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1220 NE 94 St (11)0 3 Max. I 1 MIn. L3-1_ Mdx. F•-2.230 I .L J (3) L 2.000" J FULL R. 0 HEADER 6083 -T5 Alum. ALLOY STORM PANEL TYPICAL ELEVATION SEE SHEET 3 OF 7 FOR REINFORCING DETAILS W/ US OR 0. SECTION A -A 4.820 1/4 0 S 5. STUD RIVETED TO ANGLE O SPACINGS SHOWN ON SECTIONS. CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) 1.18d 15.500" (TOTAL WIDTH) 0 PANEL 125' to L -2. _-.1 ® BASE ANGLE 6063 -T5 Alum. ALLOY 3 I Max. 1 1 Min. 4.820 I � iw�n. 5 Max. • N N UBE ENT RAP GENERAL NOTES: 1. STORM PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE DADE COUNTY 1994 EDITION OF THE SOUTH FLORIDA BUILDING COOS. WINO VELOCITY CONSIDERED 15 110 m.p.n IMPORTANCE FACTOR IS 1.05. COASTAL ZONE WIND LOADS DETERMINED FOR EXPOSURE "0 FOR BUILDINGS WITH MEAN ROOF HEIGHT OVER 60' -d ONLY. AND FOR EXPOSURE • C FOR BUILDINGS FOR MEAN ROOF HEIGHT EQUAL OR LESS THAN 60' -0. NON COASTAL ZONE WINO LOADS DETERMINED FOR EXPOSURE C. AS REQUIRED BY ASCE 7 -88. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED W ACCORDANCE WTTH SECTIONS 2315 k 2314 RESPECTIVELY OF THE ABOVE MENTIONED CODE. 2. ALL ALUMINUM SHEET METAL PANELS SHALL BE 5052 - 1(32 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALT. BE 6063 -16 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES. 5. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. GALVANIZED OR STAINLESS STEEL, WITH 36 ks. MINIMUM YIELD POINT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4 0 TAPCON ANCHORS. AS MANUFACTURED 8Y LT.W. RAMS ET OR ELCO INDUSTRIES. - 1/4' 0 x 7/8 STAR TAMPIN ANCHORS OR RAWL C4LX -1N. AS MANUFACTURED BY STAR EXPANSION & THE RAWL PLUG COMPANY RESPECTIVELY. NOTES: Al) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO CONCRETE SHALL BE 1 3/4. A2) 7/8" TAMPIN ANCHORS OR RAWL CALK - IN SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 SCREWS USED SHALL BE 1 I/2- LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 3 4 M INIMUM FOR ANCHORS MENTIONED IN A l). & 7 FOR ANCHORS MENTIONED IN A2 . (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4 0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAMSET OR DLO INDUSTRIES. - 1/4' 0 x 7/8' STAR TAMPIN ANCHORS OR RAW& CALK -N AS MANUFACTURED BY STAR EXPANSION & THE RAWL PLUG COMPANY RESPECTIVELY. NOTES: B.1 MINIMUM EMBEDMENT OF TAPCON ANCHORS. INTO THE CONCRETE BLOCK UN1T SHALL BE 1 1 /d. B.2) 7 l8 TAMPIN OR RAWL CALK -IN ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHAM BE PERI.111ED. 1/4 0 -20 SCREWS USED SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO COST, AND 1 MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 81 1 1/4 MINIMUM FOR ANCHORS MENTIONED IN 8.1). & 7/8 FOR ANCHORS MENTPNED IN 13.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIO NS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ANCHORAGE TO W000 FRAME BUILDINGS NOT COVERED ON THIS DRAWING SHALL BE ENGINEERED ON A JOB BY JOB BASIS. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAIS SHOWN ON SECTIONS 2. 2A, 3, 6 & 6A (SHEET 2 & 3 OF 7). 8. EACH PANEL SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPU CABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 9. R SHAD. BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED AT BOTTOM OF EACH PANEL LABEL SHALL READ AS FOLLOWS: FLORIDA METAL. INDUSTRIES. INC. HIALEAH. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. (0) i 1L ECO INc TIU.JT TESTING & ENGINEERING COMPANY 6393 N.W. 361 ( St 50. 217. VPC610 CAPDIh� il. 33166 Plot :(305 -1330 . far : (303)671 -1331 WALTER A TINT Jr.. P. E. FLORIDA Lic. 44167 STORM PANEL - "STORM GUARD" FLORIDA METAL INDUSTRIES, INC. 1660 W. 33rd. PLACE I4ALEAH. FLORIDA 33012 KV. oat 0 alt She/i6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE c16 DAT O. .. BY "MAW . PRODUCT ✓NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 45L3 • OZ DADE COUNTY SCALE 3/ DATE 96 - 67 DRAWING 14e SHEET 1 OF 7 .063' n L .374' .188' .063" I III IYYYYYY � 4 1875" 63' _I . 1--I__ .0 6 n In o Y I -J �•-.ces• ® STUD PLATE 1 DETAIL 1: STUD W/ WING NUT b ri COMPONENTS • ATTN. BLDG. OFFICIALS DO NOT ACCEPT THIS DRAWING' W/0 FLORIDA METAL INDUSTRIES RAISED CORPORATE SEAL' .062 (3) L - 2 Do0 FULL R. 20 HEADER 6063 -T5 Alum. ALLOY 16 GAGE Typ. F 05 STEEL T REINFORCEM ASTM A -525 W/ FY = 33 ksi 07 ALUMINUM ST CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REOUIP.ED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. CONCRETE / ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 (SEE SCHEDULE) FOR Min. I SEPARATION TO 1 EXISTING GLASS OF WINDOW OR S. C. D. SECTION ® ANCHOR SECTION ® STUD Cont. b n3 Cont. J 7/3" x 3/32° WING NUT 0 i f EVERY STUD 0 170. C. c I WALL MOUNTING INSTALLATION — SECTION 1 NOTE: DETAIL OF SECTION 0 STUO vANJO ALSO FOR . , WALL MOUNTING INSTALLATION — SECTION 2 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED I CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) FOR Mn. SEPARATION TO COSTING GLASS OF WINDOW OR S. G. 0. Cont. A es 0. o. 0 3 WALL MOUNTING INSTALLATION — SECTION 2 E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 7 OF 7) CONCRETE ANCHORS (SEE SCHEDULE) POURED ` " POURED CONCRETE CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL BLOCK WALL REQUIRED 0 REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 - •-(SEE SCHEDULE I TO FOR Min. SEPARATION 113F OOSTING 1OF WINDOW OR S.G.D SECTION ® ANCHOR 1 (SEE SCHEDULE) FOR Min I SEPARATION TO 1 DUSTING GLASS OF WINDOW OR I S. C. D. 9 1/4' 0 -20 THRU BOLT W 7/8 x 3/3 WING NUT 0 12' 0. C. SECTION @ STUD 7/Er x 3/32' i WING NUT • a EVERY STUD 0 6' O. C. 0 1 Cont. Cont. Cont. WALL MOUNTING INSTALLATION — SECTION 2A CONCRETE ANCHORS (SEE SCHEDULE) POURED / CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) FOR Min. SEPARATION TO DOSTINC GLASS OF WINDOW OR S. G. D. WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNT. INSTALL. — SECTION 3 Cont. Cont. / IL ECO1 NC .\ TILUT TESTING Nt ENGINEERING COMPANY 6595 NA.. 36U7. Sl. St. 217. V117CIIM CARDERS. R. 33166 Mono : (305)671 -1330 . ro : (303)871 -1331 WALTER A. T1LLR Jr.. P. E. FLORIDA Lk. 44167 1/4' 0 -20 x 1 BOLTS W/78' x 3/3 WING NUT 0 12' 0. C. 1/4' 0 -20 x W/ 7/Er x 3/37 WINO NUT 0 17 0. C. IV. x9 7 0 W v POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED — SECTION 4 STORM PANEL — "STORM GUARD" FLORIDA METAL INDUSTRIES, INC. 1660 W. 33rd. PLACE HIALEAH. FLORIDA 33012 °CSCSnot COSERAL CONCRETE ANCHORS (SEE SCHEDULE) 9877 9/16/96 RV. U. 3 • 0 C. D. CONCRETE ANCHORS (SEE SCHEDULE D. ConL 7/8' x 3/32' WRAC NUT 0 EVERY STUD 0 12' 0. C. 7/8' x 3/32' SEE WING NUT O I FOR Min. SEPARATKNN EVERY i O. C. 1 TO EXISTING GLASS OF WINDOW OR S. G. D. p x APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT • / __ R `7 BY PRODUCT CO ROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO CM D.SI DADE COUNTY SCALE 3/13/96 DATE 96 — 67 DRAWING No SHEET 2 OF • 7 • CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 0 POURED I-- (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS J (SEE SCHEDULE) r x r oR r x 4- OR 7 x 5 ■ .125 Alum. ANGLE (6063 -T6 AL LOY) 1/4 0 -20 5. S. MACHINE BOLT W/ NUT & WASHER O 6" O. C. N 1/4" a -20 1 RV BOLT 7 / w 7/8' x 3/37 WING NUT 0 17 0. C. ta 7 /5 x 3/37 WING NUT 0 EVERY STUD 0 17 0. C. 1' Min. -+1 1/4 0 -20 S. 5. MACHINE BOLT W/ NUT & WASHER O 6' 0. C. ✓ x r OR r x 4 OR ✓ x 5 x .125 Alum. ANGLE (6063 -16 ALLOY) WALL MOUNT. INSTALL. (OFFSET) — SECTION 5 118 POP JACXNUT (Typ.) 1/4 -20x4' BOLTS W/ WING NUT do WASHER 0 LAP JOINTS & ENDS. Cont. 1/4. 0 -20 x 3/4' BOLTS W/ WING NUT & MASHER O LAP JOINTS. RAWL CALK -IN OR TAMPIN ANCHORS - \ ol POURED CONCRETE OR CONCRETE — — BLOCK WALL i REQURED A 0 (SEE SCHEDULE) FOR Min. I Mi SEPARATION TO 1 EXISTING GLASS OF WINDOW OR 1 S. C. 0. POURED CONCRETE OR CONCRETE E — BLOCK WALL REQUIRED RAWL CALK -IN OR TAMP IN ANCHORS o 17 0. C. WALL MOUNTING INSTALLATION (DIRECT MOUNT) — SECTION 6 12.0007 PANEL REINFORCING DETAIL W/ 0 PANEL REINFORCING DETAIL NA/ g / IL ECO INC. \ TILUT TESTING at ENGINEERING COMPANY 6503 M.W 36N. SL. Stem 217. **33cm• 61R13E16, R. 33164 inw : (305)071 -1330 . Im : (303)671 -1331 WALTER A. TILLR Jr.. P. E. FLORIDA Lie. 44167 STORM PANEL — "STORM GUARD" FLORIDA METAL INDUSTRIES, INC. 1660 W. 33rd. PLACE HIALEAH, FLORIDA 3.3012 xcv. 00 OCXmflco1 LtveRAL .an =ilt EAL xxv, x• • • xtsr�l+oi an AS SHOWN 3/13/96 DATE 96 — 67 DRAWING No SHEET 3 Of. 7 12.000r 0. RAWL CALK -IN OR TAW PIN ANCHORS 0 17 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL } REOUIRED A I 0 POURED CONCRETE OR CONCRETE C BLOCK WALL REQUIRED RAWL CALK -IN OR TAM PIN ANCHORS 0 170. c. WALL MOUNTING INSTALLATION (DIRECT MOUNT) — SECTION 6A O MIDSPAN FOR M'm. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. O 24' 0. C. t/4 0 -20 THRU BOLT W/ 7/5 x 3/37 WING NUT 0 17 0. C. 7/8 x 3/37 WING NUT 0 EERY STUD OR M. B. 0 17 0. C. EXISTING / I GLASS POURED CONCRETE / OR C. B. S. REOUIRED '(SEE SCHE ) [(SEE Min. I SEPARATION TO EESTNG GLASS I OF WINDOW OR S. G. 0. E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 7 OF 7) Cont. c 3 INSTALLED AT PASS THRU WINDOWS W/ 77 Mcx. SPAN NEWT" x 4' OR 7 x 4' P. T. W000 BLOCK BETWEEN COUNTER TOP STIFFENERS. 1/4' • THRU BOLT W/ NUT & WASHER 0 6 0. C. EXISTING COUNTER TOP W/ Mox. 1/8' TILE FINISH MATERIAL do 3/4 PLYWOOD. 7 x 5 x .125 Alum. ANGLE BETWEEN COUNTER TOP STIFFENERS (Min. 6' LONG) OR Cont. IF NO COUNTER TOP STIFFENERS CONCRETE ANCHOR 0 6 0. C.. BOTTOM CONNECTION DETAIL FOR STORM PANELS : VAUO FOR MAXIMUM SHTTER HEIGHT - 6 R. AND MAXIMUM DESIGN PRESSURE a 70 psf. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I , . •• E 19 BY ,1 �.. ;VISION PRODUCT Cr TROL BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.96 —6513. 6z DADE COUNTY MAXIMUM DESIGN LOAD " W (p.s.f.) TOTAL MOUNTING HEIGHT "H .< 1O• -0" 10'< H <12' 12'< H <14' 14'< H <16' 40 7' —T T -2' 6' -10' 6' -6' 10' -8 10•-1' 9' -7" 9' -2' 50 7' - 1" 6' -8" 6' -4' 6•-0" 9 * -11" 9' -4" 8' -11" 8' -6' 60 6' -8" 6' -3" 5' -1 t" 5•-8' 9' - 4" 8• 8• 8' - 0" 70 6' -4" 5' -11" 5' -8" 5' - 5 8• 8' - 4" 7' - 11' 7' - r 80 6' - 0" 5' - 8" 5• 5• -2" 8' -6' 8' -0- 7• —r 7• -3" 90 5' -1Cl 5' -6" 5' -2" 5' -0' 8' -2' 7' -8" 7• -4 7*-0 • CONCRETE ANCHORS (SEE SCHELWtE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE) FOR ►Fin. SEPARATION TO EXISTING GLASS OF WINDOW OR 5. G. D. Cont. b = 1n 0 Nm E. 0. 7/5 x 3/32" WING NUr co EVERY STUD Cont. 2" x4OR r x r x .125 HORIZONTAL Alum. TUBE MULLION (6063 -76 ALLOY) 7/5 x 3/32' WING NUT 0 EVERY STUD //1/ 1//// _ CONCRETE % ANCHORS (SEE SCHEDULE). E. D. Nj Cont. (0 g _ NOTE : FLOOR & CEILING MOUNT INSTALLATIONS SHOWN. FOR DIFFERENT MOUNTING INSTALLATIONS SEE TYPICAL SECTIONS ON SHEET 2 & 3 OF 7. 0 SPLIT PANEL MOUNTING INSTALLATION — SECTION 7 HORIZONTAL TUBE MULLION CONNECTION TO WALL FOR SPLIT PANEL INSTALLATION E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 7 OF 7) EDGE OF EXISTING WALL (2) 3/8- • THRU B OLTS w/ WASHER & NUT ✓ x4 "OR1 x6" x 125" HORIZONTAL TUBE MULLION (606.3-76 ALLOY) • x r x 1/4- x 0' -(F Alum. ANGLE (6063 -T6 AU Typ. TOP & BOTTOM) 3/Er • KWIK BOLT ANCHOR W/ 2 1/1 Mn. PENETRATION INTO CONCRETE OR GROUT FILLED BLOCK MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE 2 - x4" TUBE 2 "x6' TUBE MULLION TUBE O END CUT PANEL 2"x4 "x 125 3105 -H14 OR 606.3-T6 ALLOY Cont. Alum. ANGLE MEASURED TO CENTER LINE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE rj11 CASE A (Plan) / / / /7//7/////7//// /77 1 7777777777/7777`%77T7 MUUJON WWI 2" x r x .055 TO r x 5' x .055 Cont. Alum. ANGLE OR .080' 3105 -H154 SHEET METAL Alum. BENT PLATE POURED CONCRETE CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS @ 11 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2.500 Min. CONCRETE ANCHORS 2. 1 0 12 O. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1.000 ALTERNATE LEG LOCATION CASE C (Plan) END CLOSURES DETAILS 1/4 • BOLT 0 11 0. C. W /JACKNUT CASE B (Plan) O OR O OR ® x 4 x .093° 3103 -H14 OR 6063 -16 ALLAY Cont. Alum. ANGLE OR 18 CAGE Goly. STEEL ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT L. . : CI6 BY PRODUCT CN TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. b -N 5I. •OZ DADE COUNTY / IL ECO I N C . TIWT TESTING & ENGINEERING COMPANY 6343 M.M. 3644. S_ Su. 217 VRCAM' GARDENS. R 33186 Pl,ar : (305)871 -1530 . fa. : (306)871 -1531 WALTER A. TILUT Jr.. P. E. FLORIDA Lk. 44167 STORM PANEL — "STORM GUARD" FLORIDA METAL INDUSTRIES. INC. 1660 W. 33x4. PLACE HIALEAH. FLORIDA 33012 rt • ICC 03 -,C.N RPL bar Gfi&J4L do 3/13/96 DATE 96 — 67 DRAWING No SHEET 4 Of ,7 r �etil I WOOD HEADER REQUIRED - (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING CLASS OF WINDOW OR S. G. D. 1/4' 0 x 1 1/2' LAC SCREWS 0 6' 0. C. ALTERNATIVE 1 * ! I�Wi • 0 Q #14 x 3/4' S. 5. S. M. S. 0 6" 0. C. ALTERNATIVE 2 1/4" 0 x r LONG LAG SCREWS 0 6' 0. C. w 1 1 / r Min. PENETRATION TO DUSTING 01000 HEADER. r xrOR2' x 4 OR 2' x5 x .125 Alum. ANGLE (6063 -16 ALLOT) 1/4" • MACHINE BOLT W/ NUT Cr WASHER O 6' 0. C. 1. r7,1 `II u+. Cont. Cont. WALL MOUNT. INSTALLAT. (OFFSET) - SECTION B ti 0 z W Id k 7/8' • x 3/32' WING NUT 0 EVERY STUDO 12' 0.0 Cont. 1.250. Min. 1/4' 0 -20 S. S. BOLTS 0 6 0. C. W/ NUT & WASHER 2' x3" OR 2' x4' OR 2' x5 x.125 Num. ANGLE (6063 -76 ALLOY) NEW P. T. 7 x 6" Cont. W /(2) 1/4' • x 5' LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD. 2" Min. NOMINAL) AND W/ 2' Min. PENETRATION INTO COSTING STUD. 7/8' • x 3/32' WING NUT 0 EVERY STUD 0 12' 0. C 1.0001 Min. 1/4' 0 -20 S. S. BOLTS 0 r O. C. W /NUT & WASHER 2 ' x r x OR r x 4 OR 2' x 5' x .125" Num. ANGLE (6083 -T6 ALLOY) 1" x 4' x .125' (Min.) Num. TUBE (6063 -15 ALLOY) (2) 1/4' 0 x 4° LAC SCREWS 0 EACH STUD (MIDWIDTH OF STUD) AND w/ 2" Min. PENETRATION INTO EXISTING STUD. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WIND LOADS AND PANEL'S SPANS AS PER SCHEDULE SHOWN ON SHEET 7 OF 7. 2. NEW 2' x 6 P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. W W000 HEADER REQUIRED WALL MOUNT. INSTALLATION - SECTION D NOTE: PANEL Q CAN ALTERNATIVELY E ATTACHED' TO WALL W/ 4 TRACK BUT USING 1/ -20 x 2 1/2' S. S. SCREW 060. C. w/ 3 /8' • x 5/8' LONG BRASS BUSHING. WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED ALTERNATIVE 1 3 /6' x 5/8' LONG BRASS BUSHING w/ 1/4' 0 -20 x 2' S. S. SCREW 0 6' 0. C. O MOWIDTH OF PLATE 3/8' x 5/8' LONG BRASS BUSHING W/ 1 /4' 0 -20 x 2' S. S. SCREW 0 C. TO EXISTING WOOD PLATE. NEW 2' x 4" OR 2" x x.125' Cont. Alum. ANGLE W /(2) 5/16 0 x 3' LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREW AT MIDWIDTH OF EXISTING W000 MEMSER (2' M.V. NOMINAL 0110TH) w /2" 1,6n. PENETRATION. WALL MOUNT. INSTALLATION - SECTION E NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED 1/4' 6 x 1 1/2' LAC SCREWS 0 6 0. C. (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. 7/8" 0 x 3/32' WING NUT 0 EVERY STUD 0 12' 0. C -� • NOTE: FOR INSTALLATIONS THAT NEED NOT TD BE REMOVABLE. USE 1/4' 0 x 1 1/2' LAG SCREWS 0 6" 0. C. 1/4" . x r LONG LAG 2 SCREWS 0 6 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD HEADER Cont. 1/4' 0 -20 x 1° BOLTS W/ 7/6 x 3/37 WING NUT O 12" 0. C. Cont. O MIDWIDTH OF PLATE 1/4' 0 x 3' LONG LAG SCREWS 0 60. C. W/ 1 1 7 Min. PENETRATION TO DCISITNG WOOD PLATE. 0 z W NEW 2' x 6' P. T. Cont. W000 PLATE W/ (2) 5/16 • x 6 LAG SCREWS 10 EACH RAFTER OR TRUSS. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2' MAN. NOMINAL 1 W/ 2' Min. PENETRATION. ConL 2" x 6 WOOD DECK REQUIRED (NO FINISH ALLOWED) 3/8' x5/8' LONG BRASS BUSHING w/ 1/4' 0 x 1 1/2' 5. S. S. IA. S.060.C. • IL ECO. TILLTT TESTING & ENGINEERING COMPANY 6505 R,w. 38th. 5t.. 75 217 11140 MA WOOFS. 1. 33106 WALTER A. TILLR Jr.. P. E. FLORIDA Lk. 44157 10 6000 TRUSSES OR RAFTER • 24" 0. C. REQUIRED .500 14 x 3/4" .S.S.M.S. 06 0. C. ( SEE SCHEDULE) FOR Min. SEPARATION EXSING GLASS WINDOW OR S. C. 0. 815Z NM:ft OEMOUL SOT 9/18/96 a r Min. ALTERNATIVE 3 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT L D . - _ - 7 9 BY 11FER✓ ✓ . . PRODUCT CON 'OL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. 96' O5I3. Z STORM PANEL - "STORM GUARD" FLORIDA METAL INDUSTRIES; INC. 1660 W. 33rd. PLACE HIALEAH. FLORIDA 33012 1' x 4' x 1/8' Min. (6063-T5) Num. TUBE W/ L o x 4' LAG " SCREWS TO EACH JOIST. 5/1 LOCATE SCREW AT MIDWIDTH OF EXISTING W000 MEMBER (2' Min. NOMINAL WIDTH) w/ 2' Min. PENETRATION. Cont. 7/8' 0 x 3/32' WING NUT 0 EVERY STUD 0 12' 0. C xv= 2' x 6" W000 DECK REQUIRED (NO FINISH ALLOWED) 3/8" 0 x V8 LONG BRASS BUSHING w/ 1/4' • x 1 1/2' S.LI.S. • NOTE: FOR INSTALLATIONS THAT NEED NOT TO BE REMOVABLE, USE 1/4' • x 1 1/2' LAC SCREWS • 6 0. C. CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION C 3/13/96 DATE • DADE COUNTY 96 - 67 DRAWING No SHEET 6 OF 7 MAXIMUM DESIGN LOAD W (p.s.f.) , Max. PANEL SPAN L (ft.) MAXIMUM ANCHORS SPACING •• APPLICABLE TO SECTIONS (SEE SHEET 2 & 3 OF 7) +58.0. TAPCONS TAMPINS / RAW CAL -IN APPUCABLE TO SECTIONS # TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY -72.0 +58.0. -76.0 6" 0. C. 6" 0. C. 6" 0. C. 6' 0. C. 1 +72.0, - 72.0 6" 0. C. 6" 0. C. 6' 0. C. 6" 0. C. 2 +57.2. -75.7 6" 0. C. 6" 0. C. 6" 0. C. 6" 0. C. 2A +52.0, -56.0 6" 0. C. 6" 0. C. 6" 0. C. 6' 0. C. 3 +50.0, -72.0 12" 0. C. - 1 Y 0. C. - 4 +72.0. - 72.0 6" 0. C. 6" 0. C. 6" 0. C. 6" 0. C. 5 +58.0, -76.0 8' -3" - - 12" ••• 12" ••• 6 +72.0. -72.0 - - 12' ••• 12" ••• 6A MAXIMUM DESIGN LOAD W (p.s.f.) Max. PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTIONS (SEE SHEET 2 & 3 OF 7) +58.0. -76.0 1/2" 8' -10 1/4" 2 11/16" 1 +72.0, -72.0 - 8' -9' 2 1/2" 2 +57.2, -75.7 12' -0' 2 3/4" 2A +52.0. -56.0 • 8' -10 1/8' 2 7/8" 3 +50.0, -72.0 7' -7 1/7 2" 4 +72.0. -72.0 8' -6' 2 1/2' 5 +58.0, . -76.0 5' -10" 2 7/8' 6 +72.0, -72.0 8' -3" 2 1/2" 6A ACTUAL E. D. FACTOR 3" .86 2 1/2" .71 2" .50 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * * SEE ShEETS 5 & 6 OF 7 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. E. D. = EDGE DISTANCE ( ) )7 A=2-- * * MAXIMUM ANCHOR SPACINGS ARE VALID * # FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/7, REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. IL ECOINc.\ TILLTT TESTING t ENGINEERING COMPANY 4:02 M.W. 3tltn. A-. Std 217 C M CA WS. R 33156 Prior : (305)071 -1330 . F.. (303)071 -153 WALTER A. TILLR Jr.. P. E FLORIDA Lic. 44167 eosIPetol DIRECT MOUNT CONNECTION TO WALL W/ ANCHORS AT 12' 0. C., AND 8' - Max. PANEL SPANS SHALL ALWAYS BE PERFORMED W/ 3 1/2" EDGE DISTANCE (E. D.). USE MAXIMUM ANCHORS SPACING OF 6" 0. C. FOR DIRECT MOUNT INSTALLATION WHERE E. D. IS LESS THAN 3 1/2" WITH A MINIMUM OF 2 1/2". 001 ✓rt -'7�i� NM. Be s APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OV 19q DAT BY PRODUCT COI ' 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.g6 STORM PANEL - "STORM GUARD" FLORIDA METAL INDUSTRIES, INC. 1660 W. 33rd. PLACE HIALEAH. FLORIDA 33012 can DADE COUNTY SCALE 3/13/96 DATE 96 - 67 DRAWING No SHEET 7 OF 7 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, Ni 07470 Your application for Product Approval of: GAFRuberoid® Modlfed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynated, Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, Inc has been recommended for acceptance by the Building Code Compliance Officszo be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Expires: 11/06/00 This application for Product Approval Compliance Office and approved by the conditions set forth above. Approved: 11/06/97 • Revises No.: 95- 1003.03 / Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • BUILDING CODE COMMITTEE has been reviewed by the Metropolitan Dade County Building Code Building Code Committee to be used 'n Dade County, rid under the . t // r Pi • Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County A Iicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Cate or Sub - Category• Sub "T ye: . PRODUCT CONTROL NOTICE OF ACCEPTANCE • ROOFING SYSTEM APPROVAL • Membrane Roofing System Built -up Roofing Modified Bitumen APP and SBS Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing g products for more than 100 GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to meet the specification requirements for multilayer d' specifications. Y er SBS modified GAF products are distributed through a wide network of roofing wholesale distributors throughout South Florida area. g t the GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and c)t Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Co Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance n h nd ASTM D 5147 test requirements. p ance with Contact: William J. Woodring Director of Technical Services (973) 628- 4134 • Frank Zuloaga, Roolinn Preri,tnt • Insulation Types: Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Maximum Fire Classification -75psf e Material Design Pressure Classification Class 'A° Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Product Control No: 97- 0804.14 • Frank Zuloaga, Roofing Product Control Examiner SYSTEMS Membrane Type: SBS Deck Type II: Wood, Insulated, New Construction or Reroof Deck Description: 10 / 32 " or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with . : approved asphalt. All General and System Limitations shall apply.' Insulation Fastener Fastening Fasteners Fastener Layer Tie Detail No. Per Board Density (see PA 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I. E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard Minimum: W' x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum:' /" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: '/." x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite Minimum: 'A" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15 /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Permalite Tapered Roof Insulation, GAFTEMP® Isotherm Tapered Minimum: 'A " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Comp-�N /A osite N Tapered Minimum:' /." x 4' x 4' N/A N/A NWA - - � 1 . 1 ✓ Page 18 of 61 Product Control No: 97- 0804,.1'4 Frank Zuloaga, Roofing Product Control Examiner Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20-40 IbsJs Please refer to Metro-Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforaded laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet; • GAFGLAS® Ply 40, Ply 60, GAFGLAS Flex Ply" 6, #75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Product Control No: 97 0804.14 (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex Ply' 6, GAFGLAS® STRATAVENT® Perforated(laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq; (see General Limitation #4). (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. One or more plies of RUBEROID® 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, fully adhered in an approved asphalt at an application rate of 25 Ibisq. ± 15 %. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 IbJsq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 19 of 61 Frank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Metro -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117, 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. A Type X gypsum board is acceptable to be installed directly over the wood deck.. Frank Zuloaga, Roofing Product Control Examiner_ GENERAL LIMITATIONS Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of sloe deck slope, type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. • 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation anel is p required on all applications over . closed cell foam insulations when the base sheet is fully mopped. If no recovery board is ' used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description° of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Zuloaga, Roofing Product Control Examiner Product Control No: 97.0804.14 7 Perimeter and comer areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this Iimitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro-Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 2751 bf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 rank Zuloaga, Roofing Product Control Examiner .14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re -roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended comers, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Product Control No: 97 -0804.14 Frank Zuloaga, Roofing Product Control Examiner t1 R')OF COVERING MATERIALS '(TEVT) ROOFING SYSTEMS (TGFU)= C Gase Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus" (granule), Ruberoid Mop (granule) or "Ruberoid Mop Pt" (g ranule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. Deck: C -15/32 Iodine: 1/2 Insulation: 0ne or more layers perlite, glass fiber, isocyanurate, urethane, p erlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or 'Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq. = Deck: NC Iodine: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. '20 F Emulsion" at 3 gal/sq. g. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. i! Dec C-15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq or graveL 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Deck: C -15/32 Iodine: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type 62 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAT Weather Coat Emulsion at 3 gal/sq. 11. Deck C -15/32 Insulation: Isocyanurate, 2 in. min., wood fiber or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type.G1 ;GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 1 2 LOOK FOR MARK 0 ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU)— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type Gi "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheer, hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of "GAFGLAS #75 Base Sheer, hot mopped in place. Ply Sheet (Optional): One or more Layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal/sq or GAF Fibered Aluminum Coating at 1 -1/2 gal/sq. 15. Deco C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gi, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. P Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 9. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (ranule), hot mopped or adhered with Karnak. Chemical Co. "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. 0. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. 14 PRODUCT