Loading...
BP2003-1581 Miami Sho es Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fa=(305)756.8972 BUILDING. Permit No. .PERMIT APPLICA IOsm Master Permit No.�3 P42 00 31_�i FBc 2001 -NOV Permit Type(circle): (B:uU:ding' ing Mechanical Roofing Owner's Name(Fee Simple Titleholder) ( C- 1'S C¢ C Phone#305— 75P ©Si Owner//'ss Address CityL??. ..S�gef k ____--Stag Zip TenanVLewee Name Phone# i • Job Address(where the work is being done) City Miami Shores Village County VAM Dade Zip Is Building Bistorically Designated YES NO Contactors Company Name LL i, m„S S7—RJ C.t1 oJ Phone# 10.S 51-57— �,6 7 -7 Contractor's Address J� City, /17-n- ' State Zip 7? Qu'..., Steen a6 Kc- 'fig 34_t4.� , Architect/Engineer's Name(if applicable) f9 Phone# A 00 $Value of Work For this Permit -l ° Square Footage Of Work: Type of Work: ❑Addi 'on _]Alteration []New - ❑ Repair/Replace ❑Demolition Dese ' Work: Cfl' t.”) )L)o Cr-�'/ •` c,� 3�' f,�i b tE s'i� cF— fl c.��1 . w�+a*ra,rw+r,s�s��sar,�s**r*�**s�,r*F�*,rr�►rrs,���,�,r*r,�rsr*�*�4::ses��,�,a tJ0 Submittal Fee$60' lad Permit Fee$ CCF$ Notary$ 6.CJU Thdning/Education Fee$ ®� Technology Fee S Scanning$ 3 Radop$ Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due S (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address Chy State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the stanzdards 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 constriction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COM1 MCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 11"ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at die job site for the first inspection which occurs seven (7) days ajter the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged - Signature Signature __�w e-.1- Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this f, day of ,w by , day of2003,by L 'L ;b J0tA% ,- who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P LI : el Sign: Sign. Print- Print - :Jul 13, 07 AAUU Bonding Co.,tib. My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: 2 20 Plans Examiner Engineer Zoning Cho 10/14M WO &q(AjVI1flAEi MIAMI-DADS COUNTY,FLORIDA METRO-DAD. :fLAGLER BUILDING BUILDING CODE'COMPLIANCE OFFICE METRO-DADE FLAMER BUILDING 110 WEST FLAGLI STREET.SUITE 1603 MIAMI,.FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 r-Ax(303)375-2908 PGT Industries C.OMRACrou LICENSING St.(-no.N 1070 Technology Drive (305)375-2527 FAX(303)373-25;3 Nokomis ,FL 34275 CoN MACrott ENFt)RC.Ei&NIE1V'r ntn•ISto.x (305)375-2966 FAX(303)375-2908 PItoiwer CO)MAOL DIVISION Your application for Notice of Acceptance(NOA) of. (305)375-2902 PAX(303)372-6339 Series SH-701 Aluminum Single Hung Window- Non-Impact& Large Missile Impact 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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, if it is determined by 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. 121 A� ACCEPTANCE NO.: 01-0109.01 EXPIRES: 02/25/2006 Raul Rodriguez. Chief'ProductControl Division THIS IS THE COV_ E,RSHEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE& PRODUCT REVIEW CONINIITTEE 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 Miami-Dade County, Florida under the conditions set forth above. Francisco J.Quintana. R.A. Director Miami-Dade County APPROVED: 04/12/2001 �j Building Code Compliance Office 1104500011pc2000\ltemp1ates%nodce acceptance cover page dot Internet mail address: postmaster@buildingcodeonline.cottt- HomepAge: http://ww%v.Buildinkcodeonliri* r f f �f PGT Industries ACCEPTANCE No.: 01-0109.01 APPROVED: APR 1 2 2001 EXPIRES February 26, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97-0310.02, which was issued on 02/26/98. It approv an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, design to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-Dade County, I the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exce + the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SH-701 Aluminum Single Hung Window — Non-Impact and Large Missile Impa Resistant and its components shall be constructed in strict compliance with the followi; documents: Drawing No 4032, titled "Aluminum Single Hung Windows" Sheets I through 7 of dated 11/27/96, revised on 01/04/01, signed and sealed by R. L. Clark, P.E., bearing the Miarr Dade County Product Control approval stamp with the Notice of Acceptance number and approv date by the Miami-Dade County Product Control Division. These documents shall hereinafter I referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating of Large Missile Impact see sheet I and for Design Pressure Rating of Non Impact see sheets 4 & 7 of approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system(shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS . 6.1 Application for building permit shall be accompanied 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 shove 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 instal tion o f this systet Man cl Perez, P.E. Product C of Examine Prod Control Division 2 PGT Industries ACCEPTANCE No.: 01-0109.01 APPROVE1�. APR 1 2 2001 EXPIRES February 26, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance(approval)shall be considered after a renewal application has been file and the original submitted documentation, 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 manufacturer's 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. fa. There has been a 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 purpose. 6. The Notice of Acceptance number preceded by the words Dade 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, shalt be provided,to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer docs not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for tcr<nination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, and this last page 3. END OF THIS ACCEPTAN E Man6o Perez, P. E., Product Cont 'icaminc Produ ontrol Division 3 • ITE, D • 5J.125 DESCRIPTION V.T. VENDOR VENDOR' MAX. 1 FLANGED FRAME HEAD 612225 ALUMAX EXTRUSIONS AF-12225 2 FLANGED FRAME SILL 612226 ALUMAX EXTRUSIONS AF-12226 3 FLANGED FRAME IAMB 612227 ALUMAX EXTRUSIONS AF-12227 4 FIXED MEETING RAIL 612228 ALUMAX EXTRUSIONS AF-12228 S SASH TOP RAIL 612229 ALUMAX EXTRUSIONS AF-12229 6 SASH BOTTOM RAIL 612230 ALUMAX EXTRUSIONS AF-12230 7 SASH SIDE RAIL 612231 ALUMAX EXTRUSIONS AF-12231 8 GLAZING BEAD 612234 ALUMAX EXTRUSIONS AF-12234 1 9 WEATHERSTRIP — VINYL BULB 6TP247K TEAM PLASTICS TP-247 1 v 3 16 ANNEALED GLASS PPG. LOF 11 37— ANN. GLASS W DUPONT 457 FILM LAM. BY ROMAG. VERICOM 12 J4— TEMPERED GLASS PPG. LOF 113 6 x .750 PHIL. PN. HD. 7658PFAA AQUA FASTENERS O 14 SWEEP LATCH 15 MINIATURE DIE CASTING PGT.214.XX 8 x .625 PHIL FLT. HD. 7858WW MERCHANTS FASTENER CORP. 16 WINDLOAD ADAPTER 61223 . ALUMAX EXTRUSIONS AF- 12236 17 8 x 75 PHIL. P . TEK 78XJBPPT MERCHANTS FASTENER CORP. 18 WEATHERSTRIP — VINYL BULB SASH 6TP249K TEAM PLASTICSTP-249 19 SASH TOP GUIDE MASTER TOOL 7—M 10-341 • 20 -§CREEN VINYL TECH. PGT 21 BALANCE COVER VINYL STAVE 76.000 22 BALANCE CALDWELL MANUFACTURING INC. MAX 23 WEATHERSTRIP — PILE 61062W SCHLEGEL CORP. FS7826- 18 24 SASH FACE GUIDE 70251 MASTER TOOL 7—M 10-25; 26 x .500 PHIL. FLT. HD. 76X 12FPAW SCHERER INDUST. PRODUCTS 266 SASH STOP 612244 ALUMAX EXTRUSIONS AF- 12244 27 8 x 1.000 PHIL. P.H. SMS 78X 1 PPA MERCHANTS FASTENER CORP. 28 SILICON 62899 DOW CORNING 899 29 WEATHERSTRIP — VINYL BULB SASH 6TP248K TEAM PLASTICS TP-248 LARGE MiSSLE IMPACT WINDOWS X1.) GLAZING: 3/16'ANN. SENTRY GLASS _ 2.) CONRGU A710NS. OX 3.) DESIGN PRESSURE RVING: *WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED - REQUIREMENT IN NOT NEEDED POSITIV +60 PSF +60 PSF NEGATE —60 PSF —60 PSF 4.) ANCHORs: r:.:,;.:; r:��;t ittE Max. s' FRC:1 EACH CORNER SGl!'.ti RGNUDA BUILDING CODE MAX. SPACING Ai HEAD do SILL: 11.000 DQE P MAX. SPACIt:3 AT JAMBS: 16.000 (B' IN MEETING RAIL AREA) 5.) SHUTTER REQIIIRSWiT: GY NO SHLRTtD?S R£OU/RED 6.) REFERENCE TEST REPORT: F7L 153f PNODU T YT1:OL DIVISIOx ELEVA TION BOILDIII CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 1—010 9.-01 NON—IMPACT WINDOWS NON—IMPACT WINDOWS F K Br. Du:4 01 Chkd 8y: Dote: RevsIons: i.) GLAZING: 3/16"ANN. 1.) GLAZING: 1/4' TEb/PEREp 2.) DESIGCOATIglPRESS S: ox 2) CONFIGURATIONS: OX Drown ey:R.S Date.1,/27/96 3) DESIGN PRESSURE RATING: 3.) DESIGN PRESSURE RATING: SEE COMORS. RAl1VE ANALYSIS TABLES ON SHEET 4 SEE' COAJPARATW ANALYSIS TABLES ON SHEET 7 Descrlptlon: 4.) ANCHORS._ 4.) avcHQRs ���.�.-- INDUSTRIES ELEVATION VIEW SEE' COMPARAINE ANALYSIS TABLES ON SHEET 4 �TKY-. SEF COMPARATIVE ANALYSIS TABLES ON SHEET 7 /� 5.) SHUTM? REQUIREMENT: 5) SHUTTER REQUIREMENT �ilv 7ifle: SHUTTETis ARE REQUIRED AT AU INSTALLAAONS SHUTTERS ARE REQUIRED AT ALL /NSTALIATIONS6.) RETlRENCELEST REPORT: FM 1536 6.) REFERENCE TEST REPORT: FTL 1533 Robert L.Clark, PA LUMINUM SINGLE HUNG WINDOWS PE.#39'112 1070 TECHNOLOGY ORI►%E SerieslUodmk Scale: Sheep Drawing No. Rev: P.O. BOX 1529 StrUCtUral NOKOMIS, FL 34275 NOKOMIS, FL 34274 SH-701 NTS 1,,f 7 4032 ROUGH 19 4 f 8 OPENING f5 14 f zz 16 ROUGH ®, ---aaaa=aaaaamaaasa>�aaaeaQaaaaaaaaasaaaaaasamas aaaaaaaas:sa �saaaaaasaaaaa=aaaaaaaaaa:>iaartaaaaaaaaasaaaaaaaaa�asa--- _ 1 OPENING ---------- ------ --- ------------------------------------------ g 2.710 9 2 , 6 f • 34.500 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING MAX. — "X" MAX. 3 7 21 49.562 DAYLIGHT OPENING MAX. — 10- 53.125 MAX. � ROUGH 8 HORIZONTAL SECTION OPENING 5 4 1 1 I I I I e ® PO.500 ® .500 .� I 8 I V 76.000 MAX DAYLIGHT 3/16" ANNEALED GLASS _3/16" WIDUPONT FILM — (457) INTERIOR SIDE OPENING 1/4" TEMPERED GLASS MAx GLAZING OPTIONS 6 liCttlf.:,.• ... ....•ttt:ali uiiil Iiia. 1) CORNER CONSTRUCTION: Sll=ill rRoki"M ttlllLGllIG COUP b,,-TE .._APR 1 2 .20 FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEEIMOREHE40 15504 --- FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) I8x 1" PPH SMS ; 0 2.330 2) WEEP HOLES: - 2 (2) 1/2" WEEP NOTCHES AT ENCS OF SILL SCREEN RETAINERS 01 ,Ol Oq�Q j Rmd Sy Gate: Chkd By: Dote. Reviskns: - F.K. 1114101 18 crown R.S. Date:1/22 /96 /� , . OPENING � �� /�v i-f s y/(i - DQSCffptlOtl: •[NDUS'TRIES CROSS SECTIONS VERTICAL SECTION rwe: ALUMINUM SINGLE HUNG WINDOWS 1070 TECHNOLOGYORIVE P.t). BOX 1529 SerieslVodel. IScals. ISheat. jDrowbV No. Re ey �G— NOKO WIS...= is 34275 NOKOiuIS, FL 34274 SH-701 NTS 2 or 7 4032 __ 1 •, ass, �' �or� - 1.523 1.023 1-77 1.187 2.764 ; .062 .737 1 .062 .062 2330 2.029 .062 .705 2.710 1.403 4 F 1 1 ALUM. 6065-T5 .655 .4, ALUM. 6065-T54 1.123 �----- 2.784 2.274 2 ALUM. 6065-T5 3 ALUM. 6065-T5 -� 1.057 r+ .062 2.325 1.165 I 1.707 .678 4.062 1.348 .050 1.187 -0--1 8 ALUM. 6065-T5 1.969 5 ALUM. 6065-T54 .062 7 ALUM. 6065-T5 - 11 1.••. v .ot i-i :i l ':i.`•: }�-- 1.350 !lUi!; ill1;(lii`, 511111G(N(i CODE 1.4518 r _ _ - Uttl •6065..T - • 1. +•i :,.i...-. MM" _ :1'• i•.C r• LI n i+ ..$�'Y-..�. =-Y -.1.:u7" - .'•.�i'r.. t �, i�i[S .z 1•A 1. ��i . r. 1.F 1 • i � F U J- F. {p. •sr 7.. 4: A- 1LF- .!� H .v_. -J ..4:. �.. . .:.'..:_7a.,p. ..- .. � _:. .`... � t• _.._ ..._:.._- Lit_ i�, ,'�:' 4 x-•ta.i: !,. ,. •.. -.. .,_ .,.. .._ _ c.1 a<-.., ,.. .. ,..._ -, .y..rJ. __..3..t� L., �µ.--vs1'.. Y, . Q . .� .� _. - s'.�r._�,�r •. -.•"s.,e: .:a,,_ .-.:--.;Yr.,_..,. ;. -.,..:-.-. .�-moi _._� -. , .-�.'7s"-�•= - -,_.. _ .. s . .,.,, :� .•. _: ,, ...:� ... . ... -, _,..t.,r: ' �_ RRevisions: y ,r:�..: .�=3 rir -,.,._. -.-. _;_ ,.,,: t � _dg R_.yt,.. _ •.::, . .. . ,INDUSTR,iES1 EXTRU- 10�IS �u ALUMINUM_N _ M SINGLE HUNG WINDOWS - ----- f - 1070TECHNOLOGY ORNE P.O. BOX 1529. L SheetJ* g No ansa a Scale. a Ofnwin Rev NOKOMIS, A."342-& -... NOKOMIS. FL.34274 Sll ,Mt N t i 3 of 7 4032I-C - COMPARATIVE ANALYSIS FOR 3/16"_A9NEALED GLASS NOTE-41Nuiribers In ( ) parentheses are Quantity of anchors Per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Window Window Widths Heights 19.125 (4) 24.000 ---- -- (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (12) -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -123.69 69.33 -111.77 69.33 -99.48 69.33 38.375 (12) -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -114.67 69.33 403.35 69.33 -91.34 69.33 -81.83 69.33 -72.19 69.33 50.625 (12) -111.46 69.33 -105.08 69.33 -104.80 69.33 -104.80 69.33 -97.86 69.33 -87.12 69.33 -76.00 69.33 -67.40 67.40 -58.86 58.86 63.000 (16) -80.02 69.33 1 -71.74 69.33 -69.42 69.33 -67.67 67.67 -67.67 67.67 -67.67 67.67 -67.6767.67 -59.36 59.36 -51.22 51.22 76.000 (16) -61.73 61.73 1 -53.80 53.80 -51.19 51.19 -47.69 47.69 -46.53 46.53 -46.50 46.50 -46.50 46.50 -46.50 46.50 -46.50 46.50 Numbers above for#10 screws or 3116"Tapcons. NOTE: 2 anchors 4"apart, 4"from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) �• NOTE: Anchors 6"from each corner as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 COMPARATIVE ANALYSIS FOR 3/16"ANNEALED GLASS NOTE: Numbers in ( ) parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Window Window Widths Heights 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (8) -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -135.00 69.33 -123.69 69.33 -111.77 69.33 -99.48 69.33 38.375 (8) -135.00 69.33 -135.00 69.33 -'{35.00 69.33 -135.00 69.33 -194.67 69".33 -103.35 69.33 -91.34 69.33 -81.83 69.33 -72.19 69.33 50.625 (8) -111.46 69.33 -105.08 69.33 -104.80 69.33 -104.80 69.33 -97.86 69.33 -87.12 69.33 -76.00 69.33 -67.40 67.40 -58.86 58.86 63.000 (8) -80.02 69.33 1 -71.74 69.33 1 -69.42 69.33F-47.69 .67 67.67 -67:67 67.67 -67.67 67.67 767.67 67.67 -59.36 59.36 -51.22 51.22 76.000 (12) -61.73 61.73 -53.80 53.80 -51.19 51.19 47.69 -46.53 46.53 -46.50 46.50 -46.50 46.50 -46.50 46.50 -46.50 46.50 Numbers above for#12 screws or 114"Tapcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each meeting rail) NOTE: Anchors 6"from each corner as follows: i•. :, :..e,ar 1 .',', i•:e,.r• ::� .iJ Tiiiil il(E Max. spacing at head & sill = 14.000 SOON 190 -A BUILDi3G CODE Max. spacing at jambs = 14.000______ . __ - OTE DY PROe1U ' .ITHuL DRISiOa BUILDING CODE COMPLIANCE OFFICE _. - . - -__ ACCEPTANCE N0. O/ Ol09.0! , Data: t;hkd Br te: Rertsions: F K 11, - 1 4 01 - - Date: - - - Grown I D.B. /24/97 Description: REFERENCE TEST REPORT.- FTL 1536 ,� � INDUST UM COMPARATIVE ANALYSIS - 76„ HIGH "OX" RobertL- Clark, ALUMINUM SINGLE HUN_ G WIND 0 WS _ SerleslUbdel: Scold: Sheet Growing No. Rev: ' P.E.#39712 1070 TECHNOtOCY ,)RIVE P.O. BOX 1529 '7- Structural _NOKOMIS, FL 34215 NOKOMIS. FL .34274 SH-701 NIS 4 o17 4032 C 1.250 —y 1.250 2 x WOOD ' :'..•' '° ° I I . r vBUCK ' p°. r ° C4 V. a, 1 x WOOD ° .'.• 1.250 a BUCK : i �. V. 2 x WOOD r a l l ° BUCK 3/16" TAPCON ` 10 PANHEAD .250 MAX. # " . l i i 1.250 .250 MAX. \ __�_, ` a .9 44 ==If I 4 G a 16" TAPCON \ t• 3/ #10 PANHEAD 250 1 x WOOD 250 MAX. BUCK MAX. TYP. HEAD TYP. HEAD TYP, JAMB TYP, JAMB 3116- TAPCON /10 PANHEAD .250 MAX. .250 MAX. AI.AVeLl, ha ..v...f UI,IN U{tp Int l SOUTH F Af U LDING CODE 4 :� .:e i.i' o � . • 1.250 � � 1.250 DATE 2001 •_ s lJ a lBY PRODUtMTROL DIVISION ad 2 x WOOD BUILDING CODE COMPLIANCE OFFICE A a A BUCK TVP. SACCEPTANCE NO. 01-010q. 01 ILL 'A< Rand By: Dote: Chkd W. Date: Revisions: F.K. 1114101 TVP. SILL Drawn Sr. R.S. Dot 2/19/97 e F-17MT Description: TYPICAL SINGLE HUNG ANCHORAGE fLv� #E. INDUSTRIES (3/16" TAPCON /OR #10 PANHEAD} True:Robert L.Clark, ALUMINUM SINGLE HUNG WINDOWS ! Sories/Model: Scale: Sheet: Drawing No. Rev P.E.#39712 1070 NOKOMIS.TECHNOLOGY 27.5 NOKOMIS.OFL 134274 SH--701 NTS15 ar 7 4032 C . l a "� . . . .v 1 1.250 1.250 ' I 2x WOOD ' rt °' BUCK v 1 x WOOD 1 ° 1.250 2 x W000 1 ' °1 f ' a BUCK 1 t � / � BUCK W\ i I 1/4" TAPCON #12 PANHEAD a t i 1.250 L . . .250 MAX.-} 250 MAX 4 \ a 1/4" TAPCON \ ` �12 PANHEAD • MAX. A 1 x WOOD i 250 BUCK MAX. TYP. HEAn TYP. HFAD _I•YP. JAMB TYP. JAMB TAPCON #12 PANHEAD 250 MAX. r 250 MAX. _1 . ' 1.250 1 1.250 APPR07ED AS COI,PLYIHG WITH THE b. tr1 a 4 ,i �� I SOUTH FLORIDA BUILDING CODE 1 DA E APR 1 20 BY G ''" da a 2 X WOOD PRODU T C ROL DIYISION TYP. S LL • d• BUCK BUILDI 6 CODE COMPLIANCE OFFICE • ACCEPTANCE NO. 0/-0109.01 . •de e F K By Date: Chkd By: Date: Revisions: 1 4 O1 ewd TYP, SILL R.S. �t11127196 Dra By- Description: TYPICA SINGLE HUNG ANCHORAGE l �'� INDUSTRIES (1/4" APCON /OR #12 PANHEAD) ree: Robert L.Clark, IALUMINUM SINGLE HUNG WIND 0 WS P.E.#30712 1070 TECHNOLOGY DRIVE P.O. BOX 1529 =Serf�6311UJ;od�el;. Scale. Sheet: Drawing No. Rev: Structural NOKOMIS. FL 34275 NOKOMIS, FL 34274 N! J 6 a�7 4032 �_ COMPARATIVE ANALYSIS FOR 1/4"TEMPERED GLASS NOTE: Numbers in I parentheses are auantity of anchors per side_. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. r ' Window Window Widths Heights 19.125 (4) 24.000 (4) 26.500 (6) 32.0006 37000 ( ) . (6) 40.000 {8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (12) -180.00 69.30 -180.00 69.30 .180.00 69.30 .180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30-176.78 69 0 -180.00 69.30 -180.00 69.30 38.375 (12) -180.00 69.30 -180.00 69.30 -180.00 69.30 .180.00 69.30 -18 .00 69. 50-625 (12) -180.00 69.30 -180.00 69.30 -180.00--:Tao 69.30 .00 69.30 -180.00 69.30 -168.62 69.30 -147.10 69.3Q -130.45 69.30 6'9.30 -139.73 69.30 63.000 (16) -154.88 69.30 -138.85 69.30 -134.36 69.30 -130.98 69.30 -130.98 69.30 -130.98 69.30 E-1398 69.30 -114.88 69.30 -199.13 69.30 76.000 (16) -119.48 69.30 -104.13 69.30 -99.07 69.30 -92.30 69.30 -90:06 69.30 -90.00 69.30 0 69.30 -90.00 69.30 -90.00 69.30 Numbers above for#10 screws or 3116"Tapcons. NOTE: 2 anchors 4"apart, 4"from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) � NOTE: Anchors 6"from each corner as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 COMPARATIVE ANALYSIS FOR 1/4" TEMPERED GLASS NOTE: Numbers in ( ) parentheses are quantity of anchors per side Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Window Heights 19.125 (4) 24.000 (4) 26.500 Window Widths (6) 32.000 (6) 31.000 (6) 40.000 (8) 44.000 (8) 48.000 (8j 53.125 (8) 26.000 (8) -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 38.375 (8) -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -180.00 69.30 -176.78 69.30 -158.37 69.30 -139.73 69.30 50.625 (8) -180.00 69.30 -180.00 69.30 -18Q.00 69.30 -180.00 69.30 -180.00 69.30 -168.62 69.30 -147.10 69.30 -130.45 69.30 -113.93 69.30 63.000 (8) -154.88 69.30 -138.85 69.30 -134.36 69.30 -130.98 69.30 -130.98 69.30 -130.98 69.30 -130.98 69.30 -114.88 69.30 -99.13 69.30 76.000 (12) -119.48 69.30 -104.13 69.30 -99.07 69.30 -92.30 69.30 -90.06 69.30 -90.00 69.30 -90.00 69.30 -90.00 69.30 Numbers above for#12 screws or 1/4"Tapcons. -90.00 69.30 NOTE: 1 anchor 4.000"on each side of meeting rail are required. (Total of 2 anchors at each meeting rail) NOTE: Anchors 6"from each corner as follows: i,'r'f:MIED 9S COUPLY111G WITli Tit: Max. spacing at head & sill = 14.000 "MIT" F1pglp� I�j�����ly�� Max. spacing at jambs = 14.000 017E APR i fly� iP'nou cj •rROL DIYISIO�X V flt10516b COR COMPLIANCE OFFICE ACCEPTAnE P.O. eK By: D1at 4 01 Chkd By: Date. Revisions: Drown By: Date. R.S 11,127/97 ! REFERENCE TEST REPORT: FTL 1533 Description: PINUS�TTI- 'PY COMPARATIVE ANALYSIS - 76",�� HIGH OX Robert L. Clark, ` LUMINUM SINGLE HUNG WINDOWS P.E.#39712 1070 TECHNOLOGYSeries/Model:529 Scale: Sheet: Drawing No. Rev: NOKO S. 34275NOKOM/SOFL 134274 SH-701 NTS l ar 7 4032 C �% i r Ir Coer+ �,o,�►C'QAt.T+3�. 1 LOU S'tY2Jc.'t� ��. t MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Datetf )d Time Type Insp'Permit No. Name Rv- Address 4 I'a t N E. Company" . Phone# For Inspector: ljIlcl , Name&Date Approved Correction ❑ Re-Insp'n Fee ❑ MIAMI SHORES VILLAGE BUR DING DEPARTMENT 305-795-2204 Building �Inspection Request Date,,,/"= Time Type Insp'nC�/7 /J� y� Permit No. Name Address �/73 Aff /,025 57— Company TCompany Phone# 7656 For Inspector:/?)® �v/3� Name&Date Approved Correction ❑ Re-Insp'n Fee ❑ 1 • MIAMI SHORES VILLAGE BUILDING DEPARTMENT vJ� 305-795-2204 Building Inspection Request Date dS it) Type Insp'n� Permit No. p� 3 ' P68 Name Address (f j Z> qr /03 v�ST Company I � L •( ' Phone# -7W(o , — a Z) Inspection Date Approved Correction ❑ Re-Insp'n Fee ❑ RECEIVED SEP 3 0 2003 Miami Shores Village _________ Building Department 10050N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 �BTnDING Permit Lvo. �PL! �g PERABT APPLICATION Master Permit No. FBC 2001 Permit Type(circle). ui'ldin e. 1 Mechanical Roofing Owner's Name(Fee Simple Titleholder) a, r s ✓' Phone# �0 6' ► "?S'�' -0 3'ml 3 Owner's Address 11 '7-& Ll 10 31' S kare 5, State ��... zip 33 ►3z3 TenantaAssee Name Phone# Job Address(where the work is being done) S a•n e. City Miami Shores Village County M1001 L-M& zip Is Building Historically Designated YES NO r. ^ ^g r1 Wo Contractor's Company Name =Phone# bv� S Q.S� p1 Contractor's Address t3 9–5-5 City M zip Qualifier S� CsP,'1 �g ,Q�; Architeet/Engineer's Name(if applicable) Phone# Architect/Engmeer's Address CW-11 state P $Value of Work For this Permit 5cod Square Footage Of Work. Number of:Bays Stores . Families Bedrooms 3 Baths­—::2— Type of Works [] []Addition []Alteration New [y/RepaWReplace ❑Demolition Describe Work: L"3�.i't►�o o r►-ti er►o J« oh r*, ,r, ,,, ,r.*,t,r,*,r,�,r,�**f,►,r,r,r,r*F ,r,�,�r,r•#,��,►,r,t*.,r,�,�,�,r ,k„r,r,r�.,,�*,�,� 'ao.y . County'EscrowFee$ .3,. a Permit Fee S .. Notary$ i� C��,�S'. Educati'on/Training Fee$ I% '' ^Tech.$ �_Scanning$ Radon$ Code Enforcement$ -T Bond$ Struct.$ _ (Continued on opposite side) Minns Plans Check Fee$ Total Fee Now Due$ w Bonding Company's Name(if applicable) Bonding Company's Address city State zip Mortgage Lendcr's Name(if applicable) - Mortgage Lender's Address City State 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 re construction in this,jurisdiction,_f understand that a separate permit must be-secured for ELECTRICAL WOE WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... �'PLUMBING,SIGNS, 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. "WARNINGOe O VIPER;_,XQUR FAILURE.TO RECORD A NOTICE OF aCOMMENCEMENT MAY RESULT IN YOUR' 'PAYING TWICE i6)k IMPROVEMENTS TO YOUR.`PROPERTY:: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COM IENCEMENT.r OF Notice to Applicant. As a condition to the Issuance of a buOdin8 permit with cm estimated,value exceeding$2500, the applicant must promise in Rood faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person o� openy Is sublect to attachment. Also,a cerif W copy of the recorded notice of commencement must be posted at the job site f ,first inspection which occww seven (7) days air the•building P~ir Issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged a Signature >ure Owner or Agent Contractor The foregoing instrument was acknowledged before me this 22 The foregoing instrument was acknowledged before me this day of 20 3 by m h e-g,or day of 20_,by. who is personally known to me or who has produced who is personally known to me or who bas Produced As identification and who did take an oath. as identification and who did take an oath. NOT Y UBLIC: NOTARY PUBLIC: Sign: Sign: Print: print MY Commrission Expires: , ' t MY Commission Expires: •,r:#,�,�r,r,�,�r,�r,rt,r*,r,r,a**,�,rr�r�r,r,r�rw,r*,r*,�,r,r*,t,�,�ir*,x,r ,rs e,ra•' �,+�,�„ter,»,r,r�r*f,r,r*rr,�,xnr,�,rf,rw,a,�,�,a�rr,��r,xf*«fr,r,r,w,krnrf,i,�,sw. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. . ti APPLICATION APPROVED BY: A i Plans Examiner LO Engineer chc7r7Po3 Zoning ' Mian Shores Village Building Department 100SON.E.2ndAvenue Miami Shores,Florida 33138 Tel:X305)795..204 Fax:(305)756.8972 Permit No. -lob'Name ' BUILDING CRITIQUE SHEET a P {i � T r ) � � i - 1 . i } 305- - y YV1• CA&A`, �ll.ilolt�-- f J f o viz 51 LyLA G-X/-MAk b sa f 3b! -' 91 MAL �.0 - _.. 4 4c-_ 1 / -7---7 y 7 W"AI-T- U/l *r- Ll j Cb - 04 s n� WWPLY, a i Irs��'t rJ by • r. ..�. . . 1 MIAW SHORES VU:A.,*oi7' ` ?`1t 0 BY DATE �t:;�.CTLiRAL 6 ELECTPICAL . PLUMBING MECHANICAL rRBLDG. OFFICIAL SUBJECT TO COMPLIMCE'�`#!i Fi ALI_FEDERAL,STATE AND COUNTY RULES;-','D REGULATIONS. MIAMI SHORES VILLAGE ASSUf%V-4Q NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FRONT THESE PLANS. COMPLW4CE V4'ITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY mj.h?pI SHORLS VILLAGE IS REQUIRED.THE ARCHITECT, BUILDER &SUB CONTRACTORS ARE CHARGED WITH THE I.tjfyh'LEOGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. MIAMI SHORES V E BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date. Z'Z' 1-0-3 Type Insp'n Permit No. Name 1 -n Address l lL -7 "t> 111 1- 10-5 3 T Company /' a-j Phone# ��� Z� 1 2ZOy Inspection Date 12 23 Approved Correction ❑ Re-Insp'n Fee ❑