117 170 170 169 157 127 116 170 170 166 157 127 116 170 170 165 157 127 116 170 170 165 112 156 108 150 106 145 105 144 105 144 98 127 94 120 91 115 89 112 88 111 90 108 86 102 83 98 81 95 79 93 87 99 83 93 80 89 78 87 75 84 83 83 77 77 73 90 112 112 95 95 82 82 74 74 67 67 62 62 58 73 58 69 54 69 54 66 52 66 62 62 52 48 48 96 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 108 64 64 54 54 47 47 42 42 37 37 34 32 32 30 30 28 28 25 25 111 59 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 26 23 23 144 27 27 22 22 19 19 17 17 15 15 Vertical Mull Mull Length �Opening,� Width Horizontal Mull Opening Width L — Mul! Length __I Multiple Mul ed Units Mull Length \Opening Width 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 CRt lE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. ileadMil 6_ 451 TO BE USED ONLY rt i_ Clue., RE. PE /39712 Structural T IND STRIES WITH PGT INDUSTRIES PRODUCTS F K. %30/06 DR N " CHG NS SM Howl � F.K 5/5/06 C—D REVISIONS Orarn e!^- a P.J.P. 428/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY ORME NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS FL 34274 TRfe: ALUMINUM TUBE CLIPPED MULLION Saris litadet MULLS • ScNr NTS Sheet: 7 of 7 Drawing No. 6221 Rer. D MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 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 "730" Aluminum Sliding Glass Doors w/ wo Reinforcements -LMI APPROVAL DOCUMENT: Drawing No.4406 -1, titled "Alum. Sliding Glass Door - Impact ", sheets lthrough 19 of 19, prepared by manufacturer, dated 09 -11 -07 and last revised on 03/11/08, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant " Limitation: 1. A1190 degree doors must be reinforced regardless of design pressure. 2. Refer to table in sheet 3 for Positive design pressure limitation Vs sill height 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 # 06- 0523.03 consists of this page 1 as well as evidence, sheet E -1 and approval document mentioned above. 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 MIAM DADE COUNTY APPROVED NOA No. 07-0511.06 Expiration Date: November 11, 2009 Approval Date: April 03, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4406 -1, titled "Alum. Sliding Glass Door - Impact ", sheets lthrough 19 of 19, prepared by manufacturer, dated 09 -11 -07 and last revised on 03/11/08, signed and sealed by Lucas A. Turner, P.E. B. TESTS (test reports transferred from file # 06- 0523.03) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -4159, dated March 25, 2004, FTL -4161, dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524 dated Jan 31, 2005, and FTL -5084 dated Oct. 17, 2006 all signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10 -01 -07 and last revised on 03/11/08, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "EI. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10-01-07, signed by Lucas A. Turner, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 06- 0523.03, expiring November 11, 2009. 2. Test proposal # 06 -0114 dated 04 -14 -06 approved by BCCO. tc,L4c • (lot� haq I. Chanda, P.E. Product Control Examiner NOA No. 07 -0511.06 Expiration Date: November 11, 2009 Approval Date: April 03, 2008 E -1 GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A. 7/16' LAMI CONSISTING OF (1) EXT. LITE OF 3/16' ANNEALED GLASS AND (1) INT. LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. B. 7/16' LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16'° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SOP) INTERLAYER. TEST REPORT FTL-4163 C. 7/16' LAMI CONSISTING OF (1) EXT. LITE OF 3/16' ANNEALED GLASS AND (1) INT. LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7/16' LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1/16° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE. THE 7/16' LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16' LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. G. 9/16° LAMI CONSISTING OF (2) LITES (1 EXT.,1 INT.) OF 1/4' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE Z SHEET 3. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL- 4159, FTL- 4161, FTL- 4162, FTL- 4163, FTL -4171, FTL -4454, FTL-4524 AND FTL -5084. ELCO TEXTRON NOA: 04-0721.01, 03-0225.06 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. 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). 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 CONFIGURATIONS 4-5 VERT. SECTIONS 6-8 HORIZ. SECTIONS 9-11 PARTS LIST 12 EXTRUSIONS 13-14 ANCHORAGE 15-19 PRODUCT REVISED conmph'tn6 with the Florida Duiiding Code Acceptance Mao ? -41 I .e Expiration Date —T� BY t (i . 1.k.L Din Plod and*. Gee ROOM A013 REINF./NONREINE 7 OEN. NOM A MOM= FIE EMMA FJC 8111107 0 ACID TYPES 7ONOTE 18 EPD47ENIS REFERENCE NO7E7. Render Dew Nolalors FJC 1011607 N CARFYEXTAT. OF PASS 1 NOTE 1. Weer Fogel= 17//.0.0 Amid SF FA FJC 8'18.04 00.011F 1 NO CHANGE7108&EET tded.dei are J.J. 01005 10707Qa9FOLOOYDRIVE NFt3[276 NOS R.34274 BGINIE Visibly Better GENERAL NOTES AND MAP 7— ALUM. SLIDING GLASS DOOR, IMPACT aebalIale 860730 ease I arse • NS 1 +10 Ferree 4406 -1 Rea I 1/4-17r*11 es' / 'J //t %8' Lucas A. Turner, P.0. • PE 468201 Mechanical EXTERIOR 7/18" NOM. 3/18' ANNEALED GLASS .090 SGP INTERLAYER 3/18° HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE A EXTERIOR 7/18° NOM. 3/18" HEAT STRD. GLASS .090 SGP INTERLAYER 3/18" HEAT STRD. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE B EXTERIOR 7/18' NOM. 3/16' ANNEALED GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STRD. GLASS .591 NOM. GLASS BITE 1 1/16° NOM. rp m 17.414. 1-11110 0 EXTERIOR 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED GLASS .090 PVB INTERLAYER ( NOTE) 3/16' HEAT STRD. GLASS .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE E NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. EXTERIOR 7/18" NOM. 3/16" HEAT STRD. GLASS .090 PVB INTERLAYER (NOTE) 3/18" HEAT STR'D. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (PVB), GLAZING TYPE D 7/16" LAMI GLASS (PVB), GLAZING TYPE C sex FX Fowl FA FX wuA7 BEPAH DI7EDOtASeOOEMILS AHD AWED MAN I TYPE IXENGN ION WHEW Ratios H NO CHANGE THEJ SHEET FX bow Irp FX Doke MVO Oske Rabble HOCHAN E7 H98HEET 11 Aft U18ffi 1870 ET T 2 890 L OOY DRIVE NOKOM I , FL 89275 PA. 18� FL MN EXTERIOR 1 1/16" NOM. m� grp• m m 3/18" TEMPERED GLASS AIR SPACE 3118' HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/18" HEAT STR'D. GLASS .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE F EXTERIOR 9/18° NOM. 114" HEAT STRD. GLASS .090 SGP INTERLAYER 1/4" HEAT STR'D. GLASS .591 NOM. GLASS BITE PRoDucratronao as auk% cock emnPiYing the amid. � PhattOti -.,_?/7&C By 9/16" LAMI GLASS (SGP), GLAZING TYPE G 3x14$. P 1 GLAZING DETAILS ALUM. SLIDING GLASS DOOR, IMPACT 803730 arab, ft* F11L4 2 a 19 Domes Rs 4408.1 I 1 LuaasA. Turner. P.E. PE 058201 Mechanics] 90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH (REINFORCEMENT REQUIRED) A. FTL -4159, FTL -4161: 7/18 LAMI (3/16A EXT. +.090 SGP+3/16HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL -4163, FTL -4161: 7/18 LAMI (3/181-18 EXT. +.090 SGP +3 116HS INT.) G. FTL -4163: 9/18 LAMI (1/4HS EXT. +.090 SGP +1 /4HS INT.) NOM. w PANEL ,„CD WIDTH 0 I- TABLE 1. DOOR HEIGHT 80" (68) 84" (7°) 9"(76) 96" (6 °) 102" (86) 108" (9 °) 114" (96) 120" (10 °) 24" (2°) A,B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 30 " (26) A,B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +80.0 -60.0 36" (3 °).A,B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 42" (36) A +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.5 -69.5 +60.0 -80.0 +60.0 -60.0 +59.8 -59.8 +57.9 -57.9 B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 48" (4 °) A +70.0 -70.0 +70.0 -70.0 +68.0 -68.0 +62.5 -62.5 +60.0 +58.0 -60.0 +60.0 -58.0 +54.4 -60.0 -54.4 +80.0 -60.0 +60.0 -60.0 +51.7 -51.7 +49.9 -49.9 B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 54" (46) A +70.0 -70.0 +68.5 -68.5 +62.9 -62.9 +57.5 -57.5 B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" (5 °) A +66.2 -66.2 +62.8 -62.8 +58.8 -58.8 +53.9 -53.9 B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 NOT AVAILABLE 90° CORNER AND STRAIGHT DOORS WITH EXTENDED_StLL, 31/2" HIGH( TABLE 2. (REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS) C. FTL -4171: 7/16 LAMI (3/16A tXI } PVB+3/161SINt) D. FTL -4171: 7/16 LAMI (3/16HS EXT.- 090YVB +3/16HS INT) E. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16A EXT. +.090 PVB +3 /16HS INT.) F. FTL -4162: 1 1/16 LAMI LG., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16HS EXT.+.090 PVB +3 116HS INT.) NOM. PANEL WIDTH (I) al C9� DOOR HEIGHT 80" (68) 1 84" (7°) 90" (78) 88" VP) 24" (2°) C,D, E,F +80.0 -80.0 +80.0 -80.0 30" (26) C,D, E.F +80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -80.0 36" (3() +80.0 +80.0 -80.0 +80.0 -80.0 -80 +80.0 -80.0 y � C,E D,F +80.0 +80.0 +80.0 -80.0 +80.0 -80.0 -80.i t;.7 -78.7 +74.7 -74.7 +89.5 -69.5 -80.0 48" (4 °) D,F C,E +76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -76.8 + -80.0 + 3.2 +68.0 -68.0 +62.5 -62.5 NOTES: 1. FOR DOORS WITH 2.438° 0 CONFIGURATIONS. NEGA DESIGN PRESSURES SHO COMPLYING WITH THE FLOR 2. SEE SHEETS 9 THROUGH 11 Powder Ws awas OOUIN ETA!$EBWAH FX 911417 0 NOTE MALL TABLES FA 191847 FA 121841 Dem Luke FJC 811804 .7 3" SILL PRESSU IN TABLES 1 A BUILDING OR ASTRAGAL, NOTEQAIIDADD +80.0 -80.0 +80.0 -80.0 SEE NOTE 1 SILL HEIGHT POS. DESIGN PRESS. 3.500" +80 PSF 2.713" +40 PSF 2.437" +40 PSF 90° CORNERS REQUIRE REINFORCEMENT IN CORNER BASE STILES REGARDLESS OF THE DP TABLE USED. r. OH LENGTH F- OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 §I OR GREATER SEE NOTE 1 GHTS: POSITIVE DESIGN PRESSURE 1S LIMITED TO +40.0 PSF FOR ALL SI7FS AND ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 8 THROUGH 8. POSITIVE D 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG DE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. PRODUCT REV1S'D as complying with the FT"ride Building Code Acceptance N "o7-49 /1•A��c. Dino Azle/420p ama°T- Divisio° APFSA7AaVt1T DETAIL is', ;,, i Dan 1879 TECAVOLOGY LIME !1101(0168, FL 542/8 P.0 apron NOWAK FL34274 PT DESIGN PRESSURES �- ALUM. SUDING GLASS DOOR, IMPACT Viet* Better sane ss me wrus, Pula =WO 3 s 19 4406-1 I I G'- `34 4r Lucas A. Tumor, P.E. PE mum Mechanical CONFIGURATION PANELS TRACKS AVAILABLE IN 900 CORNER 0 1 ✓ )0 or pX 1 2 00 2 2 OX or X0 BY -PASS 2 2 pip 2 2 NA XXBY -PASS 2 2 pXX or )0(o 2 2 XOX BY -PASS 3 2 000 3 2 O) BY -PASS 3 2 NA WO or 0)0 3 2 J OX( or)0( BY -PASS 3 2 00XorX00 BY -PASS 3 3 OXXor)Q8D BY -PASS 3 3 )00( BY-PASS 3 3 p�arp4 3 3 0X( or)0 BY -PASS 3 2 0000 4 2 0X0(0 BY -PASS 0)00(o or 0)00(0 4 2 NA 4 2 0)000( or XXXXp BY -PASS 4 2 XXXX BY -PASS 4 2 ✓ 00000 4 2 000X or )Q300 BY -PASS 4 4 00XXor X>� BV -PASS 4 4 0XXXorNOD BY -PASS 4 4 )000( BY-PASS 4 4 0000( or )004 4 4 J )0000( BY-PASS 5 3 NA p)00000(p 6 3 NA )00000(BY -PASS 6 3 NA p 8 4 NA )0000000( 8 4 NA TABLE 3. (LOWER CASE p REPRESENTS POCKED NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15.19. 4. MAX HEIGHT FOR DOORS WITH UP TO 4 FT. (48') NOM. WIDTH PANELS IS 10 FT. (120'). MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60') NOM. WIDTH PANELS IS 8 FT. (96'). SEE TABLE 3 ABOVE.. 6. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120') DOORS IS 112 3/4' MAX AND FOR 8 FT. HIGH (96°) DOORS IS 88 3/4' MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71/4°) 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60') WIDE PANELS IS 55 7/16' MAX AND FOR 4 FT. (48') WIDE PANELS IS 43 7/16' MAX (MAX. DLO WIDTH = NOM. PANEL WIDTH - 4 9/16') 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. POCKET D{ lE POCKET 39 1/4' TYP. MAX. HORIZ DLO TYP., SEE NOTE 6 pX OR Xp MAX HORIZ. DLO TYP., SEE NOTE 6 9- MAX TYP., XXp OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL F MAX. HORIZ DLO TYP., SEE NOTE 6 XO OR OX DLO HEIGHT = DOOR HEIGHT - 71/4' DLO WIDTH = NOM. PANEL WIDTH - 4 9116' OXO DLO, SEE NOTE p ! ] ` ! D� 'OCKET ID a Bf 1 = Ai- NOTE 5 NO F{ 1i r II 1 -IORIZ DLO -- - App N[ITF OXO pXXXO OR OXXXp EXAMPLE OX-X0 90° OUTSIDE CORNER 6 HT. EE E4 7 PRODUCT REVISED ,, complywith fie rt=ida Building cod. p %� -11.04 AcwPlonco No Expirmi. Dote 4, 0 f Division r� FJL Foobbs 0 AODW 7OGORIE MIEL0 AOOi4X IPLECO NERECEVAH M. FJC AMO7, FJC FJC raveo7 '1804 Heakee H AMYQ ADDMIXOLOi iIA TONOYESSM & ee.d.dets JJ. Ole WM TECHNOLOGY DRIVE NOKOMIS, FL MIS P.a5gx1 11 FI. S$04 PST E)�LEELEVATIONS8COIVFIGURATI NDIMENSIONS ALUM. SUDING GLASS DOOM IMPACT uw.1er m.r arc Winne NTS 4 v 19 o.ar. �br 440.1 I 3,1(/'( Lucas A. honer, P.E. PE #5201 Mechanical p ! ] ` D� 'OCKET ID a Bf 1 = 1C g, IL I AF 4X. HORIZ. DLO pXXXO OR OXXXp EXAMPLE OX-X0 90° OUTSIDE CORNER 6 HT. EE E4 7 PRODUCT REVISED ,, complywith fie rt=ida Building cod. p %� -11.04 AcwPlonco No Expirmi. Dote 4, 0 f Division r� FJL Foobbs 0 AODW 7OGORIE MIEL0 AOOi4X IPLECO NERECEVAH M. FJC AMO7, FJC FJC raveo7 '1804 Heakee H AMYQ ADDMIXOLOi iIA TONOYESSM & ee.d.dets JJ. Ole WM TECHNOLOGY DRIVE NOKOMIS, FL MIS P.a5gx1 11 FI. S$04 PST E)�LEELEVATIONS8COIVFIGURATI NDIMENSIONS ALUM. SUDING GLASS DOOM IMPACT uw.1er m.r arc Winne NTS 4 v 19 o.ar. �br 440.1 I 3,1(/'( Lucas A. honer, P.E. PE #5201 Mechanical D LOCKSTILE RIGHT HAND INTERLOCK LM INTERLOCK ASTRAGAL BASE INTERIOR 0 9 J W/MALE ADD-ON INTERLOCK LM W/ ADD-ON ; EU INTERLOCK GR DOUBLE INTERLOCK OPERABLE LOCKSTILE RP FD�D LOOSTTILEE - RH. INTERLOCK Y FIXED LOCKSTILE INTERLOCK PR LFL INTERLOCK FOtED (ALL CONFIGURATIONS) EXTERIOR ELD LOCKSTILE DOUBLE INTERLOCK FDCED LOCKSTTLE 1 DOUBLE INTERLOCK DOUBLE Eli AI 03 INTERLOCK SD INTERLOCK DOUBLE INTERLOCK J OPERABLE LOCKSTILE ASTRAGAL BASE DS DOUBLE INTERLOCK INTERLOCK 1..! v W/FEMALE ADD-ON �^°�� �-'+' OPERABLE DOUBLE INTERLOCK ASTRAGAL W/FEMALE T A I PRODUCT REVISED a nmplying with the Florida Ac p7 pS //.Qt APR" "� ExpAmtion Date 4/O.✓/ /3-1 -/ (l L€R.L � LOCKSTILE M DOUBLE INTERLOCK _ BASE W/MALE ADD-ON DC DOUBLE INTERLOCK CORNER BASE STILE 01 `�21 —�' W/OUTSIDEt�RNER RECEIVER STILE WR __ _ WALE ADD-ON _ _ INTERLOCK CD E W�CE� E RECEIVER STILE ~ I� DOUBLE 64-14 INTERLOCK DaProdaa Control Division R FD® LOCKSTILE DOUBLE INTERLOCK DA DOUBLE INTERLOCK CORNER BABE STILE wRNERB CORNER RECEIVER STILE S FIXED LOCKSTILE ASTRAGAL BASE W/FEMALE ADD-ON AD RNER RECEIVER STILE STILE Win CORNER E DOUBLE 8. .ti 11-J INTERLOCK K LrL INTERLOCK OPERABLE LO( tSTRE DQ DOUBLE INTERLOCK CO w LOCK STILE L L.H. INTERLOCK a ASTRAGAL BASE W/FEMALE ADD-ON QD co w�ico STILE BASE LOCK STILE DOUBLE �� �—� INTERLOCK FC LOCKSTILE CORNER BASE STILE W� RECEIVER STILE AC FIXED LOCKSTILE CORNER BASE STILE _ 3.�! /f�� Limos A. Turner, P.E. PE 0191201 wR RECEIVER STILE CF wioursOIECORNER RECEIVER STILE FIXED CA WINSIDE � RECEIVER snLE FD�D _1■_> �LJ LOCKSTILE LOCKSTILE Rower: FA m.c ,. �` 1 P T �� PANEL TYPES Rawl* FA e, ,araa7 N >nro,aaer THIS SHEET ,070. " P.O. Nrz(oM*R94274 ALUM. SLIDING GLASS DOOR, IMPACT auwe� FJC rite noon= 811 7' aeeA I Visibly Welter _ _ _ NTS I S a 19 ��940&} I &?0790 NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. TYP. VERTICAL SECTION SHOWING ONE ..ACTIVE PANEL AND ONE FIXED PANEL OPTIONAL, AVAILABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS aEXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ASTRAGAL SIDE RAIL PRODUCT REVISED 18a SOWS e9 complying _^ ��''• BnilA ifl 040tlo tjC Expuavon Date -441 -44149 BY �Y I D EiodW CMnol I)tvisioo Rer1Bx P..K Dam GM1A7 Reaftlaw O ADDNOfERENOSBL EXTENDERPO& PRESSURE Roomier F.K Ottle IORRVI RasYlow ADD 814 HL TAKE AND FORME DP REFERENC TONOTE Raadsx FX Das 194$07 Rwwc AV CHANGE IRIS W T oaf FJC W18iv4 Dames 107011 NOLOBYDRIVE NONMA R.34275 P.O. BQX1523 NORMA 8.34274 Pc�T Vtstbly Briar VERTICAL SECTIONS, ORIGINAL 2 TRACK- ALUM. SUDING GLASS DOOR, IMPACT arbslOxitt ea* SOD730 I 1/2 6 e 19 In'e°i" 4406-1 3/! (/ 2f Lucas A. Tumor, P.E. PE #88201 Nechardool ASTRAGAL SIDE RAIL ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. SEE NOTE ABOVE ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL aEXTERIOR INTERIOR E> TYP. VERTICAL SECTION SHOWING ONE (ALL SECnoNS) TYP VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN Bey: PA: >arax P.K WNW Rath* O OWANONOTEAN08RLMENDER NOMTIONS. Rawl* P.K �,6a7 N AOD8J. HT. TAMS AND POSITIVE 'P roNOtE WINS/ NOCHAIMEMISSINET career FJC Dole W18/04 Omit! Br 0Lat6 1070 TECHNOLOOyOIRME NOKOMIS, FL 34275 P.0. 60K INN NOKOMIS, A.84274 Pc �T Vts/b�7 Beuar VERTICAL SECnONS, 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT 3010786 1/2 ,ih 7 s 19 arp 44084 147 W.01 : ,CT RE 1 tiroe _on& tG ijupdinp Cede cparitlY B _ b Expiration Date 9y Divisko Product 34( /1r Lucas A. Turret, P.E. PE 868201 Mechanical OPTIONAL ON 3 OR 4 TRACK FRAME F017, S20 or S23 NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. EXTERIOR 3.500" <D EXTERIOR INTERIOR TYP. VERTICAL SECTION SHOWING (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK (18, S19 or S OPTIONAL ON 3 OR 4 TRACK FRAME SEE NOTE ABOVE ASTRAGAL SIDE RAIL PPODUCf> _,da with the as comPlyi� Buikliss .oSl •OG� Expicadoa Data BY Ls►• I•� TA1aau Dada Division FJC DOC 8%L07 O EXPAND NOM AND EN L EXTENDER NOTA770ML FJL bake 187&0/ NaAdaac A DSILL HE TAME AND IOWANOPREFER NETONNE FJL 121007 Rerldxs NOM ANGE THOSHEET FJG Dam 818614 OAeeb0 J.J. title � ureDa 10707ECHN LOOYOHNVE NOKOMIS, FL 3676 P.D. SOX 1625 NQKOl6S, FL 3 74 Pc �T V1albty Betar VERTICAL SECTIONS, 3 & 4 TRACK ALUM. SLIDING GLASS DOOR, IMPACT adallillaft SGD7S0 I 1/2 8 ✓ 18 a"roxa 4408-1 I I 341/c'r Lucas A. Turner, P.E. PE 6682P1 Mechanical 3, 58, 59, 60 or 69 —1 0 0 _) Mal ANN- LOCATED AT VERTICAL CENTER, 12. FROM TOP AND BOTTOM OF FIXED PAN (3) REQ'D 8 66, 67, 68 or 711 ITEM 88 SHOWN S18,S21� or S24 O ITEM S24 SHOWN SECT. A -A FIXED STILE AT JAMB (OUTSIDE) INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 imnuqungt EXISTING STRUCTURE �■ 1 SECT. B-B DOUBLE & SINGLE INTERLOCK /IIIli N ' I1'JOIIIr �rJfi�Gp�M� • 1111110 II A.10 3, 58, 59, 60 or 69 SECT. C-C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) FX 9'607 0 Rood* Aft Hailmet FX f0%s7 X SECT. D -D MOVABLE INTERLOCK AT P -HOOK ITEM 88 SHOWN 8,66,67, 68or71f ITEM 324 SHOWN C18,S21 or S24 ASTRAGAL REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT s co pym6 with Usa Florida Building Code Acceptance 4/,2 5' By SL. Miami Control Ditisian NOOLANOE7HA MEET Road Op 0 is Rodokne FX f2N307 1 Own* Den ChaohNIBA FJC BMW ,L,L CLARIFY FPTAOLERBASHEIkE FOR 9 88ANOCC NO CMANOETfif SHET Mr 41506 1070 TECHNOLOGYO71VE Hama 8.34273 P.O. 8011529 X0[0689 FL 34274 BGT Wsibly Eouer HORIZONTAL SECTIONS rer ALUM. SLIDING GLASS DOOR, IMPACT 1/2 •r oraoft. 9 a 19 I 4406 -1 ,oZ 34(/of Lugs A. Turner. P.E. PE @85201 Mechanical ASTRAGAL REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL CENTER, 12* FROM TOP AND BOTTOM OF FDIED PANELS (3) REQ'D INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 3, 58, 59 } /1 271 INTERLOCK REINFORCEMENTS REQ'D W/ 0 or 69 12 USE OF TABLE 1, SHEET 3 71111111- I 'II IMBIIKOZA RP mi r —_ ru '1, I ' ] r nor P\ rivrr% /1/1∎Iri"I 119 ATIAAI - F II% LJ VVIV riVV7V'11IVIY DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) ITEM 88 SHOWN S, 66, 67, 68 or 71 SECT. G -G FIXED STILE AT JAMB (INSIDE) SECT. H -H DOUBLE & SINGLE INTERLOCK (OX) ITEM 88 SHOWN �, 66, 87, 68 or 71 3, 58, 59, 60 or 69 ITEM 624 SHOWN C18,S21 or S24 SECT. 1-1 INTERIOR (ALL SECTIONS) EXTERIOR MOVABLE STILE AT JAMB (OUTSIDE) PRODUCTRL'VISBD as complying. with the Holds Buddies Cede trio 6 44•]•.• By odud Coa1101 Division FA Ors WNW 0 N'O CHANGE MIS MEET FA Raw* FA 4emep F.K 1GM6V7 Datc WOW Deka M1S/04 R,.= isr: oe CLARSYOP TABLE REFERENCE FOR SECTIONS FF. NW 41 FIVEOPNERLOCK NOCNNYC87 ISSNET u' Md®d#p Pie 10707E004IX00YDRYE NOKOMIS, FL S4278 F.o. HQX 1429 NOKOMIS, FL UM HORIZONTAL SECTIONS CONTINUED ALUM. SLIDING GLASS DOOR, IMPACT lortoVedok SOD730 tiolw 1/2 10 a 19 0.41710. /ae 4406 -1 I I Lucas A. Turner, P.E. PE #68201 MCI (35853 , , 60 or 69 INTERIOR REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 .125 1.700 80 - PANEL CORNER BASE STILE MAT'L• 8083 -T8 DWG# 4433 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHT. 3 Up INTERIOR EXTERIOR REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 SECTION SCALE: 1/2 REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 EXTERIOR EXTRUSION SCALE: 1/4 T--3.499 —+{ 1.7001. .039 J 81- PANEL CORNER RECEIVER STILE MAT'L: 6063 -T6 DWG# 4433 r. 2.502 +� .125 1.700 82 - PANEL CORNER LOCK STILE MATL: 6083 -T8 DWG# 4433 4 J pRODUCT REVISED de }} comPlying with the l-�' 59' No D) ,60or69 ' � DETAIL J - TYPICAL INSIDE 90° CORNER SECTION DETAIL K - TYPICAL OUTSIDE 90° CORNER SECTION A:flmnt Dat d G•TM" � - INTERIOR EXTERIOR EXAMPLE INSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) SEE DETAIL J ABOVE SILL WIDTH 2 TRACK = 4.222° 3 TRACK = 8.130° 4 TRACK = 8.038" SEE DETAIL K ABOVE EXTERIOR ' EXAMPLE OUTSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO POCKET SHOWN) INTERIOR PLAN SCALE NONE away ar aaae.r FA WNW I 0 CORRECTCdiAE2 PARIS 109110010ERS & 800WSIZE REINFCROEVENT wlwaLF Oa a•wa FX UMW R ADO SF VORMERRENFORCFNENTNOTH away: Aft Swift* * FR T WC/0AMDIS81EET KIF � 8/894 u 4MF Ij tOR) 11020CLOOPORNH NdCpN6FLWM P.Q. BOX ISM ■000108, FL MN CORNER DOOR, SECTIONS AND EXTRUSIONS ALUM. SLIDING GLASS DOOM IMPACT 8 i / 111 a 19 °w"" 44084 Ame I 34(/ -f Lem A. Turner, P.E. PE Mb82M Mechanical ITEM DWO# POT # DESCRIPTION - ITEM DWG# POT -# 4DESCRIPTION 1 4302 812245 ORIGINAL FRAME, HEAD 41 D 7/18 LAMINATED GLASS - 3/18HS EXT.+.090 DUPONT BUTACITE OR SAFLEX'KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. 2 4386 7P4386 SILUHEAD WEATHER STRIPPING PAD 3 4303 64303 ORIGINAL FRAME, SILL 42 E 1 1/18 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16A EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER+3/16HS INT. 4 4381 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FIXED PANEL 6 4315 64315 THRESHOLD COVER 43 F 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 31161-IS EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 9 1155-1 781PQA #8 X 1° LG. S. STL. QUAD/PHIL PAN HEAD 44 DOW CORNING 899, 995 GLAZING SILICONE OR EQUIV. 10 4308 612249 PANEL SIDE RAIL 46 1224 61P247 VINYL BULB WEATHERSTRIP (THICK) 11 4383 64383 DOUBLE INTERLOCK 47 1225 6TP248 VINYL BULB WEATHERSTRIP (THIN) 12 4399 84399 INTERLOCK 49 4324 6534601 7/16" LAMI GLAZING BEAD 13 4398 64398 ASTRAGAL BASE 51 4395 64395 1 1/16" LAMI LG. GLAZING BEAD 14 4380 64380 FEMALE ADD-ON 52 1267 71267N SETTING BLOCKS 1° X1/2" X 1/8" THICK 15 4381 64381 MALE ADD-ON 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 16 4305A 84305 TOP & BOTTOM RAIL 54 4358 74356A FIXED PANEL ANGLE BRACKET 17 4403A 64403A P-HOOK FOR POCKET DOORS 55 A 7/16 LAMINATED GLASS - 3/16A ELT. +,090 DUPONT SENTRYGLAS PLUS INTERLAYER +3 /16HS INT. 18 4362 64362 FOLD PANEL CLIP 19 1235 67S16G WSTP .170 X.270 BACK, FIN SEAL 56 G 9/16 LAMINATED GLASS - 1/4HS EXT. +,090 DUPONT SENTRYGLAS PLUS INTERLAYER +1 /4HS INT. 20 4393 673936 WSTP .400 X.270 BACK, FIN SEAL 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL TYPE F 57 _4375 64375 9/16" LAM! GLAZING BEAD 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 58 4407 84407 FRAME, 4 TRACK SLL 23 71032X1FPFX #10-32 X 1" LG. PHA-LIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 59 4408 64408 FRAME, 3 TRACK SILL 80 4409 84409 FRAME, 2 TRACK SLL as oDUCT1�M SED � complying uith Are Florldo antanh NoQ/�tK: -` 7 lajtirL Division 24 70834X #8 X3/4" LG. PHILLIPS PAN HEAD 188 S. STL KEEPER MOUNTING SCREW 61 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 82 4411 84411 FRAME, 3.500 SLL ADAPTER 25 78X38PPT #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 63 4412 64412 FRAME, 4 TRACK HEAD 26 71032INSERT 10-32 ALUMIN THREADED INSERT 64 4413 64413 FRAME, 3 TRACK HEAD 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 1 65 4414 64414 FRAME, 2 TRACK HEAD 28 4388 MOVING/FIXED INTERLOCK END PLUG 88 4415 64415 FRAME, 4 TRACK JAMB 29 4387 44387 ASTRAGAL BASE END PLUG 67 4416 64416 FRAME, 3 TRACK JAMB 30 4389' 44389N LOCKSTILE END PLUG 68 4417 64417 FRAME 2 TRACK JAMB 31 4392 7XXXIMD(BSW) TOP RIGHT STICKER COVER 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL 32 4392_ 700 (4MD(BSW) BOTTOM RIGHT STICKER COVER 70 4441 64441 FRAME, 2 TRACK HEAD W/ SCREEN RAIL 33 4392 7)00(3MD(BSW) TOP LEFT STICKER COVER 71 4443 64443 FRAME, 2 TRACK JAMB W/ SCREEN RAIL 34 4392 7)002MD(BSW) BOTTOM LEFT STICKER COVER 80 4433 64433 PANEL CORNER, BASE STILE 35 1049 71049 TANDEM ROLLER 81 4434 84434 PANEL CORNER, RECEIVER STILE (FEMALE) 36 1636 72048 W,K,S 3/4" HOLE PLUG 82 4435 64435 PANEL CORNER, LOCK STILE (MALE) 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 13/4" COLOR MATCHED HANDLE BASE SCREWS S1 4317 812256 SCREEN, TOP RAIL S4 4318 612257 SCREEN, BOTTOM RAIL 57 4319 612258 SCREEN, SIDE RAIL S11 4320 612259 SCREEN, MEETING RAIL 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 13/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER S13 4428 64428 SCREEN, DOUBLE INTERLOCK -S14 4344 64344 SCREEN, ASTRAGAL S15 4384 84384 SCREEN, ASTRAGAL ADAPTER $16 4418 84418 SCREEN, 3 TRACK SILL S17 4419 64419 SCREEN, 3 TRACK HEAD 518 4420 64420 SCREEN, 31RACK JAMB -_ �/ 3 /((% ( Lucas A. turner, P.E. PE 838201 Mechanical 519 4421 84421 SCREEN, 2 TRACK SILL 32 4422 64423 SCREEN, 2 TRACK HEAD 39 B 7/16 LAMINATED GLASS - 3/98HS EXi: +.090 DUPONT SENTRYGLAS PLUS INTERLAYER+3/18HS INT. S21 1 64423 SCREEN, 2 TRACK JAMB JAMB 522 4424 64424 SCREEN, 1 TRACK SILL 40 C 7/16 LAMINATED GLASS - 3/16A EXT. +,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER+3/18HS INT. 823 4425 64425 SCREEN, 1 TRACK HEAD 624 4426 64426 SCREEN, 1 TRACK JA B lima* eas DO. wrrk,s 0 REVERSE AMMO) 7NEAT81>i>4 FENEDOMERn 4240ANDsa CHANCE �"�70 'a 1WD7Ep ppyp�p NOKOMIS, FL 24215 PO sox no Nd FL 34274 It oreeae PARTS LIST Mo MC a 1'4507 N CIARIFYATONT.. 4AASSRE6�ESOE4438440 ,41.444488,AP I' ALUM. SLIDING GLASS DOOR. IMPACT Mod Br MC °" 17!1307 ko I NO CHANGE 7108 Lt.aOr F.K LYR 6/1&54 Mods 1OF ,1.L Doke 4Ns o 1 Visibly awaksie teat se.° tr.+ew 11•17 $00730 NTS 12 " 19 44064 1 1 5.177 �� 1.819 .078 1 - ORIGINAL FRAME HEAD MATL: 6083 -T5 DWG# 4302 5.357 .078 - 5.177 2.435 --►nom I- 3.500 .078 �I� 3 - ORIGINAL FRAME SILL. 4 - ORIGINAL ADD ON SILL MATL: 6063 45 MAT'L: 6063 -T5 DWG# 4303 DWG# 4381 - .062 190 I .062 F 1.235 8 - ORIGINAL FRAME JAMB MATL: 6063 45 DWG# 4304 1.428 .188 14 - FEMALE ADD-ON MAT'L: 6083 -T5 DWG# 4380 w 1.045 S1 - SCREEN TOP RAIL (SCREEN FRAME) MATL: 6083-75 DWG# 4317 1.045 2.376 r- 1.644 10 - PANEL SIDE RAIL MAT'L: 6083-T5 DWG# 4306 15 - MALE ADD-ON MATL: 6063-T5 DWG# 4381 .062 S4 - SCREEN BOTTOM RAIL 1.993 (SCREEN FRAME) MAT'L: 8063 -75 DWG# 4318 .109 .062 S7 - SCREEN SIDE RAIL (SCREEN FRAME) MAT'L: 6063 -75 DWG# 4319 WALLS VARY FROM .060 TO .250 1.500 .062 .421 1.800 5 - ADAPTER, FIXED PANEL MATT.: 8083 -T5 DWG# 4314 11- DOUBLE INTERLOCK MATL: 6083HS T6 DWG# 4383 1.870 16 - TOP & BOTT. RAIL MAIL: 6083 -T5 DWG# 4305A 1.019 .062 511 - SCREEN MEETING RAIL (SCREEN FRAME) 1.872 MATL: 6063 -T5 DWG# 4320 1.874 WALLS VARY FROM .080 TO.125 0 .800 7 .060 18 - FIXED PANEL CLIP MAT'L: 8083 -75 DWG# 4362 1.986 r, L .125 1.087 NI .062 ten+- � .557 2.875 6 - THRESHOLD COVER 17 - P -HOOK MAT'L: 6083 -T5 MATL: 8083 -T8 DWG# 4315 DWG# 4403A f 2.700 2.981 WALLS VARY - - 2.981 FROM .080 TO .125 12 - INTERLOCK MAT'L: 8083HS -T8 DWG# 4399 .050 1 .500 27 - ALUM. REINF. MAT'L: 8005 -T5 DWG# 4357 1.342 1.305 S14 - SCREEN ASTRAGAL MATL: 6083 45 DWG# 4344 1.872 I l�I i 1 ►� 1.423 S13 - SCREEN DOUBLE INTERLOCK S15 - SCREEN (SCREEN FRAME) ASTRAGAL ADAPTER MAT'L: 6083 -T5 MAT'L: 6083 -T5 DWG# 4328 DWG# 4384 r 3.182 1 .083 T 2.272 1 13- ASTRAGAL BASE MAIL: 8083 -78 DWG# 4398 PRODUCT REVISED es complying with the Plod&r Btalding Code Acceptance No o7- o571,o4 Expiration Dateiwg#7.296, By IC45(• Miami ,anM• Control Division Owe He FX Der 2R1107 Gar 10+1®07 Owe 1271810 Ode 8'1804 Among G ADOITEU MOERAIlI N. F.K FX Omer FJC Rate= R RMwnr 06rWeX J.d HOWMNGE THIS SHEET NO CHANGE THIS 8183T Dow 411801 1070 TECHNOLOGY DRIVE ROIOBOK FLSN1T8 P.Q GQX 1820 ?MOM FL 9!274 PST Vbibly Better EXTRUSIONS tee ALUM. SLIDING GLASS DOOR, IMPACT SGD730 NTS 13 +19 4406 -1 soft I Lucas A. Tamer. P.E. PE #58201 Meek 58 - 4 TRACK SILL MATL: 6083 46 DWG# 4407 8.038 .078 -1.4.-- 63 - 4 TRACK HEAD MAIL: 8063 -T6 DWG# 4412 j� 4222 1 21117 88 - 2 TRACK JAMB MAT'L: 6083 -T8 DWG# 4417 .078 n2.546 r 1.619 F .078 S21 - SCREEN 2 TRACK FRAME JAMB MAT'L: 6063 -76 DWG# 4423 59 - 3 TRACK SILL MAIL: 6083 46 DWG# 4408 .078 -►fl+- 60 - 2 TRACK SILL MAT'L: 6083 -T6 DWG# 4409 I6.13° @� j x4.222-1 .819 r I I 1.619 l� 1.619 .078 ��-- 64 - 3 TRACK HEAD MAT'L: 6083 -76 DWG# 4413 616 - SCREEN 3 TRACK FRAME SILL MATE: 6063 -T6 DWG# 4418 S22 - SCREEN 1 TRACK FRAME SILL MAIL: 6063 -T6 DWG# 4424 I- oa 5.505 I ea I I as 1.619 .078 70 - FRAME, 2 TRACK HEAD WI SCREIN RAIL MAT'L: 6083 -T6 DWG# 4441 • .078 - .4-a -- 65 - 2 TRACK HEAD MAT'L: 8083 -TB DWG# 4414 0 -.1 3.810 Lam 3 81_ I Li 1 1.619 .078 S17- SCREEN 3 TRACK FRAME HEAD MAT'L: 6063 -T6 DWG# 4419 t11.283 r- 1.619 r'r .078 S23 - SCREEN 1 TRACK FRAME HEAD MAT'L: 8083 -T6 DWG# 4425 1.619 jr .078 -- 3-- - 618- SCREEN 3 TRACK FRAME JAMB MAT'L: 8063 -T6 DWG# 4420 .494 -.1 .078 2.713 61 - STANDARD SILL RISER MAIL: 6083 -T6 DWG# 4410 8.038 62 - 3.50° S LL RISER MATL: 6063 -76 DWG# 4411 L 6.130 ---1J1 I I 1 1.235 I 11 1 1.235 .078 ---� fl-�- -f .078 -+ 1 LI-f .810 078 r11283 1.619 1 .078 S24 - SCREEN 1 TRACK FRAME JAMB MATL: 6063 -T6 DWG# 4426 Fes-- 5.505 -►I 1 1.236 .078 -a-1-a- 71 - FRAME, 2 TRACK JAMB WI SCRQ RAIL MAT'L: 6063 -T6 DWG# 4443 86 - 4 TRACK JAMB MAT'L: 6063 46 DWG# 4415 2.546 2 S19 - SCREEN 2 TRACK FRAME SILL MATL: 8063 46 DWG# 4421 1.619 67 - 3 TRACK JAMB MAT'L: 8063 -76 DWG# 4416 2.546 r--4- .078 S20 - SCREEN 2 TRACK FRAME HEAD MAIL: 8063 -T8 DWG# 4422 r- .500 27 - ALUM. REINF. MAT'L: 6005 -75 1.500 DWG# 4357 .� .078 -'_- 69 - FRAME, 2 TRACK SILL WI SCREEN RAIL MAT'L: 6063 -T6 DWG# 4442 PRODUCT 140/1.51:1) as onnpl � the t1ond* Banding Espitatiem Date bezmIDado DIvistem ae.:gc FX rYrlas N NOCHANCE715ISHEET awvsr FX Oft Ile.a,c 11 MOfE127l611f PX mss F.K aft UMW now WIEVIN a.ruee NOCJIMIGE1709SHET assabeft Dix 1WD 7BfiBO1.OGYERNE NOKOMA FLSIM P.a BQX 1378 =WM, FL 31274 PICT VtdbA' Fenn' EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT a,waua lathe Ira sax= I NTSI 14 r 19 Irawswits 4406 -1 I I Lucas A. Turner, P.E. PE 401 Mechanical NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1, 1/4° ELCO TAPCON 2, 114" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P -HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2" MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. A3. MAX. 96" HIGH DOORS W/ PANELS UP TO 48° WIDE (TABLES 1 AND 2, SHEET 3) AND 120° HIGH DOORS W/ PANELS UP TO 48° WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 18 3/8" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. A4. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 2213/16° MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. 6\5. JAMBS AND P -HOOKS ANCHORAGE ALL DOORS. 8" MAX FROM BOTTOM AND 26" MAX. O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16. 6. °ANCHORS PER PANEL" ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. r .— ASTRAGAL CL INTERLOCK CL 3° MIN. TYP. EXAMPLES OF HEAD AND SILL ANCHORAGE, STRAIGHT AND 90° CORNER DOOR EXTERIOR Mad* Pi FJC /VfW7 DETAIL A 3" MIN. 8 3/16" MAX. TYP. If J 'A' DIM. 8 MAX.. o.C. 1 1/2" MIN. A' DIM. MAX. O.C. 'A' DIM. MAX } .— o.C. --*--1 1/2° MIN. TYP. 3 MIN. TYP. 'A' DIM. MAx. O.G. INTERIOR 0 0 A' DIM. —.- MAX. 8 3/18" O.C. MAX. (2) A TYP. ANCHORS SEE 90° CORNER® PER LOC. DETAIL A (1--.— @ HEAD & SILL MAX P-HOOK O.C. PER NOTE 5. 'A' DIM. 'A' DIM. - 'A DIM. MAX. - — �- MAX. MAX. O.C. O.C. O.C. EXAMPLE FROM TABLE 3, SHT. 8 C8+4)A (8) ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL (SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE) DETAIL BA DETAIL C INTERLOCK 3° MIN. INTERIOR -_ �8 3/16° MAX. • TYP. 8 1/4" A SEE A SEE MAX DETAIL B DETAIL C TYP. 0 0 0 'A' DIM. 'A DIM. AMAX. O.C. A' DIM. MAX. O.C. MAX. O.C. EXAMPLE 2 FROM TABLE 3, SHT. 16 (C8+2)A (6) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) 8 1/4" MAX. Rafts 0 CONVERT EXAMPLES TO PiCLUDE10 DECREE CO NERAPA1G7101. RENEE NOM J 4, a6JNIB AMOK ANCHOR SPACING MAX. JAMB. O.C. PER NOTE 5. 8" MAX. TYP. HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH A' DIM. <48" WIDE 183/8" >48" WIDE 2013/16" 81/4" MAX. TYP. EXTERIOR 1:COM pleeim f1° Dat° By s4a • caret°+ Dimo, 1 E 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE CORNER W/ C8 CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C8 CLUSTER EXAMPLE CORNER CLUSTERS A Amigo FJC er dr647 Oar CLARIFY C RIERASTR GAL ANCHORAGE FJC abneF Dor F.K SH804 1PNIIN7 A.4..� JL 1SAll FYCOI%W1CtL91ER FE= AND CHANGE M IW$44& Mfg 1sW 1070 77ECHMO000YDRIVE NOKCMBB, FL 94276 P.0.8QX1d29 NOK0108, FL 94274 121cT Visfdly Hector ANCHORAGE, SPACING 7- ALUM. SLIDING GLASS DOOR, IMPACT 1/8 115 a19 a were. 4408 -1 I I cam` 317 %r Wass A. Turner, RE PE f158201 MecheNml ••—•^C° g ® ISTRAGAL OR INTERLOCK J (2) ' v* ANCHORS =r x § GAL OR I o PER LOC. , @ JAMB ' U DETAIL BA DETAIL C INTERLOCK 3° MIN. INTERIOR -_ �8 3/16° MAX. • TYP. 8 1/4" A SEE A SEE MAX DETAIL B DETAIL C TYP. 0 0 0 'A' DIM. 'A DIM. AMAX. O.C. A' DIM. MAX. O.C. MAX. O.C. EXAMPLE 2 FROM TABLE 3, SHT. 16 (C8+2)A (6) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) 8 1/4" MAX. Rafts 0 CONVERT EXAMPLES TO PiCLUDE10 DECREE CO NERAPA1G7101. RENEE NOM J 4, a6JNIB AMOK ANCHOR SPACING MAX. JAMB. O.C. PER NOTE 5. 8" MAX. TYP. HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH A' DIM. <48" WIDE 183/8" >48" WIDE 2013/16" 81/4" MAX. TYP. EXTERIOR 1:COM pleeim f1° Dat° By s4a • caret°+ Dimo, 1 E 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE CORNER W/ C8 CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C8 CLUSTER EXAMPLE CORNER CLUSTERS A Amigo FJC er dr647 Oar CLARIFY C RIERASTR GAL ANCHORAGE FJC abneF Dor F.K SH804 1PNIIN7 A.4..� JL 1SAll FYCOI%W1CtL91ER FE= AND CHANGE M IW$44& Mfg 1sW 1070 77ECHMO000YDRIVE NOKCMBB, FL 94276 P.0.8QX1d29 NOK0108, FL 94274 121cT Visfdly Hector ANCHORAGE, SPACING 7- ALUM. SLIDING GLASS DOOR, IMPACT 1/8 115 a19 a were. 4408 -1 I I cam` 317 %r Wass A. Turner, RE PE f158201 MecheNml �I k11 I k,� k 1 4 ANCHORAGE STABLE 3.1 N # GLASS TYPE > FOR USE WITH DP TABLE 1, SHEET 3 FOR USE WITH DP TABLE 2, SHEET 3 SR W., I 3 1 A, B, G C, D, E, F REINFORCED > YES, REINF. RECii'D IN INTERLOCKS, ASTRAGALS, AND 90° CORNERS MINE. NOT RECTO IN STRAIGHT INTERLOCKS AND ASTRAGALS. SEE EXCEPTION NOTE 3. I...1+ _ ANCHOR TYPE & SUBSTRATE HEAD & SILL CLUSTER + ADM PER PANEL JAMB P-HOOK � DD1. PER PANEL S ER `OMB P -HOOK O If - Ip 1 i g §S �, 1 1 PANEL DOOR WIDTH x HT. 8 n 8 0 N * 0 8: A N 8 v N 34 0 0 J 8 * 8 N co g= 0 8 A N g o 8 C) 8 n IV g o 24.000 x 80.000 84.000 90.000 96.000 102.000 108.000 114.000 120,000 04 +2 C4 +2 8 8 QQ 4 4 C4 +2 C4 +2 8 8 8 4 MI 4 C4 +2 MN 8 8 8 OQQ C4 +2 C4 +2 Q 8 8 4 4 C4 +2 imam 8 8 8 4 0 4 C4 +2 C4 +2 C4 +2 8 8 8 QQ 4 C4 +2 J C4 +2 10 10 10 © 5 5 C6+2 � C4 +2 10 10 10 ©© 5 10 10 10 5 © ©p 5 5 pi GLASS TYPE NOT AVAILABLE C4 +2 C4 +2 C4 +2 10 10 10 C4 +2 C4+2 10 10 10 5 C4 +2 10 10 30.000 x 80.000 84.000 90.000 98.000 102.+++ 108.000 114.000 C4 +2 8 8 Hum C8 +2 C4 +2 C4 +2 8 8 B 4 4 4 04 +2 04 +2 C4 +2 8 8 8 00 4 06 +2 04 +2 8 8 8 4 4 4 06+2 =MEM 8 8 8 4 4 4 C6+2 UU C4 +2 8 8 8 00 4 C6 +2 C4 +2 C4 +2 8 8 8 4 4 4 C.6 +2 C4 +2 C4. +2 10 m 10 © 5 5 C6+2 C4 +2 10 10 LJ 10 10 ©�© ©© 5 GLASS TYPE NOT AVAILABLE C 6+2 C4 +2 C:6+2 C4 +2 C4+2 13, 10 10 08 +2 04 +2 10 10 10 EA 5 5 II h120.000 11 .'.O x 80,000 06+2 04 +4 C4 +4 8 8 8 4 OM 4 «:6�i•� C4 +4 8 um 8 84.000 90.000 96.000 102.000 108.000 114.006 120.000 C6+2 UNU 8 8 8 4 4 0 C8+2 C4 +4 08+2 8; 8 im 4 5 C6 +2 C4 +4 C4 +4 8 8 8 4 4 5 C8 +2 M„ C6 +2 10 RA 8 4 ice 5 + 1 1 08+2 CA +4 06+2 gammaQ 4 © C8 +2 ; ,,, ) r C6 +2 10 In 10 EN 5 ( 5 06 +2 04+4 11102111Eni 04 +4 10 10 Jj 10 10 10 © ©© 5 MI 5 GLASS TYPE NOTAVAILABLE II °11) Mil 06 +2 �f 08+2 04+4 C6+2 10 10 10 ©u© 06+2 10 10 10 5 5 5 42.000 x 80. F ++ 84.000 90,01+ 96.000 102.000 108.000 114.000 120.000 C4 +4 04 +4 C4+4 8 8 8 4 4 5 C8 +4 C8 +4 C6 +4 10 8 8 4 4 5 06 +4 C8 +4 8 8 4 C8 +4 C6 +4 10 8 �� 5 06 +4 C6+4 C8+4 10 H mu �© Es C8 +4 C6+4 06+4 C8+4 10 6 06+4 C8+4 C6+4 10 8 8 4 5 08+4 C8 +4 08+4 10 10 10 5 6 6 e 1 ° m P .' I ALUM. SLIDING GLASS DOOM IMPACT ANCHORAGE TABLE 08+4 04 +4 08+4 10 10 10 5 © 5 5 5 5 © 6 GLASS TYPE NOTAVAILABLE C8 +4 C6 +4 06+4 10 10 10 C8+4 06+4 08+4 10 10 10 C10+2 06+4 06+4 10 10 10 5 © 6 48.000 x 80.000 84.000 90.000 96.000 102.000 108.000 114.000 120.000 C6+4 C6 +4 IZZI 10 8 8 Es 4 5 C8+4 C4 +4 =XI 10 8 8 KR0 6 08 +4 06+4 04 +4 10 8 8 4 4 5 C8+4 04 +4 06+4 10 8 8 5 4 6 08 +4 C6+4 Ma 10 KB 8 pop 6 C8 +4 Cam;{ C6+4 ® 8 10 5 5 6 08 +4 C6+4 C6+4 10 j 8 © r;,' 8 C10+4 C6+4 C8+4 12 10 10 NA 5 7 06 +4 06+4 06+4 10 10 10 5 ©ug ©Q 5 5 6 GLASS TYPE NOTAVAILABLE C8+4 C6+4 C6+4 10 10 10 6 6 6 C8+4 C6+4 alma 10 10 06+4 C6+4 .. 10 10 54.000 x 54 80.000 84.000 90.E 96.000 C8 +4 04 +4 04 +4 8 8 4 H 5 0 6 5 6 HH GLASS TYPE NOTAVAILABLE C8+4 C8+4 + 8 8 5 08 +4 04 +4 08+4 10 8 10 5 C10+4 C6+4 C6+4 12 10 10 5 80.000 x 80.000 84.000 90." 98.000 06+6 C4 +4 C6+4 10 8 8 5 GLASS TYPE NOT AVAILABLE 06 +6 C8+4 C6+4 12 8 10 © 5 6 C8 +6 C6+4 08+4 10 10 ©© 7 6 5 7 C8+6 C8+4 C8 +4 12 10 10 y NOTES: ( ) EXAMPLE 1 tt z 1. APPROVED ANCHOR TYPES: 1,1/4° ELCO TAPCON EXAMPLE 2 c 2,1/4° ELCO SS4 CRETE -FLEX SEE Si-T.15 6 a 3, #12 STEEL SCREW (05) u 2. CLUSTER QUANTITIES PERTAIN TO INTERLOCKS AND ® STRAIGHT AND CORNER ASTRAGALS. SEE SHEET 15 FOR ANCHOR SPACING REQUIREMENTS. 3. ALL 90 ° CORNER DOORS REQUIRE REINFORCEMENT IN = ® THE CORNER BASE STILES REGARDLESS OF DOOR WIDTH, HEIGHT, OR DESIGN PRESSURE TABLE USED 2.823" MIN. O.C. DISTANCE (MIN. 3 KSI CONCRETE)" .; 1x WOOD BUCK NOTE 2 1 3/4" MIN. E.D. NOTE 1 CONCRETE ANCHOR, NOTE 1 (MIN. 3 KSI CONCRETE) r; 1x WOOD BUCK NOTE 2 2.823" MIN O.C. DIST. EXTERIOR INTERIOR (ALL SECTIONS) 1/4" MAX. SHIM 1 3/4" MIN. E.D. TYP. NOTE 1 CONCRETE ANCHOR, NOTE 1 ALTERNATE 2 TRACK FRAME - 1/4' j SHIM MAX. 1/4" MAX. SCREEN SHIM FRAME NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR HEAD, SL HT517 SILL AND JAMB AND 1" FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN 2x WOOD THRU 19) MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS NOTE 2 (MIN. 1 3/8" EMBED.) OR 1/4' ELCO SS4 CRETE -FLEX (1 3/4" MIN. EMBED.). FLAT HEADS TO BE #12 TRIMFIT TYPE. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE 1 3/8' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS MIN. DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 17,18 AND 19 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE 1 3/8" TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK MIN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO 1/4° MAX. WHICH THE FASTNER IS EMBEDED. SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4° SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT HEADS MAY BE USED INSTEAD OF #12 STEEL (G5) SCREWS. SEE SHTS. 15 AND 18. 1° MIN. EDGE DISTANCE FOR WOOD FASTENERS. 2x WOOD NOTE 2 2x WOOD NOTE 2 WOOD ANCHOR, SEE NOTE 5 2 -TRACK FRAME HEAD INSTALLATIONS W/ SCREEN RAIL p.823" MIN 1 3/4" MIN. E.D., TYP. O.C. DIST. (MIN. 3 KSI CONCRETE)." 1 x WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ CONCRETE ANCHOR, NOTE 1 NOTE 1 (MIN. 3 KSI CONCRETE ); 'a 1x WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ 2.823" MIN O.C. DIST. 1/4° MAX. SHIM SCREEN FRAME 3 -TRACK FRAME HEAD INSTALLATIONS 1 3/8' MIN. 1 314' MIN. E.D. TYP. CONCRETE ANCHOR, NOTE 1 1NOTE 1 1 1/4° MAX. SHIM 1/4" MAX. SHIM WOOD ANCHOR NOTE 5 2x WOOD NOTE 2 1 3/8" MIN. SCREEN FRAME 4 -TRACK FRAME HEAD INSTALLATIONS WOOD ANCHOR NOTE 6 1/4" MAX. SHIM FROMM' REV1SPD p 4" as comPlInnit Building Cot nhisioa Perm) Op FJL 69A8T a G ADD ED. COL A!®BCREIALMTACHUENI NOTxriQH FA: Ctlis 100607 Rwiskra 11 CLARIFY NOTE 2 AND ANNOTATIONS FA: brew* F.K OPIr 6/18114 ND CHANGE 770S MEET Ofreebsillg J1 Ode 401590 107D TECHNOLOGY DONE NOCOMILL R.34201 P.O. eox 1628 N c1JA S FL S47T4 PST Ktdbly Bermr ANCHORAGE DETAILS, HEAD ALUM. SLIDING GLASS DOOR, IMPACT Brake 1/4 17 ++19 4406 -1 I I Lucas A Tamer, P.E. PE #58201 Mechanical 1 3/8" MIN. -1 WOOD ANCHOR NOTE 5, SHT. 17 1.908" MIN. O.C. DISTANCE 1/4" MAX. SHIM -+11 -- 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1, SHT. 17 2x WOOD NOTE 2, SHT. 17 NOTE t SHT. 17 1 3/4" MIN. E.D. TYP. ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 1 3/8" MIN. -+{ WOOD ANCHOR NOTE 5, SHT. 17 SCREEN FRAME 1/4" MAX. SHIM -'-1(- - 1x WOOD BUCK NOTE 2, SHT. 17 1.908" MIN. i• O.C. DISTANCE • t•:' I (MIN. 3 KSI "•''' CONCRETE) 1/4" SHIM MAX. ---11� ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ NOTE 1, SHT. 17. • 13/4 MIN. E.D. TYP. � 1.908 MIN. • O.C. DISTANCE i• 1 1/4' SHIM MAX. -- X11+ -- (MIN.3KSI ••• CONCRETE) • CONCRETE ANCHOR NOTE 1 SHT. 17 2x WOOD NOTE 2 SHT. 17 NOTE 1, SHT.17 3/4' MIN. E.D. TYP. ;.: 1.908" MIN. `; A.C. DISTANCE ' • (MIN. 3 KSI •`,, CONCRETE) 1/4" SHIM MAX. -►1 I+-- 2 -TRACK FRAME JAMB INSTALLATIONS WOOD ANCHOR NOTE 5, SHEET 17 SCREEN FRAME 1/4" SHIM MAX. --►1 -.— 3 -TRACK FRAME JAMB INSTALLATIONS 1 3/8' MIN. 2x WOOD NOTE 2 SHT. 17 WOOD ANCHOR NOTE 5, SHEET 17 SCREEN FRAME 1/4" SHIM MAX. --1 I►— 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ 1 3/8" MIN. 2x WOOD NOTE 2 SHT. 17 NOTE 1 SHT. 17 13/4' MIN. E.D. TYP. 1.908' MIN. O.0 '. DISTANCE ! (MIN. 3 KSI • ,.CONCRETE) 1/4" SHIM MAX. --►11 -- 4 -TRACK FRAME JAMB INSTALLATIONS INTERIOR (ALL SECTIONS) EXTERIOR PRODUCC REVISED i3uung code Iw>nriymgwith Ft "° °�— °rt( °`f Expliradan BY Mizell Dodo rduU Caut+ai~ Division Nusdap FJC paw 0107 Maxine 0 aaerme N A00 ON.e0. TO COM ANCHORAGE DEMO aSCREEvATIA(0a/ENTNOTE Food BF FX alsm cxARIFYAM. NOTATIONS FJC bae6F FJC. Orso Aft 8/18/14 AbkMC NO MANGE THIS SHEET Jd DIM 498 1070 TEClNOYOOYVANE NOKOM IS,R. 84278 P.O. BOX 1629 NOPX 00 FL 84474 Pc �T V/sAfr getter ANCHORAGE DETAILS, JAMB ALUM. SLIDING GLASS DOOR IMPACT sarsabrat 000730 1/4 ee.e 18 d 19 m*a,s 441 3 /r /'r Lucas A. Tamar, P.E PE 468201 Mechanical WOOD ANCHOR, NOTE 5, SHT 17 WOOD ANCHOR, NOTE 5, SHT 17 SCREEN FRAME 1 3/8' MIN. 1/4" MAX. NOTE 1 NOTE 1 1/4' MAX. NOTE 1 SCREEN FRAME CONCRETE ANCHOR, NOTE 1, SHT. 17 2x WOOD NOTE 2, SHT. 17 2x WOOD NOTE 2, SHT. 17 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 1/4" MAX. NOTE 1 WOOD ANCHOR, NOTE 5, SHT 17 1 3/8" MIN. NOTE 1, SHT. 17 (3 KSI MIN. CBNC12.E7E) SEE NOTE 2 4 -TRACK FRAME SILL INSTALLATIONS 1/4' MAX. NOTE 11 1 (3 KSI MIN..CbNCRETEj 1 3/4° MIN. E.D. TYP. CONCRETE ANCHOR, NOTE 1, SHT. 17 NOTE: ANCHORS ARE STAGGERED 1' MIN. AT P-HOOK ANCHOR EMBEDMENT AT P-HOOK 114" TAPCON -1 318" MIN. 3 KSI MIN. CONCRETE 1/4" CRETE -FLEX -1 3/4" MIN. 1x WOOD BUCK NOTE 2, SHT. 17 NOTE NOTE ABOVE ABOVE 3/8' MIN. CONCRETE :.. t : ?• ' " CONCRETE ANCHOR, ' - Y :j i?: ANCHOR, NOTE 1, ari4 1" NOTE 1, E.D. S .17 NOTE ABOVE 3/8" MIN. INTERIOR (AU. P -HOOK SECTIONS) EXTERIOR CONCRETE ANCHOR, NOTE 1,SHT.17 2x WOOD NOTE 2 SHT. 17 NOTE 1, I y; SHT. 17 I r b ,:; it (3 KSI MIN. CONCFETE) " NOTE 2 1 1 3/4" MIN. E.D. TYP. NOTE 2 3 -TRACK FRAME SILL INSTALLATIONS EXTERIOR INTERIOR (ALL SILL SECTIONS) WOOD T ANCHOR, T NOTE 5, SHT. 17 TYPICAL POCKET P -HOOK INSTALLATIONS NOTE: 2x WOOD NOTE 2 SHT. 17 1/4" MAX. NOTE 1 114" MAX. 13/4' MIN. E.D� TYP. SHT. 17 2 -TRACK FRAME SILL INSTALLATIONS WOOD ANCHOR NOTE 5, SHT. 17 1 3/8" MIN. 2x WOOD NOTE 2, SHT. 17 CONCRETE ANCHOR, NOTE 1, SHT. 17 NOTE 1, SHT.17 NOTE 1 (3 KSI MIN. CONC) ';:;. :�.I' : {: * • " t 1 3/4" MIN. E.D. TYP. — —I NOTE 2 ORIGINAL 2 -TRACK FRAME SILL INSTALLATIONS 1. IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3000 PSI MIN., (DONE BY OTHERS) 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, 305 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2.1.947 MINIMUM ON CENTER DISTANCE comp11Y with the WOW Accopholvo No ExPingion, 128° - wr ,,7 By lta Product Otani DiVISiOn FA ILI° Y11107 0 ADO MA ED. 70 CONCRETE ANCH RAtEDETA & Aoaeep FA DM° fWf&V7 e"ems NDtZOINiE DES EET FA nrectele Der Os* &54 Floats csrimeg sL NOCH4N0Efl0SHEET as 4 %808 1070 lECIiWLOOYDRIVE NOKOMB FL MTh P.O. BQX 1879 NOKOMIS. FL SW4 VW, Better ANCHORAGE DETAILS, SILL & POCKET P -HOOK ALUM. SLIDING GLASS DOOR, IMPACT SOD730 ear I SAW 1/4 19 " 19 4406-1 I 1 Lams A. Turner, P.E. PE 968201 Mechanical