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WS-13-2018'a x Miami Shores Village Building Department ff 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 illi INSPECTION'S PHONE NUMBER: (305) 762.4949 1)1(0)3 , 750 -,rt s BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: ,- e /-/it) 9v l l— SEP O 6, 1011 I� BY: FBC 20 Permit No. UK) �_ I Lo Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: «� OWNER: Name (Fee Simple Titleholder): Phone#: Address: p /vto 3� :::�;7- City: —State: Zip: / Tenant/Ussee Name: Phone#: Email: J/�CONTRACTOR: Company Name: ��7777'11 ell 0 0 llelAglPhone#• i Address: // � City: ,��^^ y f State: rz— Zip: F.?'r o'lAg Qualifier Name l�/✓Phone#: a% z!!et z„ State Certification or Registration #: _ �J°C_� // Y9 E /_Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 7 ®� Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew ORepair/Replace ODemolition Description of Work: S Color thru tile: xxx���xxx��xxxxax�xxxxxx��xxx:a��xxxxaxxFeesx��xxxxxxxxx�xxxxx����x�xxx�xxxx��xxx�x��xx� Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I Botiding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS 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 properly is subject to attachment. Also, a certified copy of the recorded notice of co ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. th absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 9— Signature —10-4,D4,D®' -A ` c g�ature � ,?* Owner or Tt �/ Contractor The foregoing instrument was acknowledged before me this.' day of , 20, L-3 by7—odd O A - -Cor who is p�nown to me or who has produced ' As identification and who did take an oath. NOTARY PUBLIC: Sign: A'A� r - Print 1�gtZ2.1 —41 My Commission Expires: APPROVED BY L"PiNE3:JUN. 22,2016 www.AARONNoMKM `J/%d The foregoing instrument was acknowledged before me this day of , 20 1.3, by A ' u , who is p2nn v known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) d NOTARY PUBLIC: Sign: Print: My Commission Expires: Luis Fajardb jg. C=Zi IM#EE260266 EM10.JUN. 22 2016 Zoning Clerk F CR RETA -�- Miami S tiores Village APPRO\XD BY DATE ZONING DEPT B,DG DEPT SUBJECT 1 o CCMPLAPl'ICE W" All FEVERAL STATE ANO CCIiNi"( rjl1L=-S tp REGULATIONS 0 (9) SEP 0 5 2093 BY: R)�)3 2©`g '7 —00 W, � 5- `� '/ b Y ?45f -1/0'0- BROWARD, PALM BEACH WIND VELOCITY m 170 mph kYI1mino rATE(ieRV "c" Mean Root Height 1S It ^ 8n T Zone 4 37.8 -41A wm Owl ant Areas Zone 5 37.8 -50.7 16 ft 38.3 41.5 38.3 -51.3 16 ft' 39.2 -42.5 39.2 -S2.5 20 ft 40.1 43.S.40.1 -53.7 22 It 40.8 1 -44,2140.8 -54.6 24 ft 41.5 -45.0141.3 -55.6 26 ft 42.2 1 -4S.8 42.2 -S6.S 28 ft 42.91-46.6 42.9 -S7.S 30 ft 49.61-47.3 43.6 -58.4 3S ft 45.0 -48.8 45.0 -60.2 40 ft 46.3 -50.2 46.3 -62.0 4S ft 47A -51.4 47A -635 SO It 48.5 -52.6 48.SS -65.0 SS ft 49A -53.6 -49A -66.2 60 ft 50.3 -53.2 50.3 -67.4 70 ft 52.1 -S65 52.1 -87A 80 ft 53.9 -5&4 53.9 -90A 90 ft 55.2 S9.9 55.2 -92.6 100 It S1.3 -51.3 51.3 -94.1 110 ft 52.4 -52.4 52.4 -96.0 120 It 53.4 -S3.4 53.4 -97.9 130 ft 54.4 -S4.4 54.4 -99.7 140 It 55.4 -55.4 55.4 -101.6 150 ft S6.0 -56.0 56.0 -102.7 160 ft 56.6 -56.6 56.6 -103.8 170 It 57.5 -S7.5 57.5 -105.3 180 ft 58.31-S8.3 58.3 -106.8 190 It S8.9 -58.9 58.9 -108.0 200 ft 59.5 -59.S S9.S -109.1 220 R 60.6 -60.6 60.6 -111.2 240 ft 618 -&1.8 61.8 -113.3 260 It 62.8 -52.8 62.8 -115.2 280 It 63.8 -63.8 63.8 -117.0 300 ft 64.8 -64.8 64.8 -118.8 BROWARD, PALM BEACH (COAST) WIND VELOCITY m 170 mph EXPOSURE CATEGORY "D" Mean Roof MIAMI -DADS MIAMI-DADE (COAST) WIND VELOCITY a 175 mph FLORIDA KEYS (COAST) WINO VELOCITY. 180 mph 1.FOR -VVC=CA88"PRBB0B&-WORSTCAW M OmMW A8 THE aRMOAL COMMON *PAW UI-OG4ON VARPM AS CESMUMBELOW. USEOP =TICALCCNWWBREQW=PCRUSBWITHTHEBBTABLES. L POR BITUATKBIA THAT RHQlAR V* 1.0. TABLE VALUER APB 1840ER- MISPIED BY A PAM= OF 1.19 VBMFYKd INIQUUMM0178WrrHLOCALtdUNClPAUTYPNOR70TABLEIAS. & UUCP TABLES VALIDONLYPWOMIN48LESSTWWWMEAN ROOF HBK817. 4. TABLES VALE) FORALL RCAF SLOPES. RIB>u = FOR 81 OP8 LESS THAM If 814ALI. BEPMVgNNW BY AN ENBMEERAS A BITS BPECIFM COND ROK L 10DWYTH8UM MSMBAN (AVMVM) ROOP"HU IT-W"MhEANROOFHEWff CANNOT 98IDBNf U. LEST PEAK ROOF HEIGW. 6 ALWAYS ROWDUPROOF HIBUMTONWTABLE VAWBORTOACOMMMATNE ASSUkVnIOK RTHBTFMWARVAREAOPTHBOPENM INGUB8T10N (HEKBIT•VADTFS ON THE SPAN LBNOTH 08K3HT1 MULTIPLIED BY AN BFPWM WNTHTHAT NEED NOT BELEM L zwa t89 FOR USE AS ROMMED BY THE LOCAL PGL WALL ZONE RK3URES e MO WANG, P.E. P6*AJCN3 a Florida Storm Panels 14475 N.W. 26 Avenue - Opalocka, FL 33054 ! 685-9990.685-9000 - FAX 685-751 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Ifl, fixe)/Fors Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under number 12-0410.01. (Previously 07-0817.03). This letter authorizes:dc�� %� 0/1 "to use our 22ga. Panels under number 12-041,4.0 r to be used at the follow job: Ala) • lq� S-7-- Al r . ��'incei'ely, • . .. '` °7Victor -:Cruz . Enrique Revilla r" .'?resi'd'ent OR Vice -President 1. This form must -accompany the application for building permit and shall become part of the permit documents. 2. The authorized''signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. M'®�E MIAMI-DADE COUNTY � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION 11805 SW 26 Sbvck Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede r-ov/economy Florida Storm Panels, Inc. 14475 N.W. 26h 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 and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 B DESCRIPTION: 0.029" (min.) G Sh APPROVAL D rowing No. AD12-32, titla t Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0410.01 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar,, P.E.,, M.S. 1 MFDADE . 1`( Es tion Da 3 o/Z4 �Z o Proval Date." /24/2013 "'`' P el Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS I. 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, signed and sealed by Frank L. Bennardo, P.E. B. TESTS I. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P. E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. HAWy A. Makar, P.E.,.M.S. _ Product Control -Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ' ; sheets I through 4 of 4, prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06,201Z B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami Dade County Department of Permitting, Environment, and Regulatory Affairs (PERM). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBNIITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources E. MATERIAL CERTIFICATIONS 1. None. ye'z-" d. de:�kl� HelWy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-2 —fwoArallo°raWa't aoco' o.e�rs .ue• VrR=aACK 0.188• o.19T tz 0084 O 0.0sr TTPp 1eoAT�(taoalecwx O 1.: •i?: a vrme af7ADeee1 1.oe' Ltlll 'a e(DWJLLWMMQMMAMAOA&MM&WM/oAEN@RF.D MM3NUT ?AAI�1i SIR _ PROMICPREVM D �mgt�ns iol0i9m TiwiBo oxo WO • J3 ' QENERALi NOTES• RIM l.TM8MrMR8YVWWAaMCWGMMMl1WIwA8AURM ° MBBUVA Aar PROTECI11O7 MUMMACCIORDOWMNgTNIM OAV PL1B{OLDD�CODH W10AND PilOT0001817MI4D1 PoRtAROe 1�8IMPAC7•TA8i0f IMA7IOWOIN68T7IODAeiPIRBANDTAe IOOPORONOLIOIWWl0e1EORi &ND8A8RM SEMMMAUAVIS L88TR888 WMODMNI9WWVM DM W WDeANO M~MTMft a POO"AND NOMOM DOW PRE✓ eToes U88DYMDIT"m DRA CORDAWDl OH0TM GDVM UOCDDLV*MO MMOMLMOtB MADQ WRHTNS fbV®8dVWTMT lNNOM=.D10I810i6D TOOAtOO1l1T@ FA`.M8D�8 PORI/Bp YATHTI�P7WOtICf.THOUB80PA Ot�RIX1AIRT RICfORK6.0.00fBAUANW. 47MGMUnOROVBTOM OETALED HOONISOBN4 "'ANDDMNDT PROLEOfi RkV4=FORAOPECU68E$ D 8178OONOITIONB OSAM4ROMTNSODN DEVAND 83iRp.At�iBBD BN0M86R ORI AIi6MECTSWLLPREPlO788RB8PO0M0 oo7urrae+reTn eauseD M aoNaa+D7IDTItanITNreDoeul4mlr. a PEFW-NOUXRB) LLV®B VMA0EQWDYDPTN8Eomm BTRUMMTOVlMW }OMWRIOIOO WWW7AW8. d 8TOI80 PANMB SNM,L 71S gM S186. {OM.IOJ8E80 T1tl0100388"*" oormornwmTDiasReAewre7rauDT7a�v.aPSDT.oamEeoaeo OOIITMO WTNAMM, FyAO01tALALL®QRWgIIBBNpLOB 8009.TOALDEI WUMAll01: 7.PAMSO LLiMPgFWAMMYL480 WnIAMNWJACFONB MAP10N°PORPAMLAOFIDUA M6: PLORmwm PANO18. MO OPA 0WAROP M bOWNW 06 °DUMIT PRaD. DOMIROLAPPROMOD a SIORM PANELS HMM EBpM OMOMAM IMIODTOYM MOM OPANSAMLOAOSOMMONTmWomarm a T@SIBOiQOtrPORIrT10N{07O/.�M1AM4 R,TP87 ta'Bf+ORT N0.0EON• omoNAL 1b44H 8T17C11 WLTG WRHV018HM MNMONWS PA87ENEDD OI OV8R7AP8 �MOPAM SPAN TAMS q).ne i LMOUNTM"ATION �8;AT ® r•r I: _ 7. �-�•,rer r. ; ti. �-7ii%?T•f: p ; Iii L�r�;iic�i[�: - IR�Rie[.f�Yii�� 11mill �.4 IfIIIIIIIII�IIfNlli� . ^.• Sl.liC ']_ •ri J' _ • 3 _,� � hPi hl � •Ni r: - O3 1 � ua,•,:. •:.LY i_ a : L•3. ..a•1 hI� ! _ 11it. •1(P_ � 62W MA% IF D Ai1s1.AND18ODOR.iP,W aLosuRs PIWO®teeElmrAae Le000�anoNMAr�7D e�estauD --' Corot 8ND4AiM SUMORtVOOD ITS nye wwrswrNADiraa - tIDDDme N.T.a -• v- �'.� R I 12— nnuv .• 'ZOE tLTa sZ ,� .�NA I Wd'.�OA, 7 OF 4 ors" maomt BUILD.our MOUNT SECTION KTA 4t *own.=mam=mTo1W/Jtw "=OR wsmci Tarortaax� �Tmmemomm !� +°iia. a �� � �—rorta90ma�i ma�eauoaTrFa T31001a8taFoaWCC eFuaM TRACK /DIRECT MOUNT SEC110N 14TA ELL MOUNT SECTION manme„m bNWOR FOR W AL MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN 30HEDULE ff FRO OLASS sCH�DULE y TABLE T2 NOTES. =mt�ncr"utrnNroamveo taurooWAIM a MOL xOROO arrow rvumiOeo SCHMURROMsesooaem aaoTPom TLomm mta Fartuse Temrmm�vatauosatnr. BE tatrmanTmasnaeeaLomm oma. o»aaraee uaa amn waros «an rau "o TuearoeottorTrsiae awaaerTrot aecxTroB tes�w®HMW me caracWnq o. ax+a+ooasmssr�nme et $ ne�sgmo.T.�ettmueaee AaaOteaceNe Sr�3 s AUMCROWSM18PACM d . maamnwtTm � Vt CBIUNWFLOOR MOUNT SECTION K? tF AD12-30 20F4 �IEENE65mI ©®�0 ©mma�i0 rCf � W - 1101: TABLE T2 NOTES. =mt�ncr"utrnNroamveo taurooWAIM a MOL xOROO arrow rvumiOeo SCHMURROMsesooaem aaoTPom TLomm mta Fartuse Temrmm�vatauosatnr. BE tatrmanTmasnaeeaLomm oma. o»aaraee uaa amn waros «an rau "o TuearoeottorTrsiae awaaerTrot aecxTroB tes�w®HMW me caracWnq o. ax+a+ooasmssr�nme et $ ne�sgmo.T.�ettmueaee AaaOteaceNe Sr�3 s AUMCROWSM18PACM d . maamnwtTm � Vt CBIUNWFLOOR MOUNT SECTION K? tF AD12-30 20F4 POEM= ORBOW B108i460�e' TB.HOIIWY ---aLgXORM�OpO PRMO110 WALL MOUNT BECTiON r r � t61raTB88a1R mLatepWOl @W ER/81LL MOUNT 8Wn0N �+ OPTIONAL 8'-- INTERIOR MOUNT INSTALLATION DETAILS eooMirPe i HEADER TRACK I80METRIC l.:J iw10EtUNG/F7..00R MOUNTSECTION ara e omm. houaw MWPAIM � i A 801�I11a aRaAOt6o^ BA9aDONtYPaapom1 om P DIRECT WALL MOUNT RECTION of.oarAar►wTs 11, AmRatraE®moo iaa- ausammrwwn /181LL TRACK t80MEIRIC �iN.TB j DMtEC' M6 MOUNT EXTERIOR ELEVATION 4P �DRA0.4dN,TA .. 7 D12-30 3 Ord a N8 0 b' BOtTOMNTMdtOR I FABraRm �� BYRUM °9HR DEMS motem 2 Tom � as Aum r � /181LL TRACK t80MEIRIC �iN.TB j DMtEC' M6 MOUNT EXTERIOR ELEVATION 4P �DRA0.4dN,TA .. 7 D12-30 3 Ord a N8 BOtTOMNTMdtOR I FABraRm �� BYRUM °9HR DEMS motem /181LL TRACK t80MEIRIC �iN.TB j DMtEC' M6 MOUNT EXTERIOR ELEVATION 4P �DRA0.4dN,TA .. 7 D12-30 3 Ord DULE •��_�••� ANCHOR8PAClN4 ANCHOR BPACINO SCHEDULE ANCHOR LOAD P ter or ter 1 LOAD s1 uP - a CQNI�WPE'"06 a1 41aB ar7.r aartar as' e7 1 7.11 4r 1 levier 4r 408' 144' 44, 4r 10.0'168 11.0145 Ur 140 aA n levier Lv AM _ 140• - 111 125140 40108` •800.00 T 0145 Wier 125140 401100 a6 xlw 180 t28.16.0' 4r 108' 12518.0' 9.11 10.5 levier or 108 19 1N'XA7al" So 12111 10.1116.0" ! 188 4 12 1211", 40.' ar 6.7 411 188" 148' 1411 t8.0" 1 10X 11.5 lar 78 88 i2.rIW$4XlIff Sf11E�1'' _ 1a111ar1a11 8.11 1211140' 7.r 8x n T - tarit812,T r sX Mrter 7.11 or VcgO)•20 too 180 188'1411 7.11 ox 12111411 7.1* ex 1411 7.11 oz. a9 lwxwmmw 0.e IWI&Vl&o1 IMMIM tar 12,7 1 14.11 70 7.TI 11 5.11 oz MOO PANELNATE 48 1281er 10.0' 140' 12.11 10.11 4r 124, luieff 6.11.0' 0Fr 11.11 4.11 411 (MIN 88W P81 CONLy • M 140148/1411 1411 9.11 104, ,�` tar 0.7 411 128104' Lr 411 44PIm) •60.00 n 16.11108 tab' 125 ter a7 or few /411 Sr 1Lr n • 66L00 10 126• ter 6.2" or 1251411 6X B.6' 125140 4. 411 ANCHOR BPACINO SCHEDULE uroam go ter or ter 1 ANCHOR LOAD s1 uP TAPCCN 40 t88141112T1211SMIIX ar7.r aartar as' e7 M f�'ONNTTYPE 7.11 4r M levier 4r 408' 144' 44, 4r 0.411 Sr Lr 411 !!41X9 Ta�ph)•2t8.� n levier Lv AM ew 8.r 0.8 to &W 0.r Lr er MZO TAPOON •800.00 180 wr 411 411 Or aw 8•r 0.r Or &W 411 88 e11 a6 xlw 74, Me, 1XV11,730-9w1 12 1 19 ." 140 At).4GN761 7 If lar 10.0"14111ar 1211", 40.' ar 6.7 411 Or 1411 S.DANGgR • 68 i2.rIW$4XlIff Urfty 6.r er 728'18.11 0..r 44* 0Lib88T Topp)•068 n Mr14r 0.6' 4r 120'167 Or w 12010.9. 6r 64' jjj VcgO)•20 too 12r1Lr ar 6.4' 1201ar or 44• t2rtar 411 6.r a9 IwXb 88 IMMIM tar 12,7 1 14.11 70 7.TI 11 5.11 oz 08 140 PANELUXTE 49 128 tar 11.11 oT 0Fr 11.11 4.11 411 841 6.r 40 t ATE ' Be 128104' Lr 411 4211 0.r 0.r 611 0.11 411 4.r T44p10)•20LT6 n 49'124' 68. 411 6Rr 0.r ad' 4T Lr 44. 4r Torgb)•8n.00 •759.00 100 4211 LT 94, 4.T 4111 411 e4. 4.T 011 0.4. 4.T ANCHOR BPACINO SCHEDULE 2.V EDDB 083TANCH ANCHOR ANCHOR LOAD s1 uP SPANSLM ex ar (( (paflTYPE OMTWE M f�'ONNTTYPE 7.11 4r Lr 8X C7 co C7 Ca 100 !!41X9 21 90IrpL 1 16.01 140` M.CO TAPOON MZO TAPOON 45 •18r 140 114, 140' BQONC) (DON OON� a6 140 140 74, Me, Ta ) ° 886,4p 10.46400 66 ." 140 a8 140 A0 V46pm.47L00 72 '1111 140 Or 1411 117 011 11• 8 ' B 1 1 1411 140 0Lib88T ALLIPOI4MOMM 1ST 46 for 140 1411 tar -- A-- LEOSHMOANCAOR • m .18.11 lap or tar eT 4.6" TGUM 48400 a9 12r lar Ls" 140 &1' 41' •40.00 n 08 140 65' 1411 0.1 39 -far ISO t ATE P7NSMTE 48 Y4r 140 or 16r (0flN93�P'81QON01 • a6 140 lar as tar 66 Torgb)•8n.00 a6 11.0 14r 4.11 1411 60 espjl6)•666,00 n er 14r 48' ter ANCHOR BPACINO SCHEDULE ANCHOR NOTES: I. SPAIISAND LOA0.4OMM HERS ARE FOR CETEIOWNINOANCHOR SPACING ONLY. AUCINAO.BSIORM PMI®. SPANS FOR a WVM LCAO0 MUST BE LmIRfiDTOTtKMIEWf06YM p1 MAIIALLOM9IBLE SPAR t; 10.E RASLETI 2.MMANCHOR SCHMX SEAMONTNEOSSTMOSTRUCTMMATWAL4ANpNORTYPE.SELECTD=0U" eY WMTERTHAN OR MIALTO NEOAWADESISN LOADON SHUTTERANDSMECTSPAN Ole 7MTHAN OR EOVITO No a OEM-PREATENOUMINDCONDMON s0. SaEEmauHPn4DDaraasoHexeEETsa 7,. LOCATED 5 MAS SHALLHAVEMIUMINGP1O' ENQAOSM ITOP THRMOStN SASSANCHORAND MAY HAVE 1F ETMMA FAN HEAD. TMJSB HCAD. ORVOLPP.RHPAO(BMEMLKMLT� PROWJCrRgym B. MIN8MU06 MO4TAND EDGE D EXfSUDPB SNODODR OTHER1ANLl Fa4 1Q ' DE6MNATESAaI2�R CONOfiRONSNOaCdiARE NOTAt.'�TA�EPORIm 4 OP 211 EDGE D1aTANCE 49 ANCHOR LOAD SPANS UP TO 6.W8 WANG UP 7a 6.670 m ex ar (( CON wm OMTWE 72 7.11 4r Lr 8X C7 co C7 Ca 100 !!41X9 I. 1 M.CO TAPOON 40 lar lar 140 • 80 BQONC) a6 Sr1108 6.6' n Ta ) ° 886,4p a6 12P Bx 6.11 Or 108 A0 n 1t$- Sr 88 0.r 117 011 7.11 I 1 or 768 1411 40 0Lib88T 46 16.0- 14.r tax o8 IPA -- A-- • 66 1Lr 120 16.0 7.1100 n eT 4.6" a8 144, 140 0r 4r 120 &1' 41' n tar 0.7 6s" 4r so lar ATE 48 14.11 tar s4,• a6 118 ar 7x ax 66 as %r 78 6' A8 60 n 80 6.5 0.4' 40 ANCHOR NOTES: I. SPAIISAND LOA0.4OMM HERS ARE FOR CETEIOWNINOANCHOR SPACING ONLY. AUCINAO.BSIORM PMI®. SPANS FOR a WVM LCAO0 MUST BE LmIRfiDTOTtKMIEWf06YM p1 MAIIALLOM9IBLE SPAR t; 10.E RASLETI 2.MMANCHOR SCHMX SEAMONTNEOSSTMOSTRUCTMMATWAL4ANpNORTYPE.SELECTD=0U" eY WMTERTHAN OR MIALTO NEOAWADESISN LOADON SHUTTERANDSMECTSPAN Ole 7MTHAN OR EOVITO No a OEM-PREATENOUMINDCONDMON s0. SaEEmauHPn4DDaraasoHexeEETsa 7,. LOCATED 5 MAS SHALLHAVEMIUMINGP1O' ENQAOSM ITOP THRMOStN SASSANCHORAND MAY HAVE 1F ETMMA FAN HEAD. TMJSB HCAD. ORVOLPP.RHPAO(BMEMLKMLT� PROWJCrRgym B. MIN8MU06 MO4TAND EDGE D EXfSUDPB SNODODR OTHER1ANLl Fa4 1Q ' DE6MNATESAaI2�R CONOfiRONSNOaCdiARE NOTAt.'�TA�EPORIm 4 OP TAPOON 49 10.011 7.11 411 4.11 m ex ar Lr 0.r •174A0 72 7.11 4r Lr 8X •81420 100 88 411 Lrr 0.6' �SMW ANMM • 80 1'I r &T 20 T r Lr Topp)•886A0 n or 7.11 6.11 4.11 •2{8.00 108 6.9' ar 6.11 4x X+- 117 011 7.11 I MAO PANM.MATE 40 0..T 4r oz 4A' • go 70 60 Or ar Tosp :201.60 n eT 4.6" 44, 87 • 188.60 120 &1' 41' 44, 9X ANCHOR NOTES: I. SPAIISAND LOA0.4OMM HERS ARE FOR CETEIOWNINOANCHOR SPACING ONLY. AUCINAO.BSIORM PMI®. SPANS FOR a WVM LCAO0 MUST BE LmIRfiDTOTtKMIEWf06YM p1 MAIIALLOM9IBLE SPAR t; 10.E RASLETI 2.MMANCHOR SCHMX SEAMONTNEOSSTMOSTRUCTMMATWAL4ANpNORTYPE.SELECTD=0U" eY WMTERTHAN OR MIALTO NEOAWADESISN LOADON SHUTTERANDSMECTSPAN Ole 7MTHAN OR EOVITO No a OEM-PREATENOUMINDCONDMON s0. SaEEmauHPn4DDaraasoHexeEETsa 7,. LOCATED 5 MAS SHALLHAVEMIUMINGP1O' ENQAOSM ITOP THRMOStN SASSANCHORAND MAY HAVE 1F ETMMA FAN HEAD. TMJSB HCAD. ORVOLPP.RHPAO(BMEMLKMLT� PROWJCrRgym B. MIN8MU06 MO4TAND EDGE D EXfSUDPB SNODODR OTHER1ANLl Fa4 1Q ' DE6MNATESAaI2�R CONOfiRONSNOaCdiARE NOTAt.'�TA�EPORIm 4 OP