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712 NE 95 St (7)Inspection Number: INSP -18207 Y 3 1 � Permit Number: BP2005 -1438 Inspection Date: 05/23/2006 Inspector: Grande, Claudio Owner: YAO, LIANNE Job Address: 712 95 Street NE Project: <NONE> Tuesday, May 23, 2006 Miami Shores Village, FL 33138- Contractor: EW REED INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132060141920 Lot: Phone: 305 - 759 -5271 Permit Type: Imported Permit Inspection Type: Doors Work Classification: <NONE> Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -18207 Y 3 1 � Permit Number: BP2005 -1438 Inspection Date: 05/23/2006 Inspector: Grande, Claudio Owner: YAO, LIANNE Job Address: 712 95 Street NE Project: <NONE> Tuesday, May 23, 2006 Miami Shores Village, FL 33138- Contractor: EW REED INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132060141920 Lot: Phone: 305 - 759 -5271 Permit Type: Imported Permit Inspection Type: Doors Work Classification: <NONE> Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /12/2005 Applicant: JOHN Owner: YAO JOB ADDRESS: 712 Contractor E W REED INC Local Phone: 305 - 759 - 5271 Parcel # 1132060141920 NE 95 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1438 YAO JOHN ST Contractor's Address: 13400 NE 17 AVE Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 10 & 11 Fees: FEE2005 -13448 FEE2005 -13449 FEE2005 -13450 FEE2005 -13451 FEE2005 -13452 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $120.00 $1.20 $0.40 $3.00 $3.00 $127.60 Total Fees: $127.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/1/2006 Construction Value: $1,840.00 Work: REPLACEMENT OF DOORS Page 1 of 1 Signed: (Contractor or Builder) BY: BLK 67 LOT SIZE 10 14 05A11:51 PAID �fG In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 430 Miami Shores Village Building Department Permit No. Job Name Date BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.897 14? .2x7e Into;z Do 0 2 15 7%107 �� A c 7. 4— < S Go L.P Iii► FA GT off- PAO7&crrTo -r c.9 .0, 6M7e/L3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATIO 1. a �= FBC 2001 ;EP Permit Type (circle): Building Electrica .- 4 = bing Mechanical Roofing Owner's Name (Fee Simple Titleholder) • John & Li- ..e Yao Phone # (786) 423 -7017 Owner's Address 717 N E 95th SfrePt City Miami Shores State Fl. Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Contractor's Company Name E.W. Reed, Inc 712 N.E. 95th Street Master Permit No. Phone# (305) 759 -5271 Contractor's Address 13400 N_E_ 17th Ave City North Miami State Fl. Zip 33181 Qualifier Edwin W. Reed, III State Certificate or Registration No. CG Architect/Engineer's Name (if applicable) $ Value of Work For this Permit $1,840.00 Square Footage Of Work: NA Type of Work: ['Addition ®Alteration Describe Work: Replacement of Doors Submittal Fee $ ❑New * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ CO / /CC Technology Fee $ 3 00 Zoning Bond $ Notary $ Training/Education Fee $ Scanning $ 3 - XJ . Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ !Z :. 60 (Continued on opposite side) Zip 33138 , Certificate of( — ,.a. ❑ Repair /Replace ['Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoinl.instrument W'as...acknowiedvd befq eme this day of ,20_,by _ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of f►')r�c�c -2005 , by N v1 W (Lee , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1 c aka \^, Commission ! .µY = COMMISSION MORENO My Commission Expires: My # y .:,_ h; Y COMMISSION # DD 233197 ��,�. Sa EXPIRES: July 20, 2007 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �J Ff gj. *tydrdwrir outi mmwiftife.* .: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDRESS 3 12 NE � q5-r ST. L CONTRACTOR E W. 2 . E ED, 1 N C . PERMIT TYPE IZEMODEL DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT SQppj - q SE, DATE 8 OWNER D12' JOH � LJA N NE Y/\ "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT RE!"..1OVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 81 t nS tnln (IG SV8 0 C rary On1KHAr - • / I 11 --- -�� j1 • • • .ITEM • .: .. • , ' �• .CMAft • • f • . • .3 11) Si". • • .....• • + , .. ; 1111UIIIUUIfiUUU1111111f11d; _._ rA N. 04% „ rnimli OAnmonw 1 I $iS IIII9 OEIXWIN 1•\ t ns unlllr flaw //y! 1! .)07. -02 I.? - •r •-- -•— 0- • •• •• • • • • I • • • • • • • • • • • ••• • • • • • • • • • • • • •• • .• • • • • • • ••• • 4 ••• • • • • • • • • • • • • • • • • • . •. • • • • • • • •1 • • •• • • • • • • C - • • • • • • • C • ••• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • r• • • •• ••• • • • • •• F 1 E:03mlo LOOaA f ns moo uwnu nuvw Ulf m10 011011) 1101.111 i rl 11 -- ir a/ 404 • ti'”' •° f e'' . [}091 1 fl 1 PROOSED 1= 'I_O0 PLAN SCALE: 1 /4 "Q 1' --Q'" w r v / ? v9 � 1 7 •/ i ?2 11 1xISlnIc OEIIfOU34 ►x1511110 11EUnoou 8 E7151n10 rnno n E:n51n10 rou. • C COe.. 0:1- ••-•i ±.-.2-71-7_ 7 .414; ;N , . yr? A O JA,A. 1" a c 9 -ze.„ ?.• I/ //5 Cq. c „., c/ &'/ 6 . P., %--seaCe74•Sic -t . 1 r 7 r PROPOSED _ _ WEST LEVA • • • • • • • • • • • a . • • • • 4 .;7\ • • • • • • • • • • • • • • • • a, • • • • • • • • • • i7=' • • • • • • • • • • • • • • • • • • • • • / • ir••• / • • • • • • • MMI�DADE BUILDING CODE COMPLIANCE OFFICE 11CCO) PRODUCT CONTROL DIVISION � NOTICE OF ACCEPTANCI4;(N0A) Florida Storm Panels, Inc. 14475 N.W. 26 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 - viewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (Bog A) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AILJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/ the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for uality assurance purposes. If this product or material fails to perform in the accepted manner, the manufactur 'will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of s Oh product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determ -ied by Miami -Dade County Product Control Division that this product or . material fails to meet the requirements cif the applicable building code. This product is approved as described h Lein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. t '' DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing!No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Be ardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Coun Product Control Division. MISSILE IMPACT RATING: Lar$ie 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 occ after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of th +!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 ease for termination and removal of NOA. ADVERTISEMENT: The NOA num I b r' 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Hetmy A, Makar, P.E. r2P o S MIAMI -UADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOA No 02. 1120.02 Expiration Date: 01/23/2008 Approval Date: 0I/23/2003 Page 1 .wcsE1'1411106 AO,-+M TY�41 1a1L MEE 1 00' r Y � 13>~• r 1182' Fllgr I 1 ` -- -D• PANEL COAX/AGE oliCP, PA/EL 14 .4 .10 PANEL L64G11U- - - ---- waD..,- Ss` snro1 e T� r g L „„ y it a r � @ oar T �� TIP � 1011'} 1 ..___ 2'2'1 �''� L.- tea . SnmO'Ad7[. MAX @ 517 DEEM ufAi? tYlDW7CLO`3FE ANGLE - GENERAL NOTES: L Thes 500750 ST51Et71445 DIN DESlCJFC AID TESTED A5 • LARGE Tt3 E 1tPA(5 NPOIEC11VE SYSTEM M ACCOoamc? mTM T'{ FLORIDA WW1% COOS 201 1,40 PROTOCOLS TAS 20l FOR LATa a traste IsrAcs. TAO 203 FCR u0FCR, 61A71C AR PIES' NE Am TA5 2E5 POR MIX allml2 LOA LAPC 2 b 533 P17E4E N ALLOAMOLS 5111E59 103 9EER USED a TRUE OM O774 CF RE 441.1:0159 SPACNC• TARES. 3 PO911TR Ara P[Gd111E DESIGN PRESSURES TC BE ISEa or. 'ICSE 2RATINGS SNALL OE DETERaU D Tyr ONERS ON A .460-91:CrIO 154515 h A CC00.4 1PP On1 104E GOND*0' =CI 11-N4 ASGF 1 - 96*WED TO G4&CI.ATE PRE%uRE9 FOR U5E 0114 THIS PRODUCT. IA 115E ct • 2444FCTIMeth PAL1t1. UCa.01#' IS ALLOW A 71z ;14 f:ER Sr5INT WALED 111571 IS GENERIC dap 130E5 NOT PROODE 00101•1104 We d SPECF>C STD. 3.r4 COI•DITIO 4 DE1 ATE rRO 1 ME C01401T1015 DETARED 15(50 A LOWED DDINFER J1: 9EGP,TEIEO 0 PREPARE 6 61:7E-Caw DOa,VI s TC 6F USED M CCVAJCro: UN 11451300.17E40 5. FEf3'NT NCLWR 44011 YE/EFT TIE ADEg1ACT OF 11E Ext5T41G VIACOM TO I3( ADDIT1Q1AL 0005FD LO /D5 6 5%041 PAWLS SHALL OE Any 51EEL (GALVM4I= NEDG ES5 t .0075 P5lI 0F01000 TO 15)1 A653, STRI C1U RAL. OWUIY (RAU 2'10 G70 GALY. COATING ON A PO6 ry970 IC,1. ALL 05 NULL e! k'f6S - •5.'14710 Attar. UNO. 1 PAa€LS 5N4 eE PEER/PERTLY LA02LED RN A Metro DF ONE ',.Wt1 T 5R °A/E1 AB FOLL015 FLORIDA 575011 NO OPA- „OcAAELO1aDA TRW - DAME worts moo C.INTRDI. Arc -ammo 0 5T001 PANELS Ur* SEEN DE61W{D 4711D T_5TID TO 71.5 rAxS11I 550445 aO LDAeS b4. 44 01 7ESE 1.311•1•0 65 013TRPCE CONSTRCTIUTN TE5Tro Cc5PC AN04 (CTCJ OP MINI. R.. TEN REPOte 010 02.04. V. TO. . ec1'QT DETAL5 91014 FLT EE RTr INITG'D 1B FF1J COOITIO.49 DICTATE PANELS MAY CE •+CIMTEO 04Op1DDALLY WERE IPFLUCJBLE Er„E! I Fla 715tema CO.D. ryas PG.(L 1. ••• (*0N .ryLO =¢5 A ALL 0275 4 044ER5 6 UALL eE PC COd1ED. 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C. 05 RIfC. 91 RAM•(. OJea --1 111--- r0• 1- 3yr' r'A1( enr 0656• 100• - O•50- TYP "1 TT P. s '.'1001.( dnAlO•- I000• 1000' • - a 2 eFiC 0.063 i �HEACER DID CAP - 191 7' 0061' - 0067' 1 .-- ^ i T a2' -- i r 510 - 01* & BOTTO 1 'U• TRAM 11.5740 C4Cto'E. Gctica 5,0 GR FOOD FRArSC -, O 0 40j PI(11I7 C OVAE CSTA{L O 411 0590• OYEKAP WINN Port Gout V O4 J -Pa. CLOSNIQ: ••ECE ®'•E DETW,5 41.0 V LEG 011iE1.1L nn' ML SOMEWAY: 444544054 • e VG 4.04 WOW WW1, Les% NAP OR FO=AL TO a1P4ISLE MMUS 55.5040.E FOR d4T WOFP •DOE 41(.00.7. FixE DEXN 111007 GREATER turn. 81tsr. leM 411 *ME CLOWE PIE¢ 04.4 0414 •1(7•0145 • OF OC. F 75AP 44OUTO CLOTIIFF 057.11 `- niy. gfr 2 / [ TOP -- (IM7P. to ••••1. rIV R00 Imm TIP STC706�� 002'7 maw (CO.. i 00 17•C u ,F/lrlr - J - (:) M. MG1Mr ELEs.Ttom •••••• ,wore 445 4 ?Caw Lam. LAM rail MOMS CP611WIM .4• rtII. GAP {brill DEO NOM /CPaleek Mine C d r) JA RPPX L mlotAR00. PE ISSOY6A •*_ i' .,Pax 110(.1 Pall vtu;xN MPS tri• SJ, 0444041 1 1.10 314 m.14 mm U47O117 7a16M11F FAy(B5D • 5v48. • ITDEPM 4164 49055Q121 WAR LOME • 71x now a s PPE IAA49 n MOM t I \ '4. `}wPLM OO Sv aasTa c 0 I nFF •IBC. !WOW_ 640. 1 .411 SAW. WV* .r7..'4 441 441II •9414!0 . Mb. •• • 2'4/59. 046E AWMP PSI• MPM 12R4.1 TYPG4L MOO N..EVAMON 0E010 COST1W_T101 sac T> 5µ EET 1 Cr 4 I 8 P R @ lR93 sC.°iSt�iQt'Ki [fi (tidies) SeparamB �� Et' =30' 1 >3r 120 0 - 0• 13D 122" 30 a - r 137 10' - 5° 3.05" V - 0" 125' 35 8'- 0• 2.10' 1a -0" 3.00' 215' 1.29" 40 b rn 2.75 2.7 3AU• 347 !e to m zn 275" 1.3r 45 2 75" 2.41' 29Z 2 9? sa 6 - 0' 275" 1.30" B- 10' 275' 273' ._.r_ 2.7m_ 145 �, r- 1' 2.75 244' S -0• ro 2.75' 15r T - 0° 215 2.24 I 8 P R @ lR93 sC.°iSt�iQt'Ki +1+�� I i i.. tnb ti. M=" in 1.1b . tab it tvto j 4bbb+ to to to to to to to F. Ir► -i.- to I I €irbbtotobhl•.S:bbiMtoto*.to J ibbte6 bAtObtobtot. 100 110 i 120 13D cit. 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OR amp FRIf119 Sq .160CR 90E00A= OT rr e. sracVle. C / 1EADERr..•.L ;taw • IK)It+ T.MMN. 11b6 O,aOM •I• cT COW TT•E OM/ROTOR WITCO TJ FOR Pal( "Ma. U65'1 .." TO � t TO i EL 1141 ea age TO 3aC. 11C.X OPTIONAL INTERIOR MOUNT INSTALLATION! DETAILS Ex15TW CArJFIF Nr11100 moot oe axa •w.��r `.EE JIDfX ROW 8AMEO d 1r FS d 61RICTOZ: 6 r?JMT SE:TICN V r<M'pN' 1.046 NIA IR ETRATTCR OR S. RcDT7 c•-•46 9EP.Oe1 % [5@ T6SF 77 11 6LUaG FOR PIIKR'Lr 4�S21EG ERA_T 'g REFERECE JPOOR SCLROLE 11 FcR PI6x. SPACRi ENSTIN6 CPCiETE. Rain mmC ar ICCO rslaor. A1GICTJ SOEO.e4`5W 0. wry OP GIN ICIURE CA SCRIcra Tr.e RIA0 .PGROIQ s04:N. J! TA •GR PUK WOG . BOEOaLE 11 Pwc sacw CLIP LOOKS Lao PANEt RAW AGawST TOP TRACK /COW 4fltF EmpseE • Cm 4 [7/ 14 A'6 TO TRACK (0) ae4DEi TR4a �1Q4'P1 .L ADJA[E711 P6-EL 1 _ TNT' IV AT RJJSPAJ VCR R Ill WTR 6EMCE ' a.E 4408 PLASTIC KVB5 - 5130 . . J i i . ^ AT Do w on cr 1 E OE Cf GP 51161GTUKE r/'OP*S7�D. (21 •ti LLC - / PAELTIATES ST BOO`t � TYPICAL 1 I � FASTE FA+ PL 40J4CEPT TO LAST �` � �•% - PNEL • 801101 L (J !1W A41EU 141Eb (1PT. A. : ,0' max IlQ 4 16 $ . n: !. P{:45 FO (1 / IST.& CALK. M AT OCT HOLE 1'TOIAT 6:CTIO;1 p�} • •COR5 LAST Pa1Fi_ ^ANTE AC4I � • TOP. FA OELP I LL MQIU Ex I ELE.ATCR Me, Mt Tqwe J 9 3 T... DA • ^ OwIL PL151C 06 TO EA pM SP PAPANL S�. ET41L TO LEFT/ CALK - M CLOSC:T TO LAS (F 1T 14 F/ .J' .Ia.OW.Pi' Ak e • MOW r// .4 6 TO TIRAc _ TOP sr.IR•CK OR TCT• 11'- TRACIK aasTE1J TO STM1C111TE PER SECTIONS TO Lf DOT•Crt H 1801:4. OR 6OTTQt L' TRACK !.ASTER TO STRICTURE PER PEWS I NF0 TO LET. - . cikagwth e NOM n J7 NOM n _ a•�� 1111n10i+e OW_ FRNT OuEET: 3 or 4 HOLLOW CONC !LOCK 1 114'3 woe EI 0 ELDD TAPC1)N Tamp pq= 218.90 9a4(.) = 396.00 39 49 56 72 130 125' 127 127 127 625' 1617 16.7 16.7 137 97' 167 127' 8.7' 59' 36' 15.7 12 S 10.5' 63' 67 125' 15.7 7.7 627 12 3 57 625 10.4' 47 627 97 37 625^ 9.7 3.6' 9.9' 7.r 6.5' 80' 66- 125" 6.25. 625' 625 825' 127 5.4' 10.7 3.r 9.7' 36' 9.7' 3.6' 9.2' 37 7.9' 6.2' 67 67 67 114l72' EMBED 39 125' 160' 167 1. 125 16.7 12.7' 107 127 167 or g ALW'00165S01105ET 49 125" 197 16.7 131 125' 167 87 82' 127 167 67 66' LEAC 6HELD N1 R t 59 12 5' 167 147 11.0' 125' 167 6.7 69' 125' 15.9' 5.9' 6.4' Imp (lb) =399 72 12.7 16.7 97 017 125' 15T 59' 6.4' 125" 159' 5.9' 6.4' map 0/1= 233 130 12.5 159 5.9' 8.4' 12.5' 155' 5.9' 6 4' 125 15.17 sr 6.4' 1 it" x 1- 1(rEwa) 39 127 150' 167 12.2' 12.5' 147 7.3' 7.7" 627 112" 5.1' 62' 13.COPANESMATE 49 125 180' 11.9 9.7" 625" 11.6' 4.9' 67 627 9.4' 36" 49' t 58 125' 154' 87 8.1" 627 9.6' 3.7 61' 625' 9.1' 34" 47 Tap (e) • 204.75 72 825' 124' 55" 6.5" 627 9.1' 3.4' 4.2' 61.5 9.1" 3.4 4.7' Vap (lb). 23350 130 6.25' 91' 3.4" 4.2' 627 9.1' 3.4" 4 T 627 9.1' 3.4 47 . "nu1111 '161Y3 001:1100 LOAD 1Ps6 SPANS UP TO 5.508 CONK TYPE C7 C8 SPAS 1P 8.612 CONN TYPE C7 C8 75' 52 3.4' tlf x 1.34 u496D 39 16.6' 15.7 160" ALL- Ponc8SOLID -UT 45 aco TAPCON 45 130' 137 55 11.2' 8.7 LEAD61183DMIC710R t 3013320 09 0014Z) 55 15? 168' to m Tc W (r► = 358 Yap(4b)•249 Teo (b) 336.9 65 12.9' 92" 144 a 1.114' E141MD 39 8.7 Ytap (04. 30"3 72 11.6' 63' 39 16.0' t mar BAKED 39 160 160 157 100 4.E ALL-POWs SCUMS 45 16.0 14.7° 13.7 9.3' do tE10SHELDAOO$ R p 55 167 120' 10.7 16 Yap 04 • 233.50 Tr l5.= 426 65 144" 102" 9.5" 5.1' LEAD SRE&A4RC1vR t Yap (10= 429 72 130' 97 95' 6.2' 72 117x2'941® 39 166.7 11.5' 4r kr lo h II 130 a( PAN13*4TE 45 14.1' 10.1' 151 x3" U49ED peal ]750 PSI COIIC) t 55 11.5 8.7 16.0' 92' 1217 kip 00F297.60 65 97 711" 125' 16.0" 8.9" 12.4' Vow (I) = 5 a 2c, 72 8 7 6.7 HOLLOW CONC !LOCK ?IC x1- 11r>3)B6D 800 TAPCON Tap ()10.17400 5339 94 - 319 . W 39 - 45 55 65 72 127 82' 107 7? 417 5.8" 75' 4.9 6.5' 40 N 1 M in 41 b m N Mf go 75' 52 3.4' 171^27f6' 39 167 12.3' 16.7 160" ALL- Ponc8SOLID -UT 45 147 1o.r 45 :OI 1E6n6:60.646mOR t 55 11.2' 8.7 LEAD61183DMIC710R t 55 Tap Oh) .241 05 9.9 7.4' 16.7 Tc W (r► = 358 Yap(4b)•249 72 80 6.7' 4 4' 15.9' 144 a 1.114' E141MD 39 8.7 lo Jiv li II el 1.4b 44 ELCOPM(EUMTE 45 39 16.0' t 55 b t bt M1 1300 PARELINTE Taap Qb)=29630 65 18.7 4.E Yqo (lb). 196.99 72 55 HOLLOW CONC !LOCK W x 1.137 EMBED ELCOTACCAN lay (El. 21600 vow Mr- NSA 39 45 55 65 72 167 160" 11.7 6.7 5.7 167 16.7 16.7 14.E 137 75' 52 3.4' 155' 13.4 11.7 9.7 97 114 maw 39 16.7 160" 12.4" 167 AL3.4.091T6 SOt1} SET 45 167 160' 67 16 0" LEAD61183DMIC710R t 55 167 16.7 5.5' 16.7 Tc W (r► = 358 65 105 1617 4 4' 15.9' Yap PNI n rig 72 8.7 160' 44 159' IN" x1- 1MEMBED 39 16.0' 16,0" 1.1' 14.5' 1300 PARELINTE 45 160' 18.7 4.E 12 B t 55 163' 167 32' 10.3' Top (b) = 204.75 65 67 132' .7 16.0' 9.1' Yap 04 • 233.50 72 4.7' 12.4' .7 16.0' 91' • @ANCHOR SPACING SCHEDULE ANCHOR NOTES: 1 5P446 4(, LP405 94w .ERE ARE FOR DETER`AIONG # 44OR 9..AiaAC. ONLY At1044A6 E 6T041 Pa4EL 5174E FOR SPEORC W405 4761 56 1 101175E 544O0N 841141 01.1.033481E SPAN 56EOLLE (THOLE 711 L ENTER 4'1C•CR 50!916! ead9ED 0. t1a= EetiFING SIRIZIUM t14TSR AL t AW10 TTY 553001 0E94Y.' L0F0 GREATER TOM OR ECU/ 10 NEOATINE 415542); LOAD 04 6•111ER AND 5r1EQ sem 454414.4 tw4• OR EO4t4L r0 1•4.013$161.01 3 SELECT C0N1ECI4D1 (TEE 84560 04 4P1it•NLA5 (4030 ti 071841104 (505 Y3a1T•4G UCIALS 044 5•IFV5 2 . 2 MR V VORC4704 OF •04'ECTOO4 TYPE& 4 404:1 5 WALL ea M51,11 to N 4CCOFOHR:E tam now 45111685' RECO•E940AT404 5'E7d 5•`•150 S90CIIHE 5 (070 FRh9'a• 3 CC $9 MAY VARY 41EL0 .4R50Y 1w47 '56(4.4455 45.E 11450 A070..4 0000 rguitpar,mmuts R0/ P1'44000. 'WEN N& TP 1'LTMOOD 5 0135. CH.T FM 6:75 0.0SuRE PL -'M5 ANCl -4OR SPACING SCHEDULE Q MOUNT PANELS, IL14LL MOUNT) I 39 45 55 - -- Tgp'5E7.16953 - 65 -- 72 0 p 0 1/4"x2" THREAD PERETR. LAG SCREW Vac 11A1= 82 97 014 x 1.10 THREAD 33 PEIEIR WOOD SCREW 45 55 Tap (lb)•234.00 65 Yap 05). 96.74 72 7116' x 5834 EMBED 39 BRA99BL19114464. 45 11470 S(xrW t 55 Top0b)' 23150 65 Veep R0 a 272 SO 72 160 11.7' 6.7 5.3" 677 EDGE 0L5TANCE 7 16.0 12.4' 16.0' 8.5' 16.7 7 161' 1015. 169 5.6' 16.7 44' 16.17 62 167 4.4' 16 16.7 168" 11.8" 6.9' 5.3 167 16.0' 16.7 15.7' 142' 16.7 16.0" 16 155 14.7 6.r 16.17 6.5' 14.4' 3.6' 11.E III 10.4 10 4 8.7 5.5' 3r 167 14 2' 11.7' 10.3 10.3' D 0 114' :2" THREAD PBIETR.LAOSCREW 1E1= W80111- 12.67 114x1.117 39 PE5ETR 96000 SCREW 45 55 Tap 104 23460 65 Yap 58) = 96.74 72 7113 x 58" EMBED BRASS B'iSHING & 11440 SCREW T05) = 231.50 Yup (b) = 232.50 6. WERE LAG 9074 FASTER to samosa FACE 6 SRD FR49FL.F45TEM:R`)OEL 06 LOCATED N 0314.6 CF 405143 2' x 4' (MN/ 44000 511.1 1 '.' C0OC 05*01GE lb 4470tPr41LE FOR 1000 H rwtet 33000 5 54144.4. 54 ctr0 4. M Fw7 4.41'%074 0,444708 DEt3 L AG SCREI4 HULL 44.455 P4at.:P5 PAN HEAD 03 436 4840. t 091501•ATt15 R 1155 ANC:'IOR'i, 9333044 Ate; 5 FOR .715.507 MAW 44 ''A .L4710MS. O. MAC'1ME S S •4033 4AK MNT1)1 Of '1' I!C AEEMENT oF 542445 4 3435 0401074 MO /LT HA4t 5171574 4 PAN 53.x0, 11665 •1 06 511553 "coo (50034..6 003114010 9 rven• FreerreNT MD 0104 DOT( .'L 5)561 ES 5 OR 7 444.3 2154543 . 11 l. II 0999441E5 •43488 C042471 *5 4.014 474E 4341 41..c5•71434.6 FOR 44.E ANCHOR SPACING SCHEDULE , (INSipc MOUNT PANELS. TRAP MOUNT) 39 45 533 72 39 45 44 55 65 72 7.5' 6.5' 5.3' 45- 4. T' 7.7" 6.E 4.6' 4.1' 617 WA DISTANCE 65' 57' 4.6' 3.5" 62 5.4 4.4' 37 3.3' 13.0' 92' 112' 8.0' 9 6.7 1.6' 5.5" 77 5.7 47 42' 4.1' 36 34 4.9' 39' 4? 14 3.4' 3.7 3.7 L2' 7.1" 5..7 5.1' 51' 5. 4.1' 3 7' 54.0 5. EIEw•ROD. PE 4ee0n6n INA U _ Z W " t to W W Q W Z �M W7_ 4 n Q N Q u u D rE`CIQ (Y e t kl 4 �) L _J U U L(1 1 nW t7) o v a J 23' EDtaT: IAST. 25' EDGE DISTANCE 026' EDGE DISTANCO SPA/6 UP TO 550 8 SPANS UP TO 8.678 5.50 8 SPANS LP 8.67 8 TO SPANS UP 10.67 8 TO inn 161' AMC1439 LOAD 13.0' 70 TYPE CORM TYPE CONN TYPt 313UUONO0 1 1/4"x1.34"6183ED OM) CI C2 C3 C4 Ct C2 C3 C4 C1 C2 C3 5 313MONOa ur x 1 -34 6L®ED 39 55 .7 16.7 127 160 16.0" 16.0 125 16.0' 11.9' 135' 900 TAPCY I 142' 169' 6.7 16.0' .0" 161' 12.5' 16.0' 11.6" 13.3 12.5' 160 8 4' 107' 31/11320P9CO51i 1N'd58' EMBED 39 .7 167 127 167 6.9 11.1' 127 16.7 80" 10.3' Teo Et) • 463.0 16.0" 16.0 10.7 160' 17 147 125' 18.0" 8.0' 107 125° 167 87 10.7 Yappe) =4750 T6004.425 65 7 165 12.5' 16.0' 6.0' 10.3' 125" 16.7 8.0' 10.3' 1/4)437 EDAM 66' 167 5.3' /87 .7 16.0' 12. 16.0' 152' 1s.0" 12.5' 16..0 106' 121 •LL-PO003 6011131E7 49 46 .7 16.0' 125 16.0' 102' 117 125' 16.7 7.7 9.5" LEAD SRE&A4RC1vR t 58 57 180 7 16.7 125" 16.7 7.9 9.9 127 16.0' 7.1' 9.2' 1 ( b ) ' 4 2 8 72 72 , 5 127 12.5' 167 7.? 92" 125 167 7.1' 92" Y04611/). 429 130 49 1" 9.7 125' 160' 7.1' 92 125 167 7.1" 9.2' 151 x3" U49ED 39 12.5' 160 16.0" 16.0 125 150 13.3" 15.7 16.0' 92' 1217 F100PANEUTATE 49 12.5' 15.7 16.0' 16.7 125' 16.0" 8.9" 12.4' 125 16.7 65' 9.9' 04613350061cO1q t 58 127 187 14.9' 16.7 125' 160 6.9' 10.4' 127 167 62' 9.6" Tc p (22 37200 72 125" 160' 10.7 133 125' 167 6.2 9 6 12 7 160 62' 9.6' Yap0) = 56510 130 12.5' 167 62' 9.6' 127 16.7 62' 9.6' _127 16.7 62' 9.7 • @ANCHOR SPACING SCHEDULE ANCHOR NOTES: 1 5P446 4(, LP405 94w .ERE ARE FOR DETER`AIONG # 44OR 9..AiaAC. ONLY At1044A6 E 6T041 Pa4EL 5174E FOR SPEORC W405 4761 56 1 101175E 544O0N 841141 01.1.033481E SPAN 56EOLLE (THOLE 711 L ENTER 4'1C•CR 50!916! ead9ED 0. t1a= EetiFING SIRIZIUM t14TSR AL t AW10 TTY 553001 0E94Y.' L0F0 GREATER TOM OR ECU/ 10 NEOATINE 415542); LOAD 04 6•111ER AND 5r1EQ sem 454414.4 tw4• OR EO4t4L r0 1•4.013$161.01 3 SELECT C0N1ECI4D1 (TEE 84560 04 4P1it•NLA5 (4030 ti 071841104 (505 Y3a1T•4G UCIALS 044 5•IFV5 2 . 2 MR V VORC4704 OF •04'ECTOO4 TYPE& 4 404:1 5 WALL ea M51,11 to N 4CCOFOHR:E tam now 45111685' RECO•E940AT404 5'E7d 5•`•150 S90CIIHE 5 (070 FRh9'a• 3 CC $9 MAY VARY 41EL0 .4R50Y 1w47 '56(4.4455 45.E 11450 A070..4 0000 rguitpar,mmuts R0/ P1'44000. 'WEN N& TP 1'LTMOOD 5 0135. CH.T FM 6:75 0.0SuRE PL -'M5 ANCl -4OR SPACING SCHEDULE Q MOUNT PANELS, IL14LL MOUNT) I 39 45 55 - -- Tgp'5E7.16953 - 65 -- 72 0 p 0 1/4"x2" THREAD PERETR. LAG SCREW Vac 11A1= 82 97 014 x 1.10 THREAD 33 PEIEIR WOOD SCREW 45 55 Tap (lb)•234.00 65 Yap 05). 96.74 72 7116' x 5834 EMBED 39 BRA99BL19114464. 45 11470 S(xrW t 55 Top0b)' 23150 65 Veep R0 a 272 SO 72 160 11.7' 6.7 5.3" 677 EDGE 0L5TANCE 7 16.0 12.4' 16.0' 8.5' 16.7 7 161' 1015. 169 5.6' 16.7 44' 16.17 62 167 4.4' 16 16.7 168" 11.8" 6.9' 5.3 167 16.0' 16.7 15.7' 142' 16.7 16.0" 16 155 14.7 6.r 16.17 6.5' 14.4' 3.6' 11.E III 10.4 10 4 8.7 5.5' 3r 167 14 2' 11.7' 10.3 10.3' D 0 114' :2" THREAD PBIETR.LAOSCREW 1E1= W80111- 12.67 114x1.117 39 PE5ETR 96000 SCREW 45 55 Tap 104 23460 65 Yap 58) = 96.74 72 7113 x 58" EMBED BRASS B'iSHING & 11440 SCREW T05) = 231.50 Yup (b) = 232.50 6. WERE LAG 9074 FASTER to samosa FACE 6 SRD FR49FL.F45TEM:R`)OEL 06 LOCATED N 0314.6 CF 405143 2' x 4' (MN/ 44000 511.1 1 '.' C0OC 05*01GE lb 4470tPr41LE FOR 1000 H rwtet 33000 5 54144.4. 54 ctr0 4. M Fw7 4.41'%074 0,444708 DEt3 L AG SCREI4 HULL 44.455 P4at.:P5 PAN HEAD 03 436 4840. t 091501•ATt15 R 1155 ANC:'IOR'i, 9333044 Ate; 5 FOR .715.507 MAW 44 ''A .L4710MS. O. MAC'1ME S S •4033 4AK MNT1)1 Of '1' I!C AEEMENT oF 542445 4 3435 0401074 MO /LT HA4t 5171574 4 PAN 53.x0, 11665 •1 06 511553 "coo (50034..6 003114010 9 rven• FreerreNT MD 0104 DOT( .'L 5)561 ES 5 OR 7 444.3 2154543 . 11 l. II 0999441E5 •43488 C042471 *5 4.014 474E 4341 41..c5•71434.6 FOR 44.E ANCHOR SPACING SCHEDULE , (INSipc MOUNT PANELS. TRAP MOUNT) 39 45 533 72 39 45 44 55 65 72 7.5' 6.5' 5.3' 45- 4. T' 7.7" 6.E 4.6' 4.1' 617 WA DISTANCE 65' 57' 4.6' 3.5" 62 5.4 4.4' 37 3.3' 13.0' 92' 112' 8.0' 9 6.7 1.6' 5.5" 77 5.7 47 42' 4.1' 36 34 4.9' 39' 4? 14 3.4' 3.7 3.7 L2' 7.1" 5..7 5.1' 51' 5. 4.1' 3 7' 54.0 5. EIEw•ROD. PE 4ee0n6n INA U _ Z W " t to W W Q W Z �M W7_ 4 n Q N Q u u D rE`CIQ (Y e t kl 4 �) L _J U U L(1 1 nW t7) o v a J 23' EDtaT: IAST. 026' EDGE DISTANCO SPA/6 UP TO 550 8 SPANS UP TO 8.678 Mh 1111 ANCHOR LORD C91414 TYPE CONN TYPE 1617 13.0' (pst) C5 C6 C5 C6 313UUONO0 1 1/4"x1.34"6183ED 39 167 167 157 167 ELCO TAPCON 45 167 16:7 11.4" 16.0" 94N3320PS 55 167 160" 7.4 167 T4'43350 65 142' 169' 6.7 16.0' VC* (lb2 = 475.00 72 11.7 16.0' 67 16.7 1N'd58' EMBED 39 16.0" 1617 147 16.0" AU+POWT550 4D 45 16.0" 16.0 10.7 160' tEN SHIELD AN(71011 4 55 16.0" 167 6.6' 16.17 T6004.425 65 126" 167 5.3' 167 Yap 01 =425 72 66' 167 5.3' /87 ur :7 9/9E0 39 160' 160' 129' 18.3' ' EtCOPNNauAlt 46 180' 167 6.8' 18.0' A741133161031C) 0 55 167 160 57 180 Tap pe) = 772.00 85 1 1 .7 167 40 16.0' *8* = 56500 72 , 85" 168' 46' 167 • @ANCHOR SPACING SCHEDULE ANCHOR NOTES: 1 5P446 4(, LP405 94w .ERE ARE FOR DETER`AIONG # 44OR 9..AiaAC. ONLY At1044A6 E 6T041 Pa4EL 5174E FOR SPEORC W405 4761 56 1 101175E 544O0N 841141 01.1.033481E SPAN 56EOLLE (THOLE 711 L ENTER 4'1C•CR 50!916! ead9ED 0. t1a= EetiFING SIRIZIUM t14TSR AL t AW10 TTY 553001 0E94Y.' L0F0 GREATER TOM OR ECU/ 10 NEOATINE 415542); LOAD 04 6•111ER AND 5r1EQ sem 454414.4 tw4• OR EO4t4L r0 1•4.013$161.01 3 SELECT C0N1ECI4D1 (TEE 84560 04 4P1it•NLA5 (4030 ti 071841104 (505 Y3a1T•4G UCIALS 044 5•IFV5 2 . 2 MR V VORC4704 OF •04'ECTOO4 TYPE& 4 404:1 5 WALL ea M51,11 to N 4CCOFOHR:E tam now 45111685' RECO•E940AT404 5'E7d 5•`•150 S90CIIHE 5 (070 FRh9'a• 3 CC $9 MAY VARY 41EL0 .4R50Y 1w47 '56(4.4455 45.E 11450 A070..4 0000 rguitpar,mmuts R0/ P1'44000. 'WEN N& TP 1'LTMOOD 5 0135. CH.T FM 6:75 0.0SuRE PL -'M5 ANCl -4OR SPACING SCHEDULE Q MOUNT PANELS, IL14LL MOUNT) I 39 45 55 - -- Tgp'5E7.16953 - 65 -- 72 0 p 0 1/4"x2" THREAD PERETR. LAG SCREW Vac 11A1= 82 97 014 x 1.10 THREAD 33 PEIEIR WOOD SCREW 45 55 Tap (lb)•234.00 65 Yap 05). 96.74 72 7116' x 5834 EMBED 39 BRA99BL19114464. 45 11470 S(xrW t 55 Top0b)' 23150 65 Veep R0 a 272 SO 72 160 11.7' 6.7 5.3" 677 EDGE 0L5TANCE 7 16.0 12.4' 16.0' 8.5' 16.7 7 161' 1015. 169 5.6' 16.7 44' 16.17 62 167 4.4' 16 16.7 168" 11.8" 6.9' 5.3 167 16.0' 16.7 15.7' 142' 16.7 16.0" 16 155 14.7 6.r 16.17 6.5' 14.4' 3.6' 11.E III 10.4 10 4 8.7 5.5' 3r 167 14 2' 11.7' 10.3 10.3' D 0 114' :2" THREAD PBIETR.LAOSCREW 1E1= W80111- 12.67 114x1.117 39 PE5ETR 96000 SCREW 45 55 Tap 104 23460 65 Yap 58) = 96.74 72 7113 x 58" EMBED BRASS B'iSHING & 11440 SCREW T05) = 231.50 Yup (b) = 232.50 6. WERE LAG 9074 FASTER to samosa FACE 6 SRD FR49FL.F45TEM:R`)OEL 06 LOCATED N 0314.6 CF 405143 2' x 4' (MN/ 44000 511.1 1 '.' C0OC 05*01GE lb 4470tPr41LE FOR 1000 H rwtet 33000 5 54144.4. 54 ctr0 4. M Fw7 4.41'%074 0,444708 DEt3 L AG SCREI4 HULL 44.455 P4at.:P5 PAN HEAD 03 436 4840. t 091501•ATt15 R 1155 ANC:'IOR'i, 9333044 Ate; 5 FOR .715.507 MAW 44 ''A .L4710MS. O. MAC'1ME S S •4033 4AK MNT1)1 Of '1' I!C AEEMENT oF 542445 4 3435 0401074 MO /LT HA4t 5171574 4 PAN 53.x0, 11665 •1 06 511553 "coo (50034..6 003114010 9 rven• FreerreNT MD 0104 DOT( .'L 5)561 ES 5 OR 7 444.3 2154543 . 11 l. II 0999441E5 •43488 C042471 *5 4.014 474E 4341 41..c5•71434.6 FOR 44.E ANCHOR SPACING SCHEDULE , (INSipc MOUNT PANELS. TRAP MOUNT) 39 45 533 72 39 45 44 55 65 72 7.5' 6.5' 5.3' 45- 4. T' 7.7" 6.E 4.6' 4.1' 617 WA DISTANCE 65' 57' 4.6' 3.5" 62 5.4 4.4' 37 3.3' 13.0' 92' 112' 8.0' 9 6.7 1.6' 5.5" 77 5.7 47 42' 4.1' 36 34 4.9' 39' 4? 14 3.4' 3.7 3.7 L2' 7.1" 5..7 5.1' 51' 5. 4.1' 3 7' 54.0 5. EIEw•ROD. PE 4ee0n6n INA U _ Z W " t to W W Q W Z �M W7_ 4 n Q N Q u u D rE`CIQ (Y e t kl 4 �) L _J U U L(1 1 nW t7) o v a J 026' EDGE DISTANCO CI 00M ye x 2''O AD 39 12.7 1617 13.0' 7.5" 12.5" 167129 4.7 - 127 16.7 67 3.9' P94tlRLAG9014W 49 125 167 160' 67 12.5" 16.0' 8.6' 3.8' 127 167 6 3' 31" 58 125' 167 144 5.r 12.5 167 6.5 31' 1 25' 167 6.17 1 R9199=831.9 72 _12.187 5 - 97 41' - 167 -&0` 467 -67 YcTp(b)' 62-97 130 125" 16.7 60' 12.5' 167 6.0 124 167 6.7 714x1 - 12 - THREAD 39 127 18 167 7.7" 125' 16.7 8 48' 124 13.5' 5.7 PENETR. wool9LYSw 49 127 169 13.6' 6 7" 127 137 57 3.6' 625' ELT 4.1' 3.1' 58 127 16.0" 9.7 5.1' 625' 112 4 .7 32" 627 10.4 3.9' Tapp PI) =234.00 72. 12.5' 142' 6.3' 4.1' 623' 104' 3..4' 6.25 10.4" 39' Yap 055 • 96.74 130 6 15" 10.4' 3.9 627 10.4' 3.7 ® 627 104' 3.9' me't Sir REED 39 125'16715.7 13 12716.0` &3 6.1' 12713.4' 5.7" 68' 611A66 8U39NGa 49 12.5' 16.7 135' 10. 125" 131' 5.5' 6.4" 625' 107 4.0" 52" 114206502W $ 58 12.5 18.7 9.2" 6.7' 6.25 11.1" 4.3" 5.4' 825' 10.3' 3.8' 5.0 Tap fib). 231.50 72 125" 147 6.2' 67 625' 107 3.6" 5.0' 825" 107 37 5.0" Vc4pt4 =237.50 130 625" 10.3' 18' 5.7 627 103" 3.8' E0' 625 103' 3.8' 57 • @ANCHOR SPACING SCHEDULE ANCHOR NOTES: 1 5P446 4(, LP405 94w .ERE ARE FOR DETER`AIONG # 44OR 9..AiaAC. ONLY At1044A6 E 6T041 Pa4EL 5174E FOR SPEORC W405 4761 56 1 101175E 544O0N 841141 01.1.033481E SPAN 56EOLLE (THOLE 711 L ENTER 4'1C•CR 50!916! ead9ED 0. t1a= EetiFING SIRIZIUM t14TSR AL t AW10 TTY 553001 0E94Y.' L0F0 GREATER TOM OR ECU/ 10 NEOATINE 415542); LOAD 04 6•111ER AND 5r1EQ sem 454414.4 tw4• OR EO4t4L r0 1•4.013$161.01 3 SELECT C0N1ECI4D1 (TEE 84560 04 4P1it•NLA5 (4030 ti 071841104 (505 Y3a1T•4G UCIALS 044 5•IFV5 2 . 2 MR V VORC4704 OF •04'ECTOO4 TYPE& 4 404:1 5 WALL ea M51,11 to N 4CCOFOHR:E tam now 45111685' RECO•E940AT404 5'E7d 5•`•150 S90CIIHE 5 (070 FRh9'a• 3 CC $9 MAY VARY 41EL0 .4R50Y 1w47 '56(4.4455 45.E 11450 A070..4 0000 rguitpar,mmuts R0/ P1'44000. 'WEN N& TP 1'LTMOOD 5 0135. CH.T FM 6:75 0.0SuRE PL -'M5 ANCl -4OR SPACING SCHEDULE Q MOUNT PANELS, IL14LL MOUNT) I 39 45 55 - -- Tgp'5E7.16953 - 65 -- 72 0 p 0 1/4"x2" THREAD PERETR. LAG SCREW Vac 11A1= 82 97 014 x 1.10 THREAD 33 PEIEIR WOOD SCREW 45 55 Tap (lb)•234.00 65 Yap 05). 96.74 72 7116' x 5834 EMBED 39 BRA99BL19114464. 45 11470 S(xrW t 55 Top0b)' 23150 65 Veep R0 a 272 SO 72 160 11.7' 6.7 5.3" 677 EDGE 0L5TANCE 7 16.0 12.4' 16.0' 8.5' 16.7 7 161' 1015. 169 5.6' 16.7 44' 16.17 62 167 4.4' 16 16.7 168" 11.8" 6.9' 5.3 167 16.0' 16.7 15.7' 142' 16.7 16.0" 16 155 14.7 6.r 16.17 6.5' 14.4' 3.6' 11.E III 10.4 10 4 8.7 5.5' 3r 167 14 2' 11.7' 10.3 10.3' D 0 114' :2" THREAD PBIETR.LAOSCREW 1E1= W80111- 12.67 114x1.117 39 PE5ETR 96000 SCREW 45 55 Tap 104 23460 65 Yap 58) = 96.74 72 7113 x 58" EMBED BRASS B'iSHING & 11440 SCREW T05) = 231.50 Yup (b) = 232.50 6. WERE LAG 9074 FASTER to samosa FACE 6 SRD FR49FL.F45TEM:R`)OEL 06 LOCATED N 0314.6 CF 405143 2' x 4' (MN/ 44000 511.1 1 '.' C0OC 05*01GE lb 4470tPr41LE FOR 1000 H rwtet 33000 5 54144.4. 54 ctr0 4. M Fw7 4.41'%074 0,444708 DEt3 L AG SCREI4 HULL 44.455 P4at.:P5 PAN HEAD 03 436 4840. t 091501•ATt15 R 1155 ANC:'IOR'i, 9333044 Ate; 5 FOR .715.507 MAW 44 ''A .L4710MS. O. MAC'1ME S S •4033 4AK MNT1)1 Of '1' I!C AEEMENT oF 542445 4 3435 0401074 MO /LT HA4t 5171574 4 PAN 53.x0, 11665 •1 06 511553 "coo (50034..6 003114010 9 rven• FreerreNT MD 0104 DOT( .'L 5)561 ES 5 OR 7 444.3 2154543 . 11 l. II 0999441E5 •43488 C042471 *5 4.014 474E 4341 41..c5•71434.6 FOR 44.E ANCHOR SPACING SCHEDULE , (INSipc MOUNT PANELS. TRAP MOUNT) 39 45 533 72 39 45 44 55 65 72 7.5' 6.5' 5.3' 45- 4. T' 7.7" 6.E 4.6' 4.1' 617 WA DISTANCE 65' 57' 4.6' 3.5" 62 5.4 4.4' 37 3.3' 13.0' 92' 112' 8.0' 9 6.7 1.6' 5.5" 77 5.7 47 42' 4.1' 36 34 4.9' 39' 4? 14 3.4' 3.7 3.7 L2' 7.1" 5..7 5.1' 51' 5. 4.1' 3 7' 54.0 5. EIEw•ROD. PE 4ee0n6n INA U _ Z W " t to W W Q W Z �M W7_ 4 n Q N Q u u D rE`CIQ (Y e t kl 4 �) L _J U U L(1 1 nW t7) o v a J MIAMI. 7040 N. W. 77 Terrace Miami ,FL 33166 ACCEPTANCE NO.: U1- 0721.11 EXPIRES: 09114 /200¢ APPROVED: 08/30/2001 ... • • • ••• • • • .. •• • • • •. •. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • 000 • • • • 0410 • • ••. • •.. • • • • • •.•• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• .. • • PRODUCT CO O� 10#`It I )i? (;EPTANCE Doralum Corporation • • • • • • . • • • • • • • . The expense of such testing will be incurred by the manufacturer. NO450004c2000thempiat e:1totice acceptance cover pag .clot Internet mall address: postmaster ®bulldingcodeuuline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ME: MO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SEC'rIUN (305) 373 -2327 FAX (305) 375.2558 CONTRACTOR LMFORCEMRNT DIVISION (305) 375 -2966 FAX (305) 373 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of Series 100 Outswing Aluminum Patio Doors w /Sidelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul rcotinguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITJONS I UILDiNG CODE & RODUC-T REYl W COI 1L1 TEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office IIon cpage: http : /Iwstw.buildingcodeenl ne con! • • • • ... • • .. .. • • • .. .. • • ... • • • • • • • • • • • • • • • ... • • ... • ... • • • • • • .. • • • • . • • • • • • Doralum Corporation •.• •.• • .. • • • • • • .. • • • • • • .. ... .. • • • .. • • • • .. ... • • • • • 00 'lI + tp + CEPTANCE: SPECIFIC CONDITION$ 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0611.03, which was issued on October 8, 1998. It approves an outswing aluminum patio door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "100" Outswing Aluminum Patio Doors with Sidelite, and its components shall be constructed in strict compliance with the following documents: Drawing No: W98 -58, Sheets 1 through 4 of 4, titled "Series 100 Alum. Swing Door w/ Sidelites," prepared by manufacturer, dated 07/31/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with, or without, sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum patio doors and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 ACCEPTANCE 1\o.: 01- 0724.11 APPROVED : AUG 3 0 2001 EXPIRES : Seglember 14. 0�6 Man Perez, P.E, Product Contr Prod - ontrol Division ... • • • ... • • • .. • . • • • .. .• • • • • • • • • • • • • • ... • • • • • • • • • • • ... • • • • ... • • ... • ... • • • • • • • • • • • • • .. • • • • • • poralum Corporutitk • • • • • ' • • ... • • .. ... .. • • • .. • • • • • • • • . . . . . ' . • • .. ... • • • • • •. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 01 -0724.11 APPROVED AUG 3 0 2001 EXPIRES : September 14, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and ali approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in conipliance•with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse cf this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Menu P z, P.E, Product Con Prod ontrol Division *0* . • • 000 • • • • • • • • • • • • e • • • • • • • • • • • • • • •.• • • • • • • • • • • • 000 • • • • 0410 • • ••• • •.• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • Doraluw Corporation• . • • • • • • ... • • • • • • • .. 000 • • • • • • • • • • • • • • • .. ••• • • • • • .• NO110E OF ACCEPT E VIDENCE SUBMITT (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.: W98 -58, Sheets 1 through 4 of 4, titled "Series 100 Alum. Swing Door w/ Sidelites," prepared by manufacturer, dated 07131/98, signed and sealed by Huuiayoun Farooq, P.E.. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1051, dated December 21, 1994, signed and sealed by Yamil G. Kuri, P.E C. CALCULATIONS 1. Comparative analysis, prepared by Al- Farooq Corp., dated 7 /10/01, signed and sealed by Huinayoun Farooq, P.E D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Engineer still in practice statement letter, dated 7/10/01, signed by H. Farooq, P.E. F. OTHER 1. Notice of Acceptance No. 98- 0611.03, issued to Duralurn Corporation for their Alum. Swing Door w/ Sidelites, approved on 10/08/98 and expiring on 09/14/01. E -1 ACCEPTANCE No.: 014724.11 APPROVED AUG 3 0 2001 EXPIRES : September 14.2006 Manue erez, P.E, Product Control ' er Produ '• trol Division no TRIP a /ir t>Iie. w NMI. DOSS. D51 1 LOAD - PE P LOOt HER LEAF KM EXT. 81T. 3/0 CO 2/6 714 9L3 Ede 2/8 660 86.9 65.0 833 34- 11/16' 2/10 3/0 62.4 79.8 2/6 57.3 733 2/8 54.4 693 8/0 51.8 663 2/10 3/0 49.6 63.4 AMP/ WIDTH FRAME vim LEAF V111TH 1 DAT.ITE LPIL 2/6 00 31 - 1/2' 2tnn6' 20' 3/0 CO 37-1/2' 34- 11/L6' 26' S/0 ODD 59 -3/4' 2P- 11/16' 2Y 6/0 000 71 -3/4' 34- 11/16' 26' IOONdL IEIEHT FRN¢ IE1 ITT LEAF WIGHT DAYLITE LPT. 6/6 79 -7/8' 77 -3/8' 69-3/6' 8/0 95-7/8' 93 -3/1Y B5 •••4,•• • • • • • •1.•• • 1 • • •••1••• • • • ••1.•• ikg 4 °d 1 r UAL • •••• •• • • • • •.•• • ••L• • • •• • • ••. • • I 1 1 L ( OXXO ) 11 • 1T MIJL • • • • °SO 2 4BW MOFH •••• 71 3/4' •• • 'MAE►001H 1. 7144 SIRI♦v,IIJ R DOOM AS PER 1WE SOVIM fLARIDI 8U@.20 • CM 1994 WflEA FOR CODE COUNTY. ALSO FOR W8 D LO 3S AS PER ART 701 USK 031Ip0IAIG 104133. C 4M WS BY 00ERS. KIST BE NOC!0'J MOULT 10 DUMPER LEW TO TIE MMUS 1 AMMO SMALL OE AS LISTED. SPACED A3 SHOWN ON DUALS MOOR o w 0 05104 0O 0S2 MAXIM SW11. 02 MOM WALL 4 ALL ATM 81 OLLIITACT NMI #.I1 9* To E PLAT OR PAVED. MAE UM 0026 AICHOR1 SURTAX WOWS 9010.825 aar \FPISE 1110 1E USED G ( oxo ) 90 1/T' 171. OPG MICA! ELEVATION ( xxox ) TESTED VAT H oxx xxo mammsnmuumm 34 11/18' LEAF 9666 FRALE ( ox ) ( o) ( Elq: 04. H,IWTC 14 RIGA 31RUC1L413 CIA PEI10067 ja 16 tb01 BASED ON FTL -1061 041ID 12 -21 -04 1257 SLIE • 72' � (Ran -LTA PSC 94328 LOADS & TRATIO i T 11 PST WATER INFCTRA TESTED GLASS - 3/16' TENDERED IPAC? RESISTANT STMT RS REWIRED RETORTS: WIDTHS: ti j/ APPROVEDASCCARYDG NTHTHE 1ROLOY.SIOt1 OODEONSATRE 4>EPOOrzwj DI- 47Z9'.p Oo <g a n I ic22 Jz � O ••• .• ••. • •.. • • •• droving no. W98-58 •• •d• • • • • ••. 1.• • • • • • •1 a 1YMJL A11WC sEE RIX FOR »IC ••• ••• •••• • • • •• • • • • • • •• 'FOWL A RE DIY. FOR SNK7Nr 12x1 -1 /4 SKS/ 24 o.c. VP. • • a 'ma. Noce set ar i. PoR vivre .. • 1 • 14PKl1L AM itEPS SEE ELEV. FOR swim ROOD BUCKS NOT Br DDRVLUII, MUST SUSTNN LOP= IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TD THE BUMS STRUCTURE. TYPICAL ANC$QP.S: s1 z 13Jti! saR PACZM1 A. INTO 28Y WOOD BUCKS OR 1410D STRUCTURE 14 SINS, 1 -1/2 MIN. EMBER B. INTO 1BY WOOD BUCKS OR INTO MASONRY 1/4' DM. TAPCONS MTH 1 -1/4' MW. EMBED ROC MASONRY SEALANTS; fRAmE AND LEAF CORNERS, INSTALLATIDN SANS AT SILL AND Ail METAL PARTS CONNECTIONS SEALED Yi1TH CLEAR COLORED SEALANT. LOCKS; STANDARD SIFFTI THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 53' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY DPER&TED ON EXTERIOR AND THLRAB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STA.E, 43' FROM BOTTOM CONCEALED PROW BOLTS AT TOP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE MANUALLY OPERATED SLIDE BAR X 1/4' X 1Y LOW AT TOP & BOTTOM OF EACH A;TIVE LEAF LOCK STILE HDIGFS: EXTRUDED ALUMINUM BUTT HINGE T /Ti' DOCK AND 7' LONG MATH 5 /T6' PLATED STEEL ROD AT DO LEAF JAMB STILE ONE EACH AT 7 FROM TOP & BOTTOM AND ONE AT IWDSPAN t>R mans( TAX05 snANClU ES RA PE / 11557 APFR ASIABCONff ADIwove SOUTH ROMA WARM DWARIANOE Corroscock Di47Elf. • • . • • • • • •• • • • • •• • • • •.• • ••• ••• • • VOL ROCAS [SEC art. 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MOW 61149-16 5 S -29992 AS Rte SDE LITE R AMO KM 6011 -T6 6 SV-11896 1/LEI/ HUGE TLX 6063 -76 7 0V -12901 VLLif LIDC LTLE 6663 -71 0 6V •2911117 AS f MEM OP 6063-Ti 9 SV -25909 MOVER ASSCNLT STaTOER 66'65 -T6 10 350-39144 WAR NICE sal MTI 1 6063 -T5 11 SVi9E45 3/LEN 9111i IMP PO/LTID! 6663 -TS 12 - 2/L[Af SA' S 16 x SP LOC THtEAISD 0® StaL 13 - ap.CAT 3/r K It rur - 74 - 1/1911SE 5/16 2 f• ROD PLATES STEEL 15 - BILLY 1/4' MTT1IIE IL= nal 16 PV-00 *5 MOD. 0.Aaifi VM VTOL 17 PV -9II AS REOD. Sul VEATMENSTEPPM YAITL 18 P3 -0410 AS REM PILE VFATIERSTPJPPD6 =MEL 19 MD= P Ut - SbICOE IOV MOE OR EOM. 20 SE'S AS ROES REV MITI DELTA DO. a MIN. a CP-Bin - ENTRY =SET 142 DR VESTLRY RY 6701C• PIPS 9 16E1' PIPS ASS IAT SCOEVS AT ALL my dLWK • • • •• • • •• i3$• 34 • $.•• • • !P� •••••• FRAME HEAD /JAMB 162 TY WEATHERSTRIP ABACYTER •••• TOP /PDV 20- ▪ • HINGE STILE • • • • • • •• • •• FRAME E3OTTOM CORNER E17. DR MtKfi1W1 nw00 rtMAXIMS PE Ism jti.. 6 2001 APPROY®A6COIitWDG Will TlE 91/iNRO IAOURONOOME • ,, ON{I10I 1 1 .L &wring no. W98 -58 110M4d 4) ... • • • • • .. .. .. .. • . • • • • •••• • • • • .. • • • • • • • • •••• • • • • •••• • • • • • • • • • • •••• • .. • . • • • • •••• • • • • •••• • • • • • .. • • ••• • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) I'GT Industries 1070 Technology Drive Nokomis, FL 34275 Sco1E: 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 faits 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: Series "SH -701" Aluminum Single Hung Window Impact and Non - Impact APPROVAL DOCUMENT: Drawing No. 4032, titled "Aluminum Single Hung Window ", sheets 1 through 8, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, bearing the Miami -Dade County Product Control Revision 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 and Non - Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 bcen 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 shalt 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 uscr 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 revises NOA N 01- 0109.01and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez 1 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 NOA No 02 -0419.13 Expiration Date: February 25, 2006" Approval Date: May 23, 2002 Page 1 ,aP„'�� 3. 76.000 MAX. 53.125 MAX. • ELEVATION NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT :: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 DESCRIPTION ITEM 2 J 5 6 7 8 9 1 11 12 1J 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 /0 FLANGED FRAME HEAD FLANGED FRAME S1LL FLANGED FRAME JAM8 FIXED MEETING RAIL SASH TOP RAIL SASH 60170M RAIL SASH SIDE RAIL GLAZING BEAD WEATHERSTRIP — VINYL BULB 3/16" ANNEALED GLASS 3/16" ANN. GLASS W /DUPONT 457 FILM 1 4" TEMPERED GLASS /6 x .750 PHIL. PN. HO. SWEEP LATCH 48 x .625 PHIL FLT. HO. WINDLDAD ADAPTER 1 x .375 PHIL. P.H. TEK WEATHERSTRIP — VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WEATHERSTRIP — P!LE \F1NS°.AL SASH FACE GUIDE , /6 x .500 PHIL. FLT. HO. SASH STOP 18 x 1.000 PHIL. P.N. SMS SILICON WEATHERSTRIP — VINYL BULB \SASH INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NoxouS. FL 34274 Rend 97 FK R•d e FK Comm (Sr R.S. Udell/Monk SH— 701 V.T. # 612225 612226 612227 612228 NON- IMPACT WINDOWS 1.) GLAZING OPTIONS: A. J /16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 612229 612230 VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS 612231 ALUMAX EXTRUSIONS 612234 ALUMAX EXTRUSIONS 6TP247K 7658PFAA 7858WW 612236 78XJ8PPT 6TP249K 61062W 70251 76 X12FPAW 612244 78XIPPA 62899 6TP248K Dole: 4/16/02 1/4/0.' O. . '1/27/96 Scots: NTS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL MANUFACTURING INC. SCHLEGEL CORP, MASTER TOOL SCHERER INOUST PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. DOW CORNING TEAM PLASTICS Rwuwnc ADD SENTRY CLASS C.A /74.44w.: SI 4I: 1 .1 Drawing No. 4032 VENDOR # AF -12225 AF -12226 AF— 12227 AF -12228 AF 12229 AF -72230 AF— 12231 AF — 12234 TP -247 PCT.214.XX AF -12236 TP— 249 7 —M10 -344 STAVE FS7826 -787 7—M10-251 AF -12244 899 TP -248 ►aouucT REVISED u complying with Our !lurid. D4 dln11 Cede ARepNbee No . •iY 19 • F..pirollon IIa Dy IM.Ick. o Coe ELEVATION, NON- IMPACT bun: ALUMINUM SINGLE HUNG WINDOW R. ". D 76.000 MAX. 53.125 MAX. • ELEVATION NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT :: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 DESCRIPTION ITEM 2 J 5 6 7 8 9 1 11 12 1J 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 /0 FLANGED FRAME HEAD FLANGED FRAME S1LL FLANGED FRAME JAM8 FIXED MEETING RAIL SASH TOP RAIL SASH 60170M RAIL SASH SIDE RAIL GLAZING BEAD WEATHERSTRIP — VINYL BULB 3/16" ANNEALED GLASS 3/16" ANN. GLASS W /DUPONT 457 FILM 1 4" TEMPERED GLASS /6 x .750 PHIL. PN. HO. SWEEP LATCH 48 x .625 PHIL FLT. HO. WINDLDAD ADAPTER 1 x .375 PHIL. P.H. TEK WEATHERSTRIP — VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WEATHERSTRIP — P!LE \F1NS°.AL SASH FACE GUIDE , /6 x .500 PHIL. FLT. HO. SASH STOP 18 x 1.000 PHIL. P.N. SMS SILICON WEATHERSTRIP — VINYL BULB \SASH INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NoxouS. FL 34274 Rend 97 FK R•d e FK Comm (Sr R.S. Udell/Monk SH— 701 V.T. # 612225 612226 612227 612228 NON- IMPACT WINDOWS 1.) GLAZING OPTIONS: A. J /16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 612229 612230 VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS 612231 ALUMAX EXTRUSIONS 612234 ALUMAX EXTRUSIONS 6TP247K 7658PFAA 7858WW 612236 78XJ8PPT 6TP249K 61062W 70251 76 X12FPAW 612244 78XIPPA 62899 6TP248K Dole: 4/16/02 1/4/0.' O. . '1/27/96 Scots: NTS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL MANUFACTURING INC. SCHLEGEL CORP, MASTER TOOL SCHERER INOUST PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. DOW CORNING TEAM PLASTICS Rwuwnc ADD SENTRY CLASS C.A /74.44w.: SI 4I: 1 .1 Drawing No. 4032 VENDOR # AF -12225 AF -12226 AF— 12227 AF -12228 AF 12229 AF -72230 AF— 12231 AF — 12234 TP -247 PCT.214.XX AF -12236 TP— 249 7 —M10 -344 STAVE FS7826 -787 7—M10-251 AF -12244 899 TP -248 ►aouucT REVISED u complying with Our !lurid. D4 dln11 Cede ARepNbee No . •iY 19 • F..pirollon IIa Dy IM.Ick. o Coe ELEVATION, NON- IMPACT bun: ALUMINUM SINGLE HUNG WINDOW R. ". D DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 53.125 WIDE x 76.000 HIGH NEG POS -60.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A A. 3/16" A W/ SENTRY GLASS WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 NEG POS NEG POS NEG POS NEG POS 37.000 -60.0 60.0 - 60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 -60.0 60.0 - 60.0 60.0 -60.0 60.0 -56.7 56.7 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 48.000 -60.0 60.0 - 60.0 60.0 -53.0 53.0 -47.3 47.3 53.125 -60.0 60.0 - 58.2 58.2 _ -47.2 47.2 -42.6 42.6 • ELEVATION LARGE MISSILE IMPACT WINDOWS 7.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD d: SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 P ST INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. 11 3 P.O. BOX 1529 NOKOMIS. R 34274 Revb.ons: ADD SENTRY GLASS CA Re•.sens: Revs. 9y: FK R.. FK On.n B R.S. senu/sdoaet: SH -701 Gary. 4/16/02 cow 1/4/01 Dar '1/27/96 ELEVATION, IMPACT rue: ALUMINUM SINGLE HUNG WINDOW star.: sn..c NTS, 2 8 PKOnuCT KKVL'ET u tompglq a Irs l►e Flora. U. WI.¢ Cade Ar*c.N - Y19. :a.,pirail.n 71 n rL 0.4. Pnd.n C orwl eau Robert 1. Clu►. P.E. PC )39712 l tnv:Wrol Oro.:na ma. I Pow 4032 - _ 0 53.125 MAX. 000 MAX. r i.r -' Ac X Y ? • ELEVATION LARGE MISSILE IMPACT WINDOWS 7.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD d: SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 P ST INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. 11 3 P.O. BOX 1529 NOKOMIS. R 34274 Revb.ons: ADD SENTRY GLASS CA Re•.sens: Revs. 9y: FK R.. FK On.n B R.S. senu/sdoaet: SH -701 Gary. 4/16/02 cow 1/4/01 Dar '1/27/96 ELEVATION, IMPACT rue: ALUMINUM SINGLE HUNG WINDOW star.: sn..c NTS, 2 8 PKOnuCT KKVL'ET u tompglq a Irs l►e Flora. U. WI.¢ Cade Ar*c.N - Y19. :a.,pirail.n 71 n rL 0.4. Pnd.n C orwl eau Robert 1. Clu►. P.E. PC )39712 l tnv:Wrol Oro.:na ma. I Pow 4032 - _ 0 76.000 MAX. 34.500 DAYLIGHT OPENING MAX. ROUGH OPENING ROUGH OPENING • 2.J30 VERTICAL SECTION ROUGH OPENING 34.500 DAYLIGHT OPENING MAX. 2.710 3/16" ANNFAI ED GLASS 3/16" HFAT STRENGTHEQ 5R TEMPE•EQ - 48.250 DAYLIGHT OPENING MAX. - X" 49.562 DAYLK••T OPENING MAX. - 0" 5.3.125 MAX. HORIZONTAL SECTION GLAZING OPTIONS NOTES: 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE/MOREHEAD #5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FtfD MEETING RAIL ARE SECURED WITH (2) /841` PPH SMS 2) WEEP HOLES: (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS INDUSTRIES 1070 TECHNOLOGY ORrE NOKOARS, FL 74273 P.O. BOX 1529 NOK01.15, FL 74274 Re..d Blc FK Rer 0 Br FK Oro... 6r R.S. peacr•Gon: Sere. /ware SH -701 Dou: w 4% 16/02 1/4/01 1/27/96 Scea: NTS ROUGH OPENING • T/16" NEAT STRENGTHENED W /OUPONT FILM — (457) INTERIOR SID" 1/4" TFMPEREO CLASS Newsom,: ADD GLASS OPTIONS 4e.:e.on•: SECTIONS & GLAZING OPTIONS PRODUCT REVISED Y complying whim Me lb$M• UeIdln• Code Ammanee No I -041 r.•7 F.aplrul Dole • tpi eT • r rl l • Prodvn Coo IKHJoe ALUMINUM SINGLE HUNG WINDOW sneer 3 w 8 Oro..n• No. 4032 Rev. J .737 • .062 2.764 1 L .705 O µUM. 6065 -T5 .655 2.774 I ir .061 1.707 l L.167 --1 r e- 1.451 �� .49Q j .062 1 / Yll ALUM. 6065 -15 ALCM. 6065 -754 J .062 —f I - 1 2.784 1.123 2.325 ALUM. 6065 -75 L a-1.350 1.350 -r ® ALUM. 6065 -15 t 2.330 1.969 .062 I 7/ 2.710 L 1.523 --al .- — .062 0 1.165 .062 1.348 ALUM. 6065 -15 O ALUM. 6065 -15 INDUSTRIES 1070 TECHNOLOGY ORNE NOXCMIS. FL 3■275 P.O. 80X 1529 NOXOMIS, ft 34274 1.023 •a..• 6Y• FK Fold O e.+ 0, R.S. 5.6 ./Uee•l: SH -701 0 —6.1 � 1.057 .050 0ala: 4/!6/02 14/01 Deta: 1/27/96 Scold NTS .678 ALUM 6065 -75 EXTRUSION PROFILES Seaal: 4 a 8 ftwPOMV A00 SENTRY CLASS C Rad.feN: ALUM. 6065 -154 mum, urvINEIp u cumplllap w:Ib Ib, I lu.Lle Uaidl* (w. Aa.u,aNu d-etif. 1/ f..pM Oalaf d5' DhW ALUMINUM SINGLE HUNG WINDOW K 011 Qpwwp N0. r.: 4032 COMPARATIVE ANALYSIS FOR GLASS 3/16 HEAT STRENGTHENED OR TEMPEREO MAX. SIZE CQMPARATIVF ANALYSIS FOR' GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED M.at. SIZE NOTES: 1 !Numbers Intl Parentheses are OuanhN of anchors ter side 53.125 x 76 OCO NOTES: 1.1 Numbers in f 1 parentheses are Quantity of anchors per side 51 125 x 78 000 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM 61300. Smallest Fasteners 2.) Negative Design Loads based on Comparative Analysts and Glass Table ASTM 01300. 54•V0, Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Positive Design loads bss•d on Comparative Analysis and Water Test Pressure. 4.1 Numbers are for 010 screws or 3118" Tapcons. 4.) Numbers are for 012 screws or VC Tapcons. 5.) (2) Anchors 4" span. 4" Irom each aide of meeting rail are required. (Total of 4 anchors at each meeting rail) 5.) (1) Anchors a on each side of meeting rail Is required. (Total of 2 anchors at each meeting rail) Anchors 6' from each caner and as Iolbw$: Anchors 8" from each corner and as follows: Max. spacing at head 8 s10. 14" Max. spacing at teed & sill • 14• Max. spacing at )amps • 14 Max. spacing at iambs • 14" FTL -1536 FTL -1536 Window - Window Height Window Window Height Width 28.000 (12) 38 375 (12) 50 625 (12) 81000 ( 16) 76.000 (115 Width 28 000581 38.37558) 50.82558) 63.00058) 76.000 12) 89.3 ne• ••9 n -• pas n.• • • n • cps n . ••s 89.3 neg pas neq pas neq pas neg P 1 neq pas 37.000 (8) -135.0 69.3 -135.0 69.3 •128.3 69.3 -87.3 69.3 .60.0 60.0 37.000 (6) -135.0 69.3 -1350 69.3 •126.3 69.3 -87.3 69.3 -60.0 60.0 40.000 (8) •135.0 69.3 •133.4 89.3 •1124 69.3 -87.3 69.3 -800 60.0 40.000 (81 .135.0 69.3 -133.4 69.3 -112.4 69.3 •873 69.3 -60 600 44.000 (8) -135.0 69.3 .117.9 _ 69.3 •98.1 69.3 •87.3 89.3 •600 80.0 44 000 (81 -135.0 693 -117.9 893 -98.1 69.3 -87.3 69.3 -60 600 48.000 (8) -135.0 69.3 •105.8 69.3 -87.0 69.3 -78.8 89.3 -60.0 60.0 48.000 (8) -135.0 69 3 -105,6 69.3 -67.0 69.3 -76.8 69.3 .80 0 60.0 53 125 (8) -128.4 69.3 -93.2 69.3 .78.0 69.3 -66.1 86.1 •60 0 80.0 53.125 (6) •128•4 69 3 •93 2 69.3 -76.0 69.3 - 88.1 68.1 -60 0 60.0 COMPARATIVE ANALYSIS FOR GLASS: 3118 ANNEALED NOTES: 1.1 Numbers In( parentheses ate auaMity of anchors Der 1(48 971.1536 MAX. SIZE 53.125 a 76.000 Table ASTM 01300. Smallest Fermata Pressure. (Total of 4 anchors at each meeting tall) [-1 • • 536 COMPARATIVE ANALYSIS FOR; GLASS: 3/18 ANNEALED NOTES: 1.1 Numbers In f oarentheses are OuenlfN of anchors Der side 5 4 5 .X. SIZE r.. 5S • 25 • '5 000 Table ASTM 01300. l•.er Fasteners Pressure. at each meeting rail) F T. 1536 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparaive Analysis and Water Test 4 ) Numbers are for 010 screws Or 3/18' Tapcons 5.) (2) Anchors 4" apart, 4" Iran each side of meeting rail are required. Mchors 6• from each corner and as follows: Max. spears et head 6 M. 14' Mao spaong 11 iambs • 14" 2.) Negative O•sign Loads based on Comparative Analysis and Chess 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for012 screws or 1/4• Tapcons. 5.) (1) Mchors 4" on each side of meeting rad is required. (Total of 2 anchors Anchors 6" from each corner and as follows: Max. spacing at head 8 sill = 14" Max. spacing at jambe • 14" Window Width Window Hecht Window Width 19125 (4) Window Height 26A00 (121 38.375 (12) 50 825 (12) 63000 (16) _ 26.00050 38.37518) 50.625 J8) i 76.000 5121 nag 905 neg pas neq pas n pas 69.3 neq P05 neg -120.0 pas 69.3 nag .120.0 pas 693 neg •120.0 Pas 69.3 neg -10 Pa3 3 'e9--900 797 19125 (4) -120.0 89.3 •120.0 893 •120.0 69.3 403 893 24.000 (4) •120.0 69.3 -120.0 89.3 •120.0 69 3 -92.6 69.3 -69 4 69.3 24.000 (4) .120.0 89.3 -120.0 69.3 •120.0 69.3 -ne 69 3 -69 4 89.3 m m m m m m m N .: o I m Nnn t t II •120.0 89.3 •120.0 89.3 •120.0 69.3 -89.6 69.3 •66.0 88.0 m m 0 0 0 O g §g §g NelelwWV .120.0 89.3 -120.0 69.3 _ -120.0 69 3 -80.0 so 3 I) '9 % 660 •120.0 69.3 -120.0 603 -98.7 89.3 -80.3 69.3 -61.5 81.5 -120.0 69.3 , -120.0 69.3 -98.7 69.3 -80.3 69 3 61.5 -120.0 69.3 -120.0 69.3 -84.8 89 3 -69. 69.3 - 60 60.0 -120.0 69.3 -120.0 69.3 -84.6 _ 89 3 -69.4 69.3 60.0 . .1290 69. •115.4 69.3 •79.2 69.3 - 64.7 64.7 •56.7 56.7 -120.0 69.3 .115.4 69.3 •792 69.3 - 64.7 647 58.7 -120.0 69.3 -107.8 69.3 -71.3 89. -58.2 58.2 .51.7 51.7 -120.0 69.3 .107.8 69.3 .71 .3 69.3 -58.2 58.2 51 -120.0 69.3 -101.8 69.3 -63.7 83.7 -53.0 53.0 -47.3 47 3 •120.0 69.3 •101.8 69.3 •63.7 63.7 •53.0 53.0 47.3 53.125 (8) ' -120.0 69.3 -93.2 69.3 -58.2 - 58 2 -47.2 47.2 -42.6 436 53.125 (8) •120.0 69.3 -93.2 69.3 -58 2 56.2 -432 47.2 _ -42.6 42 6 REFERENCE TEST REPORT: FTL -1536 F T INDUSTRIES 1070 T(CNNOLOCr ORME NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS: FL 24274 128.41 8/ FK 0...d 8y: FK 0'.. Sr 0•,[691;011: 121.: 546./Mod[, SH -701 date: 1 /16/02 r: r /4 /01 Oar•: (/2 7/96 acorn NTS kMa;9n.• A00 N.S. dr TEMP. OP 0.4,;en.: Sheet: 5 cif 8 I'It(lt1UCT NE■S.FO IbWla4I ..ire the F1 Aerepu.n N 07- d VI. rl oft ALUMINUM SINGLE HUNG WINDOW Or0.0,0 he. 4032 fret COMPARATIVE ANALYSIS, NON - IMPACT 3/16 R 1 x WOOD BUCK • TYP. HEAQ TYP. S1L4 1.250 3/16" TAPCON r z50 MAX. 2 x WOOD BUCK 3/16" TAPCON /70 PANHEAD TYP. HEM? 4. TYP, SILL 1.250 .250 MAX. 2 x WOOD BUCK .250 MAX. v//7/7- 3/16" TAPCON ` I PKILPITIMI .250 MAX. TYP. JAMB —j 1.250 D STR E • 4 f070 TECHNOLOGY ORNE NOKOWS. FL 34275 P.O. HOX f 529 NOKOMIS. PL .34274 1 x W000 BUCK R..10 0 7: FK R.+10 FK Oj Drawn By: R.S. rue: Swr., /Mod.I. SH— 701 cam a 16/02 Ootr 1/4/01 Oor 1,27/96 SCOW NTS MAX. R..41;oac ADD SENTRY GLOSS C SI R.d1a.c I 6 d 8 TYP. JAMB PRODUCT' HC.Ii,ED u c..pIy1.� wkh H. MOOS Belding Cod. Accepts.=No J2•.wt. 17 E.pindn. 0.1. r ..1 ANCHORAGE, 3/16 TAPCON OR 110 WOOD SCREW ALUMINUM SINGLE HUNG WINDOW 0.o.:np No. 4032 R 1 x W000 BUCK • TYP. HEAP 1/4" TAPCON #12 PANNEAD TrP. S1�� • 1.250 .250 MAX. 1/4" TAPCON .250 MAX. 2 x W000 BUCK TYP. HEAQ TYP. SILL 1/4" TAPCON 6L TrP. JAM@ .250 I'^ 1 x WOOD M BUCK INDUSTRIES 1070 TECHNOLOGY OINK NOKOWIS. ft 2.275 P.O. BOX 1529 NOKOMIS, iL 24274 1.250 h — i 1.250 4010 8y: FK Rend 8.: FK Crew. kr R.S. Dols: 1 6/02 Efate: 1/4/0 D.I.. 7/27/96 MAX. TYP JAM Re•slons• ADO SENTRY CLASS C.A R..istonc rMOUIiCT REVLSE0 a. reopM.t with IEe flosdnd &duly Cone Aetsplaace Esplsalioa D.It S/e4 117 sal P •'et egged .alw D.eeMUon: ANCHORAGE, 1/4 TAPCON OR _1 WOOD SCREW fit'• ALUMINUM SINGLE HUNG WINDOW S.ne./Mode: 19c04. 514 -701 1 NTS Sneer: 7 or 8 O..+np No. 4032 Rev. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/22/2004 Applicant: JOHN Owner: YAO JOB ADDRESS: 712 NE 95 Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132060141920 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -982 YAO JOHN ST Contractor's Address: 14040 NW 6 CT Permit Status: APPROVED Permit Expiration: 1/15/2005 Construction Value: $300.00 Work: 2 SHUTTER OPENINGS Page 1 of 1 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 10 & 11 Fees: FEE2004 -7291 FEE2004 -7292 FEE2004 -7293 FEE2004 -7294 FEE2004 -7295 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $6.00 $109.30 Total Fees: $109.30 Total Receipts: $0.00 JUL C c 2 3 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 67 LOT SIZE BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) QHN ANC L N N4. `(AOPhone # cWS- 7`5 —' O8 Owner's Address — 71 - 2_ l tFt. G5 S7 City f\1ArMt 6rip4A -S State Fl.._ Zip ' 3 ( 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 2 N r C.1' ST City Miami Shores Village County Miami -Dade Zip $ 1 353 Is Building Historically Designated YES NO Contractor's Company Name OI2.O ( 1 NIC_ Contractor's Address 1'104 O 01/4-30.3 ra c-r city NOIV i4 mtA -erti Qualifier ( Ap.../ Miami Shores Village Buil ding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing State FL LL LAT_ SiA;S State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Z(.� • OV Square Footage Of Work: Type of Work: ❑Addition ❑Alteration 7 New ❑ Repair/Replace ❑ Demolition Describe Work: 514 v l ? ( e_s t — .1.-NT AL AZ IruN-1 Or- - 1v621t t C-A) 51--t �Z rt a_..s * * * * * * * * * * * * * * * * * * * * * * * * * ** ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ , Permit Fee $ /00 — CCF $ V 6e' CO /CC Notary $ —� Training/Education Fee $ e, a 0 Technology Fee $ Q , 5'O Scanning $ 6 — Radon $ Zoning Bond $ - -� Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) rX Q,t, / S �G rYi 0 0-e) / t r t� ' 9 7fltti Zip 7 3 I Permit No. 84 _ clg2. Master Permit No. 04 -4 f � Phone # 2 O - to $S - Gy 12 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 19 day of , 20 , by , day of "Sc t L.,4) , 20 $., by O .L AtJD6 ...c who is personally kns off, e or who has produced entification and who did take an oath. NOTARY PUBLI Sign: Print: My Conunission Expires: Chc 05/13/03 Contractor who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: = Commission #DD296544 n . Expires: Mar 04, 2008 % ; i ti os Bonded Thru ' " Atlantic Bondine Co. Inc. My Commission Expires: ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** � APPLICATION APPROVED BY: JUL 2 1 20 04 Plans Examine r Engineer Zoning • it ' • - Y r MIAM MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE J.1LP Inc. 8009 N.W. 54 Street Miami ,FL 33166 Your application for Notice of Acceptance (NOA) of: 20 ga. (0.035" w/o galvanic coating) Galvanized Stec! Storm Panels Shutter /' under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0228.11 EXPIRES: 05/28/2006 / THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Sr PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 05 /03/2001 i f/th f' 11 s04S00011pc200011templates lnocice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DAI)E FLAGLER BUILDING I 40 WFS FLAGLER S•rlu l r, SUITE 16113 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-290S CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 -255$ CONrRACroR I :NFOI(CE \II :NI' DIVISION (305) 375 -2966 FAX (305) 375 -290;( PROM ICI' CONTROL DIVISION (305) 375 -2902 FAX (303) 372.633') 7 Raul Rodriguez Chief Product Control Division Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Ilomcpagc: ttttp : //www.buildingcodconlinc.com JJLP. Inc. ACCEPTANCE No.: 01- 0228.11 APPROVED 05/03/2001 EXPIRES 05 /28 /2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Noticc of Acceptance No. 98- 0128.06, which was issued on May 28, 1998. It approves 0.035" Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acccptance, designed to comply with thc South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.035" Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 97 - 479, titled " 20 ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., signed and scaled by V. J. Knezevich, P.E., dated January 12, 1998, last revision #2 dated April 20, 1998, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval and Renewal stamps with thc Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones. metal shields, headers and sills, must be protected against corrosion, contamination and damage at all timcs. 4. INSTALLATION This 0.035" Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo. city, state and thc following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shallbe accompanied by copies of the following: 6.1.1 This Noticc of Acceptance. 6.1.2 Duplicate copies of the approved drawings. as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I Ielmy A. Makar, P.E. - Product Control Examiner Product Control Division 1 JJLP, Inc. ACCEPTANCE No.: 01- 0228.11 I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data. engineering documents, arc no older than eight (8) years. 1 APPROVED 05 /03/2001 EXPIRES 05/28/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all thc requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an cndorscmcnt'of any product. for sales, advertising or any other purposes. 6. The Notice of Acccptancc number preceded by the words Miami-Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to thc user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer nccds not reseal the copies: 8. Failure to comply with any section of this' Acceptance shall he cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages I. 2 and this last page 3. END OF TI IIS ACCEPTANCE �/ ft t! • /1/(4- I Iclmy 3 Product Control Division akar, P.E. - Product Control Examiner .S00 1 L120 IPERP. TO PANEL SPAN/ SECTION O TYPICAL ELEVATION 8 M.T.S. FASTENER • 12" 0.C. FOR DESIGN LOADS LOSS THAN OR EQUAL TO 100 PSF & • Y 0.C. FOR OCSIOH LOADS GREATER THAN 100 PSF ISEE ANCHOR SCHEDULE FOR AM/ ACCEPTABLE ANCHOR) EXISTING STRUCTURE PROOUKT MARcNG LOCATION .170 1.500" $LAIC• r • 1.-0 WIDTH UNLIMITED STORM PANEL PLAN 1 /l' MAX. OVERLAP FASTENERS TYP. ISLE NOTE • 61 ALUM. ANGLE CLOSURE PIECE= rx2'x .12S'MIN.TO 2 x5 x.12S'MIME PRODUCT NARKING (OPTIONAL LOC A TIOM l&0' AT .770' OVERLAPS 1.120 1.500 TOP MOUNT :DOQS OR DIRECT MOUNT PLAN VIEW BOTTOM MOUNT ®©C)OR • DIRECT MOUNT 1.320 - 1 OVERLAP FASTENERS (SEE PLAN VIEW 1 NOTE SI HOLE FOR WEDGE PIN ITYPI 1 6 BOTTOM TRACK O ` sus.", r • T-0 EXISTING STRUCTURE .08S' w o o 1 •P TRACK © SCALE . KALIF SIZE 2.104' O 'M HEADER SCALE. 1" • r -0' • .070" s ITYPI el 0 270 e• 1.2SS SECTION A e I !® .OS'I 2SI (ZAMAC 3 ALLOY) WASHERED WINGNUT O SCALE • MAUI SIZE PLAN VIEW SCALE: 1 -1/2" • T -0" 070' I — R .250" 177,61 0 o .n o •8 H M a SCALE 1 -121 .637 2.306 v6 THRE•DED MOLE 070 R .2S0' 7TvT1 • 0 0 0 • I o "U• HEADER SCALE. 7' • r-o' O WEDGE PIN SCALE. r • r -o• .160' 1/2 MIN. OVERLAP-4 1 0 L S.00 ALUM. ANGLE CLOSURE PIECE. 1' a 2 :.125 MN. TO 2 a S :.12S MAX. 1 - 111N. .12S ITYPI ® ANGLE SCA O LE. r • r -o- £ )OS T116 STRUCTURE .11S ITYPI of 11r119_p I, 2.00 . STUDDED ANGLE SCALL. r • r -o• NOTES: 1. THIS STORM PANEL SYSTEM IS DESIGNED N ACCORDANCE WITH THE SOUTH FLORIOA BULGING COOS. WP(. EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -66 - MRIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES - . 3. STORM PANELS SHALL BE 20 GAUGE STEEL II ..0)5 - ) CONFORMING TO ASTM A6S3. STRUCTURAL QUALITY GRADE 40. GALVANIZED COATING 00. ALL ALUMINUM EXTRUSIONS SHALL 131 0003 -T6. U.O N. L. PRODUCT MARKINGS SHALL BE WITHIN TS' OF ONE ENO OF THE PANEL WITH A MN. Or ONE MARKING PER PANEL OR ONE MARKING ON MEAGER OR SLL ANO SMALL BE LABELED AS FOLLOWS �JLJ',LNG MAM. FL OADE COUNTY PRODUCT OOHTROL APPROVED S. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy . 33 KU 6. ALL PANELS SMALL BE FASTENED AT OVERLAPS AT MOSPAN W/ 1 /4-ZO a r BOLTS WITH OC CAST ALUMINUM WASHEREO WINONUTS 1 SEE TYPICAL ELEVATION 1. FOR PANEL SPANS LESS THAN 33- OVERLAP FASTENERS ARE NOT REQUIRE°. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED N PROOUCT TESTING. 6. THE DETAILS ANO SPECIFICATIONS SHOWN NERCIN REPRESENT THE PROCIUCTS TESTED FOR ~ACT. CYCUC AND UNIFORM STATIC AR PRESSURE TESTED IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 202. ANO 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION TEST LCTCI REPORT No.9S -01S L No. 96 -001. f. AT LEAST ONE WARNING NOTE PER OPENING SHALL SE PLACED RI A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WLL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLKABLE. IL THIS DRAWING IS NOT VALID WITHOUT JJLP HC RAISED CORPORATE SEALUM. PRODUCT RENEW ACCEPTANCE ��, � ._1L E. 6. 1 '110; DATE G � Z,O,0 EOY PU • CONTROL DIVISION BUEL DDIO CODE COMPLIANCE OFFICE FASTENER O 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSP L O 9 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF IS(E ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) AFF1I:ED AS COMPLYING WITH THE SOWN 9 CODE :Vu: 9 • p 't - /- P.I)DUCT COI ,0: Di S.ON . 2L ILOIt1'. COME COMPLIANCE OFFICE iccEPTA;cE ilo. 1 Z -412Z .06 r� • • 2 _ a N 0 J L SENIMPIMINISajee l; v -a „CH '*CFCs 2 ENGIIKERI FL �nto No PE • 0903 ! 199 •ICI] /MO •c•In •. or AO MOTE° � C r.•I(r oat I Oa . [nuc" oat r *raving n•. 97-479 ( :A• j SEE MN. SEPARATION FROM GLASS SCHEDULE GLASS OR 000R SCE MN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR @CONT. (ANGLE LEO MAY BE REVERSED, ---- ANGLE TO WALL DETAIL FASTENER. SEE ANCHOR SCMEDLR.E. REFERENCE CONNECTION TYPE 2 FASTENER. SEE ANCHOR SCMEDULE.REFERENCE CONNECTION TYPE 1 UOSTNO STRUCTURE O WALL MOUNT SECTION A SCALE: 3' • r -0 • t0. ;; CO FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONECTION TYPE 3 • • EDGE 01ST.'• EXISTNO STRUCTURE I/4 -20 MACHINE BOLT M/ •s - PM - NUT & WNGNUT 6' 0.C. N • EXISTING STRUCTURE O CEILING/INSIDE MOUNT SECTION D SCALE: 3' • r -0 V4' MAX. V4' MAX. 1/4 -20 MACHNE SOLT W/ - PM' NUT t WINGNUT p 6' O.C. PANEL TO ANGLE DETAIL EXISTING w000 fRAMNIG -- L GLASS OR DOOR SEE MN. SEPARATION FROM GLASS SCHEDULE C . . -a SEE MIN. Z W SEPARATION FROM GLASS SCHEDULE za V J J < GLASS i n OR 000R a a 0 <0- r N FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTIONTYPE 3 EDGE DIST. EXISTING W000. CONCRETE OR HOLLOW BLOCK STRUCTURE v F I p N 1 .5.. T I r c( I IAA EXISTING W000 FRAMING ANGLE TO WALL DETAIL r FASTENER. SEE Al SCHEDULE. REFERI CONNECTIONTYPE 1 I/2" 0 FASTENER. SEE A SCHEDULE. REFE1 CONNECTIONIYPE O WALL MOUNT SI B SCALE: 3 • T -0' DIRECT MOUNT. 1/4'• RAWL CAL SEE ANCHOR SCR CONNECTION TYPO PHILIPS PAIL MCA WOOD BuS►9•G (1 PHILIPS PA/1 MCA SCMEDU LE FOR SI CONNECTION TYPO @cc FASTENER. SEE ANC SCHEDULE. REFERENT CONNECTON TYPE 1 \ . EXISTNG W000. CONCRETE OR HOLLOW BLOCK STRUCTU O WALL MOUNT SECTIOt E SCALE: 3 • 1' -0' GM. TO ANGLE DETAIL ION •- OR 12' O.C., REFERENCE N us.-20 . I TS OR 7/11 - • 0.0. C. v/ v4.-20 . r TS. SEE ANCHOR SPAC•I0, REF. 2P OR BOTTOM). SEE MIN. SEPARATION FROM GLASS SCHEDULE ©CONT. (TYP. TOP L BOTTOM EXISTING STRUCTURE EXISTING W000. CONCRETE OR HOLLOW BLOCK STRUCTURE SCALE: 3' . T -0' FASTENER. SEE ANCHOR SCNEOULC.REFERENCE CONNECTION TYPE 1 V4 MACHINE DOLT t (TYP. TOP & 60TT�� NUT • 12' 0.C. OR •14 .3 /4 TEK SCREW • 12' O.C. (TYP. TOP L BOTTOM ) "7 /2- Ay 2 t� CONT. (TYP. TOP & BOTTOM) . VOL CLOSURE REO (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION C 1 /a NAX. 1 /4-20 MACHINE BOLT W/ 'PM' NUT L WINGNUr er 4' 0.C. (TYP. TOP L OOTTONI PRODUCT RENEWED ACCEPTANCE N0 0I - OZZ`75. 1 LXPI TION DATE CD /Z' / 2 00 (0 13Y 1 Lam✓ 1 . LLB PRO • •• • NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH TF SOUTH FLORIDA BUILDING CODE • DAT Pr 1 • • 19 0 • BY WA i J / PRODUCT COi;, . t)L DIVIS:OI1 BUILDING CODE COAIPLIANCE OFFICE ACCEPTANCE NO. S _ Q I Z 06 U ( design by I vx a. a 1 cn.cw.a of v•c •f.vM• n.. 97-479 SEE qW SEPARATION PROM GLASS SCHEDULE GLASS OR 000R SEE MIN. SEPARATION !IRON GLASS SCHEDULE GLASS OR DOOR ©lOASSEMeLY QS COHT. (ANGLE LEO MAY BE REVERSED! ExISTMO STRUCTURE SEE KR SEPARATDI( FROM GLASS SCHEDULE E)OSTHO STRUCTURE FASTENER, SEE ANCHOR CONNE F TYPE • C( e 1/4-20 MACHR4E BOLT t WI+NGHUT • a - O.C. MAX. nub THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS O WALL MOUNT SECTION (TOP) SCALE , 3- • 1• -0- O FLOOR MOUNT SECTION SCALE: 3' • T -0' MASS OR DIM FASTENER, SEE ANCHOR CONNECTION TYPE 6 CE EXISTING STRUCTURE • 11 4 -20 MACH BOLT M/ - PM - NUT & MHNGNU T p 0 - QC C z J 4 O. 4 X 1/t•0 RAVL CALK -IN B 6' OR l2 Q.C. 1/4 x 1• MOLD'S PAN HEAD DOLTS DR 7/16•0 fQ Vtm DUSHDIG 0 6. 0L v/ SCE .1/4-20 x 1' PM/LIPS M C1 R SCHEDULE L FO R SF TYPE 6 DOLTS. SCE SPACING. PE 1 t tnf, THIS DETAIL My DE USED AT TOP OR DOTTD( PANELS. © WALL MOUNT SECTION (BOTTOM) SCALE 3• . I• - 04 20 98 11:38 FASTENER, SEE ANCHOR SCH(ouL(, REFERENCE CONNECTION TYPE 3 --- EXISTING W000 STRUCTURE NOTE. THIS O(TAIt MAY BE USED AT TOP t BOTTOM OF PANEL © FLOOR MOUNT SECTION SCALE: 3 • r - 10 - PM - NUT 1 / MACHINE t WI►1GNVT V4-20 MACHINE SOLT V/ 'IOM- NUT & MeerNUT 0 4 o.C. - @CONT. (ANGLE LEO MAY e( REVERSED( 1 / 4 -20 MACHINE BOLT t NUT 24 O.C. (TYP) 2 "■ r* .12S" CONT. ALUM. ANGLE -- © CORNER DETAIL SCALE: 3' • t' -0 L' ®CONT. (a "PM" NUT ASSEI SCALE: HALF SIZE WOOD) Y GLASS OR 0008 N M • pH BUILD -OUT MOUNT SECTION r M•l Ea. 1 E0. r met EXISTING W000 STRUCTURE PRODUCT RENEWED ACCEPTANCE — 0 •1) EXP By SEE MN. SEPARATION) FROM GLASS SCHEDULE DOA Ssarelr QS CONT. ITY•. TOP t BOTTOM) CONT. EXISTING STRUCTURE SCALE: 3 . SEE MIN. SEPARATION FROM GLASS SCNEDULE- � i GLASS 011 DOOR . SIDE CLOSURE REO•D. (SEE PLAN VPEW1 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE. USE OF THIS DETAIL IS LIMITED TO • 72.•SF. SCALE: 3 . 1' -0' TIONDATEQS / /Zc NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE • 1/&.20 MACHINE BOLT W/ 'PM' NUT & WNGNUT • 1" O.C. \1 1/4-20 MACHINE BOLT FASTENER. SEC ANCHOR t NUT 12' O.C. SCHEDULE. REFERENCE COo•ECTION TYPE♦ 1/2 1 � CONT. 1 /A' • S.S. LAG SCREW M/ 1 -1/2' PENETRATION INTO W000 BLOCKING • 12' 0.C. NA' • S.S. LAO SCREWS 24.' O.C. W/ 1 -7 /4.' PENETRATI ON N 2' • 6" P.T. M000 BLOCKING O WALL MOUNT SECTION ,(BOTTOM) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT % 19 BY Q t PRODUCT COI:ffOL OIY;SiON BUILDING CODE COMPLIANCE OFFICE • ACCEPTANCE NO Qg' n Z S 04 O7 W 1- 0 0 07 .B U W N W z El PE. • V.J. P110ff v CE '3 z a V1 4 L 0 4 z W Y 0 J •O � ic• 1.0 983 • 110, 2 is ��iINi t ./ WEN ER' O199e � :..N• 1.ad. t Al HOT(O d1/11r•• dr•rn by He design by �rNwa1.•O OT� b.( I vie dr•ln• n• 97 -479 •M... 7 of 4. 1 STORM PANEL SCHEDULE. NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS FOR STUD ANGLE MOUNTS ANO DIRECT MOUNTS (TOP 1. BOTTOM) L max. (FT -IN) L max. (FT -IN) 40.0 11 - 4 11 - 5 50.0 10 - 2 11 - 5 60.0 9 -3 11 -0 70.0 • -7 10 -5 •0.0 7 -7 9 -9 90.0 6 -9 9 -2 100.0 6 -0 B -9 110.0 S -6 / - 4 120.0 5 -0 • -0 130.0 4 - • 7 -6 140.0 4 - 4 7 - 4 150.0 4 -0 7 -1 160.0 3 -9 6 -11 170.0 3 -6 6 -6 1.0.0 3 - 4 .. 6 -6 190.0 3 -2 6-3 200.0 3 -0 6 -0 210.0 2 -10 5 -6 220.0 2 -9 5 -5 230.0 2 -7 5 -2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(w1 (PSFI ACTUAL PANEL SPAN (L) IFT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30 OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS 30* OR GREATER ABOVE GRAOE (INCHES) 40.0 . 5 - 0 2 -1/2 1 -3/6 6 - 6 2 -1/2 1 -3/4 11 - S 2 -S/6 2-5/8 S0.0 S - 0 2 -1/2 1-3/8 • - 6 2 -1/2 1-7/8 11 - 5 2 -7/0 2 -7/6 60.0 5 - 0 2 -1/2 1 -1/2 6 - 6 2 -1/2 2 11 -0 3 3 70.0 S - 0 2 -1/2 , 1 -1/2 6 - 6 2 -1/2 2 10 - 5 2-7/8 2 -7/6 60.0 S - 0 2 -1/2 •1 -1/2 0 - 6 2 -1/2 2 -1/6 9 - 9 2 -3/4 2 -3/4 90.0 4 - 0 2 -1/2 1 -3 /8 6 - 0 2 -1/2 1 -5/6 9 - 2 2 -5/8 2 -1/2 100.0 4 - 0 2 -1/2 1 -3/6 6 - 0 2 -1/2 1 -5/6 6 - 9 2 -1/2 2-3/8 112.0 4 - 0 2 -1/2 1-3/8 6 - 0 2 -1/2 1-5/8 6 - 3 2 -1/2 2 -3/6 T A 0 L E 1 T A e L E 2 n • Inn • ^n 6" INTERIOR FASTENING ANGLE ASSEMBLY SCALE • )' • r 1/4 - • DROP -IN ANCHOR 0 6' O.C. W/ r MIN. EMDEO. IN CONC. OR 1/4'• RAWL STEEL DROP -IN W/ r MIN. EM8E0. IN CONCRETE 6' O.C. ANCHOR NOTES. 2"xrAL. STUD ANGLE 1/4. -20 STUD 1/4 3/6'• HOLE FOR FASTENING PANEL - GO 1/4 -20 STUD W/ NUT (ID 6 O.C. ♦-q 1 -1/2 INTERIOR FASTENING ANGLE ASSEMBLY ,•ec1,ON SCALE. r•r -1' 0 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE MIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIOE STORM PANEL INTERIOR N FASTENING (ISOMETRIC) SCALE • 3 • r -0' 1. MINIMUM EMBEDMENT ANO EOGE DISTANCE EXCLUDES WALL FINSH OR STUCCO. 2. WMERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED 114 CENTER OF W000 STUO (NOMINAL r • 4' 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. SPANS ANO LOADS SHOWN HERE ARE POR ANCHOR MATERIAL. ANCHOR TYPE AND EDGE DISTANCE ONLY. ALLOWABLE SHUTTER SPANS FOR ANT LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 4 OF 4. ANCHOR TYPE LOAO (W) PSF MAX. ( 6 E ) NOTE 2' EDGE DISTANCE 3" EDGE DISTANCE 5 -7" MAX. SPAN (SEE NOTE 4) 0' -6" MAX. SPAN (SEE NOTE 4) 11• -5" MAX. SPAN (SEE NOTE 4) S' -7" MAX. SPAN (SEE NOTE 4 ) 0' -6 MAX. SPAN (SEE NOTE 4) 11*-5" MAX. SPAN (SEE NOTE 4) CONNECTION 1 2 TYPE 3 45 CONNECTION 1 TYPE 2 3 415 CONNECTION 1 2 TYPE 3 45 CONNECTION 1 TYPE 2 3 45 CONNECTION 1 TYPE 2 3 45 CONNECTION 1 TYPE 2 3 4 12 5 7 52 12 12 12 12 10 12 12 10 12 7 12 7 7 9 5 12 12 12 12 12 12 12 12 12 10 12 9 12 OD J� i/• CALK - M w/ 7/6 ILMI EOKNT a L►.6 4/1 - 2. Si. nwt.wK SQtV 62 12 12 12 12 9 12 9 0 9 5 12 7 7 9 5 12 12 12 12 12 12 12 12 12 8 12 9 12 11 7 72 12 12 11 12 7 12 7 7 9 5 12 7 7 f 12 12 12 12 11 12 9 12 11 7 12 9 12 11 7 156 12 7 7 f 5 12 7 7 f 5 12 7 7 9 5 12 9 12 11 7 12 f 12 11 7 12 9 12 11 7 230 12 7 7 9 5 12 7 7 9 5 12 7 7 9 5 12 9 12 11 7 12 9 12 11 7 12 9 12 11 7 ji11111111m1111111m1111111D0 - a - • ITw TAPCON V/ 1 -V a nut EMG[L1.KNT S2 12 12 12 12 8 12 7 9 12 5 12 4 7 5 L. 12 12 12 12 10 12 0 12 12 6 12 8 6 4 62 12 12 12 12 7 12 5 0 7 4 12 4 7 5 4 12 12 12 12 0 12 6 10 0 5 12 5 0 1 - •— 6 4 72 12 9 10 12 6 12 4 7 5 4 12 4 7 5 4 12 10 12 12 7 12 5 e 6 4 12 5 0 6 4 156 12 4 7 5 4 12 4 7 5 4 12 4 7 5 4 12 5 0 6 4 12 8 6 4 12 5 0 6 4 230 12 4 '7 5 4 12 4 7 5 4. 12 4 7 5 4 12 5 0 6 4 12 5 0 6 4. 12' 5 8 6 4 / � }® 1 1 ' V " �t 52 12 12 9 12 s 12 5 6 10 3 4 4 12 12 12 12 0 12 9 12 11 4 7 5 3 62 12 9 7 12 4 10 4 S 5 3 4 3 , 12 11 12 12 6 12 0 6 11 4 6 4 3 72 12 6 6 12 4 9 3 4 3 4 - 3 4 3 /' 12 9 10 12 5 11 6 4 11 4 6 4 3 RAMI CALK - .. w/ M/ / 7/S - CMCOMENT • 7 /• va S.S. NADINE SoIEM 156 9 3 4 3 r 9 3 4 3 ir 3 4 . 3 L . 11 4 6 4 3 11 6 4 11 4 6 4 3 230 9 3 4 3 9 3 4 3 3 4 3 /,, 11 4 6 4 3 11 6 4 11 4 6 4 3 !iini mmmtlmll1111,11L 11./v1 M94. TEMSCDNLNT 52 12 12 0 12 9 4 5 7 r 14 4 3 12 12 10 12 5 11 7 0 0 / 5 3 62 12 7 7 12 4 e 3 4 4 PA 7 FA= 12 e 8 12 4 9 3 5 4 3 e 5 3 ea ES 72 10 5 6 10 3 11IIGl j re7EWAl2 5 7 12 4 8 5 3 ME 156 7 // 4 • MORE 7 orm ■ • 0 0 V/ 5 3 r • NEEN 230 7 // 4 /% 7. 4 / 7 EIMOIDIMEINCIE 5 3 e 5 3 al 0 PASTENER SPACING (INCHCSI REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER SPACING IINCHCSI REQUIRED POR VARIOUS DESIGN LOADS APO SPANS ANCHOR TYPE E va - . SS. LAG 101EM v/ 1 -) /1. ma. THREAD ENSEONCNT SHEAR PARALLEL TO W000 GRAIN E V. - . Si LAG SOKM M/ 1 - 3/4 . MK THREAD EH8COntNT SHEAR P7RPCNOICULAR TO V000 DRAM 718 - 0 OA MASS V000 SULK, A 4/146 . r MUM ►AN MEAD 6 . T V/ Sir N.L tNLD.OR LOAO (w) PSF MAX. CONNECTION CONNECTION (SEE TYPE TYPE NOTE 4) 1 2 3 41 5 1 2 3 4 5 52 62 72 156 230 52 62 72 156 230 S2 62 72 156 230 3/4' EDGE DISTANCE 5 . -7 .. MAX. SPAN (SEE NOTE 4) 12 12 12 12 9 12 12 8 12 6 12 7 6 9 4 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 12 7 7 12 12 12 7 7 12 10 7 3 3 11 9 6 6 10 7 5 5 10 9 7 5 12 12 9 9 12 12 12 9 9 12 12 12 4 • 6 4 4 8 6 5 3 3 6 4 3 e' -6 MAX. SPAN (SEE NOTE 4) 12 12 12 12 12 12 12 12 12 12 11 10 10 10 9 7 7 7 12 9 7 7 7 6 4 3 7 6 6 7 5 5 5 5 7 6 5 12 9 9 9 12 12 9 9 9 11 6 4 4 5 4 4 4 5 4 3 3 3 4 3 3 11• -5" MAX. SPAN (SEE NOTE 4) 1 2 3 4 5 12 12 12 12 12 12 12 12 12 10 10 10 3 3 10 10 CONNECTION TYPE 7 7 7 7 7 7 7 7 7 3 3 3 6 6 6 6 5 5 S 5 S 5 S 5 5 5 9 9 9 9 9 9 4 4 4 4. 4 4 4 3 3 3 3 3 3 3 3 3 3 4 3 4 3 PRODUCT RENEWED ACCEPTANCENo.(TI -02-22 I) EXPIRATION DATE OS / 2 $ ! 2(Y)(0 BY Ut NTROL DIVISION BUILDINO CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DM BY PRODUCT CONI.,OL OIV:S:ON BUILDING CODE �COOMPIIANCE OFFICE -► ACCEPTANCE NO o - 12 U Z - i W U o O • 01 • 07 : < .• = 0 o > W N v W Z 0 V.J. 'PIOUS FL (t1..10n by 1 V HI r 01/12/6• at .4. dram 6T AS NOY7Ofl C (cn.ck.a e1� ` VPO J .r•ww.g n•. 97 -479 COPYRIGHT 1998 KNEZEYICH 1 ASSOCIATES, INC. 20 GA GALVANIZED STEEL STORM PANEL HIAH11305) 803 8CCO REVISIONS Fury. NOTC el Inspection Number: INSP -8591 Inspection Date: 02/01/2006 Inspector: Desharnis, George Owner: YAO, LIANNE Job Address: 712 95 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL e: (305)795 -2204 Fax: (305)756 -8972 Ph 2 Block: Permit Number: BP2004 -982 Permit Type: Imported Permit Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060141920 Lot: Phone: (305)685 -0412 Page 2 of 2 Passed Inspector Comments c LA— _ ,. e...--q -e.. - e r--S ` .,,,1"/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -8591 Inspection Date: 02/01/2006 Inspector: Desharnis, George Owner: YAO, LIANNE Job Address: 712 95 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores Village, FL 33138- Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL e: (305)795 -2204 Fax: (305)756 -8972 Ph 2 Block: Permit Number: BP2004 -982 Permit Type: Imported Permit Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060141920 Lot: Phone: (305)685 -0412 Page 2 of 2 �7�{ £ �" ! IInC*'7P"R;T% Inspection Date: 01/1212006 Inspector. Devaney, Michael Owner. YAO, LIANNE Job Address: 71295 Street NE Project <NONE> Miami Shores Village, FL 33138- Contractor. DOMINIX ELECTRIC INC Building Department Comments Passed Failed Correction Needed Re -Inspection Fee ($75) Wednesday, January 11, 2006 8004 92L'ON r f No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N. nd Avenue Miami Shores, FL Phon : (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Puce! Number 1132060141920 Inspector Comments 56 , P W 7 � Q- / ? ?, 7 2 T1,e- / Permit Type: Imported Permit Inspection Type: Final Nork Classification: <NONE> Lot: ZZb0Sb6S026 F 99I 11 I n S3i'IOHS I WU I W 6S : 0 T Phone: (305)944 -1077 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - 0/ Job Address . V 7/ p r e Si Tax Folio /1 - 3 D O &O J b / l9at) Legal Description L D T 5 10 4 Historically Designated: Yes Owner/Lessee / Tenant y J 0 h f) P t Li an (l? at) Master Permit # 4 Owners Address 1 / TIE [ �� 9 Phone (00q) 7S 40 Contracting Co. , . t &M.' l d>ti. Address . 7 ?& 0 �� c.<.. 1/ --. OWNER'S construction Qualifie State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): : UILD t / ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION L nsfa. -1 / t /� 1 �-- Ca-K -e_ guLubbtrs Square Ft. pZ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. FEES: PERMIT D . 1 1 an ture of owner Ian r Condo President e 7 /� O� LILIANA DIME ff MY COMMISSION • CC 923s4 N OF EXPIRES: March 30, 2004 C „tt e of Contractor or Own ►L R Date AVIT: I certify that all the foregoing information is accurate and that all work will t done in cf pli ce with all applicable laws regulating zoning. Furtlja more, I authorize the above -named contractor to do the work stated Notary as to er a1d/or Condo President My Commissi n Expires: RADON SS# Phone -' s .3'S ' - 7'� 7 S _ Estimated Cost (value)) 3 ' Sb - S to C rtractor 'ssion Expires • 2 ls` (1 fi ,! "�; ;: OP7 :CU:.:3ER • 44 Q C7 C9 I nc c� ';ti C: `y. ::c.!?117. C.C.F. 0 NOTARY — 0 ? BOND err' • "4'; 47111 4'; _u!..tt `.01ti , tY SiAL 6 AYu( "cLs. i ":i BECKER TOTAL DUE,/ /V Date 0 APPROVED: Zoning Building Electrical Mechanical Plumbing Structural Engineer 1' *-f" 7 f r y , °Z) Ark-A 717?-yt, E SLAS.nvc. HURRICANE SHUTTER 13894 S.W. 139 CT. MIAMI, FL 33186 Ph: (305) 225 -1393 Fax: (305) 225 -1322 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official TO WHOM IT MAY CONCERN: We are the authorized manufacturers of SLAS, INC. ACCORDION HITECH. Under product control number 99 -0430. 03 This letter authorizes T D Lc r To use our above named product in accordance with appropriate county codes. In additional all product applications are to be strictly adhered to. Always refer to submitted engineering. Contractor: Job location: Name: K,41/ &p7 Name: J 0L,» /A D Add: ?7,0 Q / (C is Add: 7(-z- / e 9 l S T City/zip:.,tettO g5 45 6 City/zip: AKA Ai; ,24 rc, ?31 Sincerely, SLAS, Inc. Edel Gonzalez President PRODUCT CONTROL NOTICE OF ACCEPTANCE Sias Inc. 13894 SW 139 Ct. Miami Fl 33186 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 6339 HT100 Accordion Strutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types o1 Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure th product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0430.03 Expires:06 /17/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod and Product Review Committee to be used in Dade County. Florida under the conditions set forth above .- \pproved:06 /17/1999 11111'111,• 11,.1 ot %1IAMI -DADE ( - OI_N i Y I METRO -IJADE FLAGLER BIJILDIN(, BUILDING CODE CO >IPLIAVCE 01-1-1( METRO DADS FLAGLER Bl ILDI.\(, 110 WEST FLAGLER STREET. SUITE 1601 MIAMI. FLORIDA 33130 156( 13051 375 -2901 FAX (305) 375 2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 2558 rancisco . Quintana. R Director Miami-Dade Count.) Building Code Compliance ., 1 , t.:1 1i111111! 11 1 ,1411 ^/ II .1111e , t 11111 1111 Raul Rodriguez Chief Product Control Divisio ..n ., 1 SLAS, Inc. ACCEPTANCE No. : 99- 0430.03 APPROVED JUN 1 7 lago, EXPIRES JUN 1 7 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miar Dade County, for the locations where the pressure requirements, as determined by SFBC Chap 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliar with the following documents: Drawing No. 98 -849, titled "HT 100 Accordion Shutter ", prepa; by Knezevich & Associates, Inc., dated July 23, 1996, last revision #5 dated April 30, 1998, sheet- through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice Acceptance number and approval date by the Miami -Dade County Product Control Division. Th, documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not'limited to embedded anchor bolts, threaded con metal shields, headers and sills, must be protected against corrosion, contamination and damage all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance « the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice Acceptance, clearly marked to show the components selected for the prc: p 4nstallation. 6.1.3 Any other documents required by the Building Official or the South Honda B._ Code (SFBC) in order to properly evaluate the installation of this system. ; 1/ 1Z7 / t Heftily A p 1= - Product (lonerol Product DIv hdon SI.AS, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and t original submitted documents, including test - supporting data, engineerine documents, are no older than e; (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and t1 following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in t1 specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a . There has been a change in the South Florida Building Code affecting the evaluation of this prod: and the product is not in compliance with the code changes. b. The product is n longer the same e er has not product (identical) complied r hall requirements aroved. includ�r = c I f the Acceptan correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation rnitia' submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatical be cause for termination of this Acceptance, unless prior written approval has been requested (through t'. filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any oth purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by ti expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall 1 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job s+ at all time The engineer needs not reseal the copies. 8 Failure to comply with any section of this Acceptance shall be cause for termination and remo\�! Acceptance 9 This Notice of Acceptance consists of pages 1, 2 and this last page 3. ENT OF "rIIIS ACCEPTANCE ■ ACCEPTANCE. No. : APPROVED EXPIRES 99- 0430.03 JUN 1 7 1999 JUN 1 7 2OG2 lielmv A altar. P 1 • Product Contr. Product Control (Di'. -.,,n t1 = .055 I HEADER -CLG. 0 MOUNTED SCALE: HALF SIZE TYPE 1 06/07/00 14:38 0 o 0 V1 .048 N t3 4 TYPE 2 966 1.193 2.420 t2 1_12 P 6U0 } rtt 875 SCALE: HALF SIZE t1 = .055 t2 = .076 t3 = .097 O HEADER 2 WALL MOUNTED EITHER TYPE 1 OR TYPE 2 SLAT I5 ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE O g TYP. SLATS ga ADAPTER SLAT SCALE: HALF SIZE SCALE: HALF SIZE GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: SLAS INC. MIAMI FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy = 33 KSI. POP RIVETS SHALL BE 3/16 "0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -OADE COUNTY PROTOCOLS PA 201, 202, AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORT No. 96 -024 AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10.FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 483 t1 t1 ,I 0 0 0 0 O 4 m 0.107 0.12 t2 1.840 0.875 (TYP. 2) t3 91.522 0.600 ITY zt i 0.326 1.840 .393 t1 (TYP. 2 0.620 0 11 N r o 0 0 s m Maxi N m en 0 .248 .060 -11 2" MIN. � 5" MAX. ANGLE 0.048 t3841 SCALE: HALF SIZE 1 SCALE HALF SIZE t1 = .055 t2 = .076 t3 = .125 0 BUILD -OUT WALL HEADER SCALE: HALF SIZE 2.775 .060, 060J 250 251 2.586 .165 I.D. .285 O.D. 949 1.391 SCALE: HALF SIZE ROLLER ASSEMBLY 3.840 MAX I .`060 1.891 80 0 STAINLESS STEEL ASSEMBLY I HOLE NYLON WHEEL RIVETED IN PLACE .058 f}-060 ry m SCALE: HALF SIZE TOP 0.483 n t2 0 } SILL -WALL O MOUNTED SCALE: HALF SIZE co 0 0 SCALE FULL SIZE t1 =.055 t2 = .076 t3 =.097 SCALE: HALF SIZE 2.984 O g CENTER MATE 1 10 CENTER MATE 2 230 MAX BOTTOM CARRIER BUSHINGS 313 688 14 LOCKING ARM SCALF. HALF SIZE 1/8" "THICK STAINLESS STEEL 0 (\4 m .248 SCALE: HALF SIZE 3.245 060 15 LOCKING CLIP SCALE: HALF SIZE (1 = t2 = .076 .076 WALKOVER SILL 1 g FLOOR MOUNTED SCALE. HALF SIZE 3.049 060- 060 .250 .949 1.391 1.891 80 0 N N I' u �J .060 0 m Ln {}--060 0 s CENTER MATE 1 W/ LOCKING ROD SCALE: HALF SIZE 0 4 1.533 055 --f II ITYP I -1 050 0 ADJ. SILL -TOP O ADJ. SILL-BOT. 0 FLAT END SLAT SCALE HALF SIZE 0 N 0 r J 0 m .190 0 J 095 CP N N -{442 0 N 1 i .942 SCALE: HALF SIZE 1.250 050 .025 (TYP 1 1.250 l 90° END SLAT SCALE: HALF SIZE 3.465 1.039 060 1.659 345 CENTER MATE 2 W/ LOCKING ROD SCALE: HALF SIZE .080 INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE 0.315" R 0.505" R 150 LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE. HALF SIZE 0.375" R W 0 1 0w r z V.J. KNE PROFESSIQIQUL EN¢INEER FL Lien a No: PE 900983 .- U N 017 2000 /23/96 1 b AS NOTED MC Oes.9n by 1 I<hec '.e0 by I VJK f r Sheet 1 O( 5 draw ■nq no 00 -849 z 4 a. N z 4 TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION a. N.T.S. SINGLE ARM LOCK 2 -1/4" SINGLE ARM LOCK 06/07/00 14:41 BOTTOM TRACK OPTIONAL DRILL 5/8 "0 HOLE FRO BOTTOM OF EXTRUSION r 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP.) VARIES - NO LIMIT TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER • w SEE FASTENER SCHEDULE PLAN VIEW SCALE : 3 1'- 0" LOCKING MECHANISM CAN BE C0 19" ABOVE OR BELOW CENTER )SEE NOTE 6) NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/4" MIN. 1 -1/2" MAX. JOINT BETWEEN REMOVABLE AND FIXED SILL 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16"0 POP RIVETS (0 6" O.C. PLAN VIEW FASTENER 'TYPE 4• SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION SECTION REMOVABLE FLOOR TRACK DETAIL O (TYP ogo FASTENER (A 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). • 1=51- cirxminft / —IMILN` ,111 1111 1111 EXISTING GLASS — ITYP.) FASTENER (0 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE 14 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCI' MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING (_ MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE: 3" _ 1' -0" O (TYP 1 6 -1/2" MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ SHIM OPTIONAL PLAN VIEW SCALE: 3" = 1" -0" .50 "m SCALE. 1 -1/2" = 1' -0" z E a 4 v USED WITH PIECES 0 AND LOCKING PIN FASTENER (0 24" O.0 (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) _ O ITYP 6 -1/2" FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS 2" MIN. 2" MIN TOP BUSHING 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING SCALE: HALF SIZE CARRIER BUSHING 0 12 7/16" 0.0. x 0.63" LONG NYLON O #10 x 2" SMS. MANUFACTURED FROM #1.10HT OR 8 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 - 0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY O III^ O V/ Ir o O I2 0 0 0 Q N c 0 0 • • 0 c o aloAa V.J. KNEZ PR OFES SI O NACENGIJ4EER FL Li PE scale AS NOTED d esign by VJK N CO U ▪ °C Z OCO 0 o • co g (s) U) 2� co Q N N 2 N to O 0) 7/23/96 C,awn by M� (checked by VIP( j 00 sheet 2 of 6 co (0 (0 0) O O O (0 O 0 No: 983 200 4— w MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR DOOR 0 W O O WALL MOUNT SECTION A II-- -GLASS Ili OR DOOR 06/07/00 14:42 EMBED. JEMBE0.1 SCALE : 3"= 1'- 0 11 CONT. 11/2 , 1/2 CONT. MIN. SHUTTER SEPARATION FROM GLASS ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPES. BUT DO NOT EXCEED 6 SPACING 1/2 1/2 EMBED. SCALE : 3 0•• ,- ROLLER ASSEMBLY 0 '1 / TYP EVERY OTHER PIN 0 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' BUT 00 NOT EXCEED 6 SPACING 1/2 (SEE SCHEDULE SHEET 5) 9 -3/16 MAX CONT. 11 CONT. 1/2 NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' O O BUILD -OUT MOUNT SECTION E 1/4 MAX. 0 1/4 MAX 1/ CONT. TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 414 TEK SCREW @ 12 0.C. (TYP., TOP L BOTTOM) 11 CONT. --4 1/2 5/8 ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN 1/2 MIN. SHUTTER 1 SEPARATION F-� 1 FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR DOOR 3/16 POP RIVET OR 412 TEK SCREW (6 6 0.C. (TYP.) L 0 ASSEMBLY 1 xt x1 /8 ALUM. ANGLE W/ 3/16 - 0 POP RIVETS (d 6 0.0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4' B CEILING /INSIDE MOUNT SECTION 1/4 -20 MACHINE BOLT W/ NUT @ 12 O.C. )TYP., TOP & BOTTOM) 0 1 /6 MAX. LA. 1/4" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. : 3"= V- 0 EDGE DIST. EDGE DIST. GLASS OR DOOR ta O MIN. SHUTTER FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 2./16 - 0 POP RIVET go 6 0.C. (TYP.) EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP 2 v, a W 3 = O 0 aj Xo a E W 0 N 0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4 OFF CENTER REFERENCE CONNECTION - TYPE 4' SEPARATION FROM GLASS 13SEE SCHEDULE SHEET 5i O 1/4 MAX. 1/4 MAX. Wr o O -' W1a GLASS OR DOOR W 0 0 W 0 O FASTENER, SEE ANCHOR SCHEOULE. REFERENCE CONNECTION 'TYPE 2 ® TYP. TOP L BOTTOM EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 1/4" MAX VP 1 SCALE 3 "• V- 0" 2 -7/6 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2' 1/4" MAX. O BUILD -OUT MOUNT SECTION F EMBED MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 3 -3/4 MAX. \ I 1/2 ALT. ANGLE LEG DIRECTION (TYP. SCALE 3". V - 0 - 0 CONT - FOR LARGER SPANS USE TWO 2 x 5 AL. ANGLES (SEE SCHEDULE 1 TYPE C) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 0 CONT. - FOR LARGER SPANS USE TWO 2 x S AL. ANGLES (SEE SCHEDULE 1 TYPE C) MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 1/4 -20 MACHINE BOLT W/ NUT (63 12 O.C. (TYP., TOP L BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT DO NOT EXCEED 8 -1/2 SPACING © BUILD -OUT MOUNT SECTION C SCALE 3". 1•_ 0" 1/4 MAX. O 1 TOP & BOTTOM /6 MAX. Lu O W GLASS OR 000R u 0 w 0 EQ. !El GO FLOOR MOUNT SECTION 1 /2T If LJ MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 O 3 -3/16 MAX. 1 1 71_1 EMBED O BUILD -OUT MOUNT SECTION D SCALE : 3 = 1' -0" L 1/4" MAX 16 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3 1/2 EXISTING CONCRE MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2 x 2 x .050 ALUM. TUBE TYP. TOP & BOTTOM 1/L MAX 1/4 MAXI FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r BUT DO NOT EXCEED 8-1/2 - SPACING r� N C O *11 ux N N C7 cc N •I 0 o o)0 • Li_ CD m Q N r co O V.J. KNI PROFESSIO FL Li PE sheet 3 o. 5 ;ETCH ENG EER! S No: 983 . Jt3N 0 7 2000 /23/96 state •arawn Dy AS NOTED„ MC aes.gn by .Icnected Oy VJK,1 VP( Orav4ng no 00 -849 I ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 x 5 Tv = .125 8• -0- 8' -1 Tf = .125" 2 x 8" Tw = .072 8' -0" 12"-0 Tr = .224 10 -0" 11' -1 2 x 9 Tv = .072" 8' -0" 13'-2 - Tf = .224 10' -0 12' -3 THREE 5/16 "0 CALK -IN p 3 -1 /8" 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. GLASS OR DOOR GLASS OR DOOR THREE 5/16 - 0 CALK -IN @ 3 -1/8" A l.! 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/4"/ MIN. EDGE DIST. EXISTING I ° EMB STRUCTURE a N tL- 4 EMS 4 (SEE SCHEDULE SHEET 5) (MAX. DESIGN LOAD ± 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3 "= 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) Eca SCALE 3 "= 1'- 0" 3/16 "0 POP RIVET OR 812 TEK SCREW (81 6" 0.C. ASSEMBLY 2"x 3"x 1/4 "x 0' -8" 6063 -T6 ALUM. ANGLE THREE -1/6 "0 THRU BOLTS 1" MIN. ACCESS HOLE-- T THREE -1/4 THRU BOLTS EXISTING ALT LEG DIRECTION STRUCTURE (MAX. DESIGN LOAD ± 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & T f . MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (3) 12 0.C. USE THRU BOLT OR ACCESS 1 AS SHOWN IN OETAIL O 1/4" MAX. W f H W H W = w rt S VI - O F = Q Z . 0 X 4 m Q Z E Q O OCC N J W 0 4 Z LL w v N N N � ▪ w D 2 1 in"'O ✓ H w D o 1 i O Z N OX m O a. W c Q = LL W 61 N N 3/16 "0 POP RIVET OR 1.112 TEK SCREW 6" O.C. NOTE= AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION I. MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & Tw NUT (A 12" 0.C. PROVIDE 1"0 r MIN. ACCESS HOLE IN BOTTOM OF BEAM OR USE THRBOLT AS 2" x 3" x 1/4 x 0' -8" SHOWN IN DETAIL Q9 6063 -T6 ALUM. ANGLE 1. USE BEA SCHE ULE FOR OETA)LSQj ANO J 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL 8E CONSIDERED AS THE DISTANCE FROM (OF SUPPORT TO fl OF SUPPORT. GLASS OR 000R PLYWOOD AND STUCCO FINISH 1"x 3"x 1 /8 " OR 1"x4 "x1 /8" 6063 -T6 ALUM. TUBE GLASS OR 000R PLYWOOD AND STUCCO FINISH 2 "Y 6 - PT WOOD PLATE MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) I 1J MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 1/2 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" 0.C. PROVIDE 1"0 ACCESS HOLE p BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW @ 26 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE 3"= 1'- 0" m 1/4" MAX. 1/4" MAX. FOR w00D PLATE USE 1/4 "0 S.S. LAG SCREW w/ 1_3/4• PENETRATION INTO W000 PLATE (0 12" 0.C. TWO 1/4 S.S. LAG SCREW (la 24" 0.0 MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = ± 72 P.S.F.) O K WALL MOUNT SECTION - USING 2" x 6 WOOD PLATE SCALE 3 "= 1'- 0° LL W 01 ON Ir � I O 0 0 dare � N Q o N N W CO 11111111 0 T m O f` C O (O z O m Y Y Y c )33 DI . o .. " 0 ge=ggg 4 0 .I1 V.J. KNEZEVIGI PRO FESSIONAL'E NGJFI EERI N N C'J 0 FL Li¢erte No: PE of •983 /23/95 00 -849 sheer 4 cf 5 20001 scale aravn by • AS D . I 'des.9n by - cnec4e0 Z f VJK ,l V,t 06/07/00 15:19 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE LOA DESIGN D (WI (PSF) ACTUAL SPAN (FT - 130 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRAOE 1INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1-1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAO (PSF1 TYPE A ALL MOUNTING CONDITIONS EXCEPT ©®® (FT -INI TYPE 8 DETAIL O OR OETAIL © w/ SINGLE ANGLE REQUIRED 3 -3/4 MAX. 8.0. (FT - 181 TYPE C DETAIL OOuBLE ANGLE REQUIRED 3 - 3 /4 MAX. B.O. - (FT - INI TYPE 0 OETAIL EO 9 - 3/16 - MAX. 8. (FT - INI 30.0 13 - I 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 73-1 11 -2 40.0 12- 11 10 -8 12 -5 10- 11 48.0 12- 9 -9 10 - 10 - 0 52.0 12- 1 9 - 4 9 - 7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 % I1 - 7 8 - 7 8 - 7 8 - 10 63.3 11 -6 8 - 6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 01.4 8- 11 7- 0 7- 0 7- 06.0 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7-3 5 -9 3 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 3 120.0 6 1 a- 9 a- 9 5- 0 130.0 5- 7 4- 5 a- 5 4- 7 140.0 5 - 2 4- 1 a- 1 4- 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 a - 6 3-7 3 -7 3 -9 170.0 a 3 3- 4 3- 4 3- 6 180.0 4 - 0 3 - 2 3 - 2 3 - c 190.0 3 -ID 3 -0 3 -0 3 -1 200.0 3 -7 2 -10 2- 10 3 -0 210.0 3- 5 2- 8 2- 8 2- 10 06/07/00 15:19 T A 8 l E OL ALT. CLOSURE DETAIL SCALE: 3 = 1' -0 Y x 2 x 1/8 ALUM. ANGLE 3 1410 TEK SCREWS OR 3- 3/16 - 0 ALUM. POP RIVETS (TYP.) 2 - x 1/8 ALUM. TUBE 6063 -T6 ALLOY 2 MIN. FASTENER (A 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 1410 x 1/2 GALVANIZED SMS OR 3/16 ALUM. POP RIVET @ 18 O.C. 1 x 1 x .05S ; 1 x 2 x 2 x 3 x .055 ; 2 x 4 - x .055 - OR 2 x 5 x .125 AL. ANGLE 010 TEK SCREW OR 3/16"0 ALUM. POP RIVET @ 24" 0 C (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR( NOTES: 1 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE 005108 LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO OETERMINE MIN. SHUTTER SEPARATION FROM GLASS. FASTENER (e) 24" 0.0. (USE ANY ANCHOR IN ANCHOR SCHEDULE) OM ALT. CLOSURE DETAIL SCALE: 3 = 1' -0 SCALE 3" = 1' -0" 2 x 2 x 125" ALUM. ANGLE CANT 1/4 -20 TRUSS HEAD BOLTS 3- NUTS W/ LOCK WASHERS (Ol 24 0.C. EXISTING STRUCTURE HALF OF USE MALE OR FEMALE AS REQUIRED OP ALT. CORNER CLOSURE DETAIL 010 x 7/2" GALVANIZED 585 OR 3/16 - 0 ALUM POP RIVET @ 18 0.C. 1" x 1 x .055 ; 1 x 2 x .055 - : 2 x 3 ..055 : 2 x 4 x .055 - OR 2 x 5 ..125 AL. ANGLE MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -832 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRE TE) 1 -1/4" 1. 1 SCALE 3 "= 1' 0" 4 = 1/4" MAX. EXISTING STRUCTURE 4 MIN. 3,000 PSI CONCRETE j ° CONCRETE FASTENER (al 8" 0.C. ANY SCHEDULED FASTENER IS (}� ACCEPTABLE 10 60" ALTERNATE O FLOOR MOUNT DETAIL . LL '1 _ QQ U _ U tz 5 � Y LL F • 3 43 2 • a uw t ' - U D i 47 u U w 5 LL22 Z� ✓ N Y • c 7j = m • z J o S I- ▪ w LL W OI 003 r0 I � 0 0 0 Q c 0 CO CD V.J. KNEZ )4 PROFESSIOOL EN e•' EEF FL Li / en PE Dale Cr won; no No: 983 00 -849 steer 5 of 5 200( /23/9E scale -rain 07 AS NOTED s Ces.gn 07 .cnec o. V:K • v. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE l ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 . -8 .. (SEE NOTE 1) - SPANS UP TO 8 . -0 .. (SEE NOTE 1) SPANS UP TO 9• -0.. (SEE NOTE 1) SPANS UP TO 13' -1.. (SEE NOTE 1) SPANS UP TO 5 . -8 .. (SEE NOTE 1) - SPANS UP TO 8 ' -0 .. (SEE NOTE 1) SPANS UP TO 9' -0.. (SEE NOTE 1) SPANS UP TO 13. -1.. (SEE NOTE 1) CONNECTION 1 TYPE Z. 3 4 S CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE 511,MIIIMIM1111111%).-- 1/4 1 - 1/4 - (MIN. - 0 ITW TAPCON W/ MIN. EMBEDMENT 3,100 P.S.I. CONCRETE) 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 11 5 7 12 12 8 3 5 9 12 7 3 4 4 11 5 A 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 12 7 3 4 72.0 12 12 10 6 8 12 7 S 12 6 4 11 5 r 12 12 12 5 7 9 12 B 5 6 12 7 4 12 7 4 92.0 11 12 7 5 4 11 5 0 4 11 5 0 4 11 5 12 12 9 4 5 4 12 7 4 4 12 7 4 12 7 4 210.0 4 11 5 3 4 11 S 4 11 5 r 4 11 5 4 12 7 3 4 4 12 7 4 4 12 7 4 12 7 4 * ...q......,u,ua. or I :]....Th.,e. 1/4 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT 8.1/4 - MACHINE SCREW WIT NT (MIN. 3.000 P.S.I. CONCR U ETE) 48.0 12 12 11 7 12 12 8 12 12 7 5 10 4 O 12 12 12 6 8 12 12 9 5 12 12 8 5 10 5 / 3 62.0 12 12 8 6 11 12 6 7 11 5 3 8 4/ 12 12 10 4 6 12 12 7 4 7 11 6 3 9 4 / 3 72.0 12 12 7 5 6 11 5 A 4 9 4 3 8 4 � 12 12 8 4 5 6 11 6 3 4 10 5 3 9 4 3 92.0 9 12 5/4 3 8 4 8 4 8 4//A9 /�� // 12 6 3 4 3 9 4 3 9 4/ 3 9 4 210.0 3 8 4 / 3 8 4 / 3 8 4 / 3 8 4 3 9 4 3 3 9 4/ 3 3 9 4 / 3 9 4 ` 3 't �i� 1/4 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE (MIN. 3.000 /� CALK EMBEDMENT STAINLESS P.S.I. CONCRETE) • t - IN SCREW 48.0 12 12 12 12 12 12 11 12 12 10 10 12 7 12 12 12 12 12 12 12 12 12 12 12 12 : 12 12 11 6 8 6 2.0 12 12 12 12 12 12 9 12 12 8 7 12 6 12 12 12 10 12 12 12 12 11 12 12 12 9 12 10 5 7 72.0 12 12 11 • 11 12 12 7 9 12 7 • 7 12 6 . 12 12 12 9 12 12 12 12 . 9 12 12 11 : 9 12 10 5 7 92.0 12 12 8 8 7 12 6 • 7 12 6 • 7 12 6 12 12 12 7 10 9 12 10 7 9 12 10 9 12 10 5 7 210.0 7 12 6 6 7 12 6 7 12 6 • 7 12 6 . 9 12 10 5 7 9 12 10 7 9 12 10 9 12 10 5 7 48.0 12 12 12 8 12 12 9 12 12 8 5 10 5 12 12 12 7 9 12 12 11 6 12 12 10 5 11 6 3 3 62.0 12 12 10 6 12 12 7 7 11 6 3 9 4 12 12 12 5 7 12 12 8 5 8 12 7 3 10 5 3 1/4 ZAMAC NAIL - IN MIN. EMBEDMENT (MIN. 3.000 ) POWERS W/ 1 - 1/8" P.S_I. CONCRETE) 72.0 12 12 8 5 6 11 6/ / 4 10 5 3 9 4 12 12 10 4 6 7 12 7 4 5 11 6/ 3 10 5 0 3 92.0 9 12 6 4 3 9 4 3 9 4 4 3 9 4 0 10 12 8 3 4 3 10 5/ 3 3 10 5/ 3 10 5 3 210.0 3 9 4 3 3 9 4 3 9 4 3 9 4 0 3 10 5 3 3 10 5 r 3 3 10 5 0 IIIfA 3 10 5 3 HOLLOW CONCRETE BLOCK NI1111111111111111U11111111111111 1/4 1 -1/4" 1> - 0 ITW TAPCON W/ MIN. EMBEDMENT 48.0 12 12 9 5 11 10 10 5 3 6 3 12 12 11 4 6 12 12 7 4 11 11 6 3 7 4 A A 62.0 12 12 6 4 8 8 4 4 7 4 �� 5 3 #12 12 8 3 4 9 9 6 3 5 8 5 � �� / 72.0 10 10 6 3 4 7 44 A 3 6 3 //// 5 3 /i 1 2 12 7 3 4 4 8 5 3 7 4 / �% / / 92.0 6 8 4 ��o;al 3 %% 5 3 NO 7 9 _ 6 1. %unapt% %� d 210.0 5 3 F��,a //ii 3 MO 5 3 %nal �ff ��NE�R% S 12 12 8 S 5 10 5' 3 yt muniiumamwww. I � J° °010 °1 ° "" 1/4 ELCO MALE / FEMALE - PANELMATE° w/ 1 - 1/4 MIN. EMBEDMENT ' 8 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 11 7 12 12 8 12 12 7 S 10 4 12 12 12 6 8 12 12 9 4 62.0 12 12 8 6 11 12 6 7 11 5 II 3 8 4 � iz 12 10 12 8 4 4 6 5 12 6 12 11 7 6 3 ip 4 3 7 11 4 10 6 5 A 4 r p r 3 3 3 9 9 4 4 4 % 3 3 72.0 12 12 7 5 6 11 5 4 9 4 3 8 4 �� 12 92.0 9 12 5 A 4 3 8 4 Oa 3 8 4 44 3 8 4 // 9 12 6 3 4 3 9 3 3 9 3 3 9 3 210.0 3 8 4 1! 3 8 Orr 3 8 4 r x 3 8 4 %; 3 9 4/ 3 3 9 4 3 3 9 4 3 3 9 4 p 3 1/4 - 0 POWERS W/ 7/8" E. 1/4 - 20 STEEL MACHINE CALK EMBEDMENT STAINLESS SCREW - IN 48.0 12 12 9 6 12 12 6 12 12 6 4 8 4 12 12 12 6 8 12 12 10 6 12 12 9 5 5 11 6 3 62.0 12 12 7 5 10 11 5 6 10 4/ 3 7 3 � 12 12 11 5 6 12 12 8 4 7 12 7 4 3 9 5 3 5/ 3 72.0 12 12 6 4 5 9 4 4 8 4 �/ 3 7 3 � �12 12 10 4 5 7 12 7 4 5 10 6/ 3 3 9 92.0 8 10 5/ 3 3 7 3 3 7 3 3 7 3 10 12 7 3 4 3 9 5/ 3 3 9 5 3 3 9 5 3 210.0 3 7 3 / 3 7 3 3 7 3 AA 3 7 3/ A 3 9 5/ 3 3 9 5/ 3 3 9 5 2 3 9 3 9 5 2 3 48.0 12 12 9 4 5 10 10 6 , 9 6 % 6 /pp 4 %% 12 12 11 4 5 12 12 8 4 10 10 7 ; �' 62.0 11 11 7 3 4 7 8 5 p 4 7 , , 4 5 3 4 A 12 12 8 3 4 8 9 6 4 3 5 8 5 2%/ suing raNCEME %� � � dE • 1 /4 ZAMACERS NAIL - IN MIN. EMBEDMENT W/ 1 - 1/8" 72.0 10 10 6 % 3 4 7 4 seep 4 NES 5 3 r arA 11 11 7 3 3 4 8 5 %A Ell 7 4 92.0 6 8 4 PAYMMINS 3 r A rde 5 3 E� 6 9 EMEIN 6 4 BM 6 4 210.0 5 3 % %rAl 3 Et% 5 3 mr,NE Iffl%iz/I,� 6 4 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS ANO SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5. -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M 1 111111111 l 111111111111111111► 1 -3 w LAG 1 MIN. IN. THRHREAD O PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 6 92.0 12 12 5 3 8 7 12 4 6 7 12 4 6 7 12 4 6 210.0 7 12 4 6 7 12 4/ 6 7 12 4/ 6 7 12 4 6 06/07/00 15:20 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IOENTIFICATION 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, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIOE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (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. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. N 0 N m U z Z F W (n W ~ H 7 < - O U c 0 . (') 07 CD= < w z Ua N, Luca Z ( r W 01 0 r0 I I 0 s 0 0 0 0 0 W z z E z 0 z 0 atl aca AS NOTED W > V.J. KNEZ 0 U z w 1- U 0 0 0 0 0 g 0 200 0� Z a 0 0 w S 0 i 0 w F I O w (0 Z w U J 0 0 I O� (0 O� PROFESSIO EN NEER F L L I / No :I PE '+!i • 983 /23/96; drawn by nC dez.gn by i by ( V1K �l V1K Orawtong no. ' 00 -849 1 L sheet 6 of 6 i KNEZEVICH