The URL can be used to link to this page

BP-03-631 (2) i Miami Shores Village Building Permit al„ 10050 NE 2nd Avenue Phone: 305-795-2204 Permit Number: BP2003-1080 'x' It Printed:7/2/2003 Page 1 of 1 Applicant: LATIN AMERICAN INVESTMENTS Owner: INVESTMENTS LATIN AMERICAN JOB ADDRESS: 9495 BISCAYNE Blvd. Contractor Contractor's Address: Local Phone: Parcel A 1132050070010 Legal Description: Fees: Description Amount FEE2003.4005 Building Permit Application Fee $80,00 0.00 Total Fees: $60.00 Total Fees: Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/29/2003 Construction Value: $2,000,00 Work: INSTALL SHUTTERS Signed: (INSPECTOR) 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: 77 Y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 BUILDING Permit No. 2, a O C? PERNM APPLICATION Master Permit NO.B)- Ot��aa FBC 2001 l Permit Type(circle): Building Electrical Plumbing Mechanical RooIIng p C� Owner's Name(Fee Simple Title older) .To a6 0 LprZ Phone# OwneFr'sAddress 77L) 406U . City State f Zip 331 Tenant/Lessee Name Phone# Job Address(where the work is being done) f 91 - 7l fc e- / City Miami Shores Villa&e County iami Dade Zip Is Building Historically Designated YES NO Contractor's Company Name � Phone# 700 ^ �.' Cont actor's Address a CityState Zip 4 I A Qualifier •.•e S' Architect/Engineer's Name(if applicable). CZA4''� 4 AWIA 'Phone# PS Architecangineer's Address city .040 .4p� state zip $Value of Work For this Permit ®�� Square Footage Of Work: Number of:Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ❑Alteration *ew ❑ RepaidReplace ❑Demolition Describe Work: a Calculatiio �on Misc Permits*' '*' ,""•*'''''�'*'''�*****�'''*''�*''*''*''* County Escrow Fee$�� Peimit Fee$ �h\ Notary$ Education/Training�Fee$ Tech$ Scanning$ Radon$ Code Enforcement$ Bond$ Struct.$ Minus Plans Check Fee$ Fee Totals (Continued on opposite side) 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 p 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 COMMENCEMENM" 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 occureven (7) days after the building permit is issued n the absence o such pasted e, th ei inspection will not be approved an alwinspectionfee will be charged ; Signature Signature Owner gent ztractor The foregoingrk was ackno ged ore me this The foregoing instrument was acknowl ed bef ;me day of 3 by day of 20 3 by , who is to me o ha produced ,who is y known tome or bas,p oduceds i tion and who did take an oath. D L as identification and who did take an oath. NOTARY P LIC: NOTARY P LIC: . �ag sign: Rh;. Sign: 1- O, O - Print: '. ' =Commisstam#DD320336 print: is oc` 'ADD My Commission Expires: ''�•°��°�r nuc Hoacung `tco.,tnc, MY Commission Expires: �at'c go 72 a ding Co.,Inc. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency.No. APPLICATION APPROVED BY: JUL 2 2003 Plans Examiner chcfin&103 zwing Florida Storm t; Panels 14475 N.W. 26 Avenue • Opa-locka, FL 33054 • (305) 685-9990 • (305) 685-9000 • FAX (305) 685-7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20gauge panels under renewal number 02-0826.07. (Previous number 02-0531.02) This letter authorizes to use our 20ga. Panels under number 02-0826.07 to be used at the following job: Sincerely, VictorV. ruz Enrique Revilla President or Vice-President 1. This form must accompany the application for building permit and shall become part ofthe pe 2. The authorized si azure is , e seal of the co g ad ty a e. M I A M I•OADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAG LER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375- 903 NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels,Inc. 14475 N.W.26`h Avenue Opa-Locka,Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: S#81► �sShutter APPROVAL DOCUMENT: Drawing No. 02-868-111, titled"22 ga Galvanized Steel Storm Panels",sheets 1 through 4 of 4,prepared by Frank L.Bennardo,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 County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. ItiSPECTION: A copy of this entire MOA 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 I as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E. NOA No 02-1120.02 Expiration Dat _1t2�— Approval Date: 01/23/2003= Page 1 M I A M I.OADE MIAMI-DADE COUNTY.FLORIDA MEMP METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLF.R STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products,Inc. 6928 N.W.46'"Street Miami, Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT-100/Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No.00-871,titled"HT 100 Accordion Shutter",sheets 1 through 6 of 6, prepared by Knezevich&Associates, Inc.,dated July 23, 1996,last revision#8 dated May 10,2002,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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#00-0705.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A.Makar,P.E. NOA No 02-0605.07 Expiration Date: 08/24/2003 Approval Date: 08/15/2002 Page 1 M 1 A MdDI�►DE .. Allam 11�V-ar�+t+�+•••• ING CODE COMPLLANCE OFFICE . ® MWTItO-DARE FLAam BUILDING ES'L.FLAGLER STRE>:T•SUTfE 1603 140 W • . MIAMI.FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 PRnDUCT CI'0— *ON —UQ CONTRACTOR LICENSII�1 G SECTION i ��... Guardian Hurricane Protection Products,Incl (303)375-2327 FAX(30S)375-2558 8163 NW 74 Ave. CONTRACTOR ENFORCEMENT DlvMON Medely ,FL 33166 (30S)3752%6 FAX(305)375-2908 PROWICr CONTROL (305)375-2902 FAX(305)3I 72S63 9 yon application for Notice of Acceptance(NOA)of HT-100 Accordion Shutter e use of Alternate Materials and Types Of under Chapter 8 of the Code of Miami-Dade County governing Ce by the Miami-Dade Construction, and completely described herein,has �� rein. County Building Code Compliance Office(BCCO) under the s specified BCCO reserves the right to secure this This NOA shall not be valid after the expiration date stated below. la>at qty control testing. If this product or material at•any time from a Jobslte or: ! revoke modify, or suspend the perform in the approved mama r, BCCO may s if it is product or material fails to perf revoke this approval, use of such product or material immediatelBCCO fatls to ,neat dements of-the South Florida determined by BCCO that this product or Building Code. The expense of such testing will be incurred by the manus. ACCEPTANCE NO.: 00-0._ Raul Rodriguez SPIRES: 08/24/2003 Chief Pm¢uct Control Division S D O F CIBC G THIS IS THE COVE Cryg�Iyl'I7I01mT3 BUILDING CODE&PROD This application for Product Approval has beenreviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Wam,Dade County, Florida under the conditions set forth above. Francisco J.Quintana.R.A. Director Miami-Dade County Building Code Compliance Office APPROVED: 08/24/2000 %W4S0.00119c20WWnP1acZjN+oace acceptance cover Peds,:.'; .. .... .__......m:....endeoniine.com • e• o. : 00-0705.05 ACCEPTANCE N Gu an 14urricane Protection Products Inc: 0gn4/2000 APPROVED EXPIRES 08/24/2003 SPECIFIC CONDITIONS ACCEPTANCE: ' yOTICE OF 1. SCOPE a shutter, as described in Section = of this Notice of roves an aluminum accordion type Code. l 94;` Edition for Miami- This to designed to comply with the South Florida Building gFBC Chapter Acceptance, desig de.errrained by for the locations where the pressure requirements, as Dade County, the Design Pressure Rating values indicated in the appro�'�a drawings. 23, do not exceed 2. PRODUCT DESCRIPTION e� . e shutter and its components shall be con..^..ct � 1 S�ttecompliance r �ed 'This aluminum accordion type the following documents: Drawing No. 00-871, titled "HT1�00 Ac erc1 10, 1999, sheets I with I dated July 23, 1996, revision i6 dated J une by Knezevich & Associates, Inc., royal sty . p with the Notice of h 6 of 6, bearing the Miami-Dade County product ControlCtAp royalroduct Control Division. These through and approval date by the Miami-Dade number pP num s. Acceptance win documents shall hereinafter be referred to as the approved drawings. threaded cones. ants included but not limited to embedded anchor bolts, 3, LIIYIITATIONS All permanent set comand d sills must be protected against corrosion, contam;r,Mtion an metal shields, headers d damage at an all times. t compliance with utter and its components shall be installed in s"-,'c 4. INSTALLATION This aluminum accordion type shutter the approved drawings- logo. . 5. LABELING bel with the manufacturers name or city, state and the Each unit shall bear a permanent label roved . following statement: °Miami-Dade County Product Control App 6, BUILDING PERMIT REQUIREMENTS ' anon for building permit shall be accompanied by copies of the following: 6.1 Application ? of this Notice t 6.1.1 This Notice of Acceptance. ies of the approved drawings, as identified in Secaon for the propose ate coselected 6.1 d Duplicate P ;narked to show the components :acceptance, clearly da Buildii installation. Official or the South Flori 6.1.3 Any other documents requirethe Building d y properlly evaluate the installation of this system. Code (SFBC) in order to �� , p,E.- Product Control Exaznin Helmy M m•- Product Control Division Protection Products. Inc. ACCEP•1•A`(-e- •"'' ' Guardian Iitirric:inc P QS..•In0QO APPROVED ' EXT IRES ' ti OTI C E OF aCCEPTaNCE: STANDARD CONDITIONS �ti al of this Acceptance (approval) shall be considered after a renewal application has been filed and"l Rene including test-supportine data, en original submitted documents, LineerinL documents. arc'no aider than (g) years. 1 be rmanently labeled ��ith the mint„facturess "all' state. statedinthe Any and all approved products shat pe roved • or as 5P following statement: "Miami-Dade County Product Control App specific conditions of this Acceptant Renewals of Acceptance will not be considered if: ' the South Florida Building Code affecting, the evaluation of this proau:.: J. a, 'I'liere has been a change to approved. and the product is not in compliance with the case chances. tame. including flit ropro is no longer the same product(identical) as the one originally app b. Thep holder has not complied «ith all die requirements of this ac..ep. C. if the Acceptance correct installation of the product. ' llv prepared, signed and sealed the required docun:•=:Nation intt�a. ` d• The engineer, who originally p p ineerine profession. submitted, is no longer practicing the eng • process shall automaticail.• e in the materials, use, and/or manufacture of the produc. or p 4. Any revision or Chang nee unless prior written approval has been rcques:ed (throucit the be cause for termination of this Acceptance, ' „ f a revision application with appropriate fee) and Granted by this otTice. film=o Any of the following shall also be grounds for o�procesval of s', •�cczptan,.c. ,. ♦•crtis:~•: or am' oti::: • a, Unsatisfactory performance ofthis p - Acceptance tante as an endorsement of an} product. for sale• ad b• disuse of this P purposes. ri number receded by the words Miami-Dade Cif am portion of tounn•. Florida.c Notice :�cceptattc� 6. eptr and followed b\ ::;': The Notice of Acceptance numb p • ' ation date may be displayed in advertising literature. displayed- then it shall be done in its entirety. tics. shatl tante as well as approved drawings and other documents. ...here c: app ,�, copy of this AcceP factures or its distributors and shall be a�'a►labie for insp��••an at the ion sit. provided to the user by the mann at all time. The engineer needs not reseal the copies. ` for tens iiiatiel: anu retno`':1! a: with any section of this Acceptance ,hall bc. ..ttis �ti tt S. Failure to comp)? - Acceptance. g, This Notice of Acceptance consists of pages 1. 2 and this iast paacl END OF THIS ACCEPTANCE -trol Exan:i Heimy A:'Nlakar. I'ro.iuct C.� r” Product Control Division 1 0• mR06L=`r. a �i1315. 'Irma: t.0.C29' 1315' 'RO-04=1 ' JGATION OPTICNAL I.1• I ' r j G:L VAT D �1LOGATIC4 0--10.ALI Q I I } f ROLL Haac^ r! r-.C67'_ ('•:'L00' I 'nr 1312' --33-5• - E_,5•r _ _ E.;g ._ i ^C�5_.- ulon.ue roT r� I v3 / ron� Tc eANEL SPAN, ROLL! I.18f' ' i'.181' i?.18('-+ » •-� I I 0 C.^�: V -- _ ' t - +�� E:9. -+ -- - T--^pa:v r� *=j SECT ONS AS._C ?250E' PANcL C'.OV=QAr i 9 y� i +.i o: f: v1 i ii� naC' _� 1 ± 1 A .o ,A438' PANEL LE7=9--y, 0=_20'V Jf i, {' ! , I �R.sneC L.3=•aaC. r,-% C'-- PANEL tJCaT. C.65C'i �!r E.O?5. ! I ! 'am0t63ae R -rn CPTIONAL '-.-20 STtTCN �✓ 3 11' , =•-4�=�c I3U!LD-CL:T c• TR=CK _' TR.: I I ! I I ! I BOLTS W1T41 uAswe w 'rs-20 x 3V _ ( 5 -TR-,C< C'C t I + i WW.I NITS FASTENW• 55.57U0 _ I�ID0' = coo, � � I � ! e.TE r0.15Q1' + r{ 18ca TYm SPAN iABIi:J T W:iY (t - 005i6' _ x1.000' R0J58° 4.O00• .u�z� CIO 9 Q f 0.125' GAL V 5'E=_ a C C R@301' --!E00' 10w0' r-.A '0 t I PLaN vroiy � �r_C + i �" f TYo M rEL CsrZ4D5 50J e -0.05P.' ( ( -4 j C. 5Jodi i I O W Q 't � Q it 1 l J t ^ ' f - 01255' 1zc'• IN. � L�i 11d0'MIN. t (�av � + � t � W m O� > (( I 5.000'MAX 0095 =50' 000• - 9 I v l-'� = Z t MAX 5.E4'JO'MAX. _ ' 0565' 1 0.150• 6 ,tt J p. STUD a!7GL= C ButLDC-LT/cLcsUl� ANCsL= CS _ t s 47.015'MIN. ©rr3•� t ^' A!- nvsv Z ZV S !1 ,� 3NUT _ P I r/ <Eywa-E WGSWER "SAO=. - ( I } l� / I I \ Z W Z X w 6ALv sT[EL c.�ooa so w _R.!VO =AP i ( I I I / , W O I !-� 0 4 ? _ ami.F01QIMOARM I Tsm OEEP T+IwO CAL , � L ~ W U MEAD M Oy+ogy a auc-au scrT.'-,+I'TctisvT acONN ♦ = IL Q 0 Z 'a ED I N07==: .""OUNT el =VGTI \\`RD.1S0 ! I ! I ! i 1 Ei Q Q � <` r'.� = l., �:✓ ON I� Iq Z (� `_� _ t ! 0Cb 33a 0063 I- 3�a9•- I �O"�wz \ v I! 0 S - I. TWIS S!-C-'TTHR S`-STEM WAS BEEN ! E= t j - / LL U 7 LARGc-MI5$!'- ,. Dc5 EC ✓ AND ill f p 1 »03»• y 03%•t,ea it �• O `5 ^R'J C WITiI _� ; 'PA-,7 PRCTEC'iVr SYSTEM M 0.125• I EO63' ect+e OroT- 9 d U'.063 L.C.. AN T�;-_OR1DA 5UILDI14Cs G."D= 200t CCJLS AND '4-,T TAS 20t FOR;-.:1�_ ;••!I$StL= tt•TPGC- TAS 202 1 '� � - ` ' Q 3• �' T�^ . v.--.•.... -3 ' L! R TYp5-S LAST PANEL TTfwCAL:CR UWFOR STATIC A.RPR=55RE AND T45:93 FOR JVLO'_B3WtN.LCAMINCIn PANEL A50v8 / OO9TIRlCTIO. 2. 1NC 333. MCR==S': !N ALLC!LABLE 5T55 411$aHM q3» -• ;,OE' -r:e3 ! r ! f p.On� moi{- I i T-- oSSTgaCT+oN�1 OvER aP-� r 5� IN Tii= .^.=5i(y'v O'' -.4= ANC>40R SPACSNG TABLES. TOa 'U' 'RAGK ~-- _ i r Cr 3. POSITIVE AND NEGATIVE DE5iGN PtM55t RES TO BE �• i j mC , f ZED WITW T' S=DRAUNGS SWALL ME DETERMINED By ,�^ I s'JER5 ON A:CB-SFBASIS IN ACGGf?,�ANCC WITI.i TLi' m�+ I I OOTTC••t V=RNLNG CODE. ttii-E'•t ASC= "-W 15 USED TO CALCL'LATEc { �m m ti i E ' ( m C4; S5U5=OR Um, T;15 aR-^DUCT,T» o; Q USE of A ! ! I I _ ii)gCTIONALI^•' FACTOR ICG:O$5 !$ALLOW=.' ' •-� s m.s �I I '��'C'Dl (� _E CT '�.-:C S.S.St 1..ALK MAX =a J� I I n pay ` 4 `_ , SYSTEM!D_ AILED ,-IEIMM IS GENERIC OR MAG.,N=CBEOL,T a 't:ST;hG I ,- (L a ? W 'N-- DOES NOT PROVIDE INFOR`"A TION FOR A SPE _ / �� W E ` ..'' 1 SPECIFIC SITE, LLASu_R,,cr>;LtNGNt1T o � ,L.NDa;; � 015' ! a x W GA. I ,/rn�T'6v�� / '� _ _ oN5 CHvIA� SCM Ta.iE GC►tDrrtav5 7a• OZ.Trp I I 035 MAx--i % W rc a` ».�cD.S.:aILL ? mAt$ SIT= 18 DR`GtSI_1ZD i� ANCTL_ .... �MA \_.. mo I ' jieP a 11 .t C• X. l MOUNT S .� •= USE:: IN CCNJlr1GT:CN WIT:.' TI:15.^.GG."'-N' 5 TO _ t8 GA.CsALV STEEL �T j ! �/� AS RR=j -m► -j S. B - T wCJ SJR rx.x :B + - PERMIT WOLC=R 54-ALL VERIFY TL= ADE ' '-Y OF T;4= 6063•'b AL.. .vC L- _ /�}'// I� I ��m� `,�' ��l � I t LL :X'S-INCs S re:C:�R_ Yv'.:.7T::STA,ti: A=T!ONG. C4=5. coNc!�TE.►+oLLCu� ! ! 1 I' I i jossrRucT,oN I v U tU {- L-- 5,-'=K OR UJCCO FRAI•- tGO W CCR.;_o .•5 ...__ .trvG �.CT'O•r'TOtWT / 6. 5TC3c"!P=EELS i.:AL_ Bc :2Gd STEL (GALVANIZED1.� •:•rc c _ ' l D, 7`!OtiNT C' 'r,'SUR= ^H T,C!1- T''1= :5�C';Jl L `�r'f'•PANEL OVEI�AP ,}�^• O CS i S ASTENED• V; ICICNE55 t.0:729•'•+tN)CONFC?•t:NCs TC OSTM A653N T.5 4R%.-2C`STr'c6 5+LT��:�y � (USE APPRCPR.ATE SPAN TAISLE J tO9pON ! I• •TRS:G'(:RAL GI.�-L7'Y.G-R.:,^.E ,3G^.s°x GAL V.•••••T1NG t:.'ITu a; ! L -N.'v-82.0 K51. ALL 5X'Rl:5iCN5 5"ALL BE 6063-T6 -�a!CA LIN. ^ 1 CJ .":ltNtJM "Li C".U.N.C. (B' ��-�T ELEVATION AJQOUNc � u: N •o --,- _ -" CBSTRi1CTI •..✓=_Z__` ac _^ti^ .,_ J D!$T.^.t.!GE STs' C'� I f- 1. PA• =L5 5 AL SE =ER`'ANENT� LAB=_cD W.-, + - 3ti v=, _ - T;+�5 C?ONE'-.ARKING PER-,,%NEL AS FCLLC'.'S. A .. SECT. 2Al3-3) .CR1DA STr"'R'7 MAN=-:.q.INC. ^ C=A-L0-I<A FLCRI0A % \ % r - 4. 0:5 / ',r•t.ANGLE ...A"'ti C=.:�E G:-.:NT" a .. �.•'�.•RCL A `.__ I ..AX EXIST.CSC. / P•=_ a a _S OR -=-v --as"RE= E ... - �.. BOVH= S_^.Ck C_ UJ !S=_ ' - G^Za• 8. S'OR"_:.\ L5 :1:VE BEGV :ESiGN=`- --N� �5� =R6.Iw 7 / L s O:>•t'G-:Cti _/=R= MAX� a L '-'•Axtf'•'..""'. SPi.N5 -AIC L--A=Se-'•,.K.".t.4'�i v.'1' ✓ \ _"�;_ ..:. :E; �4�-Ani - :c::-= ! j/ �\ :�_• �E."-:STING$ RS=tiNCS .^.C'�5t"'+w'CT!C.�• 95T!'VC: y __ ��ta't,'T,�..`. ��LS� - -" I + /N /� �- ES`^�" �. I �T i 5' REP^. ti �. / `_ - t.T •' �_ -_ '- v/ v / SAP I % OVr .... C.C2-vi., ��j ii / a w__ ==--;,1L6 .-__ =7:5"�.:: - =r.= c .c•C =0? :.a - :� .n =AST=tiSna . + ,ew -a 5 _-+.. 'd ��"_C o". v OR =C -4 - . f`... "e='r i _eS= .:Alt O-e C` x G� _ __ a =xt5'nGs I A}tpYOrlffOSCOS�Ym aiIRL�t4hi' eai-r�.=',v - v _at N--� _ -v:._ '- _s•' �'C.-CP G _ ❑ �i •�„�;.% , .L`.C:�C4 S^• ._ _....:AL - 2 csi _= CR:2 _ ^c�' - - `- - _ _ -c:ULE' _ - - M G"v- Florida BYO$C C .Z r yr cam.rTs r.:a. �e �.:N.'NG .�.0\.^.i-�$- -"- =: S _ .,A __.CX: =? -~'=5-!� �c--c_ _ / I •� :.".~ '._.:..\ S� %55is: '-_ _=c_a - i - �>s�� oy �; Flat: �r!23 Z G c :^. -:Nc c� ___c@5 =t=�� __-- s_y`-= -�- , "`- =L� _�.�_ ^C C< t'% tlII14R - !IZG• � =C' Ta I ..5.-c R8 ;-:'--LL :'NC COS a__ r.:" ... _ 1•;G-:.=c5 .. _ j =^`- -`�_'"� •trC..,;;cS 6 ,- =s:�^ISG- ��)tJ'9l{1i _ -__ _ yr 1^_ti�J-134'ltlCQt�fCczuW LU i� :/R ST=CC:.=cam a E _ :N`,,., =NS!L8 B - - - - - --- - ` y,` ^t�'� � 7:.'"�'�' r•�2/� rEXISTINGc'JNGF�'= '•CLLC:u /\ !LiM ... /^`t ^. !�;! ✓ }*� ^..�:r � E"ME= ! BLCCK OR w0"✓ ^ --✓__ -_ .: :u, v._. --:i Cr^-�;?�I�1 j r C3 C' (VECTION T�•+moz { SEE ANCa04 r_-C%^=.^. BASED �^-\ .n t�t ^/^ _--�, i _• � /� ^ .. ^ 4E¢E !�iCE ANGWOR , I ON TYtaE OF g-1z:C:..RiE ' :✓�..•r'-- �i v..i"__...i v_. ✓�? .... �•• vy��..1� ✓ 'LEE SC."EDULE T3 FOR M:_Y C_CCV'•.=--•'�: -••oc �,r-- r^a .,.. ems- ne / -. \ s+'^' ._ E San Separation Separation 0"a f B .� Stitch Stitch Bolts Positive ¢ pa n p P, V 2 - - CR / Load / t Midspan Load (pst) Less Inches inches TWE a�N!NG ' / r.:X -P.:r:•;G f MAX.rso .sP.c!!•G 801tS Than: at—30' at>30' �m�K E__ / //1� / q -- I _BQSc �) O.SOav'/ 4C Sc 1 !. / �-©5°C' W (pS'/ LMAX(ft) LmAx(ft) " - 6'- 0" 2.75 122" 25 10'- 7" 30 2.75" t^ 30 10 - 5W 101- 5" 10'- 5" 3.00" 3.00" 35 10'- 0" 10'- 0" ?P� '- 0" 2.75" 125",a TEK SCREW GR srs ANG!F ' I 39 9' 9" 9'DIIaCTIGN MAY - Q"le..20 MACMME In 0mveRfim, 358 - 8 2.75" 2.10"SCREW,Nt1T •Ib' As arlaw � 9'- 8"oC.r^-P Au stM. ! 45 9'- 4"C2 G'tmz,, --=E RE=a-Ass 9'- 5p 116 0'- 0" 3.00" 3.00" O W Y— r ER=NrE 4%C::CR j_SPAR DIST _ 49 8'- 11" 9'- 3 =_x:STING m SLE-3=OR t (SEE R t w¢i ' 50 8'- 10" 6'- 0' 2.75" 129" Z r In m " w 40 2.75" 226" GLuiNG a Ac:l•� I' � w 9'- 2" 8'- 8" Z Q i J ' EXIST NG d7 III 55 8'- 5" 8!- 11" " V 1, _ 1°s°°• —d,`' ` GL.cztNG� L 58 8'- 2" 8'- 10" 9'- 8" 3.00" 3.00 Z Z I{ Z LL tmn tY REC SEPARar,CN T>�- m ` it j w 60 8'- 1" $' 9" 6'- 0' 2.75" 1.32" Z W ii u Z X Ca+C.LASS w uci it i_..� 1 j -` 65 T- 9" 45 8'- 8" 2.75" 2.41" W l` - 1 LL tt- TABLE TV % Iu to 70 T- 6" " I: to w W= T- 8" 9' 4 2.92" 2.92" _ w i E 4 OPTICNAL BUIL-OUT i �' 72 T- 4" T- 6" T- 0" 2.75" 1.36" J ! MOUNTING- CONFiG R.LTION5 I q 75 T- 2" 7'_ 2" 50 T- 10" 2.75" 2.73" N01 ! i !AT!-EATER CQ SILL: 1 d 6'- 9" 6 - 9" Z Z I! Z V m °' 90 6- 0- 6'- 0" 60 6�- 0" 2.75" 1.43" 13 oboe ,%"' F r 100 S- 4" s_ 4" 8'- 1" 2.75" 2.44" IL U td �' Q 110 4'- 10" 4'- 10" 70 6'-Lu 0" 2.75" 1.51" W r __• 120 4'- 6" 4'- 6" T- 6" 2.75 2.24 I EXIST:%4 /! U ✓a-20 x; SS ! I Com_ 130 4'- 1" L ' =ice ! n c-•�o +-cN rrAE �sCa+we SCPMW 4'- 1" _L_ S'/O RB=ERENCE ANC M • 35'OG A_C *� -_, - _ 5C;_emuLE T3 FOR MAX E X!STING CCNC.�TE. • \ �•n�\ G S:-- I' _. N/---= - G• A= - * /'� l nZ�O"vG SEE 1 SPp� WOLLOI::•BLOCK CR "s-2tc X�q'S.S. ... '_. v alae-R WOO=FR,:r' SEE MAG:-,NE acmmw W/ _ ._ C ! � Z ANC:v^R SC:-Ei BASE= \ WINGM1tiT •R.5'CC. L N-rc SPAN SC.- :•:.HiEs tVc ?S:CsN '�^t?5P1V 5C�v_=LE :inu PCS:T;VE C•Etr4el S_ -• I -OtST!9CUNT SECTIOPI ON T.eE.,c STRUCTU! -/ `Ce -ONNE''-!ON^_� LC"c`'C ✓E-cti'"':!v� ._X:" "t ^.L:-^.r+.�_= STGFL L^. .� ;✓ETE3T?I�t�`!N{I"n." AL: OW'."SLD S,C?; • i V G • t: _ lC.TIT 5=C:10N REFERENCE -_ -- :•GC. - R USE -IV__ AR3T:C�I=R--.G' ASS CRt a700R TC=.E '.ASED ^J•t /'1 SSi1 Lr PAN SPAN. SCS :S _�,;,8• a t• •rsa SCWEDULE T3 FOR MAX. _ ..R E� PRC ===C. SC_a.t._E 'L..Ji.'�E_; FCR z__ CF S'RI:C-:R=1 \i h'gL .NC:%CR C j o SI SiCVE C,:. .,__ 7 ._..tr ^ aCc1TtV= L.^.A:S v L„ rn USE 1 SPAC7NCs 2. = - _. IN,�Q�LATiC!` -N LO-=5 IS N-E CL--:G\ !BET"M=N-CA=S IS Ac -43L=.C'--c=e_: .'S= NEXT -:tCs-2e - :EmT..�LE.CT"VPE7lSE USE NEXT ..iCsrR. LOA= S -EXISTING WC 'R:S==-S a^ -•nE EX!STiNG C_^kCIZ<TE.!�OLLCJ r aX. TING CCNGRETE•!•+C" BLOCK c -_ .Y. < CR ' � WCCB SEE AW-WCR AVC-OR -:BE OR b15' ^= BLOCK OR ..CD FRA`IN . SG:E=�.B45E^ _ ON'7F'=_OF STRLICCTURE. I t�aE== .:-rNC:4OR 8«:E�JiE T3 `S=E ANC:4OR SC:3ED.9ASED { / LL Z. FOR r.AX.SP-:tNG:. USE 2="^v_.�.LE ON TYPE 6 STRUCTU1�. / / / ,{��// // I / t / // %C.E i } WALL=1141 •+- S LL ' :.i.:C.:GRs Cw."�1 / 1 % /( / ?=Jtse j• i / , .i��,n•C�� r��WAL: =!Nis:: / / s+SEL -UBE -C mw 0,T!Z:SS ' C:-Cri^S: ::1 a ERENCE AhC:,CR SCREui5•aAc.-:-w_.5S 504EDULE 73 FGR MAX. SY / !2S' `^Ax. �. SPACING ! / / /� ' = _ ___ _ '�. { - -�.—� !, .._.,.•x0 C•=-2'':'V STEEL �ti5E �• t t� �S c w ° O is' ! V --- -- r=�t. - `• -E-==_R-C RCL_:: 9---=: rJ5E w CE;N?cQ ..:5 � —'! I' �t�3'4't = � 1 II' .:5' iT .- .:.5 =�R?aE: �CVE%to TR'.:SSES � '{� � �•` i I Q Quli•S .`,�Q¢ \ 4iC I! `?11 " a_. z: g b' E:'S:eE\ TR»:S r =� t Q K D ► .1$�I G_-::IIS- RE - _R.:T;C\ '�_-rax .•'4X SPAM: r _t GL :!NG ti=. ' �� _R_- G`__ ` ~Y1 ..x :.E3:Cc\ zbC cm �. p 7-7 W W G' 1 `. 4�5 W F- i.' -AL:. CR G_'L✓ S-EE. SP-,"=R Qrz ;'$ -.'a-- { /,: .� =hC CRS BE .T 5.CR a Q Q i 0y•;.,}1 ` y 'C.'/E SSE -�.+. ' 4.X. 'ett �.G r w 'Ut ^.•� 5eD1::.5 ?i=rsc �lz \= �.^� •.v__.._ 114. Q W `�_/.^Sc.:.C.rCs: w�E . � .. _ t W= 11 J :•hC•ti�2 �- \P• W` •"-�CRE t i' / P ....: _ lu C Z. C__ _ '•""��'� `^r..N -= c - _.. .. _ F"L-=Soh.^_' .-\G•%=' i ? �s._�\ lu aVC-is SG_: SC-c�U;-c 3=C8 � SC.•_,�.._a '_-.:R .3Y -•i't•--- j U _--:.�.. ._ Ste= _..0 ALX SPa:C:VG t��C•+: ` ^ t1) �'�.• •__ - .,:ip. -" :►`rte- .-� = i,:r!CCiR`"-!--UNT Sc. ;\ - G-.-,W__ _ - _ .... ♦-- _ .:.\ 5_'' C\ =i _�C�_;�=_ Ott\,j� .: s � A 1 r EXISTING GONG ET: 0,=-: �/ -r \.. �l i 1 "OLLOW 3LOCK OR N TRLTICN / U7COD FRai-tING.S= _ 9 C PEE ANGiaOR SG•%£Ii.3ASED EXISTING ccxca=T=_.w^LL^.0 e_ c.<OR WCC^•, OR 5ED. I r CSEE svcuca a Ec FA5=_.. Cv-�-ac r —= GTI 'YPE C� I RJGTUR_. r S:e?O:JR.. I SAN v / I r G5 GONN=_^_"CN-vac_ 1 / REFERENCE ANGIaOR v j / / �_��£^LCc SG!!c7l1LE Td FOR / / -7- MAX. - - _ - Ct e t�= errs;-,.ac /� ✓_IEAC�+e .i.:•C?G S^-'E-R:G Z't - =RAIw,L.5 MAX.SPAGIPiCsRE_ca�e,Nc= %.":GtiR rC"'Rslt�G N'z I'a_'xE.�?'x!3A• .�y+.Gd694? I E5EE' .w Td FOR'MAX6 —"._'- L j m SC"EDULc � / ,�,, r v✓�� 13 / / j SPSCUVG j -.4a SI"S TO TRC,:IG i w p y 1 A x t' CSC•" I f CLIP LCC-"S W ev I i �( I, TQ END PIuvSL FL19 E FL4'S.1 Gfa.�N_ h �I + TOP TR ACK�� .+' C O W ( Al L REO'D GLAS5 SEP. DIST.(SEE TABLE W w EXISTING uj W / 111111iii1ii ! TOP'W'-TRAC!G OR F-JCISTING { T2 FOR mtNIMLI 1) j GLAZttdCs, I j WWE:=ER /" TCP'l:'-TRACK Q .`�� I IL GLAZNG fl ! F'c'_^ CsL.15_n c_oe -- t Q (FASTEN TO I I n = I I .:.9L= T? FOR Nt`^ .. I v(fe= g �! 5Ti*v:r TU7� PER Z w LU Z tl dVi / V-1U N I I SECTIONS TO L=T) Lu `n X � u 2 �j Z ! i OPTIONAL PLASTIC KNOB. � Z U. � ~ 10 I m ua w a TO EASE PANEL 5L!D!WU = Q tp m'= OoI i (NON-STr�1CT1.RAL.SEE -1 L' DETAIL TO Laa=l) £XIST!NG XL I I t Z Z I Z t 1 en L CONCRcTE. I V BL u0—OW OCK 1 ll►►�� rRA. SEE / / G / ` i'xG^3@ ca RFORATICNS { LCL U Q OR WocD I " / I / s cND �1/t2)�!a 51-ts AT MID... AN FGR LSEANCWOR SCuED. M/ TC TR._G'CBASED ON TYPE � L �, 71ST. ::JN7LE dVD/OROF sT!Z'1CTuRE OSE@' / w �t/ oL ySTIC!Gv095 I C6 G" ECTtCN T.•ac j /' Cl GG'rAIeCTICN TYa I { I • R LA RaFE =Nc2 ANCIWOR SGWErULTa FORMAX. 0lairV—I 5Gt£D:_: .4 FOR WALL t-'O'JNT SECAD TION MAX.SPING. C TWAP rUM047 TRA.0.S.'LT5 SPACNG E.6.5' » C I I T ! POTT I � .W.'R,�CK v rtON+T:>adacs.N.rs. OR 9G:TCrI ;:• 1 I .RACK(FASTEN '^ LLI S-RLc.sRE- PER EX:STING G.'-NVQ_wTE.UIOLLOW A I I ! k D_'AlLS M,N tC ^ CCJC�OR WOOD FRAMMG. n { TO LE--T; Z / = SCa£D.BASED r.EXISTING CGTiC�TE.WOLLOW BLOCK CF2=*"8 �9 ? w � C 1 OR WOC`FRAm!NCs.5££ ANGtiOR ON TYPE OF STRUCTURE. ; A (—'moi ,./� SGI-i£D.BASED ON TY®E 00 STR7CrJRE. LL C. ECT10N i I SCWEDDULE � TA FOR I . ' i MAX.SPACNG ©=s4"i --! F-- sn L T!�C.fC 1-00 M-TRI n Z / F Qtiyt• LEG MAY BE 5ENT ` �; / i _ C S !Q ! 23EE' OPTIONAL $T!C KA CP i R m. +� I e`-� / 1 TO 3000G MAX ��'^"*'7►, v/' Pole ue[oa.w+u w�[row*.ral.ar'� �, i i / SOTTOrT TAdOG.N.: X n �,� (� I p Flo g e e 3 Is I. A a ul G / I t y Daft 3 Z.oC O !365' {: `� I i NOAA n I I1 r• 2 ^ Miami Dads Prodad Com C.� z lj t�6cJ''J yrs r'�W Trec.i� ji' I : 131 Division ; /— -"OI IED -a �((�� 1 t I MAX SPAciNCT .� W Tai �-: - I Q. /� �.{- Ll) r` A55 S?= �'L..ST PANEL `ED J (� ex TING f; C'S-. (SEE TAB' _ ,4 �-n - �5 - 7c- = '_zc C.^• SDE .^.•G L� CsLAZING- -i FGR?-INIt`"tifi•1 tf z L W _ yT f - '� "`= c w' _� �__-r te / v DIG. AMJACEN (1 A E Q U i 5-= -B = .. '>� • Q{] CGVE't..Gs= I i •i..''P' Yzc'_:.P PANEL i fe�';'zO"s" •-.er_ .' ' - J Q,n =vR"».I\ll'".'1"'fi °! l_ •:,3 I E O / 7,11._,�^ . �r--•`\t.f\ !/ --:..Y..st=aGING u:� I / w A ul x Ay 57 T-C--1S5t ct YP-!r^N s ILD- w^RG7:=.. " To/ A_ U:. W:Ncn : -r' . _' '-1: ra =LCC � / /4%/ •_vQ \ •G :CGe� =%! i 4`:-.-rG_- '- -_" r t,�'\\ ✓_ . -a P.•..\E_ y�P3•ti L:" -cs A: 5CTTC.. jj T`V//.- �r � � • ._- C = �` ! j � -..^r' .�\T PAN=..S _C L157 t ".. G- K-INT -•=�•..'./__ ^� G :"x:' "AiX NG-G!.t - _ �RG':'ti: WING' -mss :2 F=AVEL (NO NOTCH R �r -- -E. eR,:c:L- "';,;L'.' '_- C\ _ _ __.- _-- -.. -_-- YG=1E�5 .r= _=5- '=_;v=- r .. r_<V C: -_ ,;1- =•r-c�? - _ - �'\C-^i.� �1�- C,^ n e- �`, _ _ _•�: �. ��=AUL= JC. "•�._ "'C�Ir- :=ti` . ;N T-,:! `Q ..:( iN „'Gi:N- --:N�L� UINT) 25" EDGE DISTANCE � LJ `L2.5" EDGE GIST. v 2.0" EDGE DISTANCE� SPANS UP SPANS UP SPANS UP SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP T TO 5 50 ft TO 8.6� `t TO 10 67 ft '' 5.50 ft 8.67 ft 5.50 ft 8.67 ft =ashc..BHw.ac. ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE T JANCHOR LOAD CONN TYPE CONN TYPE ai ANCHOR LOAD CONN TYPE CONN TYPE soav e (psfl C1 C2 C3 C4 Cl C2 C3 C4 Cl C2 C3 C4 ,'; ; (psfl CS C6 CS C6 w H (psfl C7 C8 C7 CS 114"x 1-3/4'EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" '3.5" 114"x 1-314"EMBED 39 16.0" 16.0" 16.0" 16.0" 114"x 1-3/4"EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 125" 16.(" 11.6" 13.3' 12.5" 16.0" 8.4" ;0.7" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0" 12.5' 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" ;0 3- (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap(!b)=483.00 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12 �P(!b)=4835" 16.0" 8.0" 10.3" T (MIN 3320 PSI 86.40ONC) 55 15.2" 10.8" 9.6" 6.9" ` Vcaa(Ib)=x75.00 130 12.5" 16.Q" 8.0" 10.3" 12.5" 16.0" S.C" 10.:1' 12.5" 16.0" 8.0" ? .00 65 14.2" 16.0" 6.0" t6.Q" Tcap(Ib)= 386.40 65 12.9" 9.2" 8.5" 6.0" 1Ll 0.3" Vcap(lb)= 475.00 72 11.0" 16.0" 6.0" 16.0" Vcap(Ib)= 380.00 72 11.6" 8.3" 8.5" 6.0" IL p r - iwx718"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 125" 16.0" 10.6" 12.1" w 114"x718"EMBED 39 16.0" 16.0" 14.8" 16.0" w 114"x718"EMBED 39 16.0" 16.0" 15.2" 10.8" W %- Q ALL-POINTS SOLID-SET 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 125" 16.0" 7.5" 9.5" 111 ALL-POINTS SOLID-SET " " ~ Q 45 16.0" 16.Q" 10.1 16.d W ALL-POINTS SOLID-SET 45 16.0" 14.T' 13.2" 9.3" (L a A LEAD SHIELD ANCHOR 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" i.9' 9.9" 12.5" 16.0" 7.1" 9.2" U LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" v LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Z :f Tcap(lb)=428 72 12.5" 16.(r 11.5" 12.7" 125" 16.0" 7.1" 9.2" 125" 16.0" 7.1" 9.2" zO Tcap(Ib)=428 65 12.6" 16.0" 5.3" 16.0" Z Tcap Ob)= 428 65 14.4" 10.2" 9.5" 6.7" - Vcao(lb)=429 130 12.5" 16.0" 7.1" 9.2" 12.5' 16.0" 7.1" 9.2" 12.5" 16 0" 71" 9.2" U Vcap(lb)= 429 72 9.8" 16.0" 5.3" 16.0" Ov Vcao 0b)=429 72 13.0" 9.2" 9.5" 6.7" Z Z = LL 114"x 2"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.7-1 3.3" 15.7" 125" 16.0" 9.2" 12.6- 114"x 2"EMBED 39 16.0" 16.0" 12.9" 16.0" 114"x 2"EMBED 39 16.0" 11.6" 10.3" 7.4" Z W i - O X LL'' ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.C" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" ELCO PANELMATE W �� _ 4 '_c MIN 3350 PSI CONC) 58 125" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.S' 16.0" 6.t' 9.6" �` 16.0" 16.0" 8.8" 16.0" ELCO PANELMATE 45 14.1" 10.1 8.9" 6.4" 'l� LL ( (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" (MIN 3350 PSI CONC " Z ; O ~ � 'v" Tcap(lb)= 37200 72 12.5" 16.0" 10.0" 13.3" 125" 16.0" 6.2" 9.6" 12.5" 16.0" 6 2" 9.6" T ) * 55 t 1.5" 8.2" 7.3" 5.2 = Q -a " caP(Ib)= 372.00 65 11.0" 16.0" 4.6" 16.0" Tcap(lb)= 297.60 65 9.T' 7.0" 6.4" 4.6" J ►-' � � !L Vcao(Ib)= 565.00 130 12.5 16.0" 6.2" 9.6" 125" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" V J cap(Ib)= 565.00 72 8.5" 16.0" 4.6" 16.0" 1 Vcap(Ib)= 282.50 72 1 8.8" 6.3" 1 6.4" 4.6" 1 ::3 ' 0 �+ ; Z Z I Z Q 1 1 114"x 1-114"EMBED 39 12.5" 16.0" 16.0" 15.8" 12.5" 15.5" 7.8" 9.9" 12.5" 12.6" 5.4" 7.9" 1/4"x 1-114"EMBED 39 16.0" 16.0" 7.5 15.5" 114"x 1-114"EMBED 39 12.6" 8.2" 8.0" 5.2" Q !• 7* Q p ELCO TAPCON 49 12.5" 16.0" 12.T 12.5" 6.25" 12.3" 5.2" 7.7" 6.25" 10.0" 3.8" 6.2" ELCO TAPCON 45 16.0" 16.0" 5.2" 13.4" ELCO TAPCON 45 10.9" 7.1" 6.9" 4.5" LL 58 12.5" 16.0" 8.7" 10.5 6.25" 10.4" 4.0" 6.5" 6.25' 9.7" 3.6" 6.0" 55 11.0" 16.0" 3.4" 11.0" 55 8.9" 5.8" 5.7" 3.7" ! Tcap Ob)= 218.00 72 12.5' 13.2" 5.9" 8.3" 6.25 9.T 3.6" 6.0" 6.25" 9.T' 3.6" 6.0" v Tcap(!b)= 218.00 65 6.4" 14.6" 9.7" U Tcap(lb)= 174.00 65 7.5" 4.9" 5.0" 3.3" Vcao tlb)= 398.00 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 0 Vcap(Ib)- 398.00 72 5.0" 13.2" 9.7" O Vcao(Ib)= 318.00 72 6.8" 4.5" 5.0" 3.3" I 114"z7l8"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.x" 10.3' 12.5" 16.0" 3.8" 8.3" U 114"x718"EMBED 39 16.0" 16.0" 12.4" 16.0" os 114"x7/8"EMBED 39 16-F-1 2.3" 10.4" 7.8" ALL-POINTS SOLID SET 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8...' 8.2" 125" 16.0" 6.t' 6.6" Z LL-POINTS SOLID-SET 45 16.0" 16.0" 8.5" 16.0" Z ALL-POINTS SOUR-SET 45 14.2" 10.7" 9.0" 6.8" i LEAD SHIELD ANCHOR x 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" U AD SHIELD ANCHOR 55 LEAD SHIED)ANCHOR ` 55 16.0" 16.0" 5.5" 16.0" O LE11.7" 8.7" 7.4" 5.5" z Tcap(lb)= 358 72 12.5" 16.(" 9.6" 8.8" 125" 15.9" 5.9" 6.4" 12.5" 15.9" 5 9" 6.4" Tcap(Ib)= 358 65 10.5" 16.0" 4.4" 15.9" 3 Tcap(lb)= 358 65 9.9" 7.4" 6.5" 4.9" - Vcap tib)= 249 130 12.5' 15.9" 5.9" 6 4" 125" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" O Vcap(lb)= 249 72 8.2" 16.0" 4.4" 15.9" O Vca(lb)= 249 L72 . . . . n 114•x i-114'EMBED 39 12.5" 16.0" 16.0" 122" 125" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" 114"x 1-114"EMBED 39 16.0" 16.0" 7.1" 14.5" 1!4"x 1-1/4"EMBED 39 11.2" 8.0" 7.1" 5.1" +` ELCO PANELMATE 49 125" 16.0" 11.9" 9.7" 6 25" 11.6" 4.9" 6.0" 6.25' 9.4" 3.6" 4.9" = ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" = ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" Z >� 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" ` 55 10.3" 16.0" 3.2" 10.3" * 55 7.9" 5.6" 5.0" 3.6" ul! w Teat)(ib)= 204.75 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1"3 .4" 4,7" 6.25' 9.1" 3.4" 4.7" Tcap(lb)= 204.75 65 6.0" 13.7" g•1" Tcap(ib)= 201.50 65 6.7' 4.8" 4.4" 3.2" z > M i LLi Vcao(ib)= 233.50 130 6.25" 9.1 3.4 4.7" 6.25' 9.1 3.4" 4.7" 6.25' 9.1" 3.4" 4.7" Vcp Ob)= 233.50 72 4. " 12.4" = 1 .50 N v. ( . . . . Z LL 0.75" EDGE DISTANCE 0.75" EDGE DISTANCE 0.75" EDGE DISTANCE 114•x Z"THREAD 39 125" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" 1/4"x Z"THREAD 39 16.0" 16.0" 12.4" 16.0" 114"x 2"THREAD 39 7.5" 6.5" 4.8" 4.2" 5' 3.1: 1 PENETR.LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12. 16.0" 6.3" 3.1" PENETR.LAG SCREW 45 16.0" 16.0" 8.5" 16.0" PENETR.LAG SCREW 45 6.5" 5.7" 4.1" 3.6" (y \/ 58 12.5" 16.0" 14.4" 5.1* 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" S5 16.0" 16.0" 5.6" 16.0" 55 5.3" 4.6" 3.4" Tcao(lb)= 359.53 3 12.5" 16.0" 9.6" 4.1" 125" 16.0" 6.C" :°t 12.5" 16.0" 6.9' E Tcap(lb)= 359.53 65 10.6" 16.0" 4.4" 16.0" Tcap(lb)= 359.53 65 4.5" 3.9" vCZo(lb)= 62.97 ?30 125" 16.0" 6.0" 9 , 12.5" 16.C" 6 0" :.<'. ^. 12.5" 16.0" 6.0" j-- Vcap(lb)= 82.97 72 8.2" 16.0" 4.4" 16.0" Vcao(ib)= 82.97 72 4.1" 3.5" 914 x 1-112"THRE40 39 12.5" 16.0" 16.0" 7.7" 125" 16.9' 8.5' 4.E" ;2.5" 13.5" 5.8" 3.9" 014 x 1-112"THREAD 39 16.0" 16.0" 8.1" 16.0" x14 x 1-112 THREAD 39 7.7" 6.2" 4.9" 3.9" PENETR.1,VOCD SCRE'."1 49 12.5" 16.0" 13.6" S.1" 12.5" 13.2" 5.6" 3.8" =.25" 10.7" 4.1" 3.1" C3 PENETR.WOOD SCREW 45 16.0" 16.0" 5.5" 14.4" O PENETR.WOOD SCREW 45 6.6" 5 4" 4.2" 3.4" L 58 12.5" 16.0" 9.�" 5.1" 6.25" 11.2" 4 3" 3 2' 6.^5" 10 4" 3 c 6� O 55 11.8" 16.0" 3.6" 11.8" O 55 5.4" 4.4" 3.4" F r Tcao;ib)=234.00 72 12.5" 14.2" 6... 4 6.25" 10.4" 3.9" 7 $25" 1 C 4" c" Tcap Ib = 234.00 65 '• r �.. • p( ) 6.9" 15.1 10.4" Trap(!b)= 234.00 vcaa int)=996.74 130 6.25" 10.4" 3.9" :.4fn 6 25' 10.4" 3 9" :: 6.25 10 4' ; c" Vcao(Ib)= 96.i a 2 5 _ d. 7 14 2" Vcao Ib) 3 12.5" 16.0" 16.9' 13 0" •' 16.0" 8 0.1" 13.4" �. E.6" 7;16"x !8"EMBED 39 16 3 65 4 6" 7" 3 0" ; 7:16-x EMBED .-9 " " 3" 3 0" `v 10 4 ( 96.74 72 4.1 3. .0" 16.0" 8.0" 16.0" 7116"x518"EMBED 39 13.0" 9.2" 8.2" 5.8" BPASS EL'SHING 3 49 12.5" 16.0" 13.5" 10.3" 125" 13.1" 5.5 5 4" 6.25" 10 6" 4.0" 5.2" c �� BRAS..BUSHING 8 45 16.9' 16.0" S.S' 14.2" BRASS BUSHING 8 45 11.2" 8.0" 7.1" 5.1" SC-FEW x 58 12.5" 16.0" 9.2" 8 7 E.25" 11.1" 4.3" 5.4' 5.25" 10.3" 3.8" 5.0" 114-20 SCREW * 55 11.T' 16.0" 11a-20 SCREW 72 12.5" 14.0" 6.2" 6 " 6.25' 10.3" 3.8" 5.0" 5.25" 10.3" 5.0" Tcap(Ib)= 231.50 65 6.8" c- ..6" 11.i 55 9.2" 6.5' 5.8" 4.1" � c = '32.50 30 "_" 10.3" `6" _ " "_" 10 = L.' ?0 - =C" Vcaa !!!±)= 232.50 - 15'" 10.3" vdsp(lb)= 231.50 65 7.8" 5.5" 5.1" 3.7" 4 0" .,;, ;0 2 caa(lb)= 232.50 74 2 7.d" 5.0" 5 1" 31-1 - -- ----=:•r- ___ - -_ =- - _--�_ - •• ^\ .�.. .-r.-..:.__ -_. �._-�...... - ....___ _- r ' - _ �- - _- " - �-.. `.' ---v =\_-. .---_ _ __ _.._.-. __ \ vwlt =4 `- �l.�i-� A!i•t� .'. „_�'Tb __ =v _ -_mss =C .. _ �___ v"\ - _.�- '\ts a = _ - 1 = __ £.••_ �_ '��..--_<\ ai\�' .- ..�. .".�•_a - -c.a-. " __ -.^.< ^.^+.: -s.'\s. .+c = 5 6-:- 7-:_. _ --'✓_ --a� a \ ^.R -: r 1:IOt7t�8 G111L�a^`.�: _ 09LQ -_-_ Low 7• ��3\.�� i--.v.�i•i��_- .:.\�_,-+' ..,.;;�� __ _ �•v� \\..�.r.'\ - =C _ �\ _<^.=@i.:. - __ \� .:.- ... .-\ --- . ...- _. .._ --_ - ---\_ �._ _ _ _ .. - _\.�_�"- _ _ _ ---_-_ �aks ..-_ _ - 'ti[; - �_ - -• _-QS.'\G-_=X.�-`w: :,.-\� _ _o _ _-_ ___ .. _�.-t\_ __ -.\C-^� .��'\i .'.'`tom .r_IC:- .��_ =•-- _ z 2 620 0 3.BLO MAX 966 .87S -.1.83 n Z 1.20 F -- t6II o o y' -1.810 ' 18410 J_t3- 0 _ 0875 . 83 445 600- 620Hiti-mi . 500 0550soQ25 .052 p-48 0S2 --TP�21 t y� '' ( a ITYPI 11 cc t2- t2 tY 42 t3 tY o o�- o r t - a 114 t.2SO rr. Wae w Ljt7 ry N 0 . ' m N W W Nf- o r2 12 1'y a J w �- ^' 91 S 2' O N N a oI o oss- N O 9Q" END SLAT �br `- a o 6130 ".or rO.t07 }0.6-0oIr�i r o J tPvol c 6SCALE:HALF Si2E c� "'�� - �� f1 : 1 1 I� t1 N P2 rrW rLj tt/v� �" P �- - .390 .?52' .'� .181. _ 12SO N S WV g v5 J wN `t <a f1 Q Nt t .985 NNtt ^ 0 7tt 1.533 W � 1.193 lit N 1 t3 0 f' rt;m.1 L O W 0.326 0 620 E_ -� II .ass P1..055 tT a 055 H Wa- V� S 4 d! 11..oSS 12..076 P2..076' 181.0 12..076 J 0 � • N 3 = P2 a 076 13 . 097 P3 . t2S t3 s 097 .Oso 4.A%Am w V D R-CLG. zea 2 Q W HEA E HEADER-WALL MOUNTED OBUILD-OUT WALL HEADER SILL-WALL MOUNTED OADJ. SILL-TOP TADJ. SILL-BOT. 0FLAT END SLAT oTYP. SLATS MOUNTED 4 7 SCALE:HALF SIZE 2 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF Si2E SCALE:HALF SIZESCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512E Q 277S 2.481 3 21-5 3.165 V�7 O W _ N o f17 L.OS2 2.586 2.79S C-185 3.267 u W E 993 38 38 PV 7 ADAPTER SLAT .510 I.D. Its S SCALES HALF SIZE .63000. . ]L V J 0 0 o N N .165 1 0 n .16S 1 D. 1V .165 1 O. .285 O-O. .285 O.D. S Yt8 .28S O O. uj O 0P O2a � obo .060 °rn N 060 �06o N1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH 1039 --} i j THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY 0 0 0 0 0 0 o t p39 o ,r J n ' IyIOO)O O MIAMI-OAOE COUNTY PRODUCT CONTROL DIVISION FOR THE MGM VELOCITY HURRICANE _060 m N N N 060 .060 "'I c° N N N .060 � i2 XmMM ZONE (HVMZ}OF THE FLORIDA BUILDING CODE. *,,060 _ 060 n ~m�N I �,J , NP1PP3 2. TO VERIFY..TMAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE 060 J 060 .34S 060- � 0 060 .315 °a Ztcttt APPROVAL DOCUMENTS A 33% INCREASE IN ALLOWABLE STRESS WAS USED iN J ' iOcim mm O THE FASTENER ANALYSIS. 8 n 095J ��a 'a .095 V �� 0 3, DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 250 250 �' L+• 1Z� a-J00 THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 91.2 .942 WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-98, .949 : 91.9 ge a 3�MM A DIRECTIONALITY FACTOR OF Kd .1.0 SMALL BE USED. c'10 O Z It It 9.391 1.391 g4-(M R. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION o FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 1.891 1®91 I Ai �f�t`' I S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA 0 0 r.. ADMINISTRATIVE CODE. OCENTER MATE 1 CENTER MATE 2 oCENTER MATE 1 (w/LOCKING ROD) @SCALE; CENTER MATE 2 (w/LOCKING ROO) 01 CID 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR 9 SCALE:HALF SIZE 1 o SCALE:HALF SIZE 9a SCALE:HALF SIZE HALF SIZE ae j HEREIN ANDHTHE CONTRACTOR VERIFIESETHAATETHE EXISTING STRUCTURE DOES _ a NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATESkm „ DETAILED HEREIN. YJ.KN 1 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID PaOftff EEA THE APPROVAL DOCUMENTS. fl PIb 0010913 � STAINLESS STEL 1.30 375 �_,,,• ti B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE El ASSEMBLY 37S .11S f CBS q3 BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: ,320•MOLE �- I .01.0-R .352 Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND r _ 211. 0 O SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH 7ETAIL o NYLON WHEEL ,, o I �w� mr 050 �� - 322 t. / ANO JUSTIFY TME DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED O THE oo RIvETED IN ((��nn aPRODUCT ENGINEER FOR REVIEW AS A CONDITION 70 THE BUILDING OFFICIAL N N PLACE 1 1 a ( I o ��o� r �~ I a +. Z14 -�UU� 0. GRANTING HIS/MER APPROVAL. bi OSB- 1 1 i 1 I t � i-iw- �� ell B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND t 1 1 1 / 03 SECURED FROM THE MIAMI-OADE COUNTY PRODUCT CONTROL DIVISION. 1100 251 t i .MAX m 080 I 270 1 1 {M 37611188 a " �V WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE { ~N ~ 00 MAX. -� l00 1 ZONE AREAS,ONLY OPTION-B- SMALL BE ACCEPTED BY THE BUILDING OFFICIAL. 2-HIN - -MAX TYP.AT EVERY OTHER BOTTOM t LOO INSIDE JOINT AT TOP. TOP BOTTOM CARRIER 322 i 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: 1/8'THICKSTAINLESSSTEEL• 4 °~R a N , l a a. Z ; 'N GUARDIANMURRICMAN tEiRrOLORtC NPROD(3CTS,INC. DANGLE DROLLER ASSEMBLY BUSHINGS INSERT OLOCKING ARM 0 :►' °- a In M"I-DADE COUNN PRODUCT APPROVED 2 13 14 0 •` N 'c s (mv 11 SCALE:HALF SIZE 1 SCALE:MALE SIZE SCALE:FULL SIZE SCALE:HALF SIZE SCALE:HALF 512E - c o « Y3 0 U 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE A WITHIN 18-OF CENTER(VERT.). LOCKING MECHANISM SMALL BE LOCKED TO PROVIDE vo MURRICAk 0ROTECTION. tt+ m f 6�20ro Y Y Y R R / 0 3603111 550 PRODUCT REVISED C 11, STORM St, "R EXTRUSIONS SHOWN SMALL BE 6063-T6 ALUMINUM ALLOY.U.O.N. I) hrI- -) I i 'Soso 0.375-R 0 t3S-R • ~ 1.72-10. .•C.�Y; 1Z. ALL SORE ?C *.5 TO BE 2024-T4 ALUMINUM ALLOY, STAINLESS STEEL, 2.373- I 1 0.135-R »romP(Y�[wiE6 theFlordda _ t 1J OR GALV +ITH A MINIMUM TENSILE STRENGTH OF 33 K.S.L.U.O.N. _ ` .612- O.D. S+IldingCode % POP RIVE :OS2 ALUM.ALLOY,U.O.N. 158{ 440 600 I o r 0 SOS-R m O a Acceptance No Z EJ 0 S.O J i r.+M. • 13. TOP AND + 9E INTERCHANGED AS FIELD CONDITIONS REQUIRE. �`r r �� o� ElpitatlOR DYIe m , t2 07/23/1996 11.. FLOOR - ABLE AT NON-STACKING LOCATIONS. USE N I I N 211 r2 i i-r2 I 211 l i.150 -0 315-R 2 tt0 -- REMOVA .w£RS CALK-IN ANCHORS. j� I t Qr .c.le ar...n by 151- 183 87S 48 1 �M!I 0 1.350- 500- ,i..Diems r •0 200 Miami Ua alduct Control AS !!a cn.cl..a b E 181.0 Division d.•. n by a (OPTIONAU dra.Ny no C WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE LOCKING CLIP FLOOR MOUNTED BUSHING (NYLON) 18 SHIM (NYLON/ I v�"871 _ I 15 SCALE:HALF SIZE 16 SCALE HALF SIZE 17 :GALE MALF SIZ O C.LE HALF SIZE r- I SheCt 1 4t 6J - � BUSHING 12 -_ SINGLE ARM LOCKING �fS$$tilt - vARIES---NO LlttiY • - - _ MECHANISM AT_CENTER. OR TOP TRACK•7 - LOCK MAY BE INSTALLED ON SECTION / IHSIDC OR OUTSIDE OF SHUTTER- e ' 41 —; 6"O D.x O 6 LONG NYLON BUSHING 12- ! t II e - PLAN VIEW d It �� ~ N — en II FROM 4410HT OR 8f 8 STAINLESS z;: 'A r ALT LOCATION OF STEEL W/XYLAN S200 FLUOROCARBON w d W j J LOCKING MECHANISM (��NOT REPIJICE (j N = �I SINGLE ARM LOCO COATING s 460'm x.DSO"THICK 300 .,, r' AT SLOE { o SINGLE ARM LOCK OPTIONAL CLOSER HANDLE SERIES SYAtNLE55 STEEL WASHER Hv . a W p N.T.S. ITYP.TOP L BOTTOM) UJU p N.T.S. Q C is w YN SINGLE ARM LOCKING O I I 0 p• 4 x W MECHANISM AT CENTER W $ N = OR SLOE OF SHUT ICA. NYLON I V S �, LOCK MAY BE INSTALLED ON ` HANDLE 318"0.0.x 0.90"LONG NYLON O . r! = n INSIDE OR OUTSIDE OF SHUTTER I I v1N °Y V n N •+ BUSHING 12 yt I• —_ 010 x 3"SMS.MANUFACTURED aa Zz FROM a410HT STAINLESS STEEL e9 ,� be W/XYLAN 5200 FLUOROCARBON =Z cl LOCKING MECHANISM 'I COATING& .460-0 It.OSO" THICK 300 "' Q o W �BOTlOM TRACK CAN BE to I6-ABOVE SERIES STAINLESS STEEL WASHER OR BELOW CENTER (DOES NOTREFLACE tTYP.TOP i BOTTOM) _ uj E ISLE NOTE 61 II SINGLE ARMLOCIO Lu "+ SCREW BUSHING & ROLLER/ La N, ; N TYPICAL ELEVATION SINGLE ARM LOCK OPTIONAL CLOSER HANDLE BUSHING ASSEMBLY WN z m N.T.S. SCALE:HALF SIZE ZD u7 N.T.S. N.T.S. !!!'''FASTENER(O 24-0 C. FASTENER 24"0 C. MIN SHUTTER SEPARATION FROM )SEE ANCHOR SCHEDULE FOR MIN SHUTTER SEP ARAYION FROM !p FO /V ISLE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). GLASS.ISLE SCHEDULE SHEET S). Win 00 ANY ACCEPTABLE ANCHORI GLASS.ISLE SCHEDULE SHEET Sl. FASTENER 24-0 C. 2-MIN DISTANCE TO BE MEASURED FROM FASTENER(�24-O C. 2"MIN ® 4,!MM N DISTANCE TO BE MEASURED FROM EB BACK OF SHUTTER BLADE OR FROM )SEE ANCHOR SCHEDULE FOR ANY "Mmm O BACK OF SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE FOR ANY HANDLE WHEN MOUNTED INSIDE. ACCEPTABLE ANCHOR). /� =maw HANDLE WHEN MOUNTED INSIDE. ACCEPTABLE ANCHOR). U q VII 66s��or ® 1•�ili0! D \7Y" DE CLOSURE Mi _01- C INSIDE CLOS MANGLE W/ EXISTING T OIn01'T-HAHOLE W/ EXISTING � M GLASS 6a X00 Sl/tr1 GLASS 6 a 0 IIC O� I osm 0Jo mFJie _ to c ,e , 1 �� I I e� o ~�— 100• 96 go t) V JE �OP.1 IT TP 1 \ + ITYYPP.) MO Eff10HALE1dG EEII NI ITYP IJ TY O� `O 9s , 17 I YE i FL Llrnw 0921 tY SINGLE ARM LOCKING + SINGLE ARM LOCKING MECHANISM AT CENTER - r. MECHANISM AT CENTER I OR SIDE OF SHUTTER a) OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON LOCK MAY BE tNSTALLED ON INSIDE OR OUTSIDE OF SHUTTER — INSIDE OR OUTSIDE OF SHUTTER OPTIONAL PLAN VIEW 9 Z00111 SCALE: 3" TYPICAL PLAN VIEW - SCALE: 3- It I'-0- M Q Q w pAA •a•N j toto M Q R V. 3/4-MIN. • W a w N Irk SEE FASTENER SCHEDULE S ,-,/2-MAX 0 41 D o I O s O ASSEMBLY 2. .a ~ O •N ALUM ANGLE w/ OPTIONAL v YYY : ,nACCESS HOLE /16-m POP – PRODUCT REVISED N„ (� 3 = i O T RIVETS tm 6-O C. EXISTING = as complying with the Florida ! STRUCTURE ^' C3 I • Sridlag Code ` o mAcptancVoOZ"060 •p i 7 It N E:p(ratlon Date 0 0 03 n.r• 07/23119961 !/ > I; az� C `-IOINT BETWEEN FAS TENER'TYPE4' y •• •ut• ur..nH O REMOVABLE AND SEE SECTION B ON SHEET 3 MIa 11 Dad rodYet(;DO(tLl Af Noft o �-C .o FIXED SILL FOR COMPLETE INFORMATION DIYISIOn Wargo by cn.cl.oY 4y vlx ---v/x war•vmq r.o 1 C SECTION USED WTTH f1ECES 9a AND Q J s -871 4EMOVABLE FLOOR TRACK DETAIL LOCKING PIN et 2-ot ti GALE . 3". ,._ o•• SCALE: 1-1/2" • r-o-. I Sheet 2 of 6 i 9 l0 r, iaaUs _0-.t _f 3?Y7S _o-.t • _f '31b35 j �. -iin80 .LL8-00 No1.1D3s 1Nnow aoold� N011D3S 1NnOW ln0-a11ne L ou 6w.., d01 t/ 03"1 (wiw` riw� 11V1301Nn0. 1106 _ 3 l n n•.a•w !o uM.•n ( d3I 133� lUN a a�w 07l ON sr •1•a• dAl '7,nO3M)S VO")Nr XVH_y/S / OIAMi- 33S 3anj7na15 OOoM a0 039w7 9GGt/EZ/LO n0}i}AIa AaNOSVW'313tl)NO)ON11SIx7 I L 3dAL NO113)NNOJ / 1N0) tt 1N07 ll } 4 •I•o ��10"0uapw MOl�ylW i)N7a3l3a 31no3M3s _:/li- I . .. .. .. ' aowJNr 33S'a7N31sv! _ - N /1 N• �� 'L�r►1/D AQ E 3dAL N01173'+No) I Y YA 37w3a3i' I no," S OW7NV]IS'V3N31SVlt 038143 -2/t z/t 'Co o tfleQ oo}3i,}d:3 }� •— o to ..�, e e s _ (? r r, O _Z/tl 'jN07 tl 9NI)VdS..9 O / 1009 p•-ZpoNaanslda7ay 03))x7 lON Co lnA /1n c c z 8}800 8uf f"Off �- ( j' ^ R •I 1< S !t A A w S 3dA1.Ndl]3NN0) O ► < tPFtOOMgt}Mao}•!}dtuoat9 XVw_,/t -z �_ xYW_,/t OW3 V)!3n ,3]NIISVI O ,-� - VON)Nv 3)S tl3N315v! N'� � N 03S1AMI IM0021d I +-- (dAll S)]7NV 14109 o N £e = _~g: o s l 'xvw N^� uonVitN'31 317Nv 075tl3ARI N O '► �••-`t a w O M n^ % _9/L-1 n= 3. X N01177tl10 731 377Nv llv i ►r n ~ Ox i-D N n% N I M r a S 133Ws F" y y XYw_9l/(•6 8000 tl0 0 A^00 o n 31n03N7s sSV17 woad r No ^ 8000 NOLSSvl7 9 NO11VlfVd35 NIw Z£ A O SSV10 >: D O 7 9 = N v S 113wS 71n03W)S 13S N oOL ��IMIIII n o IS j NotIMS VtIV4375 3351 v_ o.y 2 SSY17 WOa!N01t Ytivd35 ND = SSYl7 Woad NOljvard35 a311nw5 MN ro _ _ - 2 tl311nMS mw 2 /pp •— IWOt109 7 d01'*dAtl 70_ft� O M3a)S vjI ,tv a0 1nN/M 1 -XVH_,R Or S11o9 3NINJYW 02-,/t OMI cc xYl_.it J •1NO) ll / NC �/ Ct160t11 3. af11! N Nld a3M1O Aa3A3"dAl J _t/l� 1 f a13N 3OIsi7lOIN _Lil '~ n zl A19W35sY a311otl _9/S(� z/1 Cr WO11O9 I d01'dAt Z 3dAl-K0113 NO) *) tW01109! '1NO3 tt 1N0] , 0 V a0►1)Nv335'M3N3dSV� 079W7 dOl' os dA )O_W z In i / nK M 1,09�NIWJYH OZ•7Il UNI)VdS-q Or n /1 0333X3 LON 00 1n9 )OW7 0 S 3dA1.N01 t)3NN07 f Ch N dAL'31n03M3S aOwJNv 3)N3V3l3tl •]in01w35 310 f1 I 37S 3anl)nalS OoOM a0 aOWJNV 335 a3N71Sv! , p A n ABNOSVw'313tlJN0)ONISSIX3 p M) P1 .� 'dA 1•31n03W 75 tlOiIJNY ><r3m SIM In 3VnLJnalS 000M oOr� - AdHosww'7I3V)NOJ QNILStX3 lr - 00.s .0 : ■ »f'31V35 0-.l »f '31tl7s K 1100-01 _0-A »E '3�V�s _0-.t E 13'ter35 »0-.11 a- 10100-I o a 7 N011D351Nt30W 11dM . AApa p,� Co NOIl.'33S 1Nnow ln0-011nBU NOLL73S 1NnOW ln0-allnBU NOIlw3S 1NnOW MISN ONIll3� $ ro: WDWN NWA Apt __ �� _,, rA few } /- OWO�jn r `® •Xrw_9/S 'XrW_9/S �/ 4 �1 'XVW_$/S q 3dA1 t 71n03WJ5 O 1510 3003 �..;` OwgvdS 33SI S31ONv ]V_S=_Z OMI 35n 3914 b 3dAL NOIl)3NN0) t 3dAL.N01173NN03 _9/11-0 0333X3 10N o0 Ino SNVdS a3OVVl Volt- 1NO3 a 1510 300 _Z/t/t / OW3NV ,3in03W)S /�' l IV.A • t 3dAL NOIl)3NN0J O / 3JN3a3i3V '31n03w)S aQw)wV 335 a3N315rd J 1 C! 4'.31 .V 3dALaOWJNY 335tl3N315Vlt N3JN3a3i3V 33N31SV5 0Z 3Njj3 NO11)3Nw0) N�1)3wN0)7)N3M.INYVONJNY 33S'tl3N315Vd3)N3tl3l3a 31n03N)S E 038143 y tlON)NV 33S'a3N31Svi - a71N3J iltO.,/t aOwJNY p 1370Y1S- 1VOddnS { / Ni ^+ p 317Nv lto n711 N1 Not IY)Ol Z Z n 1401108 4 d01 tO 83N315vlt 1VNQ11d0 ..till 2rn N �> I /` N 41 C C N XyW_,/t 'Xrw_,/t IO r Ntitb XYN-,ItLj A w -am ° _.tt'dA11')'O_9 3 Z w N =� 13AM do 0_9t/E 7dOd9_9L/E /M —� CA ® I 310MV wnly 0 2� P1 _Olt =_t=_t N O T ® pt Q Z= n S - N dAlIN011)3a10 Nn D A19w35SY 3. -C Z �� "n X , N�^� s , 731317Nv l9V -3 X 5 4 1 n X L'^i n is Z =D XYW.9l/C•C 2 x ( 8000110 n% IA O 0 n> .^ 8055 tl7 TD Ox I NOW bo ^O% i XYW.,/E-C I SSV17 CD C I'dA11'30_9d OX Z < 3• W pN y .Ci SSVl7 C C nr Mla)S x31 its No A� n 'm N In !^ O " O r n 13AIa 40d•_9l/C r `� Y p • r '+ N g II © N O a -IS 137145 3tncIPM ((1111 a' • 2 E N O A IS 133NS 31n03m)s 33Sf SSvl7 N = N 775)SSvl7 WOtl! a ® v ^ N IS 133145 31n03w)S 3351 SSv17 S= n N v x000 VO T- v NOII VvvdIS e 70 n nt N 9 wOtl!N011 vtlrd7S tl311nNi N1W p Woad NO11Vavd3S a311ntIS MW w D = SSVIO ..t O pt f1O a311nWS NIW N C D N Z z M D Z z IS 133"5 71n03w)S " z O P T ^ f 2 3351 NO11VVVd3S y In XVW-I^ l s ~- N_ / —"0 ;`— /• O - _ XYW_,/t O_•_ fl y�--�� n Z In I9 W W -1 1x.14.* LI XYW Q N W 'XYN.,/t T n� Z N w Z n O O sa q E 3dAL NO1173NN07 - 3)N7tl3d)a 31no3W3S a w1d tl3NtO Aa3A)'dAt j _Z/t -- �� (1401 O9 4 tlOW)Nv 33S'V3N3jSYi •' Zt Aiewmv,V3110V L d01'dAll JO_Zt v)'tnN 7-y/S Z SdA,6 NO11J3NNOJ WO11O9'8 d01'dAl 39n1 038W3 13M3VdS_i/l ® .;. 'jJN1a333a 31n03w3S —"/ -_ 6 3dAS.NQ1j]3r'N07 ` Q337x31oN 00 InA apWJNY 335'a3N3asvi 03®W3 ? D Q 3JN3V3d3S 3?nn3"]S Wn1v_0S0'9_Z•_Z _L 3dAj.N01113'dNOJ .,< �. � � 31n03W)S aoW3Nv aONtI 3Nv 335-'a3N315vd dAd'31n03WJ5 a0W)NV s ?Jw3V3lt3tl 3,n03"3S a "dAl 'J7n03w75 VOW)NV dAi' O MVO dAl'311103W)S NOW)" _ 335 '3anl)na15 QOOM!0 ' / VOW)NV 33S'u3N3LSVJ f) dJ.l t 31n03WJ5 S a 73>''3a�t7nt1IS OOSM tiO / -�}R! 33 3 ntantfts Q o 17 335 3an17nd15 OOOM 80 AaNQSYw'3j3aJN0)7NI151X)' ABNasvW'313d3No3 7NIISIk3 33511 S3; NY tr-_?S■,L OM1 3Sn /' 1LWiQS.w'3t3_83110)VNIISIx7 AawOsrW.313a)NO3 9Ntis1X '- SNvdS a37av1 Volt- SNO) I • • GLASS $'�•.`...* - _ GLASS J -:✓ff-nAX: OR DOOR - ® OR DOOR MIK S:itif7ER MIN SHUTTER m -- _ • - - SEPARA riQN FROM GLASS 2"s 3"'• vL'a a'-8" SFPbR`«i�NpROn.GLASS, a EXISTING " EMB / 6063-16 ALur..ANGLE [SEE SC-COLI S diT Si I Q [SEE SCHEDULE Sr+EE7 51 a STRUCTURE d_ f _- a 0. V � � THREE-1/L"4 TMRU BOL r5 I"MIN �� rrn f Td r n ALUM BEAM ISEE BEAn N 1 x Z Z 0 z 7F, SCHEDULE BELOW FOR x h BEAM DESCRIPTION 0' ') MAX.HORIZONTAL SPANS) inRCC S/16"O CALK-IN pC L,`-cll/ 1 - j P— Tf- t W I"• p C,w/ i MIN EMBED IN - v4-20 S S.MACHINE SCREW I \) -~ V a ON HOLLOW BLOCK W/ + L NUT Ca 1a"0 C USE THRU ( - E tl MIN EDGE DISI �' - BOLT OR ACCESS►�QLE AS I I 1 �? Q p v (J O tr SHOWN IN OETAIL 1 C tIi"MAX 1/4"MAX. Qn J 0 �O 1/L"MAX p. Q 114 0 Ix OO �N S � • V InE o - Z 7La LOW ® ? ALT LEG a z u• o I -T I t �" p DIRECTION N CL ~ •"3 I i/4-ZO S S.MACHINE SCREW t NUT I MZ FOR WOOD PLATE USE 1/4"0 S.S. z N — t, W a re F i c EMBED I Ch tY O C PROVIDE t-m ACCESS HOLE(S 'I EMBED LAG SCREW W/1-3/4"PENETRATION °�� z y aZ N- BACK SIDE FORFASTENING INTO W000 PLATE Ca 12"O.C. Z 6 Y m Z'- 2 tl � m W a Z r Two 9/L"m S S LAG SCREW(m / V o W 0 L a Two t/4"m 5 S.LAG SCREW(� _� Iv N L w PLYWOOD AND 24"OC MAX W/t-314'PENETRa710N / o PLYWp00 ANO J 24"p C.MAX.W/1-)/4"PENETRATION z H 0-0 , STUCCO FINISH IN CENTER Of STUDS >_ n E nw SHUTTER SEPARATION FROM GLASS Q a ZO S/8" 4 l STUCCO FINISH I I Ra LENTEN OF STUDS F m 0 W In GLASS —O = W v MAX—t/ 1-• 3-a 1/0"OR S/8" W ISEE SCHEDULE SHEET S! Y OH DOUR N N 1".6"a 1/8" MAX—" 2"a 6"P T. fV> > 6063-T6 ALUM TUBE WOOD PLATE W N = � o (MAX.DESIGN LOAD=72 PSF) (MAX.DCSIGN LOAD 172 PSF) (MAX,DESIGN LOAD a 72 PSF) ALUM. BEAM& TOP SUPPORT REAM DETAIL WALL MOUNT SECnON - USING ALUM. TUBE WALL MOUNT SECTION - USING 2"X 6°WOOD PLATE u SHUTTER SCHEDULE fl SCALE. 3" • t'-0" a SCALE: 3" • t'-O" K SCALE: 3" • t'-0" -4 Im tV Snu1tER SEAn � DESCRIPTION SPAN SPAN 0 l ((�� win In 06/ W WID010 0:;Mwin M Z"• S" NOTE: 1. USE SEAtJ�SCHEulsnnm QULE FOA •p u Tv• .175' 0'-0" 9'-Y DETAILS AHO J .� j 1I . ta5" " 2. SHUTTER SPAN TO BE LIMITED o •� 0 I- mm Or TO THOSE SHOWN W TABLE,SHEET S. D I-omm 10_0.01 Z- e- 3 BEAM SPAN SMALL BE CONSIDERED f 4 Q 0 Gniti •( Tr •.072" 0'.0" 1Z'-0" AS THE DISTANCE FROM C Of SUPPORT Cal '00 TO(OF SUPPORT. i— 0 1: 31LImm Tf • a24" 9 I"■ 9" S-.0" 1S._S. 6• mFJN L5 T.. . 072- a-o" a-a" � � 1 Tf d 0 i Q 0 O — - - m GLASS MIN SHUTTER SEPARATION FROM GLASS a a �. VJ.KNEj !CH 0 OR DOOR t ISLE SCHEDULE SHEET St Z =I= FAOFESSIWfAI !NEER FL Lk Olu: 00107x) < =ara a N `° ►3 +M_3 _ n O - ='-No w Wo < X X d b '21-zooz )/t6"0 AOA RrvET X =0NOR •12 TEK SCREW a <d EMB (3 6"OC. .CU L a3/16-0 POP RIVETOR •12 TEK SCREW > �rwl BEAM ISEE BEAM1 SCHEDULE ABOVE FOR : i i" _o6-0 CALK-IN(ra 3.1/er = ACCESS Tf- BEAM DESCRIPTION L w .,a N N [HOLO IN CONC , — --� MOLE 1 .- + y Y N '� MAX HORIZONTAL SPANS[ ~�� O O ON HOLLOW BLOCK W/ 3-3/L�� :-' I t/L-20 S S MACHINE SCREW L v 1^ MIN EDGE DIST - a r j j j ><r L T� Nur�e,a"o c PROVIDE t-m PRODUCT REVISED y 3 .•J .,,� 1-MIH ACCESS MOLE IN BOTTOM OF as tom plying with the FloridaEAM OR USE TnRABOLT AS nawN oEtalt n 2- 3" BSiaidingCode . : s 1.;+v w 1.•i Y N 606).16 ALUM ANGLE Eip totO v pitainDO42 O- 0 03 0.�:" • 1 THREE-1/46-0 TnRU BOL IS S O a07/J2hr3••/c- t.n1•7I9b6 ALTLEG OIREC TION MiamiUriotCootrD4 � wi NO1tp)LMCR Di>uioa I• pny __ b > vi e (MAX. DESIGN LOAD:72 PSF) 00-871' ^9 •� BOTTOM SUPPORT BEAM DETAIL 1 "0871 l 2 (D SCALE. 3' • t'-0" Sheer I. of b ti U!)/-'9/U. ffm now, IYracT t.eEs -_� i" REFERENCE APPRO"IATC CCattlrt)11N Taiy_L£ i DASCt'�lo ti �+ a 1 AAAX)AAUNA At10WA81k S21Rhi SCHEDULE roorEs. x - - I .e(IN) A _ MINIMUM SHUTTER SEPARATION FRCtb.G1.A5 t)M?_ s f lYM A - ,TYPE.B . " - _ f "rs = �� 't • , - MOUNTING CONDITION IN FIELD, �� L POSITIVE tUN.SCPAf+AfWN MIN.$EPhR.eYIOv + E OCTAN,Q_OR > �:, E ACTUAL FROM GLASS FOR fR£rt GLASS F9f, Q- t aEG Ot$IGa ALL nouarr,G DETAIL©.t./t OO4ByE ANGLL O[,au 1pc3 T FOR DESIGN LOADS BF.TtdEEr+«TABUthTED DESIGN SPAN INSTALLATtGNS LESS iNSTALLATiC715 GC.EA I% LOAD, CONDtt10"S SINGLE AWOLE -- EXT HIGHER LOAD OR LINEAR iE,TERI�J7-ATION,.H.4r BE.,, -r LOAD tw) {FT -IP+1 iLEauaTEo MAX.HAxe v. T a. THAN 30'ABOVE GRACE THs.N Jf'ABOVE GRADE IPsrl ExCEPt©[ r R.-MA O'� ]-3/6-MAX- :®0. - USED TO DETERMINE ALLOwA84;E SPAr:S. - -;rte. IPSFI ONCHES) tiNC"ES2 I.3/6"Max.B-n. .._ . -_ } ENTER TABLE t WITH NEGATIVE DESIGN LOAD 70 OETERrtvE _.t S-0 2-7/8 1-1/2 IF-aO IfT-IN) IF1.:41 try.-WI MAX 'SHUTTER SPAN _ J -- - -3 ,0 0 u-1 t? - s 17 - 1 1?- ) f. s :.• T-0 2-7/8 se o o- 1 n -0 13 t - a -s 30.0 8-0 2-7/8 1-s/9 L_ ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE L9 r a00 It -11 10- 0 11-9 10- U MIN.SHUTTER SEPARATION FROM GLASS. it-0 3 2-t!e lJ z ro O z + t0-0 _ 13-t — 6 I-3/6 2-3/L ZF n m u S-0 2-7/8 1-t/2 �W A• � � W j 61S tl -T B - T f - 7 f- 10 1-0 2-7/8 1-S/8 -►- �•' Q t00 e-0 c _ e)! 11 •6 0-6 B -6 e-o - i-7/9 t-5/8 wv a� 4 ZdZ v ee t 10• 11 B- ] 0 -3 8-S It-0 G C Y O et f 10.9 o- ] f -7 f-S — tt -tt 3-3/t 3 Q 4 � W 'n Tt1 f0-! t-0 8-0 B-t S-0 :-718 1-1/2 —0 g of Q its t-0 7- o ) -0 B-0 7-0 2-7/8 1-S/e U d S a -0 ota o-u S00 a-o T-0 7 -0 1-. . t►o f-! 6- 1 6- 7 ►- 10 I-7/9 1-J/6 , av = 3 2-112 N v_ ofa f-0 6- ! 6-] E -6 12- 2 I-3/4 J u�i �r ,qE. > -' $-� a-0 QW IA V r 100 0 7 -! S-t S -t S-S S-0 2-7/e 1-1/2 z g L!1100 ►+ t2o a 6- i • -9 t -• !-0 I-0 2-7/8 1-Vey- uoo s-1 •-! a -y a- 1 60.0 0-0 uo o f•t 2-7/8 1-3/6 W m a-Y ^, o. ,f0 o a - to 7 - 10 1 - f0 +-0 11-B 3-3/6 3 V i9 t0 o W E uo o a -6 3 - 1 3 - 1 y-! S-0 � n o too + -o ! - ? ]-i ]-. 7 -0 2-7/e 1-519 W'- C t .• y-t0 3 -0 ] -0 ]- I 70.0 a-0 2-7/8 1•7/e Pl > woa ] x n tV 1000 ! -1 9-a 3 2-t/6 taaa z °: m O J,o o -! 2 - B ? - f t- 10 to-t 3 2-S/6 Yv $ �•�• O ] S-0 2-7/8 1-U12L 7-0 2-7/8 1-3/6 O 80.0 6-0 I-7/8 1-7/0 _�3! . -- tt--0 3-t/e 3-1/8 V tT 12- 1 6 6 c O I'MN+ 2-MIN. T-0 2.7/8 t-3 c ® ~ W10010 TENER Tt"O C. s. W� E ANY ANCHOR IN FASTENER(A 26-0 C. 90.0 0-0 2-7/8 2 a:--11781 1H IUSE ANY ANCHOR IN 6LA HOR SCHEOutEI ANCHOR SCHEOutEItt-0 3-I/8 }-)/g Ot-tnO1N it-6 3-7/8s-o z-7/e t_v2 toam > 7-0 2-7/e t-3/6 1" +(¢ ,,- 100.0 a-a 2-7/8 2 U C a OtnvI 8 r10 r t/2"GALVANIZED SMS to- ) 3 I '�■w 2 ��.. in ato a 1/2-GALVANIZED SHS OR J/16-0 ALUM.POP RIVET It 4A r, W< UI O 1B' 6C,ALUM.POP RIVET I& 18-OC. to u mil._W I0 I� t"a 1-a OSS`,i`r 2-■ OSS-, a3 i-a t-■ ass-,t-a 2": OSS". ` 2`s 3-a OSS-.2"a t-a ass 94 1 2"s 3- . ass-,2-=6"a ass- i `` OR 2-+ S-r.IZS-AL. ANGLE O OR 2"a S"• 12S"AL.ANGLC LO O a -- - n a VJ.KNE 1 H �I ►ROfEffW EN (NEER a jLko"" tofuALT. CLOSURE DETAIL ALT. CLOSURE DETAIL w I- SCALE. 3" • V-0'• SCALE. 3- a t'-0-O Z00z I-a z-a.1:s- 1 ALUM.ANGLE CONT. MIN SHUTTER SEPARATION !z FROM GLASS[SEE SCHEDULE z a N N ,r u QO { SHEET 51 n .4 si ��oNi� � j Al" . 2"■ ve" —? RECESSED YHICK ¢ M IUM ANGLE — 0 O d o N $+° N 1 s RECESSED SILL M z 4 p r to to 3105-H32 OR t- " C > W° "'.�' E O t/6-20 TRUSS HEAD a j G • ' .�N ti c S z N —, 6063-T6 ALUM x X p M o a : � `3 Ip p I ri0 TEK SCREWS O BOLTS t NUTS w/ LL7I OR !-1/16-0 ALUM Q ALLOY (t/B"BELOW '^ a N POP RIVETS t1YP I ---- O9 OR(9s 20C o C•ASMERS(� CONCRETE) X =a — N i 11 0 N O 010 TEK SCREW OR 3/16-0 a u uI21. 2"a 2" a Ve- ALUM POP RIVET @1 2a-OC. � _ _ " PRODUCT REVISED ` Id # ALUH TUBE IIYP I O O 6063-76 ALLOY � JLS U a----TWO vi.-■1 FASTENERS • �- 1/t"MAX HoldinplyiagwitbtlteFln(Ida •'g C EACH ANGLE ISEE ANCHOR EXISTING STRUCTURE I a Raiding Code ' / SCHEDULE fOR ANY ACCEPTABLE e• EXISTING STRUCTURE t�y � : ; N � Acceptance iYoOZ -0 6a'5-0 h- - A.ct ORI O •i • . _ I • • MIN 3,000 PSI CONCRETE EapintionDate ZO03 •__ �_'r_ I 1 `-"ALF OF e OO � ( —CONCRETE FASTENER (t B"O C °arr USE MALE OR FCMALE AS ANY SCHEDULED FASTENER IS �� REQUIRED • ACCEPTABLE By �� 07/23/1996 E •1 Mia./Uad (9dYct�:unt(Ui •t•I.- rd;Z.- nr EITI' AL fall NOt[O)L -"CN ` S--ip'�>Z UItisian u.a9nof I1nraLo°br F OR 5 dr4...o9 no s TAIL 100—;B71 P ALT. CORNER CLOSURE DETAIL ALTERNATE FLOOR MOUNT DETAIL _ J Q. ON , SCALE: 3" t' 0" SCALE• 3" . 1' 0'• `',U5/,�IJ t):. 1--- 'L,lit ANCHOR SCHEDULEA � DU FASTENER MAXIMUMSPRUNG(INCHES)REQUIRED FflR•tFAPIi?°JS"PEStGFd COitL�S °dO SBOPdS +4�?At*:PACT (INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN.2'..EOGE DISTANCE -MIN.3'EDGE DISTANCE a MIN.3/4'EDGE DISTANCE LOAD ` LOAD SPANS UP TO SPANS UP TO SPANS UP TO SPANS '7P Tt, SnAiJS UP TO SPANS UP 70 SPANS UP TO SIIIANS UP TO1.2 (W; SPANS UP TO SPANS UP 70 SPANS UP TO SPANS UP TO (Wi 5.-8» 8._0.. 9'-0" 13'-1- 5'-8" 8'-0 9•»p- t3.-1.. 2 { PSF (SEE NOTE 1} (SEE NOTE 1) (SEE NOTE 1J (SE£! vTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) w = ANCHOR TYPE PSF (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ANCHOR TYPE MAX. MAX. - 1- (SEE CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION I a (SEE CONNECTION CONNECTION CONNECTION CONNECTION Uz m p 0 z y I n TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE "' NOTE TYPE TYPE TYPE TYPE �_°_ * % 3 NOTE1121314151123 -4151121311- tA _Stl21 - 1451. 213 51121314512341$ I231415 1) 112131415112341512345112345 , LLQ 1 i2 7 9 12 12 10 5 7 1211219 4 6 b 12� b 3 4 12 1211218111 12 1211215 7 12 12 11 S 7 7.12 8 3 4 48.0 12 12 17 7 12 12 1Z 8 5 11 12 12 7 4 10 10 12 4 3 7 I- uj� cl v 48.0 12 2 ... a O � 12 12 11 S. 7 12 12 8 3 5 9 12 7 3 4 4 11i S 3 12 1211216 8 12 12 101416 10 12 S 4 .5 4° 12 7 3 4 t] 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 Qo 1 1 �a1111ll11tt11ll1�1ll1111�1ll1 fi b2.0 0 v4-® w000 LAG W/ 72.0 12 12 7 5 10 12 t2 5 3 7 9 12 4 3 6 7 12 4 6 -0 < 72.0 12 12 10 -4 6 8 12 7 3 4 5 12 6 3 4 4- ti' S 3 12 t2 1Z 5 7 9 12 813 5 6 12 7 3 4 4 12 7 3 4 0 1-3/4-MIN. THREAD tj= aIL. M 3 1/4-0 ITW TAPCON W/ it 12 7 3 5 4 11 $ 3 4 tt 5 3 4 tt 5 3 12 SZ 9 4 5 4 12 7 3 4 4 12 7 3 4 4 12 7 3 4 PEr+EtaaT10N SMEAR 92.0 12 12 5 3 8 7 12 4 6 7 12 4 6 7 12 4 6 ® • S °; 2 t-1/4" MIN.EMBEDMENT 92,0 r PARALLEL DR PERP. H TO WOOD GRAIN a w W _ 210.07124 6 7124 6 7124 6 7124 6 � .w [MIN.3.100 P.S.I.CONCREM 210.0 4 11 S , 3 4 11 Sr3 4 11 S / 3 �. t1 5 3 4 t2 7 3 4 4 12 7 3 4 4 12 7 3 4 12 7 3 4 / i 12 12 11 5 7 12 12 8 3 5 12 12 7 3 5 5 ]0 .4 3 12 12 1216 8 12 12 9 4 5 12 12 8 3 S S 10 5 3 ANCHOR NOTES: Q W " 48.0 = N W I ? 62.0 12 12 8 4 6 11 12 b 3 4 7 11 5 ✓ 3 "3: a 1, 12 12 10 4 6 12 12 7 3 4 7 11 6 4 3 9 4 3 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, 08� u M * ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE z tj 1/4 �B EL[0 HALE/ 12 12 7 3 5 6 11 5 3 4 9 4 3 3 8 4 12 12 8 4.15 6 1t 6 3 4 10 S 3 3, 9 4 3 SHOWN IN TABLE 1,SHEET S. 111 FEMALE "PANELMATE-w/ 72.0 / =1'• o o O ,-1/4 MIN.EMBEDMENT 9 12 S 4 3 8 4 3 8 L. / 3 8 4 9 12 6 ;3F4 3 9 4 3 3 9 4 3 3. 9 4 3 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, uz g N ! 1/4-20 MACHINE 92.0 _ / - i/ ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR >- m r , u1j F SCREW WITH NUT n 3 8 4. ;/ 3 8 4_ / 3 8 4 / 3. 8 �. 3 9 4 3 9 4 3 3 9 4 3 1 9 4 ; 3 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER t11 r z(MIN.3.000►.S.LCOCRETE) 210 0 i is / THAN OR EQUAL TO SHUTTER SPAN. wN o m v Z a 48 0 12 t2 t2�9 12 t2 72 -1116111 12 12 10 61101101121 7 1. 7 12 12112112112 12 121121911211211211218 12 t2 12 it 6 8 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. z 0 * REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF ZO_ $ 62.0 12 12 $1712 12 12 9 5 9 12 12 8 _18 711216 3 6 12 12112 10112 12 12 1217 11 12 12 12 6 10 9 12 ,0 5 7 EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING o --0 SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.PDwERS CALK-IN 72.0 12 17 11 t2 12 7 4 7 9 12 7 4 6 7 1Z1 6 3 6 12 12 12 9 12 12 12 1269 12 12 11 S 8 9 12 10 5 7w/ 7/8- EMBEDMENT - - 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' L'1/4-20 STAINLESS 9Y•0 12 12 8 7 t2 6 3 6_ 7 12 6 3 6 7 1Z 6 3 6 t2 12 12 7 10 9 12 t0 57 9 12 10 5 7 9 12 10 S 7 RECOMMENDATIONS.STEEL MACtIINE SCREW(MtN.3.000PsINE SCREW 210.0 7 12 6 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 517 9 12 10 5 7 9 12 10 5 7 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINJSH OR STUCCO. mss.. 48.p 12 12 1215 8 12 12 9 4 5 12 12 81315 5 10 5 3 12 12 12 7 9 12 12 11 416 12 12 1014 S t 11 6 3 3 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS ® t�Q we M0 VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING 6l 12 12 10 4 6 12 12 7 3 4 7 11 6 3 3 9 4 3 12 12 72 5 7 12 12 8 3 5 8 12 7 3 1. 3 10 5 3 MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR too t! I-,rImIn J' 62.0 SIDE CLOSURE PIECES. ° 1/4-0 POWERS 72,0 12 1218 3 5 6 11 6 3 4 10 S 3 3 914 3 12 12 101416 7 12 7 314 5 11 6 3 3 10 S 3 �� aAMAQ 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER NAIL-IN W/,-1/B" 92.0 9 12 6 3 4 3 9 4 3 3 9 4 3 3 9 4 3 10 12 8 3 4 3 10 5 3 3 10 5 3 3 10 S 3 SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD 5`TUO. 3/4" i0-gym MIN.EMBEDMENT EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE Q. gOtain (MIN.3.000P.S.LCt9lKRETEI 210.0 3 9 4 , 3 3 9 4 3 3 9 4 3 3 9 4 / 3 3 10 S 3 3 10 5 3 3 10 S 3 3 10 S 3 "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE 3�Mm PHILLIPS PAN HEAD.-OR HEX HEAD. o• 48.0 2 12191415 11 11 6 3 10 10 5 3 3 6 3 12 12 it 4 6 12 12 7 3 4 11 11 6 3 3 7 4 B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN 'l7 w Z a BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER I u f3111 62 0 12161314 8 8 4 / 4 7 4 5 3 / 12 12 8 3 4 9 9 6 3 5 8 5 6 4 HEAD (SIDEWALK BOLT), U.O.N. y I C} 72 p 4 7 4 / 3 6 3 , 513 12 12 7 3 4 4 8 5 3 7 4 6 L �E 114"�,tw TA�tON W/ 9. �/ DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. U W ,-iJ4" MIN. APB ON ENT 92.0 6 8 4 / / 5 3 5 3 / 5 3 7 9 5 3 6 4 6 4 / 6 4 / 0 210.0 $ 3 / / / 5 3 / / S 3 , / 5 3 / 6 4 / 6 4 / 6 4 / / / 6 4 �/pf 10. * DESIGNATES AN WHICH ARE REMOVABLE BY REMOVING MACHINE ✓ SCREW. NUT OR WASHERED WINGNUT. _ 48 0 1 1t S 7 121121813 S 1211217 3 S 5110141/ 3 12 12 12 6 8 12 t2 9 4 S 12 t2 8 3 S 5 10 5 3 11. FOR BUILD-OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED vU• �fE>�eH 8-1/2" O.C. PRofE NAL P4W1ca I * ! 6 2.0 12 t2 Q 4 6 11 12 6 3 4 7 11 5 3 3 8 4 12 12 10 4 6 12 12 7 3 4 7 11 6 4 3 9 4 3 IL to 0010961 Io t/4~.s ELCO MALE/ - 12- FOR BUILD-OUT MOUNT SECTION OE ANCHOR SPACING SHALL NOT EXCEED i O FEMALE -PANELMATE"w/ 72.0 12 12 7 3 1 5 6 11 S / 3 4 9 4 3 3 8 4 12 12 Sit. 5 6 11 6 3 4 10 S 3 3 9 4 3 6" 0.C. - m 1-1/4 MIN.EMBEDMENT 4 3 8 4 3 8 4 3 8 L 9 12 6 3 4 3 9 4 3 3 9 4 3 3 9 4 3 03 �+ L 1/4-20 MACHINE 92.0 9 12 5 i la SCREW WITH NuT 210.0 3 8 9 .44 i 3 8 4 / 3 8 4 / 3 8 4 / 3 9 4 3 3 9 4 3 3 9 4 3 3 9 41//13 S V a a /I r-`'�i 48.0 12 12 4 b t2 12 6 3 4 1211216 3 4 4 8 4 3 1211211216 8 12 12 10 4 6 12 12 911. 5 5 11 6 3 AY_ -9 Z00ZI 62.0 12 12 >f 3 5 t0 tt 5 3 6 10 4 3 3 7 3 12 12 1115 6 12 12 8 3 4 7 12 7 3 4 3 9 5 3 O t/4-w POWERS CALK-IN 72.0 12 12 1 3 4 5 9 4 3 4 8 14 VIL31713 12 12 1014 5 7 12 7 3 4 5 10 6 3 3 9 5 3 a m Ow/ 7/8"EMBEDMENT - / 10 t2 71314 3 9 5 3 3 9 5 3 3 9 5 3 _ a:y y C = L 1/4-20 STAINLESS 92.0 8 t0 S / 3 3 7 3 3 ^z a :„ '- STEEL MACHINE SCREW - e E�u , = 3 3 9 5 3 3 9 5 3 3 9 5 3 3 9 5 3 «` / 210.0 3 7 3 �/, 3 7 3 � 1 ; r'% / / i / n � �::.'.�i; 0 48.0 1212 4 5 1010 6 3 9 9 6 3 3 b 4 / 1212 11 4 5 1212 8 3 4 1010 7 3 3 '714 � `z'ajdE (a p • z '^••°YL 2 6 62.0 1111 7 3 4 7 8 5 / 4 7 4 5 3 1212 8 3 4 8 9 6 3 5 8 5 6 4 �1 N oa. • ,.� 0 t/4~a Pow£as J 72.0 to 10 S 3 4 7 4 / / 6 4 /, 5 3 tt ti 7 3 3 4 8 5 3 7 a 6 4 / d -_iiiY + } aAMAC a S 3 5 3 5 3 6 9 6 3 % 6 4 6 4 6 4 / a PRODUCT REVISED / NAIL-IN W/t-t/8" 92.0 6 B / / , / MIN EMBEDMENT i 3 / / S 3 / / / 5 3 /, 5 3 , / 6 1. / 6 4 / 6 4 / / 6 4 / as complying with 16e Florida (� 210.0 �, 5Buldiag i Acccpia cCode No 0 2-0&0 S 07 _ $ Expiration Datc O 2 oo3 /23/19961 fa.r. 1 n Miami Uadr roduct Control AS dr.rn br C C w1 NOftO V Division O.•.qn b� ch•u•o by C ar.v.nq no 00-871_.. c ; sneer 6 of 6_; IL - Florida iStormL" .panels r_ 14475 N.W. 26 Avenue - Opa-locks, FL 33054 - (305) 685-9990 - (305) 685-9000 - FAX (305) 685- SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20gauge panels under renewal number 02-0826.07. (Previous number 02-0531.02) This letter authorizes to use our 20ga. Panels under number 02-0826.07 to be used at the following job: Sincerely, Victor V. ruz - Enrique Revilla President or Vice-President 1. This form must accompany the application for building permit and shall become part of thea it documents. 2. The authorize s'. 4 ust bear the raised corporate seal of the company hol e County Notice of Acceptance. t 4 M I A M RDADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels,Inc. 14475 N.W.26`"Avenue Opa-Locka,Florida 33054 V SCOPE: sk-2 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. ' This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: u APPROVAL DOCUMENT: Drawing No. 02-868-111,titled"22 ga Galvanied Steel Storm Panels", sheets 1 through 4 of 4,prepared by Frank L.Bennardo,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 County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar,P.E. NOA oto 91120 02 Expiration Approval Date: 01/23/2003 ' Page 1 ° MIAMI-DADS COUNTY,FLORIDA M I A M I-DADE METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 _ NOTICE OF ACCEPTANCE NOA Guardian Hurricane Protection Products,Inc. 6925 N.W.46*Street Miami,Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: IIT-100/Aluminum Accordion Shutter APPROVAL.DOCUMENT: Drawing No. 00-871,titled"HT 100 Accordion Shutter",sheets 1 through 6 of 6, prepared by Knezevich&Associates, Inc.,dated July 23, 1996,last revision#8 dated May 10,2002,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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#00-0705.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E. NOA No 02-0605.07 Expiration Date: 08/24/2003 Approval Date: 08/15/2002 Page 1 M I A Md-DADE • 1 y• • B IPTG CODE CONMLIpNCE OFFICE i WMO•DADE FLAOLER BUILDING 140 WEST pLAGLER STRW.SUITE 1603 . M(AMI.FLORIDA 33130-1563 F (305)375-2901 FAX(305)375-2905 CT PRODUgQN3'�n CONTRAMOR LING SEMON Guardian Hurricane Protection Products,Inc.. (30S)37S2527 FAX(30s)37s•2sss 8163 NW 74 Ave. CONTRACrM ENIFoRMOTDMMO*' Medely ,FL 33166 (305)375-2966 FAX(3M 375-2909 5-29M FAX(3M 3Y 72-63 9 your application for Notice of Acceptance(NOA)oft HT-100 Accordion Shutter use of Alternate Materials and Types of under Chapter 8 of the Code of Miami-Dade County governingthe ,the�Iiauai.Dade Construction, and completely described herein,has been recommended for acceptance�� County Building Code Compliance Office(BCCO)under the conditions s CO es the right to secure this This NOA shall not be valid after the expiratitoen date stated belowp 112V403fts __J lantfor qty control testing• If this product or material at any time from a jobsi prod revoke, modify, or suspend the product or material fails to perform in the approved manner, BCCO may approval, if it is duct or material immediately. BCCO reserrres the right to revoke this use of such pro duct or material fails to meet the dents of the South Florida determined by BCCO that � 1?m Building Code. //Ud The expense of such testing will be incurred by the aanufictutrer. ACCEPTANCE NO.: 201-207-0-10-5 Rodriguez EXPIRES: 08/24/2003 Chief product Control Division T_HIS IS THE COVE SE D G FOR VErmnr AND S&HRUMS BUILDING CODE& DU This application for Product Approval has been renewed by the BCCO and approved by the Building d Product Review Committee to be used in Miami Dade County, Florida under the conditions set Code an forth above. P Francisco J.Quintana,R.A. Director Miami-Dade County Building Code Compliance Office APPROVED: 08/24/2000 \\0450001\paooM\M platW"Oaceaccepwm cover page dar; . • ACCEPTANCE No. 00-0705.05 u 7dian Hurricane Pro¢eCtion Products Inc• 08/2412000 APPROVED EXPIRES O8/2412003 SPC CIFIC CONDITIOIN 'S gOTICE OF ACCEPTANCE: ' 1, SCOPE a shutter, as described in Section = of this Notice of This approves an aluminum accordion typ Code. 10. 9.4 Vdition for Miami- Acceptance, designed to comply the South Florida Building de, ed by SFBC Chapter Dade County, for the locations where the pressure requidic t d iremenn the pproved drawings. D p1ess�hating values in 23, do not exceed-the Design Z. PRODUCT DESCRIPTION =0 in strict compliance aluminum accordion type shutter and its components shall be cont.:��t�.. ghutter", prepared T 1999 sheets I • loeving documents: Drawing No. 00-87I, titled "HT1�060�L�Jc�' 10, • with the fol 1996, revision Notice of by Knezevich & Associates, Inc., dated July 23, ro�•al sty , r with the through.6 of 6, bearing the Miami-Dade County Product Contral App d approval date by the Miami-Dade County Product Contrbl Division. These Acceptance number an nafter be referred to as the approved drawings. documents shall herei nts included but not limited to embedded anchor bolts, threaded cones. 3• LIMI'I•ATIONS All permanent set componeand metal shields, headers and sills, must be protected against corrosion, contarnirjation and damage at all times. t compliance wit:: ion type shutter 4• INSTALLATION utter and its components shall be installed in c This aluminum accord the approved drawings. 5. LABELING label with the manufacturer s name or drawings- logo. city, state and the Each unit shall bear a permanent 1 ontrol Approved". following statement: ,Miami-Dade County Product C 6. BUILDING PERMIT REQUIREMENTS p y copies of the tollowing: 6.1 Application for building permit shall be accom anied b cop � of this Notice t 6.1.1 This Notice of Acceptance. 6.1 ,� Duplicate copies of the approved drawings, as identified in eeec °a for the propose Acceptance, clearly marked to show the components installation. Official or ;he South Florida $uildii 6.1.3 Any other document require q ireerlevaluateBuildingy the y the installation of this systern. Code (SFBC) in or prop Product Control Examin HL elmvMakm•• P'E' Product Control Division �u;�rdiitn`hltirric:tne Protection Products. Inc. ACCEPTA-M-c. •`u• APPROVED OS:..I^OQO EIPIRES `OTI CE OF ACCEPTANCE: STANDARD CONDITIONS application has.be::i filed anw :: (approval) shall be considered after a renewal aPP ,:._ t Renewal of this Acceptance (app din test-supporting data. en- (8) years. hall be ermanerid. labeled ��►ttt the manufacturer s name. ;.ai1.. statedinthe 2. Any and all approved Products s P following statement: "Miami-Dade County Product Control Approved". or as $p specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: e South Florida Building Code affecting the evacuation of this pr 3. adu:.: a, There has been a change in th and the product is not in compliance with the code changes• roved. ail the requirements of this acceptatt includin�� ttie The product is no longer the same product(identical)as the one originally aPP b. i f P lied ith C. If the acceptance holder has not comp aired docuir.-^:anon initia'.1` correct installation of the product. d signed and sealed the req d. The engineer, who originally prepare . submitted, is no longer practicing the engineering profession. processt or shalt automaticail:• . revision or change in the materials, use, and/or manufacture of tile has been rcques:ed (through tlt� 4. Any be cause for termination of this/Acceptance,ate fee) and�ranced b}' this otTice• filing of a revision application with appropriate Any of the following shall also be grounds oremoval o procesof s s Ac ceptan,zc d�cnu."_ or am otic: a• • unsatisfactory performance of the product b. Misu se of this Acceptance as an endorsement of am product. for sales. a purposes. c Notice �f Acceptance receded by the words Miami-Dade Count%. Florida. ani followed %' 6 The Notice of Acceptance number, expiration date may be displayed in advertising literature. if any porton of t displayed. then it shall be done in its entirety. lies. shall, b. • available for inspeL-ion at the ion si:= cce lance as well as approved drawings and ot`lerr documents. %%here c: applies. A copy of this A P or its provided to the user.by the manuo`cTeseal the opies�utors and shall at all time. The engneer needs n remrnai 0: • eetion of this Acceptance shall he cause for tern:inatiec: :nu S. Failure to comply with any s Acceptance. q• This Notice of AcCeptance consists of pages 1. : and this last page E1D OF THIS ?►CCEPTANCE Heimy A`Nlakar. P.E. Pro,iuct Product Control Division o: -moouc-MAMCrsa %'•aa: to@-c2?' �{I1315' roc'-aaut,� 2r-6TtCN� ppT � 1 T I' GY•L VAN•�.:L 1 r 9 ' r I I ROLL Banc r -1 1312' i t312' I "' 1312' --/ I t _ t 4 i .-3375, c-�5 ! ..3'S - ' _ u'oT"uc°•"-8- •-„+ I © r !! I r I _... 1 .:•. j 0.0 "'ERP TO-AML 9PMU��' ROLL I4 .181'� }••-i.i81 e-1.181'-� $i.i i I '- A �'i6: y `" I 1 t f�a �f1 Ir SECTtONy i i i tGDwr -E (y PANELJN aoc '1 I h � �" ' T' n RE:':J 125E0' 1 _ u.:i7: ' i ^c^6:' ! C 1 } �n I _C'C• ;� S w NCsTt; I ;:=� Ya TJ �::9C0' i� 0-10 J� rli t I ��snemC bL.gsSwaARDC.a IA438• PANEL LE ° P;ZSTCc PANS,- �`� -� `3 ^! t caCe< SU'L✓-:7l T c• 7 -Y ! I I I I 1 { I I I 0 s"cW 5cx 5�tp�a-Iii A ERE (; R=GK 5 =' Ti?SC G W< Ts=4STENM• � `h-2@ x 3* v ' ' I` OVEfW-W%IN MOWAN `1 S al m w + ( 1 i (USE ABATE �•mism' I �I 00a TYP 11 z 51 IL ( I I SPAN 7AeL31 A X ' ' i -fit = 00516' _y,1 r100D' R0l58' !�-4.000'- W y I + ^ `D @.rs• GAul LV s'=: -_v.. - �_ R03m1 I E00• �10@L ° o ` aN�^Ew IL `TYP. r GRAD-e 501 _005@' B "5 f J L°''a I I I W I sj Q TC� TYR 1500'LPM 1.00'MIN i TYP. -- MAX 5rD20'MAX --, C Cnc•_- _9350' I.@@:7' -- , - A I Q -� �4 ? W 50@@'MAX. 0865• L:J.150' A �. Sr,:0=s:.: ANGLE atJ1LDCUT/CLOSUl ANCsI a _N C O�LR? 13.---- t = 0.015'MM. © TYP t LLI l!! _- ��• ._.rt• :UINrsNU T KEYupLE WASHER �t I / I \ z W Z X � Z II.GaLV SrMM GRADE So t2 ue_ .DBR=ND CG= i ---------I ! I ! 1 � r{Wr{�� l� O tQi z ,USE IS OPi1q}t4..REOAF84 tTSm•oEEP • M Z Ot.LT FOR�E nsrta TJgLgS ! Z wean ante+,o.ey.D nus-au �oror+netrtT raaw \ I = Q W T7p_os REcot L \ • • J ! f- �/ t0 W N N NL '23 +�� **�/� JI •. e1CAL t-'OUNT ELEVATION `! 1 Z `I Z Q m E:NE �\r�.L IV0 I �:i: _ ( @io5 j .".0 3• :.:6i'- ---�c31i•��i N.TS Z 1I V u '�.� 03'1S•tlwLn 1. n;l5 51i.'TTE.'a SYSTEM ;;AS BEEN DESIGNED AND I I i I �t v3�. EDGE.DIST- =S,cD A5 A_AfdG-E"tf55!LE --P ACT PROTECTIVE 5YSTEM M � � ?! �I 8 jlLL _-T 0.125' t ! @JJ63' � LC CORDANC WiTW-I--P--RICA 3UI � A IE.C':5'--r- ry 1 C.C63' LDINCs C;DE 2001 AND P1 A �! �I n .063' or I '4,^TOCV 5 TAS IDI FCR:..-1Zr-.= "ISSILE IMPAC'.TAS IO2 I M1 @.063 ! t 0@63' .1 , .' -r�� R UNi=CQ STATIC .3R P@E55EjRE AND TAS 203 FOR I } I. ± �_ J- n r. j-0.125• 00?3' -r As+�G, LAST w.e� TTIOCAL �r 3'SON: C L:71Airi L .r71IV[t f 10,063' ^•.0 L}ea�.• I ! PANIC OOS 2. •NC 333'1. MC•Z'_$E iN ALLOLIJ = STRESS BEEN i-ln3••-: ;.00• I ,_' ._cam• � !! 1 0.0?3'•�I--- 1 I I � OBST � OvERa�7! T�TtG"' ti - - - ABL S R_SS wA5 Ti+o - •••-_ -5313' I II ` 1 -�. IN •+»E DESIGN OF ,:p •CNC%diR SPACING TABLES. 13 EC--C" --_^r Tpto •U• TqAr-K 71- 1 3. POSITIVE AND NE(sATtV= DESKsN PR=SSUI. B TO BE I6 Tti=CK `ED WITW TWESE DRAUINGS 5►:ALL.8E DETERMINED 31- I t I ! S� V i •E''s5 ON A JG3-SFr-riC 3:.515 IN ACCCR.-.ANCE WITW TW-r- �I m m a w I i i ! i I J °1 4� fJV=RNtVG COD=. U-9-4 ASCE '-�.8 15 USED TO CAL 7 'Rr55U1 5 OR USE UJ Tf -it$P'RCOLICT.Tt-{E ems- �a•LAT? °`U l i I. l �G � L If LLI LLI %IRrr..CNA-1., FACTOR Kos@a5 15 ALLOU•ED.' j I 1 t•`•MAX ; I Z � m � Q LLI Z = I � I I A T.E 5 L.D cREM! -" S.S.51DE I 1 T=Q SYSTE" ETAJ D 2C D WE 5 GENERIC OR .AC�tNE 3p�K I /'_y,c-; K iL a�+ i 1\( 5 D0E5 NOT PROVIDE INFCM--7ICN FOR A SPECIFIC SITE, U:ASWERED LIJINGWU7 e ✓ t / �'N=�� • @25' I / °L a uE, I •I I -ITE C:JN.^.1;tON5 DEIIIA= �C 1� CCNDtTION Ia Cz.TYP.-/� I 035' MAx~ i/ W o a %ILED EREIN.A' 'CENSE: ENGINEER. OR , �^ m I I ' TOP S iri. =RCW:ECT S-iiALL P!�A� SITE SPECIFIC DI�G15t2RED f� i�CaLE .� raX, t t I I I I Tcotw�OlIF I Q USED IN COKANCTICN UTI; T4;15 OCUME►dT5 TO IS GA.GALV STE_i_ ��j _ /� t .^.CG."ENT. BEN- oL ,_ l:.^, 18' /� j /'♦ i t I t �{ �. 'Z"fiT uOL:ER 5+-AL' VERIFY TWE .• Br -.tc:Da ra:x;:s ! t ;• ! .- (�� 5_ AOE^..iSA-Y OF T;-;E 6063--b AL.. .NGLa �.ti .- Ii + I I I I I t 9q LL t.\S 'X ST'cc.."TLiR_ TC::7T.:5':.N;. ::;!T!ON. II :t-�0c.--D .. 1 BLOW j- O C .. -" ` _x \� E3�ccxacotvc�-E•+=oL // , i I I I I' I ! jQ"rftrcTta.I UJOCD FRAC-iN J Best*-c1auT rt:OntN / TR-•2.nC:=L?R2AP.L 'P^+ j•CIV- � ^SURE .E *ANgMANLSS E224aSTEEL ALVANt= Iv T.S � vI �n ZLtCNc r@. ASTM N . XL t UANOWTS OvgRLAPb.MDSPANCwG-RAMo Be.GW GALV.CCAT1NWTL .: / S� CPR- _SP-Wit TABLE; K51. AL,EX7ZSiC-5 tI V�TVS� r � S"ALL BE 6063-T6 CyE4L==U • Ta. � I CNJ L t �L31WUM ALL.-.UN;: (g „CUNT ELEVATION C7IC\-ROUNDCBSTR r'- ! 1. P.a..\ELS 5NALL. EE aCtc"':LV �ii.�' . ABELZ-- A '."+- E G.7T:; 3Y _5 I G ONE^...I.§C1I.G-FER aANEL AS FCL- 5. .-.�. ^it _ SECT.2A13--,' .t CRiDA 5T•^,v--aA'•lELS. INC. c=A.LODG . F.cRi i DA . �a::e•f. _E i..A Ii i."+✓E C✓.:NTY =QC:i.��^tiTRC APPROVE ST.:DNC q 'getv�- L OV 3L. - �� AY. EXST. .=C_hC , L- = U i CR _-av C25 ! !?. STOFL••aA\EL5 �c3V ESiG-NE% =•VD -=5-- .. .. - - j CR •s D:i-�_IC\ _ WAVE �✓ ... ' -.Y•' a .^.c -R.:N "'AXft'1' SPANS A4: LCAICS 5'-iC' N ON '-c yar_.-_ ...__ P- �R-=ING5 RE=RENO= �0N5TZ;C-"0\ -ESTE - _-,S1 Sac a _L� 2 r,RaORt.':O'�:CTG; - I JI-• ri ♦' /•^'VE,R-�•P ` j .,/ 7-;" Or CFMIv ' vite aaCC.0:-0:! J i} i itJ r /�/1 M1Ni.'•-L \ r/ 1 'C TOp I .v^�-::' -.:ILS - -a - a/�c �'=' }-t.'^ SN__ CIS— C `.•` -�• tj .n =G5-'eN=_ _ ..v _-__a_ �'t-a'1 .::NCR- .-a-_'G` _ _ = Sx!5T A�lj)f'4rW in c4'Sr.lYmg with thi' 4Ev:5t'..I.l. 'i'�::.:�G � a.:NEL- - - o _ __ 1�G :r -- r- t . r-�CuCZ SC__ �.`- _ 8=a r r_ CC C '"__- -6V _ C. r- - - �"� _ CUL=-- _- tv- R!� }��4rift / ngC C -CUNT ^ti^�;^'�G stir �- - `G..-_. CX.•".CaT .=.:.v LK v< '"�-_-�..� _.._-C \G•.•�<` -v< I ,.O•_ --•\ R�- �R-=Jf!i. -G..\�.�. _ v'U i Date C CIM.7 1Z ...:J1T•C' •'F•tT5 :P:C� __ _ _ _ �: __ - ____ 1 �cs ' .... .� v .. .._•.•.'NG .'.e `r USE ...i..."" _,f�E _e �_.....0-:II 1,�• 1•jrl�.ilrt !v 9 .. l �C• ri.�c�. ALL _cLTS t .•.AS;-;=-R - =LL BE ZING --_ __'c _ - .\C .QRS � ' �._,L . T e - °<.:^^�G- Miami IhAe-A.-•:.:.Pii_ .,. - '^ �'i � ... _ .- _ t'r'OQLLCt�.CrIIt17t3} v451La - -- --- as _ - c ^5s-_ -__ B's� �• r R•'••LJV r �'� ,r ..✓�_72.:1 r^, a-✓a= \:._;J=.. _ti.': - ____ - - .� . ,.00.o- =Y:!-' � �•„ =�\I_S:Y= - -__. ...... -..... =c _- -. \•=--'_= 1rr71Q:_ =_?'i > - -_��_ _-_ ' X-:. r .'\:Sh.J-T•t.' n-a./.0 f�-D'N C7'�. / j E�- ITtp Z,n ' y".._+ : --____�___ C� 7 :.^.OS^•'Q m __ V✓:-a..J==_ V3ac�=a:'?C.5.4 ` �. j -+ •"� .S.1'r +.' N r Com-' ! .t -y mew- i•..r.-r=NN-.,..•,, /, - > v _- =J� ' 0 0 /'-:7 i=.^. -.'."�9- ..t e a. R �_ m -_=_ _. ...gra_ ?; E •�' r No 2 p m 1~-- m 1 INC;_+ -=_S _.:._? m O _ - n t ssa 'q: C- t�'vaC x- fin.. D_ ,r r y N:cis X-... .:-a = x8 -�� \.^. __ - .v:_v-� :�?j- ; n L - :ad r *::51x5 t^0 j rJf._s:x'a . S 1 \33 :a'a ..^. 9 a f C: _..3 It t_• t �y iass-b 1 a 3,,cs- caaiara:- S r rl,"- l I A •l r x.T: :i !_t-- m m ` T ^ 'H«S _H-7Osl O_Z1=C-3-+ ...-�-i1` �'� � t •5-O : - =- = =%_= Sen. 73=15 t\;-.2-?.. T1s :- .x-.: -'~ rL, � / mak' z. �'t ,, ,/ •xvw 2!J•s a:3�rtG2r+7S f / / //� V •. � / 1 -\ '- Sa-C2t:1••?L'a s?-.��;:`:•, 's' .-i+�--_._-.._ / ZtDr!7'�4 37N3zi==3t / % ./ / t i' �' / 't � rh--_.+-' / .l \ 1 ` C3"a..3 •x'.!ii.^.S�"J-.7 /t ;v..:-✓ah'�.�D t' ��O/��•t�! Ji / I// // //t � �X j. l »-'ai::J::lre i- aa_. 73SIS :/ /I / ,(} / ! '}�! c-^ y mm-!IXH.�VM `I 37L:?' ;/ l/ i / /% '/ i Y/1 / / // ! Q 's3.m=m-,s :J SoiA No / '�C.Z l7:ds'xv�aa� -n S / / / / _ _ _ , 3575'a3rDS ao"Ow ==S - Y:- -�•> - a, L % '3aru mus do ad• NO C .. - -75 �C _ - ` =S7^n G3. / '�JNIL.v'�Jd C��`�t70i8 � .5c?h.^..�:: as__ Sh:'-•'7.4 � � 3 .�- h: rro�^ �:::'Jt•II:S:X'a-� �.... ._..a•'�.+. ... ~J > Z =5sr�- =W.7Nt-SIX=- �I7C T9 moi i0r1 3:3si7t.^,� f)NI:.S:X=1 '1 \, -7- s ... a " :X3N aSri 3a1r'-�.' •^ 3�e:' 3C�, h'�7i^ :Xn\ =3'• _ -3�::J =ia7�aa07: l - SI SC-0 Nas:.:3e \'v^::7?Od'c�N. Si scr--� `v= _ = =�,• L _ (V\ L .mom=_wl S...".'✓ /+i_ISOd 3=7r,- NVIS=C SA!1�VH:V •••• Si =u1...ta tea_..a: :1 ?JC �l:-:r •••• X^^hOd£: itlQ_:-t75 Coal.v -'x :�$d - _ - .. . 1113vo f'w .. .�, r. OS NOOC hO SSL'?a3:.;i^�NO;: 1.0 :'aN-d BSI 3C= -�a a S; _�_~ _ 3^1' •1.-7ty: =7th> 3dx-+1 N01:7 :h ,. -m �i1 z^ !��:_ 1_S t -3015 3iaTrli-1�v' UZ'.JiNI:.:=tti:.2l - ... '�'✓i 1 TOSS a-G-1'C-7C L.^...::X:'..- c�:: «~^ J: t."..':J� an..- I:� 1 _ 1 G f a % =mw�hC y V4 r- , -- ` ahry7TR+`s :=a.:: vo NO»Oas wc" L 19- -1t -- - _ Z V7°==C 3�»:S:id ti1C!S=1'Cc-s:,s hvos cu«\=' \Ids =.SN? 'I �O •SLI& 1^N�NIm 7ro ^.-7yh. 7h: -7� •S rtn m3a5 314"Orw a 'S*C- sz ZOm .� > •n ^ '- '�"-' •^ - ^ -�..^i^ \ ...r X 3,1 .1 ij. _ - NC�Dv^fie.'.iC"^J'.• vwt'�-Is -77V ✓- ✓ .. - Y r- LIN - .i ..� .✓ ;�l ! / - a:aa7NC7v115:X'a XVL1 2iOd£:?1rtC31 75 -• V . 7'O.SL: • 210"ZIN7 =7!.3a-a_3a ^..,7701- MhOs 3mrCr:. aohl .r..a!•Q....+...i i V r / '9 =-M-01+Co 5S.1 X OL-ai £ _-�%� _SIx_ 1rZ'Z SL'Z N9 .1 .9 -117 »9 -.17 OZ 1 m + _ i r 1 �m ! .L91 NSL-Z .0 -.9 OL -01 '•b NOL .ti O L L ° ��-� -b -S Nb -S OOL lJ ~m -✓ oo�o� /� ~m v, (1 -n Nb4'Z NSL'Z NL -.8 _ j -0 .9 .0 -.9 Ci A A MV L I NSL'Z .0 -.9 09 06 �, t Z i} (P D N£L•Z .SL'Z NOL -.8 .6 -.9 .6 -S 08 113 rn15 ao a3Cv3n Svc I N I _ i D 0 ij c T 09 -Z -.L NZ -.L SL g x ; sNo`•nc 1m5 yN�►d0 W i Z a -r A r r ..95'L SL Z I NO -.9 »9 -.L Nb -N! ZL =m i x ! ro A = , NZ6'Z -Z6'Z -b -.6 .8 -t! .9 -wC OL MM r _ _ n_o -- ! (1 »lb'Z NSL Z N8 .8 «6 I m t 1. 0Z X i 1 Z NSL'Z NO -.9 -6 -.8 N L -.8 09 i j m mI, M m NZ£'L m 0 I r/ 17, m oloco -�---`- NoilvavQns c.:.3a zD .00'8 N00'£ -8 -.6 -Ol 1 -8 .9 -2 SS ID'D Air- f :siX= :' IIS DOso� I� /� Ngz'Z NSL•Z .9 -.9 Oti m rNIN Nod tl J 1 T- -Z -.6 NO 1 -.8 r i 9N:7zd5 xvu l w = ;1 z 09 m 'aar1 335, �^J-_i- 3-Irc=--i7S r Z 9Nt16:x3 i7 Lo W E ; m O N6Z L NSL'Z .0 -.9.9 .0 '.6 .LL -19 6b 1e big'cO� ate° �~__ "t Tm' SNOu'DSNN 7 A j7 1> !, .S -.6 Nt� -.6 _.�: WS 117 d.",'O'o 1 N00'£ NO .OL S� `) j CD , ri MzWOS N w NNO V Z -Srz N8 -.8 S� Na - 6 »a -.6 0* i ae mL- m� m NSZ L NSL'Z .0 -.9 .6 .6 ..6 -.6 68 �1 ivu wot:aall° ! aO m3a�s�i=1 z 3 t•a ry^-15 N00'£ N00'£ S -.0 L -0 -.0 L .0 -.0 L Si; ; _ gm Nb6'L .SL'Z ..8 .8 0£ -L -.01 -L -.O 1 9z T / N ,i "i i i I I' % `�P�' _-_ m i �a m NZZ'1 NSL'Z .0 -19 04)x°"Il (4) J T � -5�•t•Oc� .0£<le .0£=>le :ueyl xvvu-1 l�sd) N► �� as oa'' _ --->rr�,NEm'- c x (tsd) peon u ed splW 2d X108 7.1�-.ds'xvL: //y - �::7-d5 X- / i r)wN3do 3� 'II ✓ i r (satputo (say�tu) ssa� peo-1 scavrl,:_ Q3 ��7 N o : 1 � ) o "-`_.,,,>h_a3Zt ; j/ ; , '.O•:7.: _-\=__e i :/ ! w-..-a..'210`15 uol;ejedag uoRe�edag UEdg ani!s d = sll 4 �S y �s N / 'as x_ ?JG1£1 =Qa!1 =h:7. e -nd 11 NO I r - 2!'x.9 37tiaa3a ' , t i 1 L ✓✓ r .. 'r :'V✓ .� ! ✓`i '�i V .� �`i `=S ^n C=��,I;bom'::)w 33s Z_-Z Il_+ 0 J NO'O 1 V �v' C�.r rV l ./mac 1�:Iii - .... . ./ 7 ✓r. :7L\':!X v Y� rtf"'.��+" =_�J7No7=Jhl!151X3•� . • ! a . . r EXISTING CCNCIPMTE. �../ s �l L.. l t�1 i ;'�,i I i O�I� I I • I �_ .��` ! ; �� . �,..I e/ / "OLLOW 5LC.'`7X OR E _ WOOD FRAMING.5. I O !xN TRA-SCN ANCWOR SCWE._.5ASEr. %ISTJvG G:vC -=.uOLL^.u�_ G�OR WCC:=RA"tING. X CN T'*P=- O= S T ta;CTUt�. C SEE AVC:C4 SG-cC 2=SED CN -roc 5-R-G JFK. �� J A N i GS I REFERESICE ANC4 OR /��^ K _R v / I - o e SC4:ECULE Ta FOR / / _ tom' - - w /-\ uEGC'cR 'Q 5^-'c r =RANK L.5E G _ MAX.SPACMG zc.) s`'c R ram rrmcG wc.s _ � I �t2504i r l / j tD 5Ci.:EJULH 7d FCR MAX rev III. ANG:. 6 END W/ .' y..5 TO T ".-•, � / + 35c I� tx CL L0r-<S i LLl TEO — i1 r�1 Q =_'YD PANEL { FL4'Sri AGAINST 4 TOP TRACK + REG'D GLAS5 SEP. 1 IqI + -4 � ! [�Z = Al M DIST.(SEE TABLE UZl 1 EXISTtNG 11 M Ul J \ I XTO='t-t•-TRACK OR IY 1 £XISTWG I TZ FOR:"1INIm;m) Q GLAZING I UTCm in GLAZING Q E G'^. 3LA5- 5=- ^.c- t d / I ( (FAST=EN T_OAK Z Z u v Z g ��' $R�:,:Tl3RE PER ) .Z W , Z X I .Ei Q 1 ! n U N j , I SECTIONS TO L_� ((�(j� `� ; _ Q 1 �' i I i OPTIONAL PLASTIC KNOB. �+• 7 w - Lu a I TO EASE PANEL SLIDING F. Z Q I 1 I1 (NON-5TR=nJQAL.SEE ..1 �/ cD DETAIL TO LEFT) � Z3 { O Q EXISTINGI Q Z 1 Z CONCRETE. I -• 4+OL-Ow BLOCKOft UC= / 4 I Ij t �. (1)ue-..'.cR END C_ i :-I'xC3@' P=_RFORATICNS O F^'Na I {� iI^�' i / / /'n TC YR..j/(2)`I4 5M5 AT MSa$PAN FOR USE I lL U I� -T ANZWOR SCW_p. mi = E/ W:. Rr^.OvASL_ BASED ON TTPE :w D IST. ., I OF STm6=_,Jl� PLASTI= AND/OR I i � \�Og PLASTIC IGVOSS G,T9VEGTtON `C'CCSINECTION rT� REFERENCE AI'C"OR r __-- lZ=i= NCE ANCA-60R. I 5C4:E=V_E .d FOR Cc'�tNG/F C R"Jll`- Cti 5C4.'E^UL_Ta FOR MAX. C WALL MCNT =C'tON MAX.SPKING N TRAP-47LNT TR4IXe.KT5 5PACTKi � � I I� I � i 5O—,OM *k'TRACK Z' uuw r+owT R.YJGB N rs. ! OR w--am 'L" T i TRACK(-AS-EN -C LU n 5'mq%'CJI� PER Ll 7 EX*T!WN C.^NCRETE.WOLLOW I i I ' TO LS=S M.N tC o _ j BLOCK OR WOOD FRAMING TO T) Z Q STING'�tG W=LOW BLOCK � `_5=- SEE ANCI:OR 5C:-IED. r'cX. _ `r !/ BASED .D �----'----� � ! ' ( J.(i � C� j OR WOC--F4A.`1 .SEE ANC4IOR ON TTPE OF STRUCTt1RE. t 0 1 I Jf SC�ED.BASEL ON r.mE 0-STRUCTUI�. I J `u c5 COwE_TtoN I ANCHOR `l SC;-MDULE TA FOR F—O81� n i2 i ©�50' ��/// F'•�j` I LEG"1A7 RE BENT I / MAX.SPACMG IL �i i $ILL RACK i5O! I:TRIC �- LL I a CPT!ONGL ;'L^-ASK!�tCa i I R F / TO 30oeG P'AX '«-,"• �C$EE nwuxea*v,4.+sm[row..rets.� 90TTOrtrgaCKn:A F w r IApptrnet3 as eoiWghiag srit:s!:: Q 4_ Florida 104di ffi, jig C N = W o 2 c c 3 O U .365• ' 4 NIO�IIF — Wali Dade Prodoet Cos.Y,VI '365' Lra *'" 1{ r. ! fn '. 13 Divid"I REF AvC.:OR 'a r-CR i <r I MAX SPACING _ ' tiG'7 GL-48_c_a. ��.'i A.^. S T _ �-L-�$ PANEL M�TED Y f� TA Lc 1 11 -c C��0 J CT-aGtiE FRC iNSi�.� L GLAZING- -i FCR^'SN:i^1`T) � z L W __ yt5 ��— N -� -� ! s_� ^L T__ _ .twJ..Cek"' n T E C j "BEH - J' _ "NG Q \ GC'/.e- j c :I:`a' /( C✓BZAP PIN V =GR- C LU a 1, OR ij ^a-' .. tai •.,a. 1 yq-CL) 'i-:^. S.$ I eEV:5:1v5 n .. __ ; _-._.^. \e_._ n_ i i (e -Y I a/'/ S-1TC"dL-Sto '� �� i _. __ M1^ -G- S%` C= r U. uJ�NGNCTS wr6 ``^ ` -. - --_- sic=- Ca•,C„ a HL cou+ =r. - �__ F;tiEt ,=ES A: 3:T_v. . '-.Lx *iC'C4 i --- -_ • o.-��..iKe-fAiCL.S'ECS�_RC TGRCl:N✓ UtNG JT LONC = y - •Z,.a.. �T i_:..U• .:'�-L•a _ _ _.. --- - -. -- ._.. V_-- r-•1 _ '^ �..... +%G__ Win- _'/ �-iCt =_-V=.:� :.._ - Ll L 25" EDGE DISTANCE .4: V` ~- ,1 - _ - :7 N'J 2.5" EDGE DIST. 20" EDGE DISTANCE SPANS UP 5 50 ft SPANS UP 8.67 a SPANS UP SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP T Z TO TO TO 10 67 ft � 5.50 ft 8.67 ft 5.50 ft 8.67 ft ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE � � � MRAwc _t NhARMC. In ANCHOR LOAD CONN TYPE CONN TYPE ai ANCHOR LOAD CONN TYpE CONN TYPE �0oav9ag Ipsfl C1 C2 C3 C4 C1 C2 C3 C4 Cl C2 C2 C4 W N tPsfl CS C6 CS C6 ,Xu m (psf) C7 C8 C7 C8 Ila"x t-3/a"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0' 16.0" 16.0" 12.5" 16.0" 11.9" 13.5 114"x 1-314"EMBED 39 16.0" 16.0•' 16.0" 16.0" 114"x 1-314"EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 107" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" _ (MIN 3320 PSI CONC) 58 12.5" 16.0» 16.0" 16.0" 12.5" 16.0" 89" 11 1•' 12.5" 16.0" 8.0" '0 3" (MIN 3320 PSI CONC) 55 16.0" 16.0•' 7.5" 16.0" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" ^^ Tcap(lb)=483.00 72 12.5 16.0 13.0" 14.3" 12.5" 16.0" 8.0" 10.3•• 12.5" 16.01' 8.0" 10.3" Tcap(lb)=483.00 65 14.2" 16.0" 6.0" 16.0" Tcap(lb)= 386.40 65 12.9" 9.2" 8.5" 6.0" W Vcao(Ib)=475.00 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0' 8.0" 10 s' 12.5' 16.0" 8 0" -.0.3" Vcap(lb)=475.00 72 11.0" 16.0" 6.0" 16.0" Vcap(Ib)= 380.00 72 11.6" 8.3" 8.5" 6.C" a- - r ,- 114"x718"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 125" 16.0" 10.6" 12.." H 114"x7/8"EMBED 39 16.0" 16.0" 14.8" 16.0" 114"x7/8"EMBED 39 16.0" 16.0" 15.2" 10.8" O W Q Q ALL-POINTS SOLO SET 49 12.5" 16.0" 16.0" 16.0" 12.. 16.0" 10.2" 11.8" 12.5" 16.0" 7.5 g " W ALL-POINTS SOUR-SET 45 16.0" 16.0" 10.1•' 16.0" Ill ALL-POINTS SOLID-SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR { 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" v LEAD SHIELD ANCHOR * 55 16.0" 16.0'• 6.6" 16.0" V LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" _Z Tcap(Ib)=428 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1'• 9.2" 12.5•' 16.0" 7.1'• 9.2" z Tcap(lb)=428 65 12.6" 16.0" 5.3" 16.0" ZO Trap(lb)=428 65 14.4" 10.2" 9.5" 6.7" \'J Vcao llb)=429 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16 O" 7 1" g.2" U Vqp(Ib)= 429 72 9.8" 16.0" 5.3" 16.0" v Vcao(Ib)=429 72 13.0" 9.2" 9.5" 6.7" Z Z = tL `� 1/4"x 2"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7•' 12.5•' 16.0" 9.2' 12,6" 114"x 2"EMBED 39 16.0" 16.0" 12.9'• 16.0" 114"x 2"EMBED - Z W �I W Z X W 39 16.0" 11.6" 10.3" r.4' W �! - -4 Z ELCC PANELMATE 49 12.5" 16.0" 16.0" 16.C" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.-' 9.g" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" W Z 0 IL Z (MIN 3350 PSI CONC) s 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4•' 12.5" 16.0" 6.2' 9.6" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" = Q a Tcap(lb)= 372.00 72 12.5" 16.0" 10.0" 13.3" 125" 16.0" 6.2" 9.6'• 12.5" 16.0" 6.2' 9.6" Tcap(lb)= 372.00 65 11.0" 16.0" 4.6" 16.0" Tcap(lb)= 297.60 65 9.7' 7.C" 6.4" 4.6" -1 J �- ll X Vcao(ib)= 565.00 130 12.5" 16.0" 6.2" 9.6 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2' g 6" Vcap(lb)= 565.00 72 8.5" 16.0" 4.6" 16.0" Vcao(Ib)= 282.50 72 8.8" 6.3" 6.4" 4.6" �[ 0 1 Ila'x 1-lirEMBED 39 12.5" 16.0" 16.0" 15.d" 12.5" 15Z" 7.8" 9.9" 12.5" 12.6" S.a" 7.9" 1/4'x 1-114"EMBED 39 16.0" 16.0" 7.5" 15.5" 114"x 1-114"EMBED 9 12.6" 8.2" 8.0" 5.2" �Q Ei• K Q � LL � ELCO TAPCON 49 12.5" 16.0" 12.7" 12.5" 6.25" 12.3" 5.2" 7.7" 6.25' 10.0" 3.8" 6.2" ELCO TAPCON 45 16.0" 16.0" 5.2" 13.4" ELCO TAPCON 45 58 12.5" 16.0" 8.7" 10.5" 6.25" 10.4010.9" 7.1" 6.9" 4.5" LL " 4. ' 6.5" 6.25" 9.7" 3.6" 6.0" 55 11.0" 16.0" 3.4" 11.0" 55 8.9" 5.8" 5.7" 3.7" Trap(Ib)= 218.00 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7' 3.6" 6.0" v Tcap(lb)= 218.00 65 6.4" 14.6" 9.7" Tcap(Ib)= 174.00 65 7.5" 4.9" 5.0" 3.3" Vcao!tb)=398.00 130 6.25" 9.7' 3.6" 6.0" 6.25" 9.7 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" O Vcap(Ib)= 398.00 72 5.0" 13.2" 9.7" O Vcao(Ib)= 318.00 72 6.8" 4.5 5.0" 3.3" ,, 1t4"z7i8"EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" i6.0" 12.7" 10.:i' 12.5" 16.0" a.d" p.3" m 114"x718"EMBED 39 16.0•' 16.0" 12.4•' 16.0" 1/4"x718"EMBED 39 16.0" 12.3" 10.4" 7.8" ALL-POINTS SOLID SE", 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5 8.2' 12-5" 16.0" 6.2" 6.5' Z LL-POINTS SOLID-SET 45 16.0" 16.0" 8.5" 16.0" C-) ALL-POINTS SOLID-SET 45 14.2" 10.7' 9.0" 6.8" LEAD SHIELD ANCHOR x 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6 6.9" 12.5" 15.9" 5.9" 6.4" O LEAD SHIELD ANCHOR 'R 55 16.0" 16.0" 5. 16.0" U LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" z j Tcap Itb 358 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9'• 5 9" 6.4" 3 Trap(tb)= 358 65 10.5" 16.0" 4.4" 15.9" ?� Tcap(lb)= 358 65 9.9" 7.4" 6.5" 4.9" Vcao tib)= 249 130 12.5' 15.9" 5.9" 5 4" 12.5' 15.9" 5.9" 6.4" 12.5" 15.9•• 5.9" 6.4" O Vcap(lb)= 249 72 8.2" 16.0" 4.4" 15.9" O Vcac(Ib)= 249 72 8.9" 6.7 6.5" 4.9" LLI 114"x,,-114'EMBED 39 12.5" 16.0" 16.0" 12.2" 125" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" -J+ 114"x 1-1/4"EMBED 39 16.0" 16.0" 7.1" 14.5" JO 114"x 1-114"EMBED 39 11.2" 8.0" 7.1" 5.1" I Z ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7' 6,25* 11.6" 4.9" 6.0" 6.25' 9.4" 3.6'• 4.9" = ELCO PANELMATE 45 16.0" 16.0" 4.8" 12,6" 2 ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" -J IK 58 12.5 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" ` 55 10.3" 16.0" 3.2" 10.3" * 55 7.9" 5.6" 5.0" 3.6" LL Lu nl Tcao(lb)= 204.75 72 6.25. 12.4" 5.5" 6.5' 6.25 9.1" 3.4" 4.7" 6.25' 9.1" 3.4•' 4.7" Tcap(lb)= 204.75 65 6.0" 13.7" 9.1" Trap(Ib)= 201.50 65 6.7" 4.8" 4.4" 3.2" z ' Vcao libf= 233.50 130 6.25 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcao(lb)= 233.50 72 4.7" 11 = N 'Q Vcao(Ib)= 198.50 72 6.1" 4.3" 4.4" 3.2" (Q �i I LL 0.75" 0.75"EDGE DISTANCE 1L S LL 'Z 0.75" EDGE DISTANCE 0.75"EDGE DISTANCE 1/4"x THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 3.9" 3.9" 114"x 2"THREAD 39 16.0" 16.0" 12.4" 16.0" Ila-x 2"THREAD 39 7.5" 6.5" 4.8" 4.2" !,� ; PENETR.LAG SCREW 49 12.5•' 16.0" 16.0" 6.0" 12.5" 16.0' 8.6" 3.8•' 12.5" 16.0" 6.2 3.1" PENETR.LAG SCREW 45 16.0" 16.0' 8.5" 16.0" PENETR.LAG SCREW 45 6.5" 5.7" 4.1" 3.6" n� 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16 0" B.0" - lJL CV \/ :�( S5 16.0" 16.0" 5.6" 16.0" 55 5.3" 4.6" 3.4" 0 t J T.:ao Ib 359.53 72 12.5 16.0" 9.6" 4.1" 12.5" 16.0" 6.v' ':-µy 12 F" 16 6 `''• Vc2e!Ib)= 82.97 130 12.5" 16.0" 'Iq 0» a Trap(lb)= 359.53 65 10.6" 16.0" 4 4" Tcap i = e 6.0" ' 12.5" 16.C" 6 0" :. 12.5" 16 0" 6 0' 16.0" P(b) 359.,.3 65 4.5" 3.9" O C�. ' - Vcao(Ib)= 82.97 72 8.2" 16.0" 4 4" 16.0" Vcao(lb)= 82.97 72 4.1" 3.5" ~ :14 x 1-12"THREAD 39 12.5" 16.0" 16.0" 7.7'• 1...5" 16.9' 8.5' 4.8" '2.5" 13.5" o" 3.9" 914 x t-112"THREAD 39 16.0" 16.0•' 8.1" 16.0" 914 x 1-1/2"THREAD 39 7.7" Z _ 6.2 4.9" 3.9" L PENETR.�.VCCO SCRIFN 49 12.5" 16A" 13.6" 6. " 12.5" 13.2" 5 6' 3.8• �=-.25" 10.7 `5•• 10 4" 3 �,» C PENETR.WOOD SCREW 45 16.0" 16.0" 5.5" 14.4" � PENETR.WOOD SCREW 45 6.6" 5 4" 4.2" 3.4" � � _ ' 58 12.5" 16.0" 9.3" 6.2. 11.2• 4 3 O r'. 6A" �' 12.5" 14.2" 6.3 4 ,' E.25" 10.4" 3 E' >j%:�' 5, 04" O 55 11.8" 1 3.6" 11.8" O 55 5.4" a.4" 3.4" Trac. )= 234.00 i 2 $2 1 9 b f; i �.•. . � Tcap(Ib)_ X34.00 65 6.9" 1 _ ` Vc,c:Et)- 45.74 130 6.25'• 10.4" 3. E 0. 3 c a 5.7 10.4" Trap(Ib) 234.003.0" _ c" ._» 1 4' :.x>. » r.. aw, 2 .a; 65 4.6" 3.7" Ct` 25" 10 y�;%•. Vcao(Ib)= 96.74 7 5 ' U- 3" 14.2" �ci 10 4" VC2D(Ib)= 96.74 V i t6`z a.3 _ 39 125" 16.0" 16 v' .3 '." ;2.5" 16.0" $ . 6.1" 1..5" 13 4" c. o' 7:16"x 5/8"EMBED 39 72 4.1 3.3" 3.0" "=',1aEL 16.0" 16.0" 7116"x 5/8"EMBED ` 8.0" 39 13.0" , 6?aSS 6L'S�lNG 3 49 12.5' 16.0" 13.5 '0 3" 12.5" 13.1' 5 3 5 4" 6.35" 106- 4 5 16.0" 9.2" 8.2" 5.8" r BRASS BUSHING 8 4 � 16.0" 16.C" 5.5" 14.2" BRASS BUSHING 6 45 11.2" 8.0" 7.1" 5.1" SC-PEW x 58 12.5" 16.0" 92" 8 - 6.25" 11.1" 4 3 5 5.Z5** 10.3" 114-20 SCREW 55 11.7" 3 ! 72 12.5" 14.0" 6.2" _ 6.25" 10.3 .. c" _5 0 615" 10.2 =^" _ 5 16.0" 6" 11.7" 114-20 SCREW 55 9.2" 6.5' S.8" 4.1" 1, Tcap(Ib)= 231. 0 65 6.8" {•• 65 7.8" 5.5" 5.1" 3.7' __ 20 1v.. -V„ 1� - _ ,� 15... per• Tcap(lb) 0 ^�•• �, `dry 1 P( 231.5 ` - ' Vc3c 't~'= 3G.`50 -- 14 C'• `` -•0 vcao(lb)= 232.50 72 7.0" 5.0" 5.1" 3 7' _..= =_-+Q =^"\\G .±Z =_ tel.• - - - __ ?`-"-_ - - - - _ _ -_�-•_-• _ _ 7 =_- --e-C,- _�t ...: ._- .. _ -• 7- D ._. \ _ ._-G-- - _. 7_ - c •,,L^ .- _ ,- ....\^• v -. - _ `_ ...` - - ..... -_-_ \ _ _- _.. _� \ .r�'a-�'e e• ._ :':. :w�:.. _,V,._�.'••��fy NGAA -\ _ �^.\c:',\ - =c _ _ _ _ _ _ _ -_ - -- - - _- -_-- _ - 5" --__Ca = -_ - - t w nm::tzm -- •-_\- _ ._ -^ '- _ _ _ ._._...- -\...--. ... -. _ .._I.-. }M��lSili'4�fi4C tr3Y:j� • _.�_ _ �- 7i _ .._ ,. ,� _' � -�tip. �_"�' { . -7- 3,&4, " �'i �'+ { �• { i 1y!' . •-^^'..-ted � 1.4 H.�... Gt 6G 75 .483 U �I i/2 s u 94�- OC-} r�ZC'r 465 500_ s S + *n, �7c t, r ! o i ' {�, i.S2 1 TOC-'.. .:r #" '3''".:.c .0� I .Ui2 y,69 •.CS2 { -' 9 ?--'�1: "_......:.-.�.M � { { , t2 1 }�t4 I t 12 TY�+7D 13 1 L�t2 4- , = -w n..�ll {! { r� � 'tom 1.2rlo p •t 47 ^+ t`�-'tiI t± I o{.- til• t2 i2 2 wt 1 a oa G i..i0 tl'. Ir � � � w { o pi^e r„�.F..,�_ w�:•'�� Q' all 'p E 41 �o, Q _ t2 t2 -'b• 'p OSS- ter �{w� V• EN� SL.MTw G+ C is m 91 S�[2` ' U at S 6-0-0-{ 1070.500�t1ar1. o �+ trlsi ( I� w 6� SCALE:HALF SIZE ° ,F G r4 ~ t 1 � t 1 t 1 N�` �,.-.� .__. 1 'r F 1 ►1 � o �_�__ 1 {� i t o "ii .�� I { �-•--_,ei• � �{� to N r� a� i" `" !{(t r` it 4 H +„ I �� 1 250 '� i ua v m. I' `�• � e'= Jr I1 .39' Pi r .9t:S Q t u `2_14-i--`- 1.193 - i P/ o ►3 711 t _ ;5 3 3- -- W IA C a a� 0 � 11 II••ti N IP'It.E �� 40 SW �.r0� ^! 0.326 0620 rt. 055 n~-� FWD / ua� rc 1 {1•_0 5-3- t i w.OSS 11..053 t2 a 076 t2•.075 t2 0.076' 1 840 t2• 076 t). 091 t3 . 175 13, 047 .0501 V .282 B HEADER-DER � »� : ��OUNTED F9EADER-WJ4LL MOUNTED BUIL D-OUT VALL 1iEADER ��SILL-WALL MOUNTEDOAD1. SILL-TOP OADJ. SILL-BOT. FLAT ENCS SLAT TYP. SLATSSCALE,ttALF SIZE SCALEHALF SIZE SCALE=HALF SIZE �3 SCALE•HALF 312E SCALE-HALF SIZESCALE:HALF SIZE U SCALE;HALF SiZE O SCALE:HALF SIZE � r 277S 2.984 3 245 �. 3.465 V z C3 > a E Q 2.586 2.795 3.049 �_-� 3.267 uj t- mwl A52 I a_993 l 38 381 1.4 t 478 l 1 _ ADAPTER SLAT Z; > a Lu S j s10 t.o. �, S w 1 ' 0 ftALF SIZE j{ 63G'�jJ. o .6300.0. i�cv w r. .165 I 0 P� " w .16S i O. S Is 1 O. 28S O.D. F 1"Y� 16SIO.O. .285 0.0. 218 �.28S 00. 265 O O. _ o �f of I �` S$ � °•�lydTS?: °- C tt �._- 060 a h 2L8' i" f- : 060 ! THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH w 050�� IgSQ ^ 11060 L �� " I s•„1 r)a 1 05C - I vt THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE tNOA7 BY o J p „ 1039 o 0 0 0 1.039 �' f {W�apli Q MIAMS-OAOE COUNT Y PRODUCT CONTROL DIVISION FOR THE tuGM VELOCITY HURRICANE N N { { ZONE IHVHZI OF THE FLORIDA BUILDING CODE. 060 t m ~ a .060 ° r ,rN. '�`+ i 5..ttin + m 060 •�• �9 !t 11 66 1 aha Z= }:060 ( 2 a��=m I tv Z. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE Ono 0 060 .3L5 { Ob0- c 060 .345 4` 11i 1I1 O APPROVAL DOCUMENTS A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN r i-r a# I= atM o THE FASTENER AN.4LY5IS. �!~ ►ba Le r801iR 8 .o ro 09S J 'D 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING c - 442L i;0B I 095 442 P' c 0 a°oo THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 250 250. WINO VELOCITY, FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-96. 949 912 t 942 �tit9+lliii '• A DIRECTIONALITY FACTOR OF Ko ■1.0 SMALL BE USED. 1 .919 ' opt It .cc 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION 1'391t'q<w-1 ® FDR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. L891 1891 O o1 S. THESE APPROVAL DOCEUMENTS COMPLY WITH CHAPTER 61G1S-23 OF THE FLORIDA W ADMINISTRATIVE Coo CENTER MATE 9 CENTER MATE 2 CENTER MATE 1 I1N/LOCIUNGROD) CENTER MATE 2 (wrLOCKING ROD) 1 II S. THESF APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR SCALE:HALF SIZE ' SCALE:HALF SIZE �a SCALE:HALF SIZE SCALE:HALF SIZE 4 )fie 1 PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 09 C% HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES n NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES - :3 DETAILED HEREIN. V.7.KNjZ�1 H N 1 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID PRQFfSflpkllL ER Ix THE APPROVAL DOCUMENTS. Fl Ito: OOit»aD STAINL2812 e. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS.THE ASSEMBLY STEL 37S 375 � r 955 n ASSEMBLv 375 t1S -I t0 BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: ^' •3200 HOLE 'r- L85 1 I 040-R 392 214 Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED.SIGNED.DATED AND O SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH ETAIL o LT 1' 1 t �� Ills "- i r 322 0 o NYLON WHEEL I ®! .222;, 050 322 r / AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SMALL BE SUBMITTE. 0 THE o RIVETED tN I I 1 ! o �,'-' 0. PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL + w PLACE I 1 a 1 I o i t ,o� r r`- I p i 2tL 2002 GRANTING HIS/MER APPROVAL. '+; 058 t 1 I I P i 1 +�+� -t-0-97 j B) REQUIRE Tto HAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND t 1 I 1 SECURED FROM THE MIAMI-OADE COUNTY PRODUCT CONTROL DIVISION. 1100 ( 251 1 1 -` o :1080 I +, 230 1 I F2taX 37611 188 I „T: a7 WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS,ONLY OPTION-B- SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. loo Doo I «a«N• a N 10 MAX. -m 1---. 1.322 _ i i-HIM -S-MAX 7W.AT EVERY OTHER }--�s"MAX 1 400 I t tt • : "u:, : „ •- = 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. INSlOEJOINTATTOP. TOP BOTTOM CARRIER - ►i p= a t0 1/d'THICK STAINLESS STEEL• o "a a M• = N -„ GUARDIAN HURRICANE I LtN PROOJCS,INCMIAMFORI� DANGLE ROLLER ASSEMBLY ®BUSHINGS INSERT OLOCKING ARM M~_oADE CONN PRODUCT APPROVED �9 SCALE:HALF SIZE 'a SCALE.HALF SIZE � SCALE:FULL SIZE 13 SCALE:HALF SIZE �4 SCALE:HALF SIZE c y N� N • . • • U 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE O WITHIN Ie- OF CENTER IVER7 1. LOCKING MECHANISM SMALL BE LOCKED TO PROVIDE a Q HURRICAF:. ',ROTECTION. 11+ 0��20 y Y Y Y x a / 11. STORM St, "R EXTRUSIONS SHOWN SMALL 8E 6063-T6 ALUMINUM ALLOY.U.O N. 360)t0 S�sO PRODUCT REVISEo ` • �� e„ , ••N n �; V P`• 4; r - 080 0 t3S-R . 172"t O. t { I � 0.375'R% ,C* -c TO BE 2024-T4 ALUMINUM ALLOY STAINLESS STEEL, 2.373- ! ttJ °.:� 1t o ' r O.t35-R AS Complying • a« - 3 C .t 12. ALL SCRE _ V OR GALV +TH A MINIMUM TENSILE STRENGTt�OF 33 K.S.I.,U.O.N. ` .612- O D. t1- .-- o o {� { r 8aldln$COde POP RIV L 052 ALUM.ALLOY,U.O.N. 158 tt0` 600 I r IUJ 0 SOS'R m O Acceptance No Z-'0605.07 6 + +i• . .4 13. TOP ANC IE INTERCHANGED AS FIELD CONDITIONS REQUIRE. o £lpintlon Datc o0 p•e• ,� [ 07/_2_3/19_96 t4. FLOOR ABLE AT NON-STACKING LOCATIONS. USE rt--�. l N 211 r2ya 121 1� t2 { tp y�150 -0315'R a 110 AS NU i(O M(R rg REMOVA WER$ CALK-IN ANCHORS. C= {�t jay (►cei• prarn Oq 1S11 tl..Oss 483 els 14e3i r .0 zoo Miami Da roduct COntrul t 0 1.350- SOD- t2 •.076 paa qtt by cnata•p O 1 8 4 0 1)IYt3inn C lOtR10A1AU 1r �r a..��^v�� WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE ®_$�� a LOCKING CLIP FLOOR MOUNTED BUSHING (NYLON) SHIM (NYLON) I_ _ tL �S SCALE:HALF SIZE �6 SCALE HALF SIZE 1� :.CALE nxLF St1L 1$ �CALE HALF 512E ^shrel 14f 6_{� SINGLE ARM LOCKING CM f& BUSHING 12a VARIES-NO LIMIT MECHANISM AT CENTER 12 OR SIDE OF SMUT TER NYLON HANOLE LOCK MAY BE INSTALLED ON � TOP TRACK INSIDE OR OUTSIDE OF SHUTTER SECTION '' —1/16-0 0 x 0 6 "LONG NYLON jQP BUSHING 12 t l I I I I O z PLAN VIEW 010 x 2"SMS MANUFACTURED Z � z s II Z r, 14 �1 " 0. ( STEEL W/XYLAN 5200 FLUOROCARBON W 11± W B' ALT LOCATION OF DOES FWT�� e- °, SINGLE ARMLOCIO COATING 1 460"m><.OSO"THICK 300 a ACSIDE nECHANISn �� a SERIES STAINlE55 STEEL WASHER H < SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (TYP.TOP&BOTTOM) U.1u c a 2 N.T.S. t—o N W. r H.T.S. _ r W __ Q N N SINGLE ARM LOCKING O I V o S � b MECHANISM AT CENTER YLON M IWi1 OR SIDE OF SHUTTER. O . w MANGLE 3/B-O.D.x 0.90"LONG NYLON _ vl � ;' u = LOCK MAY BE INSTALLED ON n INSIDE OR OUTSIDE OF SHUTTER emu N N ,I � � X]C.L.IiIS+ BUSHING 12 yt ac I 010 x 3"SMS.MANUFACTURED Z v,1 a _ FROM 0410HT STAINLESS STEEL 0.7 ,� r W/XYLAN S200 FLUOROCARBON��JJJJ COATING& .460-0 x .DSO" THICK 300 = � Q o W L LOCKING MECHANISM �I SERIES STAINLESS STEEL WASHER UL7 a6 o CAN BE LS III"ABOVE tTYP.TOP&BOTTOM) Z BOTTOM TRACK OR BELOW CENTER " (DOESNAMLOCJE SINGLE AWA LDCIO tL~ E ISEE NOTE 61 SCREW BUSHING & ROLLER/ C OPTIONAL CLOSER HANDLE BUSHING ASSEMBLY Wa Z N TYPICAL ELEVATION SINGLE ARM LOCK N.T.S. SCALE:HALF SIZE z� N.T.S. — II) O IBM ON N FASTENER(s 24'O C. MIN SHUTTER SEPARATION FROM 01 FASTENER IID 24-D C. )SEE ANCHOR SCHEDULE FOR �P1J00 WID N ISEE ANCHOR SCHEDULE FOR MIN.SHUTTER SEPARATION FROM ANY ACCEPTABLE wNCMORI. GLASS.[SEE SCHEDULE SHEET Sl. FASTENER ES 24-0 C 2"MIN C—MM ANY ACCEPTABLE ANCHOR) GLASS.ISEE SCHEDULE SHEET St. FASTENER Ea 24-0 C. 2-MIN DISTANCE TO BE MEASURED EO FROM T-MOM DISTANCE TO BE MEASURED FROM BACK Of SHUTTER BLADE OR FROM ISEE ANCHOR SCHEDULE FOR ANY F„i„1m0) p BACK OF SHUTTER ASUSLAE OR FROM tSEE ANCHOR SCHEDULE FOR ANY HANDLE WHEN MOUNTED INSIDE.�1 ACCEPTABLE ANCHOR). ® =P,�� HANDLE WHEN MOUNTED INS 10E.� ACCEPTABLE ANCHOAL ® T.-010) y 01 INSIDE CLOSURE � 'jaw O -T-HANDLE w/ EXISTING r�i00 e INSIDE CLOSURE EXISTING SHIN GLASS 6a JF'm p -T-HANDLE W/ GLASS 6a O7 LSHIM Sao Z .AC O t �i; ® • at J0 GjI LL It ,a _ (- r 1B c N is u i IDB• Too• Co �` O VJ.KNEZEY14 ,t - �O O `\—E) (TYP.) PROFESS aMN tin A O J tTYP) J� \` I h tTYP 1 I 17 6-1/Y FLUco,Io° � Q ` 1] 6.2/2- 1 - . ♦Ot SINGLE ARM LOCKING I � SINGLE ARM LOCKING MECHANISM AT CENTER ' ! MECHANISM AT CENTER ' OR SIDE OF SHUTTER WOR SIDE OF SHUTTER. LOCK MAY U INSTALLED ON _ 1 LOCK MAY BE INSTALLED ON / INSIDE OR OUTSIDE OF SHUTTER ® INSIDE OR OUTSIDE OF SHUTTER 1 9 200 a OPTIONAL PLAN VIEW _._ IL TYPICAL PLAN VIEW SCALE: 3- = 1'-0" SCALE 3- a N � r m °gy$f $ jai" N ~ N\6 /t-MIN. ISI SEE FASTENER SCHEDULE 1-1/2'MAX o a SO-0 y �0s� ® ASSEMBLY )1) O ALUM ANGLE W/ ACCESS H i- 4 N N 7/18'®POPACCESS HOLE PRODUCT Rl:dlS£l4 m EXISTING r as complying with the Florida Q 0 T RIVETS LM 6-O C. STRUCTURE B®idingCodeAcceptance No®z'D60 5.07 ( iripif76i00 Valk O0 Q3> By ioT/23/T9961 et ala Yr a.sh 6qL fYtE e' I @�8laeai Uad rodnct LOOtTVi � R� p /DINT BETWEEN N SHEET 3 p t REMOVABLE AND FOR COMPLETE INFORMATION I llitiiiiOn noslgh 21q ch°taoe b FIXED SILL ---� VHI r �Vax SEE SCCTKIN 0 O O no a SECTION USED'svTTN'ptECES AND 0 0'--i7 �_J �]r.1Nf3V1�F1E Fl®0 TF$A '.d C31,A1L L[�Ckt;oli9 PIN �__ '" �i Z o!� 71 CONT -FOR LARGER SPANS D EXISTING CONCRETE,MASONRY USE TWO 2-a S"AL ANGLES ISEE EXISTING CONCRETE,MASONRY EXISTING CONCRETE,MASONRY EXISTING CONCRETE,MASONRYR ANCHOR STRUCTURE. SEE �— OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE SEE OR WOOD STRUCTURE SEE _ SCHEDULE 1 TYPE ClC) FASTENER,SEE ANCHOR ANCHOR SCHEDULE.TYP. ANCHOR SCHEDULE,TYP. ANCHOR SCNEOUEE.tYP. SCHEDULE REFERENCE ANCHOR SCHEDULE.TYP. CONLECTION-TYPE T' Z-22"■PESO"ALUM FASTENER,SEE ANCHOR O 0 SEE ANCHOR UT 00 NOT EXCEED TYP.TDP L BOTTOM EMgfp FASTENER, B SCHEDULE REFERENCE SCHEDULE REFERENCE g-V2-SPACING EMBED TUBE EMBED CONNECTION'TYPE 1• CONNECTION'TYPE 2- -- • S/g-MAX. - 1/L-20 MACHINE BOLT W/ - NUT (m 12-OC.ITYP,TOP F 1/2 L / ROLLER ASSEMBLY 12 ° FASTENER,SEE ANCHOR 1/7- &BOTTOM) y J f t/2" TYP.EVERY OTHER PIN a SCHEDULE REFERENCE n O ( � nml o S z SL = CONNECTION-TYPE 3' _ In r $ >rs W ► - u w 1/L'MAX. 1/L-MAX. Z_r * tai/ M tO 1/L'MAX. N tltl lJ MIN SHUTTER SEPARATION Wy W a Y p FROM GLASS ME Tull�j <V. z Q p 2 2 VI _ = SCHEDULE SHEET SI Z a.0 p .an u w SHUTTER SEPARATION FROM a Val~ s. -C a w+ MIH SHUTTER O a s s- GLASS IL MIN.SHUTTER SEPARATION FROM N J a W lJ K SEPARATION M N OR DOOR R, '^ 3 Z GLASS ISEE SCHEDULE SHEET$I _ �' a b FROM GLASS ISE[ 2 s N =s GLASS(SEE SCHEDULE SHEET Sl a o�, ¢ o N S ,r aCc SCHEDULE SHEET S)• W OWN 3/16-0 POP RIVET O W ON O ~ O W <� OR w12 TEK SCREW �� 0 a g ~ ' NN� W y GLASS 7 a7 0C > FFF� > > (d 6'O.C.ITYP,1 a N X u OR DOOR 1 Z 1f 0 Q W I� W GL DOOR N a"I N X Z OR DOOR i Ol GLASS3'3/L'MAX7X = ).)/16'MA%. N I u 2 GLASS 1 X Zu ObQS X Lv X �1 ALT ANGLE LEG a -N a 1:t° Go z >' U = �� ASSEMBLY i ff— W N DIRECTION ITYP ` ` = N z m In N I 08 1-■ 1-A GL ,z N S r�•I 2 ALUM ANGLE 52 W/3/16-0 POP �-3/16-0 POP RIVET-AWL-MAX. IIt�� E — RIVETS Ca 6'OC. (d 6'O.C.(TYP.} _—. Lu s- J D. W vL"MAX A O N O�-° 1/L-MAX. Lfl�I r N 1/L"MAXMA% W 0 O tt 11/2•' 1 I7 11 OPTIONAL FASTENER Ol TOP b BOTTOM O p z IY n ——�' LOCATION IN LIEU OF ANGLE n /2" �O3 :j SUPPORT-STAGGER - — D !' ANCHOR VL'OFF CENTER FASTENER,SEE ANCHOR _ _ - EMBED O REFERENCE CONNECTION CONNECTION REFERENCE FASTENER,SEE ANCHOR v CONNECTION'TYPE 2- EMBED CONEOULE REFERENCE FASTENER,SEE wNCHOR HYPE 4• CONNECTION-TYPE 1• j FASTENER,S[[ wNCHOR FASTENER. REFERENCE tl CONT -FORLARGER SPANS BUT 00 NOT EXCEED 0-112- .I SCHEDULE. REFERENCE CONNECTION-TYPE 4• 1/2- EDGE DIST neE USE TW 2-a S-AL ANGLES(SEE SPACING 9 \ / CONNECTION'TYPE t• EDGE DIST SCHEDULE 1 TYPE CI S/g'MAX. t- V S/g-MAX. S/B-MAX. ® ces F-1n0)YI ¢.-(0 a N :! Inennsn T SECTION CEILING/iNSIDE MOUNT SECTION BUILD-OUT MOUNT SECTION BUILD-OUT MOUNT SECTION ® Q WALL MOUNT OSCALE:3' s 1'-0- SCALE.3- ■ 1•-0" OSCALE: 3" - 1'-0- F� 84 N O SCALE: 3" = 1'-0" D � �04 �omin o0 EXISTING CONCRETE,MASONRY a OR WOOD STRUCTURE SEE too ® Z �.. 11 ANCHOR SCHEDULE.TYP. me<.IX 'O EXISTING CONCRETE.MASONRY ~4 NQ W-t wi FASTENER,SEE ANCHOR OR WOOD STRUCTURE. SEE I a O SCHEDULE REFERENCE ANCHOR SCHEOULEoTYP. I / CONNECTION-TYPE S• Z EMefO BUT DO NOT EXCEED 0D --- 6-SPACING 1/L_20 MACHINE BOLT W/ EMBED FASTENER.SEE ANCHOR 04 d tt CONT. NUT A 12-OC.ITYP,TOP SCHEDULE REFERENCE -�- _ O 11 CONT. �b BOtTtk11 CONNECTION'TYPE 2' ®TYP.TOP b BOTTOM D {�j' I�v2' —ti v// Vj.2"K E;RHI// ` S/g- / ROLLER ASSEMBLY 12 W . 117 PItOfEf3 E HEIR / 1112- -• 1/2-1 / TYP.EVERY OTHER PIN O N �� rK t0y03 %_ CONT. t/L MAS - R W —O 00 TWO Ill._10 MACHINE BOLTS VLA-MAX, �1 ( w/NUT O� atL TEK SCREW _ p t7-OC tTYP.•TOP L BOTTOMI / z MIN SHUTTER z IL tL z a V• SEPARATION FROM GLASS z z M ZOO tT MIN SHUTTER SEPARATION FROM GLASS a a a Ian; SEE SCHEDULE SHEETS 'A ar V tSEE SCHEDULE SHEET S) a VI: a 'A 0 / GLASS ¢ o GLASS ( a pH M)N SEPARATION N 3 GL SS OR DOOR - a JW FROM GLASS SCHEDULE a 9-I/16-MAX I Iw ¢ �N � as SHEETS v aYo ~ e, a `1 = a 2 r Z Xo 11I XZ 8 a (D xc ALT ANGLE LEG DIRECTION X Zm Y-T/g' X E Z i •9, . N „ REVERSED ANGLE LEG MAY a �+ ' I nwx t a "�' wCO S Z x d� a .rs • .Ziai�.o°, O BE fROM ONE ANGLE OR FROM N » a u •° a n 90tH ANGLES ITYPi Z 'n ® vo->,+aao� N FwSTENER,SEE ANCHOR _ �I PIZODU4r T bFEVI�ED °'° •spy SCHEDULE REFERENCE 111.-MAX �'"'+ _ , - - 1/L'•MAX a$COBt�}I9'TR$WItII tOI�,E�IOP�L�$ X V V Y u p 1n IPI CONNECTION'TYPE S' I H N 0Ut DO NOT EXCEED 1/L'MAX Acceptance ce N ¢ 1 1 3 l;�i a 16 I- n a > s 2 aC O V o / p 0"SPACING 11 CONT. It/7' '^ ""• ACctptamcrAlO®�"'O 60�, a`:o s v O i-... • - .o �� - -'v?- EMBED 'I/1 Eaplrati0®Date '1 p p� a 3 S (7 FASTENER.SEE ARCHER FASTENER SEE ANCHOR r SCHEDULE REFERENCE I CO EMBED 3' -�- 'i I 11 CONT tt CONT SCHEDULE REFERENCE P.iiamf Da CONNECTION-TYPE 2' / t EXISTING CONCRETE,MASONRY Dsrisi0tf tTSCItECt trpatw! aa. -EMBED EMBfO 07,123,11996J S OR W000 STRUCTURE SEE As N61E0 �MCR� O /frS/0'MAX ANCHOR SCHEDULE,TYP stela Crevn 6y eo�.gn uy cAacaeO 4> o -:•d• -AX NOTE•. I lEO EEO E BOTT' -iOUNT DETAIL — p MAY LED AT TOP G . Ars..Inq no BUILD-OUT MOUNT SECTION FLOOR MOUNT SECTION BUIL!- >J \�sLALE '3` . r-o" - - CiteeY9 ot_Q j li E BUI SCAL • 3- a V-0- ---- GLASS ? GLASS o ° - MIN SHUTTER S/B"MAX OR DOOR MIN SHUTTER a OR ODOR SEPARATION FROM GLASS m+ SEPARA TION FROM GLASS 6063-T6 ALUM.ANGLE ISHSCHEDULE SHEET Si < tSEE SCHEDULE SHEET 51 < EXISTING EMB n N STRUCTURE n C N cc R W : THREE-1I4'0 THRU BOLTS W W ® _ O 1` 'I r MIN O z I w V 2 ,ryn O Z N p I1'�1 E T" Irt'1 ALUM BEAM tSEE BEAM X ► x Z;: ° w^li ,ryrl v V SCHEDULE BELOW FOR I I ry BEAM DESCRIPTION i I < a ♦♦ N ') MAX.HORIZONTAL SPANS) /NRfE S/t6'•EAIK-iN QC 7-1/e" � M--- Tf- EMBED IN CONC J - - t/L-20 S S.MACHINE SCREW Q a- D C.w/ t MIN E - � �'= 5 � a OH►IOIIOW BLOCK W/3-3/46" ° ` L NUT @ 12'0 C USE TMRU tL V soT p MIN EDGE DIST —� ° BOLT OR ACCESS►>QLE AS I W O (J 4...+ SHOWN W DETAIL 1 C i/L-MAX t/L'MAX. QO N I � 114'MAX, �1 � ry .� C� $ � W O 3 V1 W H K 1-W 9v` <' n E d ALT LEG a I VI-01 W I I I l QZ �� ~ 1 DIRECTION ynj iA N► i/L- = FOR WOOD PLATE USE 1/46-0 S.S. y� w j 20 S S.MACHINE SCREW L NUT a +Q=a EMBED tl-0 C PROVIDE 1'o ACCESS MOLE P 'i EMBED LAG SCREW w/1-7/L'PENETRATION ,W az N J+ I BACK SIDE FOR FASTENING INTO WOOD PLATE P 12-O.C. Z " N >< ED a X< W Q• tl ry Q z TWO WI.-•S.S.LAG SCREW PID _ TWO 1/4-0 S S.LAG SCREW QM t.l o tW� N L j=a PLYWOOD AND 246'OC MAX w/1-3/t'PENETRATION PLYWOOD AND J 246'0 C.MAX.W/1-3/L"PENETRATION Z � 7 14 z O Oo:,A STUCCO FINISH IN CENTER OF STUDS >- MIN SHUT TER SEPARATION FROM GLASS < <_ S/e- STUCCO FINISHW CENTER OF STUDS W r I " W �0, GLASS ISEE SCNEDtnE SHEET 4I i ,.+�+ MAX—tj + t's 3'.T/e'OR S/e' v ON DOOR .., A 9'.L-. 1/0- MAX—" 2-Is 6'P.T. fV 7 7 6063-T6 ALUM TUBE _ = m WOOD PLATE LUN ,^ NG 0 o (MAX.DESIGN LOAD=72 PSF) (MAX.DESIGN LOAD=72 PSF) (MAX.DESIGN LOAD 2 72 PSF) o ALUM, BEAM& TOP SUPPORT BEAM DETAIL WALL MOUNT SF.Ol'!ON - USING ALUM.TUBE OWALL: MOUNT SECTION - USING 2°x 6°WOOD PLATE SHUTTER SCHEDULE H SCALE.3- • 1•-0- ( SCALE:3" . t'-0 SCALE: 3" = r-o- ybe$ N SHu11ER BEAM \ DESCRIPTION SPAN SPAN a m in mm O 6a�V P-mmin NOTE: 1. USE BEA SCME uLE FOR Tw•.125' B'-0" 0'-t^ DETAILS�ANOt J N�nm 10• T-6' 2. SHUTTER SPAN i0 BE LIMITED W ~�Qai0a1 IT -0" TO THOSE SHOWN TABLE.SHEET S. . e6pp ® �� 146'.0- OI W �f O 2- e- 3. BEAM SPAN SMALL BE CONSIDERED -JOO r na1 Tr..072' 0'-0" 12'-0" AS THE DISTANCE FROM C OF SUPPORT 'C TO ILOF SUPPORT. 3ta,�„ Tf •.7246- 10'-0- 11'•1" ._ Id S.-o- n.-S. `F4�. Y Tr. 072- 8'-0- 0 1t . 2246' 0 t0.-0_ 17'-3" 1 � ^W i .0 GLASS MIN SHUTTER SEPARATION FROM GLASS ,o," VJ.KNE CN OR DOOR �•�•+ N L ISEE SCHEDULE SHEET 51 r W fROFEif [ER _ =o K oolos,63 1 < r•1�0 110K / d=�a - d L�zJ N uOX< I aW<s p % 'A =SIL4 2 Is. f s )/t0"s POP RIVET = 4X2 zN _2 9 2002 I OR @12 ILK SCREW ,J cCC999 + EMB (9 6-0 C. N�A 100 / Al � u A �- ^ _ O L O • @ a O V IL ---- •. 3/16.0 POP RIVET e„ • N ° OR a12 TEK SCREW 6'0 C. AL BEAM ISEE BEAM C m M • Fa'"r = ua CV C THRIE 4IF16"O CALK-IN 3-t/s- ° ACCESS I\ SCHEDULE ABOVE FOR Tf- BEAM DESCRIPTION t „. as O C w/1 MIN IMBt0 SIN CONC �. � = HOLE 1 \ x~ O u ^I MAX.HORIZONTAL SPANS) OM ON HOLLOW BLOCK W/ 3-3i46-ri� 1 1/L-20 S S MACMINE SCREW L �' - > MIH EDGE DIST m -2 1 D E + 4 I �I L T w I t-MIN ! ACCESS HOLE IN BOTTOM OF I- PRODUCT REVISED s ;+ S w p / , \ 1r- + SEAM OR USE THAASOLT As as cvasPlgd®g w3Ek the Florida • .o i• _L'= _ —s \ SHOWN W OEIAILW a -- ,_ _ \ — 7-. 7-. t/46-.o-e- gaiding Code ft �+ `y o' S O 4 .J 6063-f 6 ALUM ANGLE Ac"ptsuce MCC)Z ® 6�7•O ! ''t 1: _ • • � '^ EA Yoxd ° L- ExpIrAti30 Dat¢ O d31l- 7 s • L@•1� 07023>1796 i� THRf E-1/L-a TMRU BOLTS - �y ac•I. • -drawn 4y MA i I �s�^ALT LEG t+9d6t�iL3 roaiu:tCoatrol _ r.AX••r-: L_sHoreo)L— .Hca Li0fA303 d••.qn°y cns[46oddra-.nq no 0 (MAX. DESIGN LOAD:72 PSF) c BOTTOM SUPPORT BEAM DETAIL __00-$71 CIL T MAXIMUM ALLOWABLE SPAN SCHEDULE _ --_ - NOTES. - - i MINIMUM SHUTTER SEPARATION FROM CLASS(IN) A 1 REFERENCE APPROPRIATE COLUMN IN TABLE I BASED ON L POSITIVE num.SEPARATION MIN.SEPARATION 8FLOAD.' TYKA TYfl6 TYM C TY9l0 MOUNTING CONDITION IN FIELD. ! ACTUAL jOtiAIL®OR OCtAIL DESIGN FROM GLaSS FOR FROM GLASS FOR © a FOR DESIGN LOADS BETWEEN TABULATED VALUES.USE YSPAN INSTALLATIONS LESS INSTALLATIONS GREATER ALL MOUNTING DETAIL©WJ DOUBLE ANGLE DETAIL© LOAD IWIUFT -IIIABOVE CONDITIONS SINGLE ANGLE REQUIRED 9-3116-MAX,D 0. NEXT To DET LOAD OR LINEAR INTERPOLATION MAY BE THAN 30• CMESI GRADE THAN 70'ABOVE GRADE USED Tq DETERMINE ALLOWABLE SPANS. 1PSFI IINCMESI ttmCME51 E%CEPT 000 REQUIRED 3-3146-MAX.8.0. 3.3/t-MAX.e o 3 ENTER TABLE T WITH NEGATIVE DESIGN LOAD TO DETERMINE S-a d-7/8 I-1/2 NFT-WI tFT.INN IFT-Del IFT-I I MAX. SHUTTER SPAN 7_0 2-7/8 1-S/8 Soo a- t It- t t3- 1 It- 1 30.0 6-0 2-lee 1-S/6 700 13- 1 11 0 17_ t li -t t. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE ^ '' z 10-t it-S 10- 11 It-p ) 2-1/0 t- e, o z bI 100 It - It MIN.SHUTTER SEPARATION FROM GLASS. ^t ••1 f- f 10-t l0-0 )-3/t 2-)/t Z f., M In 160 12. t s-o z-09/6 1-V2 _IIn d d � SZ 0 It- 1 f-• f- 7 f- 7 -se0 It - 11 f-0 9-0 9.3 T -0 2-7/8 I-S/e $I-t- 1 - t- 10 t.0.0 0-0 I-7/8 I-S/8 W~ go. y ell 11 -1 _ t-t Il-0 ) I•••� n g Y C a 11 -6 t-6 tl 6 66a t0- it t-7 ®"] t-S tY-tt 3-3/4 ) 0 N 014 to- 9 t -1 0-3 0-S S-0 2-7/0 I-I/a Uy -3 t-o B-0 t-t 0. 0-0 7-0 2-7/8 1-S/8 S TS 0 f't 50.0 6-0 2-7/6 O• ~ lU S sit. t_S ►- 7 6-7 6- 10 it - 2 )-)/t 2-112 &A 419 W W e►• 5-9 6-6 s-f s-f 6-p aZ � �' '• ' +oo o ►-3 S-0 2-va t-112 � S-t S-t 3-S 7-0 2-7/6 7-SIB 00; N Z Nee 6 - 1 t-9 t-9 S-0 5-0 2-7/8 1-3/t z " Id m 1700 6 t t_ 7 60.0 II_a 3 I-)/t =w o W uoo 3- 7 t'S 6"S _ V 6 u00 3-t t 1 t - 1 t 7 �z rrv � tt-0 )-3Jt ) C o 1s0-9-4 - to 3 10 3- t0 t-0 2_716us8 • t -6 3- 7 )- 7 3-f 7 -0 2-7/0 1-S.2 LU as S n j 1100 t3 3- t 3- t 3-6 70.0 T/8 _ O I ue a t D 3.t ]-t 3-t _ 0-0 2- 1-748 LLUTA � In +voo )- ID 3 0 ) 0 ] 1 9-e 3 2-1/t = Z e�2• lose 3- 7 t - 10 t - t0 3-0 t0-t 3 2-SIB V V 1 Ito o ]• 2- IO S-0 2-7/6 I-1/2------ I -1/27-a 2-7/6 1-3/4 ----- 80.0 tl-0 I )1/8 3-1/9 7qi ` la- i t t 11e,8 S-0 2-7/8 1-112 /'� MID 7-0 2-718 9-)/t (� (1 I 2"Him 2-MIN. 7 FASTENfR IB at'O C. FASTENER(a 2t-OC. 90.0 6-0 2-716 2 sw ga ��tntn + (USE ANY ANCHOR IN (USE ANY ANCHOR W 3-316 3-)/0 E'• p 41 t+t�`M u ANCHOR SCHEDULE) ANCHOR SCMEDULEI ri-6 3-7/6 t Mhh�I pQ�� 7 T S-0 a-716 1.1l2 10atbW Al / 7-0 2-7/0 t-3/t r aT¢.. / 100.0 a-0 2-7/6 a e 3'00 C 9_p 3 2-3/4 to_ 3 7 3 Zr T R10 a 112-GALVANIZED SMS 94 t Dgaeut ] wt0 a 1/2-GALVANIZED SMS OR 3:16-0 ALUM POP RIVET 7 OR 3114-0 ALUM POP RIVET 0 ta'O C. - � - caIs-0c. i I t-.a 1:_09 OSS-.Y'a $-a.0955-, J 1• t"a 45S".Pad" t OSS-. a 3'a OSS':2- a t"s 455' 2' • 3-° DSS'.2-a c-t ass' ) OR 2-a S"►.ti4'AL.ANGLi - Q OR 2' z 5'a va;`At.ANGLE �O D G O VJ.KNI H PeOfEf N ! R A K U"n" 'PO 90981 t O ` OALT. CLOSURE DETAIL GALT. CLOSURE-DETAIL o L SCALE. Y' . I'-0" SCALE:3- m 1'-0- I i L ._2 9 2042 2-a.125- MIN SHUTTER SEPARATION 2 - - u'}°'d r. dALUM ANGLE CONT. FROM GLASS MEE SYHEOULE a - SHEE:T Sl .- q IA.. ,+, ••a s t0 t/tl" 0 062".THICK'_ a p i N ZRECESSE t"092"a - N r p i4 t0 3105-H32 00RLL s• a O ' +°a"'t 11110N M ALUs aNGLEOR8 1/t_;0 TRUSS MEA^.. 6063-T6.Atilfil S X80145 t NUS;WI- ` � n 0910 TEK SCRWS L - ALLOY 11tV BEL9JI_'OR !.V16'a ALUM 1 O !D„R 909 10C>t WASHER;91 POP RIVET;l7vPiif CONT-�;ESE6X"0C. a a.v+.-...�.via TEK SCREW OR 3.416-0 �N _ .. Y ALUM POP RIVET (e 2t-0 C \! \ PR01nJcT REvism) :T Ye7/t MAx Ct3Tae7 y Og 1Ydth the flerIJAALUM WISE 1e0a3-T6 ALlov � -" Holding Code ?°C L__�___. tW0 i1t"sl LASTENFaS EX157cce5^sT;tLaCtURLEACH ANGLE ItfF ANCHOR , �! t-T/sL- a k!sTINu-S ,I COULk O` 1�£Sda748NICS IdOI"1� 0 0�7.®� "o e v 4CHEDULE FOR AMY ACCEPTABLE �" s � rl:1d 3.0"s7 PSt CJ'iC tETF + ¢ @ 9tf'a�) -.----"'° • - ERpaCets0P8�AEe .,, ^�, D 'i �.• ANCnDRI LHALF OF CO'T - ( Ct+ p L e • 0' I. d C a 1 sl• - - _ 6666-v . USC MALE CA,ZMALE AS e � � ANY 5 c + ra csS7itaE ( 07/2 7/1`9b1 1 - aS _� Rf.S'IUiREO 1 • Jy P r �p atde ACCEAF!LC Ar e++�Ncp t fbltmau4 3R1" r0N1L1N:E COairul .s NoflD M.,, � �,?..°.. ,. i"'.,"`." t)Ili9itt:s - 4(0''.'.10.1�Y�tn•:.,••t y74!F v00 C I + Ora.lnq 1 c NTAILE;_� i ALTERNATE IF�_I'.?L°.-R M01�c�a' It I I> �� 0`87 p - � -..- t�5'T�)"'7_,_-' -.�_r.._.•._....•._ 6666.__-.r.�.......a.�_...__ • _ ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM SPACING(INCHESy REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN.2'EDGE DISTANCE MIN.3'EDGE DISTANCE MIN.3/4•EDGE DISTANCE LOAD LOAD SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (yr) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO us (W) S._g» g._p.. 9•_0" 13'-1" S'-B" 8'-0" 9'-0" 13'-1" z 5•_g" g•_p" 9•_p• z 9 PSF (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE t) (SEE NOTE 1) (SEE NOTE 1) = 5 ANCHOR TYPE MAX. (SEE NOTE i) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) V N J ANCHOR TYPE MAX. (SEE CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION ►�i ►°C- (SEE CONNECTION CONNECTION CONNECTION CONNECTION Uz ,7, o z TYPE TYPE TYPE TYPE �►_NOTE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE N NOTE -� 1 2 314 5 1 2 3 415 1�213 4 S 1�2 3 4 5 1 2131415, 1 2 314 S t 2131415 1 2 3 4 5 1) 1 2131415 1 2 3 4 5 1 2 3 1- 5 1 2131415 W 4 8.0 12 12 t2 7 9 12112110151 7 12 12 9 4 6 6 12 6 3 4 12 12 12 B 11 12 12 12 5 7 12 12 11 5 7 ? 12 8 3 4 48.0 121211 7 121212 8 5 111212 7 4 101012 4 3 7 Iyv Sad v 12 12 11 5 7 12 12 81315 9 12 7 3 4 4 11 5 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 12 7 3 4 62.0 12 12 8 5112 12 12 6 4 8 12 12 5 3 7 7 12 4 6 Q 0 N �a�ulluu�»m�uu� r` 62.0 _ - t/�"m woo0 LAG w/ ?2 0 12 12 10 4 31 6 8 12 ? 3 4 5 12 6 3 4 t 11 5 3 12 12 1Z 5 7 9 12 81315 6 12 7 3 4 4 12 7 3 4 0 1-3/4-MIN. THREAD 72.0 12 12 7 5 t0 12 12 5 3 7 9 12 4 3 6 7 12 4 6 v� q 9/4"se ITW TAPCON W/ PENETRATION SMEAR 92 0 12 12 5 3 8 ? 12 4 6 7 12 4 6 7 12 4 6 p� Q t_1�4~Mm.EMBEDMENT g2,p 11 12 7 3 5 4 it 5 3 4 tl 5 3 4 11 S 3 12 12 9 4 5 4 12 7 3 4 4 12 7 3 t 4 12 7 3 4 PARALLEL OR PERP. N W = ° _ - TO WOOD GRAIN 210.0 7 12 4 6 7 12 4 6 7 12 4 6 7 12 4 6 �W (MIN,3.100 P.S.I.CONCRETE) 210.0 4 11 5 , 3 4 1115 3 4 11 5 / 3 4 11 5 3 4 12 7 3 4 4 12 7 3 1 4 12 7 3 4 4 12 7 3 4 / * � 46.0 12 12 11 5 7 12 1218 3 5 12112 7 3 5 5 10 4 , 3 12 12 1216 8 12 12 91L 5 12 12 8 31S 5110 5 3 ANCHOR NOTES: a z W k ) 62.0 1Z t2 8 4 6 tt - b 3 4 7 11 5 /. 3 3 8 4 , 12 12 10 4 6 12 121713 4 7 11 6 4 3 9 4 3 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. o8 z ,� u t/�"�ELCO MALE/ _ ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE V W N p FEMALE "PANELMATE"w/ 72.0 12 1$ 7 3 5 6 11 5 3 4 9 4 3 3 8 4 12 12 8 4 5 6 11 6 3 4 10 S 3 3 9 4 3 SHOWN IN TABLE 1,SHEET S. _� o 1MAL MIN.Em 92.0 g 12 5 4 3 8 4 3 8 4 / 3 8 4 9 12 6 311- 3 9 4 3 3 9 4 3 1 914 3 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL z 7 ry L t/4-2o MACHINE 92.0 _/ ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN Oil W- S uI o ' SCREW WITH NUT 3 g 4 3 8 4 3 8 4 / 3 8 1. 3 9 4 3 3 9 4 / 3 3 9 4 3 .3 9 4 , 3 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER N� $ 0 (MIN.3.000 P.S.I.CONCRETE) 210 0 / / THAN OR EQUAL TO SHUTTER SPAN. N L 8.0 12 12 12 9 12 12 1211116111 12 1211016110 10 12 7 4 7 12 12 12112112 1211211219 12 12 12 12 8 12 12 1211116 8 z v / 13. EXISTING STRUCTURE MAY BE CONCRETE MOLLQW BLOCK OR W000 FRAMING. Wz m 04 v * 62.0 12 t2 12 7 12 12 12 9 S 9 12 12 8 4 B 7 12 6 3 6 12 12 12 10 12 t2 12 12 '7111 12 12 12 6 10 9 12 10 5 7 REFERENCE ANCHOR SCHEOULF FOR PROPER ANCHOR TYPE BASED ON TYPE OF �� sow t N _ EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING - - �� 12 12 tt 6 tt 12 12 7 1-1-7 9 12 7 4 6 7 12 61316 t2 92 1219 12 12 12 12 619 t2 12 11 5 8 9 12 10 5 7 SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4"m POWERS CALK-IN 72.0 '.. w/ 7/B" EMBEDMENT 4. ANCHORS SHALL BE INSTALLED 1N ACCORDANCE WITH MANUFACTURERS' o - 12 12 8 5 8 7 12 6 3 6 7 12 61316 7 12 6 3 6 12 12 12 7 10 9 12 70 5 1 7 9 12 10 5 7 9 12 t0 S 7 RECOMMENDATIONS. O N b 1/4-20 STAINLESS 92.0 STEEL MACHINE SCREW 7 t2 6 3 6 7 12 6 3 6 7 12 61316 7 12 6 3 6 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 .9 12 10 5 7 S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. N (MIN.3.000 P.S.I.CONCRETE) 210.® 48 p 12 12 12 S 8 12 12 9 4 5 12 12 81315 5 10 5 3 12 12 12 7 9 12 12 11 14 6 12 12 10 4 5 S 11 b 3 3 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING W000 FRAMING CONDITIONS wm�0 a VARY. FIELD VERIFY.THAT FASTENERS ARE INTb ADEQUATE W000 FRAMING o �t b2 0 12 12 10 4 6 t2 12 7 3 4 ? 11 6 3 3 9 4 3 t2 12 12 5 7 12 12 8 3 S B 12 7 3 t :3 10IS 3 MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR '°' t SIDE CLOSURE PIECES. `a q1q d t/4~o POWERS 7Y•p Z 12 8 3 5 6 11 6 3 1.110 5 3 3 9 4 3 12 12110 4 6 7 1217 3 4 5 1116V, 3 3 10 5 3 �4v�s 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER _000 ZAMAC s SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 �TUO. 3/4" Z :4 o NAIL-IN W/ 1-ve~ 9Y•0 9 12.6 3J4 3 9 4 3 319 4 3 3 9 4 3 t0 12 8 3 4 3 10 5 3 3 10 5 3 3 10 5 3 it aq~.- c. MIN.EMBEDMENT EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SMALL BE pe Omen 3 9 4 3 3 9 1 3 3 9 4 3 3 9 4 / 3 3 10 S 3 3 10 5 3 3 10 5 3 3 10 5 3 "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SMALL HAVE ffi �w00 (MIN.3.000 P.S.I.CONCAM) 210.0 i PHILLIPS PAN HEAI3..OR HEX HEAD. 48.0 12 911.15 it 11 6 3 10 10 S 3 3 6 3 12 12 11 4 6 12 12 7 3 4 it 11 6 3 •,3 7 4 �'` a� O Z a B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN o I t 52.0 12 6 3 4 8 8 L 4 7 4 5 3 12 12 8 3 4 9 9 6 3 5 8 5 6 4 BASE ANCHOR AND MAY HAVE EITHER A PAN MEAD, TRUSS HEAD. OR WAFER t8 t �1�umau�uumt / HEAD (SIDE W ALK BOL T y, U.O.N. V4 cJ I #Idt 72 0 tp 6 / 3 4 7 t 3 6 3 / 5 3 12 12 7 3 4 4 6 5 3 7 4 6 t 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Ilk t4 I t/4"a+ITW TAPcoN w/ 4 S 3 5 3 / 5 3 7 9 5 3 8 4 . 6 4 6 4 to 1-1/4- MIN.EMBEDMENT 92.0 n 210.0 5 3 /; / S 3 / 5 3 , 5 3 / 6 4 / 6 4 / 16 4 6 4 / 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE d SCREW. NUT OR WA.SHERED WINGNUT. �`� `- k• 0CH 48.0 1 11 5 7 12 12181315 1211217 3 S 5 t0 4 3 12.1212 b. 8 t212 9 t. 5 12 12 8 3 S' 11015 3 11. FOR BUILD-OUT MOUNT SECTION ANCHOR SPACING SHALL NOT EXCEED O's E Wi 4 6 1t 12 6 3 4 7 tt 5 3 3 8 4 12 t2 1d �. a2°12 ? 3 4 7 11 6 4 9 4 3 8-1/2" O.C. veovE alGuaeczy I ,k �! 62.0 121 0 _ w _ _ ra aso Eoo9oss. °D C$y tr4~ao Elto MALE/ 12. FOR BUILD-OUT MOUNT SECTION G ANCHOR SPACING.SHALL NOT EXCEED % FEMALE"PANELMATE"w/ 72.0 12 1 7 3 5 6 11 i 3 4 9 4 3 3 8 4 i 5 6 11 3 L. 10 5- 3 9 4 3 6" 0.C. _ n t-1/4 MIN.EMBEDMENT 4 3 8 4 3 8 4 3 8 4 9 12 b 4 3 9 4 3 3 9 -4 3` 9 4 3 00 3 1/4-20 MACHINE 92.0 9 12 S gSCREW WITH NUT 210.0 3 8 4 i 3 8 t / 3 8 4 / 3 8 4 3 9 4 _3 3 9 4 3 3 9 4 3. ^� 9 4 3 48.0 12 12 t) t 6 12 12 61314 12 12 6 3 4 4 8 4 3 12 t2 12 b 8 12 12i0 4 Fi 12 12 914 11 6 3 AY_ _9 7-O CL �ry a u :tr $ 62.0 12 12 1! 3 5 10 it 5 3 b 10 4 3 3 7 3 12 12 11 S 6 12 12 8 3 4 7 12 ? 3 .'. 9 S 3 « 72.0 t2 12 13 3 t 5 9 4 3111.18 4 / 3 7 3 12 12 10 t 5 7 12 '713 4 5 10 6 3 9 5 3 «t y wt.-*POWERS LALKAN ►y ® wI 7/8"EMBEDMENT 3 3 7 3 7 3 j 3. 10 12 7 3 4 3 9 5 3 -3 9 5` 3 9 5 3 L t/4-20.STAINLESS 92.0 8 10 S NE Sta£w 9 S / 3 '3 9 S 9 5 3 _ a wL - STEELAtr�I 3 7 3 '3� -rj - 3 3 9 5 / 3 3 s i « •E b y 210.0 3 7 9 i� i ' i /Y 1 4510106 3996 336s / 12 12 3 ;3' 74 » �`�'• ``Ei , 0 48.01272 ' o ' = u 3 4 7 B S 4 7 A. 5. 3 12 12 _8 -3 t 8 4_ b 3 5 B • - I/4-0 POWERS -72.0 10 10 h / 3 4 ? t 6 - a - ' zA`tAC- ~ a 5 3 r 5 3 / 5 3 b o b 3 , 6 4 6 4 6 4 v' /�" ti�I - NAIL-1-4 w/ V@ 92.0 6 6 ✓ / /. PItOOUCT It61/15Ex� •, J f as eomplyiaR wltl,aLa7F(orida ti r „y�e; I1 o a 10.0 .; s 3 /. / 3 3 / / s 3 _. I3nidlllg Code � . . , u 6057.o�r f u � ......�..�.--•- - _ _ } b1CC4�t9flCL PIO®L"C?b 0 7•C} EapirRtiou Daly O Z 00? m4mlDad#. roductCoa?rut l-!.t°`°"'� -..®•,4 ) ..fir_ -,..