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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION A� SCANNED 2300 Virginia Avenue B� f Fort Pierce, FL 34982 st, �1-4cie County 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: 7%a?l AI�XA-40 OW Ae r6C 1— Z 4-1,Cl `/ c"/&t! 2. PARCEL ID NUMBER: ��o��'O a,/ — ©dJ�3 ",aei� "D 3. DESCRIPTION OF PROJECT: 4. TYPE OF STRUCTURE: SFR: _X, MOBILE HOME 5. OWNERnS INFORMA�TII'O'N 6 NAME: ✓ ��%%� V/i ®�y.Jpe �/��// ADDRESS: /17,81 WE- �0��1/ 1,�V CITYr61RrCp ` . &916 STATE: /- ZIP C0Dt.YXXF-d -Idd J99NE: -,Msg EMAIL: DV/��'/ yA�OD eon OTHER: CONTRACTOR'S INFORMATION / FL REGISTRATION/CERT #: dt/��/ ✓ ���/ COUNTY CERT #: y� G _ BUSINESS NAME: W i014-?// �-L� �� e"-f PHONE NUMBER: EMAIL: Type of Surface attachment: Wood Frame Concretey Masonry PRODUCT .TYPE PRODUCT DESIGN PRESSURE „ PRODUCT APPROVAL# REMOVABLE; PANELS, _ ACCORDION 4 Q L 5 ROLL -UP t _ O L 5' `FABRIC OTHER Other 1 I ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. r 7. VALUE OF CONSTRUCTION: $ 8, aed , PERMIT FEE OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. V1A1712Zv;1f �UGs/os PRINT NAME OF OWNER OR CONTRACTORIQUALIFIER SIG ATURE F ER OR C TRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OFL�C ACKNOWLEDGED BEFORE ME THI1�3 DAY O Q�Y, > ER�ONALLY KNOWN TO ME a O HAS PRODU ED L-. l A4"h�3s1zC `- SIGNATURE O OTARY TYPE OR PR A E OF N TARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMUR NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RE YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN %, {b; Q NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. L4N MUFF SO SLCPDSD Revised 4/10/2012 JC ,, A Qond d rhtiR � ryP� 12G �� 0 . O tp OD ;V "pl �� .. o , ....Qp pt0 .. � y fD Q , , CO - OD W CO O1 .P CJ1 .A: .p V V V CT W OD W ,AA ? '•P CA•P W A W -'W CO A CO OD' , A •P � •P V .V V O- V —4 � �® X,' X X :X X X, X X O O'' w W :6VO W W W, N, X X> X X .'X `X X, X X. N W ; U�1 (�O CWO ' V � ` v„ X ' W . X N � �.. • � , . Cl C) N —& —L s O CO OD V C> (A In _ ZO Mrs. Houdeshell - ANCFQ 3 'Z307 &L Uit34 H `�- Stuart. FL 3495E i I�URRis 1�E Cn o N � 7721 Wexford Way Ph.772.2ZO-72DU z IV O Fox. 772.220,1251 0 m m Port St Lucie FI 34986 �� � W r '"�.•,�.�E O www.advanardhurticanepro.wm Florida Building Code Online r Page 1 of 2 F% d" Depart lent'° BCIS Home i Log In User Registration Hot Topics Submit Surcharg Stats a Publications IBC Staff ; BCIS Site Map Links Search Busines i N ' Pro�essi al ProductEbiApproval ,USER: : '., c User Regulation d �" Product Approval Menu > Product or Application Search > Application Idst > Application Detail FL # FL12549-R4 Application Type Revision f Code Version 2010 Application Status Approved Comments Archived E3, Product Manufacturer Impact Technology, Inc. Address/Phone/Email 7860 West 25 Avenue Hialeah, FL 33016 (305)773-0020 lmpacttechnologylnc@yahoo.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r; Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2014 Validated By Vladimir Knezevich Validation Checklist -Hardcopy Received Certificate of Independence FL12549 R4 COI Cert Indeo.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect f ;12549,_R4,_, F,g a iv._Fq uiv„_,§td,pclf Sections from the Code lilt"•//ananxr flr%ririnlhnilrlinrr nrcr/nr/nr an" rltl 19/11 /1)Al I Florida Building Code Online r Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/24/2012 Date Validated 02/24/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for ofFlcial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FON tCheit: M �:GUttly iia`41tt1:5` -: a 1•.f+...//.......:, �1 ..«:.i..l....a.7:....� ,...,../�../�.. ..__..L.1------- rL'—_� A A I _nr T_TT I I1n � J ^ ACCORDION SHUTTER WITH ALUMINUM OR POLYCARBONATE BLADES ALLOWABLE SPAN SCHEDULE WIDTH UNLIMITED TOP MOUNT 'MOUNTING AS REQ'D SECTIONS w N z I 5 M s a LOUT L_ `ACCORDION BLADES MAY BE A. REQlDm ALUMINUM, POLYCARSONATE, OR A COMBINATION OF BOTH TYPICAL ELEVATION 1 N.T.S. EXTERIOR ELEV 10RIZ SECT. MAXIMUM ALLOWABLE DESIGN PRESSURES SLAT SPAN STANDARD BLADES ONLY LIGHTWEIGHT BLADES OR LIGHTAMNOO BLADEDE COMBINATION' WINDOWBLADESOR STANDARD/ WINDOW BLADE COMBINATION• SHUTTER WITH STANDARD BLADES AND ONE SINGLE WINDOW BLADE•' 72" +152.5 PSF -152.5 PSFMPSF- +9�PSF- +42.4 PSF .82.4 PSF ".. +117.8 PSF -117.6 PSF +9 +42A PSF -62.4 PSF 108, +100.6 PSF -100.6 PSF +9 +42.4 PSF -62A PSF 12V 161.2 PSF -70.2 PSF +42A PSF +424 PSF -62.4 PSF -62A PSF 144' +42.4 PSF -824 PSF 162" +25.5 PSF .41.6 PSF +25.5 PSF -41.6 PSF SPAN SCHEDULE NOTES: 1. PRESSURES SHOWN IN "ALLOWABLE SPAN SCHEDULE" ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2. APPLICABLE FOR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3. ** ONLY APPLICABLE FOR INTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT, AND THE REMAINDER OF BLADES STANDARD. MINIMUM GLASS SEPARATION LIGHTWEIGHT OR WINDOW BLADES OR STANDARD/ SHUTTER WITH STANDARD BLADES AND STANDARD BLADES ONLY HTNAN OW LA LIGHTWCOMBINATION' BLADE WINDOW BLADE COMBINATION' ONE SINGLE WINDOW BLADE - SPAN LESS THAN: INSTALLATIONS 30' INSTALLATIONS INSTALLATIONS 30' INSTALLATIONS INSTALLATIONS 30' INSTALLATIONS INSTALLATIONS 30' STAL INLATIDNS ABOVE GRADE OR MORE THAN 30' ABOVE GRADE OR MORE THAN 30' ABOVE GRADE OR MORE THAN 30' ABOVE GRADE OR MORE THAN 3V LESS ABOVE GRADE LESS ABOVE GRADE LESS ABOVE GRADE LESS ABOVEGRAOE 72" 1.88" 1.88" 2.60" 2.50" 1 2.63" 1 2.63' 14.50 3.00" 90" 2.13" 213" 2.60" 2.50" 283" 283° 4.50' 3.00' 108" 288" 2.78" 280" 250' 283' 2.83' 4.50" 3.00" 128° 3.83° 3.00" 4.60" 3.00' 144- 1 4.60" 3.00" 4.50' 3.00, 182' 1 4.60' 3.00' 4.50" &00' GLASS SEPARATION SCHEDULE NOTES: 1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM HE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, WHICH MAY BE HE BLADE, CENTERMATE, OR LOCKING DEVICE. 2. * * APPLICABLE FOR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3. ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT AND HE REMAINDER OF BLADES. ALUMINUM. 4. GLASS SEPARATION IS REQUIRED ONLY WITHIN THE HVHZ, ASTM WIND ZONE 4, OTF ESSENTIAL FACILITIES. GENERAL NOTES 1 FOR SYSTEM DESCRIBED AND OUTSIDE THE HIGH VELOCIGNED AND TESTED IN TY HURRICANE ZONE P ROTASA201E 202 % 203 AND ASTM E 3ON 90 THE 1686%IDA E 1996LDING CODE, 2 BEEN3U15E0 FOR WOOD ANCHOR DESIGNTRESS HAS BEEN USED IN THd DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS 3. POSI_TIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE_ WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. (UV STABILIZED), AS APPROVE UND R M AFABRICATED MI-DA E CO100%UNTY NTOF INNOVATIVE PLLLASTICS THERMOPLAPS TIC POLYMER ELS LALL BE EXTRUDED WITli EXAN SHEET XL 0 THICKNESS 2 THESAEDEES 6. SYSTEM TAILDHEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT ARCHITECT DOCUMENTS FROM HE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED SHALL PREPARE SITE SPECIFIC FOR WITH THIS MUACY 7. PERMIT HOLDER SHALL VE VERIFY HE ADEpOF THE EXITING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS, WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. E.O9-ITI'0001 9, EACH SHALL BE LA13ELED WITH THE SHUTTER ASSEMBLY PERMANENTLY FOLLOWING MINIMUM INFORMATION: IMPACT TECHNOLOGY, INC. SCALM - 0 HTALEAH, FL TAS 201, 202 13MISSILE PAae oescRiPrcox: LEVEL D - ATM E330, E1886, E1996 FBC APPROVED THIS IS THE MINIMUM LABEL INFORMATION ACTUAL PRODUCT LABELS SHALL COMPLY )WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODEHZ D AILS SHOWN MAY BE AS CONDITIONS DICTATE. 9• IINNTERCHANGED FIELD 10. BOTTOM 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF f 60 KSI. ALL 3/16"0 OR 1/4°0 POP RIVETS SHALL BE 5656-H32 ALUMINUM A(I-OY OR STRONGER. 12. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. ,LJI 13. WALL HEADERS #10, 13, 3S AND 39 AS SHOWN HEREIN MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING. CLEAR POLYCARBONATE. CONNECTION TO ALUM KNUCKLES REINFORCED W/ FULLER RF CURABLE POLYURETHANE ` 4„ GLUE 4TYP.) ��OPTIONAL HANDLE 0.066" 0.065' 0.036' - °f 400.290" 0�052° 00.572° OTyp " .y 0.070" m 0.065" 0.073° rn Z Z 00,290" 0.090" 00.572" 1i 0.073" 0.100, `t 0.073' --F0.365" 0.365"�--� 4" �0.073" 0.065"� QRi4�DA G\��a ALUMINUM KNUCKLES .065° '°•' i HERMAPHRODITIC lot"" � STANDARD BLADE z WINDOW BLADE 3 CENTERMATE 4 MALE CENTERMATE 5 FEMALE CENTERMATE W�Rl zLLE4 6063-T6 N.T.S. 6063-T6/POLYCARBONATE N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 rZn j QS�-W�--1 13/16°•--+ f-113/16"-1 y a u7 LL U' Z ym� W a 1.500"� "O�07470.074' W W AW�OPTIONAL RAIN 0.062" 3 r 0.052" n GUARD LEG N 0I a :�. U 00.s72" 0.050" P w P: Y F5/8" a 6 BLADE ADAPTER $ FLAT STARTER BLADE 9 CEILING HEADER 37 ALT. CEILING HEADER N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. y- 6063-T6 N.T.S. 6063-T6 H 3 13/16" �j" 0.125" ri 0.100° 0.058" I 0.058° I 0.076" Z 1/2" cow m a 0.120" Z z n L a 0.062" ry OPTIONAL RAIN w 0.052"-{f- GUARD LEG '� .m. ry 0.062° ry OPTIONAL V 4 RAIN GUARD ry 0.055" 15/32' W x o in x P ^ -19" :n LEG f-• M Z L'2 /8° I !9/32" o o i zG_ ��� �11/2^4 Yl 1/8"-�11/2'4 S/8.. i •_�_�_- _� 23/32" Q 3 w � O 13/16• ADJUSTABLE ALT, ADJUSTABLE BUILD -OUT ADJUSTABLE m _ p � .M 8j6 10 WALL HEADER 11 SILL TRACK BOTTOM 12 SILL TRACK BOTTOM 13 WALL HEADER 14 SILL TRACK TOP ^ = a N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 �1 1/2•-{-j 23/16"� 3 1/6" ry 0.058" �5/8" 0.100° m 1 0.076" -r 0.062" m ``rv^ � � 0.076" � 0.076" 0.047°L�62-'m ti FF_=� 0.125" :n m -*- 0.062" ry ry - �i 0.065" 0.062" d� 5 0.100" -ll---•� 1 13/16"--1 0.052° Q 3 I 8" }-17/B" 7/16" S/ 9/16^ HIGH IMPACT HIGH IMPACT +-� ��0� 2 13/16" WALL SILL TRACK 16 WALKOVER TRACK 29 CENTERMATE 30 38 CENTERMATE INSERT ALT. WALL HEADER N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 d �3 13116" 0.125" T 0.120" r23/6"-f 313/16"� 113/16" }.- o.1162" 09-ITI-0001 I/2 fl �Csi 11'2 6 oa 0�ae oescuPnoN: �� 0.049" 1/2' 0.125" 0.125" 0.125" BUILD -OUT ALT. BUILD -OUT La 31 CEILING SIDE MOUNT 32 HEADER SIDE MOUNT 33 HEADER SIDE MOUNT 39 WALL HEADER N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 L� 4° 0.066" 3/4"" 17 RECESSED TRACK N.T.S. 6063-TS 0.200� 0.20OO .200" �19' 596.° ' 0.080" -10.94S°� KEY LOCKING I DEVICE 0 m 0 1.340" 13/16° 0 0 18 PUSH-BUTTON LOCK 19 WHEEL CARRIAGE N.T.S. 6063-T5 N.T.S. NYLON/STAINLESS STEEL 15/32" 1/2' �1/8" 15/32" -{-- 5/32° I I 1/32" 1.471"j 0.712° #10 410 S.S. SCREWS WITH 1/4" HEX DRIVE 0.153" 4,0332" 0.153" O.18D° � 0.180" N KNUCKLE SCREWS 20 N.T.S. STAINLESS STEEL �1.365"-1 0.116"4� I $ T m N 0.334' 0.700" Sla I Q. 0.290" NYLON BUSHINGS 22 N.T.S. NYLON LOCK ASSEMBLY 23 N.T.S. ZINC ALLOY/STAINLESS STEEL 01.030" 0.480"t--t 00.456° 0.600" 0,232" � 01.010" 00.456" 0.089" 00,630° HH 00.630" 0,137" 0.254" 0.137" i-0.232" LEFT LOCKING RIGHT LOCKING 25 ARM BUSHING 26 ARM BUSHING N.T.S. NYLON N.T.S. NYLON f0.375" O 0.115"7 27 2"x5"x0.125" ANGLE CLEVIS AND PIN N.T.S. 6063-T6 2$ N.T.S. CADMIUM PLATED STEEL 24 LOCKING ARM N.T.S. 410 STAINLESS STEEL I N 0.125° 2"x2"x0.125" ANGLE U3 5 N.T.S. 6063-T6 I iV 0.125" 2"x3"x0.125" ANGLE 36 N.T.S. 6063-T6 =+m33" 0.200" 0.435" I I WASHER 2 1 N.T.S. STAINLESS STEEL OPT NAL /-ROD SLOT 0.066" 0.070° ALT. HERMAPHRODITIC 40 CENTERMATE N.T.S. 606376 r0.990°y ONAL PLATE N i 0.594" 09-M-0001 suaE: - U m PAO! OEiCNIP7iON: -T HOOK BOLT DEAD LOCK I 34 N.T.S. ALUMINUM I n a 0.064' TYP. —4.6 3"-{ ALT. ADJUSTABLE SILL TRACK BOTTOM 4 N.T.S. 6063-T6 0.605"t---i ��aCn.047 0.068" � 0.062" �- 1.034"-+-1.825"--+0.807" 3.665" ALT. WALKOVER TRACK 43 N.T.S. 6063-T6 y-�3.200" 3.000"--- 1 I q VO.070-' TY.U.O.N. . ALT. ADJUSTABLE 42 SILL TRACK TOP 402 N.T.S. 6063-T6 4" p0.290" 0.046" 00.572" LIGHTWEIGHT BLADE 44 N.T.S. 6063 T6 EXISTING MIN. SEPARATION FROM STRUCTURE GLAZING' PER GLASS SEPARATION SCHEDULE 1/4' MAX. (REF. SHT 1) FASTEN STARTER EXISTING CHANNELTO GLAZING TRACKS W/ (2) #lOxl'/" SCREWS USE APPROPRIATE STARTER EACH CORNER CHANNEL TO PROVIDE SIDE - WALL MOUNT CONDITION CLOSURE FOR BUILDOUT CONDITIONS HORIZONTAL SECTION 2 W FLOATING STACK ll-,4 N.T.S. HORIZ SECTION INTERIOR 1/4" ITW TAPCON W/ 1-3/4" MIN. EMBEDMENT AND I - MIN. EDGE DISTANCE TO 3192 PSI MIN. CONCRETE, SPACED 4° D.C. MAX. 2"x3"x0.125"6063-T6 ALUMINUM ANGLE I 'Y-- / 1 `1/2" MAX #14 410 316 SS SHEET METAL SCREWS OR 1/4"x3/4" 316 SS MACHINE BOLTS AND NUTS (WITH 5/8° MIN WASHERS) SPACED AT 8" O.C. MAX. NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ACCORDION SYSTEM PER APPROVAL ALLOWABLE DESIGN PRESSURES FOR DETAIL 1/4: SPAN: I MAX DESIGN PRESSURE: 72• +80.3 PSf!-B0.3 PSf 00" +64.2 psf/-04.2 psf 108' +53.6 psf/-53.5psf 121. +45.2psf/-45.9psf 144° +40.1 PSI/-00.1 Psf 1 BUILD-UP WALL MOUNT 4 N.T.S. VERT SECTION EXTERIOR L-HANDLE LOCK ASSEMBLY WITH MALEIFEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) *NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE. ANY ANCHOR FROM ANCHOR SCHEDULE @ 18, O.C. PUSH-BUTTON LOCK OR SAW THREADED BOLT WITH PLASTIC HEAD TRAP MOUNT CONDITION ALUMINUM BLADES 0�§UR ;uLL 66 Z.All a N CC oW . 81 W .. ,+ Q € 09-m-0001 4 I EXISTING MIN. SEPARATION FROM STRUCTURE GLAZING- PER GLASS SEPARATION SCHEDULE 1/4" MAX. (REF. SHT 1) FASTEN STARTER EXISTING CHANNELTO GLAZING TRACKS W/(2) #10x1"SCREWSK SE APPROPRIATE STARTER EACH CORNERHANNEL TO PROVIDE SIDE WALL MOUNTLOSURE FOR BUILDOUT CONDITIONONDITIONS INTERIOR I\� e ( EXTERIOR 6 1/2" MAX.- HORIZONTAL SECTION 1 W/ ALUMINUM BLADES L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH 5 N.T.S. HORTZ SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR j, 3 HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) *NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED ' FROM THE PROTECTED FENESTRATION PRODUCT TO THE - NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, ' WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING ( DEVICE. EXISTING MIN. SEPARATION FROM STRUCTURE _ GLAZING- PER GLASS SEPARATION SCHEDULE INTERIOR d 1 1/4" MAX. (REF. BHT 1) I FASTEN STARTER EXISTING CHANNELTO GLAZING TRACKS W/ (2) ,.lOxl%" SCREWS USE APPROPRIATE STARTER • EACH CORNER CHANNEL TO PROVIDE SIDE — CLOSURE FOR BUILDOUT WALL MOUNT i CONDITIONS '- CONDITION i 4 2 ( 13 3 B WINDOW s BLADES 8 EXTERIOR 6 1/2" MAX. — HORIZONTAL SECTION 2 W/ WINDOW BLADES L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH E JC N.T.S. HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) STRUCTURE ANY ANCHOR FROM ANCHOR SCHEDULE @ 18" O.C. ANY ANCHOR FROM ANCHOR SCHEDULE @ 18" O.C. TRAP MOUNT CONDITION TRAP MOUNT CONDITION 09-ITI-0001 cAm: 04 ROE DESCRIPRON: EXISTING ANY ANCHOR FROM 1 ANCHOR SCHEDULE J @ 18" O.C. 1"x1"x0.055", 1°x2x0.055", "x2.5"xO.055", 1"x4"x0.055" T'x3"x0.05S", 2"x4"x0.055" OR 2"xS"x0.12S" 6063 TS ALUMINUM ANGLE ALTERNATE WALL MOUNT CONDITION MIN. SEPARATION FROM GLAZING- PER GLASS SEPARATION SCHEDULE (REF. SHT 1) `ALT. LEG EXISTING DIRECTION GLAZING #SOXY,' GALV OR S.S. SMS, 3/16" ALUM POP RIVETS, OR Y4 -20 THRUBOLTS @ 12" O.C. EXTERIOR INTERIOR -NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE. COMBINATION OF ALUMINUM AND WINDOW BLADES, ALUMINUM AND WINDOW BLADES MAY BE ALTERNATED, OR INSTALLED ADJACENT TO SIMILAR BLADES IN ANY COMBINATION HORIZONTAL SECTION `L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN W/ COMBINATION BLADES (MAY BE SUBSTITUTED WITH HIGH N.T.S. HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK E) ASSEMBLY OR HERMAPHRODITIC NOTE: LOCKS MAY BE MOUNTED ON CENTERMATES WITH PUSH-BUTTON LOCK) INTERIOR OR EXTERIOR SIDE OF SHUTTER. LOCK OR 5/16" THREADED BOLT WITH PLASTIC HEAD ALT. HERMAPHRODITIC z CENTERMATE 6 N.T.S. HORIZ SECTION ALT. HIGH IMPACT 3 CENTERMATE 6 N.T.S. HORIZ SECTION _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER - ALUMINUM OR WINDOW BLADES *IOx2" 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) MAX 1/2" �nm i inm STRUCTURE i ANY ANCHOR FROM L ANCHOR SCHEDUE @ 18" O.C. (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCHED) #12XY/" GALV OR S.S. SMS, 3/16" ALUM POP RIVETS, OR y"-20 THRUBOLTS @ 12° O.C. Wuj DLLSua 9 Z� >� rya QuLL�� TRAP MOUNT CONDITION Z k W u, W i m'g$ w N W 0tuS ,D RI 2 0 �0 o w Z (3) #12x1/2" SMS OR 3/16" z n z G ALUM POP RIVETS EACH ANGLE TO TUBE = - (J ¢ Lu n m xQ O (2)2 -12-X0.125" 6063-T6 ALUMINUM ANGLES AT TOP AND f" M ((-- rr o U W = n z a O R - BOTTOM OF EACH TUBE Q 3 0 O O O ¢ j F 1 ¢ bAq"'-t- --11 , `ALUMINUM TUBE AT CORNER 9 EXISTING PASS THRU STANDARD WINDOW SILL (WOOD, GRANITE, MARBLE, ETC.) 5 CORNER CLOSURE 6 N.T.S. HORIZ SECTION 1 Y (2) ANCHORS PER ANGLE (USE ANY (3) 912x1/2" SMS OR 3/16" ANCHOR FROM ANCHOR SCHED) ALUM POP RIVETS EACH =Q—T—EQ 2"x1"x%' MIN 6063-T6 q ANGLE TO TUBE I! S� I ALUMINUM SPACER TUBE (2) 2"x2"x0.125" W 6063-T6 ALUMINUM 2"x2'k�" MIN #12x34" GALV OR S.S. SMS, ANGLES AT TOP AND f 6063-T6 ALUM ANGLE 3/16 ALUM POP RIVETS, OR O BOTTOM OF EACH TUBE Y4"-20 THRUBOLTS @ 12" O.C. O 11§1 �/a-20 SS THRU BOLTS B AT 12° O.C. .,i..7?7 i ., a REF. PASS THRU a WINDOW DETAIL 6 N.T.S. VERT SECTION 12"x2"x0.125" 6063-T6 ALUMINUM TUBE AT CORNER ALTERNATE 6 CORNER CLOSURE N.T.S. HORIZ SECTION 09-ITI-0001 9 Ze,i*t_ SEN&...... . ANCHOR CONN. TYPE C2 ANCHOR CONN. TYPE CS j <( •ate=• REF. ANCHOR SCHEDULE REF. ANCHOR SCHEDULE = EMBED 1/2" MAX EMI EMBED. EDGE r DIST, ANCHOR CONN. TYPE Cl REF. ANCHOR SCHEDULE * I ^t IY G 10 8 WHEEL CARRIAGE ASSEMBLY AT EVERY EQ. EQ. EMBE 1" MAX. '� •• S ' w p OTHER KNUCKLE WHEEL CARRIAGE 13 39 WHEEL CARRIAGE ��O• ASSEMBLY AT EVERY • �Q ' • ' L _ #10x2" 410 S.S. SCREW W/ WASHER ASSEMBLY AT EVERY OTHER KNUCKLE 9 3 #10x2" 410 S.S. SCREW W/ WASHER w �,� 0 OTHER KNUCKLE , p ��� D • OF AND BOTTOM) (TOP AND BOTTOM) w #10x2" 410 S.S. {r1m z M =_____ #10x3" 410 S.S. , _ • ... - - -- SCREW W/ WASHER W rr^^ W J .z 0 a SCREW W/ NYLON 1/4" MAX #10x3" 410 S.S. SCREW W/ NYLON 1/4" MAX ::------11 (TOP AND BOTTOM) VJ O LL U W z �'% d BUSHINGS AND BUSHINGS AND #10WASHER 3W/ 1 2 WASHER SCREW NYLON 1/4" MAX BUSHINGS AND OT j 1=/ w ^ a � �L W MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) ALUMINUM OR MIN GLASS SEPARATION —PER 1 2 ALUMINUM OR WASHER - y m w Z' �v O WINDOW BLADES SCHEDULE (SHEET 1) WINDOW BLADES MIN GLASS SEPARATION 1 2 ALUMINUM 1^, W W 'i 11 #10x3" 410 S.S. _ PER SCHEDULE (SHEET 1) OR WINDOW BLADES r N d F 3 x SCREW W/ NYLON #IOx3" 430 S.S. W/ NYLON o w BUSHING AND WASHER -,,,,SCREW BUSHING AND WASHER #10x3" 410 S.S. ,my O € SCREW W/ NYLON a #10xl/2" SELF -DRILLING BUSHING AND WASHER (� SCREWS 032" O.C. MAX, STAGGERED FRONT AND BACK. 1/4" MAX 1/4" MAXIm ~ 14 1/4" MAX _� Q6 `v X ANCHOR CONN. TYPE C3 1 43 J m p F m REF. ANCHOR SCHEDULE 0 j ANCHOR CONN. TYPE C4 N EQ EQ.11 ei Z w �O G EMBED 1/2" MAX 1 REF. ANCHOR SCHEDULE DGE EQ. EQ. ¢ io U „ O �� ANCHOR CONN. TYPE C2 REF. ANCHOR SCHEDULE MBED: IST. EMBED. EDGE DIST. m t}�`. rr v W= m N Y Z p �y O O� WALL HEADER CEILING HEADER B.O. WALL %3� HEADER a 3 w °- Z y o0 X: WALL_ SILL TRACK �z1 ADJUSTABLE SILL TRACK WALKOVER TRACK < o „ < i ] N.T.S. VERT SECTION ] N.T.S. VERT SECTION ] N.T.S. VERT SECTION p 1 2 ALUMINUM OR �1 098 WINDOW BLADES 1 2 ALUMINUM MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) ALUMINUM OR WINDOW BLADES A WINDOW BLADES #lOx3" 410 S.S. _ MIN GLASS SEPARATION #100"410 S.S. SCREW W/ NYLON PER SCHEDULE (SHEET 1) #100" 410 S.S. #lOx2' 410 S.S. SCREW W/ NYLON BUSHINGS AND BUSHING AND WASHER _ _ SCREW W/ NYLON SCREW W/ WASHER WASHER m BUSHING AND WASHER (TOP AND BOTTOM) l/4" MAX H�/IIMA. a1 oq 1 1/4" MAX05.5, ��IRE �EQ. ANY CONCRETE }-1°MIN.-`-1" MIN, W/ WASHER ," ANCHOR PER ANCHOR (TOP AND BOTTOM) i t EQ•-fF{ SCHEDULE SPACED AT 12" O.C. MAX " MIN. TO EMBE #14X3/" MACHINEEMBED. BOLTS AND NUTS @ 12"EMBED. �ANCHOR ANCHOR CONCRETE CONCRETEEDGE CONN. TYPE CS O.C. MAX.*10xl/2" SELF -DRILLING ONN. TYPE C4EXISTING REF. ANCHOR SCHEDULE HOST STRUCTURE S"x�° or S"xi'o" 6063-T6SCREWS @12" O.C. MAX, .OR SCHEDULE ALUMINUM PLATE (3KSI MINIMUM) EXISTING CONCRETE STAGGERED FRONT AND BACK. 09'M-0001 HOSTSTRUCTUREMINIMUM) ALT. ADJUSTABLE SILL TRACK - 04 4 RECESSED FLOOR TRACK (3KSI MINIMUM) �� �� ii �i 5 x1/4 OR 5 X1/8 PLATE TO �1 THRU-FLANGE INSTALLATION PAGE pwye CeSCRIPRoxt �51 EXISTING HOST STRUCTURE ] N.T.S. VERT SECTION ] N.T.S. VERT SECTION ] N.T.S. VERT SECTION 6063-T6 ALUMINUM ANGLE, 2"x2°x0.125" MINIMUM, 2"x5"x0.125" MAXIMUM. EXISTING WOOD STUDS (G=0.55 MIN.) SPACED AT 24' O.C. MAX. (3) 5/16" LAG SCREWS W/ 2" MIN. THREAD PENETRATION AND 3/4" MIN. EDGE DISTANCE PER STUD 1" MAX. 1/4"x3/4" MACHINE (4) 5/16" LAG SCREWS W/ 2" MIN. BOLTS AND NUTS @ THREAD PENETRATION AND 3/4" MIN. -1- 12" O.C. MAX. EXISTING WOOD RAFTERS EDGE DISTANCE PER RAFTER m F.: (G=0.55 MIN.) SPACED AT 24" O.C. MAX. EMBED. _1/4" y�L.. 2-1/4" MIN. TYP u o B S.S. I I END DISTANCE I ' WHEEL CARRIAGE- SCREW W/ SCREW W/ WASHER m m ASSEMBLY AT EVERY (TOP AND BOTTOM) WHEEL CARRIAGE OTHER KNUCKLE ASSEMBLY AT EVERY i - 5/8" TYP. OTHER KNUCKLE #10X3" 430 S.S. 5"x'/4' OR 5"XYs" 6063-T6 ALUMINUM #10x2" 410 S.S. SCREW W/ NYLON 1/4" MAX PLATE OR 2"X5"XY4" OR 2'XS"X�/v SCREW W/ WASHER BUSHINGS AND 6063-T6 ALUMINUM ANGLE, 6" MAX 9 (TOP AND BOTTOM) EMB WASHER OVERHANG BEYOND RAFTER U MIN GLASS SEPARATION 1 2 4 #14 410 SS SHEET ALUMINUM OR METAL SCREWS SPACED 1/4" MAX PER SCHEDULE (SHEET 1) WINDOW BLADES AT 11" O.C. MAX. #l0x3" 430 S.S. 1 #lOx3° 410 5.5. ALUMINUM OR SCREW W/ NYLON I I SCREW W/ NYLON BUSHINGS AND WINDOW BLADES 2-1/4" MIN. BUSHING AND WASHER ISu� WGC"PR END DISTANCE T - aW-1 Tl/4" MAX F � M E REF. ANCHOR SCHEDULE-� '#10XI/2" SELF -DRILLING SCREWS @12" O.C. MAX, STAGGERED FRONT AND BACK. 2"x5" ANGLE W/ CEILING HEADER 1 ALT. ADJUSTABLE SILL TRACK lll8 N.T.S. VERT SECTION #100" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER- _ 1/4" MAX 14 pr = of N F L N o EQ'tEQ EDGE EMBED. D #10xl/2" SELF -DRILLING ANC SCREWS @12" O.C. MAX, REF. STAGGERED FRONT AND BACK. _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) "'------111 NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/B WITH s/4" FOR DETAIL 2/8 WITH Y." ALUMINUM PLATE/ANGLE: ALUMINUM PLATE/ANGLE: SPAN: MAX DESIGN PRESSURE: SPAN: MAX DESIGN PRESSURE: 72" +124.8 psf I-124.8 psf 72' +71.7 psf!-71.7 psf 90" +99.8 psf /-99.8 psf 90" +57.3 psf /-57.3 psf 108" +83.2 p3fl-83.2 psf 108" +47.8 Psff-47.8 psf 128" +81.2 psf/.71.3 psf 125" +40.9 pW-40.9 psf 144' +42.4 psf/-G2.4 psf 144" +35.8psf1-m8psf 5"xi/4" OR 511X1/8" PLATE z TO EXISTING RAFTERS s N.T.S. VERT SECTION 1"x4"x0.125" 6063-T6 ALUMINUM TUBE #14 410 SS SHEET METAL SCREWS SPACED AT 3" O.C. MAX. 1/2" MAX WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE 910x2" 410 S.S. 1 6 SCREW W/ WASHER P (TOP AND BOTTOM) W-"4"MAX *10X7 410 S.S. SCREW W/ NYLON BUSHINGS AND _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1 #10x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER 2-1/4" MIN. END DISTANCE ANY TRACK "4E SHOWN HEREIN. 0�ANCH.RS EXISTING WOOD STUDS (G=0.55 MIN.)SPACED AT 24" O.C. MAX. NCHORS ANDPER ANCHOR S SHALL BE SPACED AT A MINIMUM OF ANY TRACK SHOWN 3" O.C. HEREIN, SEGMENTED TO ACCOMODATE CURVE. TRACK SEGMENT ]UNCTIONS MAY BE TACK WELDED AT THE CENTER OF THE TRACK. ANCHORS AND MAXIMUM SPACING DNN. TYPE C4 PER ANCHOR SCHEDULE, WITH A R SCHEDULE MINIMUM OF(2)ANCHORS PER TRACK SEGMENT. ANCHORS SHALL BE SPACED AT A MINIMUM OF 3" O.C. MAX #14 410 SS SHEET METAL SCREWS SPACED AT 3" O.C. MAX. J\ 1"x4"x0.125" 6063-T6 \ALUMINUM TUBE (3) 5/16" LAG SCREWS W/ 2" MIN. THREAD PENETRATION AND 3/4" MIN. EDGE DISTANCE PER STUD .NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNfTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 3/8: SPAN: MAX DESIGN PRESSURE: I., +111.5psf/-111.5 psf 90" +89.2 psf/.89.2 psf 108" +74.3 p0l -74.3 psf 126" +61.2PSf/-83.7p3f 144" +42.4 psf 1-66.7 psf ALT. ADJUSTABLE SILL TRACK OPTIONAL CURVED TRACK 1"x4"x0.125" TUBE TO 4 THRU-FLANGE INSTALLATION 5 W & W/O SEGMENTED SECTIONS s EXISTING WALL STUDS 8 N.T.S. VERT SECTION 8 N.T.S. PLAN VIEW 8 N.T.S. VERT SECTION ALUMINUM OR WINDOW BLADES olk . x naAu t m w N9lu w o IU ww-- al AA 11 1 —MAX SUPPORT BEAM SPAN PER APPROPRIATE SCHEDULE i ELEVATION WITH STORM BARS 9 N.T.S. EXTERIOR ELEV BEAM DESIGN SCHEDULE BEAM SIZE SHUTTER SPAN BEAM SPAN ALLOWABLE DESIGN PRESSURE TOP BEAM BOTTOM BEAM INTERMEDIATE BEAM 2'x5'x0.125' 9'-5' 74.0 PSF 74.0 PSF 37.0 PSF 8'-0" 111. 73.0 PSF 73.0 PSF 36.0 PSF 10'-0" T46" 73.0 PSF 73.0 PSF 36.0 PSF 2"x8'k0.07Z70.224' 14'-0" 68A PSF 81*0 PSF 34.2 PSF 8'-0" 11'-6" 61.8 PSF 83.1 PSF 30.9 PSF 10'-0" 10'1" 61.1 PSF 82.3 PSF 30.5 PSF 119'k0.07-10.224" 6'-D" i 6'-5" 59.4 PSF 80.5 PSF 29.7 PSF 8'-0" 12'-5' 66.3 PSF 80.4 PSF 28.2 PSF 10'-0" 1 V-2" 55.5 PSF 79.6 PSF 27.7 PSF (2) B° LONG ANGLES PER AM END. � ALUMINUM ANGLES PER BEAM END. /W TH 1/4"-20 430 SS _ THRU•BOLTS PER BEAM END 6063-T6 ALUMINUM BEAM AND LIMITATIONS jd EQ. EQ. OF USE PER BEAM �,••• - DESIGN SCHEDULEOr TOP EAM ����C •R"� ,�uq.,tt(t � 1 ALTER/ LE 1/4"x3/4" MACHINE $J7•"`•"• BOLTS AND NUTS @—�rrA�1 R� 0 I DIRECTION I UJ i 1�J O j/ I +-1/2° MIN. 12" D.C. MAX. ' IUJ O. U LryWry.. wx•�XXd I WHEEL CARRIAGE rn �l > L" EXISTING HOST I ASSEMBLY AT EVERY U LL a W U° ,STRUCTURE OTHER KNUCKLE Z 1LLy�1 L 00 `� W o F „ N C m w #10x2" 410 S.S. W •• GJj E 9 SCREW W/ WASHER (TOP AND BOTTOM) 0 W a ! a #10x3 410 S.S. ul (3) ANCHORS PER ANGLE: SCREW W/ NYLON 1/4" MAX CALK -IN POWERS BUSHINGS AND CALKMN ANCHORS WITH 7/8" MIN EMBED, 3° WASHER NTERMEDIATE MIN ESPACDGE DISTANAND CE TO 1 2 Z AM 3KSI MINIMUM _MIN GLASS SEPARATION ALUMINUM OR CONCRETE PER SCHEDULE (SHEET I) WINDOW BLADES y • OR 1/4" ELCO A> o CRETEFLEX ANCHORS WITH 1-3/4" MIN NOTE: MAX DESIGN PRESSURE AND MAX J m EMBED,/" SPACING, SHUTTER SPAN PER BEAM DESIGN SCHEDULE AND 2-1/2" MIN EDGE 0 W m 12 as DISTANCE TO 3350PSI z z n a• z MINIMUM CONCRETE r21 TOP SUPPORT BEAM <,� o 9 N.T.S. VERT SECRON Lu N S F-IL O�W #10x3° 410 S.S. SCREW Q 3- Iii o 0 W/ NYLON BUSHING d z z 9 AND WASHER g 'o a O O < (3) ANCHORS PER ANGLE: a 4 Co • 1/4-20" POWERS S CALK -IN ANCHORS WITH _ MIN GLASS SEPARATION 3 q 7/8' MIN EMBED, 3° PER SCHEDULE (SHEET 1) #10x2" 410 S.S. e O SPACING, AND 2-1/2" SCREW W/ WASHER MIN EDGE DISTANCE TO (TOP AND BOTTOM) MIN MINIMUM / (2) 8" LONG 2"x2°x0.125" CONCRETE 6063-T6 ALUMINUM 1 OTTOM OR 1/4" EANGLES PER BEAM END. 1/4" MAX 1 2 'AM CRETEFLLCO EX ANCHORS /d ALUMINUM OR WITH 1-3/4" MIN (3) 1/4"-20 410 SS ll WINDOW BLADES _ EMBED, 3" SPACING, — T) 1/4"- LTS PER AND 2-1/2" MIN EDGE %o' rBEAM END 1 9 . DISTANCE TO 335OPSI I 1/2" MIN. 1/4"x3/4" MACHINE BOLTS AND NUTS @ j 12" O.C. MAX. 6063-T6 ALUMINUM BEAM AND LIMITATIONS EQ.EQ. OF USE PER BEAM DESIGN SCHEDULE 09__0001 TCJBEt 0 NOTE: MAX DESIGN PRESSURE AND MAX PAGE GESCGIPTION: SHUTTER SPAN PER BEAM DESIGN SCHEDULE BOTTOM SUPPORT BEAM v 9 N.T.S. VERT SECTION lV I (2) S" LONG 2"x2"x0.125" 6063-T6 ALUMINUM ANGLES PER BEAM END. Ae (3) ANCHORS PER AN 1/4-20" POWERS #100" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER-,,,, _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) r(3) 1/4"-20410 SS THRU-BOLTS PER BEAM END EQ.I MIN. #lOx3" 410 S.S. SCREW W/ NYLON BUSHINGS AND #SOx2" 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) MAX W1'11 ALUMINUM OR lbAl1WINDOW BLADES 3 6063-T6 ALUMINUM BEAM AND LIMITATIONS OF USE PER BEAM DESIGN SCHEDULE _� 1/4"-20 410 SS THRU-BOLTS @ 12" O.C. MAX. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE #410 l/J�J SCREWCREW W/ WASHER n (TOP AND BOTTOM) MAX MIN EDGE DISTANCE TO MIN GLASS SEPARATION ALUMINUM OR 3KSI MINIMUM CONCRETE PER SCHEDULE (SHEET I) WINDOW BLADES 9 OR 1/4" ELCO CRETEFLEX ANCHORS aaa°O°q WITH 1-3/4" MIN NOTE: MAX DESIGN PRESSURE AND MAX EMBED, 3" SPACING, AND 2-1/2" MIN EDGE SHUTTER SPAN PER BEAM DESIGN SCHEDULE 2 DISTANCE TO 3350PSI a MINIMUM CONCRETE 1 INTERMEDIATE SUPPORT BEAM `� 1Q N.T.S. VERT SECTION L BEAM DESIGN SCHEDULE BEAM SIZE SHUTTER SPAN BEAM SPAN ALLOWABLE DESIGN PRESSURE TOP BEAM BOTTOM BEAM INTERMEDIATE BEAM 2N5"x0.125' 5'•0" 9'-5" 74.0 PSF 74.0 PSF 37.0 PSF 8'-0" 8'-i' 73.0 PSF 73.0 PSF 36.0 PSF 101-0" T-6" 73.0 PSF 73.0 PSF 36.0 PSF 2"x8'x0.072"10.224' 5'-0" 14'-0" 68.4 PSF 81.0 PSF 34.2 PSF 8'-0" W.6" 61.8 PSF 83.1 PSF 30.9 PSF - 10'-0' 61.1 PSF 82.3 PSF 30.5 PSF 2'X9°x0.072°f0.224" So-'f 15'-V 59.4 PSF 60.6 PSF 29.7 PSF 8'A" S5PF 80A8 2. PPSF SF7I'll.11'T' PPSSF F #100" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER EXISTING CONCRETE HOST STRUCTURE(3KSI MINIMUM) ULE 1/4" MAX NOTE; MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR ALUMINUM PLATE , -T- MOUMING CONDITION PER TABLE BELOW. 1 43 ALLOWABLE DESIGN ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/10 PRESSURES FOR DETAIL 2/10 WITH W ALUMINUM PLATE: WITH W ALUMINUM PLATE: ft144"Y" MAX DESIGN PRESSURE: SPAN: MAX DESIGN PRESSURE: 4140.7 psf/-140.7 psf 72' +65.7psf/•65.7psf #14Xs/a" 410 SS +112.6 psf/-112.8 psf 9o" +52.5 psfl-525 psf MACHINE BOLTS AND +93.8 psFl4f3.e psf 108" +43.8 psf/-43.8 psf NUTS @ 6" O.C. MAX. +61.2psf/-76.2psf 129" +37.6 psfI-37.5 psf 'x%' or 5"xY4" 6063-T6 .2.4 ps1/-824 psf iqq• +32.8 psf/�28 psf -UMINUM PLATE 511x1/4" OR 5"X1/811 PLATE TO �1 EXISTING HOST STRUCTURE VN.T.S. VERT SECTION #SOx3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER MAX w o I E14XY4" 410 SS MACHINE AND NUTS #14 --JIL EMS MS @ 6" O.C. MAX. 1" MAX. 6053-T6 ALUMINUM ANGLE, EMBED 2x4"x0.125" MINIMUM, ANCHOR CONN. TYPE Cl 2"x5"x0.125" MAXIMUM. EXISTING REF. ANCHOR SCHEDULE CONCRETE HOST 0 STRUCTURE (3KSI NOTE: MAXIMUM ALLOWABLE SPANS AND MINIMUM) DESIGN PRESSURES FOR ALUMINUM ANGLE MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 3/10 WITH 3"' ALUMINUM ANGLE: SPAN: MAX DESIGN PRESSURE: 1. +77.1 psf/-77.1 psf 90" +61.7 psf /.61.7 psf 108" +53A Psf1-53.4 psf 121" +44.0 psf1-44.0 pSf 144" +38.5 Psf 1-30.5 psf ' 2"x5" ANGLE W/ WALKOVER TRACK 10 N.T.S. VERT SECTION jagU U z -0:1� w=• X U 8 wed +m w° � u! 0 Lu J LU tD w -• A% 1 11 09-ITI-0001 ANCHOR SCHEDULE!jM ;,.•�''�0 '°•'• �O,o • ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONS MAY BE CARBON STEEL OR STAINLESS STEEL 2. TAPpr AND SHALL BE MANUFACTURED BY ITW. 3. ENSURE MINIMUM 2.5'! EDGE DISTANCE FOR ALL AN TO CONCRETE &TO HOLLOW BLOCK. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2X (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). S. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"Ec ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT-) U.N.O. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. DESIGNATES ANCHORS WHICH ARE REMOVABLE. "°`8°°�• ''"� RI prf ,z qu $ Z LU z - m c�a>u�sd <6Em < rm$�=� wW N9 W l: w a MINME M8`EMDA(`L3SW0l.l'Z. erg_ e(3350psi 1-3/4' MIN EMBED MIN CONIC) 114-20 POWERS CALK -IN WITH 7/8" MIN EMBED Ma CU o w z� _ n U = m Q 3 ,ii �c" Q z H = n ko q 4. �o °' za O b 0 0 y 0 O < N < q Fi Km d, 9 ' Emma `a ON I MIN EMBED g R Em q - • - SET WE /0 c q Lf Y2 SS q ,q a @ffi c/El 12 IN M No gm aIWlTWTAPC& a "a OR i14 EMBED MIN EMBED 09-ITI-0001 sine, - 04 PAGE DESCRIPTION. S MIN THREAD PENETR 99 LJ an Mal - - • mO�D�E�®Eft®�Q3���®������®®� Florida Building Code Online Page 1 of 2 t•b1i a Deed el)td BCIS Home I Log In i User Registration I Hot Topics ; Submit Surcharge i Slats & Facts ? Publications FBC Staff f BCIS Site Map j Links Search Businh'es� P�O�eSS�O � $ ` Product Us royal JJ USER: Public UsePrP Regulation OEM OR ® Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15244 pP Type Application T e New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Jupiter Industries LLC 12311 Crystal Commerce Loop Unit #1 Ft. Myers, FL 33966 (239) 225-9041 cyates@jupiter-industries.com cliff yates cyates@jupiter-industries.com Category Shutters Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John Henry Kampmann Jr. PE . Evaluation Report Florida License PE-47516 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Frank L. Bennardo, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FLI5244 RO COI Certificate of Independence 11-1002.0f Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2006 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1 44—//..,.—, 41,.—A L-1A:— .« /..«/ . A+1 .,......7....,,.,..... f'_UX 7X7V T71 n 1Z/121 /7/1111 Florida Building Code Online ; — 1 z Page 2 of 2 t Date Submitted 02/24/2012 Date Validated 05/03/2012 Date Pending FBC Approval 05/09/2012 Date Approved 06/11/2012 Summary of Products FL # IModel, Number or Name Description 15244.1 13upiter 58 mm Jupiter 58 mm Roll -Up Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL15244 RO 1I Installation Drawings 11-1002.pdf Approved for use outside HVHZ: Yes Verified By: John Henry Kampmann 3r., PE PE 47516 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL15244 RO AE Product Evaluation Report 11-10021.01' Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: sircurrtv"mnmzIC lhttn-//www flnririnhnildina nrcr/nr/nr ann rltl ncnx?naram=wCTF.V3(()w4T)nvlvVVY T71 0 V11 /?Ol 11 STRUCTURAL NOTES: 1. THIS NON POROUS SYSTEM HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE (FBC) . THIS SYSTEM SHALL NOT BE INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (MIAMI-DADE/ BROWARD COUNTIES), NOR WIND ZONE 4 (FBC SECTION 1609.1.2.4) NOR ESSENTIAL FACILITIES IN WIND ZONES 1.2.3 OR 4. THE ADEQUACY FOR IMPACT, DEFLECTION AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE REFERENCED CODE, AND ASTM E330-02. ASTM EIB86-05 AND ASTM E1996-06. SEE UST OF REPORTS ON SHEET 1 OF 11. 2. DESIGN PRESSURE REQUIREMENTS OF A SPECIFIC SITE SHALL BE DETERMINED BY OTHERS IN CONFORMANCE TO SECTION 1609 OF THE FBC FOR A BASIC WIND SPEED (ALLOWABLE STRESS DESIGN) AS REQUIRED BY THE JURISDICTION WHERE THE SYSTEM WILL BE INSTALLED. ULTIMATE DESIGN LOADS (UD) DETERMINED BY ASCE 7-10 SHALL BE REDUCED TO ALLOWABLE STRESS DESIGN LOADS (ASO) BY MULTIPLYING THE UD BY 0.6. TO COMPARE THEM TO THE ASO PRESSURE RATINGS SHOWN ON SHEETS 3, 5 &7 OF 11. USE OF DIRECTIONALITY FACTOR Kd-0.85 IS ALLOWED. 3. IMPACT AND FATIGUE RESISTANCE HAS BEEN DETERMINED IN ACCORDANCE WITH THE FBC SECTION 1626 LARGE MISSILE AND 1609.1.2 MISSLE TYPE 'D' AS LISTED.HEREIN. 4. NO 33-1/3X INCREASE IN ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 5. THIS PRODUCT EVALUATION DOCUMENT (PED) DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. THE CONTRACTOR AND / OR PERMIT HOLDER IS TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS SYSTEM, INCLUDING VERIFYING THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND THE NEW SUPERIMPOSED LOADS SHOWN BELOW AND THE SOLIDNESS OF THE STRUCTURE WHERE THE SYSTEM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 7. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA LICENSED ENGINEER OR ARCHITECT WHO WILL BECOME THE ENGINEER OF RECORD (EOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PED. THE ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PED ENGINEER SHALL SUBMIT TO THIS ENGINEER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8. THIS PED SHALL BEAR THE DATE AND ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT REGARDLESS OF ITS AVAILABILITY FROM THE FLORIDA PRODUCT APPROVAL WEBSITE. 9. AN OPTIONAL W AND / OR SOLAR EXTERNAL LAYER MAY BE ADDED ONTO THE SYSTEM. 10. LIMITATIONS OF USE: THE MAXIMUM SIZE SHALL BE SHOWN ON SHEETS 3, 5 & 7 OF 11. MAXIMUM HEIGHT OF ROLL -UP SHALL BE 15'-0'. 11. FOR DETERMINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES, THIS PRODUCT IS CLASSIFIED AS NON -POROUS WITH A POROSITY OF LESS THAN 10% FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. THIS PRODUCT MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. 12. ALL SCREWS TO BE STAINLESS STEEL 303 OR GALVANIZED A307 STEEL. 13. ALL BOLTS TO BE ASTM A307, GALVANIZED OR 304 SERIES STAINLESS STEEL 14. SUPPORTBRACKETS AND ANCHORS : A ANCHORS INTO THE SUPPORT SUBSTRUCTURE (WALL, CEILINGS, BEAMS AND FLOORS) SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. B. THE ANCHOR SPACING SHOWN ON SHEETS 3, 5, & 7 of 11 INDICATED FOR 1/4" and 3/8" DIAMETERS REFER TO CENTER OF SUPPORTING BRACKETS. C. ANCHOR MINIMUM EMBEDMENT AND EDGE DISTANCES 15. 16. 17. 18. SU6SIRLCNRE L'].BFA'ilJT EDCE 06Utii wwM am 1-1/4 60 12 D OR PER W". OW FILLED DR 161 CONCRETE 1a/4 00 12 D DR PER MW. 4 IS CONCRETE OR 2 161 CONCRETE 4 IMM DR 12 D OR PER WNF. NDO DR TIM B D 3/4 M21 D. NO EMBEDMENT INTO NON-STRUCTURAL MATERIAL SUCH AS STUCCO, SIDING AND PAVERS SHALL BE INCLUDED AS PART OF THE EMBEDMENT REQUIREMENT. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC NO.: TTP-645, OR BE GALVANIZED. MAXIMUM DESIGN PRESSURE VERSUS PANEL SPAN SHOWN ON SHEETS 3, 5 &7 OF 11. ALL ALUMINUM ALLOYS SHALL BE 6063-T6 OR 6005-T6 U.N.O. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 19. MANUFACTURER LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION ON THE ROLL -UP. ONE LABEL SHALL BE PLACED FOR EVERY OPENING_ LABEL SHALL READ AS FOLLOWS: JUPITER INDUSTRIES LLC 12311 Crystal Commerce Loop Fort Myers, FL 33966 FLORIDA PRODUCT APPROVAL NUMBER: FL-XXXX. OPENING NO.: XX 20. THIS DOCUMENT IN ITS ENTIRETY WILL BE CONSIDERED INVALID IF IT IS ALTERED BY ANY MEANS OR DOES NOT BEAR THE DATE AND ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. -f-- SLAT SPAN TYPICAL -�'--- SLAT SPAN --,�- MULTIPLE UNIT ELEVATION TYPICAL SINGLE UNIT ELEV. INTERMEDIATE MULLION REQUIRED FOR INSTALLATION SCALE 1:20 LIST OF REPORT S EVALUATION BASED ON: ARCHITECTURAL TESTING INC. LAS NO.: B4522.01-401-18 DATED 12/16/2011 TAS 201. TAS 203 - LARGE MISSILE IMPACT RESISTANCE & CYCLIC LOADING PERFORMANCE TAS 202 - UNIFORM STATIC LOADS LAB N0: 84519.01-401-18 DATED 02/02/2012 TAS 201, TAS 203 - LARGE MISSILE IMPACT RESISTANCE & CYCLIC LOADING PERFORMANCE TAS 202 - UNIFORM STATIC LOADS LAB NO.: B4521.02-401-44 DATED 02/22/2012 ASTM E330-02 - UNIFORM STATIC LOADS ASTM E1886-05 & ASTM E1996-D6 - URGE MISSILE TYPE 'D' IMPACT RESISTANCE & CYCLIC LOADING PERFORMANCE LAB NO.: B4520.02-401-44 DATED 02/22/2012 ASTM E330-02 - UNIFORM STATIC LOADS ASTM E1886-05 & ASTM E1996-06 - LARGE MISSILE TYPE 'D' IMPACT RESISTANCE & CYCLIC LOADING PERFORMANCE SINGLE SPAN UNIT INSTALLATION SCALE 1:20 SPAN SCHEDULE _ END RETENTION SHUTTER SLAT SPAN IALLOWABLE DESIGN PRESSURE 84.0" +/-120.0 PSF 96.0" +l-107.9 PSF 100.0" +!- 92.6 PSF 11 OAr +/- 81.4 PSF 120.0' +1- 72.9 PSF 130.0• +I- 66.2 PSF 140.0" +/- 60.8 PSF 168.0' +/- 50.0 PSF 190.0' +/-46.6PSF 200.0- +/_ 45.2 PSF 210.0" +1- 44.0 PSF 220.0' +/-43.0PSF +1- 42.0 PSF +1-41.0 PSF Wo, +/-40.2PSF +/-40.0PSF - Tr Jo H. ` ampman, Jr., PE 0 N W S2 lof11 1/4-0 TAPCON 12" O.C. (TYP) a• � � • ev SEE RAIL TRACK VERTICAL BUILD —OUT (OPTIONAL) L 3"X3"X1/8" ALUM. (TYP) DIRECT MOUNT 3-1/4" END. RETENTION TRACK 3 WALL MOUNT INSTALLATION 2 SCALE 3'=1'-O" Qk 5 ° ° • EXISTING STRUCTURE (TYP) p CONCRETE FILLED CMU, ' p HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY u A OTHERS 5/16"0 TAPCON. 3/8"0 ANCHOR, 1/4-14 SCREWS OR 5/16-24 SCREWS 3/16 (TYP). REFER TO TABLES ON SHT. 3 OF 11 END CAP REFER TO SHT. 11 OF 11 5/8.0 OR 13/16.0 TRACK ETENTION TRACK SHOWN rU1 ACCESS HOLE (TYP) a END RETENTION OR -NON END com RETENTION TRACK 1 DIRECT MOUNT INSTALLATION .� 2 SCALE 3"=1'-O' R EXISTING STRUCTURE (TYP) CONCRETE FILLED CMU, p HOLLOW CMU, TIMBER, p ALUMINUM, OR STEEL BY OTHERS W a � 5/16.0 TAPCON, 3/8-0 MAX ANCHOR, 1/4-14 SCREWS• 00 OR 5/16-24 SCREWS NON -END RETENTION SLAT s p� (TYP). REFER TO TABLES (SEE SLAT PERFORMANCE �j ON SHT. 3 OF 11 TABLE ON SHEEP 7 FOR 3" 5/8.0 OR 13/16.0 ACCESS HOLE (TYP) TRACK) �" a �'•ik^cF NON -END RETENTION TRACK SMOYVWi;;.' •."` ' . JK 11-1002 2 WALL MOUNT INSTALLATION ?:". 2 SCALE 3"=1'—O" y NOTED 02 11 i10 John mpmanfi Jr., PE 2 11 FL, e'�;.47516 of Q� „ LU LLED - SCREW a 1 t++N W F W 1/ �r V] fl 4A N33 i[Wx� a M�1 JK 11-10D2 x NOTED JDh am. pmann .ar., PE 3 of 11 .:FL- 'ane +h'•4751fi D ii -----__-_ ---. -- MAKIMUM SPACING IO.QI &B' ELCO ' - 114' ELCO 1N• SS DW 5liS ELCO 5lte• IIW TAPCON POWERS 1 4' ALL -POINTS SOLE 1/4' UG S71P UG H4 WOOD nSMS W� SMS WSS POWERS ET ... _. _ SCREW SCREW _ CONFLEX__ L0.TRACON TAPCON UL7RACON __-_. _. ___.--- TO 2700 PSI 'f031B2 PSI T03500 PSI TO 2II99 PSI 7O � FILL FILL TO HOLLOW POWER- 703000 P31 � �� ro �ro � ro G=0 !2 TO G=0 55 T}UiEAD THREAD Bq. EXISTING STRUCTURE (TYP) 1/4"0 TAPCON ® 1/4" 0 SELF A CONCRETE FILLED CMU, HOLLOW 12" O.C. (TYP) TAPPING SMSO CMU, TIMBER, ALUMINUM, OR 12" O.C. p'° STEEL BY OTHERS p 5/16"0 TAPCON, 3/8"0 u ANCHOR, 1/4-14 SCREWS R 5/16-24 SCREWS CENTERED OR ATrP). REFER TOBUILDOUTTABLES ON p SHT. 5 OF 11 a SHUTTER HOUSING 58 MM SLAT EXISTING STRUCTURE 14 (TYP) CONCRETE FILLED CMU, REFER TO SHT. 11 HOLLOW CMU, TIMBER„ OF 11 FOR ENO ALUMINUM, OR STEEL BY CAP OPTIONS OTHERS SEE RAIL TRACK VERTICAL BUILD —OUT (OPTIONAL) p L 3"X3"X1/8" a, ALUM. (TYP) 1/4" 0 SELF TAPPING SMS6 12" O.C. a p BUILD —OUT SILL(OPTIONAL) 1/4"0 TAPCON 12" O.C. (TYP) EXISTING STRUCTURE (TYP) e CONCRETE FILLED CMU, p - HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY OTHERS BUILT —OUT INSTALLATION END RETENTION TRACK 3 WALL MOUNT INSTALLATION 4 SCALE 3"=l'-0" REFER TO BUILDOUT TABLES ON SHT. 5 OF 11 END RETENTION TRACSHOWN"I 3/16" +/-. 5/8"0 OR 13/16 m END CAP REFER TO ACCESS HOLE (TYP) SHT. 11 OF 11 4" BUILD —OUT INSTALLATION END RETENTION & NON —END RETENTION 4 SCALE 3"=1'-O" D EXISTING STRUCTURE (TYP) CONCRETE FILLED CMU, HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY OTHERS 5/16"0 TAPCON, 3/8"IFEND REFER TO BUILDOUT ANCHOR, 1/4-14 SCREWSTABLES ON SHT. 5 OF 11 OR 5/16-24 SCREWS2"x3"xt/B" CENTERED OR STAGGERED3"x3"x1 B" (TYP). REFER TO BUILDOUT TABLES ON SHT. 5 OF 11 NON END RETENTIO TRACK SHOWN CAP ON TO 5/8"0 OR 13/16"0 SHT. 11 OF 11 ACCESS HOLE (TYP) 2"-3" BUILD —OUT INSTALLATION END RETENTION & 2 NON —END RETENTION 4 SCALE 3"=1'-O" ^w 11-1002 NOTED 10 oz 11 = 'Joh ` mpoann Jr., PE 4 of 11 #--47516 MAXIMUM SPACINGO.C.1 _.._.--. .... ..... ' 1/Y ELCO If*'SS DW 6I1S ELCO 5'1S' ITW TAPOON 1/4'WE 71Y ALLO r S 8 4 1 S 3IP EL00 CONFLEX 1IY LAG 5/iS tAG r14 WOOD EMS W1 SMS W! POWERS POWERS SET jz� ULTRACON TAPCON ULTRACON TO GROUT- POWER- SCREW SCREW' SCREW FULL FULL WEDGE. TO 1819 PSI TO 4510 PSI TO 2700 PSI TO 3192 PSI TO 3500 PSI TO 2899 PSI TO HOLLOW T03000 PSI TONOLLOW TOG=0.55 70G=0.42 TO G=0.55 THREAD THREAD BOLT •-•-'- "' FILLED BOLT MN. MN 703000 P51 "__.._. X.._"....-._.- .. .. CONCRETE T03000 PSI CONCRETE: CONCRETE; R MN. MIN. MN. MIN. CONCRETE MIN 8LOCI( MNWOOD; MIN WOOD; MINW000: PEAE7RA-M CONCRETE: BLOCK; BETE; CONCRETE; CONCRETE; CONCRETE: NOR S/1A718 ..".--.._.-I.. -. -... _..."_"_...__... _...._ .. .-... 9LOCK: MN' 0.87E ML1 1.SMW. 7MN. 1-SMN. NOR 114R0 NOR 511F18 MIN. 3S' MN. 3.5' M04. 7.75 MN. 1.75' MN. 7 MIN- 22S M04. 1.75' MR 0.875 MPL `---"""--"" '""""'""' "-"----" 22S'MN. CONCRETE; EMBED EMBEDMEN EMBEDMEN EMBEDMEN 41065 TFRU 410OL iHR CONCRETE: EMBElM1EN EMBEDMEN EMBEDMEN EMBEDMEN EMBEDMEN EMBEDMEN EMBELMEN EMBEDMEN BOLTTO BOLT TO aS NN. T T. EMBEDMEN T; 2S MIN T; :END RETENTION (BULDOUT MOUNT) T. T, T. r, 7 MIN. 0.75' MN. O.7S,M91 0.7E MIN 0.125 MN. o.2S MOL EMBEDMEN 3.75 MN. a75' MN. T EMBEDMEN 25' MN. 2.5' MIN a12S MR 3.125' MIN 4' MN. 3• MIN 4' MIN. T EDGE EDGE EDGE EDGE 6063-10 W6346 T: EDGE EDGE SLAT DESIGN EDGE EDGE EDGE EDGE EDGE EDGE R. f EDGE 7 MN. DISTANCE DISTANCE DISTANCE DISTANCE ALUM; ALUM; 4S MN. DISTANCE DISTANCE SPAN PRESSURE DISTANCE DISTANCE DISTANCE DISTANCE DISTANCE DISTANCE 84' +/-3D PSF 143.1 LBIFT 145.0 LBIFT 10.P la(r lair lair 10.P lair 10.P 10.P lair lair 10.P 10.P lair TOP 70.P 10.P 10.P 84' +!_35 PSF 249.4 LBIFT 194.2 LBlFf 70.P 10.P 10.P 10P 10P tO.P 10.P tO.P 10.P 7.0' &7' 7.1' fO.P tOP lair 10.P lair _ W +I- PSF LB/ 245.2 UB/FT 9.1' 10Ar 10.P 10.0' 70.P 7.P TOO- 10.01 7.ff 5.P 4.4' 5.7' B.7 &7 iQP 10.P tO.P W M-45 PSF 461.4 Ui 2B8.0 LSIFT 77 7ff 10.P law 10.P 6.7' 1 ax &B' 1 B.S. 3.9' 14, 4.P 6.S &S 10.0' 10.01 lL(r W +1-50 PSF 567.1 LBIFT 352.4 LBIFT 6.0' a5' 10.P lair _ lao, 5"1, 1 7.T 7. 5.21 32 3.3 S.S S.P 10.01 la(p 10P 3P 4.1' 4.S 10.P TO.P 10.0' W +1.60 PSF 778.1 LB1FT 466.5 LBIFT 4.Y 46' 8.7 &P &7' air S.T _ 54' 4.7 7"0FT 3.P a3' 3.3 10.P 10.0' 10.01 SC W +/-70 PSF 1. 80 PSF 988.2 1 1197.6 LSIFT 587.41 3.6' air 715.0 LBIFT at' aV BY 6.3' 5.7 6.4'_ 5.T 3.01 4. aT a5 10LP lair lair 8!' - 9090 PSF 14051 LBIFT 849.3 LSIFT 4.5' 4.4' 45' at• : 9.7 9.1' lair " 84 +/-100 PSF 1613.7 LB/FT 9902 LSIFT 3.91 a6' 3.ff. air 7.91 10.01 B4' t/-110 PSF 18=4 LBIFT 1137.61LB/FT 3.4' a4' 34' 7.0' 6.ff &9' 84' i/-72D PSF N 11L i 7291.S LBIFT 3.1' aP 3.P &3 6.2 7.9' 7.6' 4.P 4P I.T &4' 8.6' 10P tO.P lac. 9S sl• 30 PSF 401.4 LBIFT TTn..B LBIFT B.P - 9.51 10.P 10.P 10.0* 7.T 10.P tO.P _ _ g6' +/•35 PSF 531.6 LBIFT 277.2 LLLIFT 6.T 7.7 10.0' 10.P lair &P &ff 8.3' 57 a5' 1P ae 6.S &8' 10.P la(r 70.P -SS +I.40PSF 561.9 LBIFT 3320 LBIFT 5S &P 70.P 10.P 70.0' 4.7 7.7 &T 4.P 10.P lair 70.P BS SF 792.0 LB/Ff 387.2 UBIFT 4.S 5P au, &4' B.S 47 6.1' 6.T 4.0' 4.S 4.S 10.P lair lair 8.0 FT 9S PSF 44aOLBIFT 4P 4.7 7.4' 7.7 7.3' 3.S 53' Qff 3.S 0.P -4"r 70.PV7.9' la.P 922.2 LBIFT S.T &01 4.7 3.9' ata7 70.0' 109E 9S PSF 11825 L8/FT 5559 UBIFT 37' 3.4' 5.0' &T aY ..7 9SW P3F PSF 14428 LSIFT 1703.0 UNFT 670.E LRIFf air 787.3 LBIFT 48' 4.1' 4.7' 4.P 4.7' 4.P 8.7 10.P120'PSF F-i-60PSF 849.8 LBIFT 3459 LBIFT 45' 4,W &5' 8A- &3' 4.3' 6.1' 5.6' 4.0- 4.T S.P 10.P lair 12PPSF 1032.0 UBIFT 414.3 LSIFT 38' 4.1' 7.P &T &e' aS 51' 4S 3.3` 3ff 42 10.P 10.0' 12PPSF 1214.2U3FT 483.3 LBIFT a7 as, &0' &ff Sr 10' 4.7 4P 3.P a7 ae' 10.P 10.P10.0FT 12PPSF 1396.3 LBIFT 5527 LBIFT 3P 5.2' 5.r 5.1' 3.P 3.4' 3P 3.1law lau, 127PSF 1578.5 LBIFT 622.7LBIFT 4S 4S 45' 9.1' 10.P _ 12P +h Sa PSF 19428 LBIFT 754.1 LEIWT a8' 3.T 3.T 7.,V aw 12P +/-70P F 2307.0 LBIFT 907.E LB/FTa7 t' 3.1' &1' 5.5' 7.0' 12P 144'. +1-50 P6F +/-20 PSF 2871.2 LBIFT 789.6 US/FT 1053.7 LBIFT 2B4.9 LBIFT 51' SS - 9.5' 9.7 9.7 5.4' 48' 6.9' -1 6.7 4.Y 5.4' S.9' 10.01 lao, 10.01 14Y +1-25 PSF 1029.3 LBIFT 366.3 LB1FT 3.P 4.7 7.7 7.2' _ 7.1- 3.7- 57 4.8' a Ir 4.7 4-S 10.7 10.01 10.0' 5'r 3.01 1 4.3 1 mr I . 3.T la(r 100 100 144' 14Y +1-30 PSF +1-35 PSF 1269.0 LB1FT 150117 LBIFT 448.4 LBIFT a7 aY 5.91 531.1 LBlFT aP 5.P 5.r 49' 4.8' 3.6' 1 33• - air a7' &6' tO.P' 10.P 12.0FT 144' +1.40 PSF 174&4 LB/FT 6144 LBIFT 4.3' 47 4.7 a1' 8.5' &7 la(r 144' +1-45 PSF 19WO LB/FT 69&4 LBlFT ar a7' aT 7.4' 7.7' 9.P 144' +h SO PSF 2227.7 LB/FT M.0 LB/FT a4' 3.3' 3.7 &S &ff &6' t44' +l-55PSF 2467.3 LBIFT -3lBlF'T aP 3P fiP -6.7 7.7' 1W +/-20 PSF 1084.6 LB/FT 350.0 Li I Sir41' 1 7.1' 1 7.01 S.ff aT 57 4.T 3.7 4.7 .S lao"lair tO.P t6S +/-25 PSF 1396.8 LB/FT 445.3 UBIFT 3.7 &S S.S S.Y 4.1' aT 3.7 3S tO.P tO.Ir 10.P 168' +/-30 PSF 1689.0 LB1FT 541.3 LBIFT 4.S 4.5' 4.4' 3.3' air 3.P 8.ff 9.1 10.P 16W +/_ 35 PSF 1991.2 LBlFT 638.0 LBlFT aff 3.8' 3.7' I.S. 7.9' Sw 140 F7 tW +h 40 PSF 229a31BlFT 735.51B/FT a4' 3.7 3.7 1W +h 45 PSF 25955 LIFT 833.7 LBIFT tW *h 50 PSF 2897.E LB1FT 932.E LBIFT 57 54' fi.T iW +/-55 PSF 3199.7 L8/FT 1032.3 LB/FT 4Ta.ff 6.1' 192' +h 20 PSF 1-2 -T 4110LBIFT 3.P 3.7 &T 5P &S 47 3.7' 3Y aP tO.P 10.P 10.P 197 +/-25 PSF 1757-S USIFT 523.4 LSIFT 4S 4.4' 4.7 3.3' aP 9.1' tOP 197 +h 30 PSF 2120.7 LBIFT 63&0 LBIFT 3,T 39, 3.5' 7.7 7.S 9.7 197 0"35 PSF 2489.9 LB/FT 747.E LB lFT 3r 3.1' air&1' &4' 8.P lao FT N-40 PSF 23587 LBIFT 861.8 LB*T 53' 5.6 6.9' 19Z 197 +/-45 PSF 32%2 LBIFT B77.0 LB/F'f 4T 44 Ell 197 -71 50 PSF 3 22 LB/FT 1093.4 LBIFT 4.7 4.Y 5.5' 197 +/-55 PSF 39%2 LBIFT 1210-9 LB1Ff 3.01 4.P 5.P _ 216* +I-20 PSF 1687.9 LB/FT 47fi9 LB/FT 4.T 4S 4.5' 3.61 a7' 37 &1' 9.91 lac, 216* +/-25 PSF 212114 L31FT 604.4 LB/FT 3.T aT 36' 7.7 7.S _ 9.4' 18.0 FT 210' +/-30 PSF 25B&8 LB/FT 734.0 LBWr 3.1' aP &01 &T 7.8' 21S t/_35PBF 3009.1 UYFT B657 LB/FT 5.1' 5.4' - &6' 21S +/-40 PSF 3449.3 LBIFT 899.4 LBIFT 240.P +7-2D PSF 200i4 L8/FT 566E LB1FT 4.P 3P air 7.T 8:T' 70.P• 240.P W. -4 LBffT 727.0 LLLIFi ar al- aP 20.0 FT 240.P +/-30 PSF 1 31 m2 LB/FT 89a8 LBIFT Na +/-35 PSF 3551.8 LaF7 1057.1 LB/FT 240.P +1.40 PSF 4067.3 LB/FT 1246.9 LBIFT ,i ., PE f�pTl a d EXISTING STRUCTURE (TYP) EXISTING STRUCTURE (TYP) s _ p d d CONCRETE FILLED CMU, CONCRETE FILLED CMU, > 5/16"0 TAP.CON d dd HOLLOW CMU, TIMBER, HOLLOW CMU, TIMBER, H o X$ (TYP) END CAP ALUMINUM, OR STEEL BY ALUMINUM, OR STEEL BY OTHERS e SYSTEM 9NLY d OTHERS d p a D OPTIONAL STAGERRED D d OPTIONAL STAGERRED Cis d - ATTACHMENT ATTACHMENT 5/16"0 TAPCON, 3/8"0 5/16"0 TAPCON, 3/8"0 O ANCHOR, 1/4-14 SCREWS OR ANCHOR, 1/4-14 SCREWS OR 5/16-24 SCREWS (TYP). 5/16-24 SCREWS (TYP). d ' p REFER TO BUILDOUT TABLES d ; D REFER TO BUILDOUT TABLES ON SHT. 7 OF 11 ON SHT. 7 OF 11 0 1 /8" OR 1 /4" WALL 1 /8" OR 1 /4" WALL THICKNESS. REFER TO THICKNESS. REFER TO p BUILDOUT TABLES ON p BUILDOUT TABLES ON SHT. 7 d REFER TO SHT. 7 OF 11 d REFER t0 - 0E t1 END CAP REFER TO C 0 p- BUILDOUT d TABLES ON + - END CAP REFER TO SHT. 11 OF 11 p• BUILDOUT 4 TABLES ON SHT, 11 OF 11 SHT. •7 OF 11.4 SHT. •7 OF 11-d END -RETENTION TRACK SHOWN NON END -RETENTION TRACK SHOWN UTTER HOUSING SHR d D 16-0 d D 5/8 13/16-0 OHOLE 0 ACCESS HOLE/(TYP) ACCESS (TYP) +� ts 58 MM SLAT 2",3"OR 4" BUILD -OUT TRAPPED 3"OR 2" BUILD -OUT TRAPPED NOTE: SEE BUILD -OUT TABLET INSTALLATION END RETENTION & INSTALLATION END RETENTION & CORRESPONDING TO THE BUILD -OUT WIDTH AGAINST REFER To SHT. 11 OF 11 FOR END CAP OPTIONS 1 NON -END RETENTION 2 6 SCALE 3"=1'-0" 6 NON -END RETENTION EXISTING STRUCTURE SCALE 3"=1'-0". w 0 _ N L SEE RAIL TRACK VERTICAL BUILD -OUT (OPTIONAL) 0' 11111t . 4'4 a o a 0 00 ff EXISTING STRUCTURE (TYP) CONCRETE FILLED CMU, m t- �i HOLLOW CMU, TIMBER, a ALUMINUM, OR STEEL BY OTHERS ;:I',r,S.J ��;. Ord 11-1002 3/8" ANGLE TRAPPED INSTALLATION - �- � NOTED 10 02 11 END RETENTION & = g 6 of 11 3 NON -END RETENTION Joh , mpmann Jr., PE � 6 SCALE 3"=1'-0" FL- .. W; 47516 DA / L MAXIMUM SPACING (O.C.1 -----'- t� E RX i R.......... :L- y .- .. _...._.._-_..._.__ -- INTERIOR MOUNT) DESIGN PRESBlA4E =4 RY 1/4' 1/YALL SOLE F/4410SS 18'4105 3/8' 1/4 ELCO V4' SS IIW 6116' ELCO 5/15 RW TAPCON 318' ELCO CONFLEX ULTRACON TAPCON ULTRACON - POWERS SET 1/4- LAG 5715 LAG 1"4 WOOD SMS Wl SMS W/ POWERS TO 270D PSI TO 3192 PSI TO 3500 PSI TD 2899 PSI TOGROUT- TO HOLLOW POWER- TO 3000 PSI SCREW SCREW SCREW FULL FULL WEDGE TO 181E PSI TO 45f0 PSI FILLED BOLT TO HOLLOW 70 G=0.55 TO G=D.42 TOG=0.55 THREAD THREAD BOLT MR MIN. MN. MN. MN. MN. CONCRETE MIN. BLOCK; MN WOOD; MIN WOOD; MW WDDD; TO PSI CONCRETE; CONCRETE; CONCRETE; CONCRETE; CONCRETE; CON�7 BLOCK; � CONCRETE; 75-MN. 1.5-MN. 2•MN. 1.5'MW. PN OR 114,20 NOR S PS RED ��� 1.75- MN. 1.7S' MIN. 7 MIN. 22V MN. BLOCK: 1.75- MN. MIN. 0.875 MIN. 0 8 � 3.V MEN. 3.5 MW. EMBEDMEN EMBEDMEN EMBEDMEN EMBE 410 SS 410 SS 7M CONCRETE; EMBEDMEN EMBEDMEN EMBEDMEN EMBEDMEN 2.25'MN. EMBEDMEN CONCRETE;. EMBEDMEN EMBEDMEN EMBEDMEN EMBEDMEN 2.5• MIN T, T. T, T: BOLT TO BOLTTO 3.5 MN. T. T; T, T, T; T; T; T, 3.125 MINI- 3.125' MW. T 4' MN. EMBEDMEN 3• MIN. 3- MN. 0,75- MN. 0.75' MN. 0.75• MEN. 0.125- MIN. 0.25• MIN. EMBEDMEN 3.75 MN. 375' MIN. EDGE EDGE EDGE EDGE 4'MIN EDGE T EDGE EDGE EDGE EDGE EDGE EDGE EDGE DISTANCE DISTANCE DISTANCE DISTANCE }T: ALUM; T, AL1161; ALUM; 4.5' MW. DISTANCE DISTANCE DISTANCE DISTANCE EDGE DISTANCE 3' MIN• DISTANCE DISTANCE DISTANCE !END RETENTION SLAT SPAN 84' +/-30 PSF 229.2 LB(FT 129.01B/FT 10.0' 10.0' 10.0' 10.0• 10.0' 10.0' /0.0' 10.0' 10.0' 10.0' 9.9• 10.0' 10.0• . 10.0• 10.01 10.0' I. SC +/-35 PSF 359.8 LB/FT 165.5 LB1FT 10.0' 10.0' 10.0• 10.0' 10.0' 7.7 10.0' 10.0' 9.0' 8.0' 7.3' 7.6' 7.4' 0.8' 10.0' 10.0' 10.0' 84' +/-40 PSF 491.0 LB/FT 203.1 LB/FT 8.7' 9.0' 10.0' 10.01 10.0' 5.4' 9.7 9.V 6.5 1 8.2- 5.T -5.T 5.5' 4.9' 10.0' 10.0' 10.V 64' +/- 45 PSF 822.7 LBIFT 241.8 LB/FT 8S' 7,3' 10.0' 10.0' 10.0' 4.3' 7.3' 7.W 5.5' 1 5.1' 47 4.V. 4.3• 3.5 10.0' 1 70.0' 10.0• 84' +/- 50 PSF 754.9 LSIFf 281A LB/FT 5.4' 8.1' 9.T 9.3', 10.0' 3.5' 6.1' S.P 4.5' 4.3• 4.0• 4.0- - 3.6' 3Y 10.0' 10.(r 10.0' 7.0 FT e/' 84' 61' +/-M PSF +1-70 PSF +/- 80 PSF 1020.8 LB/FT 1288.6 LBIFT 1558,A LBIFT 353.9 LSlFT 4.0' 4.5 7.3' 7.V 7.6• e.7 S.1' 4.5 3.0' 3.0• 4.8- 3.8' 3.1' 3.4' 3.3• 3.0• & IN 10.0' 10.0' 10.0' 10.0• 9.5' 10.0- tO.D• 10.0• 450.448/Fr - 3Y 3.5 S6' 10.9 LB/FT 3.0' 4.6' 5.5' - 4.6' SC 84' +/- 80 PSF I +L 100 PSF 1830.0 LB/FT 2103.3 LBIFT 635.5 LB/Fr 734.0 LB/FT 4.1' 3,W 3.9- 3.4' 4A' 3.5• 9.6' 8.4' 8.1' 7.0' 10,0• 9.T 04' I +1- III) PSF 2376A LB/FT 8W.5 LB/FT 3.1' 3.0- 3.3' 7.4' 8.7 8.8- 98' +1-30 PSF 522.E LBIFT 181,7 LB/FT 8.0' 9.0' 10.0• 10.0' 10.0• 5Y 6.Y 9.4' 6.7' 0.5' 6.0• 6.0' S.7 4.5 10.0' 10.0' 10.0• _ST a!-35 PSF 079.9 LB/FT 222.3 LBIFT 0Y 7.P 10.0" 10.0- 100 4.Ir 8.9' 1 7.7 5.3' 5.1• 4.5 4.8' 4.1' 3.8' /0.0' 1D.U' 10.0' 96' +/- 40 PSF 837.4 LWFT 263.2 LB 1FT 5.1' S.T 0.7 8T 8.Ir I 3.3' 1 6.7 6.0' 4.7 3.7- 4.3' 3.6' 4.P 3A 303.3' 3.4' 10.01 10.0' 10.0• 10.0' 10.0' i0.0' 98' +/-45 PSF 98&D LB/FT 304.3 LBIFT 4.3' 4.9' 7.8' TV &3' 3.0' 4.8' 3.11 8.0 FT 9V +1- 50 PSF 1152.E LB1FT 345.7 LBIFT 3.T 4Y 6.7' 6.4' .1 - 4.7 1 4.4' 1 3.7 3Y -- -- -- - 10.0' 10.0• 10.0' OW+/- 60 PSF 14e9.0 LB/FT 429.5 LB1FT 3.0' 33' 5.3' S.1' S.T 3.3' 3.5' 10A' 10.0' 10.0' 98' +l- 70 PSF 1785.9 LB/FT 5143 LBIFT 4.4' 4.Y 4.T 10.0' 8.5 10.0' 96' +/- 80 PSF 21034 LB/FT 600.3 LBIFT 3T 3.6' 4.0' 8.9' 7.3' 10.0' 3.T 3.8• 1 3.8' 3.S 70.0' 10.0• 10.0' 720' H-30 PSF 10LB/FT 257.5 L4.3' 4.B• 7.6' BIFT28.2 7.4' 8.4• 4.6• 9 5.1' 120' +/-35 PSF 1244.5 LB/FT 318.6 LBiFT 3.8' 4A' &P &1' 6.9' 4.ir 4Y 30' 3Y i0.0' 10.0' 1a.0' 111` 3,4' 1 3.6- 10.01 10.0' 10.0' 120' N- 40 PSF 1460.9 LB/FT 309.9 L8/F7 3.1' 3.5' 5.5' 5.7 10.0 Fr 120' +/- 45 PSF 1077.5 US/FT 421.E LB/FT 3.0' 4.8' 4.8' 5Y 3.0' 1 3.1' 10.0' 9.4' 10.0' 120' +/- 50 PSF 1894.4 LBIFT 473.6 LB/Fr 4.3' 4.1' 4.6' 10.01 1.4' 10.0' 120' +/- 80 PSF 2328.8 LBIFT 578.4 LBIFT 351 3.3- 3.7' 8.4' ur 9.5' 120' r!• 70 P3F 2763.0 LBIFr 664.5 LB/F7 3.0' 3.0' 32' 7.1' 5.T 6.0' iN' */= 30 PSF 1498.5 LBIFT 341.0 LB/Fr 3.1' 3.5' 5.5' 52' 5.9' 3.3' 3.8' 10.0' 10.0' 10.0' 144' +/• 35 PSF 1777.3 US/Fr 4028 LBIFT 3.0' 4.8• 4.4• 5.01 3.0' 10.0' 9.11 10.01 120 Fr 144• +/• 40 PSF 2058.3 LBIFT 404.E LB/FT 4.0' 3.8' 4.3• 9.T 7.81 10.0' 144' +!• 45 PSF 2339.E LB/FT 527.0 LB/FT 3.5' 3.7 3.8' 8.5 6.9' B.T 144- +1- 50 PSF 2821.1 LB/Fr- 589.8 LBlFT 3.1' 1 3.0• 3.4' - 7.8' 6.7 8.7- 16B' +/- 30 PSF 1981ALS/FT1 408.7 LBIF"T 4.2• 1 40 4.6' 10.0' 8.3' 105 +/- 35 PSF 2311.8 LB/FT 480.7 LBlF'T &V 3.4' 3.9' 8.S' 7.1• AO FT 16V +1- 40 PSF 2802.3 LSIFT 6W.2 LB/Fr 31• 3.W 3.4' 7.7' 6.1' B.T 168' -A 45 PSF 3013.1 LBIFT 626.1 LB/FT 31. 6.8• 168' +1- 5D PSF MU.2 LB/FT 699.5 LB/Fi 5.7' 187 +/• 30 PSF 2438.9 LBtFT 4T7.0 LBlFT i5' &W 3.8' 16.D FT- 19T +/- 35 PSF 2653.9 LWFT 550.7 LBlFT 3.0' 30• 32' 197 +I- 40 PSF 3289.3 LBIFT 045.0 LBrtT 21W +/- 20 PSF 1926.7 LBIFT 358.1 LB/FT 4.4' 4.7 4.6' 21V +(--25 PSF 2430.3 LB/Fr 452.618/F'f 3.5' 3,7 3.8' 18.0 FT 21W +A 30 PSF 2934.8 LBJFT 548.418/FT 30' 30` 3.1' 21W +/- 35 PSF 3439.6 LB/FT 845.3 LB/FT 6.1' 4.e' e.e• 216- +1- 40 PSF 3945.3 LB/FT 743.5 LBIFT 240.0' +/- 20 PSF 2284.5 LBIFT 419.9 LBIFT 3T 3.S 4.1' 240.0' +/- 25 PSF 211780 LB/FT 535.1 LBIFT 30' 3.0' 3.2' 7.7 5.5 eY 8 20.0 FT 240.0• +1- 3a PSF 3473.LS/FT 656.2 LS/FT 240.0' +/- 35 PSF 4072.2 LB/FT 780,2 LBIFT SA'. -' ". N%`7f r •- S.T 210.0• +/• 40 P3F 4873.0 LBIFT 906.0 LB/FT Jr., PE 6 IF3r Q9 Lull P4 EX-1 W a � 00 N WVn W JK 11-1002 x NOTED 10021 7of11 MULLION BUILD -IN, BI END OR CORNER tEX5TING STRUCTURE (TYP) CONCRETE FILLED CMU, —4"x4"x1/4" HOLLOW CMU, TIMBER, 4"x6"x1/8" ALUMINUM, OR STEEL BY SITE 4"x6"x1/4" OTHERS, OR MULLION PER MULLION 10' HT., I MULLION SCHEDULE. -1/4"0 SELF -TAPPING SMS 1/4"0 SELF -TAPPING SMS (rn'•) (TYP.) STEEL BRACKET STEEL Q EXISTING STRUCTURE • d' (TYP) CONCRETE FILED G Q .d. CMU, HOLLOW CMU, v TIMBER, ALUMINUM, OR STEEL BY OTHERS, OR MULLION PER MULLION e SCHEDULE. ° d a e ol Z—EXISTING STRUCTURE 5/16"0 TAPCON (TYP.)(TYPCONCRETE FILLED CMU) HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY OTHERS, OR MULLION PER MULLION SCHEDULE. STEEL Q MOUNTING BRACKET INSTALLATION 2 MOUNTING BRACKET INSTALLATION 3 MOUNTING BRACKET INSTALLATION $ END RETENTION & NON -END RETENTION INSTALLATION WEND RETENTION & NON -END RETENTION INSTALLATION \,tj END RETENTION & NON -END RETENTION INSTALLATION SCALE 3"=1'-0" SCALE 3"=1'-O" SCALE 3"=1'-O" W INTERMEDIATE MULLION ISTING STRUCTURE (TYP) CONCRETE FILLED CMU, v� HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY a OTHERS, OR MULLION PER MULLION SCHEDULE. _ N ki// W 1/4"0 SELF -TAPPING SMS SEE SHEET 3 OF 11 FOR "';�4✓d' _ ►�+ O �i SPACING - g 11-1002 NOTED =i fr- •: x 4 MOUNTING BRACKET INSTALLATION 10 oz 11 8 END RETENTION & NON -END RETENTION INSTALLATION' J0,!l K pm'ann' Jp., PE FL;,_ d7:16a g of 11 SCALE 3"=1'-0" •:�`.:3; .jai 1/4" THICK 6061-T6 ER 1NT. FIULLINSCHE (2) ANCHORS PER ALUMINUM ANGLE, fINT. MULL. SCHED.' 1 "X2" MIN., 4"X4" MAX. 1/4" THICK 6061-T6 z ALUMINUM ANGLE, 0 c 1 "X2" MIN., 4"X4" MAX. --i" MIN. TYP. (2) 5/16" 316 SS MULLION PER INT. MULL THRU—BOLTS, W/ 3/4" SCHED. ORIENTATION MIN. EDGE DISTANCE VARIES FOR INTERIOR OR FROM ANY ALUM. EDGE WALL MOUNT. SEE DETAIL 1 INTERIOR OR WALL MOUNT 4/9 & 5/9 9 END RETENTION & NON —END RETENTION INSTALLATION N.T.S. 1/4" THICK 6061-T6 � g p�� G ER I�I NT..MPULI NSCHE (2) ANCHORS PER ALUMINUM ANGLE, INT. MULL. SCHED.' 1"X2" MIN., LvX4" MAX. z N z MIN. TYP. Q a J � V) - z_ z 1/4" THICK 6061-T6 = ALUMINUM ANGLE, O 1 "X2" MIN.. 4"X4" MAX. (2) 5/1w 316 SS THRU-BOLTS. W1 3/4" MIN. EDGE DISTANCE s MULLION PER INT. MULL FROM ANY ALUM. EDGE SCHED. ORIENTATION VARIES FOR INTERIOR OR WALL MOUNT. 2 INTERIOR -OR WALL MOUNT SEE DETAIL 4/9 & 5/9 9 END RETENTION & NON —END RETENTION INSTALLATION N.T.S. 1/4" THICK 6061—T6 g�pC� G ALUMINUM ANGLE, ER INT. 61ULLNSCHE (2) ANCHORS PER 1 "X2" MIN., 4"X4" MAX. INT. MULL. SCHED' w O O z �^ �" MIN. TYP. N m z 2 �L 1/4- THICK 6061-T6 - ALUMINUM ANGLE, O O O 1"X2" MIN., 4"X4" MAX. (2) 5/16" 31 THRU-BOLTS, W/ 3/4" MULLION PER INT. MULL MIN. EDGE DISTANCE SCHED. ORIENTATION VARIES FROM ANY ALUM. EDGE FOR INTERIOR OR WALL MOUNT. 3 INTERIOR OR WALL MOUNT SEE DETAIL 4/9 & 5/9 9 END RETENTION & NON —END RETENTION INSTALLATION N.T.S. p THRU-BOLTS PER INT. MULL. SCHED. MULLION PER INTERMEDIA MULLION SCHEDULE. a W xa ANC ORS PER INT. MULLION SCHED. THRU-BOLTS PER INT. �- b c7 3 �43 MULL. SCHED. p O 1/4" THICK 6061—T6 1/4" THICK 6061—T6 ALUMINUM ANGLE, ALUMINUM ANGLE, �3 O 1"X2" MIN., 4"X4" MAX. 1"X2" MIN., 4"X4" MAX. �� C MULLION PER INTERMEDIATED v MULLION SCHEDULE. ANCHORS PER INT. 'MOUNTMULL. WALL MOUNT INTERI SCHED. 4 MOUNTING CONDITIONS VERTICAL SECTIONS 5 9 END RETENTION & NON —END RETENTION INSTALLATION N.T.S. 9 � D INTERMEDIATE MULLION SCHED. W/ EQUAL SPANS BOTH SIDES ANCHOR TYPE MINIMUM SPACING MINIMUM EDGE CONNECTION DETAIL MIN. MULLION MAX. SLAT MAX. MULLION MAX. DP E.R. OR NON E.R DISTANCE SIZE SPAN HT. 1/9 3X3.25 96" 60" 60 E.R. 3/8" POWERS WEDGE BOLTS W/ 3-1/2" EMBED TO 3000P SI 4.5" 4.5" .2/9 4X6X.25 180" 90" 60 E.R. MIN CONCRETE 2.5" 4.5" 3/9 4XBX.25 240" 90" 40 E.R. 3/8" POWERS STEEL DROPIN W/ 1-9/16" EMBED TO 3000 PSI MIN 4.5" 5.25" 1/9 3X3.25 84" 90" 120 NON E.R. 2/9 4X6X.25 144" 90" 120 E.R. CONCRETE 2.5" 5.25" 3/9 4X6X.25 168" 90" 60 E.R. 5/16" ITW TAPCON XL OR ELCO ULTRACON W/ 2-1/4" MIN. EMBED TO 3500 PSI MIN. CONCRETE 5.0" 3.125" 1/9 3X3.25 84" 90" 120 NON E.R. 2/9 3X3.25 1 96" 60" 1 60 E.R. W F z N a � JK 11-1002 NDTED i 02 11 g10 John Tpmann 'Jr., PE FL:, ° n 1}!:..475.16 9 of 11 / C ROLL FORM .030 TO .050 m .030 TO .050 BOX COMPONENT & ASSEMBLY DETAIL END CAP SYSTEM SCALE 3'=1'-0" COMPONENTS FOR GEAR OPERATED SYSTEM (!)-UNIVERSAL 2Q -CRANK 0-GEAR INSERT (GEAR TO AXLE CONNECTOR) ®-DRIVE CAP, 60MM-70MM 5Q-OCTAGONAL AXLE, STEEL OR ALUM 70MM-100MM 6Q -SIDE END CAST CAP 6"-14" -SIDE RAIL (a) -ALUM. HOUSING HOOD COVER 9S -GEAR PLATE OR MOTOR BRACKET ®0 -BEARING PLATE / IDLER SUPPORT 0-STEEL BRACKET W�W N a NOTED10021 AJ."J" rodirii+nn J�., PE 10 of 1ii•67S1R� 3 1.275 1.42R 0.220 0.567 0.410 L 2.626 58MM SLAT SCALE 1.2 3.329 r- 0.125 _ 1.145 - El 0.080 0.693 857 } ri.477 1.853 58MM SIDE RAIL W/ RETENTION LEGS SCALE 1:2 -2.288 0.567 � 0.316 r 0.210 0.500 0.710 I I 3.329 0.125 ' 1.14� 5 Li 0.080 0.693 _T I- 1.477 1.853 58MM SIDE RAIL W/O RETENTION LEGS SCALE 1:2 0.567 2.288 _I r 0.316 i I 0.540 1.330 0.500 0.710 0,500 J __ DEND CAP & UP W/OUT BUSHING n END CAP & TIP" W/ BUSHING SCALE 1:2 SEE DETAIL-1 ON SCALE 1:2 SEE DETAIL-2 ON THIS SHT. THIS SHEET 1.33 o.so� 1 0.540 fl0.500 0.710 T___T DETAIL-1 DETAIL-2 DETAIL-3 3 END CAP W/ BUSHING SCALE 1:2 SCALE 1:2 SCALE 1:2 SCALE 1:2 SEE DETAIL-3 ON 2' TO 7' 2' TO 14' 14' TO 21' THIS SHEET NON -END RETENTION END RETENTION END RETENTION a mprrigrirl. Jr:; PE :. �; .... :-4751V Pa �gm ram. N �a JK 11-1002 NOTED 10 02 11 11 of 11 Florida Building Code Online Page 1 of 2 wrstFilil � a �rr• $"z as�4 19 Flu(*da Deminiemd BCIS Home i Log In User Registration Hot Topics Submit Surcharge 3 Stats & Facts Publications FBC Staff € BCIS Site Map Links i Search Bushes • �� Product Approval y FUSER: Public User Regulation �Product Approval Menu > Product or Application Search > _Application LI5t > Application Detail ,.�i t FL# FL13779-R2 ` �t;�� , Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Crimsafe North America Suite 1-3 3020 Reynolds Rd Lakeland, FL 33840-2440 (863) 510-0188 mhess@crimsafe.com Mark Hess mhess@crimsafe.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j Evaluation Report - Hardcopy Received Robert L. Clark PE-39712 Architectural Testing, Inc. 12/31/2014 William D. Robertson ' Validation Checklist - Hardcopy Received FE..].37-r9 R2 COI Fixed Buildout prod eval ].122.20F]..pdf Referenced Standard and Year (of Standard) Standard ASTM E 1B86 ASTM E 1996 ASTM E 330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 2006 2006 2002 1994 1994 1994 httn•//www flnricinhnildinu nrcr/nr/nr nnn cltl ncnx?nnra-fn=wC-rF.AIXOwtDcivgk7vHMiiovht.-. 5/31/2013 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/23/2012 Date Validated 06/25/2012 Date Pending FBC Approval 06/27/2012 Date Approved 08/07/2012 (Summary of Products i FL # IlModel, Number or Name Description 113779.1 Fixed Build -Out Hurricane Screen Aluminum Fixed Build -Out hurricane screen with Stainless steel mesh ` Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13779 R2 II FBC Fixed Build -out 05172012.pdf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +75.0/-75.0 Evaluation Reports Other: Overall size tested 53" wide by 85" high FL13779 R2 AE Fixed Buildout orod oval 11222011.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ed WE e0heck Im httn•//xxnuw flnritinhnilrlina nra/nr/nr Ann rltl ncnv9narnm=AxiC'FVX(l,txrtT)nvalr7xrT4AAitnvht 5/111 /7f1111 protection by All IN Crimsafe North America PO Box 2440 Eaton Park FL 33840-2440 Phone: +1 863 510 0188 Fax: +1 863 665 0485. 02 02 01 TYPICAL ELEVATION O1 SCALE EXTER ELEV BUILD -OUT WINDOW HURRICANE SCREEN ES MAXIMUM ALLOWABLE DESIGN PRESSURES: +75.0 PSF —75.0 PSF MIN SEPERATION FROM GLAZING: HVHZ 3' NON—HVHZ 1.575' GENERAL NOTES : 1. THE WINDOW SCREEN SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE WITH AND TEST PROTOCOLS TAS 201, 202 & 203. THIS SYSTEM MAY BE USED WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AS WELL AS THROUGHOUT THE STATE OF FLORIDA. 2. POSITNE AND NEGATIVE DESIGN PRESSURES SHALL BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE. 3, INSTALLATION OF ALL UNITS SHALL ALLOW FOR RESPECTIVE MINIMUM SEPARATION FROM GLAZING AS NOTED ON THIS PAGE. REF SECTION DETAILS FOR DESCRIPTION OF THIS DISTANCE. 4. MULTIPLE UNITS SHALL BE INSTALLED USING APPROVED ALUMINIUM STRUCTURAL FRAME OF ALLOY 6063—T5(MIN). FRAME SHALL MEET ALL APPLICABLE IMPACT & WINDLOAD CRITERIA, AND SHALL BE INSTALLED PER RESPECTIVE PRODUCT APPROVAL DOCUMENTATION. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DEFFERENT FROM THE CONDITIONS DETAILED HEREIN, A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 7. PERIMETER SQUARE TUBE MAY BE ANCHORED TO VERTICAL FACE("FACE MOUNT'S OF HOST STRUCTURE. 8. SYSTEM MAY BE INSTALLED VERTICALLY OR HORIZONTALLY (AS SHOWN IN THIS PAGE). Manufacturer: crirmsafe Crimsafe North America PO Box 2440 Eaton Park FL 33840-2440 Phone: +1 863 510 0186 Fax: +1 863 665 0485 Product: SYSTEM NOTES BUILD OUT VWNDOW HURRICANE SCREEN 1. FRAME & PANEL CONSTRUCTION: EXTRUDED ALUMINIUM FRAME CORNERS ARE MITERED, Engineering: AND SCREWED. 2. FRAME DOES NOT CONTAIN ANY HARDWARE.y�� 3. MESH CONSTRUCTION: STAINLESS STEEL /V � %" / GRACE MESH IS MADE UP OF 304 "HIGH TENSILE"�` STAINLESS STEEL, WITH 4 0.035' STRANDS ARRANGED 10 STRANDS BY 10 STRANDS PER SQUARE INCH ! Rev. Ra. Descroian THE MESH INFORMATION IS DESCRIBED IN SHEET 3. 29ffl2 Changed Wing on GWrol notes 1. 4. THE MESH IS ATTACHED ONTO THE MAIN FRAME 1014112 Changed dhncnson as =*n BY A REMOVABLE ALUMINIUM CLAMP WITH TAMPER RESISTANT SECURITY HEAD SCREW. Date: 24 Sep 2010 Scale: NA Design by: CRIMSAFE PRODUCT CONTROL DIVISION Drawing Number MD-500—BOW Sheet ALL DIMENSION IN INCHES 1 of 4 I ATTACHMENT TO WOOD 01 VERTICAL CROSS SECTION ��QV SIDE FIX HURRICANE WINDOW ATTACHMENT TO ALUMINIUM OR STEEL ANCHOR TABLE: TYPE STRUCTURE MIN EMBD. 3/16' CONCAEIE OR HOLLOW ¢LOCK WRH YN EDGE DWAIICE P. WRH Mo SPACING CF G' 1 3/8' 112 S6 Dri5q 4 M81 OR 5 Ea W" " WML M MOS OF I/B' MID FOGS CMANM Ilf. 1/8" Sh.1 Nelal Suvus WM 5.1111AC71 OF Ir $10 wo /TI�WMWN a1OE OBIANCE 11r. WRH SCKW SPICING OF C 13/8 ATTACHMENT TO HOLLOW BLOCK OR CONCRETE Installation shown is for wood frame, concrete, CMU, aluminum and steel tubes as similar. ALL DIMENSION IN INCHES Manufacturer: Crimsafe North America PO Box 2440 Eaton Park FL 33840-2440 Phone: +1 863 510 0188 Fax: +1 863 665 0485 Product: BUILD OUT WINDOW HURRICANE SCREEN Engineering: I» Rev. Rev. Deac69t. 0/4/1 Ch.0 same ivllue w .62 Wb!e Date: 24 Sep 2010 IrScale: NA Design by: CRIMSAFE PRODUCT CONTROL DIVISION Drawing Number MD-500—BOW Sheet 2 of 4 01 VERTICAL CROSS SECTION 02 SIDE FIX HURRICANE WINDOW 02 HORIZONTAL CROSS SE 02 SIDE FIX HURRICANE '+1 ANCHOR TABLE: TYPE STRUCTURE MIN 3/16' CONCRDE OR HOl1DW BLOCK WON ENIN 1 EOE DISTANCE 2'. WITH SCfteY SPACING OF 6' 110 Sea Dgi, AWNUx OR M FRW C WON YIN WALL Sheet �I Saes s a THON I/O' Ate EDGE INSTANCE I/P. MDI SC R I SPAMt OF C #10 WOOD /IQER MM MN EDGE DISTANCE 1/2'. WIIN SCREW SPX%G OF 6- Installation shown is for wood frame, concrete, CMU, aluminum and steel tubes as similar. VIEW©-© ALL DIMENSION IN INCHES Manufacturer: Q RO Crlmsafe North America PO Box 2440 Eaton Park FL 33840.2440 Phone: +1 863 510 0188 Fax: +1 883 665 0485 Product: BUILD OUT WINDOW HURRICANE SCREEN Engineering: Ref. Rev.Oescdplion Changed same valor on anchor We p/�/1 and 6m n clamed on section Date: 24 Sep 2010 Scale: NA Design by: CRIMSAFE PRODUCT CONTROL DIVISION Drawing Number MD-500—BOW Sheet 3 of 4 �- - 19/16 3/8 t a a n HuBuil /163/16 01rricane SECTION 15/16 11/16 1/4 � e 3/4 1 1/16 02 Hurricane Clamp SECTION n n 3/4 \ 3/16 3/16 03 Window Cover-08B SECTION 04 Window Corner 03A CNR SECTION 05 #80/8" -1701 SECTION BILL OF MATERIAL ITEM DESCRIPTION MATERIAL 07Y of Hurricane Build Out 6063-T5 4 o® Hurricane Clamp 6063-T5 4 Q Window Cover-08B 6063-T5 4 Q Window Corner 03A CNR 6063-T5 4 Q #80/8" -17D1 STAINLESS STEEL 50 JIG X 2 3/4" -170 STAINLESS STEEL 45 Q Tesa Tape - 4 06 Santoprene Insulator Santoprene 4 �' .1�iNX�S%KSX�XTSXXwX1�8xSSYtT�I' 06 #10 X 2 3/4" -170 SECTION 07 Tesa Tape SECTION 08 Santoprene Insulator SECTION 0 = 0.035" direction) 'eft direction) WARP= 10 STRANDS FOR 1" SCREEN INFORMATION ANCHOR NOTES: 1. ALLOWABLE ANCHORS SHALL BE AS LISTED IN APPROPRIATE ANCHOR SCHEDULE AND SPACED SHOWN ON SHEET I ELEVATIONS 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT DEPTHS AND EDGE DISTANCES SHALL APPLY AS NOTED IN APPROVALS 3. SYSTEM MAY BE INSTALLED TO CONCRETE, HOLLOW BLOCK, WOOD, STEEL, OR AN APPROVED IMPACT RESISTANT ALUMINUM FRAME OF ALLOY 6063-T5 (MIN). FRAME SHALL BE INSTALLED PER RESPECTN'E C WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 5. WHERE WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL (MIN) WOOD STUD (3/4'. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), AND SHALL PENETRATE 1.5' MIN. WOOD STUD SHALL BE "SOUTHERN PINE' G=0.55 OR GREATER DENSITY, WOOD SCREW SHALL HAVE PHILILIPS 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, 7. ALL SCREWS TO ALUMINUM SHALL BE INSTALLED WITH FULL THREAD PENETRATION AND MINIMUM 0.5' EDGE DISTANCE TO APPROVED 6063-15 (MIN) ALUMINUM FRAME (0.125" MIN THICKNESS), ALL DIMENSION IN INCHES Manufacturer: (6Sp Crimsafe North America PO Box 2440 Eaton Park FL 33840.2440 Phone: +1 863 510 0188 Fax: +1 863 665 0485 Product: BUILD OUT WINDOW HURRICANE SCREEN Engineering: 410 N-' Rev. Rev. Dmolbe Date: 19 March 2010 Scale: NA Design by: CRIMSAFE PRODUCT CONTROL DIVISION Drawing Number MD-500—BOW Sheet 4 of 4