Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
700 NE 94 St (10)
BUILDING ❑ IAMI SHORES VILLAGE, FLORA Dote— u J ➢ 9 e't ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 8969 Contractor's ,r ROOFING ❑ License No. ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lox II Subdi- Description II Bi. vision Sq. Ft. ._ ,_ Address of S Value of ( � ' �> I I Amount of % Building C -; Project $ der II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, sevar(ts or employees. Signed • � (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit .1 assume responsibility for all work done by ,either, myself, my agent, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY { NOTES! 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING - CODE. MIAMI -DADE COUNTY 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED-FOR SPECIFIC JOGS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR =' =U1LDINGS AND OTHER STRUCTURES". TABLES MUST BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS: ATLANTIC SIIIMEIRS. BIB. NORTH MANS BEACH. FL MIAM -DADS COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. POP RIVETS SHALL BE 3/16"0 5052 ALUMINUM ALLOY. 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 7. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 98 -050. 8. FLOORS TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE CALK -IN REMOVABLE ANCHORS. 9. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 10. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 2.655 2.300 / 1.825 2.195 1 .5 1.583 A / - - .484 BASE SILL SCALE: HALF SIZE 550 05 18/99 11:41 2.300 1.753 750 .729 I _ 2.218 3.438 MALE/FEMALE L SCALE: HALF SIZE 1 -.400 1 r� .250 -.200 MIN. .285 A r y ANGLE SCALE: 3" n 1' - 0" f . 875 .105 TYP. 3.635 4.510 0 BASE TRACK SCALE: HALF SIZE 1.230 / / r---STAINLESS STEEL ASSEMBLY .460 "0 HOLE NYLON WHEEL 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 0 ROLLER ASSEMBLY SCALE: HALF SIZE .062-4 2.874 1 II 0 WALL HEADER SCALE: HALF SIZE 0 ni u 4' a 1.825 .100 1.708 .1 00 4.603 4.140 - .096. ! '0, 4 ! 062' :062 00 I / .971 1.250 i 1.200 3.745 NOT USED SCALE: HALF SIZE x.258 -030P. 054 . � .297 TYI'. SLAT SCALE: HALF SIZE 1.950 0 0 -gy . J .050 0i II cot .120- 750 ,1 S BRASS PUSH LOCK SCALE: HALF SIZE .068 -0 r.095 ao N .095 - / 4. 2.782 068-�i 143 Dr II .6301 3.610 O WALL HEADER SCALE: HALF SIZE 30.225°-- -‘7"'' • ASV -.095 .971 .043 .15OR .314 .325 / . OZ2 .e=.069 1.625 STARTER SCALE HALF SIZE 1.994 997 1.825 .4-143 mi .143 r -.062: -.200 / NYLON WASHER (NYLON BUSHING OPTIONAL) $14 x 2 -3/4" 410 HT S.5. SCREW W/ A JS500 PLATING (TYP TOP &, BOTTOM) NYLON BUSHING W/ WASHER: 7/16 "A x 1/2" @ INTERIOR JOINT TOP 7/16 "0 x1" INTERIOR JOINT BOTTOM BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1 1.682j,.630s I . 062 .372 r r 1.250 r r .971 2.822 / HEADER SCALE: HALF SIZE 4.510 4.102 054 ALT. SLAT SCALE: HALF SIZE 1431 ml i ski r I -.062; • • 00 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE T BY PRODUCT CM 'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO yq-O S 7 - -k - I / -.227 . 0 CV ... w Z ' 1- w 1- o ' ►- W � O tl UP bl N ` 4 - U. U y a a 4 O4 a o to ba < 3 < A • a 4 m ' > !n¢ E - N ,_m 00 - F u_....I Y I mI > � " a�81 I v1 < a = 2a' , ai I U jo, I ®i N Z m ! ]1 W Z u1 7n • • = p 5 N 3 Y o • l7I F I W E = aI m. Z - F i } 'rei .t < I C m1 .4 F u iiMINNIMINEREMil Z ', - � a$' :Orc,7j3.1 ii :fillli. - . 6 . 'Eli i i ! -4 12 /0 ®/901 ace.e Cf9Vn by daafgn by checked by VAC J V JR dr avtn® no. 99-904 shoat 1 of 6 05/18/99 11:42 FASTENER (8) 18" O.C. EXISTING GLASS I (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). r 6.80" (TYP.) TYPICAL PLAN VIEW SCALE: 3" = 1' -0" VARIES - NO LIMIT W —J SECTION TYPICAL ELEVATI 1 N.T.S. Y V1 O Vl Q ALT. DIRECTION 15 OF ANGLE LEG TOP TRACK PLAN VIEW BOTTOM TRACK 1 -1/2" MIN. yr r r II II i ZB Z I 0- O W OE LL 2 FASTENERS EACH ANGLE `- 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED AT 1/3 TO 1/2 DISTANCE FROM BOTTOM OF SHUTTER FOR BLADES 8' -3". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE AT 1/3 AND ONE AT 2/3 FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 1"x2 "x1 /8" OR 2 "x2 "x 1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR *12 SMS 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). *12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT II 18" O.C. NOTE STARTERS 8 MUST BE LOCATED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. — 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY — 3/16 "9 ALUM. POP RIVET OR *12 SMS (a 18" O.C. (TYP) '—TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) EXISTING GLASS '-1/4 -20 THUMBSCREW INTO THREADED HOLE, (SEE TYPICAL PLAN VIEW FOR REQUIREMENTS) 3/16 "0 ALUM. POP RIVET OR *12 SMS p 18" O.C. (TYP) 2 " x2 "x1/8" 6063 -T6 ALUM. TUBE 1"x2 "x.093" 6063 -T6 ALUM. ANGLE, TYP TYPICAL CORNER CLOSU "E DETAILS SCALE: 3" = 1' -0" — TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ar BY PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. c i,, `( - Q 5 2-4.01 — 3/16 "0 ALUM. POP RIVET OR 4412 SMS (a 18" O.C. (TYP) 2 FASTENERS EACH ANGLE THREE 3/16 "O ALUM. POP RIVETS OR THREE *12 SMS, TYP. 1"x2"x1/8 "OR 2"x2 "x1/8" ALUM. ANGLE z (0I VJ. r r ...... i PRCFESSIOKA WEER FL Lic -- .e Noy 1 PE 000`83 drawing rya 99 -904 sneer 2 or e 3 12 /OetOC drawn by 1 PSC checked b1q VAC I GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 1° 05/18799 11:42 EMBED. GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 2' FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 2° EXISTING STRUCTURE ® WALL MOUr T SEC11ONI SCALE : 3"= 1•- 0" FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 4° EXISTING STRUCTURE FASTENER, SEE ANCHOR_ SCHEDULE BASED ON CONNECTION °TYPE 1° � W ' w o w. O EXISTING STRUCTURE 1/4" MAX. a W O: 1- W W M- J O~ N1 =p - W N � ow m _N X I az z - °a "6 t-114 1/4 -20 S.S. MACHINE "6 SCREW & NUT (d) 9" O.C. 1/4•' MAX. ' 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 5" MAX. 0 CONT. (TYP.) TOP & BOTTOM FASTENER, SEE ANCHOR EXISTING ) SCHEDULE BASED ON STRUCTURE EMBED. CONNECTION Y 4° BUILD OUT MOUNT SECT1O SCALE : 3 "= 1'- 0" EMBED. e— � , EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHED. BASED ON CONNECTION °TYPE 1° STAGGER SPACING. SEE SPACING DIAGRAM ON ANCHOR SCHED. GLASS OR DOOR l7 �- , -,-- 1 ® WALL SCALE 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS (d) 12" O.C. (TYP, TOP &, BOTTOM) 1/4•' MAX. 1/4" MAX. EQ. EC1 MOUNT SECTION 3". l'- 0 GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION Xi <, z PLYWOOD & STUCCO FINISH -� 1/4" MAX. — EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 5° STAGGER SPACING. cc W • Iw 16.1 ILI W z 1 —NI SCI � D 1U La _ = Zu _I x Zi0ZI- w•0 E °a u V) la -1" x 4' x .125• 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 PSF ® _ WAIF. MOUNT SECTION SCALE : 3 "= 1' - 0" EXISTING CONCRETE OR BLOCK ONLY. - WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE i / / j EDGE DIST / / / GLASS OR DOOR #12 x.1/2" SMS (la 12 "O.C. OR 3/16 "0 ALUM. POP RIVETS (al 5 O.C. 10 and® ASSEMBLY 0 m W EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE — r SEE TABLE 2 FOR MIPL SEPARATION FROM GLASS 1/4" MAX. 7 : 7 !x — #12 x 1/2" SMS /2" "E (al 12" O.C. OR 3/16 "0 ALUM. POP RIVETS (al 6" O.C. FASTENER. SEE ANCHOR P • �' SCHEDULE BASED ON CONNECTION "TYPE 3° =ALT. FASTENER LOCATION. STAGGER SPACING. SEE APA DIAGRAM ON SEE ANCHOR SCHEDULE BASED ON CONNECTION ANCHOR OR SCHEDR ULE 'TYPE 3° -FRONT AND BACK ANCHORS NOT REQUIRED W/ THIS LOCATION ® CEIL1NG/INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" V2; 3" 1/2 )_-1/2)-1/2":, _ 1/2 ,.. .. EDGE DIST. EXISTING FINISH MATERIAL 1" x 4" x 1/8" 6063 -T6 ALU TUBE W/ THREE -1/4"o WOOD LAG SCREWS W/ 2 -3/4" MIN. PENETRATION IN WOOD t EACH RAFTER OF TRUSS, 24" O.C. MAX. 1/4 -20 S.S. MACHINE SCREW p 12" O.C. W/ 1/2"ta ACCESS HOLE ON SCALE : 3"= 1' EXISTING WOOD / , ; TRUSS OR RAFTER , / ; r" (al 24" MAX. O.C. - _ 'f' . 1 fl J TWO 1/4 "(ia S.S. LAG SCREWS BACKSIDE OF TUBE OR (� 24" O.C. MAX. W/ 2" #14 SMS (Mt 12" O.C. MAX. ----' I PENETRATION IN CENTER OF STUDS �—t814 SMS (1 MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x b" TUBE CONNECTION (MAX DESIGN LOAD t 72 PSF) FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION ° 3° 1/4" MAX. W O F F w j 0 Zu co V)1 ONQ )( °zl- E J °a win 'WHERE TUBE EXTENDS BEYOND LAST TRUSS, EXTEND TUBE TO NEXT TRUSS 1/4" MAX WI: V—� I OIc>Q V) ' IIZ <t Z Ln ® TRUSS MOUNT SECTION - 0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT kA , Z BY PRODUCT CON''OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. G 0 1 ti•o1 Ici g — 1 f W U 0 t o c° I cos > W N i Z X 0 d z I- u Il N m z FL Lic s. No: PE 00 9 3 • r0' 12100/98 aeola i Green ey 1 l ASMWTfO) MK) (.sign � meek. DM via v.ta Graving no. 1 99 -90 3 ot 6 BEAM SCHEDULE D MUTTER BOTTOM TY 2 .. x 5.. 5' -0.. 9' -5" 9' -0" Tr,/ = .125" 8' -0" 8' -1" 8•_O- Tf = .125" 10' -3" 7' -4" 7 -4" 2" x 7" 5 . -0 " 1T -4. 8 ' -5 " 8' -0" 9' -8" 7' -6" Tw a .072" Tf = .130" 10' -3" 8' -9" 7' -0" 2 x 9" 5' -0" 15' -5" 9' -4" 8' -0" 13' -2" 8' -4" Tw = .072" Tf = .224 10' -3" 11' -11" 7' -9" CTR TJRE 1/4 -49 RAWL CALK -IN ANCHORS W/ 7/8" MIN EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS P'. FOR NUMBER OF ANCHORS REQ'O.) 03/18199 11: GLASS OR DOOR -' / , 1/4 -0 RAWL CALK -IN I i ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 / THIS PG. FOR NUMBER 07 //— ANCHORS RECCE].) EXISTING (,i STRUCTURE y EMBEDi� —ALT. LEG DIRECTION `-SEE NOTE G1, THIS PAGE FOR ANGLE SIZE, l AND ANCHORS REQ'Di P. FTW — ;. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PAGE 6 SCALE : 3 "= 1'- 0" FASTENER (a) EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL W � ZI Q I— w O W C W paSSTGXO STGUCTUTn2 11/2" >T f 'l EXISTING V / / / , STRUCTURE , EXISTING FINISH .EIVE , MATERIAL \% CUT IN 2" TO 3" INTERVALS 03 TO FOR C URVE (SEE DETAIL() FOR WELDING INFO). TYP, TOP & BOTTOM. — ACCESS HOLE 1/4 -20 MACHINE BOLT W/ NUT OR 014x3/4" SANS p 12" O.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4" MAX. 'VIEW z : < W' f� J cc CC u- 1 4. 1 W H =,mom < it uj vi * USE BEAI`1 SCHEDULE FOR DETAIL TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION W/ OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE G1: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP 8, BOTTOM. FOR 2" x 5" & Z" x 7" BEAM, USE THREE 1/4 "s6 RAWL CALK -IN ANCHORS @ 3" O.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR 1/4 "0 CALK -IN ANCHORS Cal 3" O.C. IN EACH ANGLE AND USE 11" LONG ANGLES © BUOLD —OUT MOUNT SECTION 0 PASS THIRU DETAIL 3 "= 1'- 0" 1/4" MAX Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) t.' LT w • SEE NOTE G1, THIS _ 1/4 MACHINE BOLT PAGE FOR ANGLE SIZE\ W/ NUT OR i(114 x 3/4" AND ANCHORS REQ'D SMS Cal 12" O.C. —ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = t 72 P.S.F.) z a- N a' W x W Z O 1/4" MAX 1/4" MAX, 1/4 -20 MACHINE BOLT W/ NUT cal 2 "O.C. \.... C? CUT AT INTERVALS T RM CURVE (SEE DETAIL LL FOR WELDING INFO.) FASTENER AT EACH 2" TO 3" PIECE SEE ANCHOR SCHEDULE BASED ON CONNECTION 1° TO VERIFY ANCHOR SPACING IS ACCEPTABLE NOTE: CEILING HEADER 3 MAY BE USED TOP OR BOTTOM AS F LO CONDITIONS REQUIRE. CURVE TRACK DETAIL SCALE: 3" = 1' -0" FULL LENGTH INSIDE EXCEPT AT "NOTCHES"' MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE 2 PAGE 6) GLASS OR DOOR t'14 x 1/2" SMS OR 3/16"0 ALUM. POP RIVETS gi 6" O.C. (s) AND (6� �S SE M BAY EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - FASTENER, SEE DETAIL K (al EVERY 2" TO 3" PIECE — UT LINE (SEE DETAIL L FOR INFO.), TYP. h m44V4441044,044 004 n_ NI NI SCALE CURVED TRACK PLAN VIEW N.T.S. CEILING HEADER (SEE NOTE BELOW) * — PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER BUILD -OUT ANGLE NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4IM FILLER ALLOY FOR ALL WELDING.) WELDING METALS SCALE: 3" n 1' -0" I 1 :EQ . In II F CEILING HEADER (SEE DETAIL FOR WELDING INFO.) ,— MAX. 1/8" TILE FINISH MATERIAL 3/4" PLYWOOD 2 "x4"x1 /8"CONT. ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN © 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW CO 6" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. — 1/4"0 POWERS RAWL CALK -IN Col 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (8:1 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER — 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 - T6 (MAX DESIGN LOAD z 72 PSF) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE 2" C a ) TRACK ACCEPTANCE NO.49 -05 0 I I,' z W IV O la C: V i 41 o� , y z : 0 scale ehaat of 6 W N W z > In a I d� B I 1 ac ®I ID I ° m • 0 •l 1 • O LI dmi ► a o I ' _ u . r '+ p„ • i2R- t _ A •VVIR; ci,Lu 41 a 1 1 I ® .,�„ Evalical : 4444E. � I i ill o O)' a71 IloI 0 :ICI Q [ drown by 1 I MC) daalgn by checked b Vm i VAC , j 99 -904 FASTENER sg:DAC1 (C.;DCaE) ANCHOR SCHEDULE LOADS AND SPANS RECUIFIED MIR vARicua 02.Slin nomonuis 1 . ANCHOR TYPE :;D (W) PSF MAX. (SEE NOTE 1) Mal. 2 DISTANCEK1N. 3° EDGE DISTANCE SPANS UP TO SPANS 6 -0" 8' (SEE NOTE 1) (SEE UP -8" TO SPANS 12' (SEE UP -10" TO SPANS UP TO 6' -0" (SEE MOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE MOOT 1) "iL 0TIE 1) E DTE 1) CONNECTION 1 TYPE 2 3 4 CONNECTION 5 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 CONNECTION 5 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE _ t 111111111111111111111111111 ►1111► 1/4 "0 ITW OR ELCO TAPCON W/ EMBEDMENT 1 (t t 3 4 0 0 psi 48.0 12 12 12 12 11112 12 10 12 7 12 12 6 12 5 12 12 12 12 12 12 1212 4 12 9 12 12 8 12 6 62.012 110.0 12 11 12 8 12 12 7 12 5 12 8 5 10 4 12 12 12 12 10 12 12 10 12 7 9 6 12 4 I 72.0 12 12 9 12 12 12 6 12 11 5 4 7 12 12 12 12 9 12 12 8 12 yy f12 6 112 • 5 8 4 1 110.0 12 12 6 12 - 10 5 4 7 1 9 3 3 5 '12 N 12 8 12 5 12 5 5 8 6 1 10 4 4 6 3 1 200.0 :9 3 3 5 93 Ell 3 _.- 5 , 9 3 3 . 5 10 12 4 12 4 12 6 _.. 12 10 3 16 12 4 12 4 12 6 12 3 10 16!12 4 12 6 12 3 16 )r & STEEL 1 - 9/16 - (13ia1. 48.012 12 12 12 - 12 12 12 12 • 112 12 12 12 62.0 12 12 12 12 • 12 12 12 12 H12 12 12 12 9 12 12 12 12 16 12 12 12 12 16 112 12 12 14 , 3/e POWERS RAWL DROP - IN 3 /8"o STAINLESS BOLT WITH MIN. EMBEDMENT 3400 PSI ATE) 72.0 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 110.0 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 12 12 12 12 16 12 12 12 12 12.12 12 12 12 10 200.0 12 9 8 12 6 12 9 8 12 6 12 9 8 12 6 12 12 12 12 10 12 12 12 12 10 12 12 12 12 10 8 ! $ 1/4 POWERS CALK - IN 8,1/4 STEEL MACHINE tom. 3,000 FASTENING WI 7/8" STAINLESS SCREW PSI CONCRETE') EMBED. 48.012 12 12 12 1212 12 10 12 8 12 12 7 12 5 12 12 12 12 12!12 12 12 12 12!12 12 11 12 62.0 12 12 11 12 9 12 12 8 12 6 12 10 5 12 4 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 72.0 ! 12 12 10 12 8 12 12 7 12 5 12 7 4 10 3 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 110.0 12 12 6 12 5 12 6 4 9 3 12 4 3 7 3 12 12 10 12 8 12 8 7 11 5 r 12 5 6 8 4 200.0 12 4 3 7 3 12 4 7 3 12 4 3 7 3 12 5 6 8 4 12 5 6 8 4; 12 12 '1 12 5 6 8 4 48.0 1 12 12 12 12 12 12 12 12 12 12 12 11 12 8 12 12 12 12 12 12 12 __ 12 12 12 12 12 11 -; 1/4"0 Nat � ': 1 � � � ? s e ^ b'e � e 1 ` � 62.0 12 12 12 12 12 j 12 12 12 9 1 12 12 9 12 6 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 ELCO CRETE FLEX W/1 -3/6 "MIN. EMBEDMENT 9.300 P.81 72.0 12 12 12 12 12 12 11 12 8 12 8 12 12 12 12 12 12112 12 12 12 • f12 10 10 12 110.0 12 12 11 8 12 8 7 11 5 12 5 8 12 12 12 12 1012 9 10 12 12 7 8 10 0 . 12 5 6 8 4 112 5 - 8 12 7 8 10 6 12 7 8 10 112 7 8 10 X ® ® CE O U i11111111I11I11111111111111111111 1/4'0 TAPCON , - /4" MINrMBEDP9ENT , 1/4 POWERS CALK - IN & 1/4 -20 STEEL MACHINE )> ; ITW OR ELCO W/ 48. 0, 12 12 8 5 10 i 10 5 10 3 7 7 7 ' 12 12 9 12 6 11 11 6 11 7 7 4 7 , 62.0 j 11 11 6 4 8 8 4 8 3 5 3 4 , 12 12 7 12 5 9 9 5 9 l 0 3 3 5 72.0 10 10 5 10 3 7 7 3 7 r oli 4 Ai " �LV 3 in 11 11 6 11 4 7 7 4 7 3 1 5 3 3 110.0 1 6 6 3 6 gi 4. j; li 3 e 3 ME . 7 7 4 7 � 5 U 3 3 1 4 01�,I �� 1 1 6 111 1111 0 11 4 it 200.0 48.0 3 Eland El 3 3 1.21. ' '! , 0.E , 4 1 . 1 /1 , 12 ! 11 6 1 � I FASTENING WI 7/8" STAINLESS SCREW EMBED. I i 2 12 12 12 12 12 62.0 12 12 6 12 5 110 10 4 10 3 7 4 3 5 12 12 10 12 7 12 12 7 12 5 8 5 4 7 3 a 72.0 12 12 5 12 4. 9 9 4 9 a 6 IIIIEI , \N 4 E 12 12 9 12 6 11 11 6 11 4 7 3 4. 5 1 8 3 IBE©EI© 10 10 5 10 4 7 4 4 6 ;. 3 3 j 200.0`5 / /� �E�/!/ /� MIMEO mss, - 7 1 12 MEE. 12 6 E 3 3 1i 6 II 3 3 6/; 3 m 3 III R 48.0112 12 12 12 11 12 12 11 12 7 12 5 12 12 12 12112 12 11 12 8112 12 7 12 5 iff_. 162. 12 12 12 8 j12 12 8 12 6 7 5 9 4. 12 12 12 12 9 12 12 8 12 6 12 7 5 10 4 1/4"0 ELCO CRETE W/ 1 -1 /4" MIX EMBEDMENT FLEX 72.0 12 12 10 12 7 12 12 7 5 9 4 4 6 3 12 12 10 12 7 ; 12 12 12 5 110 5 5 7 3 110.0 12 12 6 12 4. 9 4 4 3 8 3 4 4 /; 12 12 7 12 5 110 4 4 6 3 t 3 4 m r.) m 5 3 200.01 8 3 4 4/ 8 3 4 4 8 3 4 6 / 8 3 4 5 3 8 3 4 5 3 8 3 4 5 3 FASTIENEF1 SPACINS (INCHES) - - ANCHOR SCHEDULE LOADS AND SPANS &1IRED FM VAIN MEM En:n_Lom:as ' - - ANCHOR TYPE � OAO (w) PSF MAX. (SEE MOTE 1) MIN. 394° Ems DOSTA CE SPANS UP TO (SEE - 0" (SEE MOTE 1) - SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 12' - 10" (SEE KDTiE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 QOOM _ 48.0 12 12 10 12 8 12 7 12 6 12 12 12 iI[ELL1111111111111ll> 1/4 - 0 WOOD LAG W/ 1 - 3/4' MIN. THREAD MBED. SHEAR PARALLE ! OR PERPENDICULAR TO WOOD GRAIN 62.0 12 12 8 12 # !12 6 ! 12 12 5 12 4 12 10 12 72.0 12 12 7 12 5 12 12 4 12 4 12 6 9 110.0 12 12 4 12 3 112 6 3 9 11 4 7 200.0 11 4. U 7 1 11 4 N 11 4 7 j 4 8.0 12 12 Em 12 , 12 12 EI 10 10 El 10 �I - 1 `I ,"�11 62.0 12 12 al 12 NOME 12 II 8 S II 6 E ; 7/16"0 WOOD BUSHING W/ MIN. E STAINLESS STAINLESS S STEEL STEEL MACHINE SCREW 72.0 12 12 12 ni 10 10 . 10 U` 7 3 a 4 U1 110.0 9 9 9 Ui 1 6 I OM 3 � 1 .8�� 3 11131111111111111 ©© 111© m __ \ 3 Ell 200.0 �� 3 05/18/99 11:43 ANCHOR NOTES: 1. SPANS 8 LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIRC LOADS MUST BE UMFTED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. fl DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. ''' DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 2 x 5 / 0 HEADER /SILL OR [0 /0 COMBINATION APPROVED AS COMPLYING WITH THE 0 (" FLORIDA BUILDING CerIE S y 1DAT • 19 NOTE: •'S" INDICATES ANCHOR SCHEDULE SPACIN(Y SPACING / DIAG TYPE 1 W/ PIECE OUTSIDE ANCH SCALE: 3" = 1' -0" .11 JJ �! R CONNEC11O PRODUCT CO"ROL DIV!SIO ) AND TYPE 3 BUILDING CODE COMPLIANCE OFFICE S ON PIECE �/ ACCEPTANCE NO C \ q" 1 u IA T 21'21 ® 3 1 " �� I �11J :; tee Imo `m (. I gg easzommitifies ' ! C!Z .5151 1 a,z• o I PRO?LSSQ. DAMIEER FL Li se No PE •.•. 0983 [date 0 1999 e ' drown by A. NOT= I CCL @°nf£fl (chochoc Dyi 99 - 904 cheer 5 of 6 +2/08/90 & ASSOCIATES KNEZEVICH ACCOP , (ON SHUTTER SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS L max. (FT -IN) 30.0 12 -10 35.0 12 -4 40.0 11 -11 45.0 11 -7 50.0 11-3 55.0 11 -0 60.0 10 -9 65.0 10 -6 70.0 10 -4 72.0 10 -3 75.0 10 -2 80.0 9 -11 90.0 9 -7 100.0 9 -3 110.0 9 -0 120.0 8 -8 130.0 8 -4 133.0 8 - 3 140.0 7 -11 150.0 7 -5 160.0 6-11 170.0 6 -6 180.0 6 -2 190.0 5 -10 200.0 5 -6 f- < 01 MINIMUM SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 8' -3" 3 -1/8 1 -5/8 10' -0" 3 -3/4 2 -1/8 i1' -11" 3 -3/4 3 50.0 8' -3" 3 -1/8 1 -3/4 10'-0" 3 -3/4 2 -3/8 1V-4" 3 -3/4 3 60.0 5' -0 3 -1/8 1 -1/4 8' -3" 3 -1/8 1 -7/8 10' -9" 3 -3/4 3 70.0 5' -0" 3 -1/8 1 -1/8 8' -3" 3 -1/8 1 -7/8 10' -5" 3 -3/4 3 80.0 6' -0" 3 -1/8 1 -3/8 8' -3" 3 -1/8 2 -1/8 9' -4" 3 -3/4 2 -5/8 90.0 5' -0" _ 3 -1/8 _ 1 -3/8 7' -0" 3 -1/8 1 -5/8 8' -3" 3 -1/8 2 -1/8 100.0 5'-0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -3/4 8' -3" 3 -1/8 2 -1/4 -- 110.0 - 5 _O - - 3-1/8 - - -- - 1 -3/8 - -- • 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -3/8 120.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/4 130.0 5' -0" 3 -1/8 - 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/2 03/18/99 11:43 TABLE 1 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM SHUTTER SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. A L E 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' 1 - 19 BY 111111MAt r /1./_. PRODUCT CO -' DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO It- b S •t7 J - C:., o No 83 FL Li PE 0 1999 72/00/901 drawn by kg R ROVED,: MC' design by checked byl VJK i 'IPA 1 drawing no. 99 -904 6 of 6 Building Official Attn: Building Official: This letter authorizes Sincerely, Kevin P. K nnedy President xu` ad.° %huNig SHUTTER P ODUCT APPROVAL AUTHORIZATION FO Hurricane Shutters Storm Panels • Accordions • Roll -ups We are Dade County iJotice of Acceptance Holder for the .063 Aluminum Storm Panel under number 99- 0208.02. t e �Qo use our .063 Aluminum Storm Panels at the following job: 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 (305) 945-7277 • Fax: (305) 945 -1131 No. M to MIAMI MIAMI -DADE COUNTY, FLORIDA Milli PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 N. Miami Beach FL 33162 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0208.02 Expires:03 /26/2001 Approved:03 /04/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmaster ©buildingcodeonline.com METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com ' Atlantic Shutters, Inc. ACCEPTANCE No. : 99-0208.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PAR 0 L 1999 03/26/2001 1. SCOPE This approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -036, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 26, 1999, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Atlantic Shutters, Inc. ACCEPTANCE No. : 99- 0208.02 APPROVED MAR 0 ' 1999 EXPIRES 03/26/2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Helmy A. Makar, P.E. - Product Control Examiner Product Control Division 0 O ro Z W 0 a .4 00" 1 P75 r .125" TYP. VARIES= 5.00" MAX. I 5® ANGLE SCALE 3" 1'- 0" L (TYP) FASTENER Q12" O.C. FOR DZStE0I LOADS LESS THAN OR EQUAL TO no P.S.F. AND (pa 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. -\ EXISTING CONCRETE. HOLLOW/ BLOCK OR WOOD FRAMING - 01/27/99 10:42 WIDTH UNLIMITED P00DUCT FiARRIRU LOCATION 7 1 1.170- - o 12.00" COVERAGE 13.50 FULL PANEL (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION - TYPE 0i 0i N ® STUDDED ANGLE SCALE : 3" o i'- 0" TOP MOUNT PIECE 0.0. ®, OR PLAN VIEW I 2.016" ' 1 .f 2.00" J' 0 1 "TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE O OR ® OVERLAP FASTENERS TYP. (SEE NOTE 0 6) - x 2" x .055" MIN. TO 2 x 5 x OS5" MAX. - PRODUCT MARKING (OPTIONAL LOCATION) W J CO a I- I F I b ZJ w> Jo w2 ZU aw 0. W vQ x 0 . 0 w H .7I1 -gyp I o 7.093 TYP. - ALUM. ANGLE CLOSURE PIECE .063 400" Q STORM PANEL SCALE 3" = 1•• 0" - 1/4 - 20 x 3/4 MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) F • (TYP) 1/4" MAX.X'\ // ' �' 6.00" COVERAGE 085" L_1 ml �^ T 4,1 N ' 0 .25" ®WINGNUT WIDTH UNLIMITED SCALE : HALF SIZE (PERP. TO PANEL SPAN) SECTION 7.50 TYPICAL ELEVATION -TYPE ii '1/4" MAX - EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING HALF PANEL PLAN VIEW SCALE: 1 -1/2" = 1' -0" - TOP MOUNT. PIECE O OR OR DIRECT MOUNT W I J r m a Z W I i J I J �W W Z Z Jo a s WI X ZU a z 0.• uZ cC & FASTENERS Xa (SEE PLAN a In VIEW & NOTE 6) EX W J 0 AN VIEW ©1 . " x1 BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT 1r- i In a W 0 ® "h" HEADER SCALE : 3" = 1'- 0" 16 GA. (TYP) ® 16 GAGE STEEL TUBE SCALE HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION l ,12" TYP.; UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. TOP MOUNT PIECE O OR OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT 1/2" OVERLAP -\ 1 ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .125" MIN. TO 2" x S" x 125" MAX. P 2.00' B 0 'O 0.090 (TYP) .103 x.307 666" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 2.000 ♦ ® "U" HEADER ® OPTIONAL ANGLE SCALE 3" = 1'- 0" SCALE 3 " = 1'- 0" NOTES. 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY, 0.063" THICK. WITH A MIN. Fy (BEFORE ROLLING) OP 26 KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OP THE PANEL WITH A MIN. OP ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC MUTTERS, INC. NORTH MIAMI BEACH. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OR II PANELS LESS THAN 101' HIGH SHALL BE FASTENED AT OVERLAPS, AT MIDSPAN. W/ 1/4 - 20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTIUZING A Y x Y x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE 1 OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2", USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I & II. FOR PANELS SPANS LESS THAN 33 - , OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS, NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORTS No. 95 -006, 96 -007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS PIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. 1-1/21 ( I MIN. + U ,_ / , FASTENER Q 12 FOR DESIGII LOADS LESS THAN OR EQUAL TO 110 P.S.F. ABB f1 0 FOR DESIGN LOADS GREATER THAN 110 P S.F. . �- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING I C 0 V L. o'. C I I I u N �- glr V.St cal Z tzt c' I 2 n: I i(Crvvn by -3 NOTED') MC I i )cbCl daaign by 1 o00 b VJKJI VALJ 99-036 1 drawing no. sheet 109 6 0 0 SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR GLASS OR DOOR EMBED. (TYP.) ANGLE TO WALL DETAIL SEE SEPARATION PROM GLASS SCHED ULE (TABLE 2) 01/27/99 10:43 EXISTING STRUCTURE CX FA$TEPI R. SEE ANCHOR S2OULE REPEREPICE CO CTCON 'TWO FP /0' PLYWOOD AND STUCCO FINISH \-- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ° W S — EXISTING STRUCTURE ® WALL MOUNT SECTION SCALE = 3" = 1' -O" 2" x b' P.T. WOOD CONT. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS. �iil7iinrnnli�rrn.r p *V# - ro EMBED. 1 -114-20 MACHINE BOLT & WINGNUT 6" O.C. FOR TYPE I OR II OR 12 O.C. FOR TYPE III PANEL TO ANGLE DETAIL CONT. 1 /4'0 x 1 -3/4" S.S. LAG dii12° O.C. WI 1 -1/2" PENETRATION INTO WOOD 1/4' MAX. \ \---- \ TWO 0 x S.S. LAG SCREWS p 24^ - O.C.C. . MAX. X. W/ W/ 1 -3 /4• PENETRATION IN CENTER OP STUDS NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 P.S.F. v-71 WALL MOUNT SECTION (BOTTOM) -7 SCALE : 3" = r -0— GLASS OR DOOR SEE SEPARATION PROM GLASS SCHEDULE (TABLE 2) !� FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ° TVPC SP NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/ONSIDE © MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT 6" O.C. FOR TYPE I & II AND 7 12'O.C. FOR TYPE III C1 ) A EMBED. v ✓ SEE SEPARATION FROM GLASS SCHEDULE SCALE 3" a 1' -0" 0 0 S SEE SEPARATION ' PROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. d ©CONT. (TABLE 2) 7/4 - 20 MACHINE BOLT & NUT 4 12" O.C. - ()CONT. (TYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE A° ' - EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION °TYPE D° EDGE DIST. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION °TYPE r►" CEILING/INSIDE MOUNT SECTION SCALE : 3" = r -0" 0 1/4 -20 MACHINE BOLT & WINGNUT 6" O.C. FOR TYPE I & II ANO P 12' O.C. FOR TYPE IB SIDE CLOSURE REQ'D. (SEE PLAN VIEW/ NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS. - HEADERS p2 & 33 CAN NOT BE USED IN COMBINATION WI H THIS DETAIL ALT. BUILD -OUT MOUNT SECTION EXISTING STRUCTURE 1/4" MAX. 1/4 - 20 MACHINE BOLT & WINGNUT @ 6^ O.C. FOR TYPE I OR II OR () 12" O.C. FOR TYPE III - EXISTING STRUCTURE 0 ea Q I- 1 0 O x U) w 1 4 CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS - GLASS OR DOOR 4 THREE 1/4'O WOOD LAG fi 1 -1/2" SCREWS W/ 2 -1/4" MIN. EMBED. (D 24" O.C. MAX., O SEE MIN. SEPARATION (FROM GLASS SCHEDULE EMBED. (TYP.I SEE SEPARATION PROM GLASS SCHEDULE - FASTENER. SEE ANCHOR SCHEDULE. REPERENCE CONNECTION °TES 4° (TABLE 2) © CONT . �. ©CONT. ITYP. TOP & BOTTOM , 1 - 1/2" (MAX. DESIGN LOAD a 72 PSF) EXISTU4O STRUCTURE - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION °TYPE 4° — EXISTING STRUCTURE 0 G O SOFFIT CONNECTION DETAIL SCALE 3" = 1' -0" 1/4 -20 MACHtx2 BOLT ►S / NUT IFS 6" O.C. ° SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUOLD -OUT MOUNT SECTION SCALE : 3" = 1' -0" STUCCO FINISH OR / PLYWOOD SOFFIT 114 5MS BETWEEN TRUSSES CO 12" 0.C. 1/4" MAX. n w 0 w W X 4 W V I v.. w 1/4 -20 MACHINE BOLT 8 WINGNUT , 6" O.C. FOR TY I OR II OR 12" O.C. FOR TYPE III 1/4 -Z0 MACHINE BOLT b NUT p 6" O.C. - WOOD ROOF TRUSS OR FRAMING MEMBER • SHALL BE PERPENDICULAR Ur"' TO PANEL I rW I E ' I III 1 \ / 1/4" MAX 1 Ali / pp ' -.� 0 - I I I f IA o f 01 2 0 3 O 0 ^ PROFF.S •L Li.. . No PE � 0'83 to I 01/26/99 ,. . � d. ovn Cy 4 $ NO7 MC t 'design by I(cn °ca °d b rl VJ 1 /JX ) dr=' U 9 no. 99 -036 ( sneer 2 or 0 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 x 5- 5 -0 9' -5- Tw 0.125 8' -O 9' -1' Tf 0.125 2" x 9" S' -0' 15 -11 TN 0 .125 - 8' -0" 13' -7 Tf 0.125" N N N eMBED., 01/77/99 10:43 GLASS OR 00004 (MAX. DESIGN LOAO a 72 PSF) SCALE : 3" = 1' - 0" EXISTING CONCRETE OR HOLLOW BLOCK 01 sMS 12- O.C. -/ 2" x 2" x .093" ALUM. STUD ANGLE 3/4' PLYWOOD 2' x 4 x 1/0' CONT ALUM. TUBE (6063 -T6) "PASS THRU DETAIL ALT. LEG DIRECTION STORM PANEL - -• (MAX. DESIGN LOAD t 72 PSF) O HEADER `. OUNT DETAIL SCALE : 3" = 1' -O" f L THREE 1/4 CALK -IN ANCHORS 13 O.C. W/ 7/8' MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 MIN. EDGE DIST. USE THREE ANCHORS FOR 2 x 5 x 1/8" BEAMS TYPICAL FOR EACH ANGLE Tf r—MAX. 1 /8" TILE ! FINISH MATERIAL 1/4 - 0 RAWL CALK -IN (¢1 7 O.C. WITH 7/8' MIN. EMS. IN CONC. OR HOLLOW BLOCK OR 1/4 - 0 LAG SCREW p 12" O.C. W/ 1 -1/2" MIN. EMS. IN WOOD. WOOD SHALL BE OP SPECIFIC GRAVITY "G' OP 0.55 OR GREATER 1/2 THRU BOLT 6) 12 O.C. 1/4 RAWL CALK -IN 12 O.C. WITH 7/9" MIN. EMS. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (@ 24 O.C. W/ 1 -1/2" MIN. EMS. IN WOOD WOOD SMALL BE OF SPECIFIC GRAVITY - G - OF 0.55 OR GREATER `-- 2 x 2" x 1/8 CONT. ALUM. ANGLE 6063 -T6 TWO -1/6. THRU BOLTS 2' x3 "x1 /4 "x0' -8" 6063 - ALUM. ANGLES FOR 2" x 9' x 1/B" BEAMS use 2" x3 - x1/4"x0'-8 - 6063-T6 ALUM. ANGLES FOR 2" x 5" x 1 /B" BEAMS Tv -- ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION S. MAX. HORIZONTAL SPANS) 1/4 MAX. ,� 2" x 2" x .095" ALUM. STUD ANGLE -- 1 . Z • E no • - NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD a 72 PSF) 0 EDGE MOUNT DETAIL SCALE : 3 = 1' -0" �-P EMBED. d 2" MIN. 1/4 -20 MACHINE BOLT S WINGNUT 6" O.C. FOR TYPE IBIIOR69 12" 0.C. FOR TYPE In 2'x 2'x.093" OR 2 "x5 "x.093" STUDDED ANGLE X 4 F 5/16 0 RAWL CALK -IN CID 5 O.C. W/ 1' MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW �•� 2" x 5" x 1/B" CONT. ANGLE 6061 -T6 ALUM. W/ 1 /4 "S STUO 09 12" O.C. (MAX: DESIGN LOAO a 72 PSF) O ALT. TRAP MOUNT DETAIL L SCALE : 3 = 1' -0" 1/4"0 RAWL CALK -IN tp 6' O.C. W/1/4-20 MACHDIE SCREW W/ 7/0 MIN. EMBED. IN CONC. OR HOLLOW BLOCK STORM PANEL EMBED. .. STORM PANEL 1/4 -20 THRU MACHINE SCREW ANGLE TO ANGLE CONNECTION 12' D.C. 2 x2 STUDDED ANGLE NQTE5 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANEL (MAX. DESIGN LOAD s 72 PSF) 0 ANGLE BUILD -OUT J SCALE : 3" = 1' -0" bJ J Q t al 3 a S uo 2 Q a. FASTENER. SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION 'MN 4 2'x - x 1 /8" OR 2 5 x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP E BOTTOM) z are U- v 3 r — � 2 3- ZW 2 a J i Q CC MO oc, ® f aimmimmuto 1 1 I 0' 41 0: OI M Q a cc O LL U, z a. M E Q W > a o/.J. MORES FL Lic PE 0 0 a 1 '0 J In a J 4 a 6: 0 3 4 I- IL N w co N 0 E Q E AS NOTED I design by VJK, A' j ) 1 1 o 2' 1� ; 4i 3 • L o' 01/26/99 (drawn by l MCJ {choebed by) VJK drawWsg roe. 99 -036 • .11..t 9 of' 6 TWO - 5/10 "0 CALK-0d 0 3 - 1/0' . . O.C. W/ r Pte. EIXOECI. 0° CONC. O 1 acta.Low B(Ocn wi 9 -9/6' ON. EDGE COSY. W/ 5/10-10 P4ACPQCM2 SCREW i EXISTING C.B.S. SEE SEPARATION FROM GLASS SCMED (TABLE 2) GLASS OR DOOR Ot 27/99 10:44 EXISTING STRUCTURE 0 2 "x.093" STUDDED ANGLE �-- 2" x 3" x 1/4 x 0'-6 6063-T6 ALUM. ANGLE (TYP. TOP & BOTTOM) \— TWO- 1/4-20 MACHINE SCREWS ALT. LEG DIRECTION NO THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANEL. (MAX. DESIGN LOAO a 72 PSF) u. ® STORM PANEL SUPPORT BEAM SCALE : 3 = 1' -0" O DIRECT MOUNT DETAOL SCALE : 3" = V -0" (-CD 012 SMS (§".) 12" O.C. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TVFR2 1 2" x 7"x 9' -7" MAX. TP =0.13", Ta =0.055" 6063 -T6 ALUM. LAP BEAM x 2 x .09S 0063 -T6 CONT. ALUM. TUBE —. ® SCALE : 3" a 1' -0 1/4 -20 S.S. MACHINE BOLT S WINGNUT (11 PANEL MIOSPAN / OR tr, 5r O.C. MAX. HIM. r x 2" x .125" CONT. 6063 -T6 ALUM. ALLOY OR /9 GAUGE GAL V. STEEL ANGLE 1/4 -20 MACHINE SCREW aD 6" O.C. 1/4'0 RAWL CALK - IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK '6 6" O.C. (MAX. DESIGN LOAD x 72 PSF) STORM PANEL © ALT. CORNER DETAIL SCALE : 3" = 1' -0" � •6 2" x 2 x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL 2 x 2" x .093" STUDDED ANGLE �• 1/4 -20 MACHINE SCREW STUD & WINGNUT Qi) 6 O.C. FOR TYPE I & II AND ail 12" O.C. FOR TYPE III 1/4 - 0 THRU BOLT 0 12' O.C. ANGLE TO ANGLE CONNECTION 1/4 RAWL CALK -IN t lY O.C. W/ 7/0' MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW SCREW- 2" xlslx 1/8 6063 -T6 ANGLE — NOT THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 PSF) 2" x 2 x .093" STUDDED ANGLE 2 x 2 °° ALUM. TUBE BUILD -OUT O STORM PANEL BUOLD -OUT SCALE 3 6r 2" x 2 x .093" STUD ANGLE J — 1/4 -20 MACHINE SCREW STUO & WINGNUT (A 6" O.C. FOR TYPE I S 11 AND a3 12" O.C. FOR TYPE III I�!I el'! w C O 0 o : of 0 o : V.i. PROFES FL Li PE 1 JAN daio N W I- 4 v 0 N N < o3 z W N W Z 0' 0 I- } 0. O U 01/26/99 ac.te (drown by ;x'J'!D MC. 1 6oaign by Choched 61 ( y PC V X J drawing no. l 99 -036 JI sheet 4000 VE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION, FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 40.0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 50.0 5- 0 2 -1/2 2 -1/2 r 1 -1/4 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/4 3 60.0 5- 0 2 -1/2 2 -1/2 1-1/4. 8- 5 2 -1/2 2 -1/2 2 8 - 8 2 -1/2 2 -1/2 2 -1/8 10 - 0 3 3 -3/4 3 70.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9 -8 3 3 -3/4. 3 80.0 4- 0 2 -1/2 2 -1/2 1-1/4. 1 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90.0 4- 0 2 -1/2. 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2-3/4. 3 -3/4 2-3/4. 100.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS, •'H" HEADERS W/ STUDS @ 6" O.C. STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (al 12" O.C. & DIRECT MOUNTS W/ ANCHORS © 6" OR 12" O.C. (TOP & BOTTOM) - L max. (FT -IN) L max. (FT -IN) - L max. (FT -IN) 30.0 8 -5 11 -4 11 -4 40.0 8 -5 11 -1 11 -1 50.0 8 -5 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 65.0 7 -2 9 -10 9 -0 70.0 6 - 7 9 -8 8 -8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 -4 150.0 3 -1 6 -3 4 - 1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 -11 3 -3 200.0 2 -3 4 -8 3 -1 NOTE: 01/27/99 10:44 TABLE 1 - STORM P A NEL SCHEDULE FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE LE 2 - SEPARiA U IIO FROM GLASS SCHEDULE O : d 0 Z M� - a m 0 CO' • 2E. a J • r 5 0 a 0 a o a 4 j m 03 • M a a m H ° 01 2 it P co o en CI W Ir 4 V 0 4 ✓ uJ DJ c: I Psis . „ ilA! FL Lic No: PE 0 :3 acole Crovn Or 11 •• :'COI MC 1 Ooaign Dy �1chocho0 Dr1 VAC J VJii J drawing no. 99-036 mWSoI6 ) CEILING 22 BRACKET 7 RECEPTACLE 52. SWITCH 3y TOTAL OUTLETS //,‘ STOVE 9 al OO/ems / e--C9 r6 WATER HEATER 2 SIGN OTHER 1 I hereby make application for an electrical permit to install or change electrical wiring in or on the premises described below, and I agree to comply with all the rules and regulations governing electrical installations in the City of North Miami. LEGAL DESCRIPTION: Lot /7 Block Subdivision J e 41, `� '% J Address 76e f4 //t ? `Y` A' Owner Z d.5 - pr7>- ads' Building Occupied as: /..'.v Occupant New Construction Old Structure Additional Work ROUGH WIRING (Outlets) SERVICE MAIN SWITCH EQUIPMENT WATER HEATERS (TYPE) SIZE SERVICE WIRES SIGN TRANSFORMERS OTHER EQUIPMENT SOCKETS CEILING Master Electricia F BRACKET OTHER CITY OF ELECTRICAL INSPECTION DIVISION SIZE SERVICE CONDUIT 7 OS (TYPE) NO. CIRCUITS TYPE INSTALLATION CO Dull STEEL TUBE ROMEX MOTOR (LIST AND GIVE H. P. OF EACH MOTOR) 4� RAGE VOLTAGE NO DATE PHASE TOTAL FIXTURES Phone Z Inspection Date (TYPE) BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date — 19_ ELECTRICAL a PLUMBING ❑ PERMIT N? 8690 Contractor's (7, ROOFING ❑ License No. " L Owner of Building L < Architect Contractor or Builder � ..� Legal Lot Description II BI. Address of Building CONTRACTOR or BUILDER Work to be performed under this Permit 1 BY AUTHORITY Subdi- vision Sq.Ft. Value of 11 Amount of Project $ II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed• (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BUILDING ❑ ELECTRICAL gi/' PLUMBING PERMIT N? 8735 ROOFING r0 Owner of Building /7 Address of d;> / , Building / `i;, CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA Architect /1 Contractor u / i 4 : /f or Builder (' .' / % ,�/ f _---,'= ,/% Legal Lat /� Description 11 BI - / Date 1 Contractor's License No. Subdi- vision Sq. Ft. Value of II Amount of Project $ 11 Permit $ BY AUTHORITY 19 Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed• • ' ) - ' „ � (INSPECTOR) BY In consideration of the issuance to mf of this permit / I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, didwings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, ray agent, servant or employee. /1 .