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HomeMy WebLinkAboutengineering-002q � 'f •k C S GENERAL NOTES: 1. GPP FABRIC SHUTTER - SERIES 2000 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE, THIS PRODUCT SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI=DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTES 1 & 4. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTES 1 & 4. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. MAXIMUM A.S.D. DESIGN PRESSURE RATING, MAXIMUM PANEL SPAN & MINIMUM SEPARATION TO GLASS SHALL BE AS INDICATED ON SCHEDULES #1 & #2 ON SHEET 13. PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TESTING LAB OF SOUTH FLORIDA. REPORT # 0904.01-09. AS PER ASTM E 1886, E 1996 AND E 330 STANDARDS, QUALIFYING INSTALLATIONS FOR WIND ZONES 1, 2, 3 & 4, MISSILE TYPE D, APPLICABLE TO BASIC PROTECTION FOR INSTALLATIONS AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996. 2. ALL COMPONENTS TO BE AS PER DETAILS AND BILL OF MATERIALS ON SHEETS 2 & 3. 3. FABRIC MADE FROM HIGH DENSITY POLYETHYLENE TAPES, COATED ON (2) SIDES WITH LOW DENSITY POLYETHYLENE AND LAMINATED TOGETHER WITH (3) LOW DENSITY POLYETHYLENE, MODEL X719N1N1, MANUFACTURED BY FABRENE INC., 240 DUPONT RD. P.O. BOX 4040 NORTH BAY, ON, CANADA P1B 8Z4. SHALL HAVE THE FOLLOWING PROPERTIES: Iatleja :iTlX9 (1) UNIT WEIGHT. (2) WARP CONSTRUCTION: (3) TENSILE MAXIMUM STRENGTH: (4) COATING: (5) SELF IGNITION TEMPERATURE: FLASH IGNITION TEMPERATURE: (6) RATE OF BURN: (7) AVERAGE SMOKE DENSITY RATING: RESULT 30.4 oz/ydz 16 TAPES/in WARP 27.4 TAPES/in WEFT 14.8 psi (VERTICAL) 11.4 psi (HORIZONTAL) 0.9 mil NATURAL 389C 390'C 25mm/min, CLASS CC2 2.2 TEST METHOD ASTM D3776 ASTM D3775 ASTM D751 ASTM D1777 MOD ASTM D1929 ASTM D635 ASTM D2843 4. MAXIMUM ANCHORS SPACING & ANCHOR SPECS SHALL BE AS PER SCHEDULES #3 & #3A ON SHEETS 2, 14 & 15. 5. PRODUCT MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS A. B, C. D, E. F & F' ON SHEETS 5 THRU 8. 6. THIS PRODUCT SHALL BE ONLY INSTALLED WHEN A HURRICANE WARNING IS ISSUED AND SHALL BE IMMEDIATELY REMOVED AFTER THOSE CONDITIONS ARE OVER. FABRIC SHALL BE STORED IN A PLACE NOT EXPOSED TO THE WEATHER AND SHALL BE PROPERLY MAINTAINED, PER MANUFACTURER'S RECOMMENDATIONS. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS PRODUCT SHALL ONLY BE ATTACHED TO POURED CONCRETE, GROUT FILLED BLOCK, HOLLOW BLOCK, WOOD AND STEEL FRAME BUILDINGS WITH LIMITATIONS INDICATED ON THIS DRAWING. 8. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. INSTALLATION AND DRIVING OF FASTENERS AND SLEEVES (AS APPLICABLE) INTO EXISTING STRUCTURE'S FINISH SHALL BE CAREFULLY PERFORMED IN SUCH A WAY THAT FINISH AROUND FASTENERS IS NOT DAMAGED. SIDEWALK BOLTS (SCREWS OR RODS) SHALL BE LEFT AT ALL CORRESPONDING ANCHOR'S LOCATION. 9. PRODUCT'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 10. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION s:idld '94s„ 171018.2 OF THE FLORIDA BUILDING CODE. k. ✓;asops ,.•••••.:; /JA°$. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone *' \�I��t!%o` •,✓'s 02015 mleco INC. GPP FABRIC SHUTTER - SERIES 2000 �WN B. IL EC O 1wc. GLOBAL PROTECTION PRODUCTS, LLC, 03"22/'S THMT TMIRIS h EMMEEM6 COMPANY 4500 S.W. 51 SMEEr c tc w.us ww. smn sr. sr. ao3 — . cn®Oa. rt a,N DAWE, FL 33314 ".: m,-,x10 . ro.: (+I m,-,m, 15-020 �» i nn 4/. -; y. e—mail: tHte awlxom PHONE: (9541689-7545, FAX_ (954)HH4—H7H7 R I O S• . a'�.F{ s 5 m_mne�, o m m a,aapm, w r w eer,�,nx we DPAWNO N' SHEEr 1 OF 15 LOW DENSITY POLYETHYLENE LAMINATE ±0.025" TAPE t0.025", TAPE - 0.075" TOTAL. 8 a FABRIC THICKNESS 1.018" iyK 0 W/O COATING (Typ.) a 43pti 40 RQ� VIEW X 7'(2) SIDES COATED / 0.9 mil/SIDE .078' m - ISOMETRIC m .320' TAPE O COATED POLYETHYLENE FABRIC: (SEE SHEEF 2 FOR END DETAILS WITH HEMMED EDGES) N.T.S. I'500" �L o N h 1/4"0-20 THREADS ni/4"0-20A 117 SIDEWALK BOLT (AISI304 SERIES STAINLESS STEEL) SCALE: 1/2" = I- 750" 1/4"0-20 AISI 304 125" SERIES S.S. STUD r RNETED TO ANGLE iN 0 8" O.C. m SEE M DETAIL 1 rn L1.500"-� N OF ANGLE WITH STUD (6063-T6 ALLOY) SCALE: 1/0 = 1" YF:i3��b9 O 7/8" 0 WASHERED WINGNUT W/1/4"0-20 THREADS (ZAMAC NICKEL PLATED) SCALE: 1/2" = 1" RIM (SIDE MEW) e51 VIEW Y .077 0 D I C s — m ISOMETRIC 9 .150" SPUR WASHER (SIDE MEND O ROLLED GROMMET SCALE: 1/2' = 1" .055" 3,3 t + 01.240" 1�1FENDER WASHER `''ffAiS1304SERIES STAINLESS STEEL) SCALE: 1/2- = 1" 094" DETAIL 1: STUD W/ WINGNUT 0 N.T.S. GIMLET POINT 1/4"0-20 THREADS y N M e� O 1/4"0 ELCO CONSTRUCTION PRODUCTS ULTRACON 11 5116' 0 ITW BUILDEX TAPCON XL ANCHOR SCALE: 1/2. = 1" SCALE 1/2" = 1" .750" " 1.000" 2.000" O 511E"0 ELCO CONSTRUCTION PRODUCTS HANGERMATE0 N - W/ 1/4"a-20THREADS (EZG365 ANCHOR) CARBON STEEL (AISI CIGB21) CASE HARDENEDAND TEMPERED 12 5/16"0 ELCO CONSTRUCTION PRODUCTS ULTRACON 13 5/16"0 ELCO CONSTRUCTION PRODUCTS ULTRACON SCALE: 1/2' = 1" SCALE 1/2" = 1" SCALE: 1/2" = 1" 99B" ��.736" N�1/4"0-20 THREADS Q 1/400 ELCO CONSTRUCTION PRODUCTS PANELMATEO PRO W/ 1/4"0-20 THREADS SCALE. 1/2" = 1" /4"0-20 THREADS s s 05 ((+jrC270" N .200" J1 SAFETY NUT ( 130 4 SERIES STAINLESS STEEL) SCALE: 1/2" 2.000" Op MAX. 0'3T A O OG ALUMINUM SLEEVE (6063-T6 ALLOY) Kl SCALE: 1/2' = 1" "0-20 THREADS H1 1 1/8"0 WASHERED WINGNUT W/ IWO-20 THREADS PMAC NICKEL PLATED) SCALE: 1/2" = 1" COMPONENTS SELF -DRILLING POINT /4 0-20 THREADS w a N � 750" M1 1/4"040 ELC0 CONSTRUCTION PRODUCTS HANGERMATES W/ 114"0.20 THREADS (EZG910 ANCHOR) CARBON STEEL (AISIC10821) CASE HARDENED AND TEMPERED ,a 1.239" SCALE: 1/2" - 1' N 1.373" 1/4"0-20 THREADS .0 250 .050" 1/4" 0 ELCO CONSTRUCTION PRODUCTS PANELMATEO FEMALE ID n W/ 1/4"0-20 THREADS SCALE' 1/2" = 1" 1/4"0-20 THREADS 750" O VTO ELCO CON57RUC710N PRODUCTS FAB•LOK HD $ - W1114"0-20 THREADS 1/4-0-20 THREADS SCALE: 1/2" = 1" O1/4" Ox3/4" ALL.POINT SOUD-SET ANCHOR W1 IIAHO-20 THREADS n 1/4"0-20 THREADS SCALE: 1/2" = i" .800" d —1 250" B / 3/8"0 ELCO CONSTRUCTION PRODUCTS MODIFIED CONFLEX `WI 1/4"0-20 THREADS SCALE: 1/2" = 1" 4 N 1/4"0-20 THREADS 1.500" 1/2"0 ELCO CONSTRUCTION PRODUCTS PANELMATEO L INSERT n W/ IWO-20 THREADS m _ 3/8'0-20 THREADS SCALE: 1/2" _t � J 1/2"0xl9/16"POWERANCHOR W/ 3/8"0-20 THREADS N SCALE: 1/2" = 1" /4"0-20 THREADS O IW 0-20xl 1/2" AISI 304 SERIES S.S. ROD 1.500" SCALE: 1/2" = 1" M� n N3.000" 3/8"0-20 THREADS a 1/4"0-20 THREADS O3/8'41.20xl 1/2' SIDEWALK BOLT (A(S1304 SERIES STAINLESS STEEL) 0r2Ox3" AISI 304 SERIES S.S. ROD SCALE: 1/2' = T" TFU./ 1/2" = 1" 02015 TILTECO INC. ILIEC ® imc. N.W. 3m. M. 4 308 — NBGwN aNMP ' m 33188 PNme : (Nj VI-15F1 . F. : (308) BT—iml e-mail: Ulteco0ool.com E8-0006719 DA BUILDING CODE (Non High Velocity Hurricane e GPP FABRIC SHUTTER - SERIES 2000 ,.F uL GLOBAL PROTECTION PRODUCTS, LLC. 03/'2/15 4800 S.W. 51 STREET DAME, FL 33314 15-020 PHONE (954)689-7545, FAX: (954)689-8797 1­1,,.....,,.., I — "..... ....a."., I ",,. DRAWING M SHEET 2 OF 15 BILL OF MATERIALS ITEM No. DESCRIPTION 3-PLY FABRIC: MADE FROM HIGH DENSITY POLYETHYLENE TAPES, COATED ON (2) SIDES WITH LOW DENSITY POLYETHYLENE AND LAMINATED TOGETHER WITH (3) LOW DENSITY OPOLYETHYLENE, PER FABRENE INC. MODEL X719NINI W/3.0W-3.25" HEMMED EDGES AT TOP & BOTTOM ENDS, PER DETAIL X ON THIS SHEET. Q IS ALWAYS ONE ENTIRE PIECE, EXCEPT WHERE OVERLAPS ARE ALLOWED. OROLLED RIM GROMMET (RRGAW45-00992) WITH SPUR WASHER (RRG#2145-00882) HEAVY-DUTY BRASS W/ 1" E.D. IN RESPECT TO FABRIC O1/4"O-20xl la'SIDE WALK BOLT (AISI 304 SERIES STAINLESS STEEL) FENDER WASHER (AISI 304 SERIES STAINLESS STEEL) �E SAFETY NUT W/ 1/4"0-20 THREADS (AISI 304 SERIES STAINLESS STEEL) O1 1/2"xl 1/2"xt/8" EXTRUDED 6063-T6 ALUMINUM ALLOY ANGLE W/ STUDS c@ 8" o.c. OALUMINUM SLEEVE (6063-T5ALUMINUM ALLOY) OW8"0x3 3/132" WASHERED WINGNUTWI 1/4"0-20 THREADS (ZAMAC NICKEL PLATED) H 1 1 1/8"0x3 31132" WASHERED WINGNUT W/ 1/4"0-20 THREADS (ZAMAC NICKEL PLATED) O114"0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR I1 5/16"O ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR 12 5/16"0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR W/1"THREADED PENETRATION 13 5/160 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR WI Z" THREADED PENETRATION O1/4"0 ELCO CONSTRUCTION PRODUCTS PANELMATE6 PRO W/ 1/4"0-20 THREADS J1 1/4"0 ELCO CONSTRUCTION PRODUCTS PANELMATE® FEMALE ID W/ 114"0-20 THREADS �K 1/4"Ox3K' ALL POINT SOLID -SET ANCHOR W/ 1/4"0-20 THREADS K 1 1/7'0 ELCO CONSTRUCTION PRODUCTS PANELMATE® L INSERT W/ 1/4"0-20 THREADS (L 1/4"0-20 x1 IQ" AISI 304 SERIES S.S. ROD W/ 1/4"0-20 THREADS Ll 1/4"0-20 x3" AISI 304 SERIES S.S. ROD W/ 1/4"0-20 THREADS ELCO CONSTRUCTION PRODUCTS HANGERMATE® O5116"0 W11/4"0-20 THREADS (EZG365 ANCHOR, GIMLET POINT) CARBON STEEL (AISI CIOB21) CASE HARDENED AND TEMPERED 1/4"0-10 ELCO CONSTRUCTION PRODUCTS HANGERMATE® M1 W/ 1/4"0-20 THREADS (EZG910 ANCHOR, SELF DRILLING POINT) CARBON STEEL (AISI C10B21) CASE HARDENED AND TEMPERED ON 1/4'0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD W/ 114"0-20 THREADS O3/8"0 ELCO CONSTRUCTION PRODUCTS MODIFIED CONFLEX W/ 114"0-20 THREADS O1/2"0x1 9116" POWER ANCHOR W/ 3/8"0-20 THREADS O3/8"0-20xl 1/2" SIDE WALK BOLT (AISI 304 SERIES STAINLESS STEEL) 1.000" E.D. 3.000"-3.250" 2.000" HEMMED EDGES ONE ROW STITCHED B AT .750"-1.000" (FROM END OF HEM) 750" 1 EXTERIOR 0 TYPICAL HEMMED EDGE FABRIC DETAIL X SCALE 3/4" =I- 'k TWO ROWS STITCHING SHALL CONSIST OF SIX LOCK STITCHES PER INCH WITH 12/4 POLYESTER THREADS, TWISTED TOGETHER WITH 7% LUBRICATION & SILICONE PER ASTM D-6193. FLORIDA BUILDING CODE rricane (® A/5 C I► 8/6 1► C/6 ZP. E(# 3 2" ANCHORS (SEE SCHEDUL fON SHEET 4) � r �ONHSDEET 1 b PAN (SEEN scLECSNEETD I3)11 (SEE 0 1` (rY F I "i (AN SEE SCHEDULE /3 1 p cry F T P� PANEL WIDTH ft-JII ON #HEEf 14) PANEL WIDTH SEE SCHmULE (SEE SCHEDULE '1— ON SHM 13) 1& ON SHEET 14) 1& ► A/5 A /5 I® B/6 I® C/6 ELEVATION FOR DIRECT WALL MOUNT TO POURED CONCRETE, ELEVATION FOR STUDDED ANGLE GROUT FILLED BLOCK, HOLLOW BLOCK WALL MOUNT TO POURED CONCRETE, WOOD OR STEEL SUBSTRATE GROUT FILLED BLOCK, HOLLOW BLOCK OR AT TOP & BOTTOM WOOD SUBSTRATE AT TOP & BOTTOM SCHEDULE #3 SHEET 14) ELEVATION FOR STUDDED ANGLE FLOOR TO CEILING MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK, HOLLOW BLOCK OR WOOD SUBSTRATE AT TOP & BOTTOM SINGLE PANEL ELEVATIONS SCALE 1/2"— V0- FABRIC SHALL ENTIRELY COVER THE OPIIRN(G 1 WITH NO NEED OF OVERLAPPINgF9t' Gg lo'iN... 2� �► D/7 ANCHORS (SEE P• F SCHEDULE 13 ON SHEET 14) b 2eb MOTH P•) (L PANEL WIDTH SEE SCHEDULE ON SHEEP 13) ► D/7 (SEE a1 E SCHEDULE #3 SHEET 14) ELEVATION FOR STUDDED ANGLE WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK, HOLLOW BLOCK OR WOOD SUBSTRATE AT TOP & STUDDED ANGLE FLOOR MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK, OR WOOD SUBSTRATE AT BOTTOM J►E/7 2' ANCHORS (SEE 0 �SOCNH14EDEIE �„! SHEEP 14) (D IMAX5 (SEE SCHEDULE 11 ON SHEEP 13) 2` ANCHOR# b (TYP') (SEE SCHEDULES PANEL WIDTH ON SHEET 14) (SEE SCHEDULE ON SHEIT f3) A (► E/7 ELEVATION FOR STUDDED ANGLE WALL MOUNT TO STEEL SUBSTRATE AT TOP & BOTTOM Po�9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) v 02015 HLTECO INC. GPP FABRIC SHUTTER — SERIES 2000 DRAWN LB IL EC O GLOBAL PROTECTION PRODUCTS, LLC. 03DATEIs tNC. DATE ry 4800 S.W. 51 STREET WT TESTING 81 ENGINEERING COYPANT ) $—D2D nog. (M y� e , PIN( ) 6w%IMI alas PHONE: (954)689-7545, FM- (954)68-8797 e mail: 41tecc000Lcom EB-MOS719 DRAWING M 1 Im IrtrK lux wi[ WA TER A THN Jr., PX 1WIV151 y 1 SHEET 4 OF 15 EXISTING POURED CONCRETE, GROUT RIM BLOCK HOLLOW BLOCK REOT ANCHORS (SEE SCHEDULE 3 STUCCO (7yp.) ON SHEET 14) EXISTING CONT. I'1 EXISTING CONT. Yil 1/e' THK. CPI-VPNIZED STEEL 1/8' 1HK. GALVANIZED STEEL METAL FRAME REQUIRED (SEE SCHEDULE 13 METAL fRAME REQUIRED (SEE SCHEDULE 13 7 A DN SHEET 14) 7 A ON SHEET 14) 2'X4" WOOD HEADER REQ•D METAL SHEATHING Oyp.) w EO 1 Id 4'yyl�G IN I IEE ' 2• H1 t H1 SCHEDULE 13 ED. G "r=n Hl(SEE EXISTING A mnNO-4 MAX D GV5 . I I PANEL I I I I S O � SPAN Si1 ON HET 13) EXISTING Min..PARATw 1 N GLASS y Min. SIEPARATION EZSTNG TO CLASS A II M (SEE.SdEDULE 12 CLASST (SEE SCHEDULE 12 GLASS—� (SEE SCHEDULE $ II —WY — PANEL SPAN (SEEIXI SCH MLE II II ON SHEET 13) II ON SHRT 13) — — Pµ L SPAN I�Iy�_ ON SHW 13) y PANEL SPPE �If— sHm 13)W �1I �I� (SEE#I SHEETSCHEDULE ?� (SOE SCHkDULE �ON611SNG _.,( Min. SEPARATIONTO I SHM ))1 GLASS ^(SEE I I I I SCHEDULE 12 U II ON WE 13) II I II O OR J1 (SEE SCHEDULE 13 ON SHEET 14) FOR DIRECT WALL MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM NOTE FOR COMBINATION OF SECTIONS: TOP AND BOTTOM MOUNTNGS CAN BE COMBINED IN ANY WAY TO SUITANY INSTALLATION. EXISTING POURED CONCRETE, GROUT FILLED RLOCK- HOLLOW BLOCK REQ'D EXIsRNG sTUCCo (Trot SECTIONS A - A SCALE 3/8"=1" FOR DIRECT WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE AT TOP & BOTTOM EXISTING CONT., 1/8' THK. lALVANIZED STEEL MElAI FRAME REQUIRED (SEE SCHEDULE 13 ON SHEET 14) FOR DIRECT WALL MOUNT TO STEELSUBSTRATE AT TOP & BOTTOM SECTIONS A '- Al SCALE 3/8"=1" EXISTING CONT. � W) 1/8- THK. GALVANIZED STEEL METAL FRAME REQUIRED (SEE SCHEDULE ft3 ON SHEET 14) FOR DIRECT WALL MOUNT TO STEELSUBSTRATE AT TOP & BOTTOM BUILDING CODE METAL SHEATHING (Typ.) Hurricane Zon ANCHC (SEE ON SI ON SHEET 14) FOR STUDDED ANGLE WALL MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM NOTE FOR COMBINATION OF SECTIONS: TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SURANY INSTALLATION. POUPm coNCREIE, Uj BOR 12 OR 13 GROUP LOC BLOCK OR HOLLOW BLOCK REO'D F (BEE SCNEDVL83_ EMSIING ON SHEET 14) POURED CMICREIF, GROUT RLLEO BLOCK OR ANCHORS HOLM BIDCK REO'D ANCHORS (SEE SCHEDULE #3 (SEE SCHEDULE /3 ON SNFEC 14 4� K B� (Min.) MSTINCTwa ON SHEET 14) \. H7 WOWIMAM REQUIRED, I\ \ on ARCHI= PRIOR PANEL INSTALLATION. B K�l Exlmr � I' � B cuss II II II II II I I sanr�i I I I It Ewmxc lII MIN. SEPARATION I cuss I I1LE#1 ASEETSALA B 1�1 A PANELII LEU $2 �I MIN. SEPARATION SPAN A PANEL 13) II ON SHEET 13) II--- TO GLASS (SEE SCHEDULE 12 (SEE SCHEDULE i1 II SPAN ON SHEET 13) ON SHEET 13) II mBCI ON SHFLT MIN SEPARATION TO GUSS 82 (SEEON I SHED 13) I� aTss D II E B B — HT �^ MN. 2. T_ Hi H1 WDOD BUCK RWO, NO FlNISH ANCHORS AumvEo (SEE SCHEDULE ON SHFFT 14) E NO ' 77— HOLLOW BLOCK SECTIONS B - B SCALE 3/8-=1° FOR STUDDED ANGLE WALL MOUNT TO IF APPUCABLE (rM.) / LU. U. ED. —E.D. Exrs NG O ANCNIXS POURED CONCREEE SC , SEE HFAULE GRDUT PILED BLOCK D I OR IP ON SHEET 14) HOLLOW BLOCK REWD (SEE SCHEDULE 03 ON SHEET 14) FOR STUDDED ANGLE FLOOR TO CEILING MOUNT FOR STUDDED ANGLE FLOOR TO CEILING MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE AT TOP & BOTTOM SECTIONS C - C SCALE 3/8"=1" FLORIDA BUILDING Hurricane EXISTING CONE. STUCCO 1/8" THK. GALVANIZED M� ( SCHEDULE3 STEEL METAL FRAME ON SHEET 14) REOURED 7 METAL SHEATHING RrP.) E SCHEDULE /3 POURED CONCRETE, SHEET 14) GROUT TILLED BLOCIL HOLLOW BLOCK REO'D SHEET -.:..:� L� D �J. A 11 EXISRNG 1I MIN. SEPARATION TO GLASS G—��(SEE SCKE➢UIE p M . M I ON %ET 13) PANEL q PANEL - SPAN IXISRNG MIN. SEPARATION A SPAN L SPAN (SEE SCHEDULE 11 OEM—yI.--TO GLAWSS (SEE SCHEDULE 11 EwSpNc I (SEE SC®ULE /1 II ON SHEET 17 11 (S SCHEDULE ®2 GLASSMIET (3) ON SHFET 13) ~II ONON SHEET 13) it ) 11 �� MINTOSGLISS 11 11 (SEE SCHEDULE 42 U Y I ON-'WT T3) _ II II II II I I EXISTING JI B 11 B FLASHING B J�— 9 HI i H7 HJ EXISTING E.1 . J_ MIN. 2"z4' i WOOD BLACK NO FINISH REOD. ALLAWEO _ — _ — _ _ EQ. I I I I C F I 1 D. D. EXISTING METAL SHEATHING (ryp.) LLI DECK /8-TA.jj_---EDGE IF APPUCAB.E (rnJ STEE THE GPLVA MEIXISR D STEEL METAL FRAME%NCHORS POURED CONCRETE O � REOUIREO MI(SEE SCHEOUIE /3 OI OR ON 3H CH DU 3 HOLLOW BLOCK REO'D ON SHEET Ii) 14) (SEE SCHEDULE #3 ON SHEET 14) FOR STUDDED ANGLE WALL MOUNT TO STEEL SUBSTRATE AT TOP & BOTTOM FOR STUDDED ANGLE WALL MOUNT TO FOR STUDDED ANGLE WALL MOUNT TO WOOD SUBSTRATE AT TOP & POURED CONCRETE, GROUT FILLED BLOCK OR STUDDED ANGLE FLOOR MOUNT TO WOOD HOLLOW BLOCK SUBSTRATE AT TOP & SUBSTRATE AT BOTTOM STUDDED ANGLE FLOOR MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE AT BOTTOM SECTIONS E - E SECTIONS D - D SCALE 3/8�=1" SCALE 3/8"=1" _...._.... FLORIDA BUILDING CODE NOTE FOR COMBINATION OF SECTIONS: TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUITANY INSTALLATION. Hurricane J®F ANCHORS (SEE SCHDULE #3 ON SHEET 14) (TYP-) F (TYP•) J Y F--rO F1 JIk- 0 (SEE SCHEDULE ON SHEET 13 2" 1EU. (TYP WIDTH (SEE SCHEDULE -, ON SHEET 13) A f► F AT TOP & BOTTOM ►F5 F ANCHORS / �J (SEE SCHDULE #3 /--ON SHEET 14) EXISTING 2"x4" WOOD HEADER REC W yUUUW tH I MAX B in. OA PANEL SPAN —IYr>. •.....,6.: (SEE SCHEDULE #1 ON SHEET 13) EXISTING G1A55� MIN. ANCHORS M X. SEPARATION A (SEE SCHDULE #3 PANEL TO GLASS ON SHEET 14) SPAN i (SEE SCHEDULE #2 (SEE SCHEDULE #1 ON SHEET 13) ON SHEET 13) EXTERIOR tl ANCHORS V /ONE SHEET 14) SCHOULE #3 2" (TYP F PANEL WIDTH HORS (SEE SCHEDULE i SCHDULE #3 ON SHEET 13) A SHEET 14) I► F9 ( SCHDULE #3 SHEET 14) SINGLE PANEL (REVERSED) ELEVATIONS SCALE 1/2"= 1" A FABRIC SHALL ENTIRELY COVER EXISTING 2"x4" W PLATE R EXISTING POURED CONCRETE OR GROUT FILLED OR HOLLOW BLOCK REQ'D (TYP•) EXISTIN✓ L/ ANCHORS (SEE SCHDULE ON SHEET 14) GLAS16 EE S I MIN �I SE PARATION TO GLASS (SEE SCHEDULE #2 X. 'II ON SHEET 13) PANEL SPAN I (SHfETU#1 �I ON S13). I FOR REVERSED STUDDED ANGLE WALL MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM EXTERIOR EXISTING POURED CONCRETE OR GROUT FILLED OR HOLLOW BLOCK REQ'D 0 OR @ ORf1.3 (SEE SCHEDULE #3 ON SHEET 14) ANCHORS (SEE SCHDULE #3 ON SHEET 14) FOR REVERSED STUDDED ANGLE WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE SECTIONS F - F SCALE 3/8"=1" THE OPENING WIDTH NOTE FOR COMBINATION OF SECTIONS: WITH NO NEED OF TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN OVERLAPPING BEYOND IT ANYWAY TO SUIT ANY INSTALLATION. AT TOP at BOTTOM v I I EXISTING LLASS - jl I I I (AIR. SEPARATION r10 GLASS (SEE SCHEDULE 12 ON SHEET 13) I \J I EXISTING REQ'D. EXISTING POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK REQ'D EXTERIOR i `e EXISTING GLASS II !A' FAX PANES. SPAN _ (SEE SL'fIEWLE 11 I� ON SHEET 13) UN- SEPARATION GLASS �I (SEE SCHEDULE ON SHEET 13) II TH I _ ANCHORS I� (SEE SCHEOU 3 ON SHEET 14 O OR 12 EDGE OF DECK IF APPUGABLE (TYP.) (SEE SCHEDULE #3 ON SHEET 14) FOR REVERSED STUDDED ANGLE FLOOR TO CEILING MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM ANCHORS (SEE SCHEDULE #3 ON SHEET 14) EXTERIOR (SEE SCHEOL ON SHEET jEXISTING / POURED CONCRETE, GROUT FILLED BLOCK HOLLOWBLOCK REQ'D FOR REVERSED STUDDED ANGLE FLOOR TO CEILING MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE AT TOP & BOTTOM SECTIONS F- F1 SCALE 3/8"=1" FLORIDABUILDINGCODE(Non High Velocity Hurricane Zone) 02015 TILTECD INC. IL EC ® inc. GPP FABRIC SHUTTER - SERIES 2000 F.R.L. DRAWN BY GLOBAL PROTECTION PRODUCTS, LLC. 03/12/15 DATE 4800 S.W. 51 SOREST .IT TESTING # ENGINEERING COMPANY N.W. am. s'., se.. aos - vtacww rxmET+s, Fl. altaa P..: (ma) an -tam (ms)111-1a11 e-ma9_ tllteco®aoLcom EB-0006719 DAME. EL 33314 PHONE (954)689-7545, FAX: (954)689-8797 1 5-020 DRAWING IT " �14N oec my x• °�� o"a 1 m 11-212 W1111 a SHEET 8 OF 15 WALTER A TILLR Jr., P.E C G (TMp) A (Typ,) ANCHORS yp a" I (SEE SCHEDULE #3A rn�cRla'al 1— � I-- ON SHEET 15) OJ OR J1 (SEE SCHEDULE #3A ON SHEET 15) EXISTING — 2"x4" WOOD HEADER REQ'D O 1"1 ® 1"1 0 PANEL SPAN 1 (SEE SCHEME #1 II ON SHEET 13) ® 12" illo (TYP) I l I" G (1YPJ "A (TYP.)\__ANCHORS PANEL MOTH ".III' PANEL WIDTH PANEL WIDTH BE SCHEDULE # SEE SCHEDULE $ SEE SCHEDULE $ I ON SHEET 13) ON SHEET 13) ON SHEET 13) (SEE SCHEDULE #3A ON SHEET 15) ELEVATION FOR DIRECT WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK, HOLLOW BLOCK OR WOOD SUBSTRATE AT TOP & BOTTOM O OR Jt (SEE SCHEDULE #3A ON SHEET 15) ® 12" o.o. 3" EXISTING (1YP)LAP 2"x4" W' PLATE R PMIEL WIDTH PANEL WIDTH SEE SCHEDULE j PANEL WIDTH .—(SEE SCHEDULE # ON SHEET 13) SEE SCHEDULE OUJ ON SHEET 13) ON SHEET 13) EXTERIOR PLAN OVERLAPPED MULTIPLE PANELS SCALE 1/2"= i'—O" Q FABRIC SHALL ENTIRELY COVER THE OPENING WIDTH WITH NO NEED OF OVERLAPPING BEYOND IT Min. SEPARATION TO GLASS SEE SCHEDULE d ON SHEET 13) FOR DIRECT WALL MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM IN CITE FOR COMBINATION OF SECTIONS: P AND BOTTOM MOUNTINGS CAN BE COMBINED IN NY WAY TO SUIT ANY INSTALLATION. STUCCO (Typ.) D W/O 0 12" o_c. (TYP ) PANEL SPAN (SEE SCHEDULE #1 ON SHEET 13) 12" (TY•) EXISTING STUCCO (TYP-) EXISTING POURED CONCRETE, GROUT FlLLED BLOCK OR HOLLOW BLOCK REQ'D ANCHORS (SEE SCHEDULE #3A ON SHEET 15) rj II I, I, I EXISTING I GLASS 1 Min. SEPARATION TO GLASS SEE SCHEDULE # ON SHEET 13) �) W/O 0 12" ox. (TYP.) (SEE SCHEDULE #1 ON SHEET 13) EXISTING TE, /// POURED CONCRETE, �7 GROUT FILLED BLOCK B OR HOLLOW BLOCK REQ'D ANCHORS (SEE SCHEDULE #3A ON SHEET 15) FOR DIRECT WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE - G AT TOP & BOTTOM FLORIDA BUILDING CODE INTERIOR s- 0 12" .. SECTION H - H SCALE 3/8"=1" Hurricane 2" 3- I, I (7YP.) ,.. I, A iTYP.) J 0 12" o.G. Cr(P-) (TYPa I W A (TYPa PANEL WIDTH I PANEL MOTH I PANEL WIDI EE SCHEDULE § SEE SCHEDULE SEE SCHEDUL ON SHEET 13) ON SHEET 13) ON SHEET 1 ELEVATION FOR DIRECT WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK, HOLLOW BLOCK OR WOOD SUBSTRATE AT TOP & BOTTOM C W/ lH 3" ®12 0.0 LIPI ) PANEL WIDTH SEE SCHEDULE # PANEL WIDTH ON SHEET 13) PANEL WIDTH SEE SCHEDULE # SEE SCHEDULE # ON SHEET 13) EXTERIOR ON SHEET 13) PLAN SAFETY PANEL FOR DOORS W/ OVERLAPPED MULTIPLE PANELS SCALE 1/2"= V-0" Q FABRIC SHALL ENTIRELY COVER THE OPENING WIDTH WITH NO NEED OF OVERLAPPING BEYOND IT SCHEDULE #3A 1EEr 15) O OR J1 (SEE SCHEDULE #3A ON SHEET 15) EXISTING .- 2"x4" WOOD HEADER REO'D (SEE SCRORILE #1 ON SHEET 13) ANCHORS (SEE SCHEDULE 43A ON SHEET 15) U OR 0- (SEE: SCHEDULE #3A ON SHEET 15) EXISTING 2'x4" WOOD - PLATE REQ'D Stucco mp.) ANCHORS (SEE SCHEDULE #3A ON SHEET 15) 9 9 1/2" A If-O II O W/ H Il 0 12" O.C. M [. PANEL (TYP.) SPAN jl (SEE SCHEDULE #1 I O W H II ON SHEET 13) t�amnc_y j II ® 12" o.C. MAX. O� II jl (TYP-) SPANL II (SEE SCHEDULE #1 II II ON SHEET 73) II Min. SEPARATION 1z" INTERIOR II II TO GLASS (TYP.) EISSIIN Ij IN SCHEDULE # ;- cuss �II II ON SHEET 13) II II II II 11 Min. SEPARATION 12" II TO GLASS It 1HSEE SCHEDULE #2 ( ) 11 ON SHEET 13) it I III a iz O.C. E. - 9 1/2 SECTION J - J it IXISIR N.T.S. II POURED CONgBLO HOLLOW BLOC BLOCK OR (� I I ^ HOLLO%' BLOCK REO'D I I'LI L—�II JIII 1 9 1/2" /L/ (TYP-) FOR DIRECT WALL MOUNT TO WOOD SUBSTRATEAT TOP & BOTTOM NOTE FOR COMBINATION OF SECTIONS: TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ANCHORS (SEE SCHEDULE #3A ON SHEET 15) FOR DIRECT WALL MOUNT TO POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK SUBSTRATE SECTIONS I - I AT TOP & BOTTOM ,(�:VERtAR*Fj&,D FABRIC) 02015 nLTECO INC. IILIE.0 ® 111 JT TESTING h ENGINEERING CON N.N. Sm 54 5 30S - AR GNAM n R.: (SG5) G71-15SG , F.: (30* 871-15 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GPP FABRIC SHUTTER - SERIES 2000 F.R.L. DRAWN BY GLOBAL PROTECTION PRODUCTS, LLC. 0315 DATE ZANY 4800 S.W. 51 STREET .AfFifi DAVIE, FL 33314 rj—D2D n PHONE: (954)689-7545, FAX: (954)689-8797 �.x 15mw.InN oUe m,r DRAWING IT 1 d0 tt-Y12 WIV15p SHEET 10 OF 15 T' EXISTING8 EXISTING MIN. 2'x4' PoURm CONCRETE, _ WOOD HEAD - IXISTNG STUCCO (Typ.) GROUT FI20 BLOCK OR 2. REQUIREp _ HOLLOW BLOCK REO'0 (Typ) J►K SEE SCHEDUtE 83 ANCHORS (OSEE SEOip3 . ON SHEET 14) SHEEr 4) _ E.D. ANCHORS ;::.. (SEE SCHEDULE ON SHEET 14 6 H1 F 2' Min. H1 A ^' MIN. SEPARATION � TO GLASS A PANEL A (SON SCHEDULE INTERIOR PAN 11 I SHEE7 13)2 OVERLAP AIL (SEE SCHEDULE $1 II I ON SHEEF 13) II MIN. SEPARATION III.— TO GLASS I IX�SNG'--III 7" E.D. 8 C ,OD ,OE ryO B' Max. (IYP.) O �}M1.` (SEE SCHEDULE #2 C D I ON SHEET 13) IIAA ®8' D.D, 2" ,O O 11 I OVERLAP II II ___ ____ ___ 11 II M El'(15TNG—")L II PANEL GLASS SPAN1(SEE TE' SCHmULE #1---ON X. SHEET 13) ___________ I PANEL 1' II SPAN II 2 (n'P�) II (SEE SCHEDULE) ON SHEET 13} II OVERLAP DETAIL PANEL WIDTH SEE�HEDULE �3 II 15' ,(SEE SCHEDULE ON SHEET 14) n ii SCALE 3/8"=1" ON SHEET 13) I►K 11 II SAFETY SINGLE PANEL FOR SINGLE HUNG WINDOWS SCALE 1/2"= V-0" 0 FABRIC SHALL ENTIRELY COVER THE OPENING WIDTH WITH NO NEED OF OVERLAPPING BEYOND IT. FOR DIRECT WALL MOUNT TO WOOD SUBSTRATE AT TOP & BOTTOM SECTIONS K - K SCALE 3/8"=1" NOTE FOR COMBINATION OF SECTIONS: TOP AND BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ANCHORS (SEE SCHEDULE ON SHEET 14)- EXISTING POURED CONCRETE, GROW RUED BLOCK HOLLOW BLOCK REO'D NO 4 n FLORIDA BUILDING CODE (Non High Velocity Hurricane 02015 TIpECO INC. GPP FABRIC SHUTTER — SERIES 2000 1 5 DRAW TILUT TESTING h ENGINEERING COMPANY eau Nw. S61X. St. s a= - v INK CMDEx R. MI6a rarna : (J ) 971-IM . F. : (aas) a71-15e1 e-mail: UltecOOGOI.cam EB-GO06719 WALTER A. TIWT J, P.E. FLORIDA ❑c. / 44167 GLOBAL PROTECTION PRODUCTS, LLC. 4800 S.W. 51 STREET DAIAE, FL 33314 PHONE (954)689-7545, FAX: (954)689-8797 03/12/15 DATE —15-02D — DRAWING M SHEET 11 OF 15 ANCHORS 2" ' e I SEE SCHEDULE #3 yp,) M ON SHEET 14) :. ANCHORS--- . EXISTING STUCCO (Typ.) (SEE SCHEDULE 1 <'.:. ON SHEET 14) OJ OR J1 (SEE SCHEDULE J3 ON SHEET 14) EXISTING MU 2'x4' WOOD HEADER RED MAX. PANEL SPAN (SEE EOULE P1 ON SHEEP 13)O E.D. t ANCHORS 2� SEE SCHEDULE #3 �yP') ON SHEET 14) PANEL WIDTH (SEE SCHEDULE I' ON SHEET 13) A ELEVATION FOR DIRECT WALL MOUNT TO POURED CONORETE.GROUT FILLEDBLOCKORHOLLOWBIJOCK& 6. WOODSUBSTRATEATTOP&BOTTOM (MAX.) OFFSET TOP VS BOTTOM (M ) a Min. SEPARATION TO GLASS ® MID EFFECTIVE PANEL SPAN ;SEE SCHEDULE #2 ON SHEET 13) L MAX. SINGLE PANEL/11 SCALE 1/2"= V-0" (ANY MA LEDGE (ANY LEDGE 41 A FABRIC SHALL. ENTIRELY COVER THE OPENING WIDTH WITH NO NEED OF OVERLAPPING BEYOND IT. EXISTING 2•xe WOOD PLATE RED'B OOR J1 OTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE q3 ON SHEET 14) OF AND BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ELEVATION FORDIRECT WALL MOUNTTO W010D SUBSTRATEATTOP& BOTTOM SECTIONS M - M SCALE 3/8"=1 " POURED CONCRETE, i GROUT FILLED BLOCK OR HOLLOW BLOCK REO'D PANEL MAX. PANEL SPAN (SEE SCHEDULE /1 ON SHEET 13) NO. 44167 9 Min. SEPARATION TO GLASS 0 MID EFFECTIVE PANEL SPAN — ,SEE SCHEDULE #2 ON SHEET 13) 6' MAX. Of (MAX.) EXISTING LEDGE (ANY MATERIAL) (SEE SCHEDULE #3 ON SHEET 14) POURED CONCRETE, GROUT FILLED BLOCK OR HOLLOW BLOCK REVD 02015 nLTECO INC. � IIL EC O mc. AT TESTING k ENGINEERING CGMI N.W. ]6N. Sf. R .. - VIRGINIA f✓JOf % R. PM1one : (3aS) 571-1= , Fa, 1 (wa) "I -IN e-mail: Ulteco®aol.wnn EB-0006719 WALTER A TIWT Jc, P.E. FlORIDA Ile_ 4 441A7 PANEL MAX. PANEL SPAN (SEE SCHEDULE g1 ON SHEET 13) Lsi,regg;1qlg Cd-• o�: •f •-• r •r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GPP FABRIC SHUTTER — SERIES 2000 AN'`' DRAWN BY GLOBAL PROTECTION PRODUCTS, LLC. 0315 DATE 'ANY 4800 S.W. 51 STREET isles DAME, FL 33314 5—D2D 1 PHONE: (954)689-7545, FAX: (954)689-8797 I eia Imo• w oI i; DRAWING IT t m n-aa a+A1z/ts a SHEET 12 OF 15 E SCHEDULE # 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL SPAN & MAXIMUM & MINIMUM PANEL WIDTH FOR OVERLAPPED MAXIMUM FOR SINGLE PANELS MULTIPLE PANELS IMPACT A.S.D. DESIGN MAXIMUM RESISTANCE PRESSURE PANELMAXIMUM SPAN MISSILE TYPE & APPLICABLE TO MAXIMUM & APPLICABLE TO RATING MINIMUM SECTIONS & ANY MINIMUM SECTIONS & ANY &SPEED (p.s.f.) PANEL WIDTH PANEL WIDTH (ft } COMBINATION OF (ft) COMBINATION THEM OF THEM MAX. MIN. MAX. MIN. 60.00 ORLESS 12'- 7 °' 12'-0"t 2'-4" A`A, A - -F 12'-0"t 2'-4" G-G D- D,E -E&F &F - 75.00 ORLESS 8'-7" 12'-ovit 1'-0" A-AA!-A',B-B,D-D, 12'-Off 1- 2'-4" G-G&I-I TYPED 50ft/sec. E-E,F-F&M-M 75.00 OR LESS 6 ' - 7 " 12' - 0" 'I- 2' - 4" K - K - - - 1- USE MAXIMUM PANEL WIDTH OF 6'-6" FOR INSTALLATIONS WITHIN WIND ZONE 4, AS DEFINED BY SECTION 6.2.2.4 OF ASTM E 1996 STANDARD. SCHEDULE # 2 MINIMUM SEPARATION TO GLASS .FOR SINGLE & OVERLAPPED MULTIPLE PANEL REQUIRED MIN. MAXIMUM SEPARATION TO A.S.D. DESIGN MAXIMUM GLASS MEASURED TO PRESSURE PANEL BACK OF FABRIC (in) SPAN RATING (p.S.f.)1 (ft.} WIND ZONES ENE THRU 3 x 4 x 60.0 OR LESS 12 ' - 7 " I" A 34 1 /2 " 75.0 OR LESS 8 ' - 7 " 1" a 28 5/8 " 75.0 OR LESS 6 ' - 7 " 1" © 15 3/8 " A MINIMUM SEPARATION TO GLASS MAY BE REDUCED TO 1/4" ONLY FOR INSTALLATION W/ 8'-0" PANEL SPAN AND FOR INSTALLATION INTO WOOD FRAME BUILDING. x PER ASTM E 1996 STANDARD W/ A BASIC WIND SPEED IN EXCESS OF 176 M.P.H. FLORIDA BUILDING CODE Hurricane SCHEDULE # 3 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR SINGLE PANELS DIRECT MOUNT OR WALL MOUNT WJ STUDDED ANGLE FLOOR/CEILING MOUNT WJ STUDDED ANGLE I II 12 a S71610 ELCO 5/16'o ELCO 1/4a ELCO ULTRACON ANCHOR 5/16'0 ITW BWLDEX TAPCON XL ANCHOR ULTRACON ULTRACON MAXIMUM ANCHOR ANCHOR MAXIMUM APPLICABLETO A.S.D. DESIGN TOGROUTFdlE TOGROUTNLLE PANEL SEC•TIOMS&ANY PRESSURE TOCONCRETE TO HOLLOW BLOCK TOWOOD TOCONCRETE TOHOLLOWBLOCK TO WOOD TO WOOD SPAN COMBINATION OF BLOCK MOCK THEM WIMN REO'D. WIMN REDD. W/MKREDD WIMNREOD. WIMNREOD. WI&W4.ASDD. WIMNREQD. W/MNREQD. WIMINREQD. (k.) Pc=2700 p.&L fm=1924 ps.L fin =1924 p.s.L 0=0.55 fc=2899p.s.l. Pm=1872ps1 fm=1872ps.L 0=0.55 G=0.55 1814'embedment 1lie embedment 11/4'embedment 1"Thread. Penet 21/4-embedment 21/4'embedmem 1IN embedment 1"Thread. Penet. 2°ThreWd. Penet 31/5' E.D. 2IQ* ED. 2 12' E.D. 2" E.D. 31/8• E.D. 4" E.D. VIED. 310 E.D. 3 10E.D. 30.00 ORLESS 7" 5112 4In" 212" B. 8' 7° 5' B" 5° 4" N/A 2' e" 8• 5° 3112' 7In. 12'. 7" B-BID-D(TOP) 30.00-46.00 1 & F-F 45.DO-60.00 4" NIA NIA IIn' 712° 7112' 4" 3' 0. 37.50 ORLESS 7" 5" 412" 2In' 8' 8" 7' 4In' 8' 9T50-5625 5" WA WA 2" B' 8" 5- 3In' 7" B'•7" B-B&M-M 56.25 -76.00 4" WA WA 112" 712' 712' 4" 3' 512" 37.50 ORLESS 8" 8" 8" 512' 8' 8• 8" 8" B" B-B,D-D(TOP] 37.50-56.25 8" 8" 6- 4" 8" 8' 9° 7• 8" 6'. 7" F-FM-M & K-K 56.25-75.00 7112" 6" 47/2' 3° 8° 8" 612' 612' 8° J Jl K KI MAXIMUM 114'e ELCO PANELRATE PRO lWo ELCO FEMALE ID PANELMATE V4'e ALLPOINT SOUDSET IlTo ELGO PANELMATE•L" INSERT APPUGABM A.S.D. MAXIMUM TO SECTIONS DESIGN TOCONCREfE IOHOLLGWB00(OR TO WOOD TOCONCREIE T41gLLGYl &OG(OR To WOOD TOCONCREIE TONOLLOW TOC9IGRFIE TO GROUTFLLE TOHOILAWMOGK PANEL SPAN &ANY PRESSURE Cfl01RFILLIDAOCK Gf FLLMSLXK BLOCK BLOCK (k) COMBINATION RATING(P.a.L) WIMNREDO. WIMN.REO7L W/kN.REQD. W/YN.REOD. W/MN.RE'O. WIMUREOD. WIMNREDD W/MN.RVID. WIMUREGO WfMRREva W/MFLKQD. OFTHEM fd=3150 psi. fm=2P11 P.zi. G=0.55 Pc=3350ps.1. fm=2Wl p.s.1. G=0.55 fc=3DOOP%L fm=18Dp.sl. fc=2D71p.si. fm=2676p.s.i. fm=1794p.&L 2'anbddment 1714°embednart 17/VThmd.Pm9 I314"mnbedmerd 11lVembedmem 17/rlkWdPmet 7I8"embedment 7/W=bedment 15W=hedmeld I I14•embe&nmt I iWambWmart 212"E.D. S'ED. 314'E.D. I 210E.D. SE.D. 314'E.D. 31ED. 3"E.D. CE.D. 31I2ED. 310E.O. 30.00 ORD=SS 8" 5' 7• 7" NW 7° 8" bin a' 8" 8• A-AB-B, 30.OD-45.00 B12' WA S. 5" NM S. 612, 41/2' 7' 8' 6112° 12'•7° D-D(TOP) 45DD-60.00 5" WA 4° NIA WA 4" 5' 3112' 5112' 412• 412" &F-F 37.50 ORLESS 8" 412° 6112- ain. WA 812° 8• 8° 8" 8° 8" 612' WA 5' 412' N/A 5' 8' 412° 7" 5112' 5112' 8'. 7° A B, 37 .S0-56.25 M- & M 56.25-7500 5' WA 4• NIA' NIA 4• 5' 3112" 5112' 4112° 4112- 3750 ORLESS 8• 6' 0' B" 712' 8" 8" B• 8' a. A -A. B-B, 37.50-5825 B. 812' B. 8" 5112- 8' 8" 8' 8' 8' 8' 6'•7' F-$M-M F-FM 5625-75.00I a- 6° 8' 712' 4- 8" 8" 612' 8' 8• 8' & K-K O M M1 N P IWO ELCO lWo ELGO 1210 POWER CALK -IN 318"0 ELCO MODIFIED CONFLFX 5I16'0 ELCO HANGERMATE HANGERMATE FPS -LOCK HD ANCHOR MAXIMUM MAXIMUM APPLICABLE TO A.S.D. DESIGN TO GROUTfMID TO 18GAGE TO HOLLOW PANEL SECTIONS &ANY PRESSURE ToroNCRETE TOHOLLOMMOCK TOCONCRE15 TOHOLLOWBLOCK TO A38 STEEL TO CaJCREIE SPAN COMBINATION OF BLOCK STEEL BLOCK THEM RATING(p.s,1.) W/MN.REQD. K WIMREOO. tWMKREO'D. W/NNREOD WIMNREID WIMN.REDD. WIMWRECD. W/MKREOD. W/MKREUD. (ft.) Pc=Isla ps.i. I'm P-ai, fm=2400 Ps.L Pc=3650p.al, fln=1872 p.SL 1$'OIL (A36) 30 k.s.i. fc=3000p.s.l. Pm=1500p.&i. 21nIwbedmwt I3/4'.mbedme.t 111V embedment 2'embedmen1 IIN' enbedrnnT IIVTb.2ded 1/e'Threaded 112•embedmd IV?embedmd 3 3(4' E0. 2IM' E.D. 212" E.D. 31$' E.O. 311W E.D. 13/4' E.D. 13/4" E.D. 6° E.D. 6' E.D. 30.00 OR LESS 6• 812" 5" 8° 512 8" 8' 8' 8• A -A, R.R, 3000-45.00 8' 472" 312' 8° NIA 8" 0' 8° 612" 12'-7" B-BD-D(TOF. 45.00 -6D.OD 8' 4" 212° 012" NIA 7" 7° 8' 5• B-B & F-F s7.50 OR LESS B" 8" 5" 6" 5' 8" 8' 8" A-A,.B-B 37.50-Sam 8' 4In" 312° 8" NIA 8• 8" 8" 612" 8'•7" & M-M 58.25-75.00 8" 312• 3' 812' NIA 7' 7" 8" 5" 37.50 OR LE55 8' 8" 8' a' 8" 8•• 8" 8" 8" A-XN-A, r B-B,D-D(TaP), 37.50-5&25 8' 8" fi' 8' 7" 8' B' g^ g•• 6'- 7" B•B, F-P, M•M 66.25.75.00 8- 7' 1 412- 8' 512" 18" 8" 8" 8" & K-K I II MAXIMUM 1/4"m ELCO ULTRACON ANCHOR 5/16'0 ITW SUILDEX TAPCON XL ANCHOR APPCTIONS& A.S.D. MAXIMUM PANEL SECANY DESIGN . PRESSURE TOCONCRIFE TO (9LOUTFdlm TO HOLLOW MOCK TO V4YIOD 70 CONOREDi O GROUT IED Toe TO HOLLOW BLOCK SPAN ANY BLOCK 6LOCX (k) OOMBINATI011 RATING WINIAREOD. WIMN REDO. WIMKREQD. W/MUREOV. WIMNREOTL W1hN. REOD. WIMNREOD. OFTHEM Pe=2700 p.91 fm=1924Os.L Pm=1924Ps.L G=0,66 Pc=28e9Pz1 Pm=1872 Ps.i. Pm-1872Ps.1. 1 3/4" ertibedment 1 1/4° embedment 1 1/4" embedment 1' Thread. Penet 2114' eiohedmenl 21/4• emhedmert 1 t/4' embednmt a Iff E.D. 212"E0. tin E.D. 2'E.D. 3118'E.D. 4•E.D, 4'E.D. 30.Oq ORIE55 712• 7" WA 4" 8• 8" 5° C-C, 30.00 -45DO 51I4° 5• WA 3" 8" B" N/A 12'-7" D-D810TfOM1 & F'-F' 45.00 -60.00 1 4' N/A WA 212° 712" 8" NIA 12 13 5/16B ELCO 5116"o ELCO MAXIMUM A.S.D. ULTRACON ULTRACON MAXIMUM APPLICABLETO ANCHOR ANCHOR SECTIONS& DESIGN PANEL ANY PRESSURE TD WOOD TOWOOD SPAN RATING (k-) COMBINATION W/MNREOD. WIMKREDD. OFTHEM 0=0.55 G=0.65 1' Thread_ Penet 2" Thread. Penet 310 E.D. 3118" E.D. 30D0 ORLESS 512' 8' 12'. 7" C-C, D-DL60TT(M) & F'-F' 1 3200-45AD 47 8• 45.00 -BO.OD 1 3' 1 012' MAXIMUM 114'W ALL POINT SOUDSET A.S.D. DESIGN PRESSURE TOCONCREIE TOH UJOWIAI RATING W/MN. READ. WIMPI.RMI KI P UTO ELOO PANELMATE V' INSERT ln"a POWER CALK -IN ANCHOR TO CONCRETE TOGRDUT FTlE TOHOLLCWnLoM TOCOWME TOHOU.D M(XCK OLOCK fc=3000p.s.L Pm=1800ps.1. Pc=2D71p.s,L Ton =2876 P.s.i. Pm=1794 ps.i. Pc=3000 Ps.t fm=1501 7W embedment 7/8' embedment 15/8" embedment 1 114" embedment 1 114' embedment 1 12' elnbemmot I I/7 amb 3" E.D. 3• E.D. C E.D. 3 VT E.D. 31/2' E.D. W E.D. T E.1 30DO ORLESS a• am" 8' 7' 7' 6" 8" 30.00 -45.00 6112 412" 7• 45D0-B0.00 5" 312" Sin. 4'1 4" 8° WA NOTE: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH MATERIAL. pl`!%. 197 "7.I a12O15 DLTECO■IN_ER A / IILIEC O mc. d Z�'•'- TILUT TESTING h ENGINEERING COMP. N. [y o 6155 N.W. Me.(s1, SIe. I , FMMMNA : (05) 371S, R. Plwm = (]e- ail: fil , FM : ol-c 6]t-1531 (� . •''i. � 50^ e-mail: ti 0067 Daol.crom EB-0008719 :virrla&t3AAi3'c WALTER A DWT Jr.. RE MAXIMUM •,SECTIONS& PANEL ANY SPAN COMBINATION (R) OFTHEM C-C, 7" D-DIBOTTav,) At F'-F' 1DA BUILDING CODE (Non High Velocity Hurricane Zone) GPP FABRIC SHUTTER - SERIES 2000 F.R.L. DRAWN BY GLOBAL PROTECTION PRODUCTS, LLC. 03"2/15 DATE 4800 S.W. 51 STREET DAME, FL 33314 15-020 PHONE (954)689-7545, FAX: (954)689-8797 W W w Iwl mSCAntntl aas DRAWING N' I I SHEET 14 OF 15 2 1 1 4 SCHEDULE # 3A MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR OVERLAPPED MULTIPLE PANELS: DIRECT MOUNT J Jl MAXIMUM 114"0 ELCO PANELMATE PRO 1/4"d ELCO FEMALE ID PANELMATE A.S.D. MAXIMUM APPLICABLE TO PANEL SECTIONS&ANY TO CONCRETE TOHOLLOWBLOCKOR TO WOOD TO CONCRETE TO HOLLOW BLOCK OR TOWOOD DESIGN SPAN COMBINATION OF PRESSURE GROLIT FILLED BLOCK GRWT FILLED BLOCK (ft.) THEM WIMIRREO'D. WIMINREgD. W/MIN.REO'D. W1MIN.REQ'D. WIMM. REgD. W1MW.REgD. RATING(p.s.f) Pe - 3350 p.s.i. Pm = 2071 p.s.L G = 0.55 Pc = 3350 p.&L Pm = 2071 p.s-T- G = 0.55 2" embedment 1 114" embedment 1 7/8" Thread, Pent 1 314" embedment 1 1!4" embedment 1 718' Tbresd PemL 2112' E.D. 3" E.D- 3A" E.D. 21/2" E.D. 3 E.D. 3/4' E.D. 30.00 OR LESS 8" 4112" 7" 6112" WA 7" 12'. 7" G-O 30.00-45.00 61/2' WA 5" 5" WA S. 45,00 - 60.00 51/2 " NIA 41P2 " 4" WA 4112' 37.50 OR LESS 5' WA 312 " WA WA 31/2 " 8 ' . 7" 1-1 37.50 - 58.25 WA NIA 2 12 " N/A WA 2112 " 5625 - 75,00 WA WA 212 " NIA WA 212 " K Kl MAXIMUM 1I4"OALL POINT SOLID -SET 1/2''oELCO PANELMATE"L'INSERT A.S.D. MAXIMUM APPLICABLE TO DESIGN PANEL SECTIONS&ANY TO HOLLOW TOG LLED PRESSURE TO CONCRETE TO CONCRETE TO HOLLOW BLOCK SPAN COMBINATION OF BLOCK 13LOCK RATING (ft.) THEM WIMINREUD. W/MIN.REgD. W1MN.REO'D. Wl MM.RRMD. WIMIN.REOD. (p.s.f.) Pc = 3000 p.s.i. Pm = 1 WO ps1 Pc = 2071 p-s.l. Pm = 2676 p.Ai. Pm =1794 p.s.T. 718" embedment 7/8" embedment 1 518" embedment i 1/4' embedment 1 114" embedment 3" E.Q. 3" E.D. 4" E.D. 312" E.D. 3112° E.D. 30.00 ORLESS 8' S. 8" 8" 0' 12'- 7" G-G 30.00 -45.00 6" 4112" 7- 512" 51/2' 45.00 - 60.00 5' 3 1/2' 51/2 " 4 1/2 " 41l2 " 37.50 ORLESS 412' 31/2" 5" 41/2" 4112' 8'. 7" 1-1 37.50 -56.25 312' NIA 4- 3112" 31l2' 56.25 - 75.00 3 " NIA 3112 " 3. NIA O N1 P 12"0 POWER CALK -IN 31&'o ELCO MODIFIED CONFLEX 5fl&'O ELCO HANGERMATE ANCHOR ANCHOR MAXIMUM A.S.D. APPLICABLETO DESIGN TO GROUT TO HOLLOW TOCONCRETE TO HOLLOW TO CONCRETE TO HOLLOW TO CONCRETEBLOCK P��- SECTIONS & ANY PRESSURE FILLED BLOCK BLOCK BLOCK - SPAN RATING(p.s-f-) W/MIN.REO'D. W1 MIN. RB7D. WI MN. READ. WIMIN.REOD. W/MW.REQ'D. W/MN.REQD. WIMIN.REOU_ (ft.) COMBINATION OFTHEM Pc=1819p.s.1, ftn=240Dp.&L fm=2400 ps,i. fc=3650p.s.i. fm=1872p.s.i. fc=3000p.s.i. Pm=15D0p.s-i, 21/2' embedment 13/4' embedment 1 1/4' embedment 2' embedment 1 114' embedment 1 12' embedment 1 112' embedment 3 3I4" ED. 212' ED. 21I2' ED. 3118' ED. 3118' ED. 6' ED. 6' ED. 30.00 OR LESS 8" 612' 41/2" 8" 51/2" 8" 8" 30.00-45.00 8" 412" 3112" S. WA 8" 6112' 12'-7" G-G 45.00-60.00 8' 4" 2112" 7' WA S. 51/2' 3750 ORLESS 8" 312' 3' 812" WA 8" 5" 37.50 -56.25 8" 212" 2112" 5" WA 7" WA B'- 7- I-L 56.25 - 75.00 8" 2 112 ' WA WA WA S. WA NOTE: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH MATERIAL. FLORIDA BUILDING CODE (Non Hiqh Velocity Hurricane