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WS-07-1430Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -54985 Permit Number: S -7-07 -1430 Inspection Date: 10/11/2007 Inspector: Grande, Claudio Owner: AYUSO, LISA Job Address: 461 101 Street NE Miami Shores, FL 33138 -2448 Project: <NONE> Contractor: JOSE SUAREZ & ASSOCIATES CORP Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060170670 Lot: Building Department Comments INSTALL HURRICANE SHUTTERS Passed Failed lot Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. so 0,1 nspector Comments MV Wednesday, October 10, 2007 Page 2 of 2 Miami Shores Village �`o Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APILICATIO FBC 2001 YE@MIETUT JUL 101001 1/4.5 L Permit No. AS Master Permit No. Permit Type (circle): Buildin Electrical Plumbing Mechanical flp Owner's Name (Fee Simple Titleholder) CSI ?A. '' \' ° e a Phone Liner's Address 410 1 N )0 / City tit1O. t\ Apra State I Zip Tenant/Lessee Name Lit 2.0.. ` 0 I k a Phone # Roofing 33)3'g Job Address (Where the vVork is being done) LL-4 1 N City Miami Shdres Village County Miami-Dade Is Building Historically Designated YES NO Q// Contractor's Company N me 3 ale ctAq 'j of Q . , Phone # 74 & Contractor's Address 1 31 g S tO 113 p1 City #1 i aiinq> State 1-1 Zip 3 31 ) t% Qualifier 0 C U Of c,7.— $T Zip 33138 L$is-G6cq State Certificate or Registration No. 0 3 INS 0 0632/ Certificate of Competency No. Architect/Engineer's Name (if applicable) &11 / A )( # 4go0 00 $ Value of Work For this Permit ) • Phone # Type of Work: ['Addition Alteration Describe Work:a11 Square Footage Of Work: )�� Repair/Replace D Demolition �S rs N1N6 s * *, * * * * * * * * * * ** ** * * *** * ** * ** Fees *, ** * * * * * * * * * * ** * * * * * * * ** * * * ** Submittal Fee $ Notary $ Scanning $ 61'00 Code Enforcement $ . Total Fee Now! Due $ 351 �f�`� • Permit Fee $ 0 6-2-1 CCF $ •CJ CO /CC. Training/Education Fee $ I-190 Technology Fee $ Radon $ Zoning _- Bond $ Structural Plan Review. $ IIII�, (Continued on opposite side) OCT C.9 N07 F Bonding Company's Name (if applicable) Bonding Company's Address City State Zip W �A Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated_ I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu - o e absence of such posted notice, the inspection will no e apjrovea reinspection fee will be charged. Signature_ �a C1 O �.�.a_oent ail The foregoing instrument was acknowledged before me this , day of rei ,204%,by 1/14 4 4. 14 who is pers e 1, known . me or who has produced 16 'n6I NOTA Sign: Print: icatiot idiake an oath. MVComm _ IG NOTARY PUBLIC Commissi Signature Contractor The for day of who is personally ment was acknowlC�dged b ore me this 'a 20p6,byd/J/pf # o has:produced '�'�i,, -tee re z ho,didltake&an oath. on # MP 3C,C 3 Bo .. Maflonc l Motors/ i G•f i; , aflonoli4cAjaiY ;rt My Commission Expires: e7-, Sign: Print: j e My Commissio r Expires: ...****************************************************2..e3 *********** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05 /13/03 * * * * * * * ** * * * ** ****** xf* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** er) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF F113ST INSPECTION PERMIT NO. TAY, FOLIO NO. 113 g--7-4,c Ij106 I:10610 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED nereoy gives notice that improvements will oe maae to certain real property, and in accordance with Chaoter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 200680139867 ORS Bk 24220 Ps 2490; (1ne, RECORDED RED 02/ 0812006 13:51:20 HARVEY RUVIhlr CLERf OF COURT MIAMI-DADE ► OUNTYr FLORIDA LAST F'AGE 1. Legal description of property and street/adaress: 2. Description of ► ,ov merit: 3. Owner(s) name and address: rc :4y,• 0 e Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida tatutes, Name and address: 3. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)0), Florida Statutes. Name and address: 9. Exoir differ nt date,is s. cified) date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 7 Sig`natttf Owne- Print Owner's Sworn to and suosc Notary 'ubil: Print h:ota^''s Narne IViv commission exo!re cav ✓1.42i. 2C© /3'Lrf ,;31' L. Aaarei ii_417,,, L' -5 5 aaY p ,, STEPHEN A. SELMAN h,1P `B,,i if a 0,Nutary Public - State of Honda ) • MyCanmissionBq esJan22,2DO9 1, :ate o �ti OP: -•. "4�OF.`oa•,. Commission # DD 366537 "` Bonded By NationatNotaryAssn. I, -- w - - l/0-?)4. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name �l Date 07— V BUILDING CRITIQUE SHEET g o— 4 v�-e lei 2-Gta 6 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 PAIRED COACRETE ROARED '7 nASdC etmmlD • .12r 4nf. Mo . AR0/E , W/ CONCRETE ARGNR3 a e' a c r, r..rod' Cant. AAeI. A1996 W C65CREIE 0162101S a 12' a a POUPEO CONCRETE REOURED RAMC susuaw • t 76 0400-LOWED smut CLASS SEPAR TTBI 70 SILMT 12 OP Id ��AII A CLASS SEPA07719S ID SEE ar991 caS *996 12 OF 76 -a 2000 M) SYSTEM Eumav UTSTRI Farsna A GISMO CEILING & FLOOR MOUNTING INSTALLATION W/ REMOVABLE STORM BARS W /SPRING - LOADED SYSTEM • ' .SCALE : 1/4' - 1 • , SECTIONS V - V OCNCRETE &OCR - REOLd7E0 WALL MOUNTING INSTALLATION W/ , REMOVABLE STORM LIARS W /SPRI/VG- LOADED SYSTEM • / IL EC O INe. SCALE t 1/4' - TES7�7s99�& EABD O COMPANY MO 1t 0. ,14 Anal JUN 0 3 2000 Ea- a,a571R ROM 1707. 44157 SECTION S - S : SINGLE STORM BAR SCALE : 1/2' = 1' + -LOADED drsml SECTION 5 - 5 : ' DOUBLE STORY BAR • SCALE : 1/2' - °F1 AS APPEICIBL£ (06 ) ' 12000 ELEVATION .SCALE : 1 /e- - I • ACTORS TAP 4° a. c REST 0 12' (SEE SCHEDULE FOR OUNYR/Y) •••• ANCHOR & ANGLE SCHEDULE FOR ELE 17ON• & • • 41.1 DOOM LDAO (y0 ANCHOR TYPE k CUANTIlY ANGLE n7dOlms • • 570RdI EAR TYPE► 7R0 OR LESS • • (B) TAPCONS 1/e• e 0 000 0 AY * W/ 4 -0• Ala+. SAT SPAN k e' -O• ,WK STORM BAR SRAM •r x r (uan) x ma= moms Cane Al ATO MOLE 17/ 0OTA77RRA0011 ,• OP EAMON AM 101E a 4' ,0c AT - 07066 BAR 162411214, REST O 72.070. ,(SEE SOMME ON Om MEEK) . • SEE SHEET 9 7' IS i IR SPECS. h DEWS. •••• • • • • • • • rRUDUtr nEVSSE,D • • Pst01111:_?'flr.W R�E4 nmzl with Cr 1.3n )9 OM 1. , .: ': • • • Ax,A.kr;,,p_ ...• .Ufa 0• <.. 04 s L:�: :' 40709 • • • • IDMO:41 r •��-,__: II• Pllact 1' salad • • • Division •••• • F.B. •(H.U.MZ.) : ` 1- AD£ calf �' • • 50mm SLAT ROIL —UP SHUTTER • s •' • •• • •• • • • • •• •• • • AS MOWN SCALE ROLLINGSN!£LD. INC. 2500 KW 7401 AYEMIE 76694 670607 20122 11/5/02 077E 90 S .•an7D. .n< MI6 lb 02 -535 DRAW= x m to-72 11A,A 11 . war 5 0►' 16 3• : 5 Oka) :125' 0094 Alam TUBE' 9 2 2 ' :2•..72s'r o'- fez) 80E 10 ' Q BIn.0 -or? 7118E M/ 2 4 .1/4' SALE EA LEC f : MOMS 0 12' a a' FUEL LEACH 76 PCORED CG.Ca7E PONIED RELPIRED CONCRETE 1•y a• :.125' � Ran AN7AE r/ .1: 4•t'42') :.125' 0624 114 r.1/4• EMS 0 72• a a 70 MBE 6/2': 2�?� r o-4' TURE 6/ f 114 : 3/4' VIA EA LEC f C24 IE ANCHORS 0 72' a a - A L LENO01 70 POURED =CRETE 1•: 3/4' 0 Rem. 0. 10 w �r 5/4• SNA 0 12• a c TO TI PERMED maaETE REQUIRED 0 -I 1- --20W' 1 'T o LrR 244 - J *NOW 024 u / �2AX°• 19n. 1 LOOK 0R -2- 6w006 cuss SEE 9207 2 OF 16 11--FOR i0 SEPARAMR TD MASS O ©orO(- --) 0 D 2262 -0117 TL0E4 (BETORO) 11--- -2000• Een • SEE ma. 12 4V' /9 fDR *8 5214847X8 11-2. ODD" 8 V POIOFD (=CRETE X REW BLOC CASE FIXED STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS - WJSHEET METAL SCREW$ - - SCALE: 1/4' • 1' - sEVCxE' sP�AfOSr:l7a•m AND COALS SECTIONS V - V - 2' X 7' MAX X .250' CONT.. AGABVO/ - MOLE 6/ 1/41 TAPCON MOWS s 12' as r/ COACFMR TTON - aT 4-4/61 X 2 7 /4' POSERS DOLTS • 4' ac AT TYPE 1. 2. 5 f 4 - 57068 BAR =MEW (SEE 0.882422 70. AND 6/ COKEMRA7WR OP - 6-3/0"41(2 1/4' 700£114 SOUS O 4. 0.6 AT 5.6 a S70W1 444 LOCATIONS. - ORE E7E0TXIN Xf. - POURED CONCRETE OR CONCREIE BLOW REWIRED ARE SWIM 7O AH0Y2 SHORN 617NOUT MOW 6141 f HEADERS A 0 -© 0 OF F1 .150'- • 11 :11/2'48 .1 ' r 570611 8 DEPTH Man. ANOLE I. NSTALCA 14 r - 11. 104. � 1L80E (3Sa17 °8 3F' AT 4- DEMON LOAM DO Oor0F - pp 8090814090 X4.10 80.0 p " 41 706 L3/4" GREATER 71448 80.0 p.2.4 EACH SIDE • SECTION S3 - - S3 MBE : 1/2'• 7• • 1 7/2' r 1 S/2' .. 1 r STOW 048 DIEM Et Num. ANGLE • or 0 ' mad, 0 15 8 8!2 ARD (2) / 1/7.0113tr /1045.64.A;601 ' () J �� �,� 8E.poEgCN L04D ID T1aW &` PDR JJ //1.042S(�1 //j76 10 80.0 p..2 MOH SIDE • 80.0 S EA. PDR CRFATER DESIGN LOADS. SECTION S3 -. - S3 EWE : 1/2' • 1' 9 ® ®or 4-3/6.3 417048 7/4. 442!71 .. s4• or F ©armu IRRIGABLE as AT 777E 1.R .24 f 4810876246 71/2'rT 1/g- r.12fr 10O4M1r AA• aa/e an l/7• 510474 8ER DEPTH Mar,. ABEXE f+o>1EAS BMW . 4' RG AT 7Cf i✓E' EA Y J L a d a BM 446 tO aAT 2'r 7'78r YT0 Cant LPm848 s 1r4R AL1mRU1 NAME (i4fE 0 • 3/4' L L, • 1M •••• • •••• AMINO' HEE 12000 72. 0' .000• ■ • • '• .OW 8071 120(1' 4'.6'a15a'&.L -•••■ (TREED 0/6J •••• • • • •OE 4/ 1_4 a 1172' 1 a S. r.r, •i• AT .L� LY••• tm Lalp�rA<F L�Yn'�:'di • • 1 /p a a S1WRl HNP r,i IOGT►7N, 8(87 O,2' as ••• • • 4' X 6' BAIL X .240' CWT. LIAME .; 770E W/ 1/4•: TAPpON •ANONO0 S 0 12' as W/ C0.187i7AA0SW • CASE IIa`4- 4/11X21/4' POSERS LULUS• 4'0.24 AT1YPE1.R 5 f4 - 57061 BAR LOTATXW (BTE 0.07008 X). • AND W/ CONCENTRATION OP - 6-J /5'0X2 7/4' 70092 8075 0 4' as -Al ME 1 & 6 STORM OAR 40841826 . (SEE 070818 1O. s.:s::, •i4.. , 47 iirr34 6E: 1/4• • 1• ✓ • • ftir':,:.y �- C i 7 ••s ,.' • !" - • • •LY.a._' : •000: .. ••• • F.AE (H.V..FLZ.) f' a4a, --DADS cb '• •• • • •• • •• • •• • •• ••• • • • IL EC O INC. nEEfr )ESruf0 ! EMOINEEPINO COYPAN7' g at 2a.. as 2v- rLM,N JUN 0. aO -100 -� AUm 1A 701IT714f8 E 7 a%r 50mm SLAT ROLL-VP SHb'l?Ee : a 71/5/02 247E ROLUNGSHIELD, INC. 2500 N.W. 748, 4881 i NAM N0224 57722 O6 6-f: 02-5.35 OAA8SN0 Ab 9207 7 OP 16 ••• • ••• • r, r ()8z) ,M S" Coe Ata. TIME 2/2'. 3',.735', 0'-Tl' ) AMXE m Two -CVs 158E.' W/ S 14 , 3/4' S1/S at 1E0 e MDiO S 0 12• 0 a/ 7111 1E>0074 70 POURED 70.13477E REWIRED 7 I•, 2' • .725' Cart Alum ARMS O/ / r, 4'Wa), 737 tart AE,a /14 • 3/4' SIAS O 72'00 1C TIM 11/ 12' sr 2' 5 r T /1 114 r 3 /4' SIPS EA. LEG e CONCRETE ANCHORS O 12' a 0 17110 WARM 70 44ED CONCRETE miss / CONCRETE REQUIRE° 1' a T' , .725' Cont. Aim,. AMC M/ / 174 , 3/4' sus 0 52' a a TO OWE 4 , 0 ZOO' 1Bn •A.s 0 /I 9217 12 OF 18 FOR Aim =WARN ■1•■ . ■. ONION WINNini II II TOP S-ia+087 ID &ASS O® 1 LatO0 swat 00°-0 / POW= CONCRETE OR CONCRETE REIXI 30007 CASE 1 • 0 0 °r0 ). VMS-LOADED • MS .T4 RW C ALUMNI), • 8/ l /4'1 77 ANCHORS 0 12' 70 / 0 biT r N' 4-yro X 3 7/4' POWERS MILTS O 4• as AT EYFE r. a a e 1 • 3440 • / BAR =MR (SIX E1EteOON X), AND W/ 7/EMTAW53 CF • .T 4- iXT 1/4' POWERS Maas 0 4• 0.0 AT TYPE 1 e 0 STORY ERR LOCI770Ni / (SEE EtEla00N X). ( GLASS moon 0'0 577008 IaOm' SYSTEM • SECTION S - S : 7 SINGLE STORM BAR SCALE : 1/2' - 1' I SEE SHEET 12 IOC 18 FOR ANTI. SFPAR47921 2' r e 1St, AMMAN 474747E (GCSE 4 -J/8'3 X 2 1/4' POWERS SIXES 0 4' as ATM 7. 2.$e 4 SOW H4Qr 805107 M• 8- 3/8'322 1/4' MOWS BOLTS 0 4' 0.0 AT TYPE B e 0 5701.1 8947 LOCUWOAtC SYSTEM • SECTION S - S DOUBLE STORM BAR SCALE : t /a- = 7' AS APPIICA&E u u I u u _ =I Id • Th 11 III 1 iI POUTED CONCREIE OR REQUIR° BLOCK / ASE 11 REMOVABLE STORM BAR CONNECTION AT BUILD —OUT ?ACE INSTALLATIONS' W /SPRING — LOADED SYS EM * • SCALE : 1 /4' ■ 1' • SECTIONS 'V — V • SEE SHEET 3 OF 18 FOR SPEiS & DETAILS, 73.70 00'.0 010 BO770X 7 G9Drn 1 ARSE W 74 . 7 5 45 IL 5 CLN S.1W r - !• a s,1O.Y HAR- 487 0 73 a s 4'X1 MAX X .250.ONT.. ALUMINUM 774E W/ 7/4'4 1M O N ANCHORS•e 12' AC. W/ 00270702,91143 . OF 4 -3/843 X 2 7/4' 4MERS BLOTS O 4' RC NT JYPE I. R it • STORM Mw 8004062 (SEE 0.E144110N X,1 A7m W /.CORcov7RALCR OF . 0- 3/3'102 1/4' POWIFS DVS .5 4• as AT •5 e 8 STORY 813 800477035 • (SE 8724)7173 2), • Mr Cr .257' Cent 1210121151 WOE (CASE 0.ONLY) IEJslEJ & v SCNE : 1/d' - I' •„ •• • • •• • ••'•••• • 00' •••• • • •••• • • •• • • • •••• • 74 • • •••• oRP��y;�;: d•: •••►•• • • • • ■• iq!ilTlil(.'i'RENEBY6D rti-- -s::,. ��(y+ Via- _ .- -et • !o • f..:Vtmt�xE .,,. PcentCaand • • • ..; (,. .......... :,.....Tht_eow,„ • � • ! -DAD£ y� °° • F.&Cy (KV.H.Z.) % m1700 OF 100208 OR COMM 9.19-1 70P OF Saws 00+00-1 2-3/8 ca' ANAL 901 J (5007 -78) MLDY. •1I 121//2' sus ♦ POLYE90000 POLYL7WILD f ewer / TOP S RPS OVUM 0O7D r iert/`1• 5•• POP ' FRONT 27�1�'°' �5 SIDE VIEW 1 BOTTOM SPRING-LOADED SYSTEM SCALE 1/2• _ 1 • , ♦ J eneron. r tra 014EOA . �Y X. Y DIMENSIONS FOR .4 EVEN 71PE OF STORM BAR MORN WIVE 11041 0) 0 I NAM T 12/12' 00 1 21/!2• 2 21/2• 0 1 21/.000• J 27/32' 0 1 721/002• 2 15/22' ® 1 aysz- 22. in 1 mixt 3 1550 ♦ r P(.YEDMEIE BLOCK 1000 00001/Y 7 2MD ME7euIlA/TTna1.a r 5105 OF VOW BR I/R 2/2•-- 1547/2' ss OIP SCREMNIMF NORM 1 ON MOW OF70). ' SEE 5221111X115 uoo � (0007 -75 Ar1DY). - .i7s• 1YP. FRONT - 0 @00® 4-2/75.001,0 . OINUM 8vh77 MID MEM AT UCH 9017 OF 51001 BAR sPtTBO-50L51711 2-575• DP. TYPICAL CONNECTION TO • STORM BARS (SIDE VIEW) SC.4L 1/2• — 1 • SEE SIDE VIEW /ee1/r eMc fh�Po/n}6sY44�/ff�An TOP SPRING - LOADED SYSTEM • SCALE 1/r = t • , 0/10• ENGAGEMENT HOLE DETAIL,' (IN CONCRETE) FOR REMOVABLE' SPRING - LOADED STORM BARS SCALE I• -I• • NOTES: - (1) ENGAGEMENT HOLE DRILLED Du CONCAVE' SHALL BE 5/8•021• DEEP. W /1 /16• MAX TOLERANCE 114 BOTH DIAMETER & DEEM. (2) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE PERMANENTLY PROTECTED BY FITTU40 PLASTIC BLEhING (SEE DETNL 1) IMO HOLE IT SHALL BE 7H£ RESPONEBILRY OF SHUTIER5 5 OWNER R7 PER1L4NENTLY KEEP BUSHING FREE OF DUST & MOLD BY REMOWNG IT FROM ENGAGEMENT -• HOLE CLEANING IT AND REPOSITIONING IT INTO HOLE AS OVDICA7ED ON ABOVE DETAIL. J TYPICAL SPRING-LOADED' SYSTEM FOR REMOVABLE STORM ,BARS AS ALTERNATE TO THE USE OF CALK- -IN ANCHORS ^ � IL ECO me. \ 1DE/T 71257110e ! fM0•!6&fIb COMPANY ri AM r ns - Wade JUN 0 3 2003 00- 0000779 EWER FLORIDA I FILM .14. 144 s7E 00/00• PLASTIC BUSHING: DETAIL 1(Isa#?E7@!C) .. • • • • l: C•: • • MIME • r • t! _ •. •,••• AA n No ••• • •••• • • pan ---.� • ••• LL7bss1k14.1a 7,r gar' to • • 9cs„1.: .,, • • • • • •G%get'r_: • • raiimicontrei ••••• • • • • • • • F.9.i"•(H.V.H.2.) / MW8 —DARE COLJjf •• • 50mm SLAT ROLL —UP SHUTTER •• Al su ROLLINGSHIELD. INC. 2500 MK 74Ih NAME 00AK RORCA 57122 11/5/02 0575 ... AIM NG 02 -535 0241500 No 01/0/➢! SKEET 9 Of 15 ®o DOW NOM 4470 REWIRED REA011 CONCEIVE 1 1 izicr- III I r. ■ P 20 =MOM W JI-J ' \ / �_� FGV / 81S 10 /141 J/f R2' �Aerae r f'r.12IP Dad - ALMA„ RELILERED r,r,f SAVE rr SOME • 1801 BOLT 10 12 fl • 0 -r WW1- OWE adP • r 0-4'p WOWS. 45 .87 02805 8 1071.11LAIS A MAME SAWS errr ass' crat IVABOATV 118.701 FLEA , 00.© e • REVARER YI r•e`6G0r0:8 LW, • 111 E .r. Shp" r J(.4r� TO / 31'4.7OMk7ZS EWE AN; WALL MOUNTING: SECTION UWW(3) SINE , 1/r • I' AWE: nos fSZatAll IS MY W[0 /GS WORN MS 8078 r Ira. SAW • r-e. twin Wm, Tr-0' 45 sra5 SFAV * 60 W4 WNW LEM LOW GS 104 FOB/ • WM WON WL 541w-0 -01 ADDERS WV 10-0' AWL SWiE SPAN 460 Pit 00,0401 DAMN LGM / r 1 II mr01 AALIAR48 JUDE , 1/6' i' /2'. 'r I/O'. -P'' Allaaaw 10 iKRIWM IV 3114r.1/4'S.11. £EA8501, r,2'.��l[4a'J c- e. ,vn., per /y Et SIDE P704402 870 3 7D' rut & (2j /.year TRW RODS 1D MUM 2' , 4' , 1,4 • • 0'-6' Adr6. ' TO TOD R6L4TS Cie:: r 2 7/4" RR � 11/ 7358110 -087 7 501 r WALL MOUNT WG: SECTION WW(3) EWE, e • FLOO IUNGMOL1 ?fl7NG: SECTION W -W(1L WD HEADER SECTION W -WIML MAW/HEADER SOME: 1/6'- 1'. ELEVATION/ \A SrvE : 1/8' • 1' • ELEVATION/3\a SCALE t //0 - 1• TYPICAL HE4DER CONNECTION AT MD& SECTIONS W-W r POURED A 1'r 2, 1/d crud 4.458504251 W /J14r 5/4 S IW S• 12 a s 1 - ALMA A 14700 W./ Fla' 470E DOM MOW MASS 0 ©a® SEE' IAIE 2' r 2' role , 0-6' Ni o 444E - MR TO WALL a (21/4' 0 Rw8 ROLLS 7O IR618V. • • • .:•• • WALL MOUN77NO: MULLION C01191E 77ON AT TOP & BOTTOM : MEOWNW-4V1y / 6041£:, /6' -1•• • • WE 1 : ••• • • • • MOM WAIL I4r Re 1VRED COL4215 4a LYIVCREIE ;40. DEMON LOADS IP TO 15040e1 IND MALL E POURED • Lo 7E RUED 6LICAS FOR GREATER Lanz - •• •• /TL Tar= N \ Tsar rum= • EA 10 COMPANY 6S18a .t>ad ti na /mr, R-0006Lll.�16II -MS�R yIa ER- 4:087(6 JUN 7nn3 7L460AA 88 TRW H% E 11111ZUCT UNWED gat _ - 6 07 04 • . .— ~-- • M ��....: • 50mm SLAT fltILL —VIP SH111IIR• As smm" ROLLINGSHIELD, INC. 2500 Mt 7401 AOFJEC 10414 414784 33122 AM At sasmi 1101 08 03-0 • I 171:101111321 • 11/5/02 DATE 02 -535 DRAWN Are SHEET 10 OF 16 • • • • • • • ••• • • t4•DO Em SR/0 ✓ AAam 2' x 1 (6063 16 ALLOY) WOOD Hauer REOUIRm EXISWNG WINDOW VARBw SEE DOE ON SHEET 12 OF 16 FOR UIT. SEPARATION/GLASS FOR DLSTALTATTOl6 EN 1 WR 30% _ _BADE UFAA/•E• AT 1 BO OF SHUTTER 2'14' CONE. sdt PATE REOUlMED 1 0' ©••®(I ' 5700 STUDS , L) R i __�__�_\ PLAN A (SECTION) ' Om' ' ' WALL MOUNT 1 SCALE: 3 /B'- 1• / 11P tri A itirkii-L 1'12x.125' Coat AGm1. ANGLE (6063 -78 ALLOY) 1 /4' • x 4 LAC 1 satEws to 72- as e WDWIDTH OF PLATE • WOOD STUD '" 0 24' a 6 AMR REQUIRED WALL MOUNTING INSTALLATION - SINGLE SPAN CONDITION ' T.S 2' x 4' WOOD STUDS 668126ED O CORNER (rir./t) 2' x 2' x .125' Cant Alum. TUBE (6063 -T6 ANDY) #14'x3 /4'S U. S1 06• a C. wit x 4• LONG TAO SCREWS ' O 6' a G W/ 7 1/2' 16n. PENETRATION 78 DIS1040 6005 STUD PLAN B (SECTION) INSIDE MOUNT J SCALE : 3/B• a 1' NPEA 1. RO7AUZAAOOtK ARE ONLY ww• FOR 8WL6M= KAH DESIGN Lacs 7• TO' 75.0 2. 4Vy0� DEW 45460 C0167RLC167M 5000 MEMBER TO BE STRIME N PDC Nn. 2 s•Eanc Decor 3 1 'WORM PL TTON OF � PRO 8000 MEMBER TO B< 1 T/2t's JUN 0 3 2.003 Mt • 1/4' I x 4' LONG , LAG swat • ea C. W/ 1 1/r 16n. 694EIR4TIN • 70 EXISTING WOOD 8810. A r x 4' STUDS J 1 14 x 3/4' S LL S e 6'a C. r. 4• WT0D STUD REQUIRED e CORNER 1 /4'/x 1'LONG LAG SCREWS a 6. 0. 6 W/ 1 1/2" Uln. PENETRATION TO MAYO 6000 STUA 1'Y3'oI,44'; Y 3"x8" Jle41•BOW" • COtff. BU • • PRODUCT HMV= • • •m ca:ti}S5$ with Ms Florida • • PLAN C (SECTION": • • BUILD —OUT ••• • • SCALE : 3/B' m 1' • • •• • ••• • L' -- ••• • reati • zattat Maori REVD . so amp$t:o ox3 3,y 47erk� ,:,•• ATe.:...y 9; • • • • '• •_1 ph!** • • • res. (H.V..H.Z.) 7 ritt1.8—DADE COLWA' IL ECOIN .\ flLUT 7101710N0 & 66011160•40 COMPANY amt x l�55- ∎ =1=11 '8'46 Sam IVA7.0 A 716, . , P. E FLORSM LTC / 44767 50mm SLATROIL —DP SHrftR • ROLLINGSHIELD. INC. 2500 ILO 745 AVENUE 1774764 46.0560 37122 • AS SHD1N • SCALE • • • 7••• • ■••• • - 7/5/02 DATE .n . -50 l0< 1 11r8 Aaas MIT 02 -535 664604T No 50 os-77 SHEET f1 OF 76 ■ T II ' 5700 STUDS , L) R i __�__�_\ PLAN A (SECTION) ' Om' ' ' WALL MOUNT 1 SCALE: 3 /B'- 1• / 11P tri A itirkii-L 1'12x.125' Coat AGm1. ANGLE (6063 -78 ALLOY) 1 /4' • x 4 LAC 1 satEws to 72- as e WDWIDTH OF PLATE • WOOD STUD '" 0 24' a 6 AMR REQUIRED WALL MOUNTING INSTALLATION - SINGLE SPAN CONDITION ' T.S 2' x 4' WOOD STUDS 668126ED O CORNER (rir./t) 2' x 2' x .125' Cant Alum. TUBE (6063 -T6 ANDY) #14'x3 /4'S U. S1 06• a C. wit x 4• LONG TAO SCREWS ' O 6' a G W/ 7 1/2' 16n. PENETRATION 78 DIS1040 6005 STUD PLAN B (SECTION) INSIDE MOUNT J SCALE : 3/B• a 1' NPEA 1. RO7AUZAAOOtK ARE ONLY ww• FOR 8WL6M= KAH DESIGN Lacs 7• TO' 75.0 2. 4Vy0� DEW 45460 C0167RLC167M 5000 MEMBER TO BE STRIME N PDC Nn. 2 s•Eanc Decor 3 1 'WORM PL TTON OF � PRO 8000 MEMBER TO B< 1 T/2t's JUN 0 3 2.003 Mt • 1/4' I x 4' LONG , LAG swat • ea C. W/ 1 1/r 16n. 694EIR4TIN • 70 EXISTING WOOD 8810. A r x 4' STUDS J 1 14 x 3/4' S LL S e 6'a C. r. 4• WT0D STUD REQUIRED e CORNER 1 /4'/x 1'LONG LAG SCREWS a 6. 0. 6 W/ 1 1/2" Uln. PENETRATION TO MAYO 6000 STUA 1'Y3'oI,44'; Y 3"x8" Jle41•BOW" • COtff. BU • • PRODUCT HMV= • • •m ca:ti}S5$ with Ms Florida • • PLAN C (SECTION": • • BUILD —OUT ••• • • SCALE : 3/B' m 1' • • •• • ••• • L' -- ••• • reati • zattat Maori REVD . so amp$t:o ox3 3,y 47erk� ,:,•• ATe.:...y 9; • • • • '• •_1 ph!** • • • res. (H.V..H.Z.) 7 ritt1.8—DADE COLWA' IL ECOIN .\ flLUT 7101710N0 & 66011160•40 COMPANY amt x l�55- ∎ =1=11 '8'46 Sam IVA7.0 A 716, . , P. E FLORSM LTC / 44767 50mm SLATROIL —DP SHrftR • ROLLINGSHIELD. INC. 2500 ILO 745 AVENUE 1774764 46.0560 37122 • AS SHD1N • SCALE • • • 7••• • ■••• • - 7/5/02 DATE .n . -50 l0< 1 11r8 Aaas MIT 02 -535 664604T No 50 os-77 SHEET f1 OF 76 SLAT PERFORMANCE CHART , MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT - MS( NEGATIVE PRESSURE VALUES As PER ASCE 7 -98) SLAT 7Y•£ Mme. DESIGN LOAD 5.Y' 02.s.4) MAXIMA.' SEAT SPAN LIIN/MUN SEPARATION 70 GLASS SINGLE & MULTIPLE UNIT • SINGLE & MULTIPLE GAIT •• SINGLE & MULTIPLE MR ••• 40.0 5-9' - .1 t /t6' J• 45.0 5 -6' , 3 1/76• J' 50.0 5'-4' , J 1/16' 3' 55.0 5 -2• , 3 or J• 60.0 5' -0• , 3 1/16' J' 65.0 4•-f0• , 3 1/76' J' 70.0 4 -9' , .3 I /16' 3' 75.0 4-8' , J 1/16• J' 80.0 4 -7' - 3 7/76' 3• 85.0 4' -6' - .3 1/16' J' 90.0 4' -5' - J 1/16' 3' 95.0 4'-4" - 3 t /16' Y 100.0 4L3' - J 1/16' 3' 105.0 4' -J' - 3 1/16' 3' 110.0 4' -2' • 3 1/16' J• 115.0 4 -1' • J I /16' 3' 720.0 J -11' . 3 1 /16' 2 5/6' 125.0 3'-11' • 3 or 2 5/8' 130.0 J -70- • J 1/76' 2 5/6' 135.0 J' -9' - J 1/16' 2 5/6' 140.0 .3-6' - 3 1/16' 2 5/8' 145.0 3-7° - 3 1/16' 2 5/8' 150.0 3'-6' • 3 1/16' 2 5/8' 155.0 3' -6' J 1/16' 2 5/8' 1600 3 -5' • J 1 /76' 2 5/8' 165.0 J =5' ' J 1/16' 2 5/6' 170.0 .7'-4' • 3 1/16' 2 5/8' 175.0 J'-J' ' 3 I /16' 2 5/8' 1600 3 -3' • 3 1/16' 2 5 /8' 785.0 J' -2' • 3 7/16' 2 5/6• 190.0 3' -2' ' 3 1/16' 2 5/8' 185.0 3' -1' . 3 1/16' 2 5/6' 200.0 3' -1' • J 7/16' 2 5/8' JUN 0 a 2003 C SINGLE SPAN D 0 0 n n ❑ C0 • 1� ❑ ❑ fr--L- C❑ MULTIPLE SPAN ' SPAN LAYOUT • SPANS I:NJ0 FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDWG MEASURED AT BOTTOM OF SHIFTIER. WORN SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL • BE MEASURED FROM BACK OF SLAT TO C LASS r •• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED FIRST 30=0• ELEVATION OF Li7ALD9N0 AND MAXIMUM SPAN RH 1 FOR 1Mn. SEPARATION TO CLASS FOR SPANS LESS DEAN THE Max. ALLOWED. ••• MINIMUM SEPARATION TO GLASS FOR SWISS INSTALLED ABOVE 30•0' ELEVAT1OA( OF 6UILO /NL9 MFA5URID AT 90770M OF SHUTTER. , TABLE 1: SLAT SPAN (ft) MIMMUM SEPARATON TD • 68' OR LESS 3 1/16' •• • ••• • NDZE : THE TOTAL SLAT DEFLECTION AFTER ADDING THE DEFLECTION OF THE HEADER AND /OR THE , •••• STORM BAR SHALL NOT EXCEED A MAXIMUM OF • • Y OR L/30 IN THE POSII7VE DIRECTION AND •••• A MAXIMUM OF 1./30 IN THE DE6A7TVE DLR£CTIOM i • • •• •• IL ECO INC. \ MLR 773'ONO & EmonaLmetea COMPANY "wr E.: 8- 0X9719 90U10 A I P. E 11.011/1 7L. 4 / 44167 50mm SLAT 7 •••• P34O11CT l067EWE77 44 Control DM,h18 • • POD ti p CSI •;-, i ._ _. • - G^ .-r: •' •x•03- • • • •• • • ••••s• xaa;,a • • 117^.ds:a • • • • • • • • • • • F.Bt. JH.V.H.Z.)' �f I-DADE Care* AS SJIDA • FkYLL -LP SHUTTER• • SCALE ROWNGSHIELD, INC. 2500 MK 748, AYEl9IE WA FLORIDA 33122 1101IS a6. 4OOPm. au m-n °�"1 • • 1 am n. s. warner .T 02 -535 09469.0 9.. SHEET 72 sr 78 • • • • • • ••• • STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) MAX SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS DESIGN LOAD 'W' (6.8J.) TIM 1 5/091818 2' r 7 r .188' • ME 2 NOM 81R 2' r J' r .125' 1qE 3 SIMI •w 2' x 4' x .125' 51091 5M SNOW • 51055 255 SMUG s75R11 21R SPACa• C 5-0' 3' TO 4' 4' TO 5' 5' TO 6' c 5-0' 3' 70 4' 4' TO 5' 5' 70 6' 6 3'-0• J' 70 4' 4' 70 5' 570 6' 40 6' -0' 5-0' 6' -0' 9' -0' B' -0• B' -0° r -7' 7' -J' f0•-0' 17-6' 8' -0' r-7' 45 7 -0' 6'-0' 5-0' 5'-11' 7 -0' 7-7 7-4' r-7 I0' -O' 9'-J' 8 -9' 7-4' 50 7 -0' 6' -0' 7-0' 5-9' 13'-0" r-7" 7-2' 6'-7' 8'-8" 5-0" 7 -6' 5-1' 55 6' -0' 7 -0• 5 -11' . 5'-6" 7-11' 7-5' 6' -71' 6-.r 9'-6' 8' -10' 8-4' 7-8' 69 7 -0' B' -0• 7-8' 5' -3' 7 -9' 7-3" 6 -7' 7 -2' 7 -J' 8' -7' 8 -1' 7' -5" 65 6' -7 8 -0" 5 •7" 5' -1' r -7" 7 -1' 6•4' 5-8' 8' -1' 8' -5' 7 -9' 7' -1' 70 6' -0' 5' -11' 5-4" 4' -11' 7 -6' 7-70' 8' -1' 5 -7' 5-11' 8 -J' 7 -6' 6' -10' 75 6' -0' 5 -9" 5 -2' 4' -9' 7 -4' 6 -7' 5-11' 5 -5" 8' -9' 8' -1' 7 -3" 6' -7' 80 7 -0' 5' -7' 7-0' 4' -7" 7 -3' 8 -5' 5 -9' 5'-J' 8' -7" 7-70' 7 -0' 6' -5" 85 6' -0' 5' -5' 4 -I0' 4 -5' 7' -1' 5-7 5 -6' 5' -1' 7 -6' 7 -7" 7 -9' 6 -2' gg 5' -77' 5-3' 4' -9' 4' -4' 6' -11' 6'-7 5 -5" 4' -11' 5-4' 7-5' 6' -? 5-0' 95 5' -f0' 5' -2' 4' -Y 4' -2' 8 -9' 5' -10' 5' -3' 4' -9" 8'73' 7-2' 5 -5' 5-10' 100 5' -8' 5' -0' 4 -6' 4' -1' 6' -7- 5 -8' 5' -1' 7-8' 5-1' 7 -0" 9' -3' 7-9' 5-7 105 5-B' 4' -71' 4 -4' 4' -0' 6' -5' 5-7 5 -0' 4' -7' 7 -71' 8 -10' 6' -2' 110 5' -6' 7 -9' 4' -3' 7-11' 8' -Y 5' -5' 4' -10' 4'-5' 7-8' 6 -7 6'-7 7 -5' 115 5-5' 4'-8" 4 -3' J' -IO• 6 -2' 5'-4' 4' -9' 4'-4' 7-8' 6-8' 5• -10' 5-4' 120 5' -3' 4' -7' 4' -1' 7 -9' 6'-0' 5 -3' 4'-8 7 -3' 7-5' 7-5' 5-9' 5' -3' 125 5'-2' 4'-6' 4 -0° 7-8' 5' -I1• 5-1' 4' -7' 4' -2' 7 -3' 6 -7 5 -i 5 -1' 130 5' -7' 4' -5' 3' -11' 7 -7' 7 -g• 5' -0• 4' -6' 4 -1' 7 -1' 6 -2" 5'-6' 5-0" 135 5-0` 4'-4' .r-10' 7-6' 5'-8• 4' -17' 4' -5' 4' -7 6' -11" 6'-0" 5 -5' 4 -11' 140 4' -II' 4•-3' 3 -9" 3' -5' 5' -7 4' -70' 7-4' J' -1l' 7 -10' 5 -71' 5' -7 4' -10' 145 4' - 10' 4' -2' 7 -9' 3' -5' 5' -6• 4' -8" 4' -3' , 7-10' 6' -8" 5 -10' 5' -2" 4' -9" 150 4' -8' 4' -1' .7-8" 7-4' 5' -7 4'-7 4' -2" 3-10' 6' -7' 9•9' 5 -1` 4'-8" 4 -7 155 4' -8' 4' -0' -7-7" 7-3' 5' -4' 4' -7 4' -1' J' -9' B-6' 5' -7' 5-0` 160 4' -7' 3' -1►' 7-6' 3•-J• 7 -3• 4' -6" 7 -0' 7-8' 6' -5' 5' -6" .4 -11' 4'-8' 165 4' -6' 3' -11' 3 -6' 7-2' 5' -2' 4 -5' 4' -0' 7-8' 6' -3' 5 -5" 4 -70' 4' -5" 170 4' -5" 7 -10" 7 -5" .7-e 5•-?• 4' -5' 3 -11' 3 -7' 6'-2' 5' -4" 4 -10' 4' -5" 175 7 -4' 3' -9' 3'-5` 3 -1" 7 -0' 7-4' 3' -10' J -6' 6' -1' 5 -7" 4 -9• 4'-4' 180 7 -4' 3' -8' 7-4' 3' -1' 4' -11' 4 -7 3' -10" .7 -6' 6' -0" 5-3" 4-8" 4' -3' 185 4' -3' 3'-8' .7-4' 3' -0' 4' -70' 7-2' 7 -9' 7 -5' 5' -11" 5 -2' 4' -7 4' -2' 190 4' -2" 3'-8' .7 -3' 7-0' 4' -9" 4' -2' .7 -9' 3-5' 5 -10' 5' -I' 4• -6' 4' -2' 195 4'-2" 7-7' 3 -2' 2' -11' 4' -9' 4' -1' 7 -8' 3'-4' 5' -9' 5 -8' 4 -6' 4-1' 200 4' -1' 7-6" 3' -2" 2' -??' 4' -8' 4'-0' 3' -7" .7-4° 5' -9' 4' -11' 4 -5' 4'-0" • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. • • • • • •• • • • • in •••• 1t °iM A mrn iipEr^7 avED _ 1'.. ^..,,, e 2 7ori, 4r���' •••• • •!. —.. • • • 1r 6. ldaci Coatr�l •••• Briars • • • •• •• •• • • • • • • • • F4C. • 50mm SLAT'I�QCL • Mud Dr?. 44:11C,21/aJG DWIaMa • • •• • •• • • • • •••• ••• (liV.MZ.J f•M1fjlly! D40E COYNTY P slier-tiff AS S •• • • • ••• IL EC0INC.\ 1FSNN0 • 6NS2M221210 COMPANY ere rr .ma,� 111- avmaa A Sa" r. � (»mo-1�.'r7 .�aa)en -tan ax • � l JUN 0 3 7_003 WALTER A Tag dr., P. E ROLLINGSHIELD, INC. 2500 ME 742 AVENUE WA ADMEN 37122 •• 11/5/02 OK DOCIVUON •O 2-11 02 -535 ORA•NO No I- SK137 13 or 18 •• • • •• • • STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING 'W (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'L' FOR A GIVEN TYPE OF STORM BAR AND STORM 9AR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) MAJL SPAN FOR STORM BARS W /REGULAR CONCRETE ANCHORS MAXIMUM AXIMU! LOAD 'W' (p.8.0 /1PE 4 S18fl7 84V 2' r 4' r .250' ME 5 570281 078 (2) 2' x 3' x .725' 11778 8 808.0 BAR (2) 2' r 4' r .250' 5700.1 BU! &VF W' . 57006 BAR sway 57091 04R SPACe- • 3' -0' 3' 70 4' 4' 70 5' 5' TO 6' t 3'-0• 3' 70 4' 4' 70 5' 5' ID B' 4' 3'-O' 3' 70 4' 4' 7D 5' 5' 10 6' 40 11=10' 11'-0' 10=5" 9' -11' 10'-3' 9'-6' 9' -0' 6 -7' 1•' -1` 13' -1' 12' -5' 11' -IO' 45 11' -B' 10'-8' 10=1' 9' -8' 9' -11' 9' -3' 8' -9' 8'-4' I3-8' 12' -9' 12=0' 11' -5' 50 1I' -2' 10' -5' 9 =10' 9' -5' 9'-8' 9'-0' 8 -7' 8=1' 13=4` 12' -5' 11=-9' 11' -?' 55 10=11' 70 -2' 9'-7' 9 -2' 9=5' 8' -9' 8-4' 7-11' 13' -0' 12'-1' 11'-5' 10=11' 60 10'-8" 10 -0" 9 -5' 9 -0" 9'-3' 8' -T 8-1* 7-9' 12' -9' 11= le 17 =2' 10=8" 65 10 -8' 9' -9' 9 -3' 8 -10' 9' -1" 8 =5' 8' -0' 7.-7' 12 -6" 11'-7` 11'-0` 10' -6' 70 10'-4' 9'-7' 9' -7' 8 -8' 8' -11' 8 =3' 7-10' 7=6' 12=3' 177-5' 18 -9' 10' -4' 75 10'-1' 9 -5' 8 -11' 8=6' 8=9' 8' -1' 2.-8 7-4' 12=0' 11' -2` 10=7' 10' -1' 80 9' -11' 9 -3' 8'-9' 8'-4' 8 -7' 8' -0' r -7' 7-3' 17' -10' 1!'-0' 10'5' 9' -11` 85 9' -10' 9' -2' 8=8' 8 =3' 8 -5' 7' -10' 7%-5' 7=1" 11'-8` 10' -10' 10=3` 9' -10` 90 9-8' 9'-0` 8 -6' 8=0. 8 -4' 7' -9" r-4' -8 -71' 11' -6" 10'-8• f0 -7` 9'-8 95 9-6• 9' -10' 8 -5• 7' -9' 8' -3' 7-8' r -3' 8-9' 11'-4' 10 -7' 10' -0' 9' -6' 100 9 -5' 8 -8' 8 -3' 7.-7' 8' -1' 7 -7 7' -2' 8 -7' 11 -2' 10 -5' 9' -10' 9' -5' 105 9'-4• 8-8' 8•-1' r -5• 8' -0' 7• -6' 7' -1' 8 -5' 11' -1` 10'-4" 9' -9" 9'-4' 110 9 -2' 8 -7' r -v' 7'-3" r -11' 7-5' 6 -17' 6' -3" 10' -r1'. 18 -2' 9' -7" 9' -Y 115 9 -f' 8' -6' 7 -9' 7"-1' 7' -10' 7'-4' 6' -9' 6' -2' 70 -10' 10 -!' 9' -6` 9' -1' 120 8-0' 8'-4' 7.-7` 6'-11' 7-9' 7' -3' 6-7' 8 -0' 10'-8" 9'-t/' 9' -5" 9' -0' 125 8=11' 8' -3' 7- -5' 6' -9' 7 -8" 7' -2' 8' -6' 5' -11" 10' -7' 9' -10` 9'-4' 8' -11" 130 8' -10' 8' -2' 7-3' 6-8' 7' -7' 7' -1" 6' -4' 5-9' 10' -8' 9' -9" 9 -3• 8' -10' 135 8 -9' 8' -0' 7-2' 6 -6' 7-6' 8' -11' 6' -3' 5-8' 10 -5" 9'-8' 9'-,2` 8' -9' 740 8'-8" 7*-11' r -0' 6 -5' 7' -B' 6' -!0' 6' -!• 5 -7' 10'-4' 9' -7' 8' - ?' 8'-8' 145 8' -7' r -e' 6 -1I" 6 -3' 7' -5' 6' -8' 6'-0' 5' -6' 70' -2" 9' -6' 9'-O• 8' -7" 150 8 -6' 7' -7' 6 -9' 6' -2" 7' -4' 6' -7' 5 -11' 5 -5' • 10'-1' 8' -5' 8' -1!' 8' -6" 155 8' -S' 7 -5' 6 -8` 6' -1` 7'-3' 6' -0• 5' -10' 5'-4' 10'-0" 9-4' 8' -I0' 8 -S" 150 8'-4` 7'-4" 6 -7' 6' -0` 7' -3' 6' -5' 5-9' 5 -3" 8' -11' 9' -3` 8' -9' 8'-4' 165 8'-4' 7-3' 6' -5' 5 -11' 7' -2' 8'-J' S -7' 5' -2` 9'-11- 9' -2` 8'-8' 8'-4' 170 8 -3' 7' -1' 6'-4' 5' -10' 7' -1' e-2" 5' -0" 5 -!' 9' -f0' 9' -2' 8"-8' 8' -J' 175 8' -1' 7'-0' 8 -3' 5' •9° 7' -1' 6' -1' 5 -5' 5' -0' 9' -9' 9' -I" 8' -7" 8' - ?' 180 8' -0' 6' -11' 6' -2` 5' -8' 6' -11' 6' -0' 5'-5' 4' -11" 9' -Er 9'-!)' 8' -6- 6' -1' 185 7=1 0" 8' -10' 6' -1' 5' -7` 6' -10' 5' -1 !' 5'..4. 4' -10" 9 -7' 8' -11' 8' -5° 8' -0' 190 7 -9' 6' -9' 6-0' 5 -8' 6' -9' 5 -10' S -3' 4 -8' 9' -6' 8' -11' 8 -5' 7' -1I' 195 7'-8' 6'-8' 5 -1!" 5' -5' 6' -8' 5' -8' 5 -2' 4' -9' 9 -6' 8' -10' 8'-4' 7-9' 200 7' -7' 6' -7' 5' -10' 5-4' 6' -7' 5' -9' 5-1' 4'-8` 9' -5 8 -8' e'-3 7-8' • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHAM NOT BE EXCEEDED. IL EcOIMC.` 10!72 1FS77N0 • 5103111115010 COMPANY 0471 ri.ee.8. Rf - R " rAOe. , l�*lor -Ian. titan ER- 000918 MOT 9U1� ry 2fl� "ei � Lts :re.? 9RODWI IIII 7EWED es ceexptyx8 irkli7ha Flo,Ida • ••• • • Deb ellIte! • • • • Aaiag7, -ra 71. • 0 . 06 • • • • Mrile &U E1' 11NiE • V_'— • redact Control • P1dtMMa 0001 • IPROMISM▪ EWIE▪ S � • • Ea,��,•,r 24 •.• •• •• Miami ak:E. r..41,.;_i C,:.:.v1 • • • O7>EO',o • • •••• •• • F▪ .�G (HLY.HZ)•4Ai'A•II • —DA0E CAlM7 50mm SLAP R 77L+UP Shei11 "F•R • • 49 sE sx ov • • 77/9/42 ROLLINGSHIELD, INC. DAM ••••• • 2501 86 7477, AVENUE mg FLORIDA 0022 02 -535 an r aoormr 11 1 a,7, r. NMI= 1 aar DRAWN No • • • •• • • •• • • • • • • • • •2 • • ••• • ••• • 2514 -71 $t#grorl , SN[a1 r4 OF 15 STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'L' FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) MAE SPAN FOR STORM BARS W/SPRINO— LOADED SYSTEM DESIGN L0.40 14' (p.8.0 111E 1 570141 SIR 2'x 2'x .188' MC 2 910511 65 2'x 2'x .125' 111,6 .1 571262 EAR 2' x 4'x .125' NORM 12W SRCAO MER I &R SPM60a • 91261 OAR 2PMXG t 3' -O' 3' 10 4' 4 3' -0• 3' 10 4' t 3'-0' .T' TO 4' 40 4' -5• 3'-4' 8'-0• 6--0' 15'-0' r -o' 45 3' -1r 3' -0' 7-r S•-4' 8' -2' 5.-11' 50 3'r 2-8' 6L5' 4' -10' 8' -3' 6' -2' 55 3' -3' 6-5' 5.-to- 4'-4' 7-6' 5'-B' 60 r0' 2 -3' 5' -4' 4' -5• 6 -11' 5' -2' 65 2 -9' 2' -7' 4-11• 3'-8' 6'-4' 4 -6' 70 2 -6' 1' -11' 4 -r 3-5' 5' -71' 4' -5' 75 2 -4' 1' -9' 4'-J' 3-2' 5' -6' 4' -1' • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING 'W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'L' FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) MAX. SPAN FOR STORM BARS W/SPRING —LOADED SYSTEM MAXIMUM LOAD IV" (p.a.f) DM 4 57041 618 2' x 4' r .250' WE 5 59081128 (2) 2' x 3 x .125' ME 6 5(12111 aW (2) 2' x 4' x . 50' 958E OAR 50150 5706/ OW SWING • 570 6 575 SHLAU0 S J'-0' 3' TO 4' ` 3' -0' J' TO 4' 4 3-0' J' 10 4' 40 16-4' 7L9' 10' -J' 9'-6' 14' -1' 12' -1' 45 9•-2' 6-91' 6' -11' 6 -11' 1.7'-8' 16-8' 50 8' -3' 6' 2' 6-8' B'-0' 12'-70' D -6' 55 7-6' 5'-8' 9' -5• T -3' 11'-8' 8' -9' 6D 6' -11' 6-2' 8' -f7' B'-8' 10•8' 8' -0' 65 6' -4' 4' -9' B' -2' 6 -2' 8' -11' T -5' 70 5-11' 4 =5' 7-7' 5-9• 9' -2' 6 -11' 75 5 -B' 4' -1' r -1' 5 -4' 8' -r 6=5' • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. • • • • • •• • PRODUCT RENEWED oa w^;: ::iq+r.i. the Merida kr,. brit;: -OS 2.01' yy : • sli7^'rr 1adALt Co.6d Divldm•••• •••• • PRODUCT REVISED •••• 11 • s'''ilo • ▪ ,•41 Try • • • • • • • A:ivuB R44.:a rS.:I DFv6+� • • • • • rot (MVJLJ/ t32- OADE COUNTY IL EC O IN6. ^y 10t0' 7P1PRA8.Y,,0 It 6V 955 CO/NAM/' MUT JUN 5. 5. 2003 R5AAA °iHPP. E 50mm SLAT: ROIL: UP SH&Tn' _ • ■ • . • ROWNGSHIELD. INC. • • 2525 5.6E 74th .97251 E MIA" IIIXe01 37122 11/5/02 1211E aRa. max,' 50"-92 02 -535 ORAWN° Na SMUT 14141 16 HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING 'W (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'L' FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) MAXIMUU DESIGN LOAD W (p.s.k TYPE 1 HEADER 2" x 3' X .125' TYPE 2 HEADER 2' x 4' X .125' TYPE 3 HEADER 2" x 4" X .250" MOM BAR 4510.T 91020 BAR NIGHT STORM BUR HEIGHT S 5-0' 5' TO 7' 4 5 -0" 5' 1O 8' ` 6' -0' 6' TO 8' 8' TO 10 10' TO 12' 12' TO 14' 40.0 11-4' 9'-B` 13' -6' 11' -2' 74'-11- 73' -10' 13' -i' 12 -2' 11=3` 45.0 10 -8' 9' -1" 7J =1" f0' -e' 14' -5' 1J' -5' 12' -6' 11'-5" f0' -r 50.0 1O' -3' 8'-8' 12' -7' 10 -0' 14' -I' 1J' -1' 17' -11' i0 -10' 10.-t- 55.0 9 -9' 8' -3' 12' -0' 8' -6' 1J -9" 12-8' 1r-4" 10'-4' 9' -7- 60.0 9'-4' 7-11' it -6" 8' -7' 1J' -5' 72' -2" 10 -10' 8' -1I" 5 -7' 65.0 8' -71' r -7" 11' -l' 8' -9" 13-2' 11'-8 10' -5' 9'-6' 8' -1D' 70.0 8'-8" 7.-4' 10'-B' 8' -5' 12 -17' 11'-X' 70 -7" 5' -11' 5 -5' 75.0 8'-4" 7'-1' 10' -J' 8' -2' 12' -6' l0' -10' 9 -9' 8' -10' 8' -J• B0.0 8 -1' 6' -10' 10' -0' 7.-10" 12 -2' 10' -6' 9 -5' B' -7" r -11" 85.0 7' -70' 6' -7' 9 -8" 7' -8' 11' -8' 70 -2" 8 -1" 8'-4' 7' -9' 90.D 7'-7' 6 -5' 9' -5' r -5' 11 -5' 9' -11' 8' -10' B -i' r -6' 95.0 r -5' 6 -J' 9 -2' 7-3' 71.-2- 8' -0' 8-6' 7 -11' 7'-4' 100.0 7-J' 6' -1' 8' -11' 7-i' 10 -70' 9' -5' 8 -5' 7'-8' 7* l' 105.0 7-1' 6' -0' 8' -B' 8 -10' 10' -7" 9' -?' 8 -3' 7"-6' 6 -11" 110.0 6-11' 5' -10' 8' -8 8 -8 10'-4' 9'-0' B-0' 7'-4' 6'_9' 175.0 8 •9' 5'-8" 8-4' 6' -7' 10' -?' 8' -9' r -lO' r - ?' 6'-8' 120.0 6' -r 5 -7' 8 -2' 6' -5' 9' -11' 8-7' r-8' r -O' 8'-5' 725.0 8' -6'• 5'-5" 8' -0" 6 -4' 9'-8 8-5' 7.-8 8' -10' 6-4' 130.0 6' -4' 5'-4' 7-10' B -?' 9' -6' 8' -3' 7.-5' 6' -8• 6 -3' 135.0 8' -3' 5' -3' 7'_8' B_1. 8' -0' 8'_}' 7'_J' 6' -7- 6 -1' Wa7NUM 0ES/GN LOAD W (p.sl., TYPE 1 HEADER 2' x X' X .125' TYPE 2 HEWER 2' x 4' X .125' ME J HEADER 2" x 4' X .250' STORM BAR '81r STAR/ EAR 817017 SIORU BAR WIGHT t 5' -0' 5' 10 7' 6 5' -0' 5' 70 8' t 6'-0' 6' TO 8' 8' TO 10' 10' 70 12' 12' 70 14' 140.0 8 -1" 5 -2' 7'-6' 5 -11' 9' - ?' 7.-17' 7 =1' 6 -6' 4.-o- 145.0 8 -0' 5-1" 7.-5' 5' -70" 8 -0' 7.-10' 7' -0' 8' -5' 5' -11' 150.0 5 -11' 5' -0' r -J' 5 -9' 8' -10' r-B' B -10' 6' -Y 5 -70' 155.0 5' -10' 4' -11' 7'-2' 5 •8' 8 -9' 7-7' 6 -8' 8' -2' . 5 -9' 180.0 5' -9' 4' -10' 7' -7' s' -7' 8 -7' r -5' 6 -8' B' -7' 5 -7' 785.0 5 -7' 4'-8 6' -1 i" 5' -6' 8' -5' 7.-4' B -7' B'-0' 5' -6' 770.0 5'-6' 4' -8' 6' -10' S' -5 8-4' 7-J' 6 -5' 5' -11' 5 -5' 175.0 5._6. 4.-r 6' -8' 5'-4' 8' -3' 7'-7" 6 -4' 5 -10' 5'-4' 780.0 5' -5 4' -7' 6'-B' 5'-3' 8 -1' 7-0' 6' -J' 5' -9' 5'-4' 185.0 5'-4" 4 -6' 6' -7" 5' -Z' 8 -0' 6 -i1' 6 =2' 5'-8 5 -J' 190.0 5 -3' 4' -5' 6' -8' 5 -1' 7.-11' 6' -10' B -1' 5' -7' 5 -2" 195.0 5' -2' 4'-4" 6' -5' 5-1' 7=-9' 6'-9' 5-0' 5' -6' 5 -1' 200.0 5 -1' 4-4' 6 -4' 5'-0' r-8' 6-8' 5-11' 5' -5' 5.-0" • • • • • •• • • •••• • • •••• • •. • • • •••• • PRUD11O!'O5.V70ZD NA00s]CT RENEWi'% es masro?1:F S+7arWyt F76ridx • 6r*.' '•••••• 9, 1710:. • • l3cata= �ea4IMPCi21m1 1775C01801 0111 a0. • / _ IL EC O INC. yrumaun SUM JUN 032001 EB- 0008719 8U7ER A 1016 A. P. E R8RID4 Ole / 44167 s • • • •••i•• • • 9••4• • • • •• • F.B.t. (MV.1L7f' IPl4 -DADE maw • 50mm SLA R04.t.UP SHUTTER 'L' • ' • .•• • SCAL. • I ROLLINGSHIELD. INC. • • DATE 2580 N.W. 749 807916 MINN fLOR1GI 31122 •• ESx 00 80 +o. 189 02 -535 DRAWING No Na a2-1+ !INN,1 MEET 75 OF 18 MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING 'W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'INFO FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (n.). (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) MAXIMUM DESIGN LOAD TYPE 1 MULLION Y r e • .12r TYPE 2 MULLION 4.1 4.7 25D' TYPE 3 MULLEIN 4' r 6' i 250' NULLItY SPACING 1701104 MN= MAXIM SPACING 4 -0' 4' TO 5' 5' 70 8' 6' 10 8' 4-0' 4' 70 5' 5' TO 6' 8' TO 8' 4. 4' -0' 4' 70 8' 5' TO 8' B' 10 B' 8' 10 10'10' TO 12 40.0 9• -8• 8'-1' 7'-10- 9 -2- 1t' -8• m =11 f0' -r t0'-r 78 -4• l5 -2- 14-Y" 14'-10 13=10 ?3'-0- 45.0 8'-6• 8 -0- 7-7' 7' -10' 11.-r 10=6• 9 -10- 10-r ls'-8- 74' -7" 13' -9- 74'-4• it -3' 12' -8' 50.0 8-4' 7' -9• 7-5' 7 -7• 10=11. 10 -1' 9' -6• 9=11• 15-2• 14•-0' 13' -r 13-10 12' -10 12' -1- 55.0 8-1' 7-6' r -Y 7-4' 10=7' 8=10' 8 -3• 9' -7" 14'-8• ir-8' 72-10' 73 -5' 12-5• 1r-8' 60.0 2.-10' 7-3- 6• -10' r -r 10' -3• 9'-6' 8 -I1' 9'-4' 14' -3• 1r-.7" 72' -5' 13 -0• 12 -1• tt'-4' 65.0 7- -6- 7-1' 6' -8' 7-0' 10-0' 9 -3' 8 -9' 9• -1' 13-11 ' it -II' 72.2' 12-8' 11• -10 11-7' 70.0 ' 7-5' 6' -11' 6' -6' 6' -l0• 9 -9• 9'-0• B-6' 6• -1o' 73 -7' 12 -r 11' -10' 12-4• 1I =5' 10' -9- 750 7' -J' 6 -9• 6' -4• 6'-8• 9' -6' 8' -10• 8 -4- B• -8- 13 -3• I2-3' it -r 12 -1' l7• -2- 10 -6' 60.0 7-2- 6 -7' 6 -r 6' -5' 9-4' 8• -8' 8'-2" 8-6' 12' -!1' 72-0- 17-4' I1 -lO 11 -0- 10 -4• 85.0 7-0' 6 -6' 6' -1' 6'-4' 9 -2• 8' -6• 8' -O' 8•-4• 12' -8- 11.-r 1 r -t • 11 -r 10• -9' 70 -1 90.0 6' -IO' 6' -4- 6'-0' 6 -3- 8' -t!• 8'-4• r to- 8' -2' 12 -5' 11 -r 10' -tt, 11-4' 10' -8• 9 -11' 95.0 6' -9' 6 -3- 5 -11' 6-2' 8' -10' 8' -2' 7-8' 5' -' r2' -r sr-r io'-a• 1 r -2• i0' -4• 9 -r 100.0 6' -7" 6 -2' 5' -9' 6'-O' 8-8• 8 -0• 7=7' 7-11' 12'-0' 1l -2' 70' -6' 11' -0• 10' -2' 9 0-7' 105.0 6' -6' 6 -1' 5• -8' 5' -1I' 8•-6' 7' -11' 7'-5' r -8' 11' -t0' 11=0" 10'-4' 10'-8' - - 110.0 6' -5' 5' -11' 6'-7' 5'-10' 8'-5' 7' -9' 7'-4' r -8' 11' -8• 10' -f0' 10' -r 10' -7' - - 115.0 6' -4' 5'-10' 5'-5' 5'-9- 6'-3' 7'-6' r -r 7' -6' 11' -6' l0'-8' 10'-0' l0' -8• - - 720.0 6' -r 5' -9' 5' -5' 5'-8' 8' -2' 7' -7' 7-1' 7-5' I1' -4' 70'-6' 9' -11' 10'-4' - - 125.0 6' -2' 5-8' 5 -4' 5' -r 8' -0' 7' -5' 7-0' r -4' I1' -?' 10'-4' 8' -9' 10' -2' - - 130.0 6' -1' 5'-8' 5 -4• 5'-6' 7 -11' 7'-4' 6' -11' 7-3• 71'-0- 70' -3- 8-8• 10 •0• - - 735.0 6'-0' 5' -7' 5' -3' 5• -5' r -10• 7' -3• 6= to- 7-2' fO -lf• to -7• 9 -6• 9' -.11' - - 140.0 5' -11' 5 -6' 5' -2' 5' -5' r -9' 7 "2' 6' -9' r -1' 10 -9' 10-0' 9' -5' 9' -10' - - 145.0 5 -10' 5' -5' 5 -1' 5'-4' 7 -8' 7• -1• 6 -8' 7'-0' 10'-8' •' -10• 8 -3' 9' -8' - - 15LL0 5' -8' 5'-4• 5 -1' 5=3" r -r r-0- 6-7" 6 -11' 10' -6- 9'-9• 9 -2' 9' -7' - - 1550 5 -9' 5' -4' 5'-0' 5' -3' 7-6• 6' -11' 6' -6• 6-70- I0 -5' 9'-8' 9' -t' 5',5' - - 160.0 5' -B' 5 -3' 4' -11' 5' -2' 7-5' 6' -10- 6-5' 6' -9' 10• -3' 9 -7' 8' -0• 9*-4' - - 165.0 5 -7• 5' -2' 4 -11' 5' -1' 7' -4' 6' -10' 6' -5' 6'-8' 10' 2' 9 -5' 8 -71' 8' -3 - - 170.0 5' -7' 5' -2' 4' -10' 5' -1' 7-3' 6' -8• 6'-4' 6-7' 10' -1' 9'-4' 8' -f0• 9' -2' - - 175.0 5 -6' 5 -4' 4 -10' 5'-0' 7' - ?' 6' -8' 6' -r 6-6• 70'-0• 9' -3' 8 -90 9' -1• - - 180.0 5' -5' 5' -1' 4 -8' 5 -0' 7 -1' 6' -7' 6' -3' 6 -6' 9 -11' 9' 2' 8 -8' 9'-0' - - 785.0 5' -5' 5 -0' 4 -8' 4' -11' 7 -1' 6 -6' 6 -2' 6' -5- 9' -10' 6-1' 8 -7' 8 -11' - - 790.0 5' -4" 5 -0' 4' -5' 4 -10' 7' -0• 6 -6' 6' -1' 6' -4' 9' -9' 9' -0' 5' -6' 8-10' - - 195.0 5' -4' 4 -11 4' -8' 4 -10' 6' -!1' 6' -5' 6 -1' 6' -4' 9' -6' 8' -I1' 8' -5' 8 -9' - - 200.0 5' -3' 4' -1 f' 4' -7' 4 -8' 6' -10' 6'-4' 6' -0' 6' -r 8' -7' 8' -f0' 8'-4' 9 -8' - - JUN 0 g 2033 .7 : REFER TO ELEVATIONS ON SHEET t OF 16 1 -. FOR AIIRIIONS INSTAN FD W/O SR=RA1 ?7455 MULLION SPACING SHALL BE SUCH THAT MAMMA SLIT SPAN SHALL NOT BE EXCEEDED 2- FOR MULLIONS INSTALLED W/ STORM SIRS & HEAOE8$ A) MULLION 5'AL9NG SHALL 8E 57100 THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED B) 51DR1 BAR SPACING SHALL 8E SUCH THAT MAXIMUM SLAT SPAN SHALL NOT 8E =Wee • • • • • •• • • •••• • •• • • • •••• • 08.058 RENEWED• • • • to r,:- •, 02:4 2 ;./57 %7L'119,ttlo.Im • 1 - .. '5 • • "• • • ••••11x:,:: '•.4' .\\._^ O. Ea v CM &5.57? 74,J • • • •••• ••• • F.9.e. (FLIY.ILZ•1 / MLAM•.ADE C0(jNTY .__• S/511Y•• 50mm SLAT: RObLi elJP SHNIER A4 • csm • • • 17/5/02 ROLLINGSHIELD. INC. •• DATE 2500 NIC 7418 AYOAIE tam7. FLORIDA x122 •••• •••• • •••• • ••• • •- • • ••• ••• / IL EC O INC. \ TWIT 1FSTIMO t ANOPA5F50 05.15M212 ass f.° 1" -705- =3=4 snn 18- 5000715 - WALTER A. MLR . P. E PUMA 116 1 44107 mamma m X12 I1 .m. COW= f OM 02 -535 0745918 No •• • •• • • • • • • SHEEP 10 OF 76 •• • • •• • • ••• • Mai A M 4GADE • • ... • • • • • • • •. • • • • • • • • • • • • • • • • • • •.. • • BUILDING CODE COMPLIANCE OFFICE 4BCCC1) PRODUCT CONTROL DIVISION • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) • • .•• • .. • • • • • • • • • .•• • • ••. • • • • • • • • • • • • • • • • • • • • MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Florida Storm Panels, Inc. 14475 N. W. 26th Avenue Opa Locka, Florida 33054 .. • • • .. ... •• • • • • • • . • • • • • • • • • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,. or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 *. ;#`HADES • • ••• •• •• • • • • • • • • • • • • • • • • • ••• • • • •••.• ••• • • • ••• • •• • • • • • • • • • • ••• • • • ••• • •. • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • •. • • •• ••O ••• • • •• • • • •• -••• ••• • • • • • • • -• • • • • • • • • • S UTTERPRODTJCT APPROVAL AUT ORIzATJoN dr [ • • • •.• •• Date: Mr. Builder Official: Gentlemen: i geMEVEll SEP 12 20011 BY: • We are Dade County Notice of Acceptance Holder for 50zum slat ROLL-UP SHUTTER under Acceptance No. 04- 0512.06. This letter is to authorize ...j e5-0-'614-62-- to use our 50mm SLAT • ROLL -UP SHUTTER, approved under AcceptanceNo. 04- 0512.06 to be used at the following job :. • ' Job Name: GyS� Address: City: so 4 / . 6 " / A • / 0 / --.... ),5".1TA, zip 33/ 3 • / Number of shutters: Silvio :6i1. ' �'� l7-(e7 Tose A. Delgado President Vice- President • (corporate seal required.) (corporate seal required) 300 N:W. i4th'Avenue lami., Florida 33122 )5-436 -6661 35- 436 -5523 (Fax) Florida Storm Panels • 0 ••• • •• •• • • • • • • • • • • •••.,• • • • • • • • •00 • • ••• ••• • • • 0 ••9 •0 •• • • 0 • • • • • • • 0 • • • ••• 14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) 685 -9990 • (3.0.5).6.85-9000 • FAX ,(305) 685 -7511 • •• • • : • • • r•• SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under renewal number 02- 0826.06. (Previous number 02- 0531.05) This letter authorizes .- to use our M60 Aluminum Panels under number 02 -0826.06 to bused at the following job: --,- 5 "9 Sincerely, Victor V. Cruz Enrique Redilla President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• ••• • • • • • • • • • N1IAMI.DADE e9UNTy, FLORIDA ' M TTRO -j7ADE jrI4GL.R BUILDING :14Q;VEST TJ.A3 LER Stalk SUITE 1603 ' MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 •• • • • •• ••• •• NOTICE OF ACCEPTANCE OA • Rollingshield, Inc. 2500 NW 74th Ave. Miami, FL 33122 •• • • •• • • • • • .•• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this, product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code Including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum 50mm Roll-Up Shutter APPROVAL DOCUMENT: Drawing No. 02 -535, titled "50mm Slat Roll-Up Shutters ", prepared by Tilteco, Inc. dated 11/05/02, with last revision on 11/05/02, sheets 1 through 16 of 16 including 3A, 5A & 14A bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer �r its distributors and shall be available for inspection at the job site at the request of the Building Official. This Association NOA renews NOA # 03- 0116.08 and consists of this page 1, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Can :�� ont, P.E. d7 1 NOA No 04 -0512.06 Expiration Date: June 7, 2009 Approval Date: July 15, 2004 Page 1 Rollingshield. Inc. NOTICE OF ACCEPTANCE: • • •.• • •• •• • • • • • • • • • • • • ■•■ • • • • • • • ••• • • • .•• • ■■ • • ■ • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • •• EVIIi'EW E MGP • • • • •• • • • • • • • • • • • ■ • • • • A. DRAWING .. • • • • • • • • • • 1. Drawing No. 02 -535, "50mm Slat Roll -Up Shutter, heets:1 .;hreugh $6 incldcjing 3A 5A & 14A of 16, prepared by Tilteco, Inc., dated 1 I05 /0'4t,;vitt 1gstretiesion cyt 11/05/02, signed and sealed by W. A. Tillit Jr. Pr • B. TEST 1. Test report on Uniform Static Air Pressure Test per PA 202, Large Missile Impact Test per PA 201 & Cyclic Wind Pressure Test per PA 203 of Series CD50, of Aluminum Roll Up Shutters, prepared by Fenestration Testing Laboratory, Inc., Report No. 2512 dated 01/13/2000, signed and sealed by A. P. Gonzalez, PE. 2. Test report on Large Missile Impact Test per PA 201, of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No. 2642, dated 07/25/2000, signed and sealed by A. P. Gonzalez, PE. 3. Test report on Simple Loading Test, of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No 3013, dated 03/13/2001, signed and sealed by A. Acevedo, PE. 4. Test report on Impact Test per ASTM D 256, Flexural Test per ASTM D790 & Tensile Test per ASTM D638 of plastic sample, Report No. CTL 0410G, dated 04/04 &09/2001 signed and sealed by R. Patel PE. 5. Test report on Impact Test per PA 201 & Uniform Static Air Pressure Test per PA 202 of Series CD50 Aluminum Roll-Up Shutters prepared by Fenestration Testing Laboratory, Inc; Report No. 2514, 2605 & 2671, dated 01/13/00, 04/04/00 & 06/05/00, signed and sealed by A. P. Gonzalez, PE. C. CALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 01/18/00, pages 1 through 172 of 172, prepared by Tilteco, Inc. signed and sealed by W. A. Tillit, PE. 2. Comparative analysis of Storm Bars w /Spring Loaded System using rational analysis pages 1 through 12 of 12, prepared by Tilteco, Inc, signed and sealed by W. A. Tillit, PE on 05/02/01 D. MATERIAL CERTIFICATION 1. Tensile report of Tensile test per ASTM B 557 of Flat Reduced Section, prepared by ATC Associates, Inc., on 02/14/2000, signed and sealed by S.E. Black, PE. E. STATEMENTS. 1. Letter of Compliance issued by Tilteco, Inc. on 08/17/2000, signed by W. A. Tillit, PE. 2. Letter of No financial Interest issued by Tilteco, Inc. on 08/14/00, signed by W. A. Tillit, PE. 3. Letters of Test Compliance issued by Fenestration Testing Laboratory, Inc., on 02/10/00, 06/02/00, 07/13/00 & 07/25/00, signed and sealed by A. P. Gonzalez, PE. 4. Letter of Test Clarification issued by Fenestration Testing Laboratory, Inc. on 04/10/2001, signed by R. Zavala and signed and sealed by A. P. Gonzalez, PE. 5. Assignment letter issued by Rolling Shield, Inc. on 08/20/2001, signed by J.A. Delgado from Rolling Shield, Inc. and F. Tonda from National Shutter Association, Inc. 6. No limited change letter issued by Tilteco, Inc on 05/28/03 signed and sealed by W. A. Tillit Jr. PE. 7. Release letter issued by NSA on 09/15/03 and signed by J. A. Delgado. 8. Compliance letter issued by Rollingshield on 09/15/03 and signed by J. A. Delgado. 9. No change letter issued by Rollingshield on 05/10/04 and signed by S. Sanso. Candido F. Font, P. E. Senior Product Control Examiner NOA No 04- 0512.06 Expiration Date: June 7, 2009 Approval Date: July 15, 2004 E -1 *1-3 MN. b✓ swami NEWER SPAN (see 58810478!) / 44 TYPICAL SAME UNff ELEVATION CNO STORY BARS REQUIRED) • NOM SEX 61287 2 * 8 0F 18 FOR COMMENTS POMDMARRE 5 -1 Yotr. WU= SPACING N -1 OR 4 b ei 0 R — 0 0 —47 0 r 1 O 0 0 ass) W -1 + Mom WA( SPAN (SEE 5045(84) 18x3. RAT SPN8 1104 STOW BAR BPATA57 (EE -n .,.. a .,411PrA $EE WrEB4q %�' , TYPICAL CDIVSECl/RVE 328152E UNIT ELEVATION (N0 STORM RAIDS HECTORED) /TYPICAL CONSECUTNE MULTIPLE (!NT QtNA1110N (380157/ BARS REQUIRED) A NOM SEE SWEET 2 61 3 O. 15 F12R COMP02EN13 2828247UQE n NO70 5EE sari 2 • 3 O. 15 /08 CWWW0BRS NOIENCLARRE K L 1715 (7783 a. END) 0 APPUOABLE TYPICAL MULTIPLE UNIT ELEVATION (STORY BARS REQUIRED; NOTE SEE 21e7 2 * J OP 15 FOR CO1fPP2EEN75 NITVIDICIATORE , Wm HEADER SPAN & IMa 8542!08 3528120 (SEE SOIEOH1 ✓ • li =I_ l� I____. ■� ■!a ii'J_ I 0 0 0 0120 L 158L-7/1 971271 i 51001 ON 715 PRIW7 APPROVE =WPM PLO) 145 28 WINED FIR =MN= N AG501LOlE ■ 711 7E 2221 2827•8 F TIE 51 8A BROM RODE - DEEM NOW LADS SHALL E 757712 1NED A8 PER 22008 1818 OF IRE ABOVE SA728 R FOR A - WSW 15•0 WEED OF 148 Tapp. AN0 N 208040808 !/ABUT 7-28 538•112 R0I5 -te 884015153 ADEINJ 7 MR 25220/ AND MIME 2828 /N9 ®I NFBPID • OCCORONICE I87H BED724 18087.4 O' THE ABOVE IDM21tD COOT AS PER POE58FA72/ TL960 LAB ARMS / - RIB 2514 28p$ 2577. RD. 2844 2841. 2543, 27.E 2737. 3003 AS PER RI -207. 54-202 NO PA -258 ' 2. ALL 2051822 515157808 514411 8E 8083-I8 NWT amiss OTh R E AOMA 1 A4 sews 75 BE SUN OS 57ED. 8M 4E 278 SEWS 0420 f/ ma eras .80 50 • masa 57209215 ' 4. SOUR 7D E 2024 -14 AUAIINWI AHOY AIBUQED Wl BRALESS 57472 MTN WWI VELD PONE 4 STORM BAS AT FLOOD OR 0982 2008420 INSSIILATIOR1 WY 8E 284796 AT NON HWRAE CORNROWS 67# L C l 00 1 0 5 11 7 7 8 T H A T 2 888 BE 2 9 2. 7 5 11 1 6 U COWWI RVLWNOW /121S 71128 RAW AMOS OP 112088E WD•PO M0 THAT ROLL LP RIMERS NU NOr OFFER I*R8A*E PROTECTION • sans ALL RORY BARS ARE M IAUEDAB OM= - 6 RBW419E 38501 028 5•11 BE 382245 • A CONSPICUOUS /RAE SDI WY A O amour AE7185ffi SO TWIT 7167 AN 8E 51.1095 Am M9MLAD Am, 784 passage O11.72L4 LW Ms) SU75 ARE RULED DOML ' RE EPPEC7 OF TIE 5UT8 ROUST OWN 8T770UT 380084 ONO • 505E BUTS 491 WP OUT OF 1208 04E - TO DE DEFLECTOR OMOO 8Y 50 RIR= 7. AVOWS m WILL RR WE 288 • BOY CONNECTION WOOL BS AS F8128 (08168 MEOW VIM) - (A) 70 28061 POORER ROCTETI0 1•L IO'2 P■L COMPRESSIVC 572 174 -1/4' i 111 l ANCHORS AS YULFACRWED 8r 6E15/802001 Ot 2700 = ROAI. - AORS • AI) 2071521 81OIO4T a yam MOMS NM MOD C01CIa7E SRN/ BE 7 ,7/4• NO 415.151887 R70 SIM= 514418 BE �5S AYR O' 714 REMIXED fA27,80/1: BOERS I • ABM sv OWNS AS) DI CASE MAT PRECAST AL 28 428 820273 BE WW2 480401 TD 1252511E UM RACER E618W SlIOI PA*El.4 ' saw Emma CONCRETE 800[ WOW -1/••• 122061 84'0015.4 AS YNRN LOURED Br LW/SW= OR ELCO 710715784' 8r / 1286155 EIOEOOQ LE SPOON MIS$ N70 7/E CRIME ROW WIC 2811 BE 1 f/4" ARMOR 827 01 OWE WL BEWeiOlO EA01 COMWTE AWLS BE 81340 M -Mt4' to MOWN MOIL LE 8O1N1EA M0/0880 ALL OF RE RE00107•41•4 MO SPERET 26 OF 714 • NOR* INNUFACTINER. 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FROM ET RI 7#15 MD DOES ' C: NOT PRINCE armor= FOR A RR 9 O P1UE4 4 IMR7E AE 488//E • • } MON RE PA4 41 (B) CAORIC/67 7• E I ELE RR RE { AN2MDWI4Y 2241580 " • • fj, 14 UE sum O' Dag PROOCT AWED OM MS P.@ 44421E 2.16 WOT OLYAE FROM DE - Q:WR28 288710 an 77512 00004/115. IESCOR1Cl21 5841747 SRE LS Tgr 7•ICR049 2SPo7L�(8 • W (0) i75 /1200207 owes* 2844877 nett BAND f SOOE8 • (0) sir 315220 /11564023 SI52 E P2PA185 Pj0$6S 180128 8815715 oft 2157.158 \AM '!111 NOTE• SEE SECTIONS ON SHEDS 4 IHRU 14 r Z GA CABLE fr ' • Oil? 111 FLOE THE P78/6LOML F DE maw 0,10 100 618E • • • • • • • RESPONSIBLE FOR 7E PROPER OW OP 7E PA.O - • • (Ea 7118 PAR WNL. coo ti 4ON arm 21•187aSS 784 51222 fs= - • • •••• a owertoI: ;. PBOL'P1Ci YE 85er- ;1t;�yv :cs• ?; :N, +x B`h""t.7.47 aCbf08 11246®•4"77 • p ••1 ••• a7 eR a ♦ 6 • • evx. a::. PRA'. ri'E `4 �3 51245 . -1 • • aPPUCABLE A`•P • • 77227 ! NO t DICIASERTAT COMPANY psis Ait.r. aa. 1�..Po7 874/737737 O Jm- 0779 n EB 207 INLTER A L. 8 FLORO4 / 4418 8 7 JUN 0 3 z003 • t+E�15m 7w^•r•ec.r•• Rilami 02.4298 D47I{tIiD6 • • • • • • � 2tl • F.de._(H.U.H.Z.) 9 L/ANhDAOE COONNY• • • i 50mm SLAT R' L -i/P SHU7TER4 • ROLLINGSHIELD, INC 2500 MB 74th AVENUE 5484 ELOR/A 33122 all lb Ma.. .IT • 85349 71/570 11/ =/07 657E 02 -535 DRAB= Na SLEET 1 OP 18 AO TYPE 1 SLAT: ' © TYPE 2 SLAT :: • EXTRUDED ALUMINUM - SLAT 6051 -76 ALMOND/ war • SALE 1/2' 1' , T EXTRUDED ALUMINUM - BOTTOM SLAT • 6063-76 ALI6AIAI ALLOY SCALE 1/2' = 1' - SCREWS i - 24' CC STAR= - AT 10' F8Or 70' AAO , 607706 OT STOW M5 © TYPE 1 STORM BAR: • 2' EXTRUDED STORM BAR 6053 -76 ALUMINUM war - SCALE 1/2' - 1 2666 2000' ® TYPE 5 STORM BAR: ' EXTRUDED STORM BAR 6061 -76 ALfMINM ALLOY SCALE 1/2' m 7' • oawsv 24' 0.0 STARING - AT 10' Mar TOP NM 607706 aP SIM as o TYPE 6 STORM BAR: • HEAVY EXTRUDED STORM BAR 6081 -76 ALIf56MF ALLOY - SCALE 1/2' = 1' :123' © TYPE 2 STORM BAR: 3' EXTRUDED STORM BAR 6063 -76 ALUMINA ALLOY ' SCALE 1/2' = 1' TYPE 3 STORM BAR: 4° EXTRUDED STORM BAR 8053 -76 AUU4SM8I ALLOY • SCALE 1/2' = 7' © HEADER TYPE 1: 8063 -76 ALItl8NIIU ALLOY • *W.& 1/2 = 7' ® HEADER TYPE 2: 6053 -76 ALI6NUM ALLOY SCALE 1/2' = 1' 0 ° TYPE 4 STORM BAR: 4' HEAVY EXTRUDED STORM BAR 6681 -76 ALUMINUM ALLOY A SCALE 1/2' 1' OI HEADER TYPE 3: 6661 -76 ALUMINUM ALLOY SCALE 7/2' • 7•-• • • • • P CDUCTinnieu 8D • • • • as ccra,r ag tsLL tie Florida •• • 5e'_t• :ale: •• ■ • • • • Q TYPE 1' SIDE RAIL: 6063 -76 Nom ALLOY ' SCALE 7/2' v 1' Q TYPE 2' SIDE RAIL: 6083 -76 Alum. ALLDY • SCALE 1/2' - 1' © TYPE 3 - SIDE RAIL: 6063 -T6 Nom ALEN / SCALE 1/2' = 1' 6063-76 Alum ALLOY SCALE 1/2- = 1' JUN 0 3 2003 Q TYPE 5• SIDE RAILS: 6051 -76 Atom ALLOY - SCALE 1/2' = 7' • ads PLOdouCarsia! • • • to • • DM,Ion • • • • • • • • gy p Ma Florida •••• ;1C776•• • • A•c66te pta2af ze PAO ]1 t� .0 • • • e4h,i IL ECOINC. IIUIT 7511000 & 2mameri1 COMPANY 7�1W1 7 &. Poe.112=4 m00 EB- 0006770 FLORIDA 1J / 44187E •• •• • • ••I••• • • ••••dlp • • • Male Erca.i�.7 DIllidaa • • • • • F.O.E:I,LV FGZ) f MIAMI —LADE COLt l?r' • • 50mm SLAT Rb7L -I P SHU%ILR•; s_ ROLUNGSHI£LD. INC. 2100 lil 7401 AN RE MILK FLORIDA 53722 au a. soN.m1 •p 11/0/02 017E 02 -535 MORRO 84 Z0 0-75 MAIM M017 2 OF 78 000• ® TYPE 1 MULLION: ' 4" EXTRUDED MUWON 6061 -26 ALLIMMI ALLOY SCALE 1/Y.. 1• F PE • ©0 TYPE 2 MULLION: - 5" EXTRUDED MULLION 6063 -18 ALUMINUM ALLOY , SALE 1/2• - 1' 1 sm' m..-"' ® TYPE 3 MULLION: 6" EXTRUDED MULLION 8083 -18 ALU365D/ ALLOY ' Cara 1/1• w 1• 45• f2NLFER (OPAON/A) STUB DETAIL (N, r. s) 45 C86111101 r0 © BOX COMPONENTS AND ASSEMBLY DETAIL sitar tsEr 39 OF 16 FOR ALIFJPKI7E ROLL -UP MOM L2TINC MEC04N6M5) O 0 0 0 0 0 0 0 �i 10P PROFILE 3005 -7128 ALLOY. norm mem w /PLOSM. • tote PROFILE .1005 -128 ALLOY. BMW PROFILE 3005 -018 ALLOY. . COM MORE 3005 -028 ALLOY. NYLON MG 4 I /4. 0. 0. • ROLLING =rum w/BALS' BOX SIDE BRACXED CAST ALIDANUIL MARC 17/32.6511, SIDE RAIL. SLAT. • ECRU= 0 ALUMINUM 0642109 HOOP. • GALVANIZED STEEL. AWL. 1 9/16. 0. 0. x 0032• Mk. RETAINING METAL, PULE 26 Oa. Carr. S6 Ai EACH ENO. OWN FERRULE. 1 17/32' O. D. x 004e Mk. r • 35/15 Lags NYLON FUNNEL' 5CRE»5: J 4 x•1 /2• JUN 0 3 2003 45. *141.6171 ® BOX SIDE BRACKET TYPES PRODUCTREINFNED Yr C4gCly'l• *'A the Florida • • • • ,; .rh _. : •• • ?- •••• - Mei • • •••• • • • •PRODUC 011a • •••• as camp! Lttalr ;taCW,:�S4n 6 • Dsa -. y • • • ► • • cAs / : �4 96•8•••.• • • • •s'`-� a4 • • • • • • • • • • • •••• • • ��R�� • F.B.C. .rLU.ILZ) I &OAEa� OADE • •• ►••• • • COMM • • • • • IL ECO C 1611 102580.1 EA•DIE6665 COMPANY ,.o,t 28-0067 ot-tmt ane £ 19.17%0 1i0@0I L�/ 44167E 50mm SLAT ROLL —OP SHLTT'TER • S ROLUNGSHIELD, INC 2500 N.0 74th RAFA4IE OW. FLARES 53122 '1/6/02 TE r dG 24-tr ma nn x. ff/O/Df • 02 -535 D MAO Na SHE67 3 OF 16 TYPE DRIVE ROLL—UP SHUTTER SYSTEM MOTORIZED ROLL—UP SHUTTER SYSTEM ALTERNATE ROLL—UP SHUTTER LIFTING MECHANISMS HAND CRANK ROLL—UP SHUTTER SYSTEM PRODUCT RENEWED crevi„,),!.-'46 Mai r • DIriskat / IL EC 0 Inc. \ 1ESTIND & EMONEERIVO COMPANY i 8 mat.x,ratvg-f Ja 0 Z003 iti: fr:60=VIanar WILIER A. TWT Ir. P. ROMA 11 1 44787 , . • •.uct 4. • • , • cat, aivitzimmbuteADE • • 50mm SLAT ROLL—UP SHUTTtlii. • • POMO CT PrISIT.40 1,2t:•L't. el 04 A ..,%• -An:* 0 17.0% • • • • • • • 000• • • AS MOWN SeAlf ROLLINGSHIELD. INC. 2500 N.W. 748 AVENUE 0584 118854 25722 NZ 10011191 OLO a jl r. 1V5/82 02-5.35 AttIONO 571007 14 0116 >2P-N AAA £ � "' &PEON , ANCHORS POURED COMMEIE REOUSED 0 ® ®0 'SYS ‘146,01. '4 POURED CONCRE7E OR r+2'r.25'OehN m • MIME 4/�I4 SILS RAS SECTION P — P (1) : WALL MOUNT souE 1/2• r' SECTION P — P (2) : SIDE WALL MOUNT SCALE 1/2' a SIDE RAIL ANCHOR SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND ' CORRESPONDING MAXIMUM ANCHOR SPACING(In) * FOR - SIDE RAILS (f) , Q?) , (LY & CONNECTION TO C. B. S. ' (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) - MASONRY, POURED CONCRETE SUBSTRATE LEGEND DOOR®' , W -1 OR W -2 SECTION 0 - 0 : MULLION MOUNT (FACE MOUNT) sow 7/2' - 1' , SECTION P — P (3) : BUILD —OUT MOUNT ' aAL 1/2' 1' AMMON D ESIVN LOAD ' 1v' (p. &1.) ACTUAL E D. • SIDE RAIL JO ' SIDE RAIL ® - .86 . 2 1 /2' • SIDE RAIL ©• • r • SIDE RAIL ® ' MU No11Nr. A u0llM uOUM D'DN WALL wQ v1.., uauNr swc•-0111.. Nrn%Nr ww. uoowr WIDE NOIAYr •uu6-wr YOUM • 1119• • uOUNT 61••-••T • u011M 60.0 OR LESS 6'. r , 6' - 6' . 6' . 6- • 6', 5' - 6' . r 5 1/r • 6' , 6' , 6' . 6' 6' • 6' • 6' • 6' • 6' . 6' • 6' 6' 6' ' • 580.0 TO 150.0 4 I/2', r • 6' • 4' , 3 1 /2" 6' • 4 1/2'• 3' , 6' • 5 1/2' 3 1/2'• 6• 6' • 6' • 6' - 6' 6' 6' • 6' - 6' - 6' 6' 5150 70200 3 1/2' 2 1/r.. 5 1/2• • 31/2'- .r • 6' 3 1/2'- 2 1/2' - 5 l/2 . 4 1/2' 3' - 6' • 6' • 8' - 6' • 6' • 6' 6' 6' • 6' 6' - ' 6' 6' • 6' • * MAXIMUM ANCHOR SPACING (In.) AT SIDE ' RAILS VERSUS EDGE DISTANCE = E. 0, • +MIMMU! ANCHOR SPACING ARE VALID 108 f .3 1/2' EDGE DISTANCE FOR E 0. LESS THAN J 1/2".' REDUCE ANCHOR SPACING BY uUL71PIS1NC SPACING - SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS ' (REDUCED SPACING OBTAINED US1NC FACTORS SHALL' NOT BE LESS THAN 3 •: ACTUAL E D. • FACTOR . 3- .86 . 2 1 /2' • .75 r • .50 • W -1 OR W —yy i SECTION R — R : MULLION MOUNT•�FdC=E MOUNT) • • • • • PRODI:‘,•664'4• TRENEWEp • • qs 1.a. FT�ia• •• • • •. �c110 Eke • 3 iy ••• ••• 4DR© ��!.n •' ••• sf T,, .Pasd • • ••• • 2 p07 4508 • • •• •• •••••• • • wait SECTION R — R : MULLION MOUNT (INSIDE MOUNT) - • Wan ..des • =AE 1/2• — 1' • F.@ ?.•(H.VM.Z.) / MAUI —DAD£ COLrNP,• ,SECTION R — R (2) : MULLION MOUNT (FACE MOUNT) SAel& 7/2' - 1' •• • • •• • •. - : DUCT REVISED • • ww .':5N •••• • • / 1IL EC O INC. \ RUdr 700*8O & 680®•60 mower 1 pp 1I�� ••�� F8- 0015718 JUN �� a9_ %llnl R&M EM. / 44167E 50mm SLAT FPOtL—UP SHUTTER• • •_ ROLLINGSHIELD, INC. 2500 N.M. 741h A%258 E IONS RONDA 13122 11/5/52 Msw —0 MQ Ms r m 02 -535 DRAEAN0 NO •O 02-0 ',1518 SIEE7 4 OF IN ••• ••• • POURED OWCRETE 800070 1.000• 1' r 2' 0'725' 0.0. Alm AA2.E • 0/ =CRETE NCNDRS O ea. G �CR POURED CONCRETE REOVIRED 2• r .125' Cot Nuns ANGLE 0/ MOVE ANCHORS 0 2' a 0 ,, 1 1 /2'r 1 1/2 -r' 12.5' r STORK BAR :760' DEPTH TA un. ANGLE EA. FOR INSTALLATION 8/ID NNCRl7E • USE (2) 1/4"11 TAPOON ANCHORS FA DESIGN LOADS Yo TO • 80 PSF. 54- YAK SLAT SHAH & 56 -.5 0 SHORN BAR SPAN . ' (p) 1) .1, /K S Y MINE BOLTS SIDE FOR CREAM • LOADS SPAN` , Cr c 1J FOR O� ISE 7) HK) /4 SALE FA 5LZIE 0- 2.000- 0 (�) MOM CRASS � tl • O LSEE50N 70 ALT I EON 9 I 0 REQUIRED �.. ta i 11111111 IFI 0.0 ®, 0 0 A � k 1111 b0 ;0 00 I 2.000' 000 wise Fi1CR J /4' £ Y 8 SECTION S - S (FOR FIXED STORM BAR) SCALE : 1/2' rs 1' • FAR (ASIWIA10ION *970 0DA800E • SYDE059 5JO 1P TD 60 PST, 54' YAK SLAT SW • Br MAX VOW BAR SPAN • (2) • WAX, 1/4. 0ALX -58 • FA SIDE FM EMDEN DEIGN 00200 AND • SPAN 0avOmoris. FOR 215TM1A71OAs OM) FEAOERS ©. ® - d[ g Kg (2) 11451/4• SAWS. EA.� 1 1/2'/•2 1.1 ' r .125' x • 0/2) J/B I r J' POB • BOLTS EAa4 SUE (DO �;�`� • O 00 Y/e' 0 8 0;A W6£Yf. WM//1' O OO SECTION S - S (FOR REMOVABLE STORM BAR) OO 0 enmE: lira r- ANCHOR & ANGLE SCHEDULE FOR ELEVA7ION A ors= LIMO GM MOOR TYPE t amour ANGLE R6pNP35 7100 OR LESS •. NO" I DI CENS 1/d' 160 M LESS (4) 8/8• • 0 2 1/4' 1/4• POWERS BOLTS * W/ 4. -0• 0708 SLAT SPAN * 8• -0• YAK STORM 8AR SPAN • 1 0 0 e A/ FOR TIMOR ACM= 300' MIA FOR DONOR NADO S OR POWERS BOLTS MOORS OR COMPETE BLOCK REQUIRED - CEILING & FLOOR MOUNTING INSTALLATION W/ FIXED OR - REMOVABLE STORM BARS W /CONCRETE ANCHORS ( SEE =DON s' FOR ANCHOR TWE REEERRE EN7) • SCALE SOME WAR SWIMS AND DOME SECTIONS V – V ARE SALQAR TO ABOVE 5HOIW/ W10m2T • STORM BAR s MOM r5 .11109 tE ' . /IRATm0•OF TAPODx 4' ^ O 0 a TSAT/8 I r 2 1/4" 805090 DOLTS AT STORM RV REST ASS MAMA =MULE ON 5! WALL MOUNTING INSTALLATION W /FIXED STORM BARS W /CONCRETE ANCHORS =LS 1 I /4'- 1'• ! EDGE AF FllllfrJ / +'S IL WALL i�L 3 SECTION 51 — Si SCALE : 1/4' .• 1"/ ! /4 -20 OR 3/8" 0-16 MACHINE EM-S USED JOMMY W/ 1/4' I x 7/8' OR ..7/8" 0 x 1 1/4' CAL! -IN ANCHORS Y SHALL BE LEFT 70007) ER W ANCHORS AT 1HE THE STORY MAM ARE RENOVID. (SEE MT. A). DETAIL A A SCALE : 1/2' = 1' MACHINE SCREW MILT EMBEDDED INTO ANCHOR ANCHOR • (DO O' 1 1/2' ((2JJ� 1 Num S /µ/40S W� • E.0 FA DER (2 • 00008 •••• • 12.000' 5.000' iyit •411 •• o ELEVATION • • • hj x 2 4' 80LI5 • +' a a, 0 1P- -� (SEE scHm714E FOR EVMRY) • • • • 2'53'&25' (FOR 180E 1 S/OPN awl 21/4'222500• (FOR TYPE 2 510¢8 LAIR) OR 2761,2S0' (FOR /YPE 8 & 4 SIDMI OARS) - E.r.r.:-_ • Alum ANGLE EA 809 r 6. 1DCH W/ (2) 3/11.44 1/4' POSERS NAM 10 WALL. LSNIER OF NAME LID & (4) 114,0/4' 00 , WORM BAR OPTIONAL STORM BAR CONNECTION ' • •• • ••••• PRODUCT REWIntl 0ROQUCTPiovio • • • fect ':: oG�67104 • .r.NIAllresh.ta 1•41 DhLed00 MIL EC O INC. TOW! =MO t ENGINEERREO COMPANY 6'rO NE085 em, (m+)o�1W.. m 311L 133-0505719 V A A 3 iOQy 004LIO MNPo7E 50mm •.• • • v.FLZ. �ii3�1 -oAOE coLiLn • • • • F.at•C0L ) i • AS SNOWS 0 SCALE SLAT RCRL -8P SH(VIR ROLLINGSHIELD. INC. 2500 KW. 7411. AMIE 16A10. 0109451 33122 11/5/O2 M1E m =ovm ren os-tr MU NZ F n,1/T4 r ear 02 -535 Came No LOP! 8 OF 16 POUND CONROE MOANED • 1500• r • r r .128. Cwt. AA.n. ANr6E ' W/ COVCRE7E AMNORS • B• a / /4, 5041 07024270 I( 7• r 2• r .125' Cod Aim. MEW • W/ CONCAVE ANNA= 0 12' a G J /2rr 1 1 fix• E4 Alum. ANOIE / POR 60841Antal INTO Mc/7E14 USE (2) 1 /4•I TAK044 76'[77025 E. 57IE(OR DESIGN LOADS UP70' tin PS& S4.1445. 51AT SPAN A 90 /AVG SIDRAI 844 SPAN, & (2) . 3/8•/X5' MOUE DOLTS EACH NOE FOR GREATER DEMON 40460 AND- • SPAN CONINTIOAS. FOR 85TALLATION ARO 114 ©. ® OR USE. ma 7 t/2'x 1 1/p' x.125•, • 0•-4. 1/2' 417000.7" arlxr Ix r 00960' 5100 Q DR F7 • (3)/ 14• J /4' S AL S' PdWI SZE SECTION S — S (FOR AXED STORM BAR) SCALE : 1 /2' - r . O -O 7 I/2x ' 729' STORSI BAR DEPW1 Num. AM•EJ SMARM& 10u GADI SEE ON WET 12 Or f0 • u a' n POURED CONRETE =ORM • n SUSS 804464TEN 10 MASS SEE ON MELT. 12 OF 16 Una II 000 (4Bn.) SECTION SI — SI • SOIL : 1/4' - 1' P7LG 21S511LAT104 M0 CONCRETE - 180 (2)_t /4'0X7/8' 074LK -M • *440 S E4 5•E OCR BEV04 isms • LAP 70 80 PSF S4' MAX. OAT SPAN & ••• IfAL 570w BAR SPM; & S - (2) M FOR 1 WATER DES/0/0 WADE AND • W /MAX. SLIT SPAN OF 3I �TIOIS INTO HEADERS a QR • (fi a (3),11423/4' BM.s O0 Q DR F1 718'70 0%32' 74480Wi(W' SECTION S S (FOR REMOVABLE STORM BAR) SCALE : 1/2' - 1' '4' T 4' 0 -20 OR SA' 0-18 MACME ' USED JOWLY W/ 1/4' I x 7 /B' OR J 8' 5 x 1 1/4' CALK -1N • ANCHORS Y SHALL BE LEFT =ETHER W/ ANCHORS AT THE ME • STORM MN. ARE REMOVED. (SEE 007 A). 0 I 1 x 11/2' x . ' I x 57!0/676 8AR Num. ANNE 1/ • el C to1E Eil LEG . {1.6 2' •r NR. Cant Nun. AM•XE • FOR 77PP6Y ANCHORS' .500' 1.1. �• . FOP 0745 -6Y M600RS • • OR POWERS BOLTS MOORS anmrn rrra.arie • .1 6'• 266) . 1 /4' 0800 Cmd 4.1277650.44457E W '• 4� O82 1 4 . 00460 801.75 AT St0624 0- REST • 12• a a (SEE 501456E 014, OR CONCRETE BLOCK DETAIL A • SCALE : 1/2' 0 1' • CEILING & FLOOR MOUNTING INSTALLATION W/ AXED OR WALL MOUNTING INSTALLATION W /AXED REMOVABLE STORM BARS•W /CONCRETE ANCHORS ' (� SWOON ,�, r� /AMOR nW • STORM BARS W /CONCRETE ANCHORS SOU : f /4• - 1 • ?MALE r 7/4' - t• / • r'',./ ? 781TI Tl;Y Dia • eaNNEERNI• maw. 0162E MIN =INNS NM D SECTIONS V — V `�`,' "�'�9J°"° STORY 810 & HEWS T'M1tl !➢ • RObJ MOO2 A MLR Jr. P. E NORMA 166 / 44167 •• W/ ELEVATION /\' (7 •• ••• • OR f' PIS BOLTS •2 Ira- SCALE : r /B' = 1' - ANCHOR & ANGLE SCHID717! FOR E3EVAIWN JA Dam LOAD (psi) MOOR 71PE & OIIANRIY 72.0 OR LQ'S •• (6) 1/4' TAMERS 200 OR LESS (8) 3/8' 0 r 2 I /4'- PONE7PS BOLTS • •••• • PRODUCT !VIEWED • esec•t; dy1 ^ =, w-ifttalorida • PROD' 15•/MeD •••• • ••• • • ASS • • ant 2162.6414 Lila 00n18411 • BaL2aa CSS- •- Does e • OIv46sa •••• • • • • • F.B.0 (h.V.H2.) i ttmm.! —DACE COL /'171 • • •• • •• / IL EC O INc. 50mm SLAT ROLL —PIP SHOPIt' ROLUNGSHIELD, INC. 2500 NM 7494 ANNE H44111. ROMA 53122 • AS 46021 • 71/5/172 DATE 02 -535 DRAHN• Na SUCEI SA OF le • ••• • 441 NE /a) ,.00.1- ''' yr °of � JUL 1 0 2001 L as /, BY:�! CTY coPY • • ••• • • • • •. .• • • • •••• • • • • • • • • • • • • • • • • ••• • •. • •• • • • • • • • • • • • • • •••• • •• • ••• • • • • •• • • • • ••• •• • ' • ib ?'/ "7 7,4/ ib 71 5 z 3 -:: of sec/ SV X54 Ii k6:4 A loom Ag- jai; to '* xte /°0 26 1/3x95 • • •.. • • • ••• • • • • • • • • • • • • • • • • • • • . • • . • • • • ••• • • • • Aluminum Wo 1d; C.:: • ••• 1767 West 37 Street #18 Hialeah, Flo 33012 Phone: (305) 825 -1355 / (305) 485 -A64 Fi, (3Q5a 82$ -9356 • • • •.. • • . . .•• • • • SHUTTER PRODUCT APPROVAL AUTHORIZATIQN.rPRM Municipality Job Address • • • • - • • • • • .• • • • • • ••• •• We are the Dade County Notice of Acceptance Holder for the ASSA/Economy Accordion Shutter under Number 00- 0327.06 and the 50mm Bertha Roll -Up Shutter under Number 01 -0522.01. ® This letter authorizes to use our ASSA/Economy Accordion Shutter approved under Number 00 -0327.06 at the above reference address. IV This letter authorizes am- 50mm Bertha Roll -Up Shutter approved under Number 01- 0522.01 at the above address. Sincerely, 'Aluminum World, Inc. Francisco Rosado, President to use our ference l) This form must accompany the application for building permit and shall become part of the permit documents. 2) The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • •. .. • • • • • • • • • • • • • ••• • • •. •• • • • • • • • ••. • • • • • • • • • • . . . •••• MIAMI -DADE COUNTY, FLORIDA . • • . • • ME1 ■RO+Dt4DE FLAGLER BUILDING • • • 141 V�'ESTFTA(LER STREET, SUITE 1603 • • • . MIAMI, FLORIDA 33130 -1563 • • • • (305) 375 -2901 FAX (305) 375 -2908 Florida Storm Panels, Inc. 14475 N. W. 26th Avenue Opa Locka, Florida 33054 • • • • •• ••• •• • • • • • • • •• • • • • • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or. material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02 -0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 [checked b vncf y� ` 0 0 0 cH cH N 0 N O 0 0 : \CADD \Codd99 \FL —S 0 0 • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESSENT .,SHUTT R SIGSTEM AjIALYZSD WITH THE PROVISION SET FOR THE ISSUAtirE.OF °, NOT OF• 6CEPT•ANCE A) BY ZONE (HVHZ) COUNTY FLORIDACBUILDING:W IDE.. NOR • E • • VEL• • •NRRICANE • • • • • • • • • 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE MCP OVERSTRESSECT IN THESE APPROVAL DOCUMENTS A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE OE€IGN [LOADS TDWSE •.#1$EN REFERENCING THESE DOCUMENTS IN ACCORDANCE W1111-1 TH E I oft AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULAII0SVS'INA O tQ•N� WWait j SCE 7 -98. A DIRECTIONALITY FACTOR OF Kd =1.0 SH//%L • I S 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. 6. .325" .125" 0 THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA NI . 6063 -T6 ALUMINUM ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 1.S0" t t PRODUCT MARKING LOCATION PRODUCT MARKING (OPTIONAL LOCATION) 1_2:121.44 12.50" COVERAGE 1:..S0^ 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED ANO AND JUSTIFY UST FY LICENSED ENGINEER OR REGISTERED DOCUMENTS SHAARCHITECT, ITTED DETAIL THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: • FLORIDA STORM PANELS, INC. OPA LOCKALFLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6053 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD•CONDITIONS DICTATE, PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. •PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W Q DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION &6 ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2 0.C.1 ,_AT MIDSPAN W/ 1/4 -20 x r MACHINE BOLTS WITH DIE C[A�ST��44LUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE.TYPICAL ELEVATIONS OSORQ9). FOR PANEL SPANS LESS THAN 33" . OVERLAP FASTENERS 2. TUBE ARE NOT REEQUIREED. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 1/4" MAX. PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No 0 Expiration Date By Miami Division -O 06 7 °0 5" MAX. ANGLE SCALE : 3" - .1' -0" 16 GAGE GALV. STEEL 0 N OSTORM PANEL SCALE : 3" • 1' -0" .093" TYP. 1.50"1 ANGLE SCALE : 3" • 1' -0" #7093" TYP. 1/4" S.S. STUD (:D 6 -1/'." 0.C. ANGLE SCALE + 3" = 1' -0" 0 • 4 O STUDDED ANGLE SCALE : 3" • T -0" GALV. STEEL GRADE 50 OR ALUM: t a MIN..085" 13 KEYHOLE WASHER SCALE + HALF SIZE too_ 7E0_16 GA. 14 STEEL TUBE SCALE : 3" _• 1' -0" Cet?trol 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS Ea) 12 -1/2" 0.C. ITYP) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING USE rxrx16GASTEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL. ELEVATIONS ITYP. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING OVERLAP FASTENERS TYP. ISEE NOTE M 14 916 GAGE GALV. STEEL NGLE CLOSURE PIECE: Y' x 2" MIN. TO 2" x 5" MAX. FASTENER ((T: 12' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4" MAX.) .090" ITYPI .188" "F" TRACK SCALE : HALF SIZE .085 WIDTH UNLIMITED WINGNUT SCALE : HALF SIZE (PERP. TO PANEL SPANI SECTION 0 A TOP MOUNT © ©0 OR DIRECT MOUNT PLAN VIEW 1.813" 2.000- O"h" HEADER SCALE + 3" • 1' -0" 3.00" MAX. 3.500" I ^ -3 1.00 "I I O"h" HEADER O "U" HEADER SCALE : 3" • 1' -0" SCALE : 3" • 1' -0" N- 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION STANDARD CHANNEL SCALE + HALF SIZE WIDTH UNLIMITED 5.00" 16 GAGE GALV. STEEL GRADE 50 a o OP 0 c_ DIRECTION TIONAL LEG 11 75 .75' _= SOFFIT CHANNEL SCALE : HALF SIZE 1.00" T (PERP. TO PANEL SPAN) SECTION W JF X -1" x 1" TUBE. MAY BE _ -I USED WHERE REDUCED w W SEPARATION FROM GLASS 4 4 IS REQUIRED. SEE SEPARATION FROM GLA55 E SCHEDULE. SHEET 3. AND PLAN VIEW 1. NOTE 14 SHEET 10 E an 0 W a. us N VERLAP FASTENERS (SEE PLAN VIEW L NOTE 14) 15 BOTTOM MOUNT L 070 OR DIRECT TYPICAL;ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OR 12 -1/2" O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHOR.; (d 6 -1/4" O.C. OR 12 -1/2" O.C. (VERTICAL OR HORIZONTAL) 0 a ,r- 0 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" • 1• -0" TOP MOUNT 0708 OR DIRECT MOUNT 1" x r TUBE. MAY BE USED WHERE REDUCED ���- SEPARATION FROM GLASS - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW 1. NOTE 14 SHEET 1 - VERLAP FASTENERS NOTEISEE PL14) VIEW 1. AN e q BOTTOM MOUNT 070 OR DIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. 1/4" MAX. EXIST NG CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEVV O USE 1" x r .16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 g TYPICAL ELEVATIONS (TYP.I .SCALE: 1 -1/2" • 1' -0" 1 -3/4" OVERLAP MIN. ® 14 GAGE GALV. STEEL ANGLE CLOSURE P)ECE 2" MIN. FASTENER (0 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING PRODUCT REVISED as complying with the Florida Belding Code Acceptance No Ot- O 571.1)5- Expiration Date "o R /,%Z/Lrt-o a %. By 11 C/� it /"L*/f Miami Dade uct Control Division DW ZZ Gp' a2 0. tD oo asst• vt. Lai PROFESS* R. Mersa 2. CH. 0010983 e 07/19/1999 scale AS NOTED design by vM drawn by MC drawing n0. 99 -230 sheet 1 of 4 05/23/02 10:46 1 111 EMMOMIll lEA111 e 07/19/1999 scale AS NOTED design by vM drawn by MC drawing n0. 99 -230 sheet 1 of 4 05/23/02 10:46 11:05:15am 0 0 CV 0 u1 0 N m 0 .Q Print Information: J: \CADD \Cadd99 \FL — Storm \99 - 230 \R4 — sub \99 - 230- 02.dwg 5/0" MAX. EXISTINGCONCRIETf•• • • • • HOLLOW SI.sOCK•R • • • •• •• WOODFR:MMG, • ••• • FASTENEh. SEE•ANCAOR • • • • SCHEDUL REFE•I2EIICt• • • • • • CONNECTION • 'TYPE 2* • •• • • • • 1112" • • • • • • • • • SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) • • • • • • • • • • • • ••• • • • • • • pi ) • • • • • • • GLASS OR DOOR • • Q2 OR03 • ••• • • • • •1/4" MAX. • • FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• CONT. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING • ANGLE TO WALL DETAIL SEE STORM PANEL SCHEDULE 1/4 -20 MACHINE BOLT & WINGNUT p 6 -1/4" O.C. PANEL TO ANGLE DETAIL O WALL MOUNT SECTION A SCALE : 3" = 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE . (TABLE 21 GLASS OR DOOR 11 Nal I .4111 *Ai �. MBEDME� a1 rx4 "x.125 "OR 2 "x4 "x.125" AL. TUBE OR 2" x 6" P.T. WODO W/ 1/4 "0 LAG SCREWS @ 12' O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE MAX: OSCALE : 3" a 1' -0" 016 S.M.S. CA 10" O.C. 2 - 1/4 "• x 4 -1/2" S.S. LAG SCREW @f 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS SEE MIN.O SEPARATION FROM GLASS SCHEDULE (TABLE 21 FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION ' TYPE 3• 5/8" MAX. 1/4" MAX. GLASS OR DOOR ©CONT. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 3• O CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" EXISTING W000, CONC. OR HOLLOW BLOCK STRUCTURE ITYP.) 1/4 -20 MACHINE BOLT & WINGNUT CO 6 -1/4" O.C. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 PSF. WALL MOUNT SECTION (BOTTOM) SEE STORM PANEL SCHEDULE ?i MAX. EMBED ITYP.) EXISTING CONCRETE," HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE1' 1/4 -20 MACHINE BOLT & WINGNUT CO 12" O.C. TYP. TOP & BOTTOM 0 OR 03 1/2" GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE MIN. SEPARATION FROM 1/4" MAX. LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM 0 le ANEL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE1 • OPTIONAL LEG DIRECTION o- 1/4-20 MACHINE BOLT & WINGNUT p 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS UMITED TO ±72 PSF BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0- REMOVABLE FASTENER Cd 6 -1/4" 0.C. OR 12 -1/2" 0.C. MAX.. BUT DO HOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULI REFERENCE CONNECTION•TYPE 1•. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYr'OLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 MAX. PANEL. LENGTH SEE STORM PANEL SCHEDULE 5/6" MAX. 1/4"• ELCO MALE WITH WASHERED WINGNUT • Cm 6 -1/4" O.C. OR 12 -1 /Z" 0.C. MAX.; BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 •. O WALL MOUNT SECTION E (DIRECT MOUNT) SCALE = 3" = 1' -0" • I!I. li ii THREE 1/4 "0 W000 SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER Cd 24' D.C. MAXJ 2 x W00D JOIST, TRUSS OR RAFTER 3112 SMS BETWEEN TRUSSES Lm 10- O.C. MAX. 1/4" MAX. 11 —•r :u• ORrx4 "x.125" AL. TUBE'IOPTIONAL) 0" GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 0 PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No0 Expiration Date By Miami Division .06 007 toduct Centro! NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" MAX. PANEL LENGTH SEE . 7' - B" PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 Z- 0 ri 3) - 0 5 Exp1111'((rt����tion Dare O oo Z- By Miami Dad Product Control Division • Uz 2 Z — N W •• Hr W V F-� Q 0 U1. 0• �w In K QW z 03 Sz W ~ N z W w Zz Y u 2.1 Duj ZZ "42 00 01. 0o ••Tf N m •�m0 ,c 6 o°a6 111 03 M 6 z z•.s�®®++ g S CC G . ID cU >oo O z < E3 QJ 3�0 Ow .Uo Z o J j a Tam LL 016 M 0. revisions w aP P n A e • " N I1 J (dare 07/19/1999 scale AS NOTED (drawn by HC design by 1Ichecked byj vm JJ vn(J drawing no. 99 -230 sheet 2 of 4 05/23/02 11:05 11: 08: 45am Print Information: J: \CADD \Cadd99 \FL— Storm \99 - 230 \R4 — sub \99 - 230- 03.dwg • EXISTING W&1QD•GIONC.OR ••• HOLLOW BLPCV• S6RUC•TURS • FASTENER. :EE A�JCHCeR : • • SCHEDULE. IEFER1NGFs• • e CONNECTION • TYPE 1 ' Sa C0+1T: L• • EXIST Gk16CRETE 1111.1•CY BLOCK OR OOO•FRAb1ING 9:ASTEAER• EE ANCHOR %CHED LE, EFFERENCE CONNECTION' TYPE 1 • 1/4 -20 MACHINE BOLT • & NU= 01 12j O.C. • • • • • (TYit.•TOP•b BOTTOM)* • • • • • • • • • - }- EOuAL• •1 /a•• MAR. • • 1 • r•--0--• • • EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING \J 1/4 -20 MACHINE BOLT b WINGNUT (A 6 -1/4" O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION.. TYPE V BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REG'0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE V EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING • • • 1/4 -20 MACHINE BOLT i WINGNUT (rD 6 -1/4- 0.C. •• ••• •• w • • • • •• • •SEC MIN. • oiC 6E4AHATiON FROM GLASS SCHEDULE - (TABLE 2 W z a s 1- 1I W W 1/1 "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 5/8" CONNECTION• TYPE 1'. MAX.i 1 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN 1/4 -20 MACHINE BOLT & WINGNUT Cd 6 -1/4" O.C. WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK SEE MIN. 'irEPARATION FROM GLASS SCHEDULE (TABLE 21 n EDGE DIST. • SEE MIN. SEPARATION F140M GLASS SCHEDULE (TABLE 2 1/4 -20 MACHINE BOLT L WINGNUT (6 6 -1/4' 0.C. b w SEE STORM PANEL SCHEDULE 4. ALUM. OR GALV. STEEL SPACERS AS REG•0 _ O FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 ' ALT. "P TRACK CONNECTION 1- 113 Lai z IN S/8" STUCCO FINISH (LEG MAY W BE REVERSED) E WIRE LATH MAY 11. BE USED AS TYPICAL 1( REINFORCEMENT OVER Q LEG OF "F" TRACK; 0 "P' TRACK CONNECTION TO SEE STORM PANEL SCHEDULE NEW STRUCTURE DETAIL SCALE : 3" = V -0" TO NEW STRUCTURE DETAIL SCALE : 3" = V -0" •0 /4"•M B L E 2 B "x3 "x1 /4 "x 1'- 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE MINIMUM SEPARATION MINIMUM SEPARATION FOR INSTALLATIONS FOR INSTALLATIONS 30' OR LESS ABOVE GREATER THAN 30' GRADE ABOVE GRADE -POSITIVE (INCHES) (INCHES) DESIGN ACTUAL SHUTTER LOAD(W) SPAN (L) (FT - IN) SYSTEMS 1 & 2 SYSTEMS 18, 2 MIDSPAN MIDSPAN (PSF) TUBE BOLTS ALL CONDITIONS 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 40.0 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 • 2 -1/8 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 50.0 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 60.0 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 2 -5/8 3 2 -5/8 3' -0" 2 -1/4 3 1 -5/8 4'-0" 2 -1/4 3 1 -1/4 70.0 5' -0" 2 -1/4 3 1 -3/8 6.-O" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4, 3 • . 2 7-9" 2 -1/2 3 2 -1/2 1/4 "e POWERS CALK -IN 3/4- I 'rp.= W/ 7/8" MIN. EMBED. IN CONC. @ 3" O.C. OR 1/4 "• POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE (B 3" O.C. 1 -1/2' INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE = N.T.S. 13 -1/2" Ea. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE PTIONAL HANDLE LOCATION NOTE : USE OF THIS DETAIL ANGLE MAY VARY 8"x3"x1/4 "x r- 1 -1/2- ALUMNUM ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 1/4 -20 STUD A INTERIOR FASTEN NG ANGLE ASSEMBLY IS LIMITED TO 72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" 1' -0" 01-1/2" x 1-1/2- AL. STUD ANGLE 1/4 -20 S.S. BOLTS b WINGNUTS @ MIDPOINT OF PANEL SPAN OR sr O.C. MAX. (TYPI © ALT. CORNER DETAIL SCALE : 3" = 1' -O" PRODUCT RENEWED as corplyiag with the BMW Balding Code Acceptance No 0 L_ °$Z- Exphstbn Date Q Mad DlvWua PRODUCT REVISED as complying with the florid* Belding Code Acceptance No 2 - o 531.0 S Expiration Date o eo 2 By Miami Division ct Control date 07/19/1999) Scala AS NOTED design by VAC (drawn by MC IcPeched ,U)j Vic dravin9 n0. 99 -230 11:08: 45am 0 0 N » N 0 0 • 0 Q 0 J: \CADD \Cadd99 \FL —S 0 E 1 5/8- MAX. V2- HOLLOW BWCK S iRVW JRE• jiOLLQFR�A 1TNG OR Al FASTENER •4CHVI • • 6F ASTESIER.SEE ANCHOR SCHEDULE.i0EFERIENCBI ••• CHEDIJLLE EFERENCE CONNECTIO +'TYP.)'•:• • • •CONNEETII TYPE 1' 1/4 -20 MACHINE BOLT b NUT ) 12" O.C. (TYP. TOP & BOTTOM) s • • ••s w • EOU• •1/.1►" MAX. • • 17 • • Sa CONT. • —ALT. LEG DIRECTION (TYP) GLASS OR DOOR SEE MIN. SEPARATION • ACE All EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4 -20 MACHINE BOLT t WINGNUT (• 6 -V6' O.C. ••• • • • • • • • • 'z • • W J W 01 4 o. • •• • • ••• • e ••• •• or• SERA1RATIOA6 FROM «GLASS SCHBOULE l(TAtI 1/4 -20 MACHINE BOLT b WINGNUT (A 6 -1/4" O.C. SEE STORM PANEL SCHEDULE "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 5/e" CONNECTION 'TYPE 1 • MAX.' T EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION. TYPE 1 • BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1. 1/4 20 MACHINE BOLT & WINGNUT 6 -1/4" 0.C. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING • N O W 0 • WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F- TRACK EDGE DIST SEE MN. SEPARATION FROM #-GLASS SCHEDULE (TABLE 2) �ri.i1 ,,,, QIMIV 1 11111: �I!t SEE STORM PANEL SCHEDULE SEE MIN. SEPARATION F OM GLASS SCHEDULE (TABLE 2 1/4 -20 MACHINE BOLT t WINGNUT (• 6 -1/4" O.C. W ALUM. OR GALV. STEEL SPACERS AS REO.O 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 • O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL IN 5/e" STUCCO FINISH (LEG MAY BE REVERSED) x r ID z tai J J W z 4 WIRE LATH MAY 0. BE USED AS TYPICAL X REINFORCEMENT OVER 4 LEG OF "F" TRACK E 0 "P' TRACK CONNECTION TO SEE STORM PANEL SCHEDULE NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" N e 3/4" T MIN. STORM PANEL SEPARATION 1 FROM GLASS SCHEDULE L • MINIMUM SEPARATION MINIMUM SEPARATION FOR INSTALLATIONS FOR INSTALLATIONS 2 30' OR LESS ABOVE GREATER THAN 30' GRADE ABOVE GRADE -POSITIVE (INCHES) (INCHES) DESIGN ACTUAL SHUTTER LOAD(W) SPAN (L) SYSTEMS 1 & 2 SYSTEMS 1 & 2 (FT - IN) (PSF) MIDSPAN MIDSPAN ALL CONDITIONS TUBE BOLTS 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 40.0 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 • 2 -1/8 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 •1 -3/8 50.0 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 ' 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 . 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 60.0 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 3' -0" 2 -1/4 3 1 -5/8 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 70.0 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4. 3 2 7' -9" .2 -1/2 3 2 -1/2 x3"xl /4 "xl'- 1 -l/2" ANGLE 1/4 -20 STUD W /NAT 1/4 -0 POWERS CALK -IN W/ 7/9" MIN. EMBED. IN CONC. @ 3" O.C. OR iLALUMNUM p 1/4'0 POWERS STEEL j EMBED.I CONCRETE MIN. EMBED. IN CONCRETE @3'O.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. 13 -1/2- EQ. Ea. 2" x 2" x .125- MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 15 GAGE GALV. STEEL ANGLE .5- PTIONAL HANDLE LOCATION ANGLE , • MAY VARY IrI B "x3 "x1/6 "xr- 1 -1/2" ALUMNUM ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 1/4 -20 STUO A INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -O". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE :1-1/2" = 1' -0" \O OT 1- 1 /2"•x 1 -1/2" AL. STUO ANGLE 1/6 -20 5.5. BOLTS & WINGNUTS (ip MIDPOINT OF PANEL SPAN OR Sr O.C. MAX. ITYP) ALT. CORNER DETAIL SCALE :3" = 1' -0" PRODUCT RENEWED as complying With the Florida Bolding Code Acceptance No • L Expiration Date O BY Intend Mishit o$2 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 2 - 0 5'3/.05- E:Oration Date o oo 2. By (tJI 1Q Miami ct Control Division 0 05/23/02 11:08 C � G 0 uow O - (oJ WuNU-� �WZ08 (EZ ^9CD 0 0)) 0. revlsfons date 07/19/1999 [scale drawn by AS NOTED I MC design by )(checked byj VJIC 11 VJKJ drawing n•. 99 -230 I sheet 3 of 4 x3"xl /4 "xl'- 1 -l/2" ANGLE 1/4 -20 STUD W /NAT 1/4 -0 POWERS CALK -IN W/ 7/9" MIN. EMBED. IN CONC. @ 3" O.C. OR iLALUMNUM p 1/4'0 POWERS STEEL j EMBED.I CONCRETE MIN. EMBED. IN CONCRETE @3'O.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. 13 -1/2- EQ. Ea. 2" x 2" x .125- MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 15 GAGE GALV. STEEL ANGLE .5- PTIONAL HANDLE LOCATION ANGLE , • MAY VARY IrI B "x3 "x1/6 "xr- 1 -1/2" ALUMNUM ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 1/4 -20 STUO A INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -O". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE :1-1/2" = 1' -0" \O OT 1- 1 /2"•x 1 -1/2" AL. STUO ANGLE 1/6 -20 5.5. BOLTS & WINGNUTS (ip MIDPOINT OF PANEL SPAN OR Sr O.C. MAX. ITYP) ALT. CORNER DETAIL SCALE :3" = 1' -0" PRODUCT RENEWED as complying With the Florida Bolding Code Acceptance No • L Expiration Date O BY Intend Mishit o$2 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 2 - 0 5'3/.05- E:Oration Date o oo 2. By (tJI 1Q Miami ct Control Division 0 05/23/02 11:08 C � G 0 uow O - (oJ WuNU-� �WZ08 (EZ ^9CD 0 0)) 0. revlsfons date 07/19/1999 [scale drawn by AS NOTED I MC design by )(checked byj VJIC 11 VJKJ drawing n•. 99 -230 I sheet 3 of 4 • 0 N N 0 0 0 0 N N N Print Information: r I FASTENER MAXIMUM SPACIN•G(I41:Hgar ANCHOR SCHEDIIL. DESIGN LOADS AND SPANS Ra G�1IIFOEO P(M VtRIOUS • a OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. ANCHOR TYPE •' :MIt 2:ttR DU • TAA•ICE vim. MIN. 3" EDGE DISTANCE LOA€ (W) PSF • ••• PANS UP TO 3• -7" =MOTE 1), • • SPANS UP TO 5' -3" (SEE NOTE 1) PANS UP TO 8. -5.. NEE NOTE 1) • • SPANS UP TO 3' -7•• (SEE NOTE 1) SPANS UP T ' 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) MAN" (:EC N J 1) • 1 'NEL•TIOI • TYPE 1 2 •• •:. 3 • COt i•I�PE 1 • ELTIUN 2 3 D IN6�CTIONCONNECTION •TYPE 1 2 3 TYPE 1 2 3 ONNECTION 1 TYPE 2 3 ONNECTION TYPE 1 2 3 11 11V11111111i 111i11Ni1i11i111i►d> 1/4 -0 ITW TAPCON 1 -1/2" MIN. EMBEDMENT 11 48 • 1!.51::124 •U 8 W. 12, 1i.i 12. 910 • 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 W/ -62; 1=.5 a 2.s 1t'S k. Ili !1. 12.5 6 '7 12.5 12.5 123 12.5 12.5 12.5 12.5 7 11 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 64\111`: 4:'1,101111% ,x. * ) 'g' °° """'° " °' 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11. 12.5 6 '7 12.5 12.5 12.5 12.5 12.5 12.5 12.5. 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 ' 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 123 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 / 4 12.5 11 10 12.5 4 7 10 3 5 230 10 i'i 4 10 4 10 4 10 3 5 10 3 5 10 3 5 till 1/4 "0 POWERS CALK W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW -IN 48 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62'12.512.512.512.5 12.5 12.5 8 125 12.5 12.5 12.5 125 123 12.5 10 12.5 72 12.5 12.5 12.5 123 11 12.5 • 7 • 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 • • 92 12.5 12.5 12.5 12.5 9 12..5 • 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 • 7 12.5 • 7 12.5 7 11. 12.5 1 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25. 6.25 6.25 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.25 6.25. 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4 "0 ZAMAC W/' 1 EMBEDMENT POWERS NAIL -IN -1/8" MIN. 72 6.25 6.25 6.25 6.25. 6.25 6.25 5 6.25 6.25 6.2 6.25 6.25 6:25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 6 6.25 5 6.25 6.25 6.25 6.25 5. 6.25 6.25 3 6.25 230 6.25 3 5 6.25 5 6.25 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 ;■ 11111111111111111 11111111111111R� 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 48 12.5 12.5 10 125 7 9 4 123 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 5 7 3 12.5 12.5 12 12.5 9 8 9 3 5 72 12.5125 7 10 4 6.25 3 12.5 12.5 10 12.5 5 7 8 4 92 .11 7 5 B 3 6.25 3 12.5 8 8 10 3 5 7 4 230 6.25 3 6.25 3 `.25 / 3 7. 4 4 7 0 4 7� 4 `4,.•`,.i64v,,,•, .,.64- • 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH.1 /4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 123 125 11 12.5 • .7 12.5 12.5 123 12.5 12.5 12.5 12.5 6 8. 62 123 12.5 12.5 125 9 12 5 12.5 12.5 12,5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 10. 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 6 10 4 12.5 11 10 12.5 4 7 10 3 . 5 230 10./4 10 4 10 4 10 3 5 10 3 5 10 3 5 1/4 "0 POWERS W/ 7/8" & 1/4 -20 STEEL MACHINE 48 12.5 125 12.5 12.5 12.5 10 12.5 6 12.5 12.5 1Z.5 12.5 12.5 12.5 12.5 7 9 CALK-IN EMBEDMENT STAINLESS SCREW 62 12.5 12.5 11 125 10 7 10 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 72 12.5 12.5 9 123 6 6 9 4 12.5 123 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 04 4 12.5 12 11 12.5 4 8 11 3 6 230 9 /// 4 9 . 4 9 4 11 3 6 11 3 6 11 3 6 48 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 p U ) 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 / 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 1/4 "0 ZAMAC W/ EMBEDMENT POWERS NAIL -IN 1 -1/8" MIN. 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.25 5 72 6.25 6.25 6.25 6.25 3 5 6.25 O 4 6.25 6.25 6.25 6.25 3 6 6.25 5 230 6.25'0 4 6.25 4 6.25 4 6.25 / 5 6.25 5 6.25 / 5 .. FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. ANCHOR TYPE 04) D P SF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 C)O o f jt��, -n› 1/4 "0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATIONN SHHEAR PARALLEL OR'PERP. TO WOOD GRAIN 48 11 11 11 11 11 11 11 11 7 6 2 11 11 11 11 11 9 11 8 5 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 S/16 "0 WOOD 1/4 -20 SIDEWALK (3/4 "0 1" MIN. ren O.D. BRASS BUSHING W/ BOLT HEAD) W/ EMBEDMENT 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.251 4 92 . 6.25 6.25 6.25 6.25 3 5 6.25/ 4 230 6.25 V/ 4 '/ 625) 4 6.25 4 T A B L E 1 STORM PANEL SPAN SCHEDULE . . • • NEGATIVE DESIGN LOAD ISHALL W • (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4" O:C. OR 12 -1/2" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. 'SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0. 8 -5 8 -5 • 50.0 '8 -5 8 -5 - 60.0 . 8 -4 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 . 90.0 • 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5• -7 6 -2 120.0 5 -2 5 -11 130.0 4 -9 - 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 - 170.0 .• 3 -7 4 -11 180.0 3 -5 4 -10 -. 190.0 3 -3 4 -'8 • 200.0 3 -1 • 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED 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 AND 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' RECOMMENDATIONS. 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' / DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. / 05/23/02 11:22 PROD. RODUCT RENEWED . . as complying with the Florida Balding Code Acceptance No02 "G " 6 O Espi Lion Date 0 007 • By Coatn l Division PRODUCT:REVI(SED as eomplyingwith the Florida Bolding Code Acceptance No 0 2 - 053) • 07 • Expiration Date O 201 4- gy Miami Duff-Product Control Division eons Y • P 4 d A z z 5 0 d 0 z L7 al 5 3 0 r s. N N date 07/19/1999 scale AS NOTED drawn by MC (design by t VJK1 checked b VJK drawing no. 99 -230 s.heet 4 of 4 N'. 'EK IG X. •!ES . f 'D 0' ! <P DDN P. .F .' S 7- • • • •• BASIC WIND SPEED = 146 mph CATEGORY II BUILDINGS (1 =1.00) • • • • • RIS'!DtNTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) • • ••• • • • • ••• IG 0 •0 T* BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING ('P.S. ,j FOR ASCE 7 -02 - PEAK ROOF HEIGHT GREATER THAN 60 EET * BASIC WIND SPEED = 146 mph CATEGORY I/ BUILDINGS (1 =1.00) .._RES/DENT.L4L,_..APARTMENT BUILDINGS _ &_COMMER. CI4L_BIJILDINGS .(RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE .USED fOR THE DETERMINATION PRESSURES FOR A GIVEN OPENING OR OPENINGS- OF 14. 'BUILDING 49-ERE SAID irENINGS OTHER OPENINGS LOCATED WITHIN THE LOWEST $D:FFET OF Bt1 /LDIN4, ANV LUNCH BORNE DEBRI BY MEAN OF IMPACT RESISTANT Gt4SS :OR ADW44T£ HURR VE. OF POSITIVE OR NEGATIVE ARE SURROUNDED BY ARE PROTECTED AGAINST WIND DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH WIND BORNE DEER/ BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE OF POSITIVE 0!? NEGATIVE OPENINGS ARE SURROUNDED BY ARE NOT PROTECTED AGAINST SHUTTERS. * ** SHUTTERS. * ** PEAK ROOF H E I G H T (h) L LESS TITAN 7' -9" L"' GREATER OR EQUAL THAN 7' -9' AND IJfS JHiN 1$ -T. "• • . • • • • • • • • • , • • lam• GREATER OR EQUAL THAN 12' -3" '_ r L•� LESS THAN 7 9 L*+' GREATER OR EQUAL THAN 7' -9' AND LESS THAN 1Z' -3" L" GREATER OR EQUAL THAN 12' •3" POSf1TVE POSITIVE NEGATIVE PoSIIIYE : : : : iii 107.8 • i POSITIVE NEGATIVE POSITIVE NEGATIVE POSf17VE NEGATIVE POSITIVE NEGATIVE 0' - 15' 46.5 81.2 62.2 44.1 - 57.0-- - 62.0 41.1 50,9 61.0 76.8 58.6 71.6 55.7 65.4 a 15' -20' 49.4 57.6 66.1 46.8 60.6 79.' 122.7 43.7 54,1 64.8 81.6 62.3 76.0 59.1 69.5 > 20' -25' 51.7 68.1 69.3 49.1 63.5 91.4 148.1 45.8 56.7 68.0 85.5 65.3 79.7 62.0 72.9 a 25'-.Yo' 53.8 134.3 72.0 51.0 86.0 65.2 113.1 47.5 58.9 70.6 88.8 6Z8 82.8 64.4 75.7 > 30' -4o• 57.1 159.6 76.5 54.2 70.1 76.9 141.0 50.5 62.5 75.0 94.4 72.1 88.0 68.4 80.5 > 401-50' 59.9 126.0 80.2 56.8 73.5 153.3 > 300' - .350' 52.9 65.6 78 6 98.9 75.5 92.2 71.7 84.3 a 50' -50' 62.2 155.6 83.3 59.0 76.3 184.7 106.3 55.0 68.1 81.7 102.8 78.5 95,8 _ 74.5 87.6 BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING ('P.S. ,j FOR ASCE 7 -02 - PEAK ROOF HEIGHT GREATER THAN 60 EET * BASIC WIND SPEED = 146 mph CATEGORY I/ BUILDINGS (1 =1.00) .._RES/DENT.L4L,_..APARTMENT BUILDINGS _ &_COMMER. CI4L_BIJILDINGS .(RETAIL, WHOLESALE) .NDIES; 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD SCHEDULE, PREPARED BY 11115 ENGINEER, BASED ON ASCE 7-05 SECTION 6 STANDARD, FOR A BASIC WIND SPEED OF 148 MPH, AND APPLICABLE IMPORTANCE FACTORS & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD SCHEDULE MUST BE SIGNED SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE: 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE /CHART, * INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ** L = STORM PANEL LENGIJI ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * * * PRODUCTS WHICH BEAR A MIAMI -DADE COUNTY OR A F.B.C. APPROVAL , Valid is Not A Vaster Drawing, O Iy For One Time Permit BUILDING SC11E1141770 2004 FLORIDA BUILDING CODE - MIAMI -DADE COUNTY+' /1itEINC.\ LLIT TESTING At ENGINEERING COMPANY W. 3ON Sts 302, MOM GAIL R. 33160 (305)8771 -0 06 or : 0051871-1S21 WALTER A. 77WT Jr. P. E FLORIDA Lic. /' 44167 FEB 1 5 2O0e _ ASCE 7 -02 / WIND LOAD SCHEDULES STORM PANELS, ACCORDION & BAHAMA SHUTTERS AS SHOWN SCALE WIND LOAD SCHEDULE BASIC WIND SPEED = 146 mph EXPOSURE C, Kd = 0.85 4/6/02 DATE arr. As Omaernew P par =.. ae Dtsawnett Aar 02 -247 DRAWING NO /1=4' NEW st;w LMr f0/Jr/OI 12.r Ate► •ROY c•rr 2 ABC 2004 ,11/21/05 A ACE 7-02 1O/12/[C SHEET 1 OF 1 DESIGN LOADS INDICATED BELOW SHALL DETERMINATION OF POSITIVE OR NEGATIVE OR OPENINGS OF A BUILDING WHERE OTHER OPENINGS LOCATED WITHIN THE WHICH ARE PROTECTED AGAINST WIND ONLY BE USED FOR THE PRESSURES FOR A GIVEN OPENING SAID OPENINGS ARE SURROUNDED BY LOWEST 60 FEET OF BUILDING, AND BORNE DEER/ BY MEAN OF IMPACT SHUTTERS. * ** DESIGN LOADS INDICATED BELOW SHALL DETERMINATION OF POSITIVE 01? NEGATIVE OR OPENINGS OF A BUILDING WHERE OTHER OPENINGS LOCATED WITHIN THE WHICH AR£ NOT PROTECTED AGAINST WIND ONLY BE USED FOR THE PRESSURES FOR A GIVEN OPENING SAID OPENINGS ARE SURROUNDED BY LOWEST 60 FEET OF BUILDING, AND BORNE DEBRI BY MEAN OF HURRICANE SHUTTERS * ** RESISTANT GLASS OR ADEQUATE HURR /CANE IMPACT RESISTANT GLASS OR ADEQUATE PEAK ROOF HEIGHT (h) Le* LESS THAN 12' -9" L" GREATER OR EOUAL THAN 12' -3` L" LESS THAN 12' -3" L"• GREATER OR EQUAL THAN 12' -3" POSMYE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE .> 60' - 70' 58.8 107.8 53.5 92.7 79.0 128.0 73.6 112.9 > 70' - 80' 60.5 110.9 55.0 95.4 81.2 131.6 75.7 116.1 > 80' - 90' 62.0 113.7 56.4 9Z8 83.3 134.9 7Z6 119.0 a ea' - 100' 63.4 116.2 57.6 200.0 , 85.1 , 138.0 79.' 122.7 > 100' - 120' 65.9 120.8 59.9 103.9 88,5 143.4 82.5 126.4 > 120' - 140' 68.1 124.8 61.9 107.3 91.4 148.1 85.2 130.6 a 14o' - 160' 70.0 128.3 , 63.6 110.3 94.0 152.3 87.6 134.3 a 160' - 180' 71.8 131.5 65.2 113.1 96,3 156.1 89.8 • 137.7 > 180' - 200' 73.4 134.5 66.7 115.7 98.5 159.6 91.8 140.8 a 200' - 250' 76.9 141.0 69.9 121.2 103.2 167.3 96.2 147.6 > 250' - 30o' 79.9 146.5 72.6 126.0 107.3 173.9 100.0 153.3 > 300' - .350' 82.5 151.3 75.0 130.1 110.8 179.6 103.3 158.4 > 350' - 400' 84.9 155.6 77.2 133.8 114.0 184.7 106.3 162.9 > 400' - 450' 87.0 159.5 79.1 137.2 116.8 189.3 108.9 167.0 > 450' - 500' 89.0 163.1 80.9 140.3 119.5 193.6 111.4 170.7 .NDIES; 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD SCHEDULE, PREPARED BY 11115 ENGINEER, BASED ON ASCE 7-05 SECTION 6 STANDARD, FOR A BASIC WIND SPEED OF 148 MPH, AND APPLICABLE IMPORTANCE FACTORS & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD SCHEDULE MUST BE SIGNED SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE: 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE /CHART, * INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ** L = STORM PANEL LENGIJI ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * * * PRODUCTS WHICH BEAR A MIAMI -DADE COUNTY OR A F.B.C. APPROVAL , Valid is Not A Vaster Drawing, O Iy For One Time Permit BUILDING SC11E1141770 2004 FLORIDA BUILDING CODE - MIAMI -DADE COUNTY+' /1itEINC.\ LLIT TESTING At ENGINEERING COMPANY W. 3ON Sts 302, MOM GAIL R. 33160 (305)8771 -0 06 or : 0051871-1S21 WALTER A. 77WT Jr. P. E FLORIDA Lic. /' 44167 FEB 1 5 2O0e _ ASCE 7 -02 / WIND LOAD SCHEDULES STORM PANELS, ACCORDION & BAHAMA SHUTTERS AS SHOWN SCALE WIND LOAD SCHEDULE BASIC WIND SPEED = 146 mph EXPOSURE C, Kd = 0.85 4/6/02 DATE arr. As Omaernew P par =.. ae Dtsawnett Aar 02 -247 DRAWING NO /1=4' NEW st;w LMr f0/Jr/OI 12.r Ate► •ROY c•rr 2 ABC 2004 ,11/21/05 A ACE 7-02 1O/12/[C SHEET 1 OF 1