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HomeMy WebLinkAboutProduct ApprovalY,/i1N N Professional Regulation BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Unks I Search I Florida 'Product Approval USER: Public User BFai Product Approval Menu > Product or Application Search > epplication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17080-R3 Revision 2020 Approved K Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutters.com Impact Protective Systems Operable "File Copy � U?- -&F �79 CODE COMPLIANCE ST. L CIE COUNTY DBOCC47/?Z Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwa 20-190.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products FL * Model, Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System / HVHZ & Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20- 190 pdf Approved for use out HVHZ: Yes Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design Evaluation Reports load and 5'-2" for +160, -160 p.s.f. A.S.D. design load. See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg20- 19�pdf sheet 13 for additional spans and loads. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coht 2007-2013 State of Florida.:: Prlvacv Statement :: Accessibllity 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 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: ® eCheck M ,Credit'Card: • Safe I . TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE2020 (71h EDITION) OF•THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NHVHZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IBM (HVHZ) Q 160D (NHVHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGG WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. IN ORDER TO VERIFY THAT COMPONENTS R ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS= USED IN THEIR ANALYSIS. A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 k 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. (H.E.T.I.), HURRICANE TESTING LABORATORY (H.T.L) R AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, TAS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 B 16D4 OF THE FLORIDA BUILDING CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS @ ® SHALL BE # 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 ks1 YIELD STRENGTH & 187.4 Its! TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN SON SERIES FLUOROPOLYMER COATING, AS MANUFACTURED BY WHITFORD Co, BOX 307. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.8 ksl. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2016 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ SO Ioi YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL RW/BUILDEX TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411 c x . ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOT WITH ALUMINUM MANDREL S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: 1/4" 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDEX, INC. TO MIN. 1'c=3192 PDT. 1/4" 0 x 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. f'a-3000 psi. - 1/4" / CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. f'c=3350 psi. NOTES A.1) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. MINIMUM EDGE DISTANCE (LO.) SHALL BE AS PER SHEET 13. A.2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 R A.2 ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL- ASTM C-90. - 1/4" 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY AS .MANUFACTURED BY I.T.W. BUILDER, INC. - 1/4" 0 x 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4" 0 CRETE-FLEX. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES: B.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4" 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 .1/4' MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 13. B.2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8") INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 9.1 R 8.2 ABOVE (C) TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. - 1/4" 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, OR 1/4" 0 CRETE-FLEX. AS MANUFACTURED BY FIW/BUILDEX. INC @ ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR j 14 NDS WOOD SCREWS OR 1/4" 0 NOS LAG SCREWS. NOTES: MI) MINIMUM THREADED PENETRATION OF 1/4" 0 TAPCON OR 1/4" 0 CRETE-FLEX OR /14 NOS WOOD SCREWS OR 1/4" 0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Cl THRU C4 AND CS THRU CB CONNECTION TYPE. AND 2' FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4" 0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR 1/4.0 NDS LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. C.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE. FY=33 KSI (MIN.) MATERIAL -1/4" 0 ITW BUILDER TEX SCREWS, W/ FULL THREAD PENETRATION. mom, D.I) MINIMUM EDGE DISTANCE OF ITW BUILDER TEK SCREW 1'. 7. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER. L 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 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. iQ, PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. FOLDING IMPACT PROTECTIVE SYSTEM'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. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Ls. 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 PRODUCT EVALUATION DOCUMENT PROVIDED NE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTIDN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (0) 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 DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO' THIS LATTER THE SITE SPECIFIC DRAWINGS. FOR REVIEW. (E) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (fth t Nan 1Bph Vslocify Hurttoam (70 BE U3M"INHF7flT_INSTALLA7ION: MAY INCLUDE PERFORATIONS AS PER DETAIL ON SHEET 3) ® WALL HEADER 6063-T5 ALLOY y SSW' Q g d 7Jla• 4J63• ® SLAT WOW 6063-T6 ALLOY AS 3300 FEET OBE LISM IGRR HGHERNLY FABO CRADOR EO MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20, 21 & 22 ON SHEET 3) (W ALT. BOTTOM TRACK ADAPTER 6063-116 ALLOY - .a9v �o �A_T_ � EENTERPIECE.� 6663 T6 ALLOY 2500' L-END" 606J-T5 ALLOY 29�I' 19ae' S 2790' RIOR CENTERPIECE 6063-116 ALLOY 2rae' 20ra- aaT' 2725' _ zutr }, p .eaggo• 8 tl •�' _ 8 ,psr ry MI. 251a' NG' :HEADERS �®f �BOTTOA�ZSILL-T CK' ALLOY 6063-716 ALLOY 12 COMPONENT-- a b t1 t2 c 1® 2' 5' MAX. 0.125• 0.125" 2' 4' MAX. 0.25" 0.25" 1© 1' Y MAX. 0. 662' 0.062' 3 6 ALUMINUA - ANGLES 6063-75 ALLOY .laze• $ �6 ® RAIN HOOD 6063-75 ALLOY _ COMPONENTS N_, FLORIDA BURRING CODE (NIgh & Man fth Y HuFTLaans Zuni Y .; ! - ®2029 XWXO d4 \\GEiVI$'� '•: '� II FOLDING IMPACT PROTECTIVE SYSTEM sown en a_ No. 44167 =_ L E C O FOLDING SNUT�EB CORP. uP '"a;E'° �� 1ERPOST_ FFF.. WMESfINO t EMNEMNO COMPANY °� STATE OF xe s� w �v+9 (1-19D. F. 1.wp11-1511 :TIAN 196E IIINTN NI1116t I�q lL 9LYD PAW 9EAON. R J3r0{ Plt 190a-047iT71 !f 20-190 -�.,r..-.-•- ALLOY" • �i Q., F e-moA: mter0000t.tam A` .• (O RIDp• CA-OW9719 ` �'*0 ' 1f'00Af OWtwIM N. RE ��� \VG �� RDR., MUrr {4187 --�-/ wn nyF n . - - SHEET 2 OF 13 mma p i (3 ROWS OF 1rNara c7FAaARd I ' 7/4' / fIOCES i meuTTor � I I FA/ SPACED ' 00 0 0Q00 ..I +N 8� , BOTH r I I -, I Z-CLIP FACN SIDE TABLE 1: SOURCES FOR do SUPS i ' LNRECT70N5. i I ' 1 ""`� i i i ' OF WINDOW (SEE TABLE 1) OPnVAG KNUCKLE" i i O" O O O$0 i 1 SUTS AWUCKLE (>?J20 I . i i +� STANbV✓n >rffTRavcE W�rm(%YP) SAW OWYOH47T£ RZM OO ; I D'I LLCAKI OLGN i Uy" i0 Ems080 0 0 0 0 i i _ L_— ___�WyArDOiY HEWING _ SPECFM GRAVITY ASiY 0792 0.W Ib�n 0.043 IbAn' . iPAQ Mum m STRENGTH ASTM DSM 9.400 p.tiI. DAM p.a4 _ FLMRM. STRENGTH AT YIELD ASTM D790 12,500 p...i. 13A00 p.r.L 1/9 FLEXURAL MODULUS ASIM D790 340,000 P..l. 343�000 p.d 1.000' SW -IN END ��,y. a 8 i MAX. 3 •� �� NOTCHED ¢OD ASTY D256 iB FF-fbr. 17 FT�bAIn (SEE TABLE 2) SMOKE DFNSm ASTM D2843 472 x 64L s MAX S i I S RATE OF BURNING .SELF IGNRION ASIM D635 ASTM D1929 C-1 CLASS 1D40 •F C-1 CLASS 950'F SLAT WINDOW SLAT WAVOW 0.060' THICK ASIM 0155 W i h POLYCARBOIJAIE NEIVINC WINDOW (SEE TABLE 1) TENSILE STRENGTH AFTER WEATHERING ASTM D638 9302 p.al. 8840 0.M. _ 23F I F 2 I I NO 7ENSLE STRESS BEFORE WEATHERING ASTM DOS 8461 p-L 5m m i i (2) WWDOWS MAY BE IN ONE SLAT SPACED - N. A MWIARM OF 24' APART, WRH 12' MIN, FROM N i £NOS OF SLAT TOP & BOTRMF. .. .. . • - sur MUST WSTALLED ALLAICENT TO A 9 TABLE 2: SOURCES FOR OR ' r ronor ' �� 4 OR� NOR AT CDRMNS OF PRODUCT. T/P�1L SfAAUM MAS7ER TOM CO~ $o�-� ® SLAT WINDOW DETAIL R BACK MMM FART i 2os19q/B 'I (ELEYA710N) SLAM 000 ((�� ONu0aEO OO i i i 20 . PHYSICAU _ . ; Ti ; SurS _ i KEWM 9'EL2FIC GIRAVIIY ASTM 0792 0.042 IbAN' ry'P) ' i VY 0000 iJ xmuciaEi I I i- f a0 - 1 i WINDOW YIELD STRENGTH _ 11.500 000 O$O i i (J//) ROWS OF �A' SPACED ' -- i i aam• a.0w' y,HOLES �•. FLDNRAL STRENGTH AT YIELD FIE7TURAL YOOULUS ASTN D� AMU D700 15,000 "l 450.000 pl. ._ ___Ji g d a� �m"T i 3N B07H i ro reartau i 'a' '°��• NOTCIiD ¢00 ASTM D256 Ob FF-m/In LODE I DIRECTIONS THERWAL PROPERTIES• . - , f �J�a/a+°—CI�• a2W' COUFMNF OF THERMAL EXPANSION ASTM D698 SS >t 1t~in/in-F �+ Z�TP ® tWAP—IN atp YFLTMG 7EYPERATURE ASIM W418 5007 NO TO BE USED AS AN OPTION FOR ALL WSTALLAT70NS ® SSLAT WINDOW ELEVATION UNDER LARGE MISSILE MAY WCLUDE PERFORA77ONS AS PER INS DETAIL - ASAK. (2) WTN7OWS MAY BE IN ONE SLAT SPACED TYPICAL I —A SLAT WINDOW DE TA LS MRL 24 APART (A X EVERY 10 SMIS). W - 0 VIEWING WINDOW & 1 - 2 -CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT ®2o2o unm LNG. F 10.44167 _ 1L ECOI * TWTING ! EWNRNLLORR Qo aL 3 w LL ]ELL NON Qv STATE OF . •a-nan. � D°ofim�-1mD, ra. I pm p.E FLORIDA BUILDMO CODE (Nigh R Non High V91a1Ry Humkom Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAY fm FOLDING SHUTTER CORP. IU2 MARTIN LuTQ KIND Ja 9LVD WEST Pw�fi00-ads-a"I 'A'o�° IA N 20-190 Ad — DRAWING W Na.r roo.lu -Par Inr mslu War - __ SHEET 3 OF 13 5 8 (2) 4.OR USE (2) O.C. FOR UP TO 99" AT SPANS 30' ' o a 115 �' o n n ORLiLiul 8 (Z t 1 t I i It t t t t_� IS., END CONNECTION DETAILS ON SHEET 9 CONCRETE, CONCRETE BL. FULL OCK ORFOR 6. WOOD INSTALLATIONS. O O O O O 9 + 10 9 + 10 + 13 - - i iui iur n win , CAL ELEVATION .* N. T. S. * NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 78W, OW h 14W ON SHEET 12. orO3 W/QJ3 ,©,1©oR 19 USE (3) AT 30" O.C. FOR SPAN LARGER THAN 99' UP TO 144" ,®+ 13 , (�)+ 11 ♦ NOTES ON ® & LOCKING TUBES ® AT 40& g). 'I- TWO (2) ® SHALL ALWAYS BE USED AT PRODUCVS MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THREE (3) FOR LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE I STALLED INTERIOR OR EIRERIOR SCREWED TO TAPPED COMPONENT? 4 OR L LOCATION OF ® SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES SHA ALWAYS BE USED TOP & BOTTOM AT PRODUCTS CENTERPIECES 4 OR(5 AT ALL INSTALLATIONS. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. t SEE LIMITATIONS FOR © ON SHEET 2 FLMDA BUILDM CODE (High & Non High WlocHy Norttoane Ct dO 4 Ann - --tl m*+ / •-n Yawu 1t q i(AL7j t5/7V3S 3d - - - - - nru m _ oN DNlMnfa 'r+MNRtRu1DN3•xu tclrr.9-Door au 3'd W IITH1 Y a3Lmu woa• o LL0000-17 Im-Ilr(OU • Drat-txfmd • �O \`t",,I! - �� • •.. • •. �i4� Q1kf0 • - Z 133HS NO ®a0j SNOLLtl11Y(n 33S 1 , asl-GZ ►OKC V 'xDrla 1fiNd Ls31L 10. 01LS v'OODvw w®DI sac +°'tt VN[' ANVdXOD ONIUMION3 ••• d %/ ---y _ aela OW arum Name Loot .7 ONIL91 j0 31V1$ NOLLV'INISNI ANV 1131S Ol ANV VM ANI 3<ro azoz/ot/t *dao3 8331U1Hs 9NIQlo! 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AND 0.245' L& AND 1 (� SCHEDULE' 0.225 LONG BOTTOM SECTWN 0J20' O.D. AND ON SHEET 13) 0.245' T.d. (lYP.)-/nL— 0.060' THICK S.S. P - 1 ROLLER HOUSING MIN. SEPARATION MIN. SEPARATION OPTIONAL RAIN HOOD TO GLASS [`(SEE SCHEDULE ON SHEET 13) TO TO CLASS (SEE SCHEDULE - - (NON-STRUCTURAL) 1 Cr ON SHEET 13) 7 Or tj j1Dx3' SS. S.M.S. W/ 1/2'0 x3/4' LONG NYLON BUSHINGS ALTERNATE 3/16' ALUM. ® t ALTERNATE 3/16' ALUM. ® t w 1 TOROLIERP DTCEPf POP RIYEIS O 5' O.C. AT REAR.I POP RVETS O 5' O.C. AT REAR. AAND BOTTOM). EXCEPT HDUSIN0 (TYP.) 1 1 I� - 1 ^ ^ 9- EQ. '9 3 n 1 rl, --'9 3/16' ALUM. POP WETS1 1 Eo 7 g 3/16' ALUM. POP RIVETS_ O 10' O.C. BOTH 570E5 _ O 10' O.C. BOR1 SIDES 3 OU 8' 0 C. f. 0.163: STRIPPING EA. I I I —ul 0 SIDE Om.) 9A t I P 1 ALTERNATE 3/1 e' ALUM. I POP O 5' O.C. ®or t AT REAR AR I o ' 3/18' ALUM. POP RIVETS - j 7 10' O.C. BOTH SIDES / - S n / CCNi�r ION C3 - (SEE SHEET 13) � ALTERNATE LEG &ANCHOR ORIENTATION 1/4Y x 3/4' TEIC: SCREW W/ POURED CONCRETE OR 5/8' WASFffR OR CONCRETE BLOCK WALL REQUIRED4' BOLTS W/ NUTS & 5/B' WASHER O O.C. BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 I MIN. 3/4 MIN. 3/4' PLYWOOD g PLYWOOD qq REOUIREO 1/2' NIN. REQUIRED 1/4. 0 TAPCONS OR c CRETE-FLEX ANCHORS 6' O.C. 1/4' TNRU BOLT W/ WASHER & NUT O 10' D.C. 8 1/4' THRU& ROUT W/ EACH SIDE 1/4' 0 TAPCONS OR POURED CONCRETE OR WASHER & NUT S' O.C. CONCRETE BLOCK WALL CREIE-FLEX ANCHORS 8' D.C. REQUIRED 2'x4' OR 2W.118' POURED CONCRETE OR 5'x3'x1/8' 6063-T6 CONT. iB CONT. ALUM. CONCRETE BLOCK WALL ALUM. ANGLE OR BENT PLATE ANGLE REQUIRED .STANDARD COUNTER —TOP MOUNTING INSTALLATION _ALTERNATE COUNTER —TOP- MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX. A.S.D. DESIGN PRESSURE RATING= +66.D. -66.0 PSF MAX. ALS.D. DESIGN PRESSURE —RATING— +66.0. -66.0 PSF O 1 MIN. SEPARATION. TO GLASS —(SEE SCHEDULE 'I ON SHEET 13) n8 1 ALTERNATE LED\-0 or 1 �& ANdiOR L 6 ti� I w (SEE SHEET 13) POURED CONCRETE OR INSTALLATIONS DETAILS INTO C_ON__C_ RETE CONCRETE � & CONCRETE BLOCK UIL SCALE N.T.S. NOTE FOR_ COMFIT ON OF SECTIONS: E.D. = EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION.. t SEE IJMRATIONS FOR ® ON SHEET 2 .•`���No. 44167 j STATE OF F� P.E. SEAL/ fOAty�ic 'tllll.t....l EQ. T.0 1/410 x 3/4' TEKS SCREW OR 1/4' x 3/4• BOLTS W/ NUTS & 5/8- WASHER O 6' O.C. FLORIDA MOM CODE (Mph & Non Nigh Vdaft Nurticam Zma) 02=0 TILTEW BIC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN IDy-' My L E C O iNe. FOLDING SHUTTER CORP. 1662 MAKIN LUIIM KING JX DLVD '/' 0/20 ATE aTE TESTING & ENGINEERING COMPANY - - 340 0. >az 3oe. W>DU Ox rt 3]tre .: LxOstt-Rao . rx.: (>n,�l-Tat o—rtmR: Mteee0eeleam CA-CM6719 WALTER A TI LM Jr. P.E. WEST PAW REACH. TL 33404 PH: 180-943-6711 tt,n.fdw.0.xtA6n .. 20-180 DRAWTHO No �. r orsor Ras umtta I SHEET 6 0r 13 FLORIDA Uc. / 44167 as am - - - LOL POURED 1 O.D50' ROLLER I(2) NYLON ROLLERS 0.8550 (TYP.) I 8 flo x ESS. SAs. W/ 0.373LONG NYLON BUSHING 1Y/ A 1).151' I LONG TOP SECTION 0.500' O.D. AND D.245' LE. AND 0.223' LONG BOTTOM SECTION 0.32D' O.D. AND 0245' LE. 1 (n'P•) �_uN. s!`ARAI TO CLASS (SEE SCHEDL ON sHE,,rET 1 �,Ef� 1 IOPTIONAL RAIN GGWf (ION -STRUCTURAL) ALTERNATE 3/1D' ALUM.—. POP RIVETS O S' O.G AT REAR POURED CONCRETE REWIRED RAIN HOOD S.S. S.M.& W/ 1/2 0 ONO NYLON BUSHINGS �P) AND 1' LONG (Typ. EXCEPT AT ROLLER O.C. ., -_ DONT. 0.153'x0.270'x0.030' ULTRAFAS WEATHER IYw SiPoPPNG Ell SIDE OYP.) or or vl ALUM POP RIETS O.C. BOTH SIDES — MIN. ED.�/ TRAPPED MOUNTING.ASTALLATION SECTION 7 MN. SFPARAM TO GLASS (SEE SCHEDULE ON SHEET 13) 1/4' 0 x 1'I SCREW OR 1/4l-20'xI' S.S. us mm NUT @ WASHER O 4' I ALTERNATE LEC I '�� � LOCATION WTM ANCHOR � e•{� , EDGE OF SLAB IF— APPLICABLE `• uN. ED.L-- • ION. ED.— ALTERNATE TRAPPED -MOUNTING INSTALLATION AT BOTTOM SECTION 7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE; N.T.S. INOTE FOR COMBINATION OF SECTIONS; * E.D. = EDGE DISTANCE ��• 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. t SEE LIMITATIONS FOR ® ON SHEET 2 C7 13) �g EDGE OF SLAB IF APPLICABLE MIN. SEPARATION TO (SEE HCET 13) ON SHEET 13) F OPTIONAL RAIN GUARD(NON-STRUCTURAL)ALTERNATE L—OQBbpiz 3/15" ALUM.POPRVETSOS' D.C.•AT REAR.VESSDE PWRIRE CONCRETE•--/ REQUIRED. vIRED. I _ CON EL'IEII m (SEE SHEET 13) •URN. ED. ALTERNATE TRAPPED MOUNTING INSTALLATION -AT BOTTOM SECTION 7B R=DA 13URWNO CODE (Hph t Non Kph VoWly Hurr%aas ■u 6.000• OICHORS OYPROWS OF J t SC9IEDIISLE) (6) 1/4' . 3/4' TExS SCREW AT 2T� 0a Inwnm-w. -SPAN Tuff PER SCHEDULE 6063-75 ALLOY 1/4*E . 3/4• TEx SCREW o r D.C. TO- « 31211/L1IENOI,I _ '1 6063-m ALLY. ll!L,,, .1w SPAN (SEE rCHUMAE) TORE MOOUNTINGxINSTALATION SEM ate' r tL 1 3-Te AL ANGLE SEE SO ME ANGLE (SEE So1[DIIIEI - yy �3 1/4-0 x 3/4TEx SCREW o6'Ox- -- SPAN TUGS PER SCHEDULE 6083-m ALLOT - 3/4- TOGS SCREW AT POLMD COIfRETE - .. 6.000• LLAT. (SEE SCNDULE) 2r= IX, RDU,ED CONCRETE _ (2) ROM NS !GU Cx WALL REgARED SPAN O4T HORS LE) TUBE MSOEUNNIING INSTAL! ATION (6)Y . 3/46 TES SCREW J « J•LL AT Lwan0NY. LIDRM AL ANGLE TJAtt�AN ib6 (RP.) (SEE SCHOWLE) S QT„ lW 0 - 1/4'0 . 3/4' TEN SCREWeDm• 2wc (s¢ selmlu) A A 0 6. 0.0. SPAN 7118E PER SGIImIRF. TYPICAL ELEVATION (TLIRE AT B'O7TOM) SrwtG KiS 4 1Ar E.D. SPAN TUBE i- _ D uIENORI606>-m w ANSLE SCHEDULE) (SEEsoEDutA �1� « POUIifD� T R � VALL3W « 313' « r-NI/4' 3/4• TD6 SCfF'6 lDIQ1H 60N-m Awl. ANGLE TYPICAL ELEVATION (T1�19E AT YIDHEIGNTI AT 2 OL LOHNFUDNVAY. (9Z SCHEDULE) SPAN TUBE MOUNTING STE�TI INDN sAr../m 1 SEE UNRA710N5 FOR ®ON SHEET 2 r 1/r Tm. TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM)__* TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REQ'D ANGLE LENGTH EA END NUMBER OF ANCHORS, PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60" 106.0' 13 8 2"x4'x1/B' 96' 85.0' '17 10 144" 69.0' 13 8 80" 117.0' 17 10 2'x4 x1/4" 96. 110.0' 21 12 144" 91.0' 21 12 BO" 109.0" 17 10 2"x5-xi/8' 96" 100.0' _ 21 12 144' 81.0" 17 10 _ 80" 124.0" 21 12 - - 2"x6"x1/8' 96' 1 114.0' 21 12 144' 93.0' 21 12 '.• Vn VnLT Wntn Int SUMAIIUK OF THE SHUT Hf)GHi ABOVE g BELOW D06 NOT EXCEED THE YAx. PRODUCT SPAN SHOWN ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PSPAN ALLOWABLE TUBE SPAN REQ'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'x4"x1/8' _ _96" 6D.O' 17 15 144" 48.0' 13 12 80' 87.0' _ 21 1B 2'x4'x1/4' 96' 79.0" -- - _ 21 - 18 144" 65.0' 21 is - 80' 77.0" 17 _ 15 _ 2"x5'xi/8' 96" 70.0' 21 18 144" _ 57.0' 17 15 80' -- 88.0' 21 118 2'x6"xt/B' 96' 81.0' 21 1 18 144- 6 .0" 21 18 sPAN TUBE PEA SCNEd11E SCALE: N.T.S. ) MAX. A.S.D. DESIGN PNESSURE RATING - t72.0 PSF `RY « r.r « r.2•.1 V 1D1C111 6G6FFipM A TAN (� itp/ FLOIWA BUILDING CODE (Nigh t NoD High VNoolly Huri ane Zon/ ®20=" talEm TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN IrY' SHURER CORP. � T/1G �o.44167 *Tkin L I E C O. INC.FOLDING ZwnNo h ENGINEERING' COMPANY 6ffi xxz- St. D 302. V-NA Q-% R. = 4^ s +-+OTo . F.. (3mmH-fen - 20-190 I STATE OF 1662 RUM U1T M KIND JR RYD �T PAW IdDN, FL 35404 nt ,eaa-w_W, •'• P F men: tlxecoOaaLeam •���`` WAL7ER A. TIU[r Jr. P.E. d�` FLOM UG. S 4416J -.Toldkg*."aacom DRAWING No PL SF/% /DNE.••'• liA.. • HALAL �� .n. r ononv ooH ALA r ®ru SHEEr 8OF 13 m 1f m n - EOSf. SR7UCRIRE 10l ED. (SEE SNEEf , � \ i /16- POP RIVETS. 1 DR 1/4•a3/4• i ,EMS O le, Oc. I 1 mcs a ,e• o.a EUILD-OUT END CONDITION 1 3/4• WL ED. - -- - CREE-RE( O 1e• O.C. _ (SIXI t D�RFO GIA4 _ _ _ — — — —� _� - MaSING STRUCTURE 3/8'0 TIAEIDED ,C - 3/16' POP RNES OR 0 CENTERPIECE FOR 1/4(YP.) 1/4•J/4 ,8.00. WNS/OMM-FLEX / ANOIOR5 O 16' O.C. 3 11 or I t or 1� t or or t WALL FACE �p END CONDITION - 0.(r - O.v 2 $ 90.0' -90.Q 1 4' SH HAWN 3/16- POP RNETS OR 7/4' a 3/4' 7MS O ORg5 t6' O.- ExTT7WR� OR EXTERIOR (sm "m 1) (2) @0 3r O.C. O YID(2) F011 UP TO O.C.. a (2) ®® 3D• TO , �q IIQ�� 0� 3UP SPAN D' (JJ O 3UP HORIZONTAL SECTION 20 M SPAN"fOR k ®4 SPAN `� m TO 1„' SPAN (Ttluus $ HORIZONTAL SECTSECTIONN1ERDRY TO I' SPA11 QHUUB SCREW BE DISTALLIOD SCREw NAY CURE wSTM1EO ePTE6wi FxTE160ERS R) (LEVERS wf[FOOR OR DOTRIOR) (LEVERS EREROR) OR M ) * YAY VAWAT UIST SLAT AT 7PAPPEO RISTAWTIOl1S - 4, OR(�-Le 2•x21,/NT 8• CO. At,W ANDXE 4 OR� TAPCON/CEIEE�IEC t SEE uYIDilloHs FM ©ON sHLEr 2 AN H1wS a 16 oc. TO SHOW VPPNN TaPcm1/c,¢tEt SHO ExiSINC STRUCTURE _ - - ANCHORS 0 18. = TO EXISTING STRUCTURE -- EXISTING STRUCTURE NOTE Z ONE LOCKING TUBE, PART J SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE(@ M 5 ,INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®• A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357"xO.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475"xO.475"xO.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366'xD.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® . THE TOP OF THE PIECE MUST INCLUDE A 0.684" DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) 1/2 ml 3/161 POP RIVETS OR %4' : 3/4' TF1Ci OR END LOCK ANGLE 'NUTS o 12' o w/ HORIZONTAL SECTION 2• a 2• a 1/6' 6003-T6 CONE. ALUMINUM RENT ANGLE' (2) O )Jwp' OO.O. O ..TO SPAN a (3 O.00YIDSPAFFORU TO 144' SPAN (TFIIIYB SCREW NAY 6E U6FA m DaSHOR OR EOWORI M"110 SI,NCRNE—' END LOCK ANGLE HORIZONTAL SECTION 1 4• a 3/4• TENT SCREWS A m ID ONE COM304ECE a 6. O.C. (LETERS INTERIOR OR EMIEPoOR) OR `-U OR 5 SHOW 11 jr�lAn ALTERNATE LOCKING SLAT CORNER CKING DET I XOFiRDNFAL SECTION IaLQ1'A r� '' FLM= BWLDM CODE (109h t Nan Mph VeWtf Hurtimm Zan.) `���Q\�ENS�c ' •;. -y m20� mnGo °� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM MAWN 0" Y.P o.44167 — E_CO,„�. FOLDING SHUTTER CORP. 7/10/2020 *IL W DA,z 7 STATE OF mom LIFRER TONG JL LLw, NEST rALL BEACH, R 33404 FNi TWO-MS-Q771 3TIX0 gENO""ERm co"PANYIan ,®, F,., sh ,� Tsaa, r+Aoe- n „I- i llL .Im � X]QsJtFX-191 20-190 %�0�.•., F10 R10p• • '\C1� F tot 4-maU: tweWoaolcom �` ..►dal�n6d+d>Macom DRAWING No ar.r rmed as -ay.r ouc PE sEl�!/�/OC 10/oIOE WN]ER A 7IWfTFJr. P.E FLORIDA Lk. / 44167 arn-m /m - - _ 1"`� SHE[f H Of 13 A PCP RWM OF 2'.Y PEIi SECTION 4, SFRE'f a 'v—(2) J/te' POP RrvE15, A NME a2' O< Y PU7UMTE WALL EXTERIOR AT HEAD PLAN VIEW A —A ELEVATION AND AND SILL AND BOTH SIDES OF PRODUCT {i %� (2) f 1/4 0, . J/4' i ' OPTIMAL OPTIONAL SIDE ANGLE Tm OR J/te' POP--�� RIVETS PER ANOIT TO 1 t/2' . 1 1 v 1/e' . 0•_2• ANQFS TOP R 4, SIffEf 8) 7116E W BOn01A OR TO WALL (2 REWIffD) (2) Z/4 0 TAPCOR/ C FlU ANCHORS EA ANGIZ TO SLAB ''ll'• 7" END PRICES MAY BE MT END OR LEND 1/4' 4 a 1 3/4' S C —4C. �pO J/16' POP RIVETS OR 1/4' . J/4' TE%S 3 Ef0511N0� 0 12' O.C. s. 3 +n'� X CORNER POST A. $ ISOMETRIC EDGE OF OONCRETE wa _ (IYP. AT TOP MID BOTTOM SIABS) END PEW MAY SE MT 9 - /1. END OR L END - /�IJ •LMALE nmu Buww ODDS Qvgh t Nan fth Valwft Hurriewe END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) - 4 NYLON D.S55NOL�FR(irp.) I. 2':4' CONL WOOD I HFADQt REO'D. 010 x 3' S.S. SAM W/ 0.373' LONG NYLON -+ CONNm,nm C7 BUSHING W/ A 0.15D' LONG TOP SECTION 03001 O.D. AND 0.245' Ld. AND D.223' LONG BOTTOM SECnON 0320' O.D. AND D.245' id. (TYPJ MN. SEPARATIO TO GLASS (SEE KEEr 1 ,91 ON sHEET 13)3) 2.W CONT. WOOD PLATE REO'D. 1— OPTIONAL RAIN HOOD (NON-STRUCTURAL) THICK SS. [AT /TOx3'SS. S.MS. W/ 1/2.0 ■3/4'ONLONG NYLBUSHINGS (Typ. TOP) AND 1' LONG (Typ. Bar=). EXCEPT ROLLER HOLISM (TYP.) 3/16' ALUM. POP :CONE. RNETS. O 16' O.C. 0,1 3'x0.270" '*. ULTRAFAB WEATHER 1 or STRIPPING FA SIDE (TYPO t ®t Will I G, FINISH 02 THICK S.S. ROLLER HOUSING OPTIONAL RAM HOOD (NON-STRumuNN-) No I v- rN \_ Yx4' CONE. WOOD J . I MIN. SEPARATION HEADER REQ'D. (SETO GLASS ESCHEDULE ON SHEET 13) ®t IIy WALL FACE MOUNTING INSTALLATION SECTION 2W (TO `I. 1--WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1w --__ INSTALLATIONS DETAILS INTO WOOD t SEE LIMITATIONS FOR ® ON SHEET 2 _ P.•' JruENSF • I��'s ®20 NOTES: _NOTE FOR COMBINATION_ OF s-(CTIONS• p. 4416T .r 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ffl�� BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATIONOF. ,�7� TESTING STATE _ e,,,,,�, ALULL POP 6 18' O.C. RDRMA BUM MO CODE (NTeh t Mon (eon Wloatly Hwftm Zono)I 1/4'0 a 3/4' TENS SCREW OR 1/4• a 3/4• BOLTS W/ NUTS R WASHER O C O.C. WALL FINISH! 2hAe CONT. } WOOD HEADER E0, REO•D. ly QQ i (2) NYLON ILLJJJ - I- L, ROLLERS 0-ma'0 (Typ.) L0G\nON GONE --f (SEE NOTE •) 0.183110.270 iD.030' ULTRAFAD WEATHER STRIPPING DL SIDE --��y�� (TYP.) 1 V ►ON. SEPARATION TO GLASS �(SEE SCHEDULE NA ON SHEET 13) ALTERNATE 3/16' ALUM POP RNEP' O 5' O.C. I ALTERNATE LEG AT REAR. LOCATION (SEE NOTE •)— II O.DBO' THICK S.S. t SEE LIMITATIONS FOR ®ON SHEET 2 ROLLER HOUSING EQ �.OPTIONAL RAIN HOOD NOTE FOR (NON-STRUCTURAL) GOM91Ne71O4 OF SECTIONS /100' S.S. SJLS. W/ 1/2'0 a3/4' T- MOUNTING SECTIONS CAN BE COMBINED LONG NYLON BUSHINGS (Typ. TOP) IN ANY WAY TO SUIT ANY INSTALLATION. AND 1' LONG (Typ. eQrrou), EXCEPT AT ROLLER HOUSING (TYP.) �nF�.R WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOUAL I - 3/16' ALUM. POP RNE S. ♦110 a 3S.S. S.Y.S. W/ 0.373' LINO NYLON O 18' O.C. BUSHING W/ A 0.150• LONG TOP SECTION _ _ 0.50D' O.D. AND 0245' Ld. AND 0.223• LONG BOTTOM SECTION 0.320' O.D. AND 0245' Ld. (n'P•) or ®1 1 v _ YIN. SEPARATION _ (SEE SCHEDULE ON SHEET 13) i 1 or ®t I ALTERNATE LED (S. NOTE ') ` QDHT. . � WOOD ' I•-�- �-1--_-T-� 11 ' ' ' �� _ � OI 1 PLATE Rmb. .� ' = g 3/18• ALUM. POP RIVETS u - - - -_ Z s O 10' O.C. BOTH SIDES r - ' E0. EQ. 8 m O. _'..,.,. WOOD PLATE I 1/4'0 a 3/4' TEKS SCREW co : 3/4• lIXS SCREW Rm'D I - OR 1/4' a 3/4' BOLTS W/ NUNS W/ 5/e' WASHER OR •, k 5/8• WASHER O 8' O.C. [l +� .• 1/4' a 3/4' BOLTS IV/ NUTS k S/e• WASHER 0 4. O.C. ' I CON M7M D4 I C3 -WALL RNISH WALL FINISH 45.8' (N`in,) E)(bTING WOOD BEA.I REOUQIED. STRUCRIRAI. ADEOIMLY OF DUSTING WOOD BEAM TO BE CMnED BY REGISTERED ENDMEER OR ARCHITECT PRIOR TO PRODUCT INSTALLATION. CON ECIM C1 Bt110NAL RAN HOOD -STRUCTURAL) e POPBRNETS. ® le' O.C. MIN. SEPARATION I TO GLASS (SEE SCHmLA-E ON SHEET 13) or ®1� fora �� N or OPTIONAL RANI GUARD (NON-STRUCTURAL) - ALTERNATE 3/18' AIA U. POP RIVETS O 5' O.C. AT REAR. 7� AWN. POP RrVM O.C. BOTH SIDES 2'a6' YIN. WOOD---_- DECK REQUIRED ._ 0 (NO FINISH AUDM) _ OOIBF]CIgN CB . 2• YIN. ED. 2• ITN. ED. BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM.) SECTION 7W NOTE "ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED FLORIDA BURINHG CODE (Mph t Non Hlph YNoDRy Hurdeuns ZOTM) 02020 TRTECO INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM B DM1YN n INSTALLATIONS DETAILS INTO WOOD No. 441 s7 u.P * I 1 L- E C O FOLDING SHIHITR CORP. 7/10/2020 SCALE N.T.S. STATE OF ime. TFSTINa ! ENGINEERNO COMPANY GVDOn.'L 0' '-'m' ` 1882 YAITIM LUTHOH KND AIL RYD WEST PAW DTACH. rt rwt/04 DATE _ 190 p��At• ., F(ORI:•.0 • • • h, - �� �Im�e'n:'n�iac eool.u�m CA-OOOQ19 —A i .H m DRAWING N. P.E.WL lllp\\\\\\\ A I 1 Mi67 FIORIRIDA U4 W OEM r¢ -v,r eomor ooa SKEET II Or 13 a MIN. SEPARATION TO GLASS Or ® t (SEE SCHEDULE ION SHEET 13) SCREW OR 1/40-207.1' S.S. us WITH HUT & WASHER O 4' O.C. I S ALTERNATE LEG ANCHOR LOGTON& I (SEE NOTE A 00MI11=11014 CT ' EDGE L MIN. (NO FINISH FLOOR MOUNTING INSTALLATION SECTION 7AW '(BOTTOM) (3) 3/16' 0 LAG SCREWS W/ 2 1/2' MIN.. E� _ E - MBL E0. PENETRATION AT 10muni (2') OF RAFTER/TRUSSES 1/4 '.4' (6083-76) MIN. SEPARATION TO CLASS F`(SEE SCHEDULE' ION SHEET 13) oPnoNu RAIH cwwD I(NON-SRMCTURAL) ALTERNATE 3/16• ALUu J' POP RIVETS O 5' O.C. AT REAR. y 3/1B' ALUM. POP RIVETS O.C. BOTH SIDES - EDGE OF SLAB 2 i6' TIN. W000 - DECK f1E0UIRED (NO FINISH ALLOWED)) - lX1NED110N C6 EDGE OF 2• MIN. ED. SLAB IF 2' MIN. ED. APPLICJIBLE t s_EE uMrrAmONS FOR ® ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION — MOTE FOR COMBINATION OF cECTIO- Nc: SECTION 7BW (BOTTOM) 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION 20.4' CONT. WOOD TO GLASS MOIES: PLATE REO'D. (SEE SCHEDULE - ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL wALL FINISH 2- SEE SECTIONS BIN & 14W FOR MAX. A.S.D. DESIGN PRESSURE RATING & SPANS w S t•. �ALUMINUM N/BE PLATE W/ 1/4.0 :1- TEK - -TRUSSES OR R11FTL71 25N' MIN. WOOF SCREWS O 6. O.O. I AT 24' O.C. MAX. STUDS O 16' O. BI.IWEETI TRUSSES OR gpp•' 1/B'44' (6063-TS)MT PLATE W/ 1/4'0 .1' TEK _ SCREWS O 4' O.C. IN - - - - (2) 1/4.0 TAPCON OR 1/43 CRETE-FLEX BETWEEN TRUSSES ANCHORS �REWS OR 1/4*0 EDGE (IF APPUCABLE) NM LAG SCREWS AT MIDWOTH�OFF M STUD W/ 2 1/2' Min. THNEAGm PLNEIRA ION INTO WOOD (2) NYL - '.. 1/4' MAX. PLYW000•EXLSIINC SOFFIT. STUD , ROU.E7��=/IO.Y D.BSS'0 (TYP.) S.S. S.MS. W/ 1/2 0 .3/4' LONG J NYLON BUSHINGS (Typ. TOP) AND 1' LONG e10 3• ss. s.us 8 �- (TYp• BOTTOM). EXCEPT AT ROLLER HOUSMG . w/ 0.3T3• LONG NYLON C"J 50' BUSHING W1SECTION TANG TOP 0.5°D' CDNf. C.18Y.D.270' INSTALLATIONS DETAILS 0.0. AND 02. I.d. AND 245.. 0.223• LAND BDTTOM.. SECTION 0.320' O.D. AND ""` SEPARATION TO GLASS m.D3o• WOOD 0.245' Ld. •) (SEE SCHEDULE ON SHEET 13) o EA. SIDE (TYP) or ®t N .INTO 'oo n SCALE : N.T.S. �NNLUTIuunhyA .�QNO11 .,.....::..: HEADER TO TRUSS MOUNTING INSTALLATION SECTION 0(TOP) 7 9:. STATE OF 'a MAX. A.S.D. DESIGN PRESSURE' RATING +60.0. -60:0 PSF PA� or ® t -' 1/4'0 . 3/4' TEX SCREW OR 1/4'-20 . 3/4' ' - S.S. BOLTS W/ NUTS & 1/4. 0 . 3/4' TEK WASHER O 6' O.C. SCREW O 6' O.C. ' TO WOOD 'STUDS MOUNTING INSTALLATION SECTION JAW '(BOTTOM) MAX. A.S.D. DESIGN PRESSURE RATING= t60.0„ 2 .0 PSF FLMU MITI IG CODE (HIgh & Non Wih Vdedly Hurrkom Zww) 99m PRi45UfE NAIOMIH Sus SPANS a - MAX ,1DWABLE ItIACTION gr TOP & !°ROM posm PRISSURE (L+) MmTw FF435M (L-) 30 psf 144.0" 144' 180 Ib ft 35 psf 60.0" 60' 88 Ib ft 100.0' 100" 146 Ib ft- 144' 144' _ '.:210 lbft=- 40 psf 60.0` 60 100 Ib ft 100.0" 100" 167 Ib ft 144" 144" 240 ID ft 46 psf 60.0' 60.0' 115 Ib ft BO.O" ISOM' 154 Ib ft 97.0' 97.0" 187 Ib ft 115.0" 115.0" 221 Ib ft 144' 144" 276 Ib ft 50 psf 60.0' - _ 60.0'- -125 Ib ft 89.0" _ 89.0" 187_Ib/ft- 100.0' ' " 100.0' 208 Ib/ft 120.0' 120.0' -- 250 Ib ft 144' 1 140' 300 16 ft 55 psf 60.0" 60.0" 138 Ib ft 81.0" 81.0" 1 B7 Ib ft 100.0' 100.0- 229 Ib ft 120.0' 120.0 275 Ib ft. 137" 134" 330 Ib ft 60.0" 60.0 60" Psf a' BOX 80.0" C`'-200]Iti ,ft' 100.0' -100.O' 115.0" 115.0' 268 Ib ft- 131" 128" 346 Ib ft 65 psf 59.0" 59.0" 160 Ib ft 92.0" 92.0"- 100.0" 100.0 927t11R ,ftV 126" 123" . 70 psf 60.0- 60.0" - 175 Ib ft 100.0"- 100.0- 292 Ib ft 121" 118' 374 Ib ft - _- 75 psf 59.0' - -.59.0'_ _ 187 Ib ft 100.0' 100.0" 313 Ib ft 117" 114' 387 Ib ft 80 psf 113" 111' 400 Ib ft 0 psf 107' 104' 424 Ib ft 100psf101" 99" 447 Ib ft 110 psi 94" 90' 468 Ib ft 120 psf 87" 82' 484 Ib ft 130 PSI 80" 76" 483 Ib ft 140 psf 74" 70- 484 Ib ft 150 psf 1 69"" - - 66" _ 483 Ib ft 160 psf 1 65" - - 62 483 Ib ft et1arcs: L+: MAXIMUM ALLOWABLE PRODUCT SPAN FOR A GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. L-: MAX ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. FINAL MNOMUM ALLOWABLE PRODUCT SPAN 6 EQUAL TO THE MINIMUM DETERMINED PRODUCT SPAN BETWEEN 'L+' AND "L-"_ CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE Cl 9Nma- 388 LB/FT 157 LB/FT 134 LB/FT•256 LB/FT 397 LB/FT 6 473 LB/FT - 418.LB/FT 236 LB FT 202 LB/FT,383 LB/FT 432 LB/FT 12 387 LB FT - 334--LB/Fr' 166 LB FT 142 LB FT 271 LB FT 347 LB FT C2 9 456 LB/FT - 362- LB Fi 250 LB FT 190 LB FT 318 LB/FT 380 LB FT 6 1 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB FT 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257.LB/FT 329 LB/FT C3 6 496 LB/FT - 375 LB/FT 236-LB/FT- 202 LB/FT_ 298 LB/FT 405 LB/FT 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 9 466-LB/FT' - 370 LB/FT _157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/FT - 446 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT -483-LB/FT 682 LB/FT 389 LB/FT. 364 LB/FT 500 LB FT 753 LB/FT 1:V-9 281 LB',FT - 224 LB/FT 81 LB/FT 83-LB/FT 143 LB/FT 103 LB/FT C5 . FT = 334 LB/FT, 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 670 LB/FT 215 LB/FT 243 LB/Fi--250 LB/FT 432 LB/FT 138 LB/FT 311 LB/FT 102 LB/FT C6 s273�'L'B/,FTC • 25 .LB/FT '487 LB/FT '323 LB/FT - - 207 LB/FT 153 LB/FT 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT C7 3 358 LB/FT 402 LB/FT ,244 LB/FT - - 152 LB/FT 204 LB/FT 2 _ - - - - - - - 305 LB FT 12 491 LB/Fi, 596 LB/FT. 409 LB/FT - - - 265 LB/FT,165 LB/FT C8 8 736 LB/FT.'. 894 Le/Fr'l 614 LB/FT - - 397 LB/FT 252 LB/FT 6 982 LB/FT 11194-LB/FT -819 LB/FT 1 1530 UB/F-rj 336 LB/FT SIAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 1,2,3 ZONE 4 5 -10" 2 1/2' 1' 2 5/8' AS LESS >5'-10" TO 8'-3" 2 5/8- ♦ 1" 2 3/4'♦ >8'-3' 3 1/2' TO 12'-0' A AS DEFINED BY ASTM E-1996 STANDARD. ♦ EXCEPT THAT 3 5/8` SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3• 4, 4A & 7A. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4' FOR C ANCHORS) CONNECTION ANCHOR TYPE SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE ' 7lC9 at 1 - 417 L8' Fib = 386 LB fT - 134 LB/FT - 418 LB/FT - 202 LB/FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT C2 - 9 417 LB/FT - 362 LB/FT - 190 LB/FT 6 1502 LB/FT - 419 LB/FT- - _ 285 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT C3 6 469 LB/FT = 375 LB/FT - 202 LB/FT_ 3 760 LB/FT - 572 LB/FT - 304 LB%FT 9 - -445 LB/FT - 1370 LB/FT 134 LB/FT C4 6 561 LB/FT - 448 LB/FT - `202 LB/FT - 3 912 LB/FT - 682 LB/FT. - 354 LB/FT 9 226 LB/FT - 224 LB/FT - 1 83 LB/FT C5 6 339_LB/FT - 334 LB/FT' - 125 LB/FT 3 681 LB/FT = '670 LB/FT - 250 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - - C6 6 332-LB/FT 378 LB/FT' 323_LB/Fr - - 3 663 LB/FT 756 LB/FT 646 L8/FT - - C7 4 232 LB/FT' 236 LB/FT 183 LB/FT - - _ 3 310 LB/FT 315 LB/FT 244 LB/FT 12 1388 LB/FT 460 LB/FT 409 LB/FT C8 8 1582 LB/FT 691--LB/FT 614 LB/FT' - - 6 1777 LB/FT 1921 LB/FT 1 819 LB/FT I- - ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC. C_.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 1/4'0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50" Q N/A 4.00' , 4.00' N/A N/A B 1/4' 0 x 3/4" SOLID SET 3.50" 3.50` N/A N/A 3.00" 3.00' N/A N/A C 1/4" 0 CRETE-FLEX 3.00` 3.00' D N/A 3.00", 3.00" N/A N/A E TEKOSCREWS BUILDIX JORN/A N/A N/A N/A 1.00' N/A N/A N/A 2.00" F 14' N4 NOS OS LAG SCREWS WOOD SCREWS 1 N/A R N/A N/A ; N/A 2.00" N/A a11n�11I1)4r, FLORIDA BUIIDMI6 CODE (Mph & Hon Ngh VNoafty HurrIcam Zone) `������•• "" ••'Tv 4 02010 mho TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Bf: ��P.• \,\pENSF . M.P 0. 44167 = I L E C O m.. FOLDING SHUTTER CORP. 7�10 E w1c • ta. Oma L sra 3p°MOdaA ENGINEERING COMPANY RWEST PAU+WAC FL � YD S : (3P.+�t-tm . r®: pmyR-tat nt 1800-843-WI ZD-T 8D o'• STATE OF e-mO0 em«ooaatom n.n f.mbph Abm.00m MINING No CA-0M719 �� WALUR A TLUT Jr. P.E. W.. tr stoatstv o. ttmatd yR P.E �i. N•.•... :'.\:^ •`` FLORMA Ua 0 44107 r.: n SHEET 13 of 13 1501 MRN EXP "D" BY: JOHN D. 4 - OPENINGS ACCORDION z2o.2-6099 Tile (yogi' N NORTON, WAYNE Castle W.O.#08232021005 m „ - : o 3100 N HIGHWAY AM UNIT# 1105ww"M Impact Windows FORT PIERCE, FL FACTORY DIRECT SINCE thd -- — aMant.aranauo� r,zjWEN0NEERNG CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads -Components &Cladding 7th Edition (2020) Florida Building Code Site Information owner: NORTON, WAYNE Wind Speed (VULT): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.54 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 150 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0,9 Min. Building Dim. (Q: 90 ft. End Zone Distance (a): 9 ft. Prepared in accordance with: ASCE7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VNLT (ultimate) VASD=sgrt(O.6 * VDLT) © 2022 E-Tempest.com ID: foldingslzutter-P08232021005NO301 01/27/2022 Page 1 of 1 nPaion Wine] PrPccnr,- (PRA-L PRAAv-1- v h:560 ft. h>60 ft. Max Positive Pressure (PmAx+) PMAx+ = gh(ec GCppcs + GCpi) PMAx+ = gh(ec GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(Ac GCpneg - GCpi) PmAx- = gh(Ac GCpne9 - GCpi) Device Calculations: ASCE 7-16. Chanter 30. All Subsections # Size (W x H) Zone Elevation (ft) Area - (ft2) Areas (ft2) K2 G 2 GCp+ GCP- Pmax+ (Ib/ftz), Pmax- (lb/ft2) 1 74 x 64 I nt 7 32.89 12.68 1.03 61.03 0.9 -0.9 41.1 -57.3 2 74 x 64 I nt 7 32.89 12.68 1.03 61.03 0.9 -0.9 41.1 -57.3 3 505.25 x 97 End 7 340.34 590.92 1.03 61.03 0.6 -1.0 31.8 -64.5 4 1 47.5 x 64 I nt 7 21.11 9.48 1.03 61.03 0.9 -0.9 42.6 -58.8 1. THISNFORMATO ENTENDEDTOPROWEDESIGNPRE RESMRTHEPURPOSEOFTHENSrALATIONOFOLP EDUNRS&OPBJNGPROTECT)ONA MOPOSmMDMOVDEDSY OTHERSNOOMWCATON,EtrHMF RESSEDORMN.ED,EOFFEREDASTOTHEVALORYOR APPLCABLRYOFPNYPROPOSED SYSTEMOR COMPONENTUSEDALONGWRH THESE MESSURESALLFRODUCTSSHALL BE INSTALLED N STRICTACCORDPNCEWRH VALID FLORIDAPRODUCTAPPROVALSAND MUST MEETTHESEPRESSURESrOR THEGNEN SZE LMRATONS 2. NOCERTFICATONORREVIEWEOFFEME ATTHEPROPOSEDUNRSME MYEGRESSREOUBEMFNTSALLEGRESSESUESMETOBEADDRESSEDBYTHEPEiMRTNGCONTRACTOR AND THELOCAL BUILDING OFFICIAL. 3. THEHOSTSTRUCTUREEASSUMED TO BEADEOUATETOWRHSTAND THELOADSMMSED BYTHEDESGN ASWORKREPLACESD=NG FRAMNG.OR OPEJNGSDESGNED AND CERTIFIED WAN ENGINEER OFRECORD (EOR(.THECONTRACTOR,BULDNG OFFICIAL SHALL VERFYTHATTHESUGSTRATE DMOSED DURING WORKESOUND FOR INSTALLATION OFTHESYSTM F DEFICENCESMEMUNDNTHEOWNGHOSTSTRUCTURE.T ISENGNEERCRTHEEORSHALLBENOTFEDBEFORECONTNUNGCONSTRUCTIONANDRESMVESTHERGHTTORE NSPECTMD REEVALUATEDESGN.NO WARRANTY, EITHER D"EM OR NPLED.r CONTMM HMEN. 4. DMENSIOIISARESHOWN TO LLUSTRATEDESGNFORCE MDOTHERDESONCRRERIA.THEYMAYVMYSLGHTLY.TOTHEECrEJTTHATTHEOPe1NGMF rNOTSTMLLMR ANS%OF THEMGNEDHED DESCN.CONMACTOR ETO VERFYALL FB3D DMENSFCNSPRIOR TO NSTALLATON. S. ENGNEERSEALAFFBRDHERETO VALDATESSTRUCTURPLDESIGN ASSHOWNONLY.USEOFTHESPECFCATION BYCONTRACTOR,elaLND9MFIES&SAVESHMMLESST ISMGNEER FOR ALLCOST&DAMPfiESNCLUDNG LEGAL FEES&APPELLATEFEESRESULTNG MOM MATERIAL FABRCATON,SYSTEMERECTON,SCONSTnUCTON PRACTC68EYOND THAT WHICH E CALLED FOR BYLOCAL,STATE&F ERALCODES&FROMDEVNTIONSOFTHEPLAN. 6. ENGINEERING WRESSHASNOTVERED THISJOBSDENFORMATON CONTAINED HEREIN EBASED ON CONTRACTOR SUPPLED DATAMD MEAEUREMENTS.ENGNEERNGETRESSSHALL NOTBEHELDRESPONS EORLNBLEN-YWAYFORERRONEOUSORNAGCURAMDATAORMEASUREJENTSWORKSHALLBEFBaDVERnMPOORTOCONSTRUCTON.MGNEERNG EKRRESSSHN.LSENOTFED AND GIVEN AN OMORTUNRYTO REEVALUATEOUR WORKUPON DECOVERYOFANYNACCURATENFORMATON PRIOR TO MODIFICATION OFEKETNG FIELD CONDRONSIW D FAaRCAT1ON AND NSTALLATON OFMATEAIALS 7. EKCEPrASD"ESSLYPROMMMMEN,NOADDRONPLCERTMATONSORMFFIMATONSMENTENDED. File Coo- `�111111111///7 Richar Neet, F- [FL 86488] Z-_R '#98W WIf'tU1 01NEER SEAL Y /111111/ Customer: NORTON #1105 WorkOrder Number: 08232021005 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -57.3 74 1 64 93.875 69 65.75 9"o.c. 9"o.c. 2 -57.3 74 64 93.875 69 65.75 9"o.c. 9"o.c. 3 -64.5 471 97 467 97 93.75 9"o.c. 9"o.c. 4 -58.8 47.5 64 54.875 69 65.75 9"o.c. F1le Cop