"-20 MLE PNELMTE W/ WINGNUT -1/2" O.C. "-20 X 1/2" MCHINE OLT & NUT -1/2" O.C 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC 8/14/1 Y DTE SPCING ERROR OR MSONRY POWERS CLK-IN W/ "-20 SIDEWLK OLT -1/2" O.C. SHEET FOR "-20 TRCK OLT W/ WINGNUT -1/2" O.C. "-20 WINGNUT -1/2" O.C. "-20 X 1/2" MCHINE OLT & NUT -1/2" O.C "-20 TRCK OLT W/ WINGNUT -1/2" O.C. 120 MIN ST. NE. UNIT 1 PLM Y, FL 2905 VERTICL SECTIONS DRWN Y: 05/0/1 Florida P.E. No. 4952 2 "-20 TRCK OLT W/ WINGNUT -1/2" O.C. "-20 TRCK OLT W/ WINGNUT -1/2" O.C. P.O. ox 5205 Longwood, FL 252-05 FPE Cert. of uthorization NO. 2595 "-20 MLE PNELMTE W/ WINGNUT -1/2" O.C. SCHEDULE SHEET
"-20 TRCK OLT W/ WINGNUT -1/2" O.C. EDMENT INTO IN CCORDNCE WITH THIS DRWING STND-F MDE 1/8" LUMINUM PIPE, 6061-T6 (.269 ID X.405 OD) OR ROUND STRUCTURL STEEL TUING, PINTED (/16" OD W/.065" THICK WLL) NON-STRUCTURL FINISH MTERIL (RICK, WOOD, STUCCO, STYROM OR OTHER) IN RICK USE MORTR JOINTS WHERE POSSILE 2" MX. 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC 8/14/1 SPCING ERROR DTE Y. "-20 WINGNUT -1/2" O.C. EDMENT INTO IN CCORDNCE WITH THIS DRWING WOOD RO TRUSS OR FRMING MER SHLL E PERPENDICULR TO PNEL FCE /8" EQ. 2" MX. /8" EQ. "-20 TRCK OLT W/ WINGNUT -1/2" O.C. NOTE: STND-F MDE WOOD, STINLESS STEEL WSHERS OR PVC PIPE MY E SUSITUTED FOR LUMINUM OR STEEL PIPE () " LG OLTS 24" O.C. 120 MIN ST. NE. UNIT 1 PLM Y, FL 2905 VERTICL SECTIONS DRWN Y: 05/0/1 Florida P.E. No. 4952 STUCCO FINISH OR PLYWOOD SFIT " X " CONT. LUM. PLTE. EXTEND PLTE TO NEXT TRUSS IF HEDER ENDS MORE THN " EYOND LST TRUSS #14 X /4" TEK SCREW ETWEEN TRUSSES P.O. ox 5205 Longwood, FL 252-05 FPE Cert. of uthorization NO. 2595 SCHEDULE SHEET
"-20 X 1/2" MCHINE OLT & NUT -1/2" O.C "-20 WINGNUT -1/2" O.C. "-20 TRCK OLT W/ WINGNUT -1/2" O.C. 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC 8/14/1 SPCING ERROR Y DTE. "-20 WINGNUT -1/2" O.C. "-20 SIDEWLK OLT W/ "-20 WINGNUT T MIDSPN PNEL 120 MIN ST. NE. UNIT 1 PLM Y, FL 2905 VERTICL & HORIZONTL SECTIONS DRWN Y: 05/0/1 4 Florida P.E. No. 4952 SCHEDULE SHEET P.O. ox 5205 Longwood, FL 252-05 FPE Cert. of uthorization NO. 2595
120 MIN ST. NE. UNIT 1 PLM Y, FL 2905 COMPONENTS DRWN Y: 05/0/1 5 UPDTE TO 5TH EDITION (2014) FC 04/0/15 JH SPCING ERROR 8/14/1 DTE Y Florida P.E. No. 4952 1/8" MIN. LL STUDS "-20 (TYP NGLES STUDDED IN SHORT LEG ONLY " MIN. LL THESE NGLES MY E STUDDED -20 X /4" 18-8 STINLESS STEEL KNURLED STUDS -1/2" O.C. MY E INSTLLED IN ERSE DIRECTION P.O. ox 5205 Longwood, FL 252-05 FPE Cert. of uthorization NO. 2595 OPTIONL LEG NCHOR MOUNTING HOLES LOCTED ON EITHER HORIZONTL OR VERTICL LEG, SEE MFG. DETILS
PNEL DP TLE NOTES: 1. ENTER PNEL DP TLE WITH POSITIVE ND NEGTIVE DESIGN LOD TO DETERMINE MX. LENGTH. POSITIVE LODS LESS THN NEGTIVE LODS RE CCEPTLE. 2. FOR DESIGN LODS ETWEEN TULTED VLUES, USE NEXT HIGHER LOD OR LINER INTERPOLTION TO DETERMINE LLOWLE DESIGN PRESSURE SED ON INSTLLED PNEL LENGTH. SEPRTION - WIND ZONES 1, 2, ND 4 NOT INCLUDING THE HIGH VELOCITY HURRICNE ZONE (HVHZ) 1. REQUIRED (MNDTORY) SEPRTION : 1.1. PER STM E1996-02 UNDER WHICH THIS PRODUCT WS TESTED ND PPROVED IN THIS PRODUCT PPROVL DOCUMENT ND IN CCORDNCE WITH THE CURRENT EDITION FLORID UILDING CODE, ONLY POROUS SHUTTER SSLIES REQUIRE SEPRTION THE SHUTTER SSLY FROM THE FENESTRTION UNIT. 1.2. THIS PRODUCT IS NON-POROUS SHUTTER SSLY. THEREFORE SEPRTION IS NOT REQUIRED Y STM E1996-02 S DOPTED Y THE CURRENT EDITION FLORID UILDING CODE. 1.. THE MNUFCTURER RECOMMENDS THE USER MINTIN NON-MNDTORY MINIMUM 1 INCH SEPRTION. 1.4. SEE ITEM 2 ELOW FOR NON-MNDTORY SEPRTION THT MY E EMPLOYED FOR WIND ZONES 1, 2, ND 4 NOT INCLUDING THE HIGH VELOCITY HURRICNE ZONE (HVHZ). 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC DTE Y PNEL DP SCHEDULE ND SEPRTION SCHEDULE 05/0/1 8/14/1 SPCING ERROR 2. NON-MNDTORY SEPRTION DERIVED FROM STM E1996-09: 2.1. THIS PRODUCT IS NOT TESTED OR PPROVED FOR STM E1996-09, THEREFORE THE FOLLOWING IS FOR GUIDNCE ONLY ND IS NON-MNDTORY TO THIS PPROVL. 2.1.1. THIS PRODUCT WS TESTED FOR WIND ZONES 1 THROUGH 4, MISSILE LEVEL D. 2.1.2. FOR NON ESSENTIL FCILITIES (I.E. SIC PROTECTION), SEPRTION THE SHUTTER SSLY FROM THE FENESTRTION UNIT IS NOT REQUIRED. 2.1.2.1. THE MNUFCTURER RECOMMENDS THE USER MINTIN NON-MNDTORY MINIMUM 1 INCH SEPRTION. 2.1.. FOR ESSENTIL FCILITIES, SEPRTION THE SHUTTER SSLY FROM THE FENESTRTION UNIT IS REQUIRED FOR THE FOLLOWING. 2.1..1. FOR SSLY HEIGHTS < 0 FT. IN WIND ZONES 1 ND 2, THE SEPRTION TLE ELOW CN E USED. 2.1..2. FOR SSLY HEIGHTS < 0 FT. IN WIND ZONES ND 4, THIS PRODUCT DOES NOT MEET STM E1996-09. 2.1... FOR SSLY HEIGHTS > 0 FT. IN WIND ZONES 1 THROUGH 4, THE SEPRTION TLE ELOW CN E USED. 2.2. SEE SEPRTION TLE ELOW FOR NON-MNDTORY SEPRTION THT MY E EMPLOYED. SEPRTION - HIGH VELOCITY HURRICNE ZONE (HVHZ) 1. PER THE CURRENT EDITION FLORID UILDING CODE, CHPTER 24 ND THE CURRENT EDITION FLORID RESIDENTIL CODE, CHPTER 44, THE STORM SHUTTER SHLL E DESIGNED ND CONSTRUCTED TO INSURE MINIMUM 1 INCH (25 MM) SEPRTION T MXIMUM DEFLECTION. 2. THE SEPRTION TLE ELOW SHLL E USED TO SCERTIN MINIMUM SEPRTION IS MINTINED MEETING THESE. 120 MIN ST. NE. UNIT 1 PLM Y, FL 2905 DRWN Y: 6 Florida P.E. No. 4952 P.O. ox 5205 Longwood, FL 252-05 FPE Cert. of uthorization NO. 2595 NOTE FOR SEPRTION TLE: 1. THIS TLE'S SEPRTION DISTNCE ENVELOPE THT REQUIRED Y STM E1996 ND THE CURRENT EDITION FLORID UILDING CODE, CHPTER 24 ND THE CURRENT EDITION FLORID RESIDENTIL CODE, CHPTER 44.
FSTENER TYPE LG SCREW TPCON SG SMMYS SHUTTER SCREWS FEMLE ELCO PNELMTE ELCO PNELMTE PLUS TYPE S-P-F SUSTRTE STRENGTH MINIMUM EDMENT " DI. WOOD SCREW MINIMUM MIN. SPCING ETWEEN FSTENERS DIMETER S-P-F SG = 0.42 1 /8 1 1 S-P-F SG = 0.42 1 1/2 /4 S-P-F SG = 0.42 1 1/2 /4 S-P-F SG = 0.42 1 /8 /4 SG = 0.42 ELCO CRETE-FLEX SS4 ITW TPCON (CS) CONCRETE CONCRETE 50 PSI 2000 PSI 1 /4 1 /4 1 /4 2 ITW TPCON (SS) (SCOTS) CONCRETE 000 PSI 1 /4 ELCO TPCON CONCRETE 200 PSI 1 /4 1 4 POWERS TPPER CONCRETE 2000 PSI 1 /4 4 ELCO PNELMTE PLUS CONCRETE 50 PSI 1 /4 Ω POWERS CLK-IN CONCRETE 2000 PSI /8 2 1 TPCON SG CONCRETE 295 PSI 1 /4 1 SMMYS SHUTTER SCREWS CONCRETE 295 PSI 2 1 TPCON SG SMMYS SHUTTER SCREWS POWERS CLK-IN 1 /8 " DI. CONCRETE SCREW IN CONCRETE / MSONRY " DI. CONCRETE SCREW IN CMU HOLLOW CMU HOLLOW CMU HOLLOW 1500 1500 1500 C90 /4 1 1 1 1 1 1 /8 " DI. CONCRETE SCREW IN CMU GROUT FILLED SMMYS SHUTTER SCREWS CMU GROUT FILLED 2000 1 TPCON SG CMU GROUT FILLED 2000 1 /4 1 HNDLE OLTED IN PLCE WITH #8 OLT ND UT -20 WSHER WINGNUTS ON CENTER (O.C.) SPCING NCHOR SCHEDULE OVE FOR USE WITH WOOD, CONCRETE OR MSONRY SUSTRTE NCHORGE. TTCHMENT SHUTTERS TO UILD-OUT COMPONENTS OR DIRECTLY TO SUSTRTE SHLL E S SHOWN ON SHEETS 2, ND 4 T -1/2" ON CENTER. 8 8-20 X /4" KNURLED STUDS WITH WSHER WINGNUT OR -20 SIDEWLK OLTS WITH POWERS CLK-IN FOR DIRECT MOUNT 120 MIN ST. NE. UNIT 1 PLM Y, FL 2905 NCHOR SCHEDULE ND EGRESS SHUTTER SSLY 04/0/15 JH UPDTE TO 5TH EDITION (2014) FC DRWN Y: 05/0/1 8/14/1 SPCING ERROR Florida P.E. No. 4952 Y DTE 2" X 8" MX. X 1/8" LUMINUM NGLE OR DIRECT MOUNT PNEL NOTCHED T OTTOM TO PSS OVER STUD ND WINGNUT OR SIDEWLK OLT T SILL - ECH SIDE -20 OLT WITH LOCKNUT 5-1/2" TO -1/2" FROM TOP & OTTOM ON ECH SIDE P.O. ox 5205 Longwood, FL 252-05 FPE Cert. of uthorization NO. 2595