Loading...
WS-08-1512 Miami Shores Village -s 3.. �nirr ?>;rasz .. f r w s. ss s• Y r 10050 N.E. 2nd Avenue y Miami Shores, FL 33138-0000 , rnFhturT�3 ,�'. g sa C n� Phone: (305)795 -2204 LOR xa� s tt� Expiration: 02/2212009 Project Address Parcel Number Applicant 10533 NE 3 Court 1122310130260 LUCILLE BUSCHBOM I Miami Shores Village, FL 33138- Block: Lot Owner Information Address Phone Cell LUCILLE BUSCHBOM 10533 NE 3 CT MIAMI SHORES FL 33138 -2009 Contractor(s) Phone Cell Phone Valuation: $ 4,0 DILBERT ENTERPRISES, INC 786/256 -6434 (305)945 -0727 Total Sq Feet 0 Type of Work: ACCORDION SHUTTERS Available Inspections: No of Openings: 12 Inspection Ty pe: Additional Info: IMPACT Shuner Final Classification: Residential ShulterAttacunent A A 2008 M 0!166 MIAMI SHORES VILLAGE Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0:00 $ 0.00 Notary Fee $5.00 Permit Fee $220.00 Payment Type: Scanning Fee $8.00 Technology Fee $5.50 Total: $239.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above - named contractor to do the work stated August 26, 2008 Authorized Signature: Owner / Applicant 1 Contractor I Agent Date Building Department Copy Tuesday, August 26, 2008 1 Inspection Worksheet Miami Shores Village ati 10050 N.E. 2nd Avenue "Miami Shores, FL Mmes to Phone: (305)795-2204 Fax: (306)756-8972 Inspection Date: 09/04/2008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Shutter Final Owner: BUSCHBOM, LUCILLE Work Classification: Shutters Job Address: 10533 3 Court NE Miami Shores Village, FL 33138- Phone Number Parcel Number — 1122310130260 Project: <NONE> Block: Lot: Contractor: DILBERT ENTERPRISES, INC Phone: 786/266-6434 Building Department Comments 12 accordion shutters 101 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-92543. cc CONTRACTOR MUST BE ON SITE TO VERIFY TAPCONS ON FRONT RIGHT JR 09/03/08 cc Failed El Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, September 3, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village nos � 10050 N.E. 2nd Avenue Miami Shores, FL + Phone: (305)795#2204 Fax: (305)756 -8972 ,. - a,.. - - Inspection ate: 0910 2008 Permit Type: Windows /Shutters Inspecto ,.(7 d q 1 mA J Inspection Type: Shutter Final Owner: BUSCHBOM, LUCILLE Work Classification: Shutters Job Address: 10533 3 Court NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1122310130260 Project: <NONE> Block: Lot: Contractor: DILBERT ENTERPRISES, INC Phone: 7861256 -6434 Building Department Comments 12 accordion shutters Inspector Comments Passed El cc CD Failed q--H Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, September 2, 2008 Page 1 of 2 *`� Miami Shores Village Building Department 10050N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEOVED Permit No. PERMIT APPLICATION A 13 M ister Permit No. FBC 2004 Permit Type (circle): ui1 ng , Roof Owner's me (Fee Simple Titleholder) Phone �"l' l� Phone 3 Owner's Address /0913 — C :3 (U City ( �Z D OCC_ State Zip Tenanta&ssee Name 1 Phone # Job Address (where the work is being done) la5 Ai 3 C City Miami Shores Village County Miami -Dade Zip FOLIO/ PARCEL # IIQ / It.� Is Building Historically Designated YES NO Contractor's Company Name rr.� Phone Contractor's Address _ __ - City -"I City'd state � — Zip 3 Qualifier Name �' fi// e ill`✓ �'"1' Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square I Linear Footage Of Work: a;`f Type of Work: FlAddition Elmeration ew F1 Repair/Replace 0 Demolition Describe Work: Submittal Fee $ Permit Fee $ y ✓ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DFBR $ Zoning $ Bond $ -Code Enforce m ?See _ ouble Fee $ Structural Review. $ Fee Now Due $ AUG Reverse side --� C cl� 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 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 c Signatur � Owner or Agent A Contractor The foregoing instrument was acknowled ed before me this The foregoing instrument was acknowledged before me this /�� 1 � . ✓ da � a of N� 20 b VU & � tdo'A d of 200_ b I! QiI , who is personally known to me or who has produced fl. � who is personally known io me or who has produced As identification and who did take an oath. as identification and who did take an path. NOTARY PUBLIC: NOTARY PUBLIC: MONICA LISSETH DIAZ *. MY COMMISSION # DD 483995 MONICA USS - IAZ Sign: EXPIRES: October Q, 20og Sign: _= MY CO •.p,F on ThruNotary PUblicUnderwrlters `' EXPIRES: 0 Ct0 6ar2 D �. Print:. � GK. Print: � ,� dedTh .2009 ers My Commission Expires: My Commission Expir ' APPLICATION APPROVED BY: /40-S Plans Examiner Engineer Zoning (Revised 07/10/07) 1 1111 II 1�1� II 1��1 ���� II (1111 C:FH 200BRO663879 OR BY 26 522 P9 ( lpsr This fns nt Pre arec CORDED 08/13/2008 11:14:01 Name .-,h p y d���' -'�I� 'BY :UVIFdr CLERK OF OU Tp MIAMI C:OUNTYY FLORIDA Address _� u7Atit Permit No.. Tax Folio No 1 1'; , ' 13 r_����� NOTICE OF COMMENCEMENT STATE OF ' p q COUNTY OF �f� l THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. e / 1. Description of propert (legal description of property, and street address if available) 54e e-*'" A r r 2. General description f Improvement: et 5.. ,e..,r 57 3. Owner information t.t,(yyj atgA ®�3 / yL .3 l�_ 3 t 3 ^�T EA% Q l J a. Name and address: r r°1 yNe s 'j •r z {# b. Interest in property: a t� U c. Name and address of fee simpl title holder (if other than owner): 1r gt 3 ���® Con er i ® a. Name me and address:.1. +E LAIC- e e � Name Phone number. «� Surety ! ':; ` -4 TATE F9.IDA. COUNTY OF DADE a. Name and address: t HEREBYCERTIFY that this is a true copy of the � *� CID b. Amount u mbebond $ arrgin filed in this office on uJ ctrc c. Phone number _6L_ day of � AD 20 U 6. Lender WITNE my hand and Official Seal. rr a. Name and address: , / RU ts b. Phone number. �ryc�..� �, of Circuit and County Courts �" O°D 1111 f D.C. � O � 7. Persons within the State of Florida designated by Owner upon m notices or c e men ay be rved as FC1Cl4 provided by Section 713.13(1)(a)7., Florida Statutes: 1 a. Name and address: b. Phone number. t#. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number 9. Reid) date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.- A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE I IRST i INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY'SEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 9 46dfdrWe r or Owns s Auth rtz e3d Officer /Direclor Partner/Manager ` Signatory's TitleiOffice 4 (i 01v\ prso {was acknowledged befere me this day of . 1 {year) by tiIIII��OODD �t�GGWW 1t l (name of person) as (type of authority , ...e.g, officer, trustee, attorney to fact) for (name of party on behalf of whom instrument was executed). „�,,,,, ppp(d uSSE H DID oglY Py., ;r MY COMMISSION # DD 483995 ptrgn T of Votary Public - to of Florida * EXPIRE S: LldpgeC gyp, 2pp9 Type, missioned Nam a of Notary Public Nota u dswriters Commission Number - Personally Known _, or Produced Identitic�tion Verification Pursuant to Section 92,625, Florida Statutes Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated In it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above R n • • •• .*. :. • •• 0 0 0 0 0 pr i m w �,C MIT #• Miami Shores Building Dep artment Product Approval Schedule / Compariso Address: 1 5 &� & ermit No. Opening Description of Wmdow Product Acceptance Product Approval Opening Desigtt Rough Opening Shutter Required Mullion Required Impact or Door or ullion Number D n Pressure Pressure Size Yes/ o Yes 1 No Yes ! o + PSF ().PS ev Kx TA e' !1 fix. DOW -.JFI ...... ... ...... . t a� - i • • • • • • • • • • • • •. ••Y • • • ' MIAM"DE MIAMI- DADECOMM, FLORIDA ' • . • tvISIRO -DADS FI,.AGM BUILDING BUILDING CODE COMPLIANCE OMCE (BCCO) : : ; ; 140 tr= $LAGM FEET, SUITE 1603 PRODUCT CONTROL DIVISION • • Soo • Wftfi, FLORIDA 33I30 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • • •:. maty.bWolu codeonline com Scott's Hurricane Shutters Inc. • • i • i i i i • •' : • • • 13791 NW 19 Avenue (Bays 4 & 5) • • .. .. . ....... .OPA LOCKA, FL 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM. 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 (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails -to. perform in the accepted manner, the manufacturer will incur the expense - of such testing and the AHJ may immediately revoke, modify, or. suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. r 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: HT -100 Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -817, titled - HT *100 Accordion Sbutter", sheets 1 through 7 of 7, prepared by Knezevich.& Associates. dated October 17, 2002, last revision #1 dated December 04, 2002 signed and sealed by VJ. Knezevich, P.E.; bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA .shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a:revision or chango 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' shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADV`ERTLSFAIM: The NOA number preceded by the words Miami -Dade County, Florida, and followed by thezpi udon*te - di - -besplayed- imradvertWng literature. If aapare f the y y then= it-shall -is e- NOA- is -dis la p be done in its entirety. INSPECTION: A copy . oi this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 'renews NOA # 03- 0925.06 and consists of this page 1, evidence submitted pages E -1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. n !J , NOA No 05- 1122.11 y Expiration Date: 01/30/2011 Approval Date: 0266/2006 d Z/1 ��Zotfd Page 1 Scott's Hurricane Shutters Inc. ... . NOTICE OF ACCEPTANCE: gyk CE�[jB 1. EVIDENCE SUBMITTED UNDER PREVIOV$`A?jI t FVAX4W- 1201%02 A. DRAWINGS • • • • • • • • L Drawing No. 00 -881, prepared by Knezevich d' Associates,' M., 1 1bled "HT 100 Accordion Shutter ", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets I through 6 of 6, signed and sealed by V. J Knezevich, P.F. B. TESTS 1. - See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under.99 -0036. D. MATERIAL CERTIFICATIONS 1. See. Association's generic approval under 99 -0036. E. STATEMENTS I. Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 28, 2000, certifying this product to meet the criteria of product tested and approved, and allowing.Wilscott Hurricane Shutter Co., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank. Cornelius. 2. Acknowledgment letter by Wilscott Hurricane Shutter Co., dated November 21, 2000, signed.by Mr.. Tyrone Williams. 3. Letter by Knezevich & Associates, Inc., dated November 28, 2000, certifying- that the drawing (No. 00 -881) prepared for Wilscott Hurricane Shutter Co., signed and sealed by V.J.. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 96- 168)... 4. Acceptance Letter issued to Mr. Tyrone Williams on January 11, 2001 and returned signed by Mr. Tyrone Williams on January. 18, 2001, indicating to please issue the proposed Notice of Acceptance as- submitted and reviewed 2, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVA.L 0520.05 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing 06 -881, titled "HTI00 Accordion Shutter ", sheets I through 6, p_rep¢re4., nedjand-s ed.YJ._Kn_ezevxch,..M,_d d.Sl.t ..._ - - - -- B. TESTS See NOA 00- 1212.02 I my A. Makar, P E. Product Control Exandner NOA No 05. 1122.11 Expiration Dates 01030/1011 Approval Date: OVI 2006 E -1 . • . . • • •• Scott's Hurricane Shutters Inc. • • • • NOTICE OF ACCEPTANCE.- EmI:xq S"1VXI'�'TEI3 C CALCULATIONS .... .. .. See NOA 00-1212.02 • • D. MATERIAL CERTIFICATIONS See NOA 001212.02 E. STATEMENTS See NOA 00- 1212.02 F. OTBER NOA 00= 121102: 3. EVIDENCE SUBMITTED UNDER PREVIOUD APPROVAL # 03- 0925.06 A. DRAWINGS . 1. Drawing No. 03 -817, titled "HTI00 Accordion' Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc dated October 17, 2002, last revision #1 dated December 04, 2002,, signed and sealed by V.J. Knezevich, AR, B. TESTS 1. . See Association's generic approval under 02 -0799. C. CALCULATIONS I. See Association's generic approval under 02 -0799 D. QUALITY ASSURANCE I. By Miami- Dade'County Building Code Compliance Qffice. E. MATERIAL CERTIFICATIONS 1. See Association's. generic approval under 02 -0799. E. STATEMENTS L Letter by Knezevich &Associates, lnc , dated September 30, 'JO 03, certtfyfng that the drawing (No. 03 -817)' prepared for Scott's Hurricane Shutter Co., signed and sealed by . V J. Knezevich, P.E., is engineering. wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 02458). Z--- _ ;Sales meet -agree from iVitscorR rricane Shutters, to Scott's Hurricane Shutters Co. dated October 07, 1999. �. Ile elmy A. Maker, P.E. Product Control miner NOA No 05. 1122.11 Expfration Date: 01!30/2011 Approval Date: 02!16/2006 E -2 . - - f •. -• i•. �' •- • .' • • • 0, . Scott's Hurricane Shutters Inc. . .• • a ' . • -a • • . • • h • • '. . . . . a • • • • NOTICE OF ACCEPTANCE: . EVWEWE SE$N'TE • 0 • 4. NEW EVIDENCE SUBMITTED • • • . • S • ... • • A. DRAWINGS • • • • • • .. • • . .. . 1: None. .. .... • . • B. TESTS I. See Association's generic approval under 02 -0799 C. CALCULATIONS L. -See Association's generic approval under 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. L. MATERIAL CERTIFICATIONS I. See Association's generic approval under 02 -0799 F. STATEMENTS 1. None. elmy A. Maker, P.E. Product Control Examiner NOA No 05.1122.11 Expiration Date: 01/3012011 Approval Date: 02116/2006 E -3 6 048" 9 " 8 c 3.640 ".MAX. , n _ t n .125" 1.840 8 " t i1+ p o gi t t2 2 o `, 1 f2 .t2 2 t . t • . gg 1S 3" (TYP. .025 c t •t .,..__r. _._ t TYP.2) 3 1 2 1 1 t ITYP.lA o t^ 2 t , a `off s ; i -2SO' I g 2 t r t2 t2 107" t1 R t I J= OSS 0 1 1 t ro y •a (TYP.) • .641 ": A MAL d Y F 2 .r L250" t • 6 iv t IT 2i t3 84` t5 I .136" rQ M • * n 326" .620" r . ' Q < HEADER�G.• • oss" •2so° r, c i • • ••. 500 3.21 058 • • . • • : r our wAU xEADER OWN w MouNrED .ern V LG a m_ - .2 SC LF S a< T1VE .. . A° ECALG NALP' S$E O LL, 0��' S p T? p E I » 0 0 0 0 • • ... _ b HAL 8 'AL& LF O AL °, HI,L SI O RENElYED • t • 52" ) AL ALE' W _� r r v+T •�� 0" • • �S N� 9� 0 7 b ' Ktt 'nl • • �. 32= -p b .285 "iQ �CE�EE�� 3 .• •• • 0 ' e .248 �83" ODD t c :�8i' ) O. F • • • a I .060 0• .248 �SCA •MLF a 66 00.0'0• ... 0000.. • • o _ , ,' • GENERAL • I •040 60" G: 'i 190 .060" .060 50 . • - .6V • • • • • • .A u " 60" J45 60 60" 5" drn ' E+ • L TNESE V A S REPR[�NtR MU CR SYSTEM ANAI,Y EO M I •1• R � V '^" ^��SUAN A NOC OF A[[EPTANC[ ( . h A DADt t0 tONT Dry DR 211E RL WlR1A BUgORCO '+R .095 ) p t 4 rG<pp m c Q.E,2oot. 2SD o � .442' ..942" 250 w m r .096 42 L t '�o� �S( 2. tAp,, E AL OppC[y{tI �Tt b AS t Sle ARE �O IN tµE3E •,� / FASTENER ANALYSIS. S RCASE M AL PwA{ RLSS AB 45E0 hl THE - _ �+ pETF�fp try[ S ` V 3 'THESE� L`Mp(UIryMM BYrvA C`OpAAAANCE I N VATN TM[ 600 TOUS wMAE{NNp#�pEAENC �v< W V�S.DMS CODE 2001 A T fCWNA LIT FACT OF K LL O .6 HA e[ US q THESE APPROVA{{,, 0p NTS AR NER�AN O.Op NOT INCLIME Rb<ORMATKxi a A , T L 1� S ALE, N CENTER MATE.1 }M$tgoolG nENTER MATE 2 1KY104BN6 toot FOR SIT£ ^3PECO AVPLKATip N OF THIS SHUTT[R SYSTEPL OSCAL +HALF E � E, HAL G S. 1MESE A4PAp Op(M E TS COMPLY WItM CHAPTER 61615.23 OF THE FLORIDA AO S OIVE CODE. VJ. K 6. TMESt APPROVAL'ADC 47 WA SLE tD S`APPLN SY [ RACT .0401 ^.312' R VJ. IrINY PR Vmt T tO/tTR OR b4E pEYIATE joM T p S p nE ae ere co�, YER N TMA r�E xl$firoa R u�e I INN STEEL T D INCI� ORM pR MA F ML PR STRUC tSlAL SUS RAt S E " g•� - T TA EO RLOL e t .320" HCLE ^ N. t ANY MIKMxATKR1S OR AOOITIDN6 TO "ESE APPRQVAI,pDCtR1ENTt WILL VOID o L T"•1 I I •48 ^ r IA THE APPROVAL OD[UMEN1t.S. uw E t t t I : m .222 SO » I B.' WHEN iH[ y1T� CONOR E y IAT[ FROM 7ME¢E APPROVAL OCVt;KNTS. 7ME' p O BUK DRttt OFRNU nAY EL L ONE OF TH£ foLLOwatG OPtKU+g, ^I .0 PLACE i Ii)A 0q[TMA2tIS[t SEppECEM UMENTS BE PRIPARtD S16NEO OATtO 1 00" ,251 I 1 I ) .6 111 .322^ S NO�t Y fY TME� VIA'f� AL OpRp[R 61 Cl 1J N Cl A1L In S T [NGRUE PppRR YAW AS A . iKR! 70 l k BU4�DPFKLML �y-y� y2aCQ, � � �m 80 - RRE ((}}HK/HAER Af+PROV.E 5 g[Ut VAL g� i -S` MAX. 2�1PA2ErOCKg� j.@R➢3 ^ ^. I I G R� 1.4 : VS'bROCS?AKaSSS ST[a SECIMEURR�I TNE1MA COUNTY PROWKT [ONTNCK A OiEDEJOREEAT70► gyp.. i y" WH[ tHE SRE tDNMT��NN 0 MAT�SS OLCUR to 1RN TMt Myt VIIOCITY HUgRRAfiE 11 $ E, SQ @ SAE X 52' E 2LF- " / 2AREAS. ONLY OPT SMIAii BE A[CEPTLO 81' THE StRLO1N6 OFFXXfAL, [ALE, Putt 5 t ' A MAL SIZE 1 ' 4 L .ALMALF 31 o. 0 9. EACH'SMUTTER ASSEMBLY SMALL BE PERMANENTLY.LABELED AS FOLLOWS, p$ ..,� C[O1Tf ; EMURER COlRANI t}� .tt IItlAMOAbI 1x�R APPROVHI - d""�-�••Y .360 } TS" x --•472" LD. t BO .375` R .435" R PRODUCT RE(Y15ED t0..At SHUT ? CRS S tt HHAAVI A lOC�WD M{tM$NH:M AT CEN tER pR S IpE [LDSUR[ St D t ww t .135 R / Wtflirf m• t'N Ct,tR IVFR71 LO[KS16 MCCMANR:M SHALL BE LOLKtD tD PROYID[ 612 - a.o. P,r ,�. , HUARKANE PRO EttKRL .} " t .505" R Q ' 11 RM SHU?lt* tXTRUSroNE SHOWN SHALL BE 6063•T6 ALUMWVM ALLOY. U.O.N. , I Z O c p t2. A SCRCWb A ltE 10 BE 202 ; -TA At iN V °f 10/17/2002 P�. j yANl2E�j'DS yM UM �tuDY gtAINLESS STE I r .21Y t _ P k1Y[[ TO 6sRe WITH A. MUM•fUM TeNSKE STR[N07t) OP 60 K.i.4, U.O.N, }1{ t2 2 211" 0` 3.�^ R •u 6 Q OP TS 3i96'e, 5052 ALVtt. ALLOY, U O.N. 1 � S 13' TOP ....0770" At? AILS MAY BC Rt'ItRCHANGEO AS P.LO tDNDnWWS RCOWRE. 13S0" 500- 1.:4 ^ t'..200^ at.,0^y rrsMN K Pt 06R TRACKS MAY BE REMOVABLE AT NDN= STACKING LOCAtIONS, USE (00'CWNRL) a V _ RC VABI [ ANCHORS SUCH AS POWERS CALK•IN ANC $ 1NALKOYER SILL LOCKING /1RM ALIGNMENT INSIDE HANDLE $ tb 7H13 SHUTT[R SYETCM IS PATENTED wn7M 111E U.S PA TENT AND TRADEMARK I(I NGCLIP_ � gUSxI�ONt HALF 5 3 "817 S CMFIt,E„ PATENT NP. 5,735,270. TS AL +MALE E 16 SCALC�NACF I F 17 StAI . MAL SCALE, 2 „ • sheet } of 7 VARIES - NO LIMIT ABOVE FRO S.WI ANI RT ER t -7111-lu" ORRE OF Ej,ER. „ 2 TOPTRACK C AI ON tN INS, E OR OU SIDE OF SHUTTER (I 1 P.D. D.63" LONG NYLON PLAN .SO "m TING 2 a VIEW 1I I1 B 2 CL IL - n AL LO A EON OF Z •10 x 2" SMgg MANUFACTURED 2a e LOCItING MECHANISM FROM •410H7 OR 111 STAINLESW H i z W Y AN SS O - L ROC 11 �pAR @gO ,� AT 510E * c' S�EL/ YAN 5200 FLUOROCARBON N t G� ARC � K N COA ING t .4 0 "O x 4 g , 1 1 - T H HER �t 5 SERIES STA}t S EEL WAS P = w 2 SI�NNGLE ARM LOCKW IT Q, V . TOP 5 OTTOM Qo H • ME HANISM AT CV ° OR SHUT ER.. HANDLE B O. • S LOCK MAY Bf )NSTALLED ON ,INSIDE OR OUTSIDE OF SHUTTER N•n ft v t 1 3 %B" O.D: x D.40" �� NYLON tns t � y " 1 .1! now BUSHING V �y L IN M HANISM OiBOMMtOla AMb p 10 x 3" M5. MANUFACTURED =,_„ BO�t�MeTOACK . - . C p �0.OPE 100 I M N4 Mt STAINLESS STEE o • ►.• •• • • • • • • - I5EE jiEMERA i0) W! XYL 5200 FLUDROC 7 AR V. m WOk7<IItRIIHUIt6 COA�NG 46 @ x .0 0 NAM" >.. • SERIES S AINLESS STEEL WASHER •u� • JYP Ai ELEV4TION • SINGLE ARM LCCIC TYP. TO, S, SOTTOMI w� Y i • . • • 7iTS • • • A� N T s a. BU SHING NG YROU ER/ ye $ • •. MIN, UTTER S PARATION ER SEPARA�ypN B • **A St " M O DULE • � E fELAS I S4SSl g SC p p6yLE E PRO SHUTTM A55. `SE CCE *TABLE • bO O FTENE24" O.G pp E A A NY A SHU gFR BAtK OF FIISTENYR tm 24" O:C. • SHUTT B ADE OR ROM (tS E AN SCHEDULE 2" MI NC OE OR PROM S,¢E ANCHOR SCHEDULE' 2MI . • • N MOUN ED PO A A EPTABLE A HOR). HANDLE WHEN MOUNTED R O ACCEPTABLE • 1 AN NOR). INSIDE. C`p�y A CHOR . LE fit g �1 �AN6LE Ws + • • GLASS G G5 I • 11 •.• ••. T' 0•• - liar •• JARTE 1 3 1 ^ ITYP.) 10 .YP.) ITYP.) 17 6 " 4 1/2" ® 17 SI ARM SINGLE ARM LOCKING OR SmE OF MEECHNISM AT CENTER pR SIDE OF SHUTTER. LOCK. MAY B '.LOCK MAY 1 E BJSTALLID SON 1N51 E O ON INSIDE OR OUTStOEF U7TE I ��� TYPI I VIEW OF SHUTTER OPT1 PLAN VIEW calm with Itior " cAU. fi r" `b scAte t•.ra- SCALED. WW no 'l. 1! 8 f FA EN ER FO 3/4 MIN 3/4" MIN. SSELY ot, t -1/2" MAX. ' FAS N R'SCHEOU 1 - 1/2" MAX. 1!B" 'WILY 1" x 1' x 1/11" REFERENCE ANCHOR: = ALUM. AN{{,�lE W7 OPTIONAL I I t SCHEDULE FOR MAX. e ® 3/16" POp ACCESS HOIf 3116 "• POP S ACI e o - RIVETS fib 6 O.0 ACCESS XIS IN PBODUCTREYISl,D ' STRUCTURE - - - STRUCTURE 4 4 �w emI Pb)DieI111MFlNiiD •OPTIONAL Aneplote ND GRILL 5!8 "0 HOLE FROM JOINT BETWEEN SEg SECTIONS ON SHEET 3 1 TNT B£T WEEN SEE SEC L ON SHEET t EtpbNia Bolt BpTTOM OF EXTRUSION Cl.) - RE MDpVABL£ AND FOR COMPLETE WPORMATION REMOVABLE AND FOR COMPLETE INFORMATION• O- 10 BEFORE ASSEMBLY FOR FIXED SILL Cpt FIXED SILL u EpJ gY °•'•" toittiaooa • TRUSS HEAD BOLT {TYP,) REFERENCE ANCHOR REFERENCE ANCHOR middamiondad e SCM OU E FOR MAX. SCHEDULE FOR MAX. p • �� ^+ " ^ K� • SPA SPACING SPACING no y" ftc mw s nit setrox t a REMOVABLE F=R TRACK DETAIL 4,QNAL REMOVABLE FLOOR TRACK DETAIL 03-817 o• st . D ", r_ o" 4 sAeet 2 of 7 tt �, g U� E UR M E A , F E 1 E Cf NT 2FOR JApR,GEAR EsNS i EXISTING TING SNCCRREKTE�pM SSOENERY ' OR NOOd STRUC7yRE. SEIE Y gN�CH4R SC EDi1LE,. TYP so Y VR OD �5SEER E S£►�DULE 1 TYP R • ANCHOR SCHEDULE, TYP. e ANC�CRRH22�QOR BCHEOUL , TYP. ANCHOR SCHEDULE. 7YA, •�y� RH AMC ' SCHERCHOR O ' M RfE ENCf A SPACBJBUT NOT TYP TOb [�OTTOM � FOR MAX, pp SPACING S/8" MAX. S HEDULE FOR MAX. EXCEE SO LT 8_W SPAC . SPACING , X ' U4 -20 MACHgM PL" W/ _ 4�_ 1/2" . ROLLER ASSEMBLY 0t.� 'I � /2 "� TYP. EVERY OTHER ERElNCETtCHOR 80 TOM o a S HEDUDE FOR MAX. p a I+ u p C 1/4 ". MAX . SPACIN 1!4' MA %, 1/4" MAX. t( �, 1• MAX. r v C T z DSTE 2: 4 - Z •• Wy Y n n1u' SEE TABLE 2 - Q 0 n Qo 6 x WW4 - SEE TABLE 2 in SEE CABLE 2 a V: + SEE'TASLE2 • wd` 8 o �j w0+- C. Btlii POP RIVET a OR • W TEK SCR = 2q .Q 8 ~ -t" (�LpSS 8 ►' '^� OR {1DOR 2 (p 6 - .C. (TYP.! w a� �61t,, ppgSS 2 O QR QOOR --{ _ Q� R f y � n4 & X N .ASSEMBLY ��•• IUI MAX. = o8n Z •• Q win 1` x 1" x 1/8" X X R r 6 • • •.• • • • • S N AL M. ANGLE Y • (TY N a u win ' S u wo V a e • • • • • RIVET5 O C.. O O Y w ( •. • 1 /1• MAX. le 8" 0 . (TYP.) 1/4` MAX. W� o w r I tI4` • • • • • w w • • • ppp[TIIONAL FA TEt ER - MAX. w Q P MAX. • '�a A` • - LOCAT RTIMUpry��ARN{iLE [3gy- pUL 1 TOP 1 BOTTOM pf�'� —N�Sr zo • •:• • • • REFER • • • • • HOR P "ERE —CHOR i SA ?M � N ANC„pRHNTER $ACING FOR MAX. SSUpECfRipD�U{LEJFOppMAX. •�_ . B B • • • • S FN %' SPACING SPAC Nl� FOR MAX. 11 CpNT. - FOR'LARGER SPARS EXCEED 0-B SPA y • • • •E TMtO 2 x S AL. ANES 0•0 • • O . • s • ` 8" MAX. • (SEE SCHEDULE t TYPE C S /8` MAX. O e fi a p • ,.•••••• ••••• 8" MAX. um�n • • • 11 WAtl NIbUNT gEC'[tOM O IUNGANSIDE MOUNT SECTION BUILD OUT MOUNT SKTION B . nd, • u , �•. y • • • • • B sc d C £c�L€ ^. r -e" D scat . r_e q • e m IS ��p y � cokcRalb � M sorry yq 4" x 1/8" 6063 -t6 ALUM. i � Caen •••!•• •wa,�.,i O SCHFDU• R T.Y�� C3 CONNECYM E OR S RU TiJRE.SEE Y - 2 -1! CONTINUOUS PLATE W/ M • "0-`H 4• THREE V4 - • WOOD LAO i ti" • ANCHOR SCHE LE, TYP. EXISTING WOOD 1 SCREWS WITH 2 -3/4" Wiwi • gQ��.R C TRUSS OR RAFTER Ot- - • • • • • SCTtE MAX. EN E FOR MAX • P 24" MAX. O.C. 01. M N R, T H RE ADED T N WOOD (m ix • P,gLt G BUt DO ND fERE[ EXISTING WOAD OR <� U5 •!'TREED 6` SPACING 1/4 -20 MACNtNE B LT W! SCHEDULH FOR MAX, STUCCO FtN15H a W 24 �0 tAMAXR WHERE S. m ©1 CDNT 11 CONT. NUT tin 12" O.C. (TYP., TOP SPACING MATERIAL xl .PLATE EXTENDS* b BO TOMI ra BEYOND LAST TRUSS, dd�� f_9 TYP. TDP b BOTTOM it 1/2« S /8" ROLLER ASSEMBLY 11y �, 1/2" TRUSS TWO 1/4 -20 / 114" PLATE T:O NEXT y�ygRgy�• ?YP. EVERY OTHER,PUUVV 17 CONT. O 1 w ,III 1/2" MAX wu: r MAC MINE BOLTS Q '1I' I 1/4" 24" MAX. ' SMS T MAX. • {, W/ NUT OR 014. O 0 .C. MAX. N • • -� TEK SCREW 12' O.C. 1 /4" MAX BETWEEN TRUSSES 2 i r p o mmosuft (TYP, TOP b BOTTOM} 24�- B ' a Gt•pgS SEE TABLE 2 m SEE TABLE 2 4y°i W '�•BMAhikTilE tin 3�4• • 'I REVpRSED ANGLE LEG MAY Xy ��+ $j SEE TABLE 2 - {( BE FROM ONE ANG OR FROM < 7C= - 1n gW ,:�3•'+ rye BOTH ANGLES (IYA.1. S X Cl COWNIcnom TYPE REFERENCE ANCHOR 'SCHEDULE FOR MAX. 1/4" MAX­ SPACING > p SPACING BUT DO NOT av "�q• EXCEED 6 SPA NO ! 2lJ r 11 CONT. G 1/4" MAX. tU6 E'RODIK7REViSED V2` 1/2 w t— C� TYPE , xflltbUeFUlldx r j1 /2« _ t /2" EMBED. REF RENCE ANCHOR: r TyFE SCCCCMEDULE FOR MAX. D�Oe o 11 CONT. h CONT. Fg NC ANCHDR SPACING " •� EMBED _ SPA CING M OULE FOR MAX. � 3 m/17 /zooz` lyiui OmtrsE ..a• ma.n y � "s sotto w g S /B." MAX S/8" MAX, EXISTING CONCRETE MASONRY MOTE. - OR WOOD STRUC7pRE. SEE Q.EO. v.•w•�v w • A Tt BUSEDD O �t MOUN 11 TETA1L ANCHOR SCHEDUL e. TYP. vw1 p 770P. � WOOD SOFFIT! c` � BUI U _i COUNT SECTION Os LD OIJT MOUNT SECTION O FLOOR MOUNTS CtiON 03'$� 7 sAi.•'° •':`v` F 4LL, 3 . r -o« sneet 3 of 7 EXISTOIG Q r STRUCTURE .SIB` MAX. - 8R DOOR 8 " 2` x 3" x 1/4" SEE TABLE r. 6063 -T6 ALUM.. ANGLE a a s TWO 3/8 "0 POWERS 1 -1/4" T " :® r OR CALK ^IN 3 - 3/4" 0 DRILL ?I76 "1 HOLE o W/ 1- t /t�Mt EMBEEC• 'tHREE -t/4'M THRU BOLTS Z S N. A AM tSEE EAM DRILL S116 "O HOLE 8 N Z IN? yy " I UUMM,, B�E B ttf "r I y E N �I , FM 4- 2�pMipNp. Tw S HEWt.E BELOW FOR X < D t / RLE �% BEAM DESCRIPTION It 1 �„ Z� R " 3 O.C.'W/ 1 -3/4" MAX.* : HORIZONTAL SPANS) HORI ° o a $ + MM 2 -1 2" If tI4 =20 5.8. MACHINE SCREW I E vi +' DG£ 01ST. N A[� s7 1�•' S p ANGLE gpLT 0 ACCE f AS . W y M • SHOWN IN DE All. J �0` L12• taM tta• tt2• I. • X. 4e t" 0• a, ypg� • tl1 3 lot. V ALT. LEG V qW C <, " , w ' DIRECTION ,,,fit -, O ANGLE DETAIL USING CALK-IN ANCHOR I ED• 1 U�4- 20!S.S. MACHNiE SCREW a. NUT �? _ • • • • • SCALE . r. r- e" S 9�E FOR F ET E OACCE55 MOLE xw w £t� . 0 • • GR L ���• • • S 2 ' PLy�y "O S'.S. LAG SC OOD AND ' I TWO tl�. (AR. y/ �_ . • • • • • • v • . • • N d q < STUCCO Pam - 24" 0. MAX. Wj 1 -3/4' PE O n •: • • • • '•. • 8 X PZ VI HOLE S/16 "0 SIB' MAX. IN CEN ER OF S U05 W $ x M M & �j�. too• aoo• 'a.oa a.eo` too• N� q HZ�R vi`X - � t^ x 3" x 1/8" OR � � S •�•• • • • H 1 "z4`Ixve" W« 9, ' • EDULE • 000 6063 -tE ALUM. TUBE Yo S $ .-0. DESCRIPTION' F Pt N SPAR••• (MAX.DESKCNLOAD�72 (MUi76DESIGNLOAD•Tit , ••�• _ • • • f w e%725 8••0" 8' -t" • . a" . 9 4 o L60` 2.50" 1.00" a.00• 2.a0• • "p - • • Tf tk .125 . " • • • Ham EXISTING CONCRETE, MASWtDtY � �s '• • • • V, OR WOOD STRUCTURE. gEE p • •'� "•OC • 1. USE BEA SC HE ULE FOR - ANCHOR SCHEDULE. TYP. p i 14• -0" • 'DETAILS t�ANDB. E •.io �i • • • • fw . .0 ?2" 0 8' -0" 11• -6 • • •'• 2• rUTTER SPAN TO BE LIMITED 0 ado Tf 224" '. m . •:. • • • • 0 THOSE SHOWN IN TABLE, SHEET S. ANGLE DETAIL. USING CRETE"FLEX ANCHOR 5/8" MAX, •..•• • .1•''q` 10• 3. BEAM SPAN SHALL* BE CONSIDERED ,© S a • 5}i' t5' -5• •• AS THE DISTANCE FROM40FSUPPORT' SCALE,2 %r -o" REF R ANCHOR ANGLE • 2" x 9" • • TO.kOF SUPPORT. SPA tI FOR MAX. j • w m .072' " 12' -5` • '� r0 • • • • 1/4" f m.224� 10'- • 11', -2" 7 � MAX. ., GGtt pS� GLSEE TABLE 2- ES OR OODR SE TASI 2 z w GLASS DR S TABLE 2 W .o OR EK SCREW 8 .,s. �n•n .c 8 Hw y -� 4 S ©© _ g. a *4Qa 8 X < KSSEAALY £ „v Xx f: ; � a IL n• t o E _ a 44;i V u CONfwcmu •ryA (® 6" O.C. t YPJ 1/4" TWO 318 "0 POWERS ,n 1„1j4 T. f n' , RgF REN ANCHOR MAX. CALK IN p 3 - 3/4" D.C. a SCHEDULE A MAX. W/ 1-7/4 MIN. EMBED. ASSEMBL Q 3/16`0 POP RrvET SPACtN ' !N 3 K51 CONL iv 6 (�J tNt �' OR 012 TEK SCREW a EOG£ 0154 2 0R i pOUR i OU D.C. 6. gg ` pppp pp�� EE 1 MAX. � ` 1I4 "O C CRETE -FIE SCttEOULE�ABOVE FOR 'I � tI2" kTIpMA�L OCATIO_ c� � g 0 C We 1 -314" BEOM NT 3 2 -1/2" DETAI T BEAM DESCRIPTIONS REFER NCE ANC IS e a $ rKi Iv T. IN EACH - I ,� 1 f AAX. HORI20NTAL SPANS) 3 EQ w ANGLE & SCHEAULE FOR MAX. a Tw O RpVIDf SOS 5pACING M O 10 E ®S FOR WOOD PLATE USE 1/4`0 L 7iCAtt. a". • ACCES t" Sy/�IN DAt Br TOM OF EM ED. SAG CAEW W/ � %M RR US THR BOLT AS ,S g HOLE PE • TRATION INTO WOOD PL O 1 A E 0 12` O.C. t 4 120m. mmEwn TW!4 "• SS. LAG SCREW e 609- T�LUM. ANGLE PLYWOpp AND 1� 2" O.C. MAX. W/ t -gI4 "� ameealt+dBttl•F7uidt - THREE- t /4 "at THRU BOLTS STUCCO FROSH PENETRATION IN CENTER Of �tC060 ..r. ` E7CI �7NG 5 /B` 518* MA STUDS 'N0• - 122.' Acee _ - 06 to /t7/2o02 STRUCTURE E1Ax, -.-t ALT. LEG DIRECTION e 2" x 6" P.T. j/ Oat ... S WOOD PLATE B (MAX. DESIGN LOAD • 72 PSF) (MAX. DESIGN LOAD • 7 PS" Ba .wapn q�. e Yx v. D}yq� C +xq v► n J BOTTOM SUPPORT BEAM DETAIL v�WALL AAOpHT SEC7IQN - USING r Y 6• P.T, WWO PLATE `H� 7 S�AtE> a" . 1• -0• ^ S'AL t 4 of T y MIN A MAXIMUM ALLMARLE SPAN S&MULE A MINIMUM 24UPU SEPARATION GLASS (IN ) b FASTENER 2L" O.C. EI 8 { (US A N NCWOR N L rim^ T7pE { Tmc TYPE'p'" F . A' N MOR S HEDUL E NEG bETAIL © DETAIL © E SEP ALL ARA ION SEPARATION R pETAI 1 DESIGN DOUBLE POSITIVE FROM GL SS FROM GLASS LOAD MOVNTING QL WI ANGLE DETAIL E 2 ACTUAL FOR FOR $ tPSR3 CONOttQNS OaiLEAlttil REQUIRED 9 -3/16» DESIGN• SPAN INSTALLATIONS NST.AL,LATtON5. REQUIRED 3 -3/4- MAX. B.O. LOAD (WI (FT - IN) LE55 THAN RJR 6REATER THAN 3 -3 B E Tfl 30' 30' ABOVE t1 •10 x 1/2" GALVANIZED SMS' MAX. B.O. MAX. B.O. IPSFI ABOVE 04ADE GRAVE 'm OR 3/16 "� ALUM. POP RIVET tFT - (FT - INI ' (FT - 016 (FT - IN) (INCHES) INCHE51 F I' 18` O.C, 30.0. ' 13 - 1 12 - 4 13-1 12 - 7 5-0 2 -7/ 1 -1/2 1• x r� .oSS^ Lr :2" xoss` ' 7 2" x x A55 x 4" x .0 5" 38.0 .13- 1 11 -Or 13-1 11 - E 7-0 2 -7/8 1 -S /8 . 8 OR 2 x 5 x .125 AL. ANGLE <° • ,�. M 1.0.0 12- 11 10-8 1E - 5 10 - 11 0 30.0 8- 0 2 -7/8 1 -5/8 r s 48.0' 12 -4 9 -9 10 -.4 10 -0 11 -0 3 2 -1/6 0. • • 52.0 12 -1 9 -4• 9 •9 -7 N uj� 13-1 3 -3/4 2 -3/4 •nr R W �j O pE . ��� 56.0 J1 -11 9 -0 9 -0 9 -3 W s� 05U D a l S: 0 2 -7/8 1 -1/2 <� At 9 - 61.5 ]1 =7 8 -7 8 -7 8 -10 •. •• MI 63.3 11 -6 B -6 8 -6 8 -8 7 -0 2- ?/8 1 -S/8 •_ v� » • • • S7ENER 21." O.C. 40.0' 8 - 0 2 -7/8 1 -5/8 z„ ti • • •• 1U ANY NHORN 66.6 10 -11 8 -3 8 -3 B -5 v ^, • �@ CC 11 - 0 3 2 -1/4 ••••• AN OR SC EDULE) 675 10 -9 8 -3 8 -3 B -5 : • �••• 12 -t1 3 W, • Fi • • 712 10 -3 8 -0 8 -0 8 -2 3 -314 9 -8 7 -8 7 -8 8 -0 5 -0 2 -7/0. 1 -1/2 t ••• • 75.0 .7 -0 2 -718 1 -5 /B 2 0. . • • 81.4 a - 11 7 - 0. 7 - 0: 7 - 4 >e • $1110 x 1/2" GALVANIZED MET B- 5 6- 7 6- 7 6- ID SO.0 8- 0 2 -7/8 1 -3/4 • qR 3/16 ^• ALUM. POP RIVET •••••• •• ®B 18 "D.C. VIA 8 -0 6 -3 6 -3 6 -6 11 -0 3 2 -1 /2 �' - • •• t x 1" x .OSS" 1 x 2` x.055`• 100.0 7- 3 5-9 S.- 8 6- 0 12-2 3 -314 3 S • • • • • • • 2" x 3" x .055 - 2 - X4 x .075" •� • • •• OR2 "x5 »x.12 "AL.ANGLE 110.0 6 -T 3_p 5 -E 5 -5 - 5 -0 2-/ /B 1 -1/2 '••••• 120.0 6 -1 4 -.9 4�9 S -0' 0 •••••• B •••• 7 -0 2 -7/9. t -S /8 • •. • • 130.0 S- 7 4-5 4- 5 4- 7 60.0 9-0 2 -7 18 1 -3/4 o r� Z; •0••••. 140.0 S - 2 4 - 1 4 - I 4 - 3 4a • • • �stgt . 0 160.0 4 - 10 3 - 10 3- 10 4 - 0 11 - 0 3 1 -3/4 r ewe g •••••� •1" yxt/B» •^ •• 160.0 4 - 3 - 3 - 3 -9 11-8 3 -3/4 3 • A�.uM.6NGLE o i 2 -718 1 -1/2 yx••� AK ' • } 170.0 4- 3 3- 4 3- 4 3-6 7- 0 2 -7 /8; 1 -S /8, Z IJK 3 • z • • • • • • OP Rw 6 e g E NOTES, 70.D 8-0 2 o -7/71 1 -7 /B Ew. °mom 7 • AIUFL"I'D 8 ALUM POP RIVET / 16 . 1. REFERENCE, APPROPRIATE COLUMN IN TABLE 1 BASED ON 9-6 3 2 -1/4 ' q " • 6063 -T6 AtLOY (tYPJ E MOUNTING CONDITION IN FIELD. 10. 1. 3 2 -5/8 TWO ANGLE (SEE ANCHOR 2 NEXT HIGHER L T OAD ORLI EAR INTERPOLATION MAY BE S-0 2 - 7/8: 1 - 1/ 2 9 R6 SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE` ALLOWABLE SPANS. 7-0 2 - 718' 1 -3/4 v OR) ANCH 3. ENTER TABLE t WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8 - 0 2 -7/8; 1-7/8. NOT o . MAX. SHUTTER SPAN, 11 - 0 3 -1/8" 3 -1J8 M EITUA slot MAY BE TYPICAL 4. ENTER TABLE 2 WITH PO51filYE DESIGN LOAD TO-DETERMINE 12-1 5-0 _ MIN. SHUTTER SEPARATION GLASS. 2 -7/8 r1CORNER CLOSURE DETAIL 7 - 0 2 - 7/8' 1 -3 g l /sCAt . s x r- 90.0 1 9-0 2 -7/8 2 Z II_ 0 3 -3/B' 3 -3/9 MOt SHUTTER SEPARATION Q VIW 11-6 3 - 7/8' 4 2" x 2" x 125" FROM GLASS ISEE SCHEDULE N •� ' ALUM. ANGLE CON7. SHEET •• 5 0o 1. K W S-0 2 -718 1 -1/2 7-0 2 -7/8 1-3/4 6063 T RfCES EO SILL I V4"MAX. H2 OR 100 0 A Y 3 2 -3/4 .0 8- 0 2 - 7/8; LLp ( BELOW 'A 9- 0 1/1. -20 TRUSS HEAP ONCREt0 - 3 3 3 CN WA OLTS i NUTS W/ q y, 0 9O. D 9a OSHERS (• p XISTING STRUCTURE Pt •um*11►�{1NU6 ` EXISTING STRUCTURE ° MIN. 3,000 PSI CONCRETE �+146Toa01R 'Bddk8G4 °t iontitooz CONCRETE FASTENERpB "OC. Ilk-- No - Z'Z.It 8 HALF Of�B� ,.., ANY SCHEDULED FASTENER IS �k IL EsO" c wsye ey .,q ACCEPTABLE b USE MAL €8) OR FEMALE AS B1' 8)r • "'x REOUIRED s O T CQRMfR CLQSURE DUA L� et�n �M DWI" Qr T SCALE. 3 .r -o" R SE aheet 5 of 7 1 a ANCHORSCHEDU-V a n FASTENER NAXM M SPACIN O KHM M QUI AlEOUS DESt6Et LDADS AND ANS u LOAD Wf r EDGE DISTANCE AM 3' EDGE DISTANCE 7 (M} SPANS UP TO SPANS UP TO • SPANS'UP. TO SPANS UP TO SPANS UP TO 'SPANS UP TO SPANS UP TO SPANS UP ?O P.S.F. . 9 . -0 .. 13 ._ 1 .. S• -g» g•_0» 9•4» 13• -17 . ANCMR TYPE MAX. NOTE 1 NOTE 1 wcft 1) ' 016 NOTE 1) (SFEWM 1) NOTE 1 ` (SEE NOR 1 ISEE NOTE 1) U . '� z (SEE CONNECTION TYPE CONNECTION TYPE LbNNELTtON TYPE CONNECTION TYP CONNECTION tYPE LOMkECT4W TYPE COMMMON TYPE CONNECTION f YP _ it N01R cm tatiTR3) DRR mm 3) � - (SEE NOTE 3F tm WM3) cm NOTE2) {SRR mm 3) (M NOR (SETNOTED 1). 1 C2 C3 CG CS C1 c2 C3 C4 CS C1 C2 C3 C4 CS •Ct C2 c3 C4 LS C1 C2 0 C4 CS C1 C2 C3 C4 .C5 C1 C2 C3 C4 CS C1 C2 C3 C} CS Wy 'U II 45.0 12112 12 12 7 12 S 5 3 12 12 tt tt 4 12 12 12 10 6 12 42 12 9 5 Ti 6 6 d 3 0 S7.0 12112 12 9 '6 12 12 12 6 4 11 9 10 6 3 D 3 r;/ i r412112 12111 7 12 12 112 'B S 12 10 1217 1 t. 9 3 D 1 - 3; 1 3 1/4 - P ITW TAPtON W/ 73.0 12 12 12 ? 4 10 S'_S 5 3 9 4 3 1 D 3. 4 12 12 12 9 s 11' 6 6 6 4 10 4 4 5 3 9 3 3 S. 3 .. N u yYj i- VI"t"LElRfmm" 105.0 10 S 5 S 3 D 3 4 B 3 4 6 f 4 rA 111 6 6 16 3' 9 3 13 5 3 9 3 is 5 13 9 3 31 S. 3 N ` j g g F i �• pa6t.Tao9nu ctNKE61p 170.0 8 9 4 8 3 4 8 3 4 D 3 •4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 .3 3 S. 3 e�3= a �� • • • /),,,r 45.0 12 12 12 12 9 12 12 12 9 6 12 12 'I2 D 6 12 9 9 S '4112 12 12112 12 12 12 12 12 10 12 12 12 12 9 12 1+ 11 9 6 = Y +' • • • • • .� - L-- ....1 57.0 12 12 12.10 7 12 12 12 7 S 12 12 12 6 4 12 S t 4 3 12 12 12 12 H 12 12 12 12 8 12 12 U M 7 12 6 6 7' 5 _Un 8 e - b• •f••• f f 7) • •••• 1/4 - O AWERS CALK -IN 73.0 12 12 12 B S 12 9 4 5 4 M 6 6 5 3 tt 5 4 4 3 12 12 12 12 D 12 12 11 9 6 12 6 6 9 5 12 6 6 Y S >- r • • W /1/6 EMSEOMENI' W- R • ' li a•••• ••f• ' jT EE 4024$I SCREW 105.0 12 -9 9 5 4 -12 S 4 L 3 12 4 4 3 12 5 4 4 3 12 11 11 9. 6 12 6 6 7- S 12 6 6 7 5 12 6 6, T S to^fttw ' •• '� • au >rOKYT13 170.0 12 S 4 4 3 12 S 7 4 4 D 12 IS 4 4 3 M 5 4 4 3 12 6 .6 T S 12 6 6 7 5 12 4S.0 12 12 12 10 6 u 12 '1217 4 12 12 121614 0 4 4 4 t2 12 12 12 7 12 12 9 S 12 tt 12 D 4 9 5 S 5 3 •f•••f' :••••• •• S7.0 12 12 12 D S 10 10 10 S 3 9 7 D S D 6 tt tt 3 12 12 12 10 6 12 7 14_10 B '9 6 3 T 4: •• f f i • • • • • +'4� 2 OMRS 13.0 11 it 11 6 3 8 4 4 4 7 3 a 4 6 3 1? 12 12 7 4 9 5 5 5 3 8 9 3 4 7 4; ••• f f• • • •�6t -9t w 1-1/6 105.0 8 4 4 4 6 3 6 3 6 3 4 5 4 5 3 7 4 7 4 4'� • • • • • • • rt6yM6EOM[NT�� • .• ►.ft 170.0 8 3 6 3 6 3 6 D ? 4 7 4 7 4 7 4; • • • 45.0 12 12 12 12 h 72 12 tt 12 tt ? 12 12 11 6 t2 ? 7 ' 4 12 12 tt• 12 12 12 tt 12 12 B 12 12 12 12 T 12 D' D D S • '•ff••• f « or • • ty6y�E 5 ?.0 12 M tt 12 8 12 72 12 9 6 12 12 1218 S it G 4 6 9 12 42 12 12 9 12 12 12 T! 6 12 12 12 10 6. 12 4 4 m • • • • • • • • • �1 W/ ?3.0 12 12 12 10 6 12 8 g 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 S 12 6 5 7 4 12 4 4 7: 4 •• ••• f f u 1 4 1P4�� M � , -26 r�Ut 105.0 12 1 1 7 4 11141 3 Ti 4 4 6 3 it 4 4 6 3 12 9 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 1. F • Ot •1..� Z'. r f S CAM ri4 M CONUEI!{ 170.0 11 4 4 6 3 11 4 1. 6 3 11 4 4 6 3 11 4 4 6 3 t2 4 4 7 4 12 4 4 7 4 12 4 4 7 4 tt L 4 7 4 tr Y. •.•f•f•. f•ff••m 45.0 12 12 tt 12 11 tt 12 42112 7 12 12 12 11 7 tt D D ? 4 12 12 12 12 tt 12 tt M tt 9 12 12 tt tt 8 tt •�•• 57.0 12 12112 12 D 12 12 1219 6 12 12 12 6 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 tt 6 S 7' V. 12 { �T[x/,TROpNN/ 73.0 12 12 10 6 tt' B 817 * 4 12 6 5 6 4 tt t 4 6 3 12 tt tt 12 D 12 TI 10 9 6 12 7 7 B S tt 6 5 7 4 � . NL� I A ; 105.0 1210 to 7 4 12 4 4 16 3 12 4 4' 6 13 12 4 4 1 613 12 10 10 9 6 12 6 5 7 4 12 6 5' 7 4 12 6 5 1 4 YJ. mom •wL6lmr StisNWlq 170.0 1214 14 6 3 12 4 416 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 r 4S.0 12 12 12 12 11 12 tt 12 tt T tt 12 2 11 7 12 8 9 T 4 12 12 12 12 12 12 12 12 U 9 12 12 12 M B 12 10 10 9 6 57.0 12 12 12 12 8tt 12 tt 9 6 12 12 12 B 5 12 4 4 4 6 3 6 D 12 1211 tt 12 11 12 12 12 12 7 12 12 12 10 v. -�E C9 [Rlt,(,rLlx q3 0 12 12 12 t0 6 12 g B 7 4 12 6 5 6 4 12 9 j12 12 12 12 B 12 11 10 9 6 12 7 7 8 5 T2 6 S T t .^• . 105.0 12 B D 71, 4' 4 6 3 12 4 4 E 3 tt 4 4 b 3 10 10 9 6 12 6 5 1 G 12 6 5 7 170.4 12 4 4 6 4 4 6 3 12 4 4 6 3 12 4 4 b D 6 5 7 4 12 6 5? 4 12 6 5 7 4 >Z 6 5 '7 4 l�OOtIt7'R421EVTRb uo - 6 e�•P�+twtLLee FlaMB ANCHOR SCHEDULE ' Z • 1J - �. � ,.. FasreNEE MNOtMMS!'ApMG 16d04E5 }ID01NEiOFdtYARt0US0E51WiL0ADS AN09ANS r LoaO MIN 314' EDGE DISTANCE. IL ; Zc m 0.aw, (W) SPANS UP TO ' SPANS'UP TO SPANS UP TO SPANS UP TO gg P.S.P. 5' -e•• B'••9" 9'.0•• 13• -1 s ' ANCIM TOE MAX.. (SEE NOtE1 N07E SEE NOTE 11 tMoMq s • I '(SEE Colowc twN TYPE LONNECTION TYPE CONNEt7wN TYPE CONNMMM TYP[ r _ NOTE + (So NOTE 3) an NOTE 1) O'EE N07E 3) GEE NOTED) SEE PAGE 7 FOR ANCHOR NOTES PRUDU(•4RE:YLSED 1) C1 C2 [ 3 C1. Cs C7 C2 Ca C4 LS L1 C2 C3 [4 [5 L +'C2 C3 [4 CS a MoviDigw$IIt6e Flumm 4$.0 12 Q112 19 j 7 12 12 5 12 12 12 S 4 12 9 9 3 3 .06 ~•'' 10 /tT /2002 S*"* tt 12 12. T S 12 tt 12 S 9 tt tt tt 4 D 12 I 4 a 6. •e.y� - 00 W0G fI/ . wp a6 /4' M1N. 7MAEAb 73.0 tt 12 tt 8 f 4 tt 8 9 D 3 12 6 6 3 12 5 4 - - PCNETgAT6Ni SHEAR 105.0 12 9 8 D' D. tt b A a tt S 4 3 tt S G 3 w v _ PARALLEL OR P!RP. TO won DRAW 110.0 12' S 4 3 tt 5 L 3 12 5 4 3 12 5 4 D D1rb16R, atwM "" a a 03`817 Sheet 6 of 7 e .: S ANOOR SCHEDU FASTENER MAXBiAtIM SPAM ) R<7wm FORVATMIE DE516M Low Am SPAw G LOAD MINI' EDGE DiSTANCg ' ": MIN. 3' EDGE DSTANCE '9 1 W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS l/P TO SPANS UP TO SPANS UP TO SPANS UP TO $� P.S.F, 5 -8" 8._0.. '9' -0•• 78'_r• S,_8„ 8• "Q` 9• "p 13' -r• ANCHOR TYPE MAX. (SEE NOTE 1 EE 6IOTR 1 NOT[ 1 tm NOR t MOTE 1 tm NOTE 1) =1002I) (m NOSE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPI CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNEMON TYP i 2 a I NOTE {SEff NOTE 3) NOTE]) - [tEE NOTE 8) (IEENDTEA OBE Ntl7E» (RFL te0TE8) NOTE» 6PiANDTt» ' .. i. 1) C] C2 C3 C4 CS CT C2 C4 CS C1 C2 CB Cs [i CS C2 C3 CL CS C1 C2 CH C4 CS C1 C2 £3 C4 CS C1 C2 CH CL CS Cl c2 [3 CL C51 I v I.S.O 12.12 12 7 4 9 9 9 S 3 8 8 B 4 S 5 3. ] tt 12 12 8 5 10 10 10 6 3 9 9 9 S 3 6 3 3 3 ao _O 57.0 10 t0 10 5. 3 ? 7 7 4 6 5 5 3 .4 it t1 N 611. B 8 0 4 7 5 6 4 S ] Vim, • 73.0 7 17? 4 5] 8 3 4 4 B 8 8 5 3 6 3 3' 3' S ] S ] .. N. y v v4'a ITw TAPCON W/ 1 - v41 MIN. [118tOM[NT .105.8 5 3 ). 4 4 6 3 8 3. S $ S 3 S 3 •' �• 170.0 4 4 4 4 5 ] 5 3 5 9 5 ] ,�$ i • • • 4S.0 12 12 12 7 5* T1 H 11 S 3 10 10 10 4 3 7 9 ] ] 12 12 12 12 7 12 12 12 0 S112 12 1217 4 8 A. 4 S b •••••• 4 !I� 7i) 51.0 12 12 12 6 L 9' 9 9 .t 8 6 7 3 S M 12 12 9 S 11 11 1116 L 10 8 9 5] 7 4 um $ • • •••• • V'T_.ZJU ?3.0 10 10 10 4 3 7 4 3 3 8 3 5 12 12 •12 7 4 9 5• 41S 3 B 3 3 4 7 4 N, p n • -f" ALK•IN W .+ •:•••• •••• +1l ox itEN1 105.0 7' 3 3 3 S' S S B s 4 5 3. 7 s 7 s ? i w= N !4 0 St Egg p s'Ir� •{t18NA SCREH 170.0 S S S S 7 4 T 4 7 4 ? L Y 2 Ej I� •!f)••• •• • . • 45.0 12 12 12 7 '4 8 .B 8 - 5 3 7 7 7 4 S 3 12 12 1? 9 5 9 9 9 6 3 8 8 • • • ■y =j 57.0 9 9 9 6 3 6 6 6 6 6 4 5 3 4 10 10 10 7 4 T? 7 S 6 S 6 L 4' ] ••• -• • • v4•e Pow"m 73.0 1 - 7 7 4 S 3 3 4 4. • 8 8 5 8 3 6 3 3 4 5 3 4 3 5 • • ��.I► • •••••. •••• • "6Ti/7 Ve• tOS.O S 34 4 4 S 3 3! 4 3, L 3 4 3 0 • p. • + • • �� 170.0 4 4 4 L 4 4 3 4 3 4 3 c :••••: • 45.0 '12 12 12 9 5 12 12 12 6. 4 11 11 11 5 3 8 i 4 3 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 A 4' .. 8 G l • Fi VI •, $7.0 [12 72 12 ? 4 10 10 10 S 3 .9 •- eHe ••.•••,• • • *M . `* .ALE/ ? 3 3 6 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 '� • •. ••• • tt 'PAE16ttELCO MALI/ NT 185 73.0 .0 4 4 ] 11 11 5 3 8 4 4 3 . 8 3 6 3 3 3. 6 3 8 4 4 4 6• 3 -6 3 6 3 11 / $C•[W WIT 3 6 3 6 3 6 3 8 3 6 3 6 3 6 3 45.0 12 12 10 5 tt 11 11 7 4. 10 10 t0 6 3 7 3 3 4 12 12 12 12 7 12 tt tt 9 S 12 12 12 8 4 8' 4 4 , S 3 57.0 12 12 B 4 9 9 9 S 3 8 6 1 5 S 1 12 12 12 10 5 11 11 11 5 7 4' 10 8 9 6 3 7 4 'm 73.0 10 TO 6 3 7 4 3 f6 6 3 S 3 12 12' 12 ? 4 8 5 4 3 1 3 3 4 ? 4 _ n 1!1 [%TRON• V i 'H TAP ! 105.0 8 4 4 5 3 7 4 7 4 7 L M[X HEATAPCON KNOW w! My ' fMe 170.0 S 3 5 3 'S 3 S ] 7 L 7 4 7 4 T, 4 s , 4S.0 12,12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 3 ] 6 12 12 12. 12 7 12 12 12 9 S 12 12 12 8 4 9' 4 4 S 3 310 12 12 12 8 4 8 9 9 5 3 6 6 1 5 S 3 t2 12'12 10 S T1 11 11 7 i 10 9 9 6 3 1 4 v4•e lfovv $ET .ftEk 13.0 10 10 1p 6 3 ? 4 3 4 6 3 5 ] 12 tt tt 1 4 8 5 4 5 3 7 3 3 4 T 4 F'AOM)L'l RE11E1M40 m EMeEOME ^• 105.0 ? 3 3 4 5 3 S 3 S 3 61.4 14 3 7 4 7 4 7 4 r�aR4 lOeFlot)�I ' 170.0 S 3 S 3 S 3 S 3 7 4 7 i 7 4 ? 4 '�Isco& - A�nu.aN6OS -- z•11 j ANQIORNOT85: 'L =AND LOADS SHOWN HERE ARE FOR D p�pN1N0 ANCitOR ONLY. SPAt f.OR SPECIflCLOADS MWST � LMpiEDTOTHOSE 7 WHERE hAG 8CREWS.FASTEN TO NARROW PACE Of STUD fRAMING FASTEN ER a 0p EQ � 6LNE C O HH p JT SMA p� TEE MATERIA LL S A EAf IN CENTE NOMINAL 2" % 4" tMIN.) WOOD STUD. 314 2 C A OUAt. O NEGATIY p E3 N OAD ECt'5PAN,,EATER PNtt E 4 PS PAN OR MEX HBE DATER WOOD FRAMING. LAG WOO EWS SHALL MA1 ' ££ t AAAA RN PINE" G�0.55 OR 7MAN OR EQ I L TO MUTTER SPAN: - pRp • 'y S. . { MACHINE SCREWS .�S� SMALL HA V MINIMUM GR 1/2" ENGAGEME 3. EX15 SYRUCTUR pOR pROP$R A t TYP K E D 9 R gSE O CON TYPE OF HE A0 ,61pEWALK BOLT) U OvEtTHER A VAN HEAD NT Of THREADS IN , TRUSS HEAD, OR WAFER�FNVLrtwBINKFbd6e U p R pXFST1kG E gg TRVC[TURE AND APPROPRIATE CONN TI V, TYPE. SEE MOUNTING Fade TION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. AtfepY66e �O 'Ob 4. ANCHORS SMALL BE mS7ALLEp.IN ACCORDANCE WITH MANUFACTURERS' - ® 6 °"" 10/77/2002 RECOMMENDATIONS. 10. 6' DESIGNATES ANCHORS WHICH AREE REMOVABLE BY REMOVING MACHINE gy - w anti, '. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. SCREW, NUT OR WASHERED WINGNUT. O>•heE iswTc 6. WHERE EXISTING STRUCTURE IS WOOD FRAMIN W O FR MIND CONDITIONS 11. FOR HUILQ -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED B1riltee n.yn y, <1M<i. i �aG S Ig c4 v ra g YtEM8ER5 NOT PLYWOOD FASTENING TO IS S CC�PTABLE ONLY FOR 12. FOR H1) -OUT MOUNT SECTION O ANCHOR SPACING SMALL NOT EXCEED .9 SIDE CLOSURE FECES. 6" O.C. ' sAeet ? of 7 nl • • i y Miami Shores Village Building Department 1 1MON.E.2tid Avenue Miami Shores, Florida. 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. •'' /' �'" Job Name /';;'On Date Z ) _ d BUILDING CRITIQUE SHEET ,( �OAr_l 1 �t sU 441 rOCO 1s o dale re . S lae c c A - 11 0 4/S S A A, A-t 40m 14 S(f 6 0 2. 6T � �i- Reviewer: Claudio Grande CAO 305 - 795 -2204 Ext 1430