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550 NE 94 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 550 NE 94 STREET Tax Folio a 3 2th j� °k� 0910 Legal Description tk. SI10f(� 2(° ? 4 �. Flitr aty 6Ye PV (° ��- s I ' Y Z - stonca 1 esi at ed: es No /Lessee / Tenant f'te l2" O . l VY1 p lty' Master Permit # 4 7(P 74/- Owner's Address 660 f■ Ki A ckt mores 331' h$ e Contracting Co. HURST CORPORATION Address 5660 NW 35th AVENUE Qualifier JOSE L. GARCIA SS# Phone 305/633 -3980 State # Municipal # Competency # 97,GZ/3Q Ins. Co. Architect/Engineer KNEZEVICH & ASSOCIATES Address 1260 N. UNIVERSITY DR. , #180 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION FURNISH & INSTALLATION OF HURRICANE SHUTTERS Square Ft. O , i. / /l/ • ary as to Owner My Commission Expires: WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wor be compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contracto . d� .. stated. O Notary Public, T• e of Florida CHARLOTTE NN RUFFINO Commission # CC 701079 Comm. Expires Dec. 8, 2001 FEES: PERMIT / U RADON APPROVED: Zoning Mechanical Building Date 20 Estimated Cost (value) a to Contractor or Owner - Builder My Commission Expires: • - Builder Date LAURA MARTINEZ MY COMMISSION # CC 753568 %'k pF r Bonded Th Notary Public Underwriters C.C.F. NOTARY -- ()— BOND a TOTAL DUE /7 Electrical // da at e Plumbing Engineering •NOTICE OF: COMMENCEMENT A` RECORDED COPY MUST:BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOI Me" ORS * aax) -01 693 PERMIT NO. TAX FOLIO NO. I '3 -SLR C'), ( i/U' STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descriptiqn of property and street address: 2. Description of improvement: Hurricane Shutters 3. Owner(s) name and address: J ri' p ikk.ciLy E . Qfig qe, 5T giAa/CAorro Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Hurst Corporation, 5660 NW 35 Avenue, Miami, Florida, 33142 STATE F FLORIDA, COUNTY OF DADE 5. Surety:(Payment bond required by owner from contractor if an I HERE • Y CERTIFY that this is re'e of the orrnmal filed n {� s pffice on , �� �) day of ,AD20 WI TNESS my hand Seal. 6. Lender's name and address: I IARVEY RUVIN, CL ' Ircuit and County Courts By D.C. Name and address: Amount of bond $ Signature of Owner Print Owners Name Sworn to and s Notary Print Notary's Nam 00R404800 2000 AUG 21 11:56 ublic re r e this 6 day o cl"rna 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as pro ■ by Section 713.13(1)(a)7.. Florida Statutes. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: .9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: 6 ...2L--& 141 C Hurst Corporation Address: 5660 NW 35 Avenue Miami, F1 33142 , Notary Publ+c, State of Porlde Commission # CC 701079 �'' ' Comm. Expires Dec. 8, 2001 This letter authorizes following job: Hurst Awning Company, Inc. Frank S. Cornelius President AWNING COMPANY, INC. www.hurstawning.com 5795 N.W. 36 Avenue • Miami, Florida 33142 Phone: (305) 635 -0900 / (800) 327 -0905 Fax: (305) 634 -9078 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Oc I2� �.O0O Municipality: (g vr► + �' o s 10050 OE 21,) LV cZ - 1 -4 (Am', , T .3313'2 Building Official: T:e < L. J 31 >r 1J Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description 26 G 4. s -r E L s-r raw, A e2. oN 5 N� i gym, . i fig. oe,,L to be used at the n E C f . * 'I l 91- (e �� - F( 33t B Product Approval No. 98- 1021.03 or Executive 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. A 1-/ � g A/ < /61 3 - < f , V 6 /- 1 "( C`i < 7 -- 5/J- < «j - ,1 3 7 / i / V lra r doer � c) M CUSOMER AILTN.O.C. 0 ASSOCIATION OAPPROVAL ❑ REQUIRED BUILDING HISTORICAL ❑ 3rd FLOOR D OR HIGHER ' AFFIDAVIT. INCLUDING ATTIC VVENTSINSURANCE 0 4th FLOOR OPG# HAG WIDTH x HEIGHT MOUNTING STORM PANELS ACCORDION - COLONIAL- ROLL -UP BUILD OUTS MISCELLANEOUS x ww wf Alun1, H -Hdr F -Trk �M.) Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" j&Q t i S .- , cw cf €I! U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x' ww wf um H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1-3" 6 -9" �J cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M.. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" ^ cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" rV I C \..),13 Cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H-I-Idr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver, HT100 . Col. Bah.. R -Ru 1 -3" 6 -9" ■ �i cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4-6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" 1 . �i cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" C, cw cf ' Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" �\ d cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100. Col. Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super 'Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 . Col. Bah. R -Ru 1.3" 6-9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" ' 6 -9" 161116 cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" ' Beam . x ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Cola Bah. R -Ru 1 -3" 6 -9" cw cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam LENGTH WIDTH OF OF BLDG.: HEIGHT OF OF BUILD NG FLAT OR PITCH � .. 1 c - BLDG.: SELLING PRICE Sales Tax Sub Total Permit & En g r. Fee TOTAL CONTRACT PRICE ($ BLDG.: DIAGRAM ROOF: $ Q $ $ IS CUSTOMER' NAME CONTRACTOR ADDRESS 5660 N.W. 35 AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 633 -3980 / FAX (305) 633 -4159 1- 800 - 645 -9964 Q r-ru , q CITY tlWAX STATE ZIP CODE 331 TAX FOLIO # HURST CORPORATION D APPRO ELIVE ATE'. PHONE (HM) 51 ZSS WORK (WK) FAX Contract No. 1 6 8 9 LICENSED & INSURED • Storm Panels - Aluminum & Galvanized Steel • Accordion Folding Shutters • Extruded Bahamas R ,,, 1 4e.‘2 • Hinged Colonial Sh t ers • Roll -up Shutters - Extruded • Hurricane Impact Windows • Windows & Doo DATE //3 C JOB NO. AOOou 7 PI - COLOR L ) COLOR # BY (Salespersqn this APPROVED AND AC Executed in qua Iicate Here) (Salesperson - Print ame) opy of which was delivered to, an day of OFFICE Less Deposit (50 %) $ 3-'S Balance Due On Day Of Installation (50 %) $ CHARGE CARD ORDERS: 0 MIC 0 VISA 0 DISCOVER PRINT NAME ON CARD: �rt UA. f K A Pte, % (glib (/ Exp. Date: 41 C)a_ • Account # (X) (X) ceipt is hereby acknowledged by buyer, Purchaser - Ple• -e (Purchaser Sign Here) ame) (Purchaser - Please Print Name) PAGE INSURANCE MAIL N.O.C. CUSTOMER ASSOC ASSOCIATION APPR REQUIRED FIDAVIT HISTORICAL ❑ 3rd FLOOR 4th 1:1 OR HIGHER AFFIDAVIT, INCLUDING INCLUD NG ATTIC COVERED VEN VENTS OPG# HAG WIDTH x HEIGHT MOUNTING STORM PANELS ACCORDION - COLONIAL - ROLL -UP BUILD OUTS MISCELLANEOUS x 4 LZ ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf ,J) Alum U -Hdr H -Hdr SA F -Trk 2 -SA (UFiI) Horz. Ver. Super HT100 Deco Col. Deco Bah: S -Ru R -Ru 4 -6" 1 -3" Beam 6-9" r ^� \Q/ • x/ � (AY teal � U -Hdr SA 2- Horz.' Super Deco Deco S -Ru 4-6" Beam Alum H -Hdr F -Trk cf:R) Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" x 4 .-bb tio cw cf teef)U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam x ,L 1! wf AIu H -Hdr F-Trk Ver.. HT100 Cpl. Bah. R -Ru 1 -3" 6-9" cw cf oteee. U -Hdr SA 2- Horz. Super Deco Deco S -Ru 4-6" Beam x 73 clG wf Alum H -Hdr F -Trk Ver. HT100 Col. Bah. R -Ru 6 -9" cw cf U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru Beam /'� f laf x A 7 wt Alum H -Hdr F -Trk V Ver. kHT1o0 Col. Bah. R -Ru 6 -9" cw cf eel ) U -Hdr SA Horz. Super Deco Deco S -Ru 4 -6" Beam CJ x �` Xis Q wf A�um� H -Hdr F -Trk Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cf teems U -Hdr SA 2 -S Horz. Super Deco Deco S -Ru 4 -6" Beam x �� wf Alum H -Hdr F -Trk OW) Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf atee9 U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4-6" Beam x S ir S-1)- ww wf Alum H -Hdr F -Trk Ver. HT100 Col. Bah. R -Ru 1 -3" ' 6 -9" fIk cf Steel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam wf � H -Hdr F -Trk 0 .. 2 ) Ver. HT1'00 Col. Bah. R -Ru 1 -3" 6 -9" x q cf CS' teef� U-Hdr SA 2 -SA Horz. Super Deco Deco S -Ru 4 -6" Beam f L x k wf AFum H -Hdr F -Trk M Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf �el; ",Steel; U -Hdr SA 2 - Horz. Super Deco Deco S -Ru 4 -6" Beam 1 I� x AP-I ww wf Alum H -Hdr F -Trk Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" cw cf eel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru Beam ,c')— x G � ww wf Alum H -Hdr F -Trk.) Ver. HT100 Col. Bah. R -Ru 6 -9" U cf feel' U -Hdr SA 2 -S Horz. Super Deco Deco S -Ru Beam wf H -Hdr tJ F -Trk SA Ver. Horz. HT1.00 Super Col Deco Bah. Deco R -Ru S-Ru 6 -9" Beam - " ) cf Steel-Hdr e �� 3� S ww wf Alum _H -Hdr F -Trk') Ver. HT100 Col. Bah. R -Ru 6 -9" 6 U cf CSteel' _ J Hdr H -Hdr SA F -Trk 2 -SA Horz. Ver. Super Deco Deco S -Ru (O th �cQ Beam HT100 Col. Bah. R -Ru 6 -9" wf A u r.r e . x j '� Beam cf feel U -Hdr SA 2 -SA Horz. Super Deco Deco S -Ru G / x J j. 1 a -a, ww wf Aum H -Hdr F -Trk t' Ver. HT100 Col. Bah. R -Ru 1 -3" 6 -9" 6 cf feel U -Hdr SA 2- A Horz. Super Deco Deco S -Ru 4 -6" Beam wf A teel � l .s d x J � . cf U -Hdr SA Horz. Super Deco Deco S -Ru 4-6" Beam LENGTH OF BLDG.: HEIGHT OF BLDG.: SELLING PRICE ($ WIDTH OF BLDG.: DIAGRAM OF BUILD NG FLAT OR PITCH ROOF: Sales Tax $ Sub Total $ _ , -- Permit & Engr. Fee $ i —do IIP TOTAL CONTRACT PRICE ,� 17 , 111 „t a Less Deposit • ! (50 %) $ I Balance Due On Day Of Installation (50 %) $ nflOr CHARGE CARD ORDERS: D MIC ❑ VISA ❑ DISCOVER PRINT NAME ON CARD: I l iii A A7.--N M, ] , \� �,/ . ... Account # . Exp. Date: • Contract No. 1 6 9 2 LICENSED & INSURED • Storm Panels - Aluminum & Galvanized Steel • Accordion Folding Shutters • Extruded Bahamas • Hinged Colonial Shutters • Roll -up Shutters - Extruded • Hurricane Impact Windows • Windows & oor ''JJ`` DATE 1 O (5v A 1 JOB NO. !!!!ll STATE l”` f l ZZIP CODE 3 3 ' WORK (WK) COLOR TAX FOLIO # 11 7 p �� ti FAX COLOR # CUSTOMER NAME CONTRACTOR L' ADDRESS K.I ii Q '7 +�� DELROXRIMATE CITY LQ�>t k c-V PHONE (HM) l (Salesperson gent) n re) 11.3/ (X) (X) i I /IL (P • ase ign He n 6 ( n APPROVED AN B Y Executed in quad 'ate, one co this 5660 N.W. 35 AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 633 -3980 / FAX (305) 633 -4159 Q 1- 800 - 645 -9964 ( rnw (Salesperson - Print N HURST CORPORATION so h was delivered to, and r -ceipt is hereby acknowledged by buyer, day of .. (X) (X) OFFICE (Purchaser Sign Here) e) Name) (Purchaser - Please Print Name) PAGE l OF W Z 2 WIDTH UNLIMITED 1 IPERP. TO PANEL SPAN) SECTION /- 1 - _ F_ A 6- f TYP L OVERLAP FASTENERS 6 OPTIONAL. BAR (SEE PLAN VIEW 1 NOTES S L 91 TYPICAL ELEVATION - TYPE 1 RILL PANEL TOP MOUNT PLAN VIEW BOTTOM MOUNT PRODUCT MARKING LOCATION 0 STORM PANEL EWHERAL NOTES SCALE : r 3. THIS SITLITTER SYSTEM IS DESIGNED NE ACCORDANCE WITH THE SOUTH FLORIDA OUALDRIG CODE. 9906 EO[T9 & 1. POSITIVE AND 'NEGATIVE DES/C39 PRESSURE CALCIILATIDNS SHALL BE PERFORMED FOR SPECIFIC DOSS 91 ACCORDANCE WJTN ASCE 2-99 "MI INUM4 DESIGN LOADS FOR BIB DINGS AIOB OTNER STRUCTURES". 3. STORM PANELS SHALL BE 20 GAUGE STEEL It : -035 CONFORMING TO AS TM A653. SOL GRADE 50. G60 GALVANIZED D COATING. EXTRUSIONS SHALL BE 6063 -T6 _AL.JOBNU}9. 13012. 4. PRODUCT HA33.3SN1GS SHALL. BE WITHIN 12" OF ONE END OF THE PANEL WITH A H04*MUM OF 021E 19AR$.1NG PER PANEL AHD SHALL. BE PERMANENTLY LABELED AS FELLOWS= !JI J memo CO. INC. UAW IFL DADE CCIJNW PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KU OR APPROVED COATED HARDWARE. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED 04 PRODUCT TESTING. 2. TOP 1, BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS HAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. B. FOR TYPE 1 1. TYPE 11 PANELS. AN OPTIONAL 1" )1 1" x 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION Of STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE. PROVIDED THAT THE PANEL SPANS USED ARE 101" OR LESS. AND THAT THE SEPARATION FROM GLASS IS 2" OR MORE BUT LESS THAN 2.S ". 9. TYPE I L 11 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 x r BOLTS WITH OIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 48 ". MIDSPAN FASTENERS ARE NOT REQUIRED. TYPE 1 L 1 PANELS_UTILIZI$G A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO Ararat 16 GAUGE STEEL BAR USING 11440 x 3 -1/2" BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE II L IV PANELS. FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. OEEKi■ 16 BASED ON HURRICANE ENGINEERING 6 TESTING MET)) REPORT 140.134-3124. No. S4-31Tp, No, 86-4010. AND CONSTRUCTION AND TE811N0 CORP. (CTC) REPORT No. 05-021. SOMA. OB-000R AND 964144. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HONE OWNER OR TENANT THAT THE STORM PANELS WLL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AN0 OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 12. WHEN PANEL 1• IS USED. 6 -1 /6' AND 12 -1/2 O.C. SHALL BE USED IN ALL DETAILS IN THESE ORA INGS IN LIEU OF 6" AND 12" BUT FASTENER SPACING SHALL NOT EXCEED THAT SHOWN IN ANCHOR SCHEDULE ON PAGES 6 .1 L 0. 4 2 Q N O 4 u 1- C WIDTH UNLIMITED IPERP. TO PANEL SPAN) SECTIONS OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW L NOTES • L 9) TYPICAL ELEVATION - TYPE II 0 M (3 EXISTING STRUCTURE 600 J .125 TYP. HALF PANEL ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. 5.00 MAX. C) • ANGLE SCALE : 3" • T -0' 1.110 410 ACROSS FLATS AI.IE/ WASHERED NUT 0a MUST BE PLACED OVER NARROW PORTION OF KEYHOLE SLOT. r MO OM OVERLAP FAST[ TYP. (SEE NOTE • In--, r--- TOP MOUNT PLAN VIEW BOTTOM MOUNT WASHERED NUT O STEEL BAR SCALE t HALF SIZE SCALE t 3' r ,r - 0" TYP. HERS 2.00 ® ANGLE SCALE : 3" a 1' -0" ALUM. ANGLE CLOSURE PIECE. 1' r •.055' 2" a 5" x .555' MAX. .125 TYP. I T YP) (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) TYPICAL ELEVATION - TYPE 1I1 1 /l" MAX. T 12' FULL PANEL STORM PANEL SCALE : 3 • 1' -0" SEE GENERAL NOTE *12 SHEET 1 OF 8. L EXII;TING STRUCTURE FASTENER O 12' O.C. FOR DESIGN LOADS LESS TNAN OR EQUAL TO 140 P.S.F. L' 6' O.C. FOR DESIGN LOADS GREATER THAN I40 P.S.F. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCMORI STUDDED ANGLE SCALE : 3' • 1' -0" r WIOTN UNLIMITE0 IPERP. TO PANEL SPANI TOP MOUNT • c= SECTIONr .1 1/4' MAX. 12.500" COVERAGE 13.710' 14.2S0 .12S TYP. 2.00 1 PLAN VIEW BOTTOM MOUNT I/4 -20 a 1 /4' MACHINE SCREW STUO PUNCNEO INTO ANGLE ISEE DETALS FOR SPACING/ 10 SPRING LOCKING CLIP (1" WIDE) SCALE • r • 1' -0• C91, TYP (OPTIONAL) EE TYPICAL ELEVATION L NOTE 619. MIS ooi 090 = 3,3 I .469 � )TYP) /" HORIZONTAL 1-raaaa: 21•311B121311 LEG OPTIONAL ALT. LEG I 2.000 DIRECTION "F" TRACK SCALE : 3" • 1' - 0" 2.940 APPROVED AS COMPLYING WI111 SOUTH FLOIUD BUILDING CODE DATF J: d/ 11 19 BY 11 SILL TRACK ITp 4' MCI RODUCT CON " al DIVISION SCALE . 3' • T -0 , STRIDING CODE Vi-/°°4 OFFIi ACCEPTANCE NO ! 8 /° ° 4 �3 MR MO MI PLAN VIEW / CLOSURE DETAILS SCALE: 1 -V2" • 1' -0" 12" (TYP) BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) TYPICAL ELEVATION - TYPE IV O "h" HEADER SCALE : 3" R .1ST' -1 :11264 U2" 141. OVERLAP ALUM. ANGLE CLOSURE PIECE. 1'z r•.125' PUN. TO 2" a 5' x .12S' MAX. WIDTH UNLIMITED IPERP. TO PANEL SPAN) 1 TOP MOUNT 1 -1/2' 14111. SECTION EXISTING STRUCTURE "U" HEADER SCALE t 3" • 1' -0" PLAN VIEW R .250" (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE s HALF SIZE PASTE/NA • 12' O.C. FOR 0551014 LOADS LESS THAN OR EQUAL TO 140 P.S.F. 1 0 ' 6' O.C. FOR OES(ON LOADS GREATER THAN 140 P.S.P. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR.) w O > • g N a..l0o by v111 tr..M9 n•. 98 -218 .n..t •r EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURES SEE MIN. SEPARATION PROM (KASS SCHEDULE (SHEET S OF 01 GLASS DR DOOR EXISTING CONCRETE HOLLOW EILOLK OR WOOD PRAYING ISEE ANCHOR SCHEDULE BASED ON 'EXPECT STRUCTURES W EMBED u 0 ANGLE TD W. 1L DETAIL tro WALL MOUNT SECTION SCMI ; 3° . 1' -B- ANGLE TO WALL DETAIL FASTENER. SEC ANCHOR SCHEDULE. REFERENCE CONNECTION 'TWEE" CONT. FASTENER. SEE ANCHOR SCHEI14.1Lt, REFERENCE CONNECTION `IYPE 1" ; r-- WOOD FIRMING FASTEN ES. SEE AJ101011 SOME. WEFERENCE LONNEC 1 'ME r ®CON T. FASTENER. SEE ANCHOR WOOD FRAMING SCHEDULE. REFERENCE CONNECTION 'TYPE 1' O WALL MOUNT SECTION SCALE 1 3" • 1' -0" 1/4-20 MAj1NE BOLT E. W T 0 OR WASHERED NUT 6' O.C. POR TYPE 0 AND' 12" O.C. FOR TYPE 1111. TYPE IV PANEL TO ANGLE DETAIL `L"J if f1 ! - GLASS OR DOOR SI SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET SOPO) 0. L 4 i 1 /1." MAX. 1/4" MAX. s — - 1 4. 1/4-20 MA MINE BOLT L WIN T OR WASHERED NUT • 6 o.C. FOR TYPE • AND • Et" 0.C. FOR TYPE I0 L TYPE IV PANEL TO ANGLE DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION `TYPE Y — SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF N 1 7 GLASS OR EMOEO. ( / ITYP.1 / `S , / ' / / / SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 0) N. GLASS OR DOOR ®CONT. 0 \ 010E0. I — EXISTING CONCRETE. IWLLOW BLOCK EOGC 01ST. • oft FRAMING I5E1 ANCHOR SCHEDULE 1 1 / i OASEO ON TYPE 01 . . 1" /�; '� STRUCTURE! EDGE DIST. • CEILING/INSIDE MOUNT SECTION SCALE : 3" • 1' -0 O6 C ONT . 1 /L - O >< 1 -3 /4" S.S. LAG • 12 O.C. W/ 1 -1/T PENETRATION INTO W000 '`- 2 - 1/6`1 r 4-1/2' L3. LAG SCREW • 24 0.C. MA)L WI 1 -3 /4- PENETRATION IN CENTER OF STUCS — 2 • 6` P.T. W000 CONT. F 1 MTi THIS OETAL MAY BE USED AT TOP OR BOTTOM OF PANELS. NDW Pic MOUNT SECTION (2 WALL SCALE 13' . 1' -0- 1/4' MAX. 1/4 -20 MA IONS DOLT & Ww(N ®0 OR WASHERED NUT f • 6" 0.C. FOR TYPE 0 AND • 12' 0.C. FOR TYPE 0) L TYPE IV • III / FASTENER. SEE ANCHOR + l // / / r CONNECTION REFERENCE N 'TYPE S' { / ! / // EXISTING I / STRUCTURE 1/4-20 MASHINE 00L1 L W010HJ t OR WASHEREO NUT (0y • 0 0.C. POR TYPE jT1111...1 AND' 12 FOR TYPE 10 & TYPE N EXISTING CONCRETE EMBED. HOLLOW BLOCK (TYP.) OR W000 FRAMING ISEE ANCHOR SCHEDULr- BASED ON TYPE OF STRUCTUREI GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF 01 EXISTING CONCRETE. ITYP.I ' 1 ' HOLLOW OLOCK .1' OR W000 FRAMING / .' (SEE ANCHOR SCHEDULE ■ • SAM ON TYPE OF ' � % STRUCTURE' . • i . jv Wb / j — t EXISTING STRUCTURE • GLASS OR DOOR 0 0 u SCALE : 3' • 1' -0' • • • 0 1 SEE MN. SEPARATION P FROM GLASS SCHEDULE (SHEET 5 OF 01 -- ---- -- ®CONT. --�. ©CONT. (TYP. TOP & BOTTOM O WALL MOUNT SECTION (DIRECT MOUNT) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r 1 — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 1W( 6' • SIDE CLOSURE REO'D. (SEE PLAN WW1 © BUILD -OUT MOUNT SECTION SCALE : 3' . FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE'S' TYP. TOP & BOTTOM. USE REMOVABLE FASTENERS • 6"0.C. MAX. FOR TYPE 1 & 0 OR O 12 O.C. MAX. FOR TYPE RI 100 NOT USE WHERE ANCHOR SCHEDULE SPACING IS LESS THAN 6 O.C.1 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ISEE ANCHOR SCHEDULE S ASE() ON TYPE OF STRUCTURES • 1/4 -20 MACHOCE BOLT L NUT' 12" 0.C. STAGGERED (TV?. TOP T. BOTTOM) I/ 4' MAX. tl z * �— 1/4 -20 MACHINE BOLT 1 WIIGN T ( OR WASHEREO NUT 6' O.C. FOR TYPE 0 AN0 • 12" 0.C. FOR TYPE 01 1 TYPE IV APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - �.�. 1 PRODUCT CONT'l DIVISION BUILDING CODE CC MPLANCE OFFICE 4CCEPTANCE NO. _ft :1° Z ' 03 z • ico 1 < pp i 0 • y • • = 0 U - N Z ] I W N W Z Y 61/16/$ n ►y _ ♦t NOT brow Id111116Q 37 chech110 • vat vac 6rarN0 no. 98 -218 • © r x 2 • .125 ALUM. STUD ANOLL I/4 -20 MALHI E DOLT L w T OR WASHEREO NUT p 6' O.C. FOR 6 TYPE U AND p 12" O.C. FOR TYPE 01 L TYPE IV /// EXISTING CONCRETE. MOL LOW &LOO( OR WDDO MAKING &SEE ANCHOR ST.MEOULE BASED ON TYPE Of STRUCTURE) 0 2'r.053 4063 -T& CONT_ ALUM. TUDE /EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE DAM OQN1LTYPE OF STRUCTUII'EI AI /AA /00 Ia. .1 NOTE. TM'S DETAIL MAY DE USED AT TOP O.A HDTTOM OF PANEL JMAX. iDESJraN LOAD a 72 ' PSF) EDGE MOUNT DETAIL St :AIE : ; x r-O liQ1 IMAX. DESIGN LOAD • 72 PSFI S /16" • POWERS RAWL CALK -IN p 6 O.C. W/ r MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -10 MACHINE SCREW r • S" : 11b CONT. ANGLE 6061 -T6 ALUM. W/ 1/4 - • STUD p 12 O.C. CD 2 a2 •.12S STUDDED ANGLE 1/4 -20 MACHINE SCREW p 6' O.C. 1/4 POWERS RAWL CALK -IN W/ 1/6 MN. ENDED. N CONC. OR HOLLOW BLOCK p 6" O.C. TANS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2 x 2" ALUM. TUBE BUILD -OUT SCALE • )" • 1' - O 2 1/2` � MIN. 1/4 POWERS RAWL CALK -01 W/ 1/4" 11114. ENDED_ L p 1r 0.C. IN CONC. OR • 7 0.C. IN HOLLOW BLOCK WITH 1/4 -20 NADINE SCREW 1/4 - O MACHINE BOLT p 12" O.C. I L- 2" x 2" x .12S STUDDED ANGLE i 1/4 -20 MACHINE DOLT L W1N0. T O OR WASHEREO NUT 0 6" O.C. FOR TYPE 0 AND • 12 0.0 FOR TYPE 61 L TYPE IV 2 • S" • I /O" 6003 ANGLE 1/4' MAX. (MAX. OES16141 LOAD s 72 PSFI ANGLE TO "U" HEADER O BUILD -OUT SCALE. )" • r -0- 1/4 -20 MA DOLT L WRIT P OR FOR EO HUT 6 O.C. .C. FOR TYPE 0 AND p 12 0.C. FOR TTPE 111 1 TYPE IV—A TWO - 5/16 - 11 POWERS RAWL CALK-IN p ) /6 O.C. w/ r MN. EMBED. N CONC. OR FOLLOW &LOCK W/ ) -)14 MIN. EDGE GIST. ■/ 5/16 -15 MACIJIINE SCREW 1 • • I /.// • / /./.7 t i EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUREI ® SCALE : ) • 1*-0 81 EMBED. ®2 x rx.125 STUDDED ANGLE -� TWO -2" x S' x 1 /6" 6067 -T6 AL•IM. ANGLE �- JIOTE. THIS DETAIL MAY BE USE0 AT TOP OR BOTTOM 01 PANEL. (MAX. DESIGN LOAD a 72 PSFI C • 2" • 1/6 STUDDED ANGLE - -� ASSEMBLY MOUNT SCALE . )" • r -0- - 2 x3' /4 "•0' -6" 6063-T6 ALUM. ANGLE (TYP. TOP L BOTTOM) (MAX. 0E510N LOAD s 72 P511 TWO- 1/4 -20 MACHINE SCREWS ALT. LEG CIIRECTION STORM PANEL SUPPORT BEAM 012 SMS p 12" 0.C. I/4 -20 MACHINE SCREW STUD W/ WINO NUT p 6" 0.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ HUT p 6" 0.C. ANGLE TO ANGLE CONNECTION THREE -1/4 -• POWERS RAW CALK -IN 1b 4 0.C. W/ 7/8" MIN. EMBED. IN CONC. W/ 1/4 -20 MACHINE SCREW - r- • 0 n ea 4 4 z J J 2 X L 2- x 7 1' -7" MAX. Tf•0.13 Tv•O.OSS 606) -T6 ALUM. LAP BEAM 1/4 - • THRU BOLT 0 12 O.C. ANGLE TO ANGLE CONNECTION 1/ 4"• POWERS RAWL CALK -IN • 11 0.C. W/ 7/6' MIN. EM810. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW 13 INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2 • T -0` STORM PANEL INTERIOR FASTENING DETAIL O U SCALE. N.T.S. hvr Mal 2 •lt +x L6 6063-T6 ANGLE NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD a 72 PSFI SCALE : )- • 1' -0" 1 — 111 2" • 2 x .12S STUDDED ANGLE Ci 2` • 2 • .125 - STUD ANGLE --I ) /1"• HOLE FOR FASTENING PANEL 2 • 2 ALUM. STUD ANGLE - 1/4 -20 MACHINE SCREW ^ STUD W/ NUT p 6" 0.C. TWO -1/4 DROP -1N ANCHOR w 7 O.C. W/ r MIN. EMBED. 1)4 CONC. INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2 • Y-0 PUNCH MOLES 114 ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS FROM THE INSIDE (USE WITH DETAIL L 1/4 -20 MACHINE BOLT & WNGN T j OR WASHERED NUT 6" O.0 FOR TYPE 0 AND p 12" O.C. FOR TYPE I0 L TYPE IV APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - if 1491 of BY PRODUCT CON OL DIVISION BUILDING CODE COMPLIANCE OFFICE lCPI PT "!'rc NII 9a — AF10 STORM PANEL BUILD -OUT .0 0 • N M w • h 0 o CO Q U j ad a IA ~ a w y • ~ N J r < „ Z M C O M 0 • • • 1 i VJ. KI62 [PROMS • • FL L n No. 1 PE!: 0' ;3 AN 619 6a /)On121 I by checked b v- I doalbr c i vJx A RamMO ••• 98 -218 DESIGN WIND LOADS TRIBUTARY'AREA ? 20 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES ME MEAN ROOF HEIANTT.) POSITIVE ZONE (4) & (5) NEGATIVE INT ZONE (6) NEGATIVE END ZONE (5) 0 - 15 39 6 -L2 0 -52 1 > 15 - 20 L2 9 -L5 5 -56 5 > 20 - 25 45 3 -L3.5 -60 3 > 25 - 30 Le2 -51 2 -53 •5 > 30 - 40 52 1. -55 6 -69 0 > LO - 50 55.3 -59.3 -73.6 > 50 - 60 58.8 -62.L -77.5 DESIGN WIND LOADS TRIBUTARY AREA >_ 50 SQ. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE INT . ZONE (4) NEGATIVt END ZOT(> (5} 'Xi) 0 - 15 37 2 -39 7 -47 a. : > 15 - 20 40 1. -L3 1 - > 20 - 25 L3.1 -L50 = 13. -57',2 n > 25 - 30 45 L 4 L -9 > 30 - LO L9 3 -52 5 -52 1, r > 40 - 50 52.5 -56.0 -66 2 '. > 50 - 60 55.1. -59.0 -69.3 MAXIMUM DESIGN WIND LOADS FOR ANY TRIBUTARY AREA COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT (F T.) POSITIVE ZONE (4) & (5) NEGATIVE INT. ZONE (6) NEGATIVE END ZONE (51 0 - 15 L1.3 -L3 8 -56 1 > 15 - 20 . 4 8 -47 5 -60 9 > 20 - 25 L7 8 -50.5 -56 9 > 25 " - - 30 ' 50 3 -53 3 -58 6 > 30 - 40 51. 7 -57 9 _71. 2 > 40 - 50 53.3 -61.7 -79 1 > 50 - 60 61.4 -65.0 -83.3 DESIGN WIND LOADS TRIBUTARY AREA >_ 20 SQ. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE INT. ZONE (L) NEGATIVE END ZONE (5) 0 - 15 L3.2 -45.9 -57 2 > 15 - 20 L6.9 -L9.9 -62.1 > 20 - 25 50.0 -53.1 -66.2 > 25 - 30 52.7 -55.0 -69.7 > 30 - LO 57.2 -60.8 -75.7 > 1.0 - 50 50.9 -54.8 -80.7 > 50 - 60 64 2 -58.2 I -35.0 DESIGN WIND LOADS TRIBUTARY AREA >_ 50 SQ. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN R ROOF HEIGHT OOF POSITIVE ZONE (4) & (5) NEGATIVE INT. ZONE (4) NEGATIVE ENO ZONE (5) 0 - 15 L0.6 -43.4 -51.4 > 15 - 20 LL.1 - -55.8 > 20 - 25 47.0 -50.2 -59.5 > 25 - 30 69.5 -52.9 -62.7 > 30 - 60 53.3 -57.4 -68 0 > 1.0 - 50 57.3 -61 2 -72.5 > 50 - 60 60.4 -6 4 ,1. -75.4 MAXIMUM DESIGN WIND LOADS FOR ANY TRIBUTARY AREA COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT ROOF POSITIVE ZONE (6) & (5) NEGATIVE INT. ZONE (4) NEGATIVE END ZONE (5) 0 - 15 45.1 -1.7.9 -61.5 > 15 - 20 L9.0 -52.0 -66.8 > 20 - 25 52.2 -55.4 -71.2 > 25 - 30 55.0 -58.3 -75.0 > 30 - 60 59.7 -63.3 -81.6 > LO - 50 53.7 -67 5 -86.3 > 50 - 60 57.1 -71.1 -91.4 GENERAL NOTES: 1. TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. BASIC WIND SPEED: 110 M.P.H. C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY I STRUCTURES. FOR CATEGORY II AND 111 STRUCTURES, MULTIPLY APPLICABLE LOAD BY 1.12. D. TRIBUTARY AREA AS NOTED. E. ENCLOSED BUILDING: GCpi = _ 0.25. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND NON COASTAL BUILDING ZONES. EXPOSURE "C " 15 USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE WITH THE DIAGRAM SHOWN. DIMENSION '•a'" EQUALS 10% OF MINIMUM BUILDING WIDTH OR LO% OF MEAN ROOF HEIGHT (h). WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FEET. S. TRIBUTARY AREA REFERS TO THE AREA OF LOAD THE SYSTEM OR COMPONENT RESISTS. FOR SYSTEMS SUCH AS STORM PANELS AND FOLDING (ACCORDION) SHUTTERS, THE TRIBUTARY AREA MAY BE TAKEN AS: L2 WHERE L = SHUTTER SPAN 3 FOR ANY OTHER SYSTEMS. REFER TO THE ENGINEERED DRAWINGS OR THIS OFFICE FOR APPROPRIATE TRIBUTARY AREA OR USE TABLES DESIGNATED AS: DESIGN WIND LOADS FOR ANY TRIBUTARY AREAS. 6. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE AND RAISED SEAL OF J.W. KNEZEVICH, P.E. 7. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 0i /i9 /CO :3:59 BASIC WIND SPEED =.110 M.P.H. SLOPED ROOFS 2:12 SLOPE OR GREATER (O > 10 °) FLAT ROOFS 2:12 MAX. SLOPE (0 S 10 °) �,- sr.esc o -_- NEGATIVE , DESIGN LOAQ w r (PSF) TYPE I TYPE 1I TYPE III TYPE IV FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS 8, SILLS USING STUDS, BOLTS OR DIRECT '• MOUNT (al 6" O.C. BOLTS OR BAR REQ'O. AT MIDSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT ® 6" O.C. BOLTS OR BAR REEVE/. AT NIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT @ 12" O.C. NO BOLTS OR BAR REEVE). AT NIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS I. SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT ® 12" O.C. NO BOLTS OR BAR REQ'O. AT MIOSPAN OVERLAPS L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 40.0 8 - 12 - 8 -3 11 -6 45.0 8 - 12 - 8 -3 1O 1F) 50.0 8 -8 11 -9 8 -8 10 -3 55.0 6 -9 "11 -2 8 -8 - 3 -9 60..0 l 8 -8 10 -9 8 - a 3 -4 62.0 Cc -9 10 -6 8 -8 9 -3 65.0 6 -3 10 -4 8 -9 3 -0 70.0 c -5 5 -11 8 -8 3 -8 72.0 8 -4 3 -9 8 - .3 -7 75.0 a - 0 9- 7 8 -. 3- '. 80.0 7 -5 9 -3 8 -' 3 - 90.0 6 -8 0 -9 7- 2 7 -9 100.0 6 -0 a - 3 . 6 -6 7 -3 110.0 5 -6 7 -11 5 - "0 6 -11 320.0 5 -0 - -7 5 -5 i -7 130.0 4. - 7 -3 5 -') 2 -1/2 1400 4 -3 7 - 0 4 -7 6 -1 150.0 4 -0 6 -9 4- 3 S - 1: 160 3 -9 6 -7 4 - 0 5 -9 170.0 3 -6 6 -4 3 -9 5 -7 180.0 3 -4 6 -2 3 -7 5 -5 190.0 3 -2 6 - 0 3 -5 5 -3 200.0 3 -0 5 -10 3- 3 - 11 210.0 2 - 10 5 - 9 3 - " -. - 9 - � 220.0 2 -9 5 -7 2 -`1 4 -6 230.0 2 -7 5 - 4 2 - 9 4 - 4 r POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) . BAR NO BAR NO BAR . 40.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -1/2 12 - 0 N/A 3 -1/4 2 -1/2 50.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 11 - 9 N/A 3 -1/4 2 -3/4 60.0 5- 0 r 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 10 - 9 N/A 3 -1/4 2 -1/2 70.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 9 - 11 N/A 3 -1/4 2 -1/4 80.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -7/8 9 - 3 N/A 3 -1/4 2 -1 /I. 90.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/8 8 - 9 N/A 3 -1/4 2 100.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 8- 3 2 2 -1/2 2 110.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 7 - 11 2 2 -1/2 1 -7/8 4- 0 2 2 -1/2 1 -1/4 120.0 6- 0 2 2 -1/2 1 -3/8 7- 7 2 2 -1/2 1 -7/8 a AI /n4 /44 1R• TABLE 1 - STORM PANEL& SCHEDULE NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. TABLE 2 - MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE NOTES: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM SEPARATION FRON GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT, - HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET "NO BAR" REQUIREMENTS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE. H y if 19 09 BY PRODUCT CO N'1 L OIVIS:ON BUILDING CODE COYPL ;,;NCE OFFICE 1 CCEPIANCF NO. .. 1 I , Or.vn i► J A{ NOM NC r !design by Ilckac,.11. WSJ, vnc I Ora wine n.. c 0 1 4- VJ K PROFES FL Lir. f Ho PE 3 61 98 -218 N W 1- u O h N EN _ FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS 3a u.ontu s 6 NUS $ ANCHOR TYPE LOAD (WI PSF M AX. (SEE NOTE 1) 3/4" EDGE DISTANCE SPANS UP TO 5• -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 12" -0" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 • 5 ® i�l0t!lt11llllh!!lRUilltlt► 1 /4 wow) I.AG scREW W/ 1 - 3/4 - THREAD PENETRATION 1SHEAR PARALLEL TO GRAIN) 48.0 12.5 12.5 12.5 12.512.512.5 11 12.512.5 9 12.5 6 12.512.5 6 62.0 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 7 12.5 4 12.5 10 4 72.0 12.512.5 12.5 12.5 10 12.5 5 12.5123 6 12.5 3 9 7 4 92.0 12.5 9 12.512.5 7 12.5 4 12 9 4. 12 .,:; 5 4 3 230.0 11 // /i; : 5 4 3 10 . / 4 3 , ! // ,% 10 • • : ' 4 12.512.5 3 �, ,!� 5 i lllliV,Vil111t1f!!llllllu. l/4 WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 48.0 12.5 12.5 12.5 123 12 12.5 11 12.512.5 7 12.5 6 62.0 12.5 12.5 12.5 12.5 9 12.5 7 12.5 12.5 5 12.5 4 12.5 10 3 72.0 12.512.5 12.512.5 8 12.5 5 12.512.5 4 12.5 3 9 7 3 92.0 12.5 9 12.5 12.5 6 12.5 4 12 9 3 12 , 5 4 , ., 230.0 ■ 11 � . 5 4 r ;!: 10 J . /:/ , 4 4 / r 10 �:. 4 3 '� * i , • 1/4"0 ELCO FEMALE "PAHELMAT£' 1 - 7/0 MIN. & 1/4 - 20 SCREW g , ,,,•: HALE/ W/ EMBEDMENT MACHINE WITH NUT 48.0 12.512.512.512.512.5'12.5 12 12.512.5 12 12.5 7 12.512.5 8 62.0 12.5 12.5 12.5 12.512.5 8 12.512.5 9 12.5 5 12.5 11 6 72.0 12.5 12.5 12.5 12.5 12.912.5 6 12.512.5 8 12.5 4 10 8 5 92.0 12.5 10 12.5 12.5 10 12.5 4 12.5 10 6 12.5 3 6 5 4 230.0 12 , 5 4 4 12 / ; 5 4 4 12 . ": N 5 4 1 4 * 1 .1\I'"l„' S/16 woo0 w/ 7/e" AND 3/4' EDGE DISTANCE 48.0 12.5 12.5 12.5 12.5 7 9 3 9 9 4 6 .;: 6 6 3 BRASS BRASS BUSHING EMBED. MIN. 62.0 12 5 4 12 10 8 / f 12 10 8 '/:*, 5 4 3 +; i '! 7 j/ 6 K.,J 4 1 �/ 3 )./ 7 6 3 , / //, 7 5 7.- . !f, 3 '' !. . ; 4, 5 4 3 3 ";•.; • • • • . . . ' . /. ':///,/,•":',.... '. , : 4 �: /".'' ` %, ; j / •/ / j , ; .. - 0 72.0 10 92.0 8 3 �� 230.0 01705/99 16:18 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE'CONCRETE, HOLLOW BLOC WOOD FRAMING. REFERENCE ANCHOR SCH LE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS• RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.I WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. i� DESI A ANCHOR CONDITIONS WHICH ARE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT. OR MACHINE SCREW. APPROVED AS COMPLYING WfiM THE SOUTH FLORIDA BUILDING CODE DAT 2 PRODUCT CON 4 r1. DIVISION dU1(UiIIG CODE COMPLIANCE OFFICE :r ci:°I:, :Cf HO. _gar 21 • 6 3 d o o u • '^ - on P Q + W H C) a.! 1 I W 0d^ 0 I N -1 h • b O • N O Q o o as x co • N 3 o =1 i d1 t • 4 < I >i , b ON: t lL O W 1 " z W r X Y • _ > N < 1 o • - a " AI O „ t o 0 z- i ta ii 0 e3 z L JJ II/ LUZ I" ( c�a 0 Ny 0 • 1 1 r VJ. VIE PROF( MORAL ER FL Lic PE 00 61991 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE • DESIGN LOADS ANO SPANS (INCHES) REQUIRED FOR VARIOUS COSTING STRUCTURE • ` ANCHOR' /`. ■ • LOAD ( W ) PSF MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 3131dON00 t t - 1 pat ■ .,11111U111111U11141111Nt1111M� /4 "m ITW TAPCON W/ /1. MIN. EMBEDMENT 3.1oo psi. C:DNCRE1 48.0 12.5 12.5 12.5 2.512.512.5 7 12.512.5 9 12.5 3 12.512.5 6 2.5 12.5 12.5 12.5 12.5 2.5 7 12.512.5 11 12.5 4 12.512.5 8 62.0 12.5 12 12.5 4 5 12.512.5 8 12 3 9 7 6 72.0 12.5 8 12.582 10 12.5 3 2.5 12 6 9 � mg 9 12.512.5 12 li 4 ge 6 5 5 92.0 82 5 12.512.5 8 10 a® 1 6 12.512.5 10 11 a: 6 5 8 jP 3 3 4 230.0 7 Ea 3 11128 6 rag 7 7 3 i ii 3 ilr it HALE/ 1/4 - • ELC ®BilA �/s' FEMALE "PANELMATE 9 - EMBEDMENT & t1.91. MACHINE CM1NltE SSCREW WIT 99 N OR 48.0 =12.512.5 11 12.5 5 12.5125 7 11 3 11 11 4 1 1 5 12.5 2.5 8 11 3 11 11 5 N- 62.0 az 9 7 12.5 Din � ® 3 � RE � �� ME 10 12.5 12.5 10 12 10 3 3 10 9 5 7 a 7 4 5 4 72.0 3 3 92.0 4 12.51 2 �Ey� �� a 8 6 4 4 6 ; , . .- - vf,. 230.0 5 �y MB 5 5 tiffl`. -a, ; /'. -se 1 /L - • P - DWERS RAWL C'AL9f - 04 y t 7 9/I . D 9 STADI L ESS 9t . STAl21ESS STEEL HAMM SCREW pa& s►o®D 48.0 62.0 111 11112.5112.512.5 12.51 12.5 123 11 7 12312.5 01111 10 12.5 6 12.5 12.5 412.512.512.512. 7 1 12.5 E 12.5 8 12.512.5 11 9 112.512.512.5 5 12.512.5 9 72.0 112.512.512.5= 6 12312.5 7 12.5 ' 3 7 12.5 12.5 11 12.5 4 11 9 7 92.0 1�� 12 .5 4 � � 1 12.5 12.512.5 5 12.5 11 8 12.5 3 7 5 6 230 !! 12.512.S12.5 � 1 .0 48.0 2 5125 7 11 11 11 5 12.5 2.5 9 12 3 12 12 6 62.0 1' 10 12.5 123 10 12 3 7 5 4 11 12.5 12.5 12 32 4 12.5 12.5 7 9 a 7 5 j if % - A BAWL NAIL - IN (Mw. 3.000 POWERS ZAHAC 1././ a PSI CONCRETE) 72.0 7 12.51 8 10 am 9 5 7 El 8 12.5 12.5 10 12 3 11 6 8 mg 5 4 92.0 4 12.5 12.5 �� ©', r / / . 6 9 6 mg EV i .! 230.0 ill 1/4 DYNABOLT ANCHOR (MIN. 48.0 112.5 12.5 12.5 12.512.5 7 12512.5 8 12.5 4 12.5 12.5 5 12.5 1 9 12.5 12.5 12 '12.5 5 12.5 12.5 0 ;I 62.0 12.5 12.5 12.5 10 12.5 4 1112.5 1 6 12.5 12.5 9 12.5 3 11 8 ITW RED HEAD SLEEVE W /1 - 1 /0 MIN. EMBED. 2.100 P.B.I. CONCRETE) 72.0 9 12.5 9 12.5 12.5 12 5 9 6 4 3 12.5 i 12.5 8 12 7 5 92.0 5 12.5 7 11 8 6 4 '7 3 3 3 2.5 7 6 9 4 3 2 30 ././ 3 7 3/, . %. 7 3 j2, 9 3 3 4 8 3 3 BOLT • I +.��t I. 1/I. N. 48.0 12.512.5 • 12.512.5 10 12. 12.512.5 '7 2.5 • 1 /c e POWERS RAWL DROP - IN SIDEWALK (I /1. HEAD) W/ 2. N .S CRE1) 62.0 12.5125 12.5123 7 12.5 12.5 9 5 12.5 12.512.5 12 12.5 12.5 12 720 12.5123 12.512.5 6 12.5 8 6 4 2.5 12.512.5 10 '�2.5 11 8 92.0 12.5 12.512.5 8 12.5 4 11 8 5 11 5 4 3 12.5 10 12.5 12.5 12.5 2.5 5 12.5 11 8 12.5 3 6 5 2 30.0 10 4 4 3 10 '7 4 3 3 10 4 3 3 2.5 3 Es 5 5 12 ';, 5 4 5 12 ,% 5 4 FL Lit PE . 0 6 19 r...ol �. 98 -218 01/05199 16:18 SEE PAGE 6 FOR ANCHOR NOTES APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CONT " el DIVISION OUI1 DING CODE COMPLIANCE OFFICE •CfEPTANCf N0. / /' 03 V Z r r 0 A P < r Si LL W IA - < i �a d o N < I J X � P � O A 0 0 0 L 4 L FASTENER MAXIMUM SPACING ANCHOR SCHEDULE - DESIGN LOADS AND S (INCHES) REOUIRED FOR VARIOUS 3a(110(1a .S SNLLSDC3 ANCHOR 'tvPe 1 '! ' LOAD (WI P S F MAX. (SEE NOTE 1) 2• EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) SPANS UP TO 12• -0" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 12• -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 • 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 ��1111111111111V1t1" 1111111111111> - 1/4"• ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 48.0 12.512.5 12.5 12.5 9 10 3 10 10 5 7 2... 7 7 3 2.5 12.5 12.5 12.5 11 12 4 12 12 6 8 - 8 8 4 62.0 12.5 6 12.5 12.5 7 8 E 8 8 4 5 3 pm 7 12.512.5 8 9 9 9 5 6 is 5 3 3 72.0 12 4 12 12 6 7 10 7 6 3 5 % mom 5 12.5 12.5 7 8 is 8 7 4 5 1 3 iis 3 92.0 9 3 9 9 4 5 WEIMINEEIE EN 10 3 10 10 5 6 El 4 3 3 4 a ; / 230.0 3 V / %%1 /•• f 3 ��� 4 �• M�� ; . �Ir +... ,•:. •+ - += '' " "' +'" VC ELCO HALE/ FEMALE > EMBEDMENT / L t.f 1. MACHINE s> Era WIDi NUT 48.0 12.512.5 12.5 12.5 11 12.5 5 12.512.5 7 11 3 11 4 12. 5 12.512.5 8 11 3 11 11 5 62.0 12.5 12.5 9 7 12.512.5 12.512.5 9 7 12 10 3 Et 12 10 12 9 5 4 8 7 5 3 10 7 12.512.5 12_5 12.5 10 9 12 10 3 3 12 10 12 9 6 5 8 7 si 111 7 4 5 3 4 3 72.0 92.0 12.5 4 12.512.5 6 8 311 6 4 3 6 ! �� 4 12.5 12.5 7 8 6 4 4 6 �� / / - 230.0 5 ''-•:- ; i / /- /; • 5 3181121111111111111111111 NM 5 i r .- i • : 7 2 i %i 5 �INI % / 1/4 POWER RAWL CALK WF 1/1r EMBEDMENT 1 t/1 - 20 STAR4LESS STEEL MAC E S SCREW 48.0 12.512.5 12.5 12.5 10 12.5 4 12.512.5 6 9 'f> 9 9 4 12.5 12.5 12.512.512.5 6 1 12.5 9 12 3 12 12 6 6 2.0 12.5 8 12.512.5 7 10 9 -7 3 10 9 5 10 8 3 4 4 3 7 6 S ; j' mare 5 3 4 3 3 MEI EN 6 10 7 4 4 /: 12. S 12.5 12.512.5 12. - ! ;-;..• 12.5 12.5 / 11 10 8 3 12.5 11 9 5 3 3 1 11 P .5 10 7 6 4 3 9 8 6 5 is El Elm �/� wan 7 4 5 3 4 4 3 3 72.0 12.5 12 6 3 12.512.5 12 10 6 5 92.0 230.0 4' r// i/, w . ,/ i i //.•! / -!, - 4 HOLLOW CON ii=0------ 48.0 12.512.512.512.5 9 10 3 10 10 5 7 la 7 7 4 2E12.5 12.5 12.5 11 11 4 11 11 6 8 a 8 8 4 6 2.0 12.5 6 12.5 12.5 7 8 fla 8 8 4 5 3 3 mg 7 12.5 12.5 8 9 im 9 9 5 6 E 5 3 :. 1/4 - • POWERS RAWL ZAMAC MIN. N E MENT 1-1/8- M1N. EMBEDMENT 72.0 11 4 11 11 6 6 5 IN E 6 3 6 r ',/,/,-/,,- 3 4 3 ENE NM 10 5 3 12.5 10 12.5 10 7 6 7 6 EI 121 7 4 7 3 4 3 5 4 El EWE 3 El 92.0 9 i .. j 9 9 5 230.0 3 !/- , �, /. /• : //. // 3 ./ Ir. j / • / / • 3 E 4 �� ���� 1/4'• DYNABOLT ANCHOR 4 8.0 12.5 12 12.5 12.5 7 8 8 8 4 6 .. /r' 3 12.S 12.5 12.5 11 11 1 6 7 IJ uuuuu, -.� 62.0 11 S 11 11 6 6 6 6 3 4 : f 6 12.5 12.5 8 8 I S 6 ITW RED SLEEVE W /1 -1 MIN. EMBED. HEAD /tt" 72.0 9 3 9 9 5 5 5 5 3 4 . 4 12 12 7 7 4 S 92.0 7/ 3 ` ' ,/,•j ( / / /,..:"/ 7 7 / 4 / , 4 • /V it En ME 9 3 3 !i' 9 ., 9 5 r r' % 5 3 ` 3 r /.4 4 3 EMU >. \ ■\' 230.0 '� 1/4 EPDXY S.S. 48.0 12.512.5 12.512.5 12.512.5 10 12.512.512.5/12.5 6 10 12.5 12.5 12.5 12.5 12.5 2.512.512.5 72.5 2.5 .111111111111UIIN11U11 62.0 12.512.512.512.512.512 -5 7 12.512.5 11 12.5 4 8 12.5 12.5 12.5 12.5 12.5 2.512.5 11 12 9 SCREW R001 i Y - 20 ITW EPCON ANCHOR MACHINE SCREW 2" MIN. EMBED. 72.0 12.512.5 12.5 12.5 12.512.5 5 12.512.5 9 12.5 3 6 12.5 12.5 12.5 12.5 12.5 2.512.5 9 12 6 W/ 92.0 12.5 8 12.512.5 12.5 12.5 3 11 4 8 3 7 4 11 10 El 5 4 m,• 8 12.5 12.5 12.5 12.5 11 8 7 11 4 W/ 230.0 10 .'< 4 4 5 10 4 4 5 10 4 3 4 10 3 T99 18:18 SEE PAGE 6 FOR ANCHOR NOTES APPROVED AS COMPLYING WTTil NNE SOUTH FLORIDA BUILDING CODE I DAT -. day !> 14 99 8Y PRODUCT CONTR(( DIVISION BUILDING CODE COMPLIANCE OffICE 1 CCEPTANCE NO. 9 �' 01 14.3 +. O m < I"- i O J O. La N J r • an 2 a a d o N 3 p E J < ►- N X P 1L � A z • ° W U • O 0 J • 4 = c • • i g • Y 0 :E! 2 N W I- t u 0 a u W N W 2 Y � O P P f l7 0. 0 u 6 199 /C.I. - ' II.cVM by I ONO I�_ - _!IC Id�NM y bye vwc ' vwc I .r.WIRO no. 1 98 -218 1 - .,�AMI-0ADE Hurst Awning Company, Inc. 5795 N.W. 36 Avenue Miami FL 33142 Acceptance No.:984021.03 Expires:02 /16/2002 Approvcd:02 /11/1999 1 of 3 Internet mail address: postmaster ®buildingcodeonline.com PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 ga. Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be'alid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, iLit is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod - nguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco • uintana, R.A. Director Miami -Dade County Building Code Compliance Office Hontepage: http : / /www.huildingrodeoaline.com Hurst Awning Company, Inc. ACCEPTANCE No.: 984021.03 APPROVED EXPIRES : February 16, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 1 1 1999 1. SCOPE This revises and renews the Notice of Acceptance No. 97-1208.05, which was issued on February 5, 1998. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 20 gauge ga4nized steel storm panels shutter and its components shall be constructed in strict compliance withTe following documents: Drawing No. 98 -218, titled "20 Ga. Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 30, 1998, last revision #2 dated January 4, 1999, sheets 1 through 8 of 8, signed and sealed by V. J. Knezevich, P.E., on January 6, 1999, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Atteeptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be acrnmpanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 4 Helmy A. 11d'bkar, P. E. - Product Control Examiner Product Control Division 2 of 3 Hurst Awnintt Company, Inc. ACCEPTANCE No.: 98- 1021.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 1 1 1999 February 16, 2002 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has beka change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami- Dad(County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance -shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Helmy A. ' akar, P.E. - Product Control Examiner Product Control Division NOT VALID UNLESS EMBOSSED WI ?H SURVEYOR'S SEAL REVISED: • lr- 1' • - 14 845 m , 31(Z.5 LEGEND • FIP= Found Iron Pipe S.P.tr =SET 1/2" PIN &CAPLe4789 F N /D =r'ound Nail Z. Disc S.PCP= SET PERMANENT CONTROL POINT LB4789 q= CENTERLINE. P /L= PROPERTY LINE. 0 /L= ON LINE M.H.= MANHOLE. WM= WATER METER. PP= POWER POLE F.C.= FENCE CORNER. R= RECORD, M= MEASURED CHAIN UNK OR WIRE FENCE= • W000 FENCE= •- • MASONRY WALL= CO NCRETE= •• . • .. ..' •I MAINTENANCE ti DRF -NAGE EASEMENT = RTb.E. NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he same, if any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fen :e. 7) Wall Ties to the face of the Wall. 8 BEARThri WiIEN sid ARE REFERED TO AN ASSUMED VALUE SAID FB PAGE Elevatior.s based on CBM a Elev. NGV Datum. Locator Index # 1 HEREBY CERTIFY That the survey represented hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. • There are no encroachments. overlaps. easements appearing on the plat or visible easements other than as shown hereon IUW 4 MARK M. KRAJMIK Registered' Land Surveyor NO'. -4371 State of Florida •••. ,. ... I ii. :.'F• 1 • TJOCATION SKETCH SCALE: N T S / ) q)3/ ) ' 10 11 U (S • \ - •5 MM LTS 20 Certified to: Arron D. Rimpley, 550 N.E. 94th St. Miami, Florida 33138., Neal S. Litman, P.A., Attorneys" Title Insurance Fund, Inc., Standard Federal Bank, F.S.B., its successors and /or assigns as their interests may appear. LE3. DE3CRI,7_3y : (Furnlshal b'y CI :ant) LEGAL DESCRIPTION: LOT & East 5 of Lot 7 OF MIAMI SHORES SECTION NO. 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK' 0 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. DATE: G – 2-2-97 F. $(AP(CO BLOCK 56 SUBDIVISION AT PAGE 37 BLANCO, DANIAL & ASSOC. -INC. Land Surveyors • Planners 4100 Aurora St. (Mailing Address) Coral Gables F1. 33146 555 N. Shore Dr. Suit B Mia. Beach F1. 33141 FLOOD ZONE: •,c (305) 865 -1200 Fay: (305)865 -7810 O 0 ht l • ulu 1 ► T �► l ►u1: - • • SCALE: OWN. BY: JOB No. 1". 20' SUFFIX: DATE: 3/2/94 BASE:K) , 97 Urf • st15414- Fu 6 • . ( l/A16' , 0Pungeur t ,45 5 was. 1... t 4.. Jaarcol 454‘10 TOSS, .sals- fn1101V§Nr 1:469111, • • • strm, ?13.m 2 '11 3/rift; X4 IA> .C42014S. & 1.-bnac. W6s0 C;1..S61 AKA P,D - P ATTRCIP 414 • 1X1 64-2 / 11 wrataio Venal flftif 3 . 20 x3n VIA:04 ti 025 /36Ctr319 O. atIo mAJ 0 4' WWII'. "r1W 140tASS \111'4) CAW. MortAteutivAlnal. • Pcirkl4r*Or VTAll. +/Z. • fto.w.64:4 staLv . 17) tIcIp P,Dosgrokgii . kzigt, kuo Run rtiri P \ILL cur II ammo 2112!, • raryligr WU ‘10106. wI CAW. Mot. Ugra) .0011A5 -- WdzID CON ttRYOT1 AetOb l/14 .12fitig • SGS4t l 4 DAM 1/2/21434 ' ; 21 ( 110 1111 RiJ OW A v CC, S-3135 APPROVED Sr: aciamm. sums Rik 1 ,11544 S( 4 1. optilAgiatv V. N • 0 . 2. A11 7frUse'aisiUVAions shall be fully..weldedand A. a. *, oc.4.4 3. All ,welds 41 ;i4-1 ) 940 0 4#0;OWn7TOT■ 0 °It• 4.. 141 acciorchinO0iithitIWZ011owing codes'.!flateitfikitiOnli . • • 6outiat'FlOrlibOuilding Code. chapte43 b. .6tanitar4 -Code, •: chai.*4271.04:pier Pal. Beach •Cogittp. Caandsints-for wind • Icada.. a. City of•Wast"sla Beach • cidinancs04§ditication to "stindarellnildiiig Cods, saction - (4) (d). 5. Caness.awaings ra•wvad whimi winds 'mash luusises whole. gals . force or 1Ustallad AA such • wanner that the fabric••will • release fro tlje trams with a wind load Of 15 lbs../tici. St. 6. Frames- without- covering will sustain 448 •r• • grinds. • 7. 4121Cf 1 1 - 0 ° ..1'-'(,Mt 415tflOnCti 8. Praseervithout.44vers designed' • per: •ASCW7r88,' 'amp D. 9. All fraaeinebeell $:.1:110M11 • •-- • - • .•.-_,'- Attachaents-ta Buildings sada witht 1. 3/8! -lags in 3/8 expansion • shields • 2. 3/.!. wedga annhors data concrete). -3:' 3/8! (into .vciod). 4 . ifiXinun'apaalug'iiAall be 36° • • 0/0. "14.41■.4 :-• .• DRAWN REVISED DRAWING HYMEN /0 S - 1 of "7OVEO 1 BY � BATE -----77/;/99 1 '.,1 ROCTURAL i ! MECHANICAL 1 ;1.1).1 OFFICIAL 1 E � SUBJECT TO 1 MIAMI SHORES 1 I c .''; :.;NCF WITH i ! -! .:.• ..:Iii) . i:,.i °' ;R ..' „ ;'T; COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. I VILLAGE ASSUMES NO RESPONS.BILITIES FOR ACCURACY ; Of OR RESULTS FROM THESE PLANS. THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY VILLAGE 1S REQUIRED. TIIE ARCHITECT, BOLDER & SUB i.q. CHARGED WITH THE KNOW EDGE OF ALL BUILDING rr!F.R OR NOT SPECIFICALLY INDICATED HEREIN. ORES IMAGE • •Ru°lo Engineering C ' frutfural Engineers 118 Noah Ocean Blvd. Pompano Beach, Fl 33062 (954)784 -2791 JOB1 V,11 (J // P:rTSP9%1 C /J SHEET NO. OF CALCULATED BY CHECKED BY DATE SCALE Date b/iy01 Legal Description Historically Designated: Yes Owner/Lessee / Tenant /1/9 ratJ ier 1 Owner's Address S 0 e 9 4 0 S4-. Phone Contracting Co. ✓ 6e/14/bf✓ '247.A✓/Y ' 4 C. Address 'f i 3 0 lv Qualifier / "' i L t ..' H21 L SS# Phon State # Municipal # Competency # Ins. Architect/Engineer Dom (Ai IC /1-, PL--r_9 Address I I N, o c4 Bonding Company Address (.. Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION e4n/(/R "S Az,1t4�� Square Ft. 2_7 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 re: ting construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated /$ #te e Signature of owner and/or ndo P ident Date PERMIT APPLICATION FOR MIAMI SHORES VI FEES: PERMIT U RADON Job Address 5 CZ) $?/ ffax Folio 46 er an tRC:kinabetesident >< ublic, Statc of Florida >� o ' w'mrnission No. CC 600341 ><, of f° � My Commission Exp. 11/11/2000 >< Bonded Through Fla. Notary Service & BondingCo. ?( ff fff fffff ffffffffffffffffffff!lfflide 6747 Date APPROVED: Zoning Building V /1 Electrical Mechanical Plumbing Engineering Master Permit # Estimated Cost (value) $ SAOO Signature o actor or O er- Builder N' t:,� °:.: • Contragi(jr- Bui1dA Sft?14 ants of l;lorida ' ' Commission No. CC 600341 >‹ yr f? ■ o My Commission Exp. 11/11/2000 >4 Bonded Th Fla. Notary Service & Bonding Co. >( ff fffff ffffffffff fffferefffrfffffifff ?r C.C.F. ' NOTARY — 0 ° BOND TOTAL DUE Date Date rm. Wa Ar ELECTRICAL TYI'i: Minimum Fee QTY. TYPE. Dryer QTY. TYPE Outlet, Appliance QT). T1 pi.: Service Repair QrFV'. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE. QTY. Minimum Fee TYPE Condensate Drain QTY. TYPI Generator Q"1'V. 'I'V'I'E. QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate QTY. TYPE. Drains, Roof QTY. TYPE Miscellaneous Fixture Q'I'Y. 'fYP'E. Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY D Zoning � 0 7l/- Electrical Mechanical Plumbing Fire Public Works Structural Building Official /0 161-z Page 4 OFFICE USE ONLY PERMIT APPLICATION CHECKLIST U OWNER - BUILDER FORM (Attach) L FIRE DEPARTMENT APPROVAL (Commercial / multi - family) U CONCURRENCY (New Construction) El OTHER (Specify & Attach) LI PROOF OF OWNERSHIP (Attach) HRS / DERM APPROVAL (Septic / Sewer) ® IMPACT FEE (New Construction) LI OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review Notary $ 4 6-0 $ (sq. . x/1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) U CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) LI CONTRACTOR REGISTRATION (On File) TOTAL ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com o o 000 0 O 0 00 00 O 0 0 00 00 0 0' 0 O 0 0 0 0 O O O 000 0 0 0 O O 0 O 0 0 0 0 0 0 0 O 0 000 0 0 0 0 000 O 0 000 0 O 0 0 0 0 0 0 O 0 0 O O O O 0 0 0 00 0 0 0 O 0 0 0 0 0 0 O 00 0 0 qq d a N <T. / d 0 O 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 000 MIAMI SHORES VILLAGE Paint Color Approval and Agreement DATE: 4 _o 0 2- OWNER'S A 11>12I ENE ADDRESS: 66 7.i '' "� 1 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ADDRESS OF SITE: CONTRACTOR & LICENSE (if applicable) COMPANY NAME: ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indi Walls Fascia Drip Cap/Drip Edge Soffit �►���l�i� Q4 Roof Flower Bins Shutters Awnings Chimney Doors and door jams Garage Doors Railings Fences Decorative Metal All brick (simulated or regular - - Stucco Banding D Any other stucco features Accessory'Buildings Other y) / II 111111M.) Corinthian Column • 30YY 71/138 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. I authorize the above - named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samples. Signature of Owner Date Signature of Contractor Date *********************************** * * * * * * * * * * * * * * * * * * * * * * f * * * * * * * ** APPROVED: 4„ 4 ,0 1 ^ be rvp/ WHEN PAINTING IS FINISHED, j)retoeir / krw / 1 CALL FOR FINAL INSPF i& i 4 � /v/ 7A. me "t` Z (ped- Building Offi l'a1 Date Not - mot' ric -cf. 4/23/01 • -1 =' ANA A c p • • • • •. • • • • •• •. •• • • • • • .• •• • • •• • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • • .•• • • • • • • ••• • • • • • • • • • • • • • • •• ••. • • • • • • • • • • • • • • iWt/Q dj S S • • • • • • • • • • • • ik" oz. — The Sunshine State — ALDUS JESUS DURAN 339 EAST 62 STREET HIALEAH, FL 33013-1035 UCENSE NUMBER D650-010-55-180-0 BIRTH DATE SEX HOT. REST. ENDORSE 05-20.55 M 5.07 A ISSUED EXPIRES DUPLICATE 034101 05-2347 00-0040 SAFE DRIVER X060103138809 Operation °remoter seticie constitutes consent to any sobriety test sequired by law. 1 PAY TO THE ORDER OF F Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Permit Number: BP2002 -1717 Printed: 10 /22/2002 FOR " I - tk Applicant: DEANNA SINGER Owner: SINGER DEANNA JOB ADDRESS: 550 NE 94 ST Contractor EL SOL CANVAS AWNINGS CORP Contractor's Address: 7557 NW 70 ST Local Phone: Parcel # 1132060140940 Fees: Description Amount FEE2002 -5643 Building Permit Application Fee $60.00 FEE2002 -5644 CCF $0.60 FEE2002 -5645 Notary Fee $5.00 $65.60 Total Fees: Total Fees: $65.60 Total Receipts: $0.00 Permit Status: Approved Work: REPLACE AWNING FABRIC & STUCCO COVERING FOR FRONT COLUNM If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. LEONARD J TEPER 550 NE 94th St Miami, FL 33138 /VU wk SikoR J o,w345 First Union National Bank N ° lflrstunlon.com Org. 020 R/T 021101108 1:02LLOL LOO 2SO LEIS L Permit Expiration: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 6 & E1/2 LOT 7 BLK 56 LOT SIZE 75.000 L49 Building Permit 4/6/2003 /P/2•-(C72-- DATE Construction Value: 0149 51- 110/211 BRANCH 95143 _....,,. DOLLARS t BY: BY: $600.00 Page 1 of 1 e equipment or device described in the application herefor in strict compliance with all vith any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or if the plans are changed without tor or builder named above assumes the responsibility for a thorough knowledge of the gs or in the statements or specifications and that he assumes responsibility for work done compliance with all ordinances and regulations pertaining thereto and in strict conformity s Village. In accepting this permit I assume responisibility for all work done by either 0 .VING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant ' ONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. in weekends or holidays. MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. sS SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 'NG DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is it; ;ifl tt y . cklNSfRtrc,TION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. ature of STA 11 OF FLO�i INTY OF MIAMI - Signat of Owner Print Name Swom to and ubscribed before me O day SEAL: tart' Publi tate "e y'o.. , 4P4Y e ANGELA 14 Brt; ' 'i 2 -, �0 comr:u oy F1'!C:! ..1 ° CC78669 II r co'; 7 .°.5 '"...':1.:1-'-'7•1 -" rr ^ ` '_rr pc.” , . PERMIT APPLICATION I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choo g a Contractor. I STA , C OUNT ' OF MIAMI -DADE K/i Signature of Contractor / Qualifier 4L_E X IS 1)(169e--6 oNt Print Name Sw+ to and subscribed before me this ) l J day of — , T ture of 1 1 0 SEAL: Pu�l'tp: 11ere, ANC 'AM 14 o Q cc. F- F` o V • da Personally kno OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced:F�) 5-5 � 1; of Identification Produced: JL u h b O,5 0 `O f 0'S 5` 130-0 PROPERTY OWNER NameTr...-.„ f'1 gl �4 /,., D ER 1 Address 55-0 1 c sr: S�Ei ~ Home Telephone 5 - - ` � Z � Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other Step 1. Subdivision PB PG PERMIT TYPE (✓ ) Building Electrical M'echanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No Zoning Linear Feet Bldg Value PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Address Apt. City State Zip p Folio Number skS riit�t F jj ion of Work J C- /k Ul�/J l /J�' �'t?C , l � / Lot Block t if C D &DR D v) k fP - o r ' H - l. OI UM I Current Use of Property Square Feet Units Floors Proposed Use of Property 'S Value of Worfr400 Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTO sztrommridrommims License No. Address Telephone Fax Qualifier Name s