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WS-15-1119 r \ \ 4Rg F n Miami Shores Village ' 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 �mr�a,m Phone: (305)795-2204 Expiration: 12,23/2 1 Project Address Parcel Number Applicant 131 NE 96 Street 1132060132590 PAUL&MAGDALENA CAUCHI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PAUL&MAGDALENA CAUCHI 131 96 Street MIAMI SHORES FL 33138- 131 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 295.00 HOME OWNER _.., Total Sq Feet: 00 Type of Work:REPLACEMENT OF NEW HURRICANE SHUTTE Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Shutter Final Classification:Residential Shutter Attachment Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-5-15-55520 $2.00 06/26/2015 Credit Card $ 124.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a ori Futher re, I authorize the above-named contractor to do the work stated. June 26, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 26,2015 1 Miami Shores Village tVv Building Department 12 2015 00(N e" 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /D BUILDINGMaste r Permit No. PERMIT APPLICATION Sub Permit No. {�6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: )�' i Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): b6k ill-Ai1Q, Phone#: Address: City: li"v-la � State: L Zip: S '31 Tenant/Lessee Name: Phone#: Email: ' ,AJ� CONTRACTOR:Company Name: a"//�V UT' ' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addiilerin ❑ Alteration ❑ w ❑ Repair/Replace ❑ Dem lit'o Description of Work: S Specify color of color thru tile: (� Submittal Fee$ Permit Fee$ V CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable)_amu Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not)be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of/s-t� 20/5' _ by day of 20 by 0-74&Aris personally known to who is personally known to `n me or who has produced ( as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si�5a—( ::� Sign: Print: ' " state of Ffoflda Print: ®U, Nota F eiiutana Seal: xn4� °; Joanne ,�ion FF 0$2753 Seal: e5011ry2120�3 J� APPROVED BY 7JW1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) iv N.E. -n, n z < 0 " ri 115.00 ( R& M ) 61311, z .40.00":::: go. g Cly in Al 13' rig 66.00' 25.00' \7 L > 28.25 X GONG.WALK ALK -4 -4 M 0 -4 C9 o * MZ "0-4 0 fn to M 0 ab _j C() 20,0* z 2 q3 ", ---- ----- — -----------I ----------- ------------- 3. :-4 cn -v X71 j1 r 28.49 25.40' 2,1"3 s;� r fpr CERTIFIED TO: PAUL G. CAUCI 40.00'.: MIAMI SHORES, FL. 33138. 115.00' ( R& M ) om LD NATIONAL TITLE INSURANCE C( -'vlkarrniShores Vilfage APPROVED BY DATE LEGAL DESCRIPTION: LOTS 19 AND WEST 1/2 701"41NG DEPT OF — MIAMI SHORES SECTION I AM ABBREVIATIONS SLEIG, DEPT ACCORDING TO THE PLAT THEREOF AS RECORI SVW=SIDEV^LK,CBS-CONCRETE BLOC siQTci&o"Pt4om",WrWAUTftb tA.DRAIN, GE UTILITY EASEM ENT,IP-IRON PIM. OF THE PUBLIC RECORDS MIAMI—DADE F=FOUND,A/C-AIR CONDITIONER PAD, =PROPERTY CORNER,DIH=DRILLED HOLE,VWF-VVDOD E,REI =RESIDENCE.CL-CLEAR,RIB=RMAIR, UE-UTILITY EASEMENT. CONC-CONC. YitU�frX"-of ENIR LINE, o-DIAMTER, TYP-TYPICAL,-AL, . WC M=MEASURED.R=RECORDED,ENCR=E A nmc J-SEI,FEE-FINISH FLOOR ELEVATICN, SEED WITH OIS-OFFSET P/P-POVWR POLE,OHP-OVERHEAD POVWRLINE,VVM=V�ATERMETER i HEREBY CERTIFY That the survey represented EAL VVOODFENCE thereon meets the minimum technical requirements Sr D IWITH L MASONRYVALLz ELEVATION BASED ON LOC. # adopted by the STATE OF FLORIDA Board of Land CONCRETE= 1.*-".?-.'�.�9--l.'..,..I,..�...$-.O...In-'s,-.:..I;;�D CBM# ELV. TYPE OF SURVEY,BOUNDARY StJRVEY Surveyors pursuant to Section 472.027 Florida MAINTENANCE&DRAINAGE EASEMENT=M&O_E� Wg y F_Y LIT THE SIGNATURE Statutes. QBL$_�T : 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT DEPICTED HERE IS NOT There are no encroachments, overlaps, easements AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEP COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT 5) appearing on the plat or visible easements other than UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC as shown hereon (306) VERTICAL DATUM OF 1929, 7) OWNERSHIP OF FENCES ARE UNKNOWN, 8) THERE MAY BE ADDITIONAL ci so\/c:v-rt4,ft-r%xAv cm rzro 1POn IM TWS=01 IRI ir.R;=r()Rr)S OF THIS COUNTY. 9) ENGINEERING,RAMMS INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CQD'E. 2010 Robert S. Monsour, P.E. FI #11955 / 0006024 ASCE 7-10 WIND COD DESIGN WIND LOADS IN PSF. 175 MPH WIND ZON Interior& Exterior Zones Z45 -Walls) sitive Pressures Exposure C For the 175 m ind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet .Height 0 20 30 40 50 60 (Maximum) 0.95 0.92 0.89 0.88 0.86 15 0.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1' 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 1 49.4 48.1 1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 11 ! 48.1 47.4 Interior Zone Walls) egativ Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area in Square Feet Height 0 20 30 40 50 60 (Max um) - -1.05 -1.02 -0.99 -0.98 -0.96 15 (43.8 -42.0 -40.9 -40.2 ! -39.6 -39.1 20 -4-6-4- -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 j ( 45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 ! -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 j -50.7 -50.1 60 -58.2 -55.8 17 -54.4 1 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.40 -1.29 1.23 -1.19 !, ; -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 ! -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 1 -48.3 -47.3 25 -59.8 -55.8 -53.4 751.7 -50.4 -49.4 30 -62.3 =58.1 -55.7 -53.9 j -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 I -55.8 -54.6 50 -69.3 -64.7 -61.9 60.0 ! 1 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 L -59.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h!, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h= mel n roof height in fe NOTfAN..$% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. ` MIAMI-DADS COUNTY PRODUCT CONTROL SF,CTION MiAM 11805 SW 26 Street,Room 208 Qt� ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 DEPARTMENT RULATORY AND ECO T(786)315-2590 F(786)315-2599 BOARD AND CODE ADMINISTRATION DIVISION ..,ww miamidade.go`'!�"0^'v N CEPTANCE DA o6da Storm Panels, 14475 N.W.26*Avenue Opa_I,ocka,Florida 3 applicable rules and regulations governing the use of construction materials* This NOA is being issued under the b Miami-Dade County RER-Product Control Miami Dade County and other areas where allowed by the Authority Having Jurisdiction The documentation n M its has been Ceviewed and acceP Y Section to be used i (�)' below. The Miami-Dade Ceosuenrvye tproduct Control iration date stated the right to have This NOA shall not be valid aftertheexp othern Miami Dade County) perform the Section(In Miami Dade County)and/or the AID(in areas revoke, for quality assurance purposes. If this product or material fails to and the A14J may immediately this product or material tested q reserves the right to revoke accepted manner, the manufacturer will incur the expense of such testingRF the use of such product or material within their Product risdiction.- Rthis Section at this product or material modify, or suspendMiami-Dade County this acceptance, if it is determined by applicable building code. fails to meet the requirements of the app with the High Velocity Hurricane This product is approved as described designed to comply Zone of the Flori g ode. DESCRIPTIO 0.029"(min.)Galvanized Steel Storm Panels Shutter anized Steel Storm Panel-LMI sheets E 1 win No,AD12-3 2012,signed and sealed by Yiping Wang, A,.PPROVAL D Engineering Inc.,dated April 02, with the Nance of Acceptance through 4 of 4,prepared by MCY product Control Renewal stamp on April 06,2012,bearing the Miami-Dade Co un a county product Con an. number and the expiration d b: Large and Small Missile Impact Resistant MISSILE IMPACT ent label with s name or logo,city,state,the LABELING: Each panel shall product Control Approved",and NOA number,per TAS following TAS- following statement:"Miami-Dade Co filed and there has been no 2Q2,and TAS-203,unless otherwise noted herein. Illation has been RENEWAL of this NOA shall be considered after a renewal application h of this product. a in the e in the applicable building code negatively affecting the pe Chang iration date or if there has been a revision or Chang TERMINATION of this NO will occur after the exp s Misuse of this NOA as an endorsement of any materials,use,and/or manufacture of the product or proles or any other purposes shall automatically terminate this NOA.Failure to comply With product,for sales,advertising any section of this NOA shat]be cause for termination and removal of N Florida, an The NOA number preced d followed by ed by the words Miami-Dade County, ADVERTISEMENT: rtion of the NOA is displayed,then it shall the expiration date may be displayednin advertising literature. If any po be done in its entirety. rovided to the user by the manufacturer or its distributors and jNSPECTIOIV• A copy of this entire NOA shall be P uest of the Building Official. shall be available for inspection at the job site at the req and E-2 as well as is page 1,evidence submitted pages E-1 This NOA renews NOA#12-0410.01 and consists of th approval document mentioned above. Helmy A.Makar,P.E.,M.S• The submitted documentation was reviewed by )VOA No.12-1210. Expiration Date: 0112312018141�� W Approval Date: 01/24/2013 hpAM +/Z4 fZa'3 Page od torm Panels Inc. SEE SUBMITTED E OF ACCEPTANCE: NOTIC SUBMITTED UNDER PREVIOUS APPROVAL 002-1120.02 I. EVIDENCE SUB A. DRAWINGS _ 1 titled " 22 ga Galvanized Steel St a mberel8,,,2002, last 1. Drawing No. 02..868 11 , Frank L. Bernardo, P.E., dated N through 4 of 4,prepared by and sealed by Frank L. Bernardo, P.E. revision ddted January 02, 2003, signed TESTS a Missile Impact Test and B, ration, Report Large 1. Test report on: Unifor�esta repared by Corstructton Testing Carpo P.E. Cyclic Wind Pressure p Yamil G. Kuri, 2002,signed and sealed by No. 02-007A, No. 02-041, dated Novembe 18,20 2, Testing Corporation, Report 2. Test report on fastener by 1 P.E. rt No. 02- dated May D6, 2002, signed and sealed by Yamil G. Ka''� Repo Test report on Wood Bushings by Construction TesttYa Corporation,.uri, P E 3. ed and sealed by 038, dated October 07, 2002, sign C. CALCULATIONS storm Panels and Anchor Calculations, she 1 throughed and 1. Z2 ga. Galvanized Steel a ed by Frank L. Be�do, P.E., sign of 26, dated November 18,E p EPr e ed by Frank L. sealed by Frank L. Bennar es, dated November 18, 2002, prepared 2. Anchor Calculations, pages, to Frank L. Bennardo, P E. Bennardo, P.E., sign ed I�'iATERIAL CERTIFICATIONS B• �Inspection Report. Report Number 1. Mill Certified Certified Testing Laboratory, Po 2. Certified Tensile Test Report issued by Ramesh Patel, P.E. 1098H, dated October 29, 2002, signed and sealed by 2, EVIDENCE SU �D UNDER PREVIOUS APPROVAL#07-0817.03 B �. A• DRAWINGS 1. None. g, TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance office • 1VIATERIAL CERTIFICATIONS 1. None. H y q,•Makar,P.E.,N1- Product Control33nit Supervisor NOP No.12-1210.01 Eirgtion DOW 01/2312018 APP oval Date• 012 12013 E-1 Florida Storm Panels .Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED EVIDENCE SUBMIT'T'ED UNDER PREVIOUS APPROVAL# 12.0410.01 3. sheets A. DRAWINGS a Galvanized Steel Storm Panel-LM, ', 1 Drawing No. AD12-32, titled " 22 Engineering, Inc., dated April 02, 2012, signed by MCY 1 through 4 of 4,prepared P E, on April 06, 2012. and sealed by Yiping Wang, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY m p out Mi y Department of permitting, .Environment, and Regulator 1. By ami Affairs(PERA)- E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. g, TESTS 1. None. G. CALCULATIONS 1. None. D. QUALITY ASSURANCE and Economic Resources. 1 By Miami-,Dade County Department of Regulatory E. MATERIAL CF R`T'IFICATIONS 1, None. Maker, Product Control Unit Supervisor NOA No. 12-1210-01 Expiration Date: 01123/2018 Approval Date' 01/24/2013 E-2 a.Vr S►t .T PROOl7CT 7.00!• 0.370' flee' tCP MOVNT MODUCT ,ai6• C� o.T/P ,- (CANE q OptgNN.fAMglaifTGN Cf 1 air o SACK a1r �a1 � d AN ovo e 1,7ei^ ,.+ar( icer , •" if, !►AaiAmaf 9ACK Goer aAeC' +h rW+VMW iL60o'P C 11 WW PANEL W OTN K 7�u_yun 1„ _ A V 1 l 4Aa0' i iMS/+aM ,.OAOE MaAa,a"fULY. ,] a-a d_.. -- p. . 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R y.p1pF 01a'FAtkR 001 FRC SM241a ri� >Da6tH0 ►IECE®foal O+=TAaAMWG .d 7.P/ RaNLLBRPIflAM1lIE1LT+AKLEOY0T+1AtaNMUM�RIE MAXRLO(aEORaWWO GAWL" ►MY /ffiveRalO 0210" (9 laAP101101!aN►NIELAt P0110VIa fMMk10 OVRMJIP Sim FLOFJCA aA PANP.Sa.a+C i J� M VPI�D.CONIROLAPPR0IED Ast®++m+eiro�e.waosaloN ,���� PiNC; AL1R3.MIEOaLlaR1f ORJPAMtitOaDne Lpµfp UM TWMOR>1Of1x To %;. a STORM PANEda NAVI mm oammEO ANOTRRTEO TO THE 1aAx1MR3 � �aoR L•TIONaW.Y�ROJ o ero+EspaRAlxRtaEatxtaa�FOR alastn+a .� �ylcjg�yCC,,•., sPANRANDLOAORaNOVOt011T11ls�ONNPJf LRB Mlr OaaATty1FOR0t>lION 0$ 0.07C%"# D�ke61lID 1M•7 Aa trfw coNasmieno>i teataao wnPORATNNE Ems+ RaPoptNo,oaa,. +� ��ma�fMtf+�Riavefro MOM oa tiwaT+C j A u PF�/3laR3 a TOPsaoitoMtuEtMaafror+NMAYREOtTEKaV0+0EOAaFILED Coatoel FAOTe1M1Rl•iT;ya°Rolfxto �• C 4aa7i = floc fletr-an gCTATE►M1O.8 MAY RE IAOUNT�NrnmoN+nurvanna 4Ll�aa9 E vvi+fi Ih!Fktida ' i E7tt:6vt Fon tAOUliNNOCWI0+T�0+la ltaA.OM1V+4PON'V' MM eipN Eaaerxcfl>»taca�aRllarall ' ` aAAaIA!M fly FFIA"Ho N+Y p(,�tAtRB ANCT/o1M.Pon DPAION zzr Tlwwftcoft stn AD12-32 ORaAT1lt 1NAN NO 7,. 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Nwvou» .r �t xdelW,mliQ is ttlx!lerrett►NaaR eter,ttoar n'+" AO Fi owt'�►,usN. sntrou!»roaxwc xpou� u K� -++c' As r� r� iA y3t mama ` ' • otrallo $7f. 7'-r a-3" 7D 7W T Tff FS g x .r ao z s & roaanows n ' s0 x{M.fAMA pTiRAOex Oxxxll r r 48 m t M•+C' 4'•+P +20 k 4a' 190 rr r-r +N• � µ TABLE T2 NOTES. ,wxaxxel. ,w,Ttrt000tbsTt a wtaitn'Oaa PAN +d8gl`FIEDULE NOTEB: ,�rtu Po5I1r+l0lM� 1w�iG MFlxlNCl,tpaft elACeetrl tlCM1xM N°LLONDl.001CCR T1R NTtlt YYII1rN!°a ,� iDaD/CUlTxm°NlMegxA��� lxrETtta gH,f0.Q PR4}r. „['�1'.41::iJ r�°°OfR,gta /r�xat tAaATODlra9dt! KrtM[ lot�uitsttmrxa�xortt7M - r' N7°D�F10 Bnsoa,u>< Hem,tD�Y°tP.with the Fhaide 7°RMMri PaWff P0lr,lxlxltM ImM�T° W(MtCMNYILCIW CMX. aNCtoit Bntrd�s Code '�� tmapea n AIN° t! NonNn�w�n �on m�nae�wa Dxx WALL MOUND SE ON eu1Lo-OUr MOUNT gecroN H N. �T, ,,, .rhx.tt �m�r7autau» - ' ""rVo == KTCNwoNAM aVal !aa jj7 " �a�oa+trrla°1xa„xt�t,mef / , A+trrr•e..e++r rNeren+ue. we+tat / moouNnanvN TTM Vit,MtRiCR0.�tOtiTlel you i i"mm$ d ».ore xvee ax,s«a► j' "tom» qac exu°'"�"'�°M�TetoR ' � rRODf�f'navls<Bu / lxte* } �xriaM.t7�d� xa ttroose►,xa*roN 8 , broTq �, AcaPcet4° 0 of a:roN a 7� G t py J i Lmyn" ow" tnaata at vatme*a fag "w"OtAn aA itraat Lr*R ,``l,rl+frirryr7j, • ,e �� anraa ,e �� nPoRwo1.��Y�,*.,I�p1N +��� ® !1 O�It ,+ t Cy ��R��+,• Rlr�p�q P, q wa+ f "00 r` '4 RCMM M@ffllul 2W7 9L677 = Ncr u-en wa0007MMxa C1Nl�TaIITM ° ^Q momjO» m xa , twauw+n„ AD12^90 �!l7dKd+Ut R!flAINCR, R eP,bxa Pa07RttAION i, � „puNtratnxa,a , J GEri.IN(iIFLOORM011NTSECTiON QN1ILENQ� !°£A ' "F"'(RACK!DIRECT MOUNT SECTION N.TA, � •T nT.e r OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS ' arJarnroCOMCnC1E.,mLLa'' • PPNCiMTR7N "—"M.°pcplt llO0DiM1WND. • On aftm y'� pa8 NIDma a[)RMa r r,' / ►l EvaiaUCiWl9 iacaap gap — scoweeanriff HEADERTRACK ISOMETRIC 7 / sarmpe Rom lnxoa,Trse or xia°cT°aaf ` Kis L iil.„rxlMzhwi.- /tncaxa i4 FOR wx MAUe Olin Wal v)arro x,�sx+a io inxx � Is �, i/i —M CONhaGMN mr kom /PQM/ ly0 PAMN /F � jf� I/ /� • lOP i0./4� � F mPvieaaTM4r7WCK nt,roawa � ' �w�laa88rV�� f �rNrarm �a i)f A vmw0ta - � • flGtltlMalCtaFTi (i �� nWapVAn.t�i paa"muPoRNK) lJ IZ Ki: �l E%vm t at, 1 rolunna�aauoam F a � �� � pOd/,aBImN TYM Ol MlnK aemlllil !� jpRQRI a) lnM+17C pmm �linimTURa) l WALL MOUNT SECTION N CEtLINR LOLOOR MOUNT SECTION 000mpiYN6 wN1,i�Ffa�a+ ewaim000Mda*�+'a1°"' H�� Coae o) poaca,n000Mr �SILLTRACK18oM1£i'RIC at°Qta,va0°ssAu4xa A°aPNO 19 OR vaNatMibNppiyPa °itRt87nneq p� emtanTtNQtM.ti. .. aadlluenannr►l arm*) P pmi mmopotes tlDYar/ase,rt 0"rp� G M>eM Mia./' VVAVrr Mryy Avike" CL cf amip MMR fig$$• __ ,a "mce cH i , ,"m MNt. SPACM a ix MR 1pLuwwaxnnl at to '44 Ia16a OP1MiowmuMaeRCM a< d T A/pit�Wii AOixmlM MNal (g 1 ncoo6,rat 1 Pi PuaetpmacT nas��ppmaWHOM n �� •� T4xOaaV.a. 14" ftomeR �� •.••�,\G . .a ' S DIRECT WALL MOUNT tIxTERtOR E41{VATION `. ymw e nxais �aa+laKa �oentmwt �s�"°""4wta.�.+. pRCpl1C!'RSV�D ��_�tey u °i 0sr °wai aaaa> n�ooe T x 6a ewtAMork" = cnAr 2�n rer x-na �ui>wxreceaMrtam, rz� � Asegrtsleslta �0� IM,� T.E ' DIRECT WALL MOUNT SECTION %tt? C �� a o► �FiEAOERIsILLMOUNT SECTION P pa►DaUNl�N.TA. ANCHOR SPACING SCHEDULE _ANCHOR SPACING AM ANCHOR SPACING SCHEDULE �piII _ i0 OD6 ----------•--_-_^_ 28' 0187 a au'To � O !.r EDGE OISTANCE a+AH tP T ANCHOR LOAD Seal �� z t9. 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Tel `xdeD 42 ti.r 14.P or a2r^ ).y2 130 tirlty 7,1' rx 12.r tE.r 7.r 9x lir law 7.T 1x • � Ia ;1t.P 1aP aY n•w PA7�UMTe ea Mr ex T•r•' tt Y r PAt1ELMAT£ 3e 1r.r i6.r E,r 1aw Spm-2P.s00 ee trm WHIM TO, 6•r Q 1 PAHMMATE x 7Lr 10.w Mr 10.r tar 1D.P t.F 12r +Lw te.r 6.F t.rPoo s8 ASO Pel CMiC) 61 t2.r te.r 14.r IO.r tt.r te.w b.r 19A^ ttr tar ex f.r • o EE 17.P 10.r t .2a2.at n T�4PlAl•2TL00 n ILr ie.r tar ia.r law lar 0.r Lr Lir 1e.P Er r r $65,11167! or 1er )..001.00 Ito Lir te9'e2" t.F tt6'taP br ar 29'taP er 92• tr I.r TAPOON 411or Slr' aT ar x M., tar 6Y 1t.r. -L r.r it.r 1e.r tr .114.00 17200 7frr {.r ow ar CO TAPCON Af tar tE.r tiT l2.r e.2r tar 4.! 7.T E2r 10.r t.r tv £LCD TA1N:a1 tr tr pplp)•21400 tt u.Y ta.r f.Y br E.ar f.T S.r ar ERS' r.r f.r E.r t4 Tapprl• � _ 12.r' 01Nfa>lolM-�T ,x tIr idT 6.r • 190 eas'er Lr r9' asr r.T ore' er 0.26• f.T ar ar Y 4f ISP 10.Plar 6}eM.0ANd10R be 17.r a7' Or I,r TEtE(R)�lmoll r.F T.r B q�,pp1N(B,EOLfp-3£T 42 t2F tar la.P lf.r tt.w tb.w a.r ET lir le:w er E.r AtL•POB7Ta .p ta.r 1e.Y r lar tt a.r or e•E" 'Gr• • x /2r/dr14.rN.Y itr+ar tr e.r tiPtar tr ar 8 n 10.r iar AA• iar x .r t t3LD aHELD At•>L110R tt Ttr ltr f.r er lar itr aY 0.r tiw t6.F or ET Tap0f1`241LO ar lar O.r 4A' 130 /LS lar 0.Y ar lar lar 6.Y e.r 129'tar 0.r 0.r VaPdr)•t1aEa I.P /2r �PAt .tdAn .N 7.Y 6.r e.P t.r Vdyeb)•10 11. ! x •lar te.r tar n 0.T Ax ar o tt fe.r1.o^t x 1 1 r ELOO PAHSLMATa .x t0.r 1E.r 2.P 7MpPa•20f.e0 ,20 a1• Ax 4,1' tr %t• l9 tar lr.w ti.r 1.Y 62r it.r tr ar E.71a' r.r tt b.r 13.r •tEE.iO PAt1�MATE . 1r tar far ar 1./' t.ar r.r tr b.r e.:r r.r a.r 4.r 4r 1p�1`20a.Tr n aN'Ite ar rx 62r SIX e-r 4.r i-!6^ rn• f.r ar �1►23SAD 100 4,r Lir •2m.eE iao 4M'rr 1R ar ssr s,r ar ar saw at• ar 4.T O.Tr EDOe gaTANCE � % alx f;F 0.T E.r 1aP or 4.r 2, 10.r t a- 2• o aCt1EY1 4t tar I S, er taP of I.r tr RR PENE7R.lAo SCREW t1 urir.r te.r 6.F iir laP ar a9' Lir iar 0.r 0.r ss tar taw 4.M 1tr Ta° ` 'e7 n 47r sr• �•Ptb)•tEf Df ea 10.r ler .ILtt 4.r Lr ori 1iF te.r,4.r e.t' 12r Itr s.r ar Lir te9' 0.P' n 4! 109' IA' taw •( , •1'.N.Ot 1 T2 1!9'tar 1.r4,r 1Lr tE.r E.r YLr tar e.r awooD elaldYl 4r 1.F ar 3)X3($8 YUPSa)`t2.91 11f 1Lrtaw EA' Ttriar 0.r 4A'126•ier 0.w 'nr7 46 ,tr.r 1e.r aw N.r b.r tr A ar %•woOD aCRSW to 11.r 109' 11l TElplaO.lf1.0E N 4.r S7• ar k{ '¢m R•YtDOO!CREW x Lirl0.rlar' ar tLr mr er or %w lar 4.1'ar is tr 1 �EPAr' Vr•P'eN•ftJ1 n 4-Y ST 1T�Gi 8 to 1Lrter fx tr atd•11.r tr as' .Lr tar Sx ar .� n 7Lr 14x tr ar t2r lar ar e2a'tar ar T.1elm1•etaae f0.T4 n O.r a0• % 11.E ar asr 14r Sr air lar Sr )• a1 T.S 4.r :M.74 pb esr toX ar e % 1ew e,r II.r 4RA�a1t . as t. b.r y • 1 lar ar { x law ti. rN 7.r aF t-1' aT . ore H.r is.r cX 1M•20aC 72 7A' ar ar 2�A�SU8l11NO8 x 1Lr law iar t0.r tie'1t,r fr ar 2r+aP 4.w ix tS1.e0 - ' • x it.r tar 21 r.r ata'n.r 4.r 0.r 2r tat' !w Rw uasE as b.r 16.r • 12:1 00 n Mr 10.r 4.2• e.Y 0.2r iar S.r aff •Te' Or aY 4.P TErp(2+1 n e.1' 14.0' 23190 110 !2r 10.r a r 0.r 023'10.5' 39. 4e' it1X s9• aP N NOTES. ♦1,f+»Uu2ff1 cV 1 AtJOMR SPACING ONLY.ALLOYIABI.E STORM PANEL PACE�STUD FRI IG•FA8T6319[SNAU.BS LodLTED T D atIM.OF 1.VANS AND LOADS*0M MRS ARE FOR DETERMIMNO a PAR MMOM 1TA>!12"711• LICE FORriO�PRAaaRG).YAOD �. '•••�� a- 1e SPA"$FOR SPMrIC LOADS MUST SE LSOSTED TO TMSE>AMV1(i 1N MAXALLOWAaL£ 8/W F�a7.ANCE taA�7A��F aPJWNUO Ham• � 2,sNM ANCHOR SOM ULE SA M Oti THE F.Ria"BTRiJ<)TUR61N1TERIAL 6 S A"O TYPE.SM£CT DESIGN L 1.VELERE lllG SCReWB fA8T611 TO NARROri •• •••• ,E,• a tete aouTHeRHPIt1E tt•QSeOR17REAtERDE ORFATEF7 Tt1Ata OR EQUAL 70 NEOAtiVE DESIGN LOAD ON ffiIUl'fER AND 8M�•T SPAN ORBATERTIIAN OR Eo1VlT0 t10M0dU•Y%4. 41000 STUD(ala" FOR DIRECT iNaABE lRt�lD{)C�'I'RBhS.1H7 � i FtO1f�A�5b183 a't' TYPE BAKED ON APPROPRAtE MOUWnNO OOROMOM(M MOUNTING D£TAE.a ON SNMTS 2 S HE SCREWS Ve of 1f2'ERGAGeAC4+70R TNS i t BEL ER IIP/HL aG. CA 20677 an f 012 S.aELEcf CONNECTION HEAO,ORYAF9lHfA0(SLK T}OTHlRVVLLtflMaalEa.ef lrldllNi 't3 a 1 FOR mEf1TETCAmll OF CONNECTION TYret. tMTH MPNUFACIURERe,77£COtAIAslmmONL pTHERA PAH NMD,Tfe1a8 aDafl DISTANCe eXCLUDeB eTVcc�OR 4,AHOHoRSIIBEE4STALUEDINACCOR OEYW TiNOCOf1DI7IOH MY VARY.FIELOVEIOfYnKT io OEyafI�A�Ta�a �N�Ttt�MAE+C1iAMNOTACCEPTAtN.eP�tlaE. SNE _ O, AT S..+wsa ro VOW FRAM mG -L� AD12-90 lTRt1CiLR1E FASTEN IME S.WItERE Exi8TE1G MEMaERa.NOT 1'L.YMNOD. FAg7(T1eRBAREiMOADWDECL SUREPMA1AiNt7 n YAM am Florida ACCEPTABLE OWY FOR 810EfAo9URE McCEB. +' �fl'•• BdiCEda A`«pW*m NO 18 R •CotetEl