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1096 NE 97 St (5)APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY I, .e o, ' 2. 4 c NQro ) hereby apply for a certificate to re- occupy the single family residence known as : (address) /0 9 6 )1& 9 7 31/e2 , Miami Shores, Florida. Legal Description: Lot: Block Applican Inspected b Comments: / P/ 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 the condition of the dwelling or other structures on such property. C ,e Print N.s• - �� / c.a. L c IC. * * * * * * * ** * * * * * *_ * ** ************************** * * * ** * * * * * * * * * * * * * * * * * * *: = : * * ** For purposes of conducting the inspection required by Section 902 of the vfiami Shores Land Development and Zoning Code, please contact: Contact Name: CS7 4 a D n 2 -`.-/e a Telephone: 2S-4/4-15197 30 Buyer Seller Realtor ompany Name ,/L/l RecLip Application Fee (550) paid: Cash Check No. Approved Denied Date 0I PAGE . OF 2 sA/3/ PB & PG: 7 > Date d1/23X/ CER 1 Lt. 1C ATE OF RE-OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has bee inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. THIS CERLWICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND li TERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE2OF2 MIAMI SHORES VILLAGE, FLORIDA Date of Certificatici J / . ll C 91 0 44S , ( 44 v 4-3 14 eff M 4 110*G4 . it. e/4) c.A. ;Do lt sioehlei z 3' )-1 siJ P s,r4 t51 354.63 ; �L 1 , !pi ! iA4l■ PG7T . R- es s TA ev:,C . MI� BUILDING CODE COMPLIANCE OFFICE BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLSit STREET, SUITE 1603 • MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 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 AID (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 ABJ may immediately r evoke, modify, or suspend the use of such product or material within their jurisdiction. BORA eves 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 "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112. titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.B., 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 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 iauduct, for sales, advertising or any other purpoacs 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 bon 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 [102-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 Expiration Date: May 20, 2007 _ Apprnval Tate: April Olt, 2004 Pagel p aft 1 060 ez Ft. B" HL2 81062W 62899 weep Lc screws . end of vet _ • rail 7826 -187 8.9 OR 99 — 49 ALUMAX INDAtEX VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AF- 1.2230 AF— 4571 PGT.214,XX 63 —T5 :12225 2 rIS —T54 4054A 1 i GID )83 —T5 )63 -T5 -T5 2 i. - ■ T STR —11 ' t — :1 4 0 mid • • n o vent laF ;far out -I' c _ n I TEAM PLASTICS MERCHANTS FASTENER ( SEAL GTHEN ;ORNERS. PACING. ENT: NO SHUTTERS REO'D. ;: FTL -1959 & FTL - 3740 :070 TECHNOLOGY MK NOKOWS, FT. 34275 P.0. 80x 1529 KNOWS. FL 34274 , . 0, 1 8 IN IllitiME0111111111.1111111.111 Korn W • : 'era . S E, Fn 1 F.K. Rime RA F HS. .090, ROW OF FASTENERS LOCATED AS FOLLOWS d T SHHT 55. WNW =Whet Relit ORNERS. • N EACH SIDE OF MEETING RAIL CENTERLINE. ~�� -• IN, •l,•x G. rye 12 29/03 1181 29 GLASS 7 23/03 F 'IN1 V /1fi1 26 Rawl . 4/03 E— 2,3,6 ADO 129 -132 F K 6/02 /5 NOTE 1 Drawn 0.8, 16/98 one**. ELEVATION & R.O.M. (LG. MISSILE1 ALUMINUM HORIZONTAL SLIDING WINDOW HS -710 NTS 1 1 6 -1 sn+.0„„.t sw►.: sn»t: k+9 4112 N. G a b. MI� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION t IIA14II -DADE COUNTY, FLORIDA ME RO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16198, with revisions 12/291/03 signed sealed by Robert L. Clark, P.F., 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 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 comsideied 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 pauduct, for salts, 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 # 02-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03. 0612.06 1 phatlon Date: May 20, 2007 _ Appmval Date: April 011. 2004 Page 1 WINDOW WIDTHS 26.500 37.000 44.000 2 60:000 ifs 111 - 7 .0 60. .4 -65.5 -6'.8 - 3. .6 56. 43.0 4. 39.1 :, 1 -43.0 -39.1 66. - 66.7 -75.0 -75.0 .1 -5 .0 66.7 -75.0 667 66. -75.0 -75.0 -75.0 86.7 66.7 68.7 J WAILED/ 68.7 68.7 65.5 -75.0 66.7 5. -75.0 - 66.7 -75.0 -75.0 -75.0 -75.0 44.3 -76.0 -54.2 43.7 63.000 r. _ 68.000 66.7 0. 6 26.000 66.7 - 38.375 44.000 66.7 66.7 66. 66.7 50.625 59.000 60.000 61.000 62.000 - 5.0 62. .i 54.; - .8 58.9 -58.9 51.7 -61.7 56 8 -58.( 49.0 -49.0 53.7 -53.7 46.3 -46.3 40 ENGHTENED, .090 PVB, 1/8 "ANNEALED -75.0 - 74.0 - 53. - 4 .7 -44.3 42.2 -422 41. .4 -40.4 39 5 -39.5 38. 38.3 -38.3 37.4 -37.4 3 - 41.3 40.5 -40.5 7 38.8 -36.8 36.1 - 38.7 6 ;. 66.7 66.7 52.7 43.2 40.0 37.9 0 74. 66. B. POSITIVE DESIGN LOADS ASTM E 1300 -98 (AND NOTES; A. NEGATIVE DESIGN LOADS ASTM E 1300 -98 (AND - 75.0 58. COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 & FTL -3740 B. 5/18" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB,1/8 "HEAT STRENGTHENED DOW WIN 60.000 66.000 66.7 66.7 68.7 86.7 68.7 66.7 -75.0 - 75.0 - 75.0 -75.0 -75.0 -75.0 66.7 -75.0 66.7 -75.0 66.7 :75.0 66.7 66.7 66.7 68.7 66.7 66.7 66 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 - 75.0 -75.0 -75.0 - 75.0 - 75.0 66.7 -75.0 63.7 -75.0 66.7 - 75.0 68.7 -75.0 66.7 -75.0 66.7 , -75.0 66.7 -75.0 2 68.7 - 75.0 66.7 66.7 66.7 -75.0 66.7 - 75.0 68.7 66.7 -75.0 66.7 -75.0 66.7 7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 0 WIDTHS 26.500 37.000 44.000 53.125 66.7 66.7 66.7 .7 66.7 -75.0 -75.0 -75.0 - 75.0 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 3.00 66.7 ' -75. 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 63.000 .7 - 75.0 66.7 - 75.0 66. 66.7 - 75.0 66.7 - 75.0 88.7 70.000 74 00 66.7 -75.0 66.7 -75.0 66.7 -75.0 -75.0 -75.0 - 75.0 66.7 66.7 68.7 66.7 -75.0 68.7 66.7 -75.0 66.7 -74.8 ' 66.7 -73.5 66.7 -75,0 • 66.7 -76.0 - 75.0 -74.9 66.7 -72.2 66.7 66.7 66.7 -76.0 -75.0 -73.5 -70.9 66.7 .7 66.7 66.7 -75.0 -75.0 -72.3 -69.6 BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 37. -37.4 36. I � L. dark P.E. PE 039712 sx,ce,ra1 36.1 -38.1 1070 TECHNOLOGY ORIVE NOKOW5. FL 3427t P.O. Box 1529 N011011IS, FL 34274 Novi /Pp Resfol F1r anron By: D.B. 11 5.5 s •risok d: HS -710 -35.5 Oats: RwiNbeH: 29/031F-UPDATE TABLES 12 723/03 T;ai3'ci 4/4/03 976/02 P7 6/9 8 Oaorlpuo,: GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW NTS L -3740 0 -75.0 - 75.0 -74.0 - 52.7 -4 .2 IL -40.0 -37.9 -36.1 34.8 -34.8 &WD 15/15' WAXES R 4SE0 TABLES • - z t:i Shoot Crowing N. 2 " 6 j 4112 G OUTSIDE 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM © OR DUPONT PVB INTER LAYER 1/8" ANNEALED OR - HEAT STRENGTHENED GLASS 3/8" MR SPACE 1/8" HEAT STRENGTHS - GLA F 0 5/16" LAMINATED -�► 13/16 NOM. w •• 1 GLAZING DL",T TLS: 13/16" ( ,5) I.G, REFERENCE TEST REPORTS: FTL -1969 & FTL-3740 1/2' _ GLASS BITE TYP. INSIDE ® /2 , GLASS BITE INSIDE OUTSIDE ts r5 - III 1/8" ANNEALED GLASS 2 .090 INNER. LAYER (DUPONT W /BumCITE OR SAFLEX /KEEPSAFE MAXIMUM) Wi L. 0464 P.E. PE 039712 Studutal 1/8' ANNEALED GLASS IN 1070 TECHNOLOGY DONE NOKOMIS, R 34275 P.O. BOX 1529 NOKOMIS, fL 34274 paw w: 0.8. HS -710 6/98 ® , /2 . OUTSIDE © NO INSIDE 5 III 1/8' HEAT ..] STRENGTHENED GLASS - 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS: 5/16" (350) LAMINATED GLASS Mo C-ANIE1113128 aas > F.K. F.K. V23/03 F-nor 17 SGK£ Rood Ely: F '. 4/03 (-ADO 13/18" I.C. /02 Mr GLASS TYPE SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW Scala I Shad: NTS 3 a 6 .090 INNER LAYER SA (DUPONT EX /KEEPSAFE MAXIMUM) Droving 4112 twr ALUMINUM HORIZONTAL SLIDING WINDOW SwiN/ alog: Sixths: gm.: Awing No. - art: H$ -710 NTS 4 0, 6 4112 G APPROVED W000 BUCK (SEE NOTE 4.) .•.• .• • .. ,... . • • .• •" - &3/16" TAPCON (SEE NOTE 1) • TYPICAL HEAD' SECTION SUBSTRATE ANCHORING 6= \3/16" TAPCON (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE AN CRINQ 1 1 1/4" MIN. e 'L 1/4" MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING 112 WOOD SCREW APPROVED 2x W000 BUCK (SEE NOTE 3.) #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING 1 1/4' MIN. 1/4" MAX. SHIM &3/16' TAPCON (SEE NOTE 1) ( Rabid L. Clock P,E. PE 939712 toward NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL --1989 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. r M APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1070 TECHNOLOGY DONE NOKOMI5, FL 34275 P.O. BOX 1529 NOKO IS, FL 3427' 1 1/4" MN. 1/4" MAX. SHIM F.K. 2 9 Prow !br O.B. nna #12 WOOD SCREW 03 7 23/03 4 4/03 6/02 P76/98 ANCHORAGE APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING G-0C . !C W2W & 11 Xi' F- 14aelf wow E -NO CMG THIS SHT R FAZ NOTES 3&4 1 1/4" MIN. ALUMINUM HORIZONTAL SLIDING WINDOW 501**A d•t Scale: - Shoot 'Droving Ma aws HS -710 NTS 5 el 6 4112 G 2.784 L 1.187 —el .062 -- 1 �-- .705 .062 - 0-1 I-0--- .737 Q FLANGE FRAME JAMB 6063 —T5 ALUM. g- i s f .678 .050 -- ® 5/16" GLAZING BEAD 6063 —T5 ALUM. 2.074 O FRAME SILL ADAPTER 6063 —T5 ALUM. 1.349 REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1.187 T 1 . .062 1.403 O FIXED MEETING RAIL 6063HS —T54 ALUM. .062 --��3 .688 - +1 Nom- 1 ® WIND LOAD ADAPTER 6063 —T5 ALUM. — .os2 179 1.183 Ci SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1.373 / G 64 f Robor. L pads P.E. FE 034712 1wetural Q SASH MEETING RAIL 6063HS —T54 ALUM. .062 1.273 FLANGE FRAME HEAD 6063—T5 ALUM. .683 . o 1 .097 13/16" GLAZING BEAD 6063 —T5 ALUM. 1070 TECHNOLOGY DRIVE NOKO MIS. f1 34275 P.O. 80X 1520 NOKOMIS. ft 34274 TAM: L 1.122 F.K. 11/2/01 .062 1 -41--et , 1_,291 1.970 ® SASH SIDE RAIL 6063 —T5 ALUM. 2.710 — el ®FLANGE FRAME SILL 6063 —T5 ALUM. MONCTRRMED Muitant •• r • 4 EXTRUSION PROFILES 1.349 .062 2.094 ALUMINUM HORIZONTAL SLIDING WINDOW ser4. /Mader Seas: shoot, crowing rig. a.r HS -710 NTS 6 0< 6 4112 G MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 A1-1J (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door wI Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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, thcn 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 & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02- 0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 ax3.50. 2 POINT LOCK OP11ON 39.500 Roved Rayse BY F.K. Reved F.K. Drown 8Y D.8. 125 MAX. 3/8 MAX AYUGHT IPE11tNG - 4.000 000 IRENGTHEJ ED :7TNENED 1 1 8.000 1 21.000 MAX 13.250 Not L0t:. TYPICAL 21.000 �X. 13.250 HMGE LOC. 6.000 TYPICAL 1 1 8.500 47.875 HINGE LOC. TYPICAL 96 MAX. 85 1/8 MAX taAYUGHT OPENING TYP. 6.500 AELCILERS ARE TYP. tN HEAD & SILL Robert L Clark, P.E. PE #39712 Structural 38.125 WAX. .33 3/8 1.1AX. A OAYUGHT OPENING MAX 4.000 4.000 1070 TECHNOLOGY ORNE NCK01MIS, FL 3-4275 P.O. BOX 1529 NCKOIAIS, FL 34274 4.000 --- 4.000 -- ovoart>t�r: ELEVATIONS OXXO & OX0 r%: ALUMINUM FRENCH DOOR W Drav»p Na 9 72 FD -101 oxo 37.500 MAX. 13.50 13.50 RlAX. IdAX. 8.500 25' MAX. DAYUGHT OPENING N TS Sheet 1 a 8 33 3/8 MAX. DAYLIGHT OPENING 4. 4.000 4.000 38.125 WAX. 4.000 8.000 21.000 MAX. 21.000 11AX. 8.000 PRODUCT LUMEWW as eoQsMns wiell die Met& A0:44pesscle No E�$rsdoa boat ' a..+` '(3 1 rltd e* SIDELITES raw D M1AMIDAI�E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 S(roPE: This NOA is beingissued 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Rencwal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thcn 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 & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, 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 - .2903 NOA No 02- 0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 98 MAX. 85 1 LIAR. ELAYUGHT OPENING TYP. 8.500 38,125 MAX. - 33 3/8 MAX. & OPENING - OPEFUNG W 4.000 4.000 4.000 -- 4.000 -- 25" MAX. DAYLIGHT - OPENING ACTIVE i / 3 13.50 IAAX. 4 .000 OXXO 71.750 MAX. OPTION ,� 13.50 Y 4X. r 4.000 - --:s -- \ 1 l '4.000 -^ \ 1 1 N. 4.000 -..- 7 LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/87 LAMIMTED (3/16" HEAT STRENGTHENED, OPT.ON 2 - .402 (3/87 LAMINATED (3/16' HEAT STRENGTHENED, OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 OP770N 4 - 7/16" LAMINATED (3/16 HEAT STRENGTHENED, .090 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) .3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT. FTL -2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL 25" MAX. ■ --- DAYLIGHT -- OPENING Four 1/4" Topcons or 5 #14 Screws at ttila Location. Top & Bottom. CORNER SEMI. Reid 38.125 MAX. 33 3/8 MAX & DAYLIGHT OPENING 13.50 MAX. 4.000 4.000 4.000 4.000 .090 INNER MYER, 1/8" ANNEALED .090 INNER LAYER, 1/8" HEAT STRENG7HaJED INNER LAYER, 3/16' ANNEALED INNER LAYER, 3/16' HEAT STRENGTHENED 1 1 6.000 13.250 NUE w;. TYPICAL 1 21.000 MAX 21.000 MAX. I I I 13.250 HINGE LOC. 6.000 TYPICAL 47.875 HINGE LOC. TYPICAL 98 MAX. 85 1/8 LIAR QAYUGHT OPENING TYP. 6.500 ANCHORS ARE 1W. 1N HEAD & StU Rotwrt L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NCI<OLHS, FL 34275 P.O. BOX 1529 NOKOMIS, F7. 34274 38.125 MAX. 33 3/8 WX. & DAYLGHT OPENING 2 POINT LOCK OPTION \� rti 39.500 _173.50 ▪ ' 4.000 4.000 4.000 - -- 4.000 Bawd Br F.K, Revad F. K. Rev K. 6r F. Orovn 8y. D.B. 170e: 13.50 ILAX. aotr: 7/03 Dote: /9/02 8/20/01 7/12/99 0X0 37.500 MAX. 25" MAX. DAYLIGHT OPENING Revisions: 0 -ADD D.O. DIM. S 4.000 4.000 4.000 4.000 C .n 7/16 CAS c t TAMS Rasialona B -PER LLI!LH 8117/01 Oeocr@boo: ELEVATIONS OXXO & 0X0 36.123 W.X. 33 3/8 MAX. DAYLIGHT OPENING ! I 1' 13.50 1 21.000 MAX. 21.000 MAX. 6.000 1 6.500 ?ADDUCT RIXEW as complying grid ft.e Melds nix L C> 2 y Doti r 3,zaaS ham,- bids hviet Omani D9r!<600 ALUMINUM FRENCH DOOR W/. SIDELITES Sertea/model: I Scdx Shalt Drovcn2 No. Per. FD -101 1 NTS 1 of 8 972 0 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 nner Layer, 3 Heat Strengthened Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 1 83.750 1 87.750 1 91.750 95.750 _ I O X O I 1 22.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 I O X X0 I 2 22.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75 0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 33.000 -75.0 -75.0 -75 0 -75.0 -75.0 71.750 75.0 . 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -750 -75.0 -75.0 -63.1 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 ' 3/16" Heat Strengthened, .090 Inner, 3/16" Annealed Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 83.750 87.750 91.750 95.750 O X 0 1 22.000 37,500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 74.7 72.6 1 36.125 37.500 -70.0 -67.9 -65.7 -63.1 -60.4 70.0 67.9 65.7 63.1 60.4 1 O X X 0 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 74.7 72.6 2 36.125 71.750' -70.0 -67.9 -65.7 -63.1 -60.4 , 70.0 67.9 65.7 63.1 60.4 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Stren t�hened, .090 nner La -r, 1/8" Annealed Qty. of Sidelite Max. Door Heights Stabs Width Widths 79.750 83.750 87.750 91.750 95.750 O X O 1 1 1 1 2 2 22.000 28.000 30.000 33.000 36.125 22.000 2 28.000 30.000 33.000 36.125 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 -75.0 75.0 -74.7 74.7 -64.7 64.7 -55.4 55.4 -48.9 48.9 -75.0 75.0 -74.7 74.7 -64.7 64.7 -55.4 55.4 -48.9 48.9 -75.0 75.0 -73.2 73.2 -63.2 63.2 -53,5 53.5 -47.5 47.5 -75.0 75.0 -73.2 73.2 -63.2 63.2 -53.5 53.5 -47.5 47.5 -72 5 72.5 -70 8 70.8 -61 0 61.0 -51 6 51.6 -45 4 45.4 -72 5 72.5 -70 8 70.8 -61 0 61.0 -51 6 51.6 -45 4 45.4 -70.2 70.2 -68.5 68.5 -59.0 59.0 -50.1 50.1 -43.4 43.4 -70.2 70.2 -68.5 68.5 -59.0 59.0 -50.1 50.1 -43.4 43.4 -68.8 68.8 -67.1 67.1 -58.2 58.2 -48.9 48.9 -41.8 41.8 -68.8 68.8 -67.1 67.1 -58.2 58.2 -48.9 48.9 -41.8 41.8 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Heat Strengthened O X 0 0 X X 0 Qty. of Slabs 1 1 1 1 1 2 2 2 2 Sidelite Width 22.000 28.000 ✓0.000 33.000 36.125 22.000 28.000 30.000 x.000 36.125 Max. Door Heights Widths 79.750 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 83.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 87.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 91.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 95.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASR4 E 1300 -93. 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AST11 E 1300 -93. 3. GENERAL 0/0 - DAYLIGHT OPENING 0/0 HEIGHT = DOOR HEIGHT - 10.875" D/0 WIDTH SIDEUTE = SIDELITE WIDTH - 2.750" 0/0 WIDTH PANEL - PANEL WIDTH - 12.500' Robert L. Clark, P.E. PE 139712 Structural 1070 TECHNOLOGY DRIVE NCKOMIS. FL 34275 P.O. BOX 1529 NOKOLBS, FL 34274 R.vsd e7- F,K. Rov.Q By. F.K. R.vJd Br- F.K. Oren r: er D.8. Dot.: 1 /103 Date /9/02 8/20/01 7 * Sane / odsi: I Scars: FD -101 i NTS Rerf.fors: 0 - W O MIS & / & 1 E 3 Rsr4dans: C -NEW DESe1 was B-PER LETTER 8/17/01 2 a 8 PRODUCT Rlli tteaDtfk[ *ids llteF7odda VelekacCods dOwevaate 24 • C 1 3� Mtvacii • Crowing No. 9 72 aescrVion: DESIGN PRESSURE TABLES, OXXO & OXO ALUMINUM FRENCH DOOR W/. SIDELITES Rev: D DOOR IF 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) • 3/18" HEAT STRENGTHENED DOOR IF 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED .437 GLAZING OPTION 1 .402 (3/8 ") LAMINATED SIDELITE$ SI DELI TES GLAZING OPTION 4 7/16" LAMINATEQ 3/18' HEAT STRENGTHENED 3/18 HEAT STRENGTHENED .090 INNER LA'ER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 1/8' ANNEALED r 1/8' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16' HEAT STRENGTHENED e i'IH .437 REFERENCE TEST REPORT: FTL -2067 DOOR SID£LITE$ GLAZING OPTION 2 .402 (3/8 ") LAMINATED Robert L Clark, P.E. PE #39712 Structural 3/15" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8' HEAT STRENGTHENED NOTE: INNEI? LAYER MAY BE DUPONT BUTACITE P/B OR SAFLEX/KEEPSAFE MAXIMUM. 1070 TECHNOLOGY DR WE NCKOMIS, FL 34275 P.O. BOX 1529 NCKOMIS, FL 34274 DrwnEy: D.B. rte: DOOR —4F 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16' ANNEALED Oat*: 1/17/03 Dote, 9/9/02 Dec 8/20/01 /12/99 GLAZING DETAILS GLAZING OPTION 3 .7/16" LAMINATED Ate.$/ona: 0 -NO CHC TNJS Stir C 7/16 GLASS RrasJon B —PER LETTER 8/17/01 3/16 HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16' ANNEALED SIOELITEE Cdvinkra .437 PRODUCT RENEWED danc ed . r�. sass Malfftsce Pie Espirailm bite 2• • 27./3 3 Nasal WU ALUMINUM FRENCH DOOR W/ SIDELITES se,d,h wet. Scale: Eta4t: (rowing Na R er FD - 1o1 NTS 3 a 8 972 6 • EXTERIOR OPOONO cAnrcHr WAX U4 INTERIOR EXTERIOR INTERIOR HORIZONTAL SECTION OXXQ HORIZONTAL SECTION OXO REFERENCE TEST REPORT: FTL -2067 68.264 71.750 OUTSWING OUTSWINQ 2 OPEMNG SEE SHEET 3 FOR ANCHORS Robert L. Cbrk, P.E. PE /39712 Strmctura! --� t -- .830 VERTICAL S£CT1ON TNRU 000R ROUGH OPENING SEE SHEET 3 FOR ANCHORS 4.000 96.000 i�� �l 1 85" wnIT DPCNW0 MAX 4.000 OUTSWING 1070 TECHNOLOGY DRIVE NCi(OUS, FL 34275 P.O. BOX 1529 NCXOMIS, FL .34274 Revad Bj: note: F.K. 1/17/03 Raved I:0 Dote•. F.K. 9/9J02 R+vae By: Ie: F.K. 3/20/01 Drown By: O.B. 7/1 Descrtillon: SEC TIONS True: SEE SHEET 3 FOR ANCHORS 1.489 ROUGH OP NING 4.586 Reverts : D —NO CHG THIS SHT RIMetcerx C — NO CHG THIS SHT Ro+:aiona: PER LETTER 8/17/01 SIDELITE 3.100 t-- 3.000 —...N- T ROUGH -- 3.100 1 ENING .250 Max. Shire TrP. 1.479 5.459 85 1/8 DAY XM OPEMIO Snit V£OTk•.4L S£CTt0k TiIRU S1D£UTfS 750 E as somakiss r tfeFbrids AeTtetssen Eagrzflos Dtit 2th 27./3 wo 2 Mosel Dbithee ALUMINUM FRENCH DOOR W/. SIDELITES Settee/1444W: Sale: Sheet: T Droving No. Rev: FD -1o1 NTS 4 8 972 D 4 1.250x.187 F1 a`T W — . HO. PHIL. FLT. ND. PP•'T 35 4 1 S 1 S /:LftE C 3 JAtif3 36 I SJDEUTE HEADER 62899C 60.381 60414 GSM 32 DEAD - : • T OCK 7. TP • Q1 Q DOW CORNING ALUMAX ALUMAX ALUMA 1 `1 ?21 :s •, 91 .I 1 ALU 38 1.402 Laminated 187 HS/.125 Mneo(ed w PPG. LOF 'Dupont Butou7e or Saflex /Keepsafe Maximum Inner Layer) 39 I SEAM SEALER 6SM55W SCHNE1/J0REHE`AD 40 0A JAM3 AQAPTE'R (RE1NFORCEM YT) 61 • 1 ALY(lt<lAX IN _ • • • I1ON 7' :, . SU .s AN ._ ZI . re . mino • . • w PPG. LOF arm! DESCRIPTION V.T. VENDOR Q . v£ NpoR 1 Ir j e- 9 .p -7 •. 60 UMAX 4 2 AF—t• 7 • ��[.� ' •_ Q. -1. 646, 7 - T510111a9. MUS �o - • • tE m'L.• : :.7G:f• aiyut :�zr 1 f:�Ikla. • /s- I AF- f • 377 Q• �.� 7 . ��� t 6 .� * T e L COR Ell01 - 1 - 11 .. � 't �� :Jn�i/� �IlIIalL� / /�� IILIfkilIVAion �... .f•:aOtir '62 ' 6•-1 R �tEI1_ . •i a. • • : h • • 61069 �[•� rAraf it :ll T.l�:l.. •�•�;i(�[y.ili�,*a r i:7GTaQ��> ICI AF— 1 7 ! rvss «om • Q. 6063— • 6 W . s[3•l�fJJI ALUMAX El ©1 _*3�Ii�►FZ; ® 16x 1 16 TRUSS ER E, _ I_z_� 1 apren 11► m- ti •' - •7F PGT INDIJ$TRIES 417 W IE CAMCORP rfl t 7Gu. 1(7/F : HD. '11 f Wf 71034 !L'1 � fSn /i10::•%1 1 . *I1:'1 > tl!T.i' YI,-7I LYI4JhL�Q ©� *'�E'���Q�l' - A it IIIII fe? _ liril;ifLejI L • •'91 /.711♦t�it111 I.aIr•?' ��.�W :�a1t�:1•J i:11 ____.�i' 1151 MMi i?lSIMilf01 i 2, 10x 1 I =11We l! ElkaTir• a ail ���i•'�1 •la�`7!•71C •JfiXiiT; QtEMIIII MELITRIWa "1•S =t3ll QM* 3 1: x - d• I, 01M. til 11!M1fl- iixl1`••r�Jn�El'llrty] �L Nl 3 R 3 T ■ • - tl;.;t1 117 I�7GJn1♦�1(Cy1 k . . •:��ief>i 7 7iI:/iii:71•13F�1 4L/ • 7 200 1.0 • !N . • ••• CN __ L CORP Q01 0200X190 �7= i!!r1I��'1 l.' [:• tf •:•.1111W.:I!- VIVIIWuAIIIIIIitf)1 r . .r i• �• . • •� Q :747111111.1 1ft FDJFTAY 3 16 ti$ c4 37!6" Annealed w7 PPG. LOF •r $�f.x /Kee• -•( Maxlmtrm Inner � oY8r7 3 16 H$ & 3 16 ► w PPG LoF 'Dupont :utocJte • : or S. le Xeepsa a Maximum Inner Layer NOTES 1. OTY'S IN BRACKETS ARE FOR OX0 CONFIGURATICe4 2. REFEREACE It..51 REPORT: FTL -2067 1070 TECHNOLOGY DRIVE NCKOMIS. FL 34275 P.O. BOX 1529 N CKOi.US, FL 34274 Re`tatov: D —NO CHG THIS SHE RevlsJOne: C -ADD 7/16L GLASS AF -10381 AF -10414 S,175504 AF -11641 Drorn By D.B. De.crf: BILL OF MATERIALS PRODUCT RENEWS® AI coo plykkg with t?• Ftoftis Bidden Cade EsFiras$as > F 4 /1%7' ' 2008 it . u €L ALUMINUM FRENCH DOOR W/ SIDELITES ier'es /tiodek ;Stets: S?:eet. Drars Na Rer FD -101 I NTS 5 8 972 D 4.000 DOOR PANEL HEAD & SILL 1 6063 -T5 ALUM. .050 2.125 Co 1.620 .250J L 5 O WEATHER STRIP CHANNEL 6063 -T5 ALUM. .125 1 8 HINGE EXTRUSION 6063 -T5 ALUM. 4.100 1.750 2 O D00R PANEL JAMB 6063 -T5 ALUM. .125 1.500 .750 I— TRUSS CLAMP 1 6063 -T5 ALUM. 4.100 1.750 DOOR PANEL 3 INTERIOR ASTRAGAL 6063 -T5 ALUM. FRAME HEAD 6063 -T5 ALUM. 4.675 4.675 abort L 'Clark, P.E. PE #39712 Structural 1.750 1070 TECHNOLOGY DRIVE NCXCOWS, FL 34275 P.O. BOX 1529 14CKONIS, FL 34274 DOOR PANEL, 4 EXTERIOR ASTRAGAL 606.3-T5 ALUM. 3.000 O OUTSWING THRESHOLD 6053 -T5 ALUM. F.K. A.vad F.K. F.K. : EXTRUSIONS PROFILES, DOORS nve: ALUMINUM FRENCH DOOR W/ SIDELITES FD -101 4.100 Cat. 1/17/03 9/9/02 9/ 9/02 1.489 3.000 Raririors: -NO CHG THIS SM Kivtiont C -NEW SHT Sco$o: Sheet: NTS 6 d 8 1.480 —.0,50 rc O FRAME JAMB 6063 -T5 ALUM. -gr boliWt Cads gqindca z •l3 r r Drawig Na. Row. 9 72 D 4.586 3O SIDEUTE BOTTOM RAIL 7 6063 —T5 ALUM. .830 t— .050 2.980 SIDELITE JAMB ADAPTER 40 6063 —T5 ALUM. 3 SIDEUTE HEADER 6063 —T5 ALUM. Robert L Clark, P.E. PE 139712 Structural 1070 TECHYOLOGY DRIVE NOKOMIS, fl 34275 P.O. BOX 1529 NOKOMIS. FL .34274 Raved Br Dots: F.K. 1/17/03 Rsvx! Hr Dote: F. K. 9/9/02 Oro+m By; Ms: F. K. 9/9/02 Pitta: .062 1.578 .890 3O SIDEUTE JAMB 5 6063 —T5 ALUM. Raisons: C —NEW S! 3.000 Ra+htorn: —N0 CHG THIS SHT PaoDU TDan=es comiti*Et with Oat notio. Baid lag Cod NtePtiaol -1 h d C HOsf Compi ttMibo Deecri�tipn: EXTRUSIONS PROFILES, SIDELITES ALUMINUM FRENCH DOOR W/. SIDELITES Ssrte Sc. * SSaeL DrcNning No. Rsv: FD — io1 NTS 7 a 8 972 8 1 1.500 1x WOOD BUCK (SEE NOTE 3) /14 PANHFi1D 1/4" TAPCON (SEr NOTE 1 ) TYP. HEAD .250 MAX. • •t o• • r• —1 1.500 TYP. JAMB 1 4' TAPCON (SEE NOTE 1) ,►` 4 • 1. � LHN. .4 :` 4 � } • • • TYP. SILL MIN. TYP. SILL .250 2• tst?OD BUCK ,(SEE NOTE 2) 2x WOOD BC'Clf (SEE NOTE 2) 1/4 TAPCON (SEE NOTE 1) /14 FLATHEAD TYP. HEAD TYP. JAMB /SIDELITE ---{ 1.500 a 4 4 • .. MIN. • 1. 4_. •250 lx W000 B 3) K MO. (SEE NOTE TYP. JAMB t /12 FLATHEAD LAMB SPACING (SEE NOTE 3 ON SHEET 1) REFERENCE TEST REPORT: FTL -2067 .250 LIAX. Ld 1x WOOD (SEE NOTE 3 E-,bsrt L Clark. P.E. •PE }34712 Structurol 1.500 lIIN. • • t . . • ),• i is'.. • 4 •• 1 4. .• TYP. SIDELITE HEAD 1 4" TAPCON NOTE 1) 1070 TECHNOLOGY DRIVE NCKOMIS, FL 34275 • P.O. BOX 1529 NOKOMIS, 11 34274 Drawn Ts:*: .250 1/4" TAPCON SEE NOTE 1) I. 7 • •• 1.5 N y' ; ' • I • •.i I' I • . 4 � 1 TYP. SIDELITE S /L4 NOTES; 1. USE ONLY MIAMI—DADE COUNTY APPROVE ELCO OR ITW TAPCONS. 2. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 3. INSTALLATION OF lx WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. RwsD By F.K. RsysO By: > F. K. sy: 0.8. MAX. TYP. SIDELITE SILL Doty • 1/17/03 Oohs: 9f9/02 8/20/01 7/12/99 +: ANCHORAGE TYP. SIDELITE HEAD S14 PANHEAD R Astons: 0 —NO CHC THIS SKT Revisions: C —ADD NOTES B —PER LETTER 8/17/01 2x WOOD BUCK (SEE NOTE 2) .250 114 FLATHEAD I44X. PRODUCT RE.NZWED tiompbtag *•$tA bit Fiori t4 Ball:Doi Cods lkoceposoce di. ' 2 .E�.. r s �r Ij er L ALUMINUM FRENCH DOOR W/ SIDELITES Serie SAe4L C av*5g No. Rey: Fn —tor I S 8 d 8 972 D 1NALYSIS TABLE: I" LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 i" LAMINATED (1/6 "HS,.090,1 /8 "HS) FTL -1885 16" I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1 /8 "A,.090,1/8 "HS) FTL -3739 16" L.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAM! (1 /8 "HS,.090,1 /8 "HS) FTL -3739 WINDOW HEfGHT 38.375 50.825 63.000 76.000 66.7 ` -80.0 66.7 -80.0 86.7 ' -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 - 80.0 86.7 - 80.0 66.7 - 80.0 68.7 -80.0 66.7 - 80.0 88.7 - 80.0 68.7 -69.8 57.2 -57.2 68.7 - 80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 66.7 -80.0 7 66.7 -80.0 66.7 -80.0 66.7 -78.1 68.7 - -80.0 • v 83.4 -63.4 ' 47.9 -47.9,-, 48.3 -48.3 66.7 -80.0 68.7 - 80.0 66.7 -80.0 - 68.7 -80.0 86.7 -80.0 63.4 -63.4 58.7 - 58.7 54.5 -54.5 BUILDING CODE COMPLIANCE OFFICE(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 NEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 SILE IMPACT WINDOWS NOTES: P.E. 2 OPTIONS: A. B. C. D. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). 13/16" (.840) LAM! I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8 AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. DURATIONS: OX J PRESSURE RATING: SEE TABLE ;ATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 ) ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) 3ITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES N E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) 1070 TECHNOLOGY ORNE NOKOMIS, FI. 34275 P.O. PDX 1529 NOKOMIS, F. 34274 ""M Re FK. Read : Roved Drown Sy: D.B. SW -701 6/3/03 %26/03 Dote: 10/11/01 8/18/98 %9/98 oe.crspVon; ELEVATION & NOTES TiVo ALUMINUM SINGLE HUNG WINDOW seohM: NTS Aweektna D ADD GLASS TYPE & TABtf Rwisionr. C -ADD 13/16 14. Rwldone: TB, TABLE, EXTR. !PRODUCT UMW �sltitY#rlis I•7i>I•: Sheet Droving No. 1 or 5 4040 BUILDING CODE COMPLIANCE OFFICE .(B000) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 COMPARATIVE ANALYSIS TABLE: GLASS A. 5116" LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 TYPE: B. 5/16" LAMINATED (1 /8 "HS,.090,1 /8 "HS) FTL -1889 C. 13/16" I.G., 1/8118, 3/8" SPACE, 6/16" LAMI (1 /8 "A,.090,1/8 "HS) FTL -3739 D. 13/16" I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAM! (1 /8 "HS,.090,1 /8 "HS) FTL -3739 WINDOW WIDTH WINDOW HEIGHT 38.375 50.925 63.000 76.000 28.500 A 86.7 -80.0 ' 66.7 -80.0 66.7 - 80.0 66.7 -80.0 D,D - 66.7 _ - 80.0 86.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 68.7 -80.0 _ 66.7 _ -80.0 68.7 -80.0 37.000 A 66.7 -80.0 68.7 - 80.0 68.7 -89.8 57.2 -57.2 8, D 68.7 -80.0 _ 68.7 -80.0 _ 68.7 -80.0 66.7 -80.0 C . 66.7 -80.0 • 86.7 -80.0 68.7 - 80.0 66.7 -78.1 53.125 • A - 3,D 68.7 - -80.0 - 83.4 -63.4 47.9 - 47.9:: 48.3 -48.3 68.7 _ -80.0 68.7 ' -80.0 66.7 -80.0 68.7 -80.0 C 86.7 , -80.0 63.4 -63.4 58.7 - 58.7 54.5 -54.5 76" MAX. WINDOW HEIGHT 1 5 3/4" MAX. 0 VENT SIZE; 50 1 x 38 1/4" 4.) ANCHORS: MAX. MAX. MAX. MAX. MAX. - 4 - 13" -� MAX. ON CENTER TYP. HEAD & SILL NOTES CONTINUED 53 1/8" MAX. WINDOW WIDTH ELEVATION 5 3/4" FROM EACH CORNER (HEAD & SILL) SPACING AT HEAD & SILL: 13.000 6" FROM EACH CORNER (JAMBS) SPACING AT MEETING RAIL: 8.000 SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL-1889 & FTL -3739 1 8" MAX. AT MTG. RAIL - 13 1/8" MAX. O.C. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D GLASS, 3/8 " AIR SPACE AND S 5 /16 LAMINATED (.090SPVBN ED INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL-1889) AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) • Rohatt L Clark, P.E. PE 039712 Structural 1070 TECHNOLOGY DRIVE NOKQ4MS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Doer Reviews: 6/3/03 0-AM GLASS TYPE & TAa' Review C -ADD 13/16 LG. % 26/03 Data: 10/11/01 Date: 8/18/98 Rsvlalone R. F Re F .r Rend By : Roved 9y 0. B. Dra.n 9y: Date: 0.8. 2/9/98 Titter S.rfea/i4oakt: SH -701 scow NTS Rw7None: TB, TABLE, EXTR. DeecrrpHon: ELEVATION & NOTES ALUMINUM SINGLE HUNG WINDOW Sheet: 1 of 5 tRODUCT UV= �r.ntt•: Droving No 4040 .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/8 " HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" ANNEALED OR �-- HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PV8 INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLAS Q 5/16" LAMINATED REFERENCE TEST REPORTS: FTL -1889 & FL-3739 D MEETING RAIL Alum. 6063HS —T54 • P RAI u :• . S —T54 6122 612231 653457 61P247K • — H VP um, . • 63 —T5 GtD FRAME SILL Alum. 6063 —T5 G?• �:_., B Alum 6•: SWE3 LATCH lF iOIFZ1► � - F�f�:T•7>r1P• : •__ 111l21;E1S11111111111111111111 FIF r-M LI [Ir fiN[ AIN11 1 : ;16 1 �� 14 7:L OPTIONAL •�..•� -)♦ E► I-?�1�::EALE4 irml r• 9 - 612225 812228 812227 1 2 8 8 (1 per Glazing Head) 'A [1 it 1.ls iILLI' 11111011CT��� rLi- 1Aaa7_if; o •ttac :afances to Jambs l♦ (_L1 1 L10: «ii• 3:t MINIATU - DIE CASTING x .625 P L LT. D. .270 X . 70 . Fl 612236 eep Latch Screws when uslna 2 Swpte - tchee) Q frame Ipmbe. 30 bot.) Wind oad Ada • ter Screw 1 • er each bal • n e 42 vent iambs & vent op re 1 v u • •5" f bot. ( : ' �'Iri,94:T ,• 1T1 ► ! . PROD. F� . .• o e,. �>•11�r.'►�' 1 ��f (•• M11LE.: 1•f Ll :[•�.►�i11 ; .3t►Ltill PR: iAlMaK �• - • bot. 1E 1i+1ii :1 171 '1115:E AI 11.7,21. � ' f SCHLEGEL OR E•UIV. AF -12236 ITEM DESCRIPTION V.T. Robert L Clerk, R.E. PE #39712 Seucturel 1070 TECHNOLOGY DRIVE N0K0MIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Dram ey D.8. SH— 701 QTY. / LOCATION VENDOR `t . — •r o s_ - _,cdi E11(4TMh Revision.: D A00 GLASS TYPE REAL 36 Revbionr. C —ADD 130-1.35 Revisions: TB, TABLE, EXTR. Revisions: oaseiprron: PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Sert.,Aiodel: Scale: Sheet: Growing No. NTS 2 of 5 4040 VENDOR 76.000 MAX. HEIGHT .737 INACTIVE .655 EXTERIOR ROUGH OPENING 1.123 2.784 53.125 MAX. WIDTH ROUGH .. 49.625 DAYLIGHT OPENING !■�i► ERIOR XT 2.784 -' OPENING 0 1 .500 34.500 DAYLIGHT OPENING 2.330 OPENING 34.500 DAYLIGHT OPENING ACTIVE VERTICAL SECTION INTERIOR REFERENCE TEST REPORTS: FTL -1889 & F1-3739 ROUGH OPENING INTERIOR OPTIONAL Robert 1. Clark, P.B. PE #38712 Structural 48.250 DAYLIGHT OPENING HORIZONTAL SECTION IN ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 aeFa: D Drown ey: D.B. =te eellIblir • s�i•�Mf F.K. 6/3 /03 TYPE ITEM 36 F.K. 03/26/03 C—ADD 130 -135 boa; 10 11/01 8118/98 29/98 Sofas/Ato E SH -701 NTS TB, T ABLE, EXTR. Revisions: Sat• 3 of 5 E ST IONS ALUMINUM SINGLE HUNG WINDOW Drawing Na. 4040 Rsv: D .737 2.274 1.187 r +-- 2.784 -- .062 ALUM. 6063HS -T54 1.451 _.L_____ .490 I L OJ� 62 r f 1 .705 ALUM. 6063-T5 2.325 1.350 ALUM. 6063 -T5 1.019 REFERENCE TEST REPORTS: .FTL -1889 & FTL -3739 1 .791 ALUM. 6063 -T5 ALUM. 6063 -T5 .062 .655 I 2.784 ALUM. 6063 -T5 1.165 �-+- .062 1.348 .413 -01 t_ 2.330 ALUM. 6063 -T5 Robert L Clads, P.E. PE #39712 8lnrctura1 2.710 1.523 -�- --� 1.023 --►) 1.123 - ALUM. 6063 -T5 .050 ALUM. 6063 -T5 T INDU$T'RYES 1070 TECHNOLOGY DRNE NOKOMIS, FL. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 - el 1.057 .678 f F Fl. Drawn 8y: D.B. Dots: 6/3/03 03/26/03 Oa* 11/01 8/18/98 I9/98 .062 1.403 EXTRUSIONS m ALUM. 6063HS -T54 193 .683 1.187 Revisfarc D -NO CHG THIS SW Revtslorts: C-ADD 130.33 CHG 14,5 AB LE, EXTR. R.+tons .050 1 1.097 '-- 2.029 ALUM. 6063 -T5 MONTT Raba trt nda lld s !- + • 11'11(01 RV ALUMINUM SINGLE HUNG WINDOW Sedan /Model: Seale: Shut: Drorinq No. R•.: SH - 701 NTS 4 of 5 4040 D a • .0• TYP. HEAD TYP. SILL 1/4" TAPCON (IiII 112 PANHEAD .250 MAX. 2 x WOOD BUCK REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 • • V • •• • • • • • . • TYP. HEAD TYP. SILL • .1• .250 MAX. /12 PANHEAD 2 x WOOD BUCK Robert L dark P.E. PE #39712 Structural 1/4" TAPCON /30//0 .250 MAX. IN 1.250 • • •e TYP. JAMB 1070 TECHMOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • 1 x WOOD BUCK 17tle: t'r•Tli. Asupbme 6/3/03 03 /26/03 F. F.K. 10/11/01 f V 18/98 Drasn i3y.• pot ' 0.8. 29/98 ANC HORAGE MAX. D —NO CHG THIS SHT Rwf loex C —NO CHG THIS SHT. Rwinianea TB, TABLE, EXTR. Rwlabrra: TYP. JAMB ALUMINUM SINGLE HUNG WINDOW Serie //Yodel: Scala: ShceI Drawing No. SH -701 NTS 5 of 5 4040 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING fOR GLASS TYPE - 7/16" LAMINATED (116 °HS..090 .3/16"HS) WIN00t, WIDTH WINDOW HEIGHT 76.000. NEG 78.000 NEG 80.000 84.000 NEG POS 90.000 NEG ' -- POS 96.000 NEG POS POS POS NEG POS 41.000 -90.0 90.0 .90.0 90.0 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 42.000 .9C 0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -89.3 89.3 43.000 - 9(•.0. 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 439.7 89.7 -88.5 88.5 44.000 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -87.3 87.3 -84.0 84.0 45.000 -90 0 90.0 -90.0 90.0 - 90.0 90.0 • -68.1 88.1 -85.2 852 -81.8 6 L6 46.000 -9G.0 90.0 -90.0 90.0 - 90.0 90.0 -86.7 86.7 - 83.3 83.3 -79.8 79.8 . 47.000 - 90.0 90.0 -90.0 90.0 - 87.8 87.8 - 35.2 85.2 - 81.6 81.6 -77.3 77.3.'• 46.000 -90.0 90.0 -87.9 87.9 -86.3 88.3 -83.6 83.6 - -79.9 79.9 • _ -74.8 _ 74.8 M1� ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 02011603 ma MIAMI[ -DADE COUNTY. FLORIDA METRO -DADE FLAGLE R BUILDING 1-10 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under thc applicable rules and regulations governing the use of construction materials. Thc documcntation submitted has been reviewed by Miami -Dade County Product Control Division and acceptcd by the Board of Rules and Appeals (BORA) to be used in Miami Dadc County and othcr areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated bclow. The Miami - Dadc County Product Control Division (In Miami Dade County) and/or thc AH1 (in areas othcr than Miami Dade County) reserve the right to have this product or material testcd for quality assurancc purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur thc expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or matcrial within thcir jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or matcrial fails to meet the requirements of the applicable building code. This product is approved as described hcrcin, and has bccn dcsigncd to comply with thc High Vclocity Hurricane Zonc of the Florida Building Codc. DESCRIPTION: Series "PW -701" Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. 4214, titicd `.`Aluminum Fixed Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 - - and last revised on 09 - 09 - 02, signcd and scaled by Robert L.Clark, P.E., bcaring thc Miami -Dade County Product Control Rcvision Stamp with thc Notice of Acceptance number and aspiration datc by thc Miami - Dadc County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent Iabcl with thc manufacturer's name or logo, city, state and following statcmcnt: "Miami -Dadc County Product Control Approved ", unless otherwise notcd hcrcin. RENEWAL of this NOA shall bc considered after a renewal application has bccn filcd and thcrc has bccn no change in thc applicable building code negatively affecting thc performance of this product. TERMINATION of this NOA will occur after thc expiration datc or if there has becn a rcvision or change in the materials, use, and/or manufacture of the product or proccss. Misusc of this NOA as an endorsement of any product, for sales, advertising or any othcr purposes shall automatically tcrminatc.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 -Dadc County. Florida, and followed by thc expiration datc may be displayed in advertising literature. If any portion of the NOA is displayed, thcn it shall bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspcction at thc job sitc at thc request of the Building Official. This NOA revises and renews NOA R 99 -0218.01 and, consists of this page 1 as well as approval document mcntioncd abovc. Thc submitted documcntation was reviewed by (shaq 1. Chanda, P.E. NOA No 02- 0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SAFLEX PYB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/15 HEAT STRENGTHENED GLASS, 2.) CONFIGURATIONS: 'D" 3.) DESIGN PRESSURE RATING: SEE TABLE 7. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SILT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. 0.C. AT HEAD & SILL 17" W/ 1/4" TAPCONS A\ MAX. O.C. AT HEAD do SQL = 1.3" W/ 174 SCREWS MAX. 0.C. AT JAA4BS = 13 1/4" W/ 1/4" TAPCONS MAX. O.C. AT JAMBS a 11 f /4" W/ 114 SCREWS 5) SHUTTER REOUlRELIENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT :: FTL -1971 7.) INSTALLATION OF 1 x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. MAX. O.C. W/ TAPCONS ; u x. O. C. W/ ®14 SCREWS VA X. :DNS SCREWS Acne -I L. Clark. P.E. rC 0351l7 Strvclutal F r INDUSTRIES 1 070 re ORNE NOKOu ft 34275 P.O. BOX 1 29 NOrrOU,S. « .3 tr a.ta ay: F.K. Rena 8y: F.K. 'Rena 8y: F. K. Ra.te 8 F.K. Asyut Ely: K. Role o 0.8. Deo "n 8y: 0. Gu Sere rime u: PY / - 70 7 po e: 9/9/02 Darr 8/13/02 Revia:o" r. D- REMOVE TEMPER 0P2 C - ADO COMP. AXIAL TAIBL E t7vte. 7/10/02 Dore: 5/9/02 Do te: 1 1/6/0 1 Dow 1/29/99 Dot.: 2/1 5/98 b.,ariptio�: ELEVATION Revi,■e01: F- REVISE MOMS SPACING Revi,lone: f- REVISE AhChla4S & MRS R evi,7o41: 8 -1B & ADO EXTR. • ion,: ALUMINUM FIXED IMPACT Scare: N TS Sn,et: 1 of 4 a P OoQCT R ?I4aat - ..�►r Code .�f t1. MOS. pia oZ 'Li 7 P .0 " -• ▪ site Dow d LTo� tar, 1s0? a I s4 Aofswl rridgtt Cs&T WINDOW e":nq No. 4 2 1 4 Re.: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under thc applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dadc County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be uscd in Miami Dadc County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated bclow. The Miami County Product Control Division (In Miami Dade County) and/or thc AHJ (in areas othcr than Miami Dade County) reserve the right to have this product or material testcd for quality assurance purposes. If this product or material fails to perform in thc accepted manner, the manufacturer will incur thc expense of such testing and the AHJ may immediately revoke, modify, or suspend thc use of such product or material within thcir jurisdiction. BORA reserves thc 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 applicablc building codc. This product is approved as described herein, and has been designed to comply with thc High Vclocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: Series "PW - 701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled ` :Aluminum Fixed Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer datcd 02 - 16 - 98 and Last rcviscd on 09 09 - 02, signcd and scaled by Robcrt L.Clark, P.E., bcaring the Miami -Dadc County Product Control Rcvision Stamp with thc Noticc of Acceptance number and cxpiration datc by thc Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent Iabcl with thc manufacturer's name or logo, city, state and following statcmcnt: "Miami -Dadc County Product Control Approved ", unless otherwise notcd herein. RENEWAL of this NOA shall bc considered after a rcncwal application has bccn filcd and thcrc has been no changc in thc applicable building codc negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration datc or if there has becn a revision or changc in thc materials, use, and/or manufacturc of the product or proccss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any othcr purposes shall automatically tcrminate.this NOA. Failure to comply with any section of this NOA shall be cause for tcrmination and rcmoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami - Dadc County. Florida, and followed by thc expiration datc may be displaycd in advertising literature. If any portion of the NOA is displaycd, then it shall bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspcction at thc job site at thc request of the Building Official. This NOA revises and renews NOA 11 99 -0218.01 and, consists of this pagc 1 as well as approval document mcntioncd abovc. The submitted documentation was reviewed by (shag I. Chanda, P.E. 02011603 . ma! MIA.MM[ -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0716.03 Expiration Date: October 03, 2007 Approval Datc: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7116" LAMINATED (3/16 HS..090 WINOOth 10TH WINDOW HEIGHT 76.000. 78.000 80.000 84.000 90.000 96.000 MEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 42.000 _ -90 0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -89.3 89.3 43.000 - 9(..0. 90.0 -90,0 90.0 - 90.0 90.0 -90.0 90.0 -89.7 89.7 -88.5 88.5 44.000 - 90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -87.3 87.3 -84.0 84.0 45.000 -90 0 80.0 -90.0 90.0 - 90.0 90.0 ' -88.1 88.1 -85.2 85.2 -81.8 81.6 46.000 -9G.0 90.0 -90.0 90.0 - 90.0 90.0 -86.7 85.7 - 83.3 83.3 -79.8 79.8 , 47.000 - 90.0 90.0 -90.0 90.0 -87.0 87.8 -05.2 B5.2 -81.6 81.6 -77.3 77.3 -90.0 90.0 -87.9 87.9 i -86.3 86.3 -83.6 83•6 _ -79.9 79.9 • -74.8 74.8 96" MAX. WINDOW HEIGHT 93" 1rtAX. DAYLIGHT OPENING 6 1/4" MAX. --P. - 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING 1 r L 1J 1/4" MAX. 11 1/4 " MAX. i 6 3/4" MAX. t 17" MAX. O.C. W/ TAPCONS 1.3" MAX. O.C. W/ 114 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING Ot-7AJL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 (NTERLAYER SAFLEX PYB BY SOLUT1A OR DUPONT WITH BUTACITE AND .3/16 HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1 /4" FROM EACH CORNER (HEAD eft SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. O.C. AT HEAD dt SILL - 17" W/ 1/4" TAPCONS A MAX. O.C. AT HEAD do SILL = 13" W/ 114 SCREWS MAX. O.C. AT JAMBS = 13 1/4" W/ 1/4" TAPCONS MAX. O.C. AT JAMBS - 11 1/4" w/ 114 SCREWS 5) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE. TEST REPORT: FTL -1971 7.) INSTALLATION OF 1) OR 2x BUCK TO THE SUBSTRATE TO BE ENGINE£REO SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 0.C. vI/ TAPCONS /� O.C. W/ /14 SCREWS r Fcot•1 L. Clark. P.E rC i.5'/l2 SlrvClutoi 1171 1:::;;T Ir INDUS K70 rECMNOtocr DRIVE N'OKOMIS, FL J4175 P.O. BOX L29 NOIKOM IS, FL .34274 ft•.td By: F. K. Aerie 0y: F. K. Rend By: F. K. Re. td 9 F. K. Pt .,e By: r K. Re,te 8y: 0.8. Deo 8y: 0.8. aeerip4i o�: nth; er;erimodel: PV /- 701 Cote: 9/9/02 Cate: 8/13/02 Dvte. 7/10/02 Dore: 5/9/02 Dore. 2/16/98 ELEVATION Scale: NTS F - RFYISE MOORS SPACi7QG Rayilionr (-Rant MMES & hours Arvisio" r. D- REMOVE TEMPER_ OP) C -ADO COMP. N4ALTABLE Revte+w t: 8 -TR de ADO EXTR. Arvie ians are 1 1/6/0 Oafs: 1/29/99 ALUMINUM FIXED IMPACT S+►et: 1 of 4 rROo0Cr it[41:410 iM I .i fbrlde Olaidk Cali* oz- 0716. tilArvIa.D.pL'm4Ll7 2 ? p t.., s i 0.01 rftose cellr>!1 WINDOW a .in4 No. 4214 OF ITEM • DESCRIPTION . V.T.# QTY. /LOCATION VENDOR VENDOR N 1 Frome Head & Silt 612241 1 eo. Alumox AF -12241 2 Frame Jambs 612242 2 Alumox AF -12241 3 .688 x .500 Chonnel Gloz. Beod 6533402 4 Alumox AF- 5334( 4 S Sealer 6SM55W Schnee - Morehead .SM5504 5 Closed Cell Foam Tope 61308 4 (between bend & .gloss) Stik -!f 1308 6 18 x 1.000 Ph. Pn. SMS 781 P0A 8 Frame Assy. screws) Merchonts Fasteners, . 899 7 Silicon Bock bedding 62899C Dow Corning 8 7/16" (.454) W /SOLt/TL1 PVB WNTFRLAYER 1 N.P.G. 9 7/16" (454) W /OUPOWT PVB 1NTERLAYFR 1 N.P.C. 10 /6 x .875 Ph. F1. Sell -top 7PWSW Beod screws. 2 1/2" from end, 20" centers Fostec 0 3 2.784 .874 + n n _r J IL�Jt . 062 1 688 O FRAME HEAD & SILL 6063 -T5 ALUM, y d Robert L. Clerk. P.E. P£ 1 SItucturcl .312 1 2.784 INDUSTRIES_ 1070 TECHNOLOGY DRIVE NOKOWIS, FL 34275 P.O. BOX 1529 NOIOUI5, Ft J4274 --- ---- .312 - -1 .874 I--- O FRAME JAMB 6063 -T5 ALUM. Re •d 97: F.K. e F.K. Rend er. F.K. Rine ay: F. K. Rend ay: F.K. 84 ey: 0.8. tio.n er. 0.8. 13 enpGOn: Dole: R. ri,ian,: 9/9/02 F —NO CHG THIS SHT Oolt: R.rii:an,: 8/13/02 E —ADD DMA., ORIENT. Dote R .Yllianl: 7/10/02 0 -NO CHG THIS SHT NU: R.erao ur: 5/9/02 NO CHG THIS SHT TB & ADD £XTR, p. ei e;anJ: Dols: 116/0 DOE 1/29/99 2/16/98 .688 ---- 1—.062 0 GLAZING BEAD 6063 -T5 ALUM. e1l+i•1e. EXTRUSION PROFILES • & B.O.M. .500 rl4Onucr Rl•$lsLo r } f "id W fl kte A.o.. 7,.ot.v7i4,. CafAnt1s Dow e4T o 3 t 1.03_ ‘5.1..^ K1�+el 12i4c Yredori C�i lroi rk: ALUMINUM FIXED IMPACT WINDOW Sete — St ate: PW -701 NTS Ste 2 4 Du.' n9 Hp, ' 4214 Re f MAX. HEIGHT EXTERIOR 2.784 L MAX. DAYLIGHT OPENING R WINDOW HEIGHT — 3' VERTICAL_ 5F_CTION HORIZONTAL. SECTION J/16" HEAT STRENGTHENED 0 MAX. WIDTH EXTERIOR 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SAFLEX BY SOLUTLt OR DUPONT w /BUTACIT£) i 7/16' CLASS BITE Gt4ZJNS OETAIL,; 7/16 LAMINATED GLASS 2.784 /v/X �c Robdr1 L. Clark, P.E. PE 139712 Slruclvral FtT INDUSTRIES 1070 TECHNOLOGY DRAT KNOWWS, 11 34275 P.O. 6OX I379 NOKOMIS. FL 34274 R nd Ilrj: F.K. Re,, d F.K. ke•,a Oy. F,K, Sigrid 8': F.K. Rrn4 F.K. Re VI d Orv.n By: 0.8. Wl e: 9/9/02 Date 8/13/02 Sou: 10 /02 Ic 5/9/02 Dole: 11/6/0, Oate 1/29/99 2 Oos: 16/98 stile ,/yodel: PY/— 701 Amvi,ia",: P —N0 CHG 1>`11S SH r Re.rrone: —CNC INTERL, & DESK. Rwiro u: 0— REMOVE TEIIIPER OPT R. o ADO TEMPERED CLASS R erei.ne: TB. do GLAZING DET. Cie strip r:on: SECTIONS & GLAZING ' DETAIL Scot.: Shut: Crowing H0. P7wauCY M.CVISM r tet I Wag wIr * Florida , A tirN. 0714.0 Windom P+ b w.,.► c,� rr,e i c DtrtiM, rat,: ALUMINUM FIXED IMPACT WIND INDOW NTS 3 or 4 4214 xo� tJ 8 1 /4 " TAPCON (SEE NOTE • 1) 1/4" MAX. 1 1/4" MIN. TYP. HEAD. SILL JAM,$ • a 4' NOTES: 1. USE MIAMI —DADE COUNTY APPROVED ELCO CR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL— 1971 A 14 PANHEAD INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. Robtrt L. Clod.. P.E. pE 139712 Structural 1/4 MAX. 1 . 1/2" MIN. _TYP. HEA9. S11.�L JAM INDUSTRIES 100 TtCHNOLOGY DRtYL iv0X0W15. FL 34275 P.O. 80X 1529 NOkOU?S, FL 34274 Ri.r ty. F.K. . Pr.t, e. F.K. Rind Or F.K. R .ra 8 F.K. R..ia y: F. K. Rr•to By 0.8. bra.w &y: 0.8. . 4 oft.: 9/9/02 Dow 8/ 13/02 Pots: 7/10/02 5/9/02 pots: 11/6/01 pot.: 1/29/99 0olr: 2/1 6/98 Of r: r %p trop: ANCHORAGE Stxtr /J 4N. P.1 -704 INSTALLATION OF 2 x WOOD BUCK .,TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. . • ` Scot.: N TS 4 Rs4s:dwa. F — CHC SCREWS TO /14 A.d.NaA E—CHC BUCX NOTES Rc•i f roof: 0 - NO CHO THIS SNT ADD 1/4 TAPCON k NOTE TB do NOTES Reis tuna: PuOD11C'r AlYLYF. . =o .nA IAt F wl& i►,..pit oz— 0716.0 3 cf aw . ro a, } b 1 Sc' 1 C.LA t Miami Osbt Cmg►e! 1t.1aN s ALUMINUM FIXED IMPACT WINDOW SA . I I: 4 o1 4 .;f1.3 N.. • 421 GLAZING PRODUC IS J MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUC T J . YP uULUON GLAZING PRODUCT HI . GLAZING PRODUCT M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33170 -1563 (305) 375 -2901 FAX (305) 375 -290S PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued undcr 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 Dadc County and other areas where allowed by thc 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 thcir 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 thc High Velocity Hurricane Zone of the Florida Building Codc. DESCRIPTION: 1 "x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " I" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami - Dade County Product Control Revision Stamp with thc Noticc of Acceptance numbcr and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with thc manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",finless otherwise notcd herein. RENEWAL of this NOA shall be considered after a renewal application has bccn 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 bccn a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ()Carty 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 thc words Miami -Dade County, Florida, and followed by the expiration datc may bc displayed in advertising literature. If any portion of the NOA is displayed, then it shall bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by thc 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 # 00- 0912.05 and, consists of this page I as well as approval documcnt mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.05 Expiration Datc: June 28, 2006 Approval Datc: July 10, 2002 Page 1 ANCI:ORS: TYPE.71 C' OR TI" Don: ENDS H W WI — W2 w W W1 +W2 H - H1+H2 H2 HI (2) WINDOWS MULLED W /ONE ABOV FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hl �ty�/ Robert L CI k, P. . P.E. #39712 Stet ANCHORS TYPE 'A ANCHORS: TYPE. - 8 'C OR D BOTH ENDS \ H Atte •• 1 Ouch Prvducl Cootrnt Di■tsioa w PRODUCT REVISED emptying with the Florida Batdlas Code AeceptaaetNo02- 0iz01.0 , EcPr,y • rhte�2 B r/' I• 112 H 1 1.—Wt I— W2 —I —wJ— w W - WI +w2 *w3 H - Ht +H2 MULTIPLE WINDOWS MULLED WJONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3)1MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W.3 MULL LENGTH = HI APProvEO AS CONPLYltG Win niE SOUTH FLORIDA OUILOING CODE o f JUN 2 R 2 or PR00 T +NTROL DiV151ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 0 47 - rtural FA INDUSTRIES Revsd By. Drown es P.J.P. Description: rue: Dote: 1070 TECHNOLOGY ORNE P.O. 80X 1529 NOKOMIS, it 34275 NOKOMIS, FL 34274 Chkd By: Dole: Dole: 4/28/00 ARRANGEMENT DETAIL 1" STD. WALL MULLION Series /uodet: MULLS R eun ion s: scare: NTS Sheol: J of 5 Orominy No. 6620 Rev: M1AM1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: MIAM11 -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305)375-290S This NOA is being issucd undcr thc 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 bc 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 thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1'x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, with any section OI n c .1n,..A 5/74/01 henrine the Miami -Dade County Product ADVERTISEMENT: The NOA number preceded by thc words Miami -Dade County, 1.ion .auuu • - -- the expiration datc may bc displayed in advertising literature. If any portion of the NOA is displayed, then it sha E xpiration [MC: June 28, 2006 v Approval Date: July 10, 2002 Page I GLAZING PROOUCr TP/ . GLAZING PRODUCT TYP. MULLION N GLAZING PRODUC .z ID GLAZING PRODUCT GLAZING PRODUCT TP/ . IdI . uULUON GLAZING GLAZING PRODUCT PRODUCT L ANCHORS: TYPE. �B; OR BOTH ENDS W - Wt+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. "8 , "C" OR 'D' BOTH ENO? NOTES; 1. FOR ANCHORAGE TYPE, OUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 t --w GLAZING PRODUC TYP MULLION GLAZING PRODUCT H2 H l H — H1+H2 (1 ) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+112 MULL LENGTH = .W Strn ANCHORS: TYPC.'8 C' OR 0' DOT1; ENDS H �L y�/ Robert L CI k, P. . P.E. #39712 1—WI— —W2_H W - WI +W2 H - HI +H2 H2 HI (2) WINDOWS MULLED W /ONE ABOVe FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1+112 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi ANCHORS T C A' ANCHORS: TYPE.73 . 'C' OR 'V, BOTH ENDS F— __— WI-- -- —w2— —WJ— I W W - WI +W2+WJ H MULTIPLE WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3)1MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED at complying with the Florida Winos Code Acceptance No 02- 0 7.01. Eri Ih,c 2ki q p, D AllatbI Dude Product Control Di.tIioa W 112 HI APPROVED AS COMPLYING WTII fl E SOUTH FLORIDA BUILDING CODE D E JUN 2 fl 7 BY L2 tj Pf00 T CO NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 - I L .OS rThral F tT INDUSTRIES Rend ley: Daft: Dro.n BY P.J.P. Tifft: 1 11 1070 TECHNOLOGY DRIVE P.O. 80X 1529 NOKOMIS, FL 34275 NOKOUIS, FL i427 Chkd t3y: Dote: Dole: 4/28/00 Descript;on: ARRANGEMENT DETAIL STD. WALL MULLION Series /Model: MULLS Revisions: Scofe: NTS Sheet: 1 of 5 Oro.ing No. 6620 Rev: P.C.I. I s MULLION ` - t ' MULL MULLION CLIP CUT FLANGES OFF OF MULL CLIP 10 FORM A v - - CIL NN£L AND INSTALL AS SHOWN FOR 1" MULL i" P.C.T. 1. MULLION r Sinew E A * . P.C.T. MULLION MIN. 2b (TM i (TYP IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. OR 4' MIN.— WDOO 12 T YP) I (TYP) ih (� t 1I MIN. I 1 I TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE ' NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE OUANT!TY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r 2' OR /12 P.H. S.L.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OINCR) TYPICAL MULLION TO MULLION INSTALLATION TYPE "A", r 6 i /12 S.L.S. (199/) ALL FASTENERS MUST BE 040E COUNTY APPROVED. SEC NOTE /1 1 /12 F.H. S.J.LS. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /I /12 W000 SCREW (199/) MIN. 1 } PENETRATION INTO • WOOD BUCK. ALL FASTENERS MUST BE 040E COUNTY APPROVED. SEE NOTE it P.G.T. 1r 41UWON --\ rj > Z Robert L. Q rk, .E. P.E. #39712 Ctpu,Ctiral r W000 BUCK REMOVED TO • CONCRETE — P.G.T. 1. MULLION N TYPICAL MULLION TO STRUCTURE WITH W000 BUCK REMOVED FROM CONC. TYPE C" INDUSTRIES 1070 TECHNOLOGY DRAT NOKOMIS, FL 34275 WOOD BUCK (�) I 1� ()' • MIN. f; • TAPCON (246/) 1 NIN. Il PENETRATION INTO t MIN. ' ,-1 • : • �. 1 ' CONCRETE OR CLOCK . • STRUCTURE. ALL FASTENERS 1 • • • . . •. • . • MUST 8E 040E COUNTY APPROVED. SCE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE '0" Pend By Dole: Drown BY P.J.P. Description: Titre: I -2" OR 4"— MIN. — -- � 2J (7)1 I ) 0 O 1L (rrP)4 . +. / MIN. ,1 TAPCON (246/) 1 j MIN. IS PENETRATION INTO I t CONCRETE OR CLOCK STRUCWRC. Alt TENERS —,.-- M US T BE Lu0C CO •• .AP P ROVED. SEE NOTE /1 1 MIN. Chkd By: Dote: Dale: 4/28/00 /12 F.H. S.L.S. STAGGERED ON OPPOSITE SIDES I�RFERE w1r EACH onaCR) SEE NOTE /1 r 2" OR C —I rRODUCT REVISED an complying MO the Florida Holding Code Acctplasee No02 -0 ?01.0 Espintlod Dow /O(. M o1 Dade Pndocl Conical Dlrwloe Re.4sions: 1" STD. WALL MULLION /32 F.H. S .M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT 70 INTERFERE WITH EACH OTHER) SEC NOTE 11 CLIP & INSTALLATION DETAIL Series /model: Scale: Sheet: Growing NOKO IS BOX Ft 1 342 74 MULLS NTS 2 of 5 APPROVED AS COMPLYING VNtH THE SOUTH FLORIDA IIUILOING COOE DA JUN 282001 OY /. • : , P110e CT • 4TROl DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 - 0 912 . Na. 6620 R e.: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x h 1 x 4 x e 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) 1 1 MAX 14 rMAX. NOTE.• CIA—>2e 1. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 t y 3Y7/ r" 1 (}34- 8 MIN] 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES Rend By: IDole: Oro.n By: P.J.P. Description: rue: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, fl 34274 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 Chkd By: lOare: STD. WALL MULLION Series /model: MULLS L -4 F 8 MIN. FROM END (TYP) J L 8 IA r 8 MIN. FROM —I 1 END (TYP) 1-1 I -e--e---e-qq- 8 -_ 1 1" MULL CLIP w /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1099 Dole: 4/28/00 PRODUCT REVISED OS com plying vt1th the Meld, ♦PPROVI O AS COMPLYING VN111 IIIC BuldIng Code AcetptsoccNo 070/.05 sou risrL 1 I ) +� E EipinIloo Date 040/2 �OG DATE d" � ��i Dr , °Y� 1�d�.us Mato Uade Product Comm! PRO yF'CONTROL OIVIS10I1 Dlribloa Revisions: " MULLION CLIP ANCHOR LOCATION Scott: NTS Sneer: 3 or 5 Orowrny BUILOING CODE COMPLIANCE OFFICE A c��PS.u1 E ll� 00 - 0 9 1 '2 . v,� 6620 New: (T)1P) NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063-T6 / tiy Robert L. Clark, P.E. #39712 Structural INDUSTRIES Rend By-. Drawl By: P.J.P. Description: PROFILES rue: 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOKOMI S. 11 34275 NOKOMIS, 11 34274 7 4 g (TYP) Dote: Chkd By: !Dote: Date: 4/28/00 rR ouc - r REVISED to complying with the Florida Balding Code Acteptaaee No Espies! Date By /.," p ig 6� �'�""'► Rlie Dade Product Conlrvl Divkioo Revis " STD. WALL MULLION Series /Model: MULLS Scoec NTS Sheet: 4 al APPROVED AS COMPLYING WITI I TI IE SOUTH Fl QUI�t►Jf' E OATS J �uri L LLuu OT PRO** 'NTROL DIVISION OU11.O1NG CODE COMPLIANCE 0 ICE ACCEPTANCE NO 0 0 - 0 ' 1 Z. 0 5 Oro ,ring No. 6620 Rev: 601 OPENING WIDTH IN INCHES 70 80 90 100 I 110 120 130 1 160 170 170 , 170 170 170 170 170 170 170 170 _170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 _170 157 143 134 127 124 122 122 122 160 _145 141 128 119 112 108 106 106 106 127 115 106 100 96 93 92 92 120 105 95 87 81 77 74 72 71 102 90 81 74 69 65 63 61 59 94 83 74 68 63 60 57 55 53 75 65 59 53 49 46 44 42 40 60 53 47 43 39 37 35 33 31 50 43 38 35 32 30 28 27 35 30 27 24 22 20 19 18 _24 16 32 28 24 22 20 19 17 16 1x2x.125 _ 2 Anchors 50 60 OPENING WIDTH IN INCHES 70 80 1 90 1 100 110 120 130 1 160 42 129 115 107 104 ! 103 103 103 103 103 103 _ 48 _83 73 67 63 61 61 61 61 61 61 50.6 70 61 55 52 50 49 49 49 49 49 54 • 57 49 44 41 39 38 38 38 38 38 60 -__ 63 66 72 76 ... - - -- 78 84 90 96 108 111 144 1 x4x.125 4 Anchors 42 48 50.625 w - -- 54 _ 60 . _ . 63 66 = 72 - ' 76 w 78 84 9 0 96 _ _108 111 144 41 35 — 30 — 23 18 20 _. 50 170 _170 170 _170 170 170 170 142 120 111 88 72 59 41 38 • 17 35 31 29 27 26 30 27 24 23 22 26 23 21 19 18 20 17 15 15 17 16 25 25 21 20 18 17 25 25 20 20 17 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING W1DTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 5--z- 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Clark, P.E. P.E #39712 Structural T INDUSTRIES Reved By Tale: 1 // Date: Oran By: P.J.P. 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOKOMIS, fL .34275 NOKOMIS, F1 34274 Vertical Mull �Opening4 Width Opening 1 • Width Opening Width CAkd B Oole: 4/28/00 MULLS Dole: Mull Length Horizontal Mull 1 I Mull Length Multiple Mulled Units 1 Mull Length PRESSURE CHARTS Revisions: STD. WALL MULLION Series /Model: Sccle: 5neel: NTS 5 5 PHODUCT REVISED too piying $1 IA tie PUMA WI Cade Arctpe+aciNo0 -0 • I.OS Eod ipi o Dett • 7i'41 • 01 A(La 1 Dade Prvducl Castro! Diving)] APPROVED AS COMPLYING WITIi TI IE O OUIN FitgArlIDIS 1 1 1 0 0E "" �JW (1 667 111. nr PROD C +NTROL DIVISION OUILDING CODE COMPLIANCE OFFICE F rCEP1M10ENQ 00- OrJ/2. �r Drawing No. 6620 R•r.