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1196 NE 97 St (6)Date: Folio 8: Address: v ' Required for all properties South of Kendall Drive METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT OWNER'S AFFIDAVIT FOR REPAIRS 1 RECONSTRUCTION `� CSC, 5M��� �rl, �T /7 -32 f -D/7 - D /,3a Contractor's Name: 511C,5 n.p 6` NA X90, �� R= n Contractor License #: e 0 © 9457/ I hereby attest to the fact that I am the owner of residence or business located on the above referenced property. I further attest that I have read the definitions and conditions contained in this affidavit and that I accept the conditions and understand the information contained herein. I further attest to the fact that I have obtained complete estimates of the dollar value of all of the repairs required to restore my residence or business to its before damaged condition. I have also determined the FAIR MARKET VALUE and the REPLACEMENT COST of the structure. Further I am fully aware that if the cumulative cost of all repairs to my home or business under this and any other permit issued subsequent to hurricane Andrew equals or exceeds fifty percent (50 %) of the FAIR MARKET VALUE or REPLACEMENT COST of said structure prior to the damage then the entire building must meet the present federal flood criteria for finished floor elevation. Further, I am fully aware that if the total cost of all repairs exceeds fifty percent (50 %) of the REPLACEMENT COST of said structure, then the entire structure must conform to the current code provisions of the South Florida Building Code. I also understand that any permit issued by the Building and Zoning Department pursuant to this affidavit does not authorize the reconstruction, repair or maintenance of any illegal structures, additions, fences, sheds or (nonconforming uses for commercial) or structures on the subject property, or legitimatize any prior repairs performed without building permits. I attest that to the best of my knowledge all existing structures were legally permitted prior to incurrence of the damage. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING DOCUMENT AND THAT THE FACTS STATED IN IT ARE TRUE. 7 12a01-52 4/93 OWNER'S SIGNATUR PRINT NAME SEE BACK FOR FAIR MARKET VALUE CALCULATIONS HOW TO APPLY THE 5Q% RULES Y. 50% RULE FEMA - This rule applies to properties in the flood plain FEMA requires that all costs of repair and replacement of the residence or business structure be included in the repair estimate. This includes built -in appliances, paint, window and floor coverings, cabinets, demolition costs, labor costs, overhead and profit It excludes items such as landscaping, sidewalks, fences, swimming pools, sheds, gazebos, pool screen enclosure, furniture, detached structures, throw rugs, appliances not built -in, plans and specifications and survey costs. Pre - hurricane prices can be used to calculate repair /reconstruction costs. FAIR MARKET VALUE _ (i) The appraised value of the structure before the damage as stated in the files of the Dade County Property Appraiser PLUS twenty percent (20 %) of the value of the structure or (ii) the value of the structure as indicated in an appraisal prepared by a designated property appraiser. EXAMPLE: Single Family,Residence 2,100 square feet in size Assessed value of structure only (Property Appraiser Record) 20% of Assessed Value FAIR MARKET VALUE (Before Damage) $80,000 16,000 $96,000 ESTIMATES MADE ACCORDING TO ABOVE DEFINITIONS USING FEMA MARKET VALUE RULES HOUSE FAIR MARKET VALUE $96,000 ENTIRE COST OF REPAIRS $60,000 This is 63% of FAIR MARKET VALUE OUTCOME - -- THIS HOUSE EXCEEDS FEMA 50% AND MUST MEET CURRENT FLOOD ELEVATION REQUIREMENTS. FEMA also accepts replacement cost for purposes of the 50% RULE. See the example below. II. 50% RULE SOUTH FLORIDA BUILDING CODA - This rule applies to all properties If the cost of all repairs exceeds fifty percent (50 %) of the REPLACEMENT COST of said structure, then the entire structure must conform to the current provisions of the South Florida Building Code. UNDER THE SOUTH FLORIDA BUILDING CODE, cost of repairs includes all work requiring a building permit, including roofing, electrical, plumbing /gas, mechanical and structural. Calculations of repairs may exclude items that do not require a building permit such as cabinets, floor tile and carpet and painting. Cost of these items must also be excluded from estimated replacement cost if excluded from cost of repair. REPLACEMENT COST = The cost to reconstruct the ENTIRE structure at today's cost for labor and materials, including overhead and profit, assuming the lot is clear. EXAMPLE: Single Family Residence 2,100 square feet in size Contractor's estimated cost to reconstruct = ESTIMATED REPLACEMENT COST = USING SOUTH FLORIDA BUILDING CODE RULES $105,000 $105,000 HOUSE REPLACEMENT COST $105,000 ENTIRE COST OF REPAIRS $ 42,000 This is 40% of REPLACEMENT COST OUTCOME - -- ENTIRE HOUSE DOES NOT HAVE TO BE UPGRADED TO CURRENT SFBC REGULATIONS; ONLY REPAIRED SECTIONS MUST MEET CURRENT SFBC CODE. Section 2. That the Schedule of Regulations, a part of Article IV of Appendix A- Zoning, Miami Shores Village Code of Ordinances, is hereby amended to read as follows:with reference to off street parking for dwellings: OFF STREET PARKING SPACE OFF STREET LOADING SPACE iami cShores9lIage F L O R I D A G For dwellings: Minimum: One space for each plot, enclosed or open. Location: On the same plot with the dwelling to which it is appurtenant and, unless provided in a completely enclosed garage attached to the dwelling and complying with all the regulations applying to the dwelling, all parking space on the plot, whether enclosed, partially enclosed, or unenclosed, shall be located in conformity with the following setbacks - side 10 ft., rear 5 ft., front 25 ft., with the following exceptions: (1) approval of site plan by the Planning Board, and (2) approved configurations of parking, circular and /or perpendicular shall be as follows: a. circular drives shall be within side setbacks and no wider than 12 ft. and shall be extended to the public right -of -way; b. parking perpendicular to front and rear property line shall be no wider than 25 ft. and shall be extended to the public right -of -way. Materials, area: Concrete, asphalt and /or masonry products, specifically not to include any loose material such as gravel or mulch; permitting no more than two spaces of a maximum size of 10 ft. x 25 ft. each. Public concrete sidewalks shall be increased in thickness from 4 in. to 6 in. where abutting improved parking area or driveway. Temporary parking: No motor vehicle except those of temporary guests shall be permitted to stand in any place other than a parking unit complying with all the provisions of this ordinance. Commerical vehicles: (Other than one commercial vehicle of not exceeding 3/4 ton capacity on any plot if housed in a completely enclosed garage), shall not be permitted to stand in any place except temporary while in connection with going to or from a use existing in the district. RESIDENCE OF: Mr. and Mrs. Mike Harrison 1196 N.E. 97th St. Miami Shores, FL N • A • Scale: 2 "! 30' ti 121x02' Existing House n.) 0 N.E. 97th Street 0 1 1 ko t 10'0" 20'O" rcAtoc• RAM. PUBLIC WORKS ISZP PLANNING & ZONING BOARD VILLAGE COUNCIL APPROVAL THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ❑ WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIONS FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED, UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. FIRE DEPARTMENT POLICE DEPARTMENT BUILDING DIRECTOR PRELIL'MDNARY: REMARKS: Authorizer) S'gn7tur2 Data MAU MIM.OANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED i'OANi0 SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SIM CONTRACTORS ME r ��,^ :., �.,� C a ^ CE REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.rI ? i II t4- 1 13 .- .J .052 m Tye I l ig • 1. 196 - I.67>r I 2.005 - 3.875 =1 ® HEADER -WALL MOUNT. ® & ®' SILL -WALL MOUNT. (INVERTED USE) •.582' SCALE: 3/8" = 1' 3.234' 75.5■ 1-,_2 1 11 h 3.028' © SILL SCALE: 3/8" = 1' 1•• 4.518 -- .500'.308 r.062' .452' © 180' STARTER SCALE: 3/8" = 1' 3.675 1.6127 -131 T .062 77X. 0.582 QH MALE LOCK SLAT SCALE: 3/8" = 1" 50CT 3 - •- -s.375 .457 3.812' FOR .3123 1l.. F 2.000' 5. 24' HEADERS -WALL MOUNT. SCALE: 3/8" = 1' 3.234 711' �--� T 1-- -2.Ot8 a I .062' . Typ. .3.025 SILL SCALE: 3/8 = 1' © 90' STARTER SCALE: 3/8" = 1' 1 .--1.754F-H1 2276 2.035 4.350' 10 FEMALE LOCK. SLAT SCALE: 3/8" = 1 .855 .375 6 -1 _ 4 " :45. 0.582' © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" - 1" r 4 4 6S S I I .'531' I .452 k 2.812' TOR • _t f 3.155 3.032' 1-.06+2 Typ. • COMPONENTS 3340' 3.124' 1.812- --1- 1.312' @ HEADERS -WALL MOUNT. ® HEADER CEILING MOUNT. SILL BOTTOM 'ADAPTER SCALE: 3/8" = r SCALE: 3/8" = i" • QF • LOUVER BLADE SCALE: 3/8" - r 1 .00v - <3v .T2s I j `.2ar �--• 2.750' - 1 - 75V- PLAN FRONT ELEVATION JO OUTSIDE LOCKER # 1 SCALE: 3/8" = 1" SCALE: 3/E = 1' 3.031' --{ 1-.082 Typ. r �1 SILL BOTTOM ADAPTER I SCALE: 3/8" = 1" 1/4'•- 20S.S. THUMBSCREWS © LOCKING PIN SCALE 3/8' - 1' 12 Tin. FOR UP TO 9'- 0 SHUTTER BLADE LENGTHS AND 24' Min. FOR SHUTTER BLADE LENGTHS GREATER 'THAN 9 3.730' PLAN • c ur SIDE ELEVATION INSIDE LOCKER # 2 SCALE: 3/8" = 1" GENERAL NOTES: / IL ECO Iwc. TIWT TESTING & ENGINEERING COMPANY 6%6 N.W. 301K 1X. S1.. 517. *MONK OMm[76, FLnw 33118 Phone : (305)371 -1530 . Fes : (305)171 -1531 WALTER A. TILLJT Jr., P. E. FLORIDA Lit. 1 44157 1. ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH THE DADE CO EDITION or THE SOUTH FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL 8E DETERMINED AS PER SECTION 6 OF ASCE 7 -88. WITH BASK WIND SPEED. ACCORDION SHUTTER'S ADEODU,Y FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN V ACCORDANCE WITH SECTIONS 2315 & 2314 RESPECTIVELY OF TIE ABOVE MENTIONED 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOWER PIN SHALL BE 1 10 410-HT MINIMUM SERIES W/ 135.0 kai YIELD POINT & 180 ka) TENSLE STRENGTH. SHALL BE COATED WITH XYLAN 5000 SERIES FWOROPOLYMER COATINGS AS MANUF WHITFORD Co. BOX 507. WEST CHESTER PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHAH BE 6083 -35' i DY (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 30 kW YIELD PONE TENSILE STRENGTH. 5. ALL ALUMINUM POP RtVE13 TO BE 5052 ALUMINIUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO BE 2024 -T4 AU*8 UM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 MINIMUM YELD PONT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: • - 1/4' • TAPCON ANCHORS. AS MANUFACTURED BY LT.W. RAMSET OR ELCO NDUSTRX - 1/4' 0 RAWL ZAMAC FAWN ANCHORS. AS MANUFACTURED BY THE RAWL PLUG - 1/4' • • 7/8 RAWL CAUL -1N AS MANUFACTURED BY THE RAWL PLUG COMP NOTES A.1) MNIMUM EMBEDMENT OF TAPOON ANCHORS NTO POURED CONCRETE IS 1 EMBEDMENT OF RAWL ZAMAC NN UN S 1 1/2' A2) 7/8 RAWL CALJC -6N ANCHORS SHALL BE ENTIRELY EMBEDDED N THE PO N SHALL BE EMBEDMENT NTO STUCCO SHA BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MNMUM SHOULD STU A ST 3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS B THE EXISTING TING WA OR FLOOR. ANCHORS SWILL BE LONG ENOUGH TD REACH STRUCTURE D SUCH PANELS. ANCHORKGE SWILL. BE AS INDICATED ON (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY I.T.W. RAMSET OR ELOO URDU DRAG - 1/4' • RAWL C NAIUN ANOCR OI S AS MANUFACTURED THE RAWL PLUG C - 1 /4' • x 7/8 RAWL CALK -Rd AS MANUFACTURED BY THE RAWL PUJG COMP NO: . B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND RAWL ZANAC TON ARCH CONCRETE MOCK UNIT SHALL BE 1 1/4'. . • 82) 7/8' RAWL CALK -U1 ANCHORS SHALL BE ENEMY EMBEDDED INTO THE CO BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" • -20 SCREWS USED MALL BE 1 1/7 LONG MNUM IA stomp STUCCO 8.3) N CASE MAT- PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND WIL WALL ANCHORS SL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE PANELS. ANCHORAGE SHALL IN BE AS DICATED OH NOTES 8.1) & 8.2) ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TIE RECOkENDATIONS AND OF THE ANCHOR'S MANUFACTURER. 8. BLADE ®• AND T KNUQ(tES FOR CENTERMAT & . & THE STARTERS THE PATENT HE ES () QI OF EASTERN METALS. 9. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS STRUCTURE WHERE SHUTTER 5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE 10. SHUTTER'S MANUFACTUR STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF LOCK SLAT (COMPONENT 1 ). ONE LABEL SHALL BE P ED FOR EVERY OPENING. LABEL SHALL READ AS FELLOWS. J. C. WINDOW SHUTTER MANUFACTURER CO. C MEDLEY. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. r -•.123" ASSA / ECONOMY ACCORDION SHUTTER J. C. WINDOW SHUTTER MANUFACTURER CO. l 43) 94 1N.W 109th STEET. BAY 107 I LE'(.) FLORIDA 33 78 IT. 11 T5 aacalmoll" Irv. 1. 3 6 APPROVED AS COMPL SOUTH FLORIDA BUEI.D DAT BY PRODUCT CON . BUILDING .CODEC ��1 ACCEPTANCE NO `•I WICIWPON L DI MTT AS SHOWN SCALE 4/07/98 DATE 98 - 74 DRAWING No SHEET 1 OF 9 cr 1 LINTY, 1994 110 m.p.h. ED N CODE. x 3 . SCREWS RED BY 90 MT kei MINIMUM ES.' NC. COMPANY. INC. ANY NC /4 . MINIMUM URED CONCRETE. EXIST. E F • IAAIN NOTES A1) ES. INC. P ANY. INC. INC. COMPANY TES . ORS INTO THE NCRETE EXIST. ON THE EXRTiNG BENND SUCH - PECIFI SCATIONS & © ARE UNDER OF THE THE FDAALE PING V:' TH THE ING CODE . 19 VSU1N -S. A PUANCE OFF - 6 1O - 0 5 DADE COUNTY E r POURED CONCRETE REQURCD - CONCRETE ANCHORS 1 10 x 3' S. 3. (SEE SCHEDULE) S. M. S. W/ 3/8 • .�♦, x 5 /8' LONG NYLON ♦ 7 I BUSHING. (Typ. TOP). / 10 x r S. S. S. M. S. L i t C 1 W /3 /Nr • x .`+/r LONG 1 '1 \ NYLON SUSHI 4 (Typ.) ; /// / POURED CONCRETE • OR CONcRETE / WALL REQUIRED 4 / 10 x 1/2" S. S. S. M. S. 0 C 0. C. P OURED CONICPETE REQUIRED 1 4' 0 -20 S. S. S. M. 5. W /FULL PENETRATION INTO RAWL CALK - IN ANCHOR (SEE SCHEDULE). I SEE SCHEDULE I FOR MINMIIM SEPAPATNON 'S 10 GLASS OF I e nsTUG WINDOW I ORS. 10 x r S. S. S. M. S. W/ 3/r • x 7/8' LONG • NYLON BUSHING. (Typ. BOTTOM). CONCRETE ANCHORS 1 (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8 = 1" S. 1 1 1 1 11 11 u OR © 5/8' HOLE TO INSERT SCREW Z THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. Cri 1 10 x r S. 5. S. M. S. • W/ 3/8" 0 x 7 /8' LONG NYLON BUSHING. (Typ. 13OTT01). 10 x 3/4' S. S. M. S. • C 0. C. EDGE OF SLAB IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/8 - 1" -SEE SCHEDULE FOR- --. MINIMUM SEPARATION TD CLASS Of EXISTING WINDOW CR 5. G. 0. 1/ /////)//// POURED OR C RET TE E BLOCK % WAIL REQUIRED /J \ O CONCRETE BLOCK WALL RECTUM - (SEE SCHEDULE) WALL MOUNTING - SECTION Al i . / 10x3' S. S. S. M. S. W/3/8" 0 x 5/r LONG NYLON BUSHING (Typ.) CONCRETE ANCHORS (SEE SCHEDULE) I I D ■ 1/2" S. S. S. M. 5. 0 6 0. C. CO■CRETE ANCHORS (Sa SCHEDULE) 0 f CONCRETE IW:NORS (SEE SC1EDUl1) INSTALLATION SCALE: 3/8' = 1' 11 ALTERNATE 9 10 x S S. S. S. M. S. W/ 3/r • x 5/r LONG NYLON BUSHING. (Typ. TOP). R ®pR@ f 10 x r S. S. S. M. S. W/ 3/8"• x 7/8 LONG NYLON BUSHING. (Typ. BOTTOM). 1 10x S 5.5. S. M. S. 11/3/T 0 x 5/r LONG MON BUSHING (Typ.) 1 D I /4"•- 20 5.5. BOLTS W /NU( & WASHER • 12 0. C. • x 3 OR 4 OR5x.125" ALUMINUM ANGLE 10 x l /r • S. 5. M. S. O C 0. C. POURED CONCRETE REOULRED u ° r o WALL MOUNTING INSTALLATION (OFFSET) - SECTION Cl SCALE: 3 /e - 1 O ddi SEE SCHEDULE FOR 140441.114 SEPARATION 'S" TO GLASS OF DUSTING WNDOW OR S. G. D. 5. S.W LONG • NYLAN � B JSH1NC. !gyp. TOP). 0 OR © • 10 x 3/4 S. S. 5. M. 5. • 6 0. C. CONCRETE ANCHOR 1 MCI' SCHEDULE) OR CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B INSTALLATION DETAILS 14 x 3/4' S. S. S. M. S. 0 C 0. C. 1' x 2' x .125' • Alum. ANGLE Cont. (6063 -76 ALLOY) POURED CONCRETE REOUREO OR SCALE: 3/r = 1' - SECTION 82 ' 10 x 3' S. S. S. M. S. W/ 3/B' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). `1 10x3/4' 5. S. S. M. 5. 0 6 0. C. .000 M:,. WALTER A. TR.UT Jr.. P. E. FLORIDA Uc. f 44167 CONCRETE ANCHORS (SEE SCHEDULE) POURED BETE REQUITED 0 APPUUCAB LE num >E POU OR 3 1013" 5.S. /r ":- „T'( /r LONG NYLON BUSH (Typ 901101). Its EDGE OF SLAB IF APPUCABLE w V ALTERNATE I S. Y. 5. Z RED CONCRETE 1 x 5/8' LONG LON CONCRETE BLOCI( L BUSHNG T " . ) REQUIRED. SCHEDULE FO Mn. I 1 , I : ; SEPARATION 'S TO i I I; I -GLASS OF D0STNG WINDOW OR 5. C. D. 1/4" 0 -20 S. 5. S M. 5. W /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING IL ECOINC. TIJTT 7E311140 t CNOINEERIN0 COMPANY MI6 NIL 3•x. S4 3M. 217. Lamm owes. AD6DI 3316E w-y t (X0)171 -190 . r- : (J00)171 -1331 R INSTALLATION SCALE: 3/8" = 1' MP. r 1 DOGf/T41 •11 GoNcHETE memoirs ( 3 OR 4 OR S x 125 r- ALUMUrU11 ANGLE CONCRETE ANDIORS (SEE SCHEME) ALTERNATE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C SCALE: 3/8' = 1' if 10 x 3' 5. 5. S. M. S. W/ 3/T 0 x 7/T LONG NYLON BUSHING. yp. BOTTOM). 10 x 3/4" S. S. S. M. S. OR 3/16' 0 Alum. POP RIVETS A 6- 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPLICABLE I I APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE - DAT N iJ -)9q A-- i : ,Jl. OW 3 ASSA / ECONOMY ACCORDION SHUTTER J. C. WINDOW SHUTTER MANUFACTURER CO. (A.S.S.A. f 43) 9465 N.W. 1091h. STEET. BAY 107 MEDLEY. FLORIDA 33176 1. 2 x3 OR 4' OR x.125' ALUMINUM ANGLE BY s 1 / W / & WASHE • 1r 0. C. Min I 10 x S s. S. S. u. S. W 3/r r • x 5/ 1 LONC NYLON BUSHCTyP- ING. � 7 I:l / 10x3' S W/ 3/ • x 1 I 7 /8' LONG owr Min NYLON BUSH INC (Typ. BOTTOM). 1/4' •-20 S. S. BOLTS W /NUT & WASHER • 12' 0. C. E. D. x. EDGE DISTANCE (SEE SCHEDULE ON 91EET PRODUCT CU oil BUILDING CODE COMPLIANCE OFFICE, ACCEPTANCE NO.95 - I Q ' M1x I 11 11 11 OR © DADE COUNTY AS SHOWN SCALE 4/07/98 DATE 98 - 74 DRAWING N0 SHEET 2 OF 9 10.3' 5. S S. 4.AW /3 /r x 5 /6f LONG NYLON BLUSHING (Typ.) S. M. S. OR /4" 3/16 Num. POP R • S O. C. ALTERNATIVELY TO CONNECTION AT USE TOP " S UP, S. Y. S OR 0 S. Alum. POP RNNEETTSS • 6 0. C. AT THS LOCATION. I POURED CONCRETE REOWRED SEE SCHEDULE FOR MD6MUM SEPARATION '5' TO CLASS Of E ISTING WINDOW OR S. 0.0. 1.507 CONCRETE ANCHOR (SEE SCHEDULE) ©. ©ORO. OOR ®OR ®OR© ORO • antatrTE ANCHORS (SCE SCHEDULE) POURED CONCRETE REQUIRED 1;8 s � CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' EDGE Or STAB I3' APPPuc. ii / 10 : 3 S. S. 5. N. 5. W/ 3/6 • 3 5 /B' LONG NYLON BUSHING. (Typ. TOP). oR © 1 10x3 S. S. W/ 3/6 • x /5 LONG NYLON BUSHING. (Typ. BOTTOM). 5 1i . 1 e •6 0. C. EDGE OF SLAB IT APPUCABLE 10 3 5. 1 11. S0R�3/ • I. Num. POP RIVETS • 6O.C. ALTERNATIVELY TO CONNECTION AT TOP LIP, USE 110 x 3/4" . S. S M. S. OR33 /1 • Num. POP RIVETS • 6 0. C. AT 1)115 LOCATION. ✓ ///// INSTALLATION DETAILS TYPICAL ELEVATION POURED CONCRETE REQUIRED - -1.sor 1/4' 0 -20 S. S. 5. 4. 5 W/FUU. PENETRATION INTO RAWL CALK-IN ANCHOR '• (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1' O R ®OR ®OR ®OR© OR SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REOUIREMENTS E. D. A. EDGE INSTANCE SEE SCHEDULE ON SHEET 9 Or 9) POURED CONCRETE REQUIRED F OR 10 s. 5. 1 4.S. 3 09 3 / /16 • Alum. POP RIVETS • • r o. C. /// / / / /// EDGE OF SLAB ff APPUCABLE 14 x3/4 S 5. S. 4.5•6" 0. C. x 2' x.125 Num. ANGLE ConL (6083 -T8 ALLOY) 1/4" 0 - S. S. S. 4. S. W /FULL PENETRATION INTO RAWL CALX -N ANCHOR (SEE SCHEDULE). 5/6 HOLE To INSERT SCREW THRU SLL.INTO ANCHOR (REMOVABLE INSTALLATION) (COYER WITH NYLON CAP. 1 ID s3' S. 5. S. 4. 5. W/ 3/5" 0 x 7/8 LONG NYLON BUSHING. (Typ. BOTTOM). 4.000' lin POURED CO►CWETI OR CONCRETE YIOCK WALL =UM (SEE ANCHORS S 1 4 n 0 S. � 3 16 6 O. C. ALTERIWTNELY TO CO NNECTI0N g • A� T� T OP UP S. Y. S. O R 3 3/16 um. POP RATS 0. C. AT THIS L OCATION. coo= moms 904TH 3 REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' / IL ECOINC. TIUJT TESTING i CIM.INEERINC COMPANY ua Kt awn. a. a3'. 917. W.O OYC06 PURIM 331 PNsM : ( 5$7I -16]0 . r.: 003)01-1531 WALTER A. UWT Jr., P. E. FLORIDA Uc. f 44167 ■v. IN ALTDTNAIE 1 10x3' S. S. S. It .S. W 3/8" 6 ON • x / LONG NYLON BUSHING. (Typ. BOTTOM). aaio.na -® ‚ Lj 1/4" 0-20 S. S. BOLTS W /IM R IwISIER • if 0. C. r x 3' OR 4 OR5x.125' ALUMNU4 ANGLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' 10 x 3//4 S. S. 4. S.OR316• Num. POP RIMS • O r 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPUCABLE ASSA / ECONOMY ACCORDION SHUTTER J. C. WINDOW SHUTTER MANUFACTURER CO. (A.S.S.A. / 43) 9465 N.W 109th STEET. BAT 107 MEDLEY. FLORIDA 33 78 as I1.•. 6 APPROVED AS COMPLYING WITH TIIC SOUTH FLORIDA = BUILDING CODE DAT /v9_ 195 BY PRODUCT CON1 L DIV.S.ON BUILDING CODE COMPLIANCE • OFFICE ACCEPTANCE NO - 6610. D. ' ffal11:0 • 10x3' S. 5. S. 4. S. W/ 3/3' • x 7/8' LbNC NYLON BUSHING. (( 801104). 5.Y S. OR 3/16• Alum. POP R • • 6' 0. C. SAN DADE COUNTY AS SHOWN SCALE 4/07/98 DATE 98 - 74 DRAWNO No SHEET 3 OF 9 CONCRETE ANCHORS •PO.c. 1 x2" x.121OR 1 .1 x 3' x .0901 ALUMINUM TUBE (6063 -T5 ALLOY) 3/18' 0 Hum. POP RIVETS OR / 14 x 3/4' S. M. S. 0 ' 0. C. (Typ.) ii POURED COOCRETE O CONCRETE BLOC( RALL REQUIRED 3/8' • HOLE . FOR LOCKING BOLT SECTION E 2' x 2' x .125' OR x S x .090' ALUMINUM TUBE (6063 -T9 ALLOY) 3/18' 0 Num. POP RIVETS OR 14 x 3/4 s. U. s. • 6' 0. C. (Typ.) O (ALTERNATE TO 1' x i' x .125 Cont. Hum. ANGLE (6063 -T8 ALLOY) ** 0 (ALTERNATE TOO) 1'x Num. ANGLE (6063 -T6 ALLOY) SECTION El [ GLASS — r p R N t�a SECTION D NOTE : SEE NOTES ON LOCKS ON THIS SHEET. VAUD ALSO FOR SECTION El AND ONE SIDED SHUTTER. O J (ALTERNATE TD KO ) CONCRETE ANCHORS •9r 0. C. Oce O oR ® 0 i (ALTERJUSE TO O ) * ** O« 30ROOR 4) 3 10' 0 Ann. POP OR / 14 x 3/4' S. M. S. (Typ.) 2 ANCHORS EACH ANGLE CONCRETE ANCHORS F-2.000' • 9' 0. C. n ©Nk©DR©Nk ®0R I I /iii ./.iii • tow J AKou LOODtC •0.T I 3/8 0 HOLE FUR LOCKING BOLT r L i• POURED CONCRETE OR CONCRETE BLOCK WALL r REQUIRED 1 1/2" x 1 1/2' Oft 1 1/2' x2' OR 2' x2'OR2' xrOR 2'x4 OR 2'x5' x.123 AWMINUM ANGLE (6053 -15 ALLOY) 14 x 3/4' S.M.S. OR 3/16' • ALUMINUM POP RIVETS • IT 0. C. 2" x: x.125' ORS x x.093 Alum. TUBE POST 2' 2' x .125' x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 -18 ALLOY) EDGE OF SLAB ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) OR POURED CONCRETE CONCRETE BLOCK MALL REQUIRED � i // 1 1/2' x 1 1/2" OR 1 1/2' x2' OR 2r x OR 2' x 3' OR 2' x2' OR x5' x.125' ALUMINUM ANGLE . (6063 -Te ALLOY) Ni 14 S. M. S. OR 3/16' 0 ALUMINUM POP RIVETS • 9" 0. C. ©t0cRO&®o+ ®GR40R €0R@ POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED ALTERNATE CLOSURE DETAIL W/ 1 NOTES ON LOGICS : • INSIDE LOCKER ® OR WISIDE LOCKER Q SHALL ALWAYS BE USED FOR ANY SPAN AT INSTALLATIONS WITHIN THE f 30 FEET Of WILTING. AND FOR SHUTTER SPANS GREATER THAN r -o'. FOR NSTAL1AT10NS ABOVE 30 FELT ELEVATKNN OF A LNG MEASURED AT Y SHUTTE INSIDE LOC•RR ®SHA L 8E�lTTACNED & W R. BY MEANS Of 2 THUM SCREWS ONLY USING QO LOCCI L E LOCNE7t�MAY 6E T15CD AS AN INSIDE LOCKE)1 IF ATTACHED 10 1:1 & O W 1/ 4' 4-20 x 1' LANG S. S. THREADED BOLT W/ 1/4' 0 -20 x /5 2' NARY THREADED ALUMINUM RIVNUT. SEE NS AUATI011 DETAIL ON THIS SHEET. OUISIDE LOOTER Gj9MLL BE ATTACHED EMU &(D W/ 1/4" 0 -20 5. S. THREADED BOLT W/ 1 4 0-20 x NUT 8'WINTE1ib /Ni4LLY 0-20 s THREADED I' LONG NJNP11N RMAUX. SEE 92STALLATCN OCTAL ON HIES SHEET. o). FOR NSTALWIONS WITHIN THE FIRST 30 FEET ELEVATION OF HO MEASURED AT BOTTOM OF SHUTTER AO DI ADORION TO EITHER USED LOCKERS. A REGULAR T LOCI MAY BE USED FOR SEW PUTT 3SES AT ANY OESTRED LOCATION OF CENTERMATE ONSIDE OR OUTSOE). MEN USED *ism. MNtMUM SEPARATION TO GLASS SHALL ALSO BE VQ6RED FROM THE TP OF SUCH T LOCK OR FROM 11C OTHER SHUTTER COMMENTS SHOWN ON SECTION D OVNENEVElt IS MORE CRT1CAL). b). FOR INSULATIONS ABOVE 30 FEET QE 1ION Of BUILDING MEASURED AT •0110KL OF SHUTTER AND SNUTIZR SP /IS UP 10 8'-d. ONE T LOCK MAY BE USED N LOOT OF LOCKERS OR ()AT IIDSPAN OF CENTERMATE DOING 0UTmDE OR NSOL WHEN USED NSDE, 1N•D,t114 SEPARATION 103 OUISS SKWl ALSO BE VERIf1ED FROM THE TP OF SUCK T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECT ON 0 (WHICHEVER IS MORE CRITICAL). SECTION ,D1 (MULTIPLE :SHUTTERS) 1II. 11! Alum. RIVNUT t (Typ.) DAT • (OUTSIDE) NYLON SCREW HEAD BY ALTERNATE USE OF J© LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER / IL ECO INc. TILLJY TESTlN9 & ENGINEERING COMPANY Oft K.I. 34n. ft, tr. 217, emOw 0110016 "OR 33111 r PAw : (J0032171-1290 . fa : (.1059971-119,11 00)r/ O� 1 -1571 «ALTER A. TUT Jr.. P. E. FLOROA Ue. / 44167 ©t 00R®t® OR®O @ CR® tJE PRODUCT COI' L D!4. BUILDING CODE COMPL ACCEPTANCE NO a - ASSA / ECONOMY ACCORDION -SHUTTER J. C. WINDOW SHUTTER MANUFACTURER CO. (A.S.SA # 43) 9465 N.W 109th SHEET. BAY 107 MEDLEY. FLORIDA 33175 KY. . 2 ors2nxr 2■711 W1. J • ��1x1Y ONE SIDED SHUTTER: END CONNECI DETAIL (� �� OR t: SERIES 9444 ALUMINUM (2024 -73 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART / 0920, AS MANUFACTURED BY AVOEL CHERRY MOOR PARSPPENY, NEW JERSEY 07054 OR EQUAL. OR © APFROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE a )9 Rg ON ANCE OFFICE DADE COUNTY AS SHOWN SCALE 4/07/98 DATE 98 — 74 DRAWING No SHEET 4 of 9 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 pp.a.f. AND 9' Mos. SHUTTER SPAN. 2. NEW 7 . IT P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 R M. 14. C. W/ SPECIFIC DENSITY OF 0.55. 3. PANE Now 2.�W/ SPECIIFIC�DENSITY OF 0.55 ORME H TO BE SOUTHERN r 1/4' • 7 0' LONG LAG SCREWS • 6' 0. C. w/ 1 1/7 WTI. PENETRATION TO MMHG MOOD HEADER 1/4' •-20 S. S. ECUS • 12' 0. C. w/ NUT & WASHER W300 HEADER REQUIRED . ...t - SEE SCW - DULE FOR 400mut4 --•• SEPARAT10N 'T TO CLASS OF EXISTING WINDOW OR S. 0. 0. (2) 1/r • . 1 1/2 LAC SCREMS ALTERNATIVE 1 7i3' ORCOR5' x.125 Mum. ANGLE (6063 -16 ALLOY. /10x3' S.S.S.M.S. W/ 3/6' • • 5/r LONG NTWN BUSING. (TM Tom. In-1.0061 1: � I f . tai 11000 24 0. RUN 0 c. 0. IIIIIIIIIUIIIIIIIdIUpI- imunrin - 110x3 S.S. S. M.S IV/ 3 /r• x 7/6 LONG NYLON BUSING (Typ. BOTTOM). NEW P. T. 7 • 6' Cont. (2) 1/4' • x S LAG SCREWS • EACH STUD (UOWITH Of STUD) MID W/ 7 Mn PENETRATION INTO STUD 11 /ha_ am 0 n1;1;1 111�1�1�1 I�I�I11111 � �>• / 10 . 1/7 S. S. S. 4. S. • r a c f 10x3 5. 5. S. M. S. w/ 3/C • x 5/8' LONG NYLON DISHING. (Typ.) I II II I I I O°R© GLASS Of Ex511N0 WINDOW OR S. G. 0. LAG 1/4' SCRS • x 1 �6' 0. C. LAG EW ALTERNATIVE 2 CLASS OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 3 0. C. REQURED 1 /C • -20 5.5.60115• 17 0. C. 11/ NUT is WASHER tl 2' x3'OR4 . OR S..12S Alum. ANGLE (6063 -16 ALIDY. NEW P. 7.7 x6Cal. (2) 1/C • x S LAG. SCREWS • EACH STUD (MDW.TH or SRO) Ala w/ 7 Min PENETRATION 900 STUD nc0 TI 24' OR RAITER miwc ammi / / / / /I/'// P e• O R f 4x 3 /CS. S 1111141 S. M. S.•6'0.0. Mil 0 . If 10 1/2' SS. SM.S.•6' 0. C. / 10.3/4' S.S. S. IL S. •s ca. c 10x3' S.S. S. 0. 5. w /3 /r • e 5/6' LONG 1411.0(1 BUSING (Typ.) 1' x 4' x 1/8 (Lin) 6063 -15 Num. TUBE (Cunt) W/ (2) 1/C • x S 1A0 SCREWS • EAO4 STUD (40910TH or SRIO) AND W/ 7 411. PENETRATION NTO DOS•4 STUD. WALL MOUNTING INSTALLATION (OFFSET��10� I t =COME -- 11 FOR Lin. SEPARATION 11 S' TO GLASS OF I1 DISTIL WINDOW - ORs.c.D. r R \ / 10 x S.M.S. 6/3/64x7/8' LONG NYLON BUSING. (Typ. BOTTOM). CEILING Sc FLOOR MOUNTING INSTALLATION - SECTION B UUIIIIIUpsl11111111. ::'::II • PDDIII IP I I� '1 CLASS OF DOMINO / Nt1D0W OR S. G. 0. / 14x 3 /4' S. S. S M.S. • 0.G ALTERNATIVE 4 / 10 x 1/2' S. S.S.1.S. • 6' 0.G / IL ECO INC. \ TILLIT TESTING ! ENGINEERING; COMPANY 71!x6 KW. J611 91.. 517. %NOW 041016: ROOM 331.4 •liar : 0x71 -1110 . (a : (766)671 - 1871 SALTER A. TILUT Jr.. P. E. FLOROA Uc. f 44167 WOOD TRUSSES OR RAFTER • sr 0. C. REQUIRED ,• . 4 x 1/r (Mtn.) 8963 -0'5 Alum. TUBE w/ (2) 5/18 • * 4' LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MOWIOT14 OF EXISTING 6000 MEMBER IV/ S ttn. PDETRATEM / 10 *YS 3. 5. 14.S. M/ 3/8 • x 5/!F LONG NYLON ERISH 140. (1». 1DP). R k ON C 3 / NYLON BUSING. (Typ. BOTTOM). / 10x3 /4" S. S. S 4. 5. • r 0. C - ✓ x6' WOOD DECK REWIRED 7 W /1/4' • x11 /s' LAO SCREWS • 6' 0. C. / 10 *TS.5. S. ILL 5. 6 /3 /8 0 . 5/8 LONG 111.014 "'MNG (TYP 1.600' 1/4' 0 -20 S. 5. BOLTS • 12 0. C. w/ NUT 6 WASHER - 7 x3' 0 4' OR S..12S Num. ANGLE (5063 -T6 ALLOY. CEILING MOUNTING INSTALLATION - SECTION 81 R © 10 x 3' S M. S. • 7 1r • LONG NYLON NC. 10x /C s. s. S. M. S. •6' 0. C. t x 4' x 1/6' (Oe n) 6063 -T5 /Jon. TUBE (Cont) W/ (2) 1/4" • x S LAC SCREWS • EACH STUD (MD0OTN OF STLO) Ate W/ 2' Mb'.. PDCT .TON 9170 EXISTING SRC. ASSA / ECONOMY ACCORDION SHUTTER J. C. WINDOW SHUTTER MANUFACTURER CO. { # 43) N.W 1 09LA STEET. BAY 107 4 MEDLEY.: FLORIDA 33176 ICC 11. 3 NEw2" x6' P. T.Com. w000 PLATT w/ (2) rots • ■ 6' LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT 41060714 OF 0051010 MOOD 1404400�TH 6/ 2' 1E ` P W ENETRA110N. 1 \\ / NYLON BU51•NC. (TYp. TOP). M 3r• x5 /r 10140 oOR© NOTE : -. SECTIONS B & 01 CAN BE COMHINED AS APPUCABLE. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE U NE 19 19 C O_ BY PRODUCT CON Ol DIV!S.ON BUILDING CODE COMPLIANCE OFFICE, ACCEPTANCE NO .a17 ID. DADE COUNTY AS SHOWN SCALE 4/07/96 DATE 98 - 74 DRAWING No SHEET 5 Or 9 NOTES: 1. INSTALLATIONS ME ONLY VAUD FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 pp x.f. AND 9' -0r Max. SHUTTER SPAN. 2. NEW T x r P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WRIT 19 X Y. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRANC CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL WALL MOUNTING INSTALLATION (OFFSET) - A2 axa�as IL ECO , NC. TILLIT TESTING ! ENGINEERING COMPANY MI6 NV. MIR t. an. 317, MID1a. 0M13116. 33111 n... (J06)171 -1330 . F. 1 (306)•71 -143i WALTER A. TUFT Jr., P. E. FLORIDA Uc. 44167 ASSA / ECONOMY ACCORDION SHUTTER' J. C. WINDOW SHUTTER MANUFACTURER CO. (A.S.SA # 43) 9465 N.W 109th SHEET. BAY 107 MEDLEY. FLORIDA 33178 M. • eacer+d IMA UM. xe a rut AS SHOWN WALE 4/07/98 DATE 98 - 74 DRAWING No SHEET 6 OF 9 GLASS OF DOSING - - WN00W OR S. G. 0. ^.q 'tw.lrw. N= t x V Cont. WOOD HEADER REQUIRED 1 /4• a3" LONG LAG SCREWS • r 0. C. 1/ 1 1/2" kin. PENETRATION TO EXS11NG 1000 HEADER. / 10 x T S. S. S. M. S. W/ 3/V • ■ 5/8 LONG NYLON BUSHING. (Typ. TOP). 4 u WALL MOUNTING INSTALLATION - SECTION Al f 10a3. S. S. S. M. S. w/ 3 /:: • x 5/8 LONG NYLON BUSHING. (Typ.) © © 0 r . .iliplglpplIIiIililiII WOOD 24 0. REQU SEE SCHEDULE FOR MINIMUM SEPARATION 'S TO GLASS OF DUSTING WINDOW OR S. G. D. . ALTERNATIVE 1 1/r • x 1 1/2" LAG SCREWS • e 0. C. OR ®O•® NEW P. T. x Cont. (2) 1/4 • x S LAG SCREWS • EACH STUD (NUWIDTN OF STUD) AID T Mn. PENETRATION WO STUD 10 3' S. S. S. Y. S. W/ 3/13 • a 7/6 LONG NYLON BUSHING. (Typ. BOTTOM). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS REQUIRED SCHEDULE HEADER SCHEDULE FOR MINIMUM SEPARATION S TO GLASS of DOSTNG WINDOW OR 5. G. 0. I I I I 1 1 1 I1 I1I 1 M111441�ii 1 ...1.....1. ALTERNATIVE 2 • 14 x 3/4 S. S. S. Y. S_ 06 0. C. 1/4• x T LONG LAG SCREWS • V 0. C. W/ 1 1/2" Mn. PENETRATION TO DUSTING WOOD HEADER. w / 0 S. 5/B- M. S. LONG NYLON BUSHING. (Typ. TOP). II II II 11 I I uI #10 a3' S. S. S. M. S.W /3/6• a 5/6 LONG NYLON BUSHING. (Typ.) DR w/ 3/6 • x 7/6 LONG NYLON BUSHING. (Typ. BOTTOM). RIaOR@I TUBE (Co w (22) i • - 1 g 5 uc SCREWS • EACH STUD (NDWIDTH OF STUD) MD w/ 2' Mn. PENETRATION INTO ammo STIR. 1 1• 11000 HEADER REQUIRED iE SCHEDULE FOR MINMUM SEPARATION - S°- TO GLASS OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 3 WOOD HEADER REQUIRED -- -SEE SCHEDULE FOR MINIMUM SEPARATION "S' TO GLASS OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 4 1' a T a 1/8' (kin.) 6063 -13 ALLOY ALUMINUM TUBE Cont. r f 1/4 • x 4 LONG LAG SCREWS • 6 0. C. W/ 1 • Min. PENETRATION TO EXISTING MOOD HEADER w 10 If 3/8" II x 5/ M LONG NYLON BUSHING. (Typ. TOP). -� II II II II i t U ©OR ®OR 10x3' 5. 5. s. Y. 5. W/ 3//8' • x 5 /8' LONG NYLON BUSHING. (Typ.) 0 01 © Cont. EQUAL TO ALTERNATIVE 2 II II II II II u NEW P. T. 2 x 4 Cont. W/ 1/4 • x S LONG LAG SCREWS O 0. C. W/ 11 f Min. PENETRATION TO mow W0o0 HEADER. / 10 x3' 5. S. 5. M. S. w/ 3/6 • x 5/6 L.WG NYLON BUSHING. (Typ. TOP). 1 10 x 5. S. S. M. 5. W/ 3/6 • x 5/8 LONG NYLON BUSHING. (Typ.) Cont. EOIAAI TO ALTERNATIVE 1 OR OOR O APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE a.LGI NLE____1 , )9 BY PRODUCT CON T64L DIV:SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ag - 0614%).0.5 DADE COUNTY 4TE•I4A11YELr TO COIINECTIONN AT TC4' UP. USE #10 x 3/4' S. S. S. M. S. OR 3/16' Num. POP RIVETS • 6 0. C. AT THIS LOCATION. ONE l 111�IrIIrIi�M� - '' w000 24 0. REOU 4 cUL45 Or Ex5T1NG 'WINDOW OR S. O. o. LA6 ^scaEws '1 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE /10x3/4' S. S. S. M.S. OR3 /16• Alum. POP RIVETS 0 6' O. C. AT THIS LOCATION. ALTERNATIVE 1 r • 10 x3 /4' 5. S. 5. M. S. OR 3 16' • Num. POP 0 60. C. 1/4 • -20 5. 5. BOLTS• 12' 0. C. W/ NM It WASHER 503 10 x S. M. S. W/ 3/6 • x 7/6 LONG NYLON BUSHING. (TYP• 80T10M). -2' x r OR 4' OR 5'r 125' Num. ANGLE (6063 -76 AWL NEW P. T. 2' x B' Cent (2) 1/4' • x 5' LAC SCREWS • EACH STUD (MDWRH OF STUD) NO w/ 2' Wm. PDETRATIDN INTO STUD / 10x3 /4 S. S. S. M. S.OR Mum. POP WEIS 0 6 0. C. • 11IggrplrpppppigqM 111111111111 1 =1 CUSS OF EXISTING WINDOW OR S. 0. D. / 14 r3/4 5.5. S. 14.5. • a' o. c. ALTERNATIVE 2 1/4 • -20 S. S. BOLTS 0 12 0. C. w/ NUT 4 WASHER Mr % ANGLE (6 -116 ALLOY. 1.500' 1' a 4 x 1/6 (Nb1.) 6063 -15 Alum. TUBE (Coot) w/ (2) 1/4 • x S L/G SCREWS • EACH 511.0 (MIPMOTH or STUD) ANO w/ 2' Mn. PEIMTRAT1ON INTO EXISTINC ST*A. R © f S. 10 x 3/4' S. S. M. S. OR 3/16 0 Num. POP RIVETS• 60. C. Qg v 13$ ®OR© / 10 x r S. w. S. W/ 3/6 • x 7/6 LONG NYLON BUSHING. (Typ. BOTTOM). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' ,0x345.5. S. M. S. OR 3/16 • Alum. POP RIVETS 0 6' 0. C. MOO TRUSSES OR RAFTER • 24 0. C. REOIARED • 14x 3/4' S. S. S. M. S. 0 80.0. / 10x3's.S. S. M. S. /tr• x 516�� �L G NYLON JS^NC RyP•) f EE SCHEDUL r 0R E MK . M SEPARATION ' s To CLASS OF EX61NG wncow OR S.O.D. S 1 0 x34 S. S. . M. s OR 3/16 Mum. POP RIVETS • 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE /10 x 3/4' S. S. . 5. M. S.OR31W 0 Alum. POD WETS 0 6 0. C. AT THIS LOCATION. • D 1' a 4' x 1/5' (Wn.) 6063 -T5 M. TUC W/ (2) ( vier TO D OI RAFTER OR TRUSS. =ATE SCREWS AT MOWI0111 OF EXISTING w0o0 MEMBER ((7 Mir. NOMINAL WIDTH rY/ r Mn PD TRATq ,o W/1 3' x 5 /8. LAM NYLON BUSMNO. (Typ. TOP). ©OR 1 $ / 10 x3' S.M.S. 1 w/ 3/W 0 7/W t • LONG NYLON :BUSHING. 111.13it (".. BOTTONv. :1 I M. S. 3%16 Alum. POP WETS • 6 O. C. CEILING Sc FLOOR MOUNTING INSTALLATION SECTION B' 6� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS / IL ECO I N C . TIUJT TESTING & D4pNEERRlO COMPANY 0205 Kr. 700x. 7L Oft 117, 1x1r)1fJ► WOOS. POWS 331SO Moor : (aoDlrrl -1 o . r (760)071 -1e71 WALTER A. TILL/7 Jr.. P. E FLORIDA Lic. 1 44167 NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p:a.r. AND 9' -O' Max. SHUTTER SPAN. 2. NEW 2' x 6 P. T. TO BE SOUTHERN PINE No. 2, SURFACED ORY MTH 19 x M. M. C. w SPECIFIC OD/WY OF 0.55. . 1 PINE No. WOOD FRAME lCCOO CONSTRUCTION: O IO F 0. S OR EQUAL.. TO BE SOUTHERN ASSA / ECONOMY ACCORDION SHUTTE t AS SHOWN 5CALc J. C. WINDOW SHUTTER MANUFACTURER CO. (as.sw 9 43) 9465 N.W. 109th STEEL. BAY 107 MEDLEY. FLORIDA 33 76 t1r. 1• 1 OtsIIPnm APPROVED AS COMPLYING WITR THE SOUTH FLORIDA BUILDING CODE DATL J9� BY PRODUCT COI' itOL DIMS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NU 9g - 6610. oS DADE COUNTY 1 4/07/96 DATE 98 - 74 DRAWING N10 sum 7 OF 0 MAXIMUM DESIGN LOAD 'Vr (p.s.f.) WALL MOUNTING INSTALLATION Al TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 ° 4' 9" 49.0 9" 9" 9" 4 1/2" 9' 9' 8' c' 2 1/2' g' 12-c 7' 7" r 5" 9' r 5' FROM 61.9 TO 75.3 9' 11' -17 9' 8 1 /2" 9' 8" 2 1 /2' 9" 9' 7' 9- 1 /' -9" g' 4 1/2" 9" 7" 3' 9" 5 1/2' 4 1/2' • FROM 75.4 TO 91.4 9" 2 1/4' 9" 11• -4' 0 9 3 - 9' 2 7 1/6 I 1/2 " FROM 91.5 TO 120.0 9' 4 1/2" 4 1/2" 8' - - 9° 5 1/7 5 1 /2' FROM 120.1 TO 168.1 7 1/2" 4 1/2" 61.9 - 2 1/2' - - r 5 1/2" - FROM 168.2 TO 226.3 4 1/2' 4 1/2' 11' -a' - 2' • - - 5 1/2" 5 1/2" - MAXIMUM DESIGN LOAD °Mr (p.s.f.) MAXIMUM PANEL SPAN 'L' LH) MINIMUM SEPARADON '5" To cuss (tn.) WN/4U11 SEPARATION "S' TO GLASS (in.) • •• • 45.1 12 -7 13'.- tr 4' 2 1/2' 47.8 17 -0° 12' -8' 4' 2 1/2' 49.0 12-•0' 12' -6' 4" 2 1/2' 50.5 12' -O' 12' -4' 4- 2 1/2' 52.0 12-c 12' - 2' 4' 2 1/2' 52.4 12'- 12' - 1' 4' 2 1/2' 55.0 11' -17 1V-10' 4' 2 1/4 55.2 11' -1d 11' -15 4' 2 1/4' 55.6 11' -4' 1 /' -9" 4' 2 1/4' 57.2 11' -4' 11• - 7" 4' 2 1/4' 56.8 11' -4' 11' -5 4' 2 1/4' 58.6 11• -4' I1' -5 4" 2 1/4' 59.5 11' -4' 11' -4' 4' = 2 1/4' 59.7 11' -4' 11' -4" 4' 2 1/8' 61.5 11' -r 11' -2' 4' 2 1/5 61.8 11' -1' 11' -1' 4' 2 1/5 61.9 11' -1' 11' -1' 4' 2 1/8' 83.4 11' -0' 11'-0' 4' 2 1/8' 63.6 11' -(f 11' -a' 4' 2 I/8" 63.7 11' - 0' 11' - O' 4' 2 1/8' 66.9 10' -8' 10' -6' 4' 2' 67.0 10' -8' 10' -6' 4' 7 MAXIMUM 0ISIGN 1.QAO '11r (p.s.f.) KNOWN PANEL 'L SPN4 R.) WN/4U11 SEPARATION "S' TO GLASS (in.) • •• • •• 125.3 r -r 7*-7 j 2 7/8' r 125.6 7 -6' 7 -5 2 7 /Br 2' 126.7 r -6' r -5 2 7/8' 2" 129.6 7 -4 7-4' 2 7/6' 2' 130.9 7*-3' 7-3' 2 7/8' 2' 131.6 7 -7 7 -2' 2 7/5 r 134.3 7-1' 7 -1" 2 7/8' 2' 136.2 6' -11' 6' -11' 2 7 /8' 2' 137.9 6' -I0 6• -1G 2 7/5 2" 140.7 6' -9' 6' -9 2 7 /0' r 142.6 6' -r 6' -r 2 7/8" r 143.5 6' -r 6' -r 2 7/5 2' 147.0 6' -r 6' -S' 2 7/6' r 148.4 6'-4 6'-4' 2 7/8" - 2" 152.6 6' -2" 6' -r 2 7/17 2" 153.1 6' -2" 6' -2" 2 7/5 2' 156.8 6'-0 6'-d 2 7/6' r' 157.5 6'-0t 6' -d 2 7 /13 2" 157.8 6'-O" 6'-O' 2 7 /ff r 160.8 5' -1 5' -11' 2 7/8' r 161.7' 5' -l0 5' -l0' 2 7/8' 2" 164.4 5' -9' 5' -9' 2 7/8' r MAMMON DESIGN LOAD 'W' (p.s.f.) MAXIMUM PANEL SPAN "1.' (n..) MINIMUM SEPARATION '5' TO GLASS (in.) • •• • 11 67.5 10' -B' 10' -8' 4' 2' 70.1 10' -6' 1 D• -6' 4' r 71.1 10' -5 10' -5' 4 r 71.4 10' -4" 10' -4 4' r 71.5 10' -4" I0' -4' 4' 2' 729 1O' -3" 10' -r 4' 2' 73.1 10' -1' 10' -1' 4' r . 75.2 10' -1' 10' -1' 4" 2" 75.3 • 10' -1' 10' -1' 4' 2' 77.0 10' -0 10'-0 3 1/2" 2' 77.5 9' -11" 9' -11' 3 1/2" r 78.8 9' -10' 9' -15 3 1/2' 7 80.7 9' -9" 9' -9' 3 1/2' 2' 81.5 9' -5 9' -S' 3 1/r 2' 82.5 9' -8' 9'-5 3 1/2" r 8.3.4 9' -r 9' -7' 3 1/2' , r 86.2 9' -5 9' -5' 3 1/2' r 86.7 9' -5 9' -5" 3 1/2' r 86.8 9' -5 9' -5 3 1 /r 7 88.5 9' -4' 9' -4- 3 1/2' r 90.3 9' -3" 9' -S 3 1/2" r 90.8 9' -2' 9' -2" 3 1/2' r MAXMUM DESIGN 1.0AD 't (p.s.f.) MAXIMUM PANEL SPAN 'L (ft.) MINIMUM SEPARATION 'S TO GLASS (In.) • q • M 91.4 9'-2' 9' -2" 3 1/r 2' 92.7 9' -1' g' -l' 31/2" r 93.8 9'- ' 9'-0 2 7/8' 2' 94.8 9'-d g•- ' - 2 7/8' r 96.6 8' -11' 8' -11' 2 7/5 r 96.13 8' -11' 8' -11' 2 7/6• r 97.7 8' -10* 8' -1d 2 7/8' r 100.5 8' -9' 8' -9" 2 7/6' 2' 101.5 8' -8 8'-8" 2 7/8' 2' 103.7 8' - r e• -r 2 7/8" r 106.5 8' -6' 8' -5. 2 7/5 . 2" 108.8 6' -5' 8' -5* 2 7/8' 7 110.6 - 8' -4- 8'-4' 2 7/8' r 111.0 8' -4" 8'-4' 2 7/8' 2" 114.1 8' -2" : 8' -2' 2 7/8' 2' 116.5 8' -2" 8' -2" 2 7/8' 7 116.9 8' -1' 8' -1' 2 7 /8' • r 117.6 8' -1' 8' -1' 2 7/8 r 119.7 8'-0' 8'-d 2 7/8' r 120.0 8'-0 8'-0 2 7/8' r 121.2 r -10" 7' -lU' 2 7/8' 2' 122.5 r -9' 7' -9' 2 7/6' r MAXIMUM DESIGN LOAD W' (p.s.f.) MAXIMUM PANEL SPAN "L' (ft.) MINIMUM SEPARATION 'S TO GLASS (In.) • q • M 165.2 - 5' -9r 5' -9' 2 7 /6' r 168.1 5' -8' 5 •_d 2 7 /6' 2' 166.7 5' -r 5' -r 2 7/8' 2' 170.0 5•-r 5 •_ 7 - 2 7/8" r 175.6 5' -r 5'_5- 2 7/8' • r 176.6 5' -4' 5'_4.- 2 7/8" 7 1603 5' -r 5'_r 2 7/5 2' 188.0 5' -0 5'_d 2 7/6' 2' 195.2 4' - Id 4' - id 2 7/8' 2' 197.2 4' -Id 4'_ 2 7/d r 199.1 4• -9' 4' -9' 2 7 /5" r 204.7 4• -r 4 •_r 2 7/8" r 211.3 4' - 6' 4' _6' 2 7/8" 7 216.9 4• -4 4' _ 4 2 7/8" 2' 221.6 4' -r 4'_r 2 7/8' .7 225.3 4' - 2' 4'_2- 2 7 /8" r SHUTTER SPAN 'L (ft) MINIMUM SEPARATION 'S (in.) LESS OR EOUAL THAN 9' -0" 2 7/8' > 9' -fr TO 10' -O" 3 1/2" > 1O' - -0" TO 12' -0' 4' ACTUAL E. D.= - FACTOR EDGE DISTANCE 2 1/2" .75 2' .50 MAXIMUM DESIGN PRESSURE RATING "Vi ( p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A Al, B, B1. B2, C & C1 ON SHEET 2 OF 9). 4 ` VAUD FOR UP TO 3 -0 MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC, VAUD FOR SPANS OF 5' -0 OR LESS. (2) Mox. ANY:HOP SPCG. VAUD FOR SPANS GREATER THAN 5' -0' TO (3) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 8' -6' TO Mos. ALLOWED. • MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VAUD FOR SECTIONS A, I A1, B, 81, B2, C & C1 ON SHEET 2 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. t USE TAPCON ANCHORS, ZAMAC NAIUN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E D. FOR RAWL CALK -IN ANCHORS IS 2 1/2"). TAPCON OR RAWL CALK -IN ZAMAC NAIUN TAPCON OR RAWL CALK -IN UP TO 75.3 p.s.f. > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEGENDS L EDGE OF 3' hi.. 1 /2' N'n 2 ANCHORS REQUIRED EACH END 5 = ANCHOR SPACING GIVE ON SCHEDU STAGGERED ANCHORS ANCHORS USED W/TRACK "A (TOP & BOTTOM) SHALL BE INSTALLED STA GGERED AT Max. SPACINGS INDICATED ON SCHEDULES. r1.9 4 TABLE 1: s. MINIMUM SEPARATION "5" BETWEEN GLAS AND: SHUTTE OR A I. GIVEN SHUTTER SPAN 'L', FOR SHUTTERS INSTALLED WiT THEI FIRST 30'-Cr ABOVE GRADE OF A GIVEN ` BUILDING. 30'- ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION 'S" TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. FOR SHUTTERS INSTALLED ABOVE 30' -D ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. •• /i itiiE, . \ TULLIT TES11N6 ! ENGINEERING COMPANY tsn KW. (3O )l)s71 -1'30 fa ��71-13I311+ 33161 WALTER A. 11LL1T Jr.. P. E FLOROA tit. 1 44 117 ASSA / ECONOMY ACCORDION SHUTTER J. C. WINDOW SHUTTER MANUFACTURER CO. (A.S.SA # 43) 9465 NM 109th STEET, BAY 107 WEDLEY, FLORIDA 33178 Y. - 1 sn MY. Y a 4 APPROVED AS COMPLY SOUTH FLORIDA BUILD! DAT BY PRODUCT CON' L DIV BUILDING CODE COMP ACCEPTANCE NO. 1R - 0101 - INC WITH THE NG CODE QQ - C 3 19_ K IS ON LIANCE OFFICE 6640- 0.5 DADE COUNTY sCA11 4/07/98 DATE 98 - 74 1 DRAWINO No sNEET 8 Of 9 MAXIM DESIGN LOAD 'VC (p..5.1.) MAXIMUM PANEL SPAN "1' (R.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 MOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 10 61.8 4" 9" 9 11' - 9" 9" 9" 4 1/T 9' 9' 8' 2 1/2" g' g' 11' -0' 7' r 7' 5 9' 7" 5" FROM 61.9 TO 75.3 10' - 9' 9 9' 8 1/2" 9' 5" 2 1/r 9' g" 7' 10' -9" g" g- 4 1/2" g' 7 3' 9• 5 1/2' 4 1/2" FROM 75.4 TO 91.4 v. 9" 10' -6" 6" 9• 3' - 9" 7 1/2 1/2" FROM 91.5 TO 120.0 81.5 9' 4 1/2 4 1/2" 8' - - 9" 5 1/2' 5 1/2" FROM 120.1 TO 168.1 7 1/2. 4 1/2 86.2 - 2 1/2' - - r 5 1/2" - FROM . 188.2 TO 226.3 4 1/2' 4 1/2" 10'-0" - r • - - 5 1/2. 5 1/2" - MAXIMUM DESIGN LOAD 'W' (p.s.f.) MAXIMUM PANEL SPAN "1' (R.) MINIMUM SEPARATION 'S TO GLASS (in.) • M • •• 67.5 11' -4 11' -4" 4" 2 1/2" 70.1 t t' -r 11' -r 4" 2 1/2' 71.1 11' - 11' -r c 2 1/2' 71.4 11' -a' 1 t' - o" 4" 2 1/2" 71.5 1 r -Cf 11' -0' 4' 2 1/2' 72.9 I0' -11' 10' -11" 4' 2 1/2" 75.1 10' - 9' 10' - 9' 4 2 1/r 75.2 10' -9' t o' - r c 2 1/2" 75.3 10' -9" 10' -9" 4' 2 1/2' 77.0 10' - 8" 10' 4" 2 1/2' 77.5 10' -r 10' -T 4" 2 3/5 78.8 10' -6" 10' -6" c 2 3/8' 80.7 10' -5 10' -5" 4' 2 3/8" 81.5 10' -4' 10' -4 c 2 3/8' 82.5 10' -3 10' -r c 2 1/8" 83.4 10' -r 10' -3' c 2 3/8" 86.2 10' -0" 10'-0" 3 1/2" 2 3 /8' 86.7 10' -0" 10'-O 3 1/2' 2 3/8' 86.6 10' -0 10'-0" 3 1/2' 2 3/8' 88.5 9' -11' 9' -11' 3 1/2" 2 1/4" 90.3 9' -10" 9' -10" 3 1/2" 2 1/4' 90.8 9' -10' 9' -10' 3 1/2" 2 1/4" MAXIMUM DESTGN LOAD "If (p.5.1) MAX IMUM PANEL SPAN '1' (ft.) MINIMUM SEPARATION 'S" TO CLASS (in.) • •• • • 125.3 8' -O' 8' -0' 2 1/2' r 125.8 7' -11" 7-11' 2 1/2' 2' 126.7 7' - 1t' 7' - 11' 2 1/2" 2" 129.6 7-8' 7-8' 2 1/2' r 130.9 7-11' 7-8" 2 1/2" 2' 131.6 7 -r 7 2 1/2 r 134,3 7 - 5" 7 -5 2 t/2" 2" 136.2 7 - 4' 7-4' 2 1/7 r 137.9 7 -3" 7-r 2 1/2" 2" 140.7 7 -1' 7 -1' _ 2 1/2" r 142.8 7 -0" 7 - o• 2 1/2' r 143.5 6' -11' 8' -11" 2 1/2" r 147.0 6' -10' 6' -l0" 2 1/2' 2" 148.4 6' - 9' 6' - 9' 2 1/2' r 152.6 a' -6' r -c 2 1/r 2' 153.1 6' -8' 8' -6 2 1/7 r 156.8 6' -4' 6' -4' 2 1/2" 2" 157.5 6'-4 6' -c 2 1/7 r 157.8 6'-4' 8' -4' 2 1/2" 2' 160.6 6' -2" 6' -2' 2 1/r - r 161.7 6' - 7 6' -2 2 1/2" 2" 164.4 6' -1' - 6' -1' 2 1/2' r MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN 'L (ft) MNIMUM SEPARATION 'S TO GLASS (in.) .s.1.) • M • 91.4 9' - 9' 9' - 9' 3 1/2' 2 1/4" 92.7 9' -8' 9' -8" 3 1/2" 2 1/4' 93.8 9' -8' 9' -8" 3 1/2" 2 1/4" 94.8 9' -T 9' -T 3 1/2" 2 1/4" 96.6 9' -5 9' -6' 3 1/7 2 1/4' 96.8 9' -6" 9' -T 3 1/2" 2 1/8' 97.7 9' -5 9' -S" 3 1/2" 2 1/8' 100.5 9' -4' 9'-4' 3 1/1* 2 1/8' 101.5 9' -T 9' -3' 3 '1/2" 2 1/8' 103.7 9' -2' 9' -2' 3 1/2" 2 1/8' 108.5 9'-0' 9'-0" 2 1/2" .2 1/8' 108.8 8' -11'. 8•-11' 2 1/2" 2 1/8' 110.6 8' - 11" 8' -11" 2 1/2" 2 1 /8" 111.0 8' -i0' 8' -10" 2 1/2" r 114.1 8' - 9' W-9* 2 1/7' 2" 116.5 8' -r 8' -T 2 1/2' r 116.9 8' -r 8' -5 2 1/2' r 117.6 8' -6' 8' -6" 2 1/2' r 119.7 8' -4' 8'-4 2 1/2" r 120.0 8'-4' 8'-4' 2 1/2" r 121.2 8' - 3" 6' -3' 2 1/2' 2" 122.5 8' -2" 8' -2" 2 1/2' 2" MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN 'L' (H.) MINIMUM SEPARATION "S TO CLASS (in.) .s.1.) • M • •• 45.1 17 -0' I3'- " 4 r 47.8 12 -O' 13' -1' 4" 3' 49.0 17-1 13' -0r c r 50.5 17-0' 1:' -11' c 3' 52.0 17-0' 12' -10" 4' 3" 52.4 17 12' - 10" 4' r 55.0 17-0' 12' -T 4' 3' 55.2 17 -0' 12' -r c r 55.8 17-0' 12' -6" 4' .7 57.2 17-4. 12' -4- c 2 7/8' 58.6 17-0" 12' -2" 4' 2 7/8' 58.8 17-0' 12' -2" c 2 7/8' 59.5 17-0' 12' - 1' 4' 2 7/8' 59.7 • 17-0' 12' -1' c 2 7/8' 61.5 11' -11' 11' -11" 4' 2 3/4' 61.8 11' -10" 11' -10" c 2 3/4' 61.9 11' -10" 11' -10 4' 2 3/4" 83.4 11' -9' 11' -r c 2 3/4' 63.6 11' -8" 11' -8" 4" 2 3/4 83.7 11' 11' - 8" c 2 3/4' 66.9 11' -5 11' -5' 4" 2 3/4' 67.0 11' -5 11' -5 4 2 3/4' MAXIMUM 0ESGN 10AD " " (p.s.f.) MAXIMUM PANEL SPAN 'L" (ft.) MINIMUM SEPARATION 'S 10 CLASS (In.) • - • N 165.2 6' -0' 6'-C1' 2 1/2" r 166.1 5' -11' S-11' 2 1/2' r 168.7 s' -11" 5' -11' 2 1/2" 2' 170.0 5' -10' 5' -10' 2 1/2' 2' 175.6 5' -8' 5' -8" 2 1 /2" 2' 178.8 5' -Er 5' -B" 2 1/2" r 180.3 5' -6' 5' -6" 2 1/r 2" 188.0 5' -4 5' -4' 2 1/7 r 195.2 5' -r 5' - 1' 2 1/2" r 197.2 5' -r 5' - 1" 2 1/7 r 199.1 s' -o" 5' -0' 2 1/2" 2' 204.7 4' -tr 4' - 11' 2 1/2" r 211.3 4' -9" 4' -9' 2 1/2" 2' - 216.9 4' - 7 - 4' - r 2 1/7 r 221.6 4•-r 4' - 6" 2 1/2" 2' 228.3 4' -5 4' -5 2 1/7 7 SHUTTER SPAN "L" (ft) MINIMUM SEPARATION "5" (in.) LESS OR. EOUAL THAN 9' -O" 2 1/2" > 9' -0' TO 10' -0" 3 1/2" > 10' -0 TO 12' -0" 4" ACTUAL E. 0.- FACTOR EDGE DISTANCE 2 1/2" .75 2" .50 * VALID FOR UP TO 3' -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Mar. ANCHOR SPCG. VAUD FOR SPANS OF 5' -Or OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6". (3) Max. ANCHOP. SPCG. VALID FOR SPANS GREATER THAN 8' -6" TO Mox. ALLOWED. ( )■va / IL ECO I C . TILLFT TESTING t ENGINEVRNG •O.6 NM. 3OP •x . f.. p•. *17. •� l CPC cr m. nd111M suss Plane : (l06)371 •1510 . ie : (106)IT1-I631 ALTER A. TMLUT Jr., P. E. FLORDA Uc. / 44167 ASSA / ECONOMY ACCORDION SHUTTER} J. C. WINDOW SHUTTER MANUFACTURER CO. , (A.S.S.A. j 43) 9465 N.W 1 109th STEET. MY 107 III .MEDLEY, 33178 oases WIN sr. o► sooN1•ll• •w 4 MAXIMUM DESIGN PRESSURE RATING "VIP (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS 8', B1', 82' & C1' ON SHEET 3 OF' 9). •• + USE TAPCON ANCHORS. ZAMAC NAILIN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2 "). . TAPCON OR RAWL CALK-IN ZAMAC NAIUN UP TO 75.3 p.s.1. TAPCON OR RAWL CALK -IN > 75.3 p.s.1. TO 226.3 2.0. ANCHOR LEGENDS MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS 8', 81'. B2' & C1' ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. TABLE . 1 : MINIMUM SEPARATION 'S BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L', FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -C2' ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION "5' TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ' DAT 1g_ 199, BY _ PRODUCT CON1k4L DIViS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qg - 66 16 . 6 5 DADE COUNTY SCALE 4/07/98 DATE 98 - 74 I DRAWING 140 SUEET 9 Of 9 FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WffH THE FACTOR BELOW EDGE DIST. 12d=3' 10d=2 -1/2' 8d =2" 6d =1 -1/7' 5d =1 -1/4 FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING = 12' 0.C. (FROM TABLE) FOR 2 EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 2.000 2.250 t ■-1.500 2.368-11.125 .078 2.031 HEADER 6063 —T6 .125 2.000 BASE ANGLE 6063 —T6 1.750 .078 FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. , 3.000 3.000 2.500 11.500 EXTRUDED PANEL. ALUMINUM .078 6063 —T6 TYPICA ANCHORS ANCHOR 0 = 1/4" TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR ©= 1/4 RAWL CALK -IN, STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR ®= #14 S.M.S. INTO WOOD. (S.G.= 0.47) 1 -1/2' MIN. EMBEDMENT NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) 2.5 ° 0 _1 3.000 1.500 —■■ 1.922 s END CAP BUILT -OUT CONDMON 2X2X 1/8' OR2X3X1/8' ALUM. ANGLE FOR END CAP REQD. ONLY AT BUILT -OUT CONDIT1..L ANCHOR OR E 0 0 24 o.c. SECTION D -D TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4 NO REDUCTION FACTOR IS REQUIRED D 24 TYP. END CAP ANCHORS A B C C B A TYPICAL ELEVATION PRODUCT MARKING A LABEL SHALL BE AFFIXED ON EACH PANEL WITH THE FOLLOWING STATEMENT. SECURITY ALUMINUM WINDOWS 'HOOKLOCK EXTRUDED ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED' ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) 4' TYP END CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONDmON SEE SECTION D -D alliEBALACCEES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS USTED. PANELS SHALL BE ALLOY 6063 -T6. 4. 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. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHAD_ BE STAINLESS STEEL. AUIMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 7'. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. 1. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 70 PSF, - 90 PSF TYPICAL SPACING OF 5 -1/2" FOR STUDS DESIGN PRESSURE RATING = + 55 PSF, - 72.5 PSF ALTERNATING SPACING OF 11" AND 5 -1/2' FOR STUDS ENGINEER. HUUAYOUN FAROOQ PE t$ 16557 As ritci$Ei AS CBMPUiJ6 I1TR THE SOUTH FLORIDA BUILDING CODE DA E June 5. 19` 5 PR ODU c NTROL DIVISION • BUILDING CODE COMPLIANCE OffIa ACCEPTANCE ILO. g4 -t AZ 03 c 0 0 C� c 0 a 0 4J 0 v .9 0 v 0 z 1 1 $ 0 C e drawing no. 94 -45 sheet 1 of 3 1•1:1111 GLASS GLASS MIN. SEPARATION 2 3/4' TYPICAL ALL INSTALLATIONS CEILING & FLOOR MOUNT • . i t ri- • . - . -1•'. • 1L1j • . I • Il•ll I:P II!I • .1 I: SECTION A —A PANEL 1/ /7- 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 SPACING IN. ANCHOR CONC. BLOCK WOOD 4 6 5 3 - E MAX SPAN =90 -7/8" ANCHOR D ® 18' 0.C. ANC D SPACING IN. CONC. BLOCK 5 1 4 5 I - E WOOD FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 3.1 1 - 2 X 5 X 1/r ALUM ANGLE 6063 -T5 SECTION B —B. BUILT OUT CONDffION WALL MOUNTS 2X5X1 /8'AUJM ANGLE 6063 -T5 1/4 -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 4 I 1/4" MAX t PANEL MAX SPAN =96' 2 x 1 -1/2 x 1/8" ALUM ANGLE 6063 -T6 1/4 -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 4 SPACING FOR STUDS FOR PRESSURE RATING +70 PSF, -90 PSF, USE TYPICAL SPACING OF 5 -1/2' FOR PRESSURE RATING +55 PSF. -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2" SECTION C —C Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 3. ANCHOR CONC. 5 5 E SPACING IN. 8 CK WOOD 5 1/4 MAX t PANEL MAX SPAN =96' 2 x 1-1/2 x 1/8" ALUM M1GLE 6063 -T6 1/4 " -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW ENGINEER: HUMAYOUN FAROOQ PE # 18557 J!V 23 1995 APPROVER AS COMPETING WITH TILE SOUTH FLORIDA BUILDING CODE DATE June 19 95 IT p` . / « PRODU f RTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. c 14-__W4 .0 ? ) J W OL 0 W c 0 To L. t c O a 0 m m 0 a a 0 0 •0 0 c 0 1 K i tV 0 03 1. x n 0 m �a i a O In 0 0 Z_ Z¢ v- p EE tf) O 41 Lo O c k. 0 8 0 oh a drawing no. 94 -45 (sheet 2 of 3 SPACING IN. ANCHOR CONC. BLOCK WOOD A 5 5 - D 5 - - E - - 5 1•1:1111 GLASS GLASS MIN. SEPARATION 2 3/4' TYPICAL ALL INSTALLATIONS CEILING & FLOOR MOUNT • . i t ri- • . - . -1•'. • 1L1j • . I • Il•ll I:P II!I • .1 I: SECTION A —A PANEL 1/ /7- 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 SPACING IN. ANCHOR CONC. BLOCK WOOD 4 6 5 3 - E MAX SPAN =90 -7/8" ANCHOR D ® 18' 0.C. ANC D SPACING IN. CONC. BLOCK 5 1 4 5 I - E WOOD FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 3.1 1 - 2 X 5 X 1/r ALUM ANGLE 6063 -T5 SECTION B —B. BUILT OUT CONDffION WALL MOUNTS 2X5X1 /8'AUJM ANGLE 6063 -T5 1/4 -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 4 I 1/4" MAX t PANEL MAX SPAN =96' 2 x 1 -1/2 x 1/8" ALUM ANGLE 6063 -T6 1/4 -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 4 SPACING FOR STUDS FOR PRESSURE RATING +70 PSF, -90 PSF, USE TYPICAL SPACING OF 5 -1/2' FOR PRESSURE RATING +55 PSF. -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2" SECTION C —C Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 3. ANCHOR CONC. 5 5 E SPACING IN. 8 CK WOOD 5 1/4 MAX t PANEL MAX SPAN =96' 2 x 1-1/2 x 1/8" ALUM M1GLE 6063 -T6 1/4 " -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW ENGINEER: HUMAYOUN FAROOQ PE # 18557 J!V 23 1995 APPROVER AS COMPETING WITH TILE SOUTH FLORIDA BUILDING CODE DATE June 19 95 IT p` . / « PRODU f RTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. c 14-__W4 .0 ? ) J W OL 0 W c 0 To L. t c O a 0 m m 0 a a 0 0 •0 0 c 0 1 K i tV 0 03 1. x n 0 m �a i a O In 0 0 Z_ Z¢ v- p EE tf) O 41 Lo O c k. 0 8 0 oh a drawing no. 94 -45 (sheet 2 of 3 SPACING IN. ANCHOR CONC. BLOCK WOOD A 5 5 D 5 E - - 5 1•1:1111 GLASS GLASS MIN. SEPARATION 2 3/4' TYPICAL ALL INSTALLATIONS CEILING & FLOOR MOUNT • . i t ri- • . - . -1•'. • 1L1j • . I • Il•ll I:P II!I • .1 I: SECTION A —A PANEL 1/ /7- 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 SPACING IN. ANCHOR CONC. BLOCK WOOD 4 6 5 3 - E MAX SPAN =90 -7/8" ANCHOR D ® 18' 0.C. ANC D SPACING IN. CONC. BLOCK 5 1 4 5 I - E WOOD FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 3.1 1 - 2 X 5 X 1/r ALUM ANGLE 6063 -T5 SECTION B —B. BUILT OUT CONDffION WALL MOUNTS 2X5X1 /8'AUJM ANGLE 6063 -T5 1/4 -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 4 I 1/4" MAX t PANEL MAX SPAN =96' 2 x 1 -1/2 x 1/8" ALUM ANGLE 6063 -T6 1/4 -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 4 SPACING FOR STUDS FOR PRESSURE RATING +70 PSF, -90 PSF, USE TYPICAL SPACING OF 5 -1/2' FOR PRESSURE RATING +55 PSF. -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2" SECTION C —C Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 3. ANCHOR CONC. 5 5 E SPACING IN. 8 CK WOOD 5 1/4 MAX t PANEL MAX SPAN =96' 2 x 1-1/2 x 1/8" ALUM M1GLE 6063 -T6 1/4 " -20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW ENGINEER: HUMAYOUN FAROOQ PE # 18557 J!V 23 1995 APPROVER AS COMPETING WITH TILE SOUTH FLORIDA BUILDING CODE DATE June 19 95 IT p` . / « PRODU f RTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. c 14-__W4 .0 ? ) J W OL 0 W c 0 To L. t c O a 0 m m 0 a a 0 0 •0 0 c 0 1 K i tV 0 03 1. x n 0 m �a i a O In 0 0 Z_ Z¢ v- p EE tf) O 41 Lo O c k. 0 8 0 oh a drawing no. 94 -45 (sheet 2 of 3 GLASS WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES w/ 1 -1/2' MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 1/4 -20 X 3/4 STUDS W/ WING NUTS r 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 FASTENERS SEE SCHEDULES 2° X 4° CONT. W/ (2) 1/4 0 X 5 LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD Pe P 1 ki■ Ili / ..., di INSTALLATION DETAIL ON EXISTING WOOD BUCKS OTHER CONDmONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4 =1 / -2 x 1 -1/2 x 1 /8' ALUM ANGLE 6063 -T6 # 14 X 3/4' TEKS 0 12 O.C. 1' X 4' X 1/8' CONT. ALUM TUBE W/ (2) 1/4 0 X 4 LAG SCREWS EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24' 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 (2) 1/4 X 3 LAG SCREWS 0 EACH RAFTER 2' MIN. PENETRATION 5 MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 8 FT. MAX DESIGN LOAD = 70 PSF ENGINEER: HUi YO YOUN FAROOQ 1/4' PLYWOOD EXISTING SOFFIT - .500 1/4 -20 X 3/4" BOLT W/ NUT O 2' FROM ENDS O 5-1/2" 0.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE A June tt►9� PRODUCT rr OWL DIVISION 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ILO. - /4.0 7 z ( 9 J W O_ 2 N 0 0 z zQ (C) g,) N rn 03 r7 Lo Z _ 0 MLr) W o � v v ,D CD r 0 '0 of 0 0 m o PI C O a 0 m 0 0 Ts= o • m 0 ) Q 0 1 ) draw ng no. 9 4 -45 (sheet 3 of 3