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Inspection Date: 07/08/2008 Inspector: Grande, Claudio Owner: PETROU, MICHELLE Job Address: 372 103 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALPHA RESTORATION INC Building Denartment Cemmpntc Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060134990 Block: Lot: Phone: (954)458 -8283 Replace flat roof Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 86842, CC SEAL COUNTER FLASHING FASTENERS. Failed ,d tL Correction Needed it�J J �A_CoQ � ✓�P d � Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, July 7, 2008 Page 2 of 2 Project Address Parcel Number Applicant 372 NE 103 Street 1132060134990 Miami Shores Village, FL Block: Lot MICHELLE PETROU MICHELLE PETROU 372 NE 103 Street MIAMI FL 33138 -2433 Contractor(s) Phone Cell Phone ALPHA RESTORATION INC Type of Work: Re Roof Additional Info: FLAT ROOF Classification: Residential Fees Due Miami Shores Village �f 10050 N.E. 2nd Avenue 9 Miami Shores, FL 33138 -0000 s toa Phone: (305)795 -2204 Project Address Parcel Number Applicant 372 NE 103 Street 1132060134990 Miami Shores Village, FL Block: Lot MICHELLE PETROU MICHELLE PETROU 372 NE 103 Street MIAMI FL 33138 -2433 Contractor(s) Phone Cell Phone ALPHA RESTORATION INC Type of Work: Re Roof Additional Info: FLAT ROOF Classification: Residential Fees Due Amount CCF $3.00 Education Surcharge $1.00 Permit Fee - New Roof $250.00 Scanning Fee $9,00 Technology Fee $6,25 Total: $269.25 Valuation: $ 5,000.00 Total Sq Feet 455 Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: 0&1 rTj ft 12 3 PAID Avallavie Inspection Type: Lift Repwt In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated June 17, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, June 17, 2008 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 Owner: PETROU, MICHELLE Job Address: 372 103 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALPHA RESTORATION INC Building Department Comments Work Classification: Roof - New Phone Number Parcel Number 1132060134990 Block: Lot: Phone: (954)458-8283 Replace flat roof 0A fv�17 Inspection Date: 0612612008 Inspector Comments Passed Permit Type: Roof Inspector: Grande, Claudio Correction Needed Re-inspection Fee ($75) Inspection Type: Tin Cap Owner: PETROU, MICHELLE Job Address: 372 103 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALPHA RESTORATION INC Building Department Comments Work Classification: Roof - New Phone Number Parcel Number 1132060134990 Block: Lot: Phone: (954)458-8283 Replace flat roof 0A fv�17 Inspector Comments Passed cc Failed El Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, June 25, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 372103 Street NE Miami Shores Village, FL Phone Number Project: <NONE> Parcel Number 1132060134990 Block: Lot: Contractor: ALPHA RESTORATION INC Phone: (954)458 -8283 Building Department Comments Replace flat roof Inspector Comments s � Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, July 3, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 JUL 02 2 REM Inspection Date: 07/01/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type:- Owner: PETROU, MICHELLE Work Classification: Roof - New Job Address: 372 103 Street NE Miami Shores Village, FL Phone Number Project: <NONE> Parcel Number 1132060134990 Block: Lot: Contractor: ALPHA RESTORATION INC Phone: (954)458-8283 Buildina Department Comments Replace flat roof Inspector Comments Passed -7- 0 1- 01P Failed JUL 0 2 W Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, June 30, 2008 Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BppE�� POSTED ON THE JOB SITE AT TIME OF FIRST /INSPECTION PERMIT NO. 0 �7LU Ol TAX FOLIO NOR - G� U� y Wk STATE OF FLORIDA: COUNTY OF MIAMI -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. ROME _ 2. Description of Improvement: —161MR00=1 RM I i1t!!! ttlll 1!t!! I11l1 tllt! 1!1!11111! !11! ltll CIFN 21-211 BSii'4.i 84a 65_ 9 a7 OR Ek 26423 F's 1421; (IPS) RECORDED 06/10/2008 15.17:19 HARVEY RUVIHi CLERK OF COURT MIAMI -DADE COUNTYi FLORIDA LAST PAGE IoM Interest in property: Name and address of fee simple titleholder name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ -- — - -- 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners 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) ignature of Owner Print Owner's Name r' 'j Prepared by Swom to and subscribe before me this day o , 2ePT Addr s Cd jwc/ A7 Notary Public Print Notary's Name My commission expires: —� �-STATXOFFLO 123.01 -52 PAGE 4 8102 ° Cotn>ais ou p aItUe nn„• F � ti,,20U 80NDFDT8&U�LANTIC$(1 Rte= STATE OF PLORIDA, COUNTY OF i ADE NERHEY CEIRTfFY MM Mir +s fiae co&,af tie it rea lad 10 WE offios an � /V " day of AD 20 00'� 4nd h#ONNE Seat. Ci County 00Ud$ D.C. Maas sh ~TAW Mf ?Joa OwW 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305. 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION 1U 0 20 - -- - - - - - -- ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: (0 ° S " DR 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property AddreE Roofing Permit Number: 3L133 Dear Building Official: I -e: e f ��L� � 7- /� a U certify that I am not required to retrofit the roof to wall connections of my building because: lidiThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature . Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the Owfty for the above property mentioned. Sworn to and subscribed before me this f day of NOTAWMLYMATE OF FLORIDA 7 e" Bianca E. Chang - Gentile Nota Public, Sate of Florida at Lar e II Copim: ion D 20, 2012 ry g °o,,, ,o•• Expires: EBB. 20, 2012 P C BONDING cc), INC. When the just valuation of the structure for purpose of ad valorem taxation is equal t or o , t n`�300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building applicat m a erd( ontr cto or the It Wall connection Hurricane Mitigation v MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Correction ❑ Re- Insp'n Fee ❑ � i � \ | / . � � � ` ' � � | | � ! / | 'l� �- -� |--i _-`�_ | | ��-l�_- | ! | ' ---'--- -'-- -F--|--i--� •.. . . . ... . . • . . .... . . . •. • . • . . • .. . . . . .. . . . . . . . • • • •• • • • •• ••• •• • • •• • • • • • • • • • • � A • R• • t • • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Time Type Insp'n &ift i -rte Permit No. 3 Name Address, /�� _ -- Company 4 Phone # ®� y For Inspector: Name & Date Approved�� Correction ❑ -- - - - -- _ __ _ _ _ Re- Insp'n Fee ❑ os� ZE/- , 94 /2 NIL) rov WILLOUGHBY SUPPLY. Fax:954 -428 -1403 Apr 28 2008 10:18am P002/008— . • ••• . . • •• .... . . ... .. • . • • • • • • • • • • MIAM .• :•' -DADI COUNTY, FLOWDA I MEM"ADB FLAGL U BMIDI NG CORE COMPLIANCE ONCE C84 144 WEST FLAGLER MM, SUrM 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF A,CCEffANCE tNOA)• • • : • • :.. • • • CertWhTeed Corporation (PA) • 1400 Union Meeft Read • • • Blue 116A, PA 1%22 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. mGaWials. The dommentation submitted has been reviewed by the BCCO avid accepted by the Building Code and Product Review Committee to be used M Miami Dade County and other areas Where allowed by the Authority Havius Judsdiction (AM). Tids NOA shall not be valid after the ppral ion date stated below. The BCCO (In Miami Aade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality awmauce purposes. If this product or material fails to perform in the accepted manner, the raewtufacta= will aucur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wit & theitr juisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requh mtexrts of the applicable building code. This product is approved as described herein, and has begot deS wed to comply with the Florida Building Code, including the Higb, Velocity Hurricane Zone. DESCRIMON: 'Flindastic SA Woft Syst pus Over Wood Owks LABELING: Each unit shall bear a permanent label With the manufaeturees name or logo, city, state and following stateme t: "Nami Dade County Product Control Approved ", unless otherwise no%d herek. RENEWAL of this NOA shall be considered after a renewal application, has been filed and there has been no change in. the applicable building code negatively affecting the performance of this product. TERKWATION of this NOA. will occur after the expiration date or if there has bcm a revision or change iu the materials, vse�, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sakes,, advertising or any other purposes "automatically terrain ate this NOA- Failure to comply with any section of this NOA Shall be cause for taimmation and removal of NOA. ADVERTISEMENT: The NOA, nutm w preceded by the words Miami- -Bade Cowy, Florida, and followed by the wgxratoion daft may be displayed iu advertiaing literature. If any portion of the NOA is displayed; then it Shad be dome in its ety. WSPECTION: A copy of this entice NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ;iospection at the job site at the request of the Building Official. This now NOA consists of }ages I through„ 7. The submitted doctlmtentation was reviewed by Frank Zuloaga, RRC. NOA No.: 444623.01 p Expiration Aare: 04/13/10 Approval Date: 003105 Page 1 of 7 WILLOUGM % .. SUPPLY. Fax:954 -428 -1403 Apr 28 2008 10:19am P003/008 . ... . . . .... ROOFING ASSEMBLY • . . . . . . . . . . . Roofing • • • S °z°+'• SRS Modified Bitumen Dock TVm- .. . . . .. ... .. odd V::::.' V •. MHS mum Dot" Pret,• sere . Q psf : : ' .' : %. ..' e �0: Sea Ganes! Limitation #1 TRADE NAMES OF PRODUCTS MANUFAC°l'IJM OR LABELED BY APPLICANT: TARLZ 1 Test Produet Prod�vtcE RboO►ensio�ns S catio lion h'^rla •c SA N'aMase 66'6"x39-3/8;* ASTM D4601, Fib@rglass WnforC4 SBS modified. Type U bitmuen base sheet_ Fliutlasde SA Mid P1y 33'11"x39-3/8" ASTM D6164 Polyester and F'beighm scrim reinforced, SBS modiidied ply sheet Fitttlasaic SA Cap 33'11 " x 39 -3/8" ASTM D6164 Polyester and Fberglam scs im reinforced, SBS cap sheet Fli dllrbe SA. 1, 3 or S V1pdj PrOAriebITy watcr based, poly= modified ptimez APPROVED INSULATIONS: FlintBoard ACFoam ff ENRGX 3 Multi- -Max FA DensDeck TABLE 2 rodnet Deseri tioq Polyisocyaw ate insulation Fotyisocyauurate insulation Polpisoomm-a a insulation Polyisocyanumte hwA -tiom Gypsum coverboard. Maunfactarer (with cuircelfft NOA) CertainTeed Corp. Atlas Roofing Cotp. Jobns Manville R Max, Inc. Georgia Pacific NOA No.: 04-0623.01 Expiration Date: 04/13/10 Approval Date: 0443105 Page 2 of 7 WILLOUGHBY SUPPLY. Fax:954 -428 -1403 EVIDENCE SUB1NT,l" =: Apr 28 2008 10:19am P004/008 Manufte ear (with. eMTTeM NOA) SFS Inteo, bc. Tm Fast Corporation 1TVP Buildex Olympic Manufacttyrlug Certaiffded . Test M . . .... ... ... . . .... . . ..... . . .... . . Date . ....... .... Physical Properties, TAS 114 ... • • • FAS .... .... • ,APPROVED r . .... . .. . .... TAKE 3 . �tener 3519.12.03 Wind UpIA TAS 114 N�ber " :: .. ... .. odact Nam ... Aescrlpgon 1. kfast 14 with De ..' • • • ; R X vith' Dekfast Hex Plate hexagonal steel plate 2- Tru Fast 1~ID with MP Roofing screw with 3" Physical Properties , 3 Plate round steel plate 3. Roofgrlp #14 with Flat Roofing screw with 3" Inc. Bottom Plate square steel plate 4. Olympic HD with Roafintg screw with 3" Fire Class cation Standard Plate round, steel plate 5. l+lialFast Fastener wit Roofing screw with 3" NF -3 Plate round steel plate EVIDENCE SUB1NT,l" =: Apr 28 2008 10:19am P004/008 Manufte ear (with. eMTTeM NOA) SFS Inteo, bc. Tm Fast Corporation 1TVP Buildex Olympic Manufacttyrlug Certaiffded . Test M Test Identd[er Descx fion Date Exterior Research & Design' LLC 3518.12.03 Physical Properties, TAS 114 17/01/03 (FM Standard. 4470) Exterior Research & 3519.12.03 Wind UpIA TAS 114 12/22103 Design, LLC (FM Standard. 4470) Momentum TeabuaoIogies, Ino. DX08C4A Physical Properties , 03/22/04 Momejam Technologies, DX2o1:3A Physical Properties 03122/04 Inc. Undetwri%rs 811656 Fire Class cation Laboratories, Inc. ,Published Annually ' o NOA No.: 040623.01 Mmndw Expintion Date: 04/13110 Approval Date: 84/13/05 Page 3 of 7 WILLOUGHBY SUPPLY. Fax :954 - 428 -1403 Apr 28 2008 10:19am P005 /008 Deck Type 11: wood, Zusalated .... . .. ... .. DeckDescriptio�q: Mid 99/3a" thicltp1VVq of nWd plink Attached in accordance with applicable bmldmg 00k A 4- -tdW&*wj j less then '9132" thick (nXtMMUm the code required aMwb mcnt method most be m addimon to existing attacbment. System Type C: All layer of iasnlataon *jWtaneously attaolted. All CenerW and System Lmta&m apply One or more layers of any of the following insalatio,as. (Optional) *se Inigalation Payer 1r alation Fasteners Fastenerr (Table 3) Deusity /ftx Flmftard, ACFoam A FNRGX 31 Multi -Max FA , Mkdmuia 1-5" thick N /,A. N. /,A. Note. All byte shall be simultaneously fastened; sm toP layer below for fasteners aped density. Top Insulation Layer Xhsulation Fastener Fastener DewDeck (Table 3) Densitylftx Mamma %" thick 1, 2, 3, 4,5 1:13 M Note: All buyers of Insulation shall be mechanically attached using the fastener density hsw above. The insulatiop panels lasted are minim mJgt sizes and dimensions; if larger panels are used, the number of Amt;D rs $hail be JMcreased maintaining the same fastener density. Please refer to Roofing ,A PPlimtlon StRR& rd RAS 117 for insulation attachment Printer: A,pp1y Flinipi SA to DensDeck surface at 0.3 gaYaVare. Base Sheet: One or more layer of Fhullazde SA Mid Ply, wlf adhered Ply show. (Optional) One or more layer of Flindudc SA Mid Ply, self - adhered. Membrane: One or more layer of Flinflaadc SA Cap, self - adhered Surfacing.. None M=Amum Design Pressure: -45 psf (See General L isnf n6o7n #7.) e NOA No.: 04- 0623.01 Egpiratitom Date: 04113/10 Approval Date: 04/13/03 Page 4 of 7 •• •• • • • •• •• • • • •• • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• SEMBLILS: ••• ••• ••• ••• ••• Deck Type 11: wood, Zusalated .... . .. ... .. DeckDescriptio�q: Mid 99/3a" thicltp1VVq of nWd plink Attached in accordance with applicable bmldmg 00k A 4- -tdW&*wj j less then '9132" thick (nXtMMUm the code required aMwb mcnt method most be m addimon to existing attacbment. System Type C: All layer of iasnlataon *jWtaneously attaolted. All CenerW and System Lmta&m apply One or more layers of any of the following insalatio,as. (Optional) *se Inigalation Payer 1r alation Fasteners Fastenerr (Table 3) Deusity /ftx Flmftard, ACFoam A FNRGX 31 Multi -Max FA , Mkdmuia 1-5" thick N /,A. N. /,A. Note. All byte shall be simultaneously fastened; sm toP layer below for fasteners aped density. Top Insulation Layer Xhsulation Fastener Fastener DewDeck (Table 3) Densitylftx Mamma %" thick 1, 2, 3, 4,5 1:13 M Note: All buyers of Insulation shall be mechanically attached using the fastener density hsw above. The insulatiop panels lasted are minim mJgt sizes and dimensions; if larger panels are used, the number of Amt;D rs $hail be JMcreased maintaining the same fastener density. Please refer to Roofing ,A PPlimtlon StRR& rd RAS 117 for insulation attachment Printer: A,pp1y Flinipi SA to DensDeck surface at 0.3 gaYaVare. Base Sheet: One or more layer of Fhullazde SA Mid Ply, wlf adhered Ply show. (Optional) One or more layer of Flindudc SA Mid Ply, self - adhered. Membrane: One or more layer of Flinflaadc SA Cap, self - adhered Surfacing.. None M=Amum Design Pressure: -45 psf (See General L isnf n6o7n #7.) e NOA No.: 04- 0623.01 Egpiratitom Date: 04113/10 Approval Date: 04/13/03 Page 4 of 7 WILLOUGHBY SUPPLY. Fax :954-428 -1403 Apr 28 2008 10:19am P006 /008 .... . . ..... . ... . . . ... . . ....... . ... . *• •. . . . . . . . . Deck Type la VPood�l l*i • '.: ' :: .'. . . . . . Deck D a%m iolu Min. 19/32" thick plywood attached i e n. accordmce with the Florida Aual ft co, High Velocity lau�oricane Zone. .. . . . .. ... .. System Eq): Buse sheebm�ly- fastened ' • All Genea~all and System Lnxatia� �p. • ' ' ' • • • • • Se Mahon SheeL (Optional) One or more layers of 01"Base, loose laid- Anchor/Base Sheet: One or more layers of l~ udastio SA, Na9lBase, medbaroaically attached as desdrlbed below. Fastening: AnchorMase sheet shall be fastened with awed 11 gauge 1 -'," annular da"haak rooftng nails =4 tin caps spaced 8" ox. at the Win. 3" wide sidelap. With three additional (may spat 4 ftgg=4 rows in the center of the sheet spaced 8 inches ox. for a total of four rows. Ply Sheet; (Optional) Onc or more layer of Fliuotlastic SA Mid Ply, self - adhered Membrane: Oxte or more layers of Flititlast is SA Cap, self- adhered s8: Norte P� Design -52.5 psf (See General Limitation #7.) Q NOA No.: 040623.01 Explmdon Date: 04/13/10 Approval Date: 04/13/09 Page 5 of 7 WILLOUGHBY SUPPLY. Fax:954- 428 -1403 Apr 28 2008 10:19am P007 /008 .. . . ... . . '6 ... .. . . . ... . . . :0.0: . . . ... . . . . ... . . . . ... . .. . . . . . . .. . . . . . . . . . Deck Type 1: Wood, l�Ton- fuAlatea • Deck DmT4 lion: Mm'%1 - flack Ply�r��(oiod/attached nsmg appxov, naW spaced 4" o.c. at wood joists paggd .'i7r :2, 4•q'. :.. •.. . ... . . . . .. . Systm Type EM: Base sheet ;�s ntcba�.ic�11�* mid .. . . . . . ... .. AD GeReral and System )Gimitatloxu Apply. Sedation Shcct: (Opt{oaal) One or more layers of Glaffim, loose laid. Anchor/Base Sheet• One or more layers of Fhntlmc SA NaMase, mechazic ally attacked as deacrRed Wow. Fastening: Anchor/Base sheet $bull be festcuedwO approved 11 gauge 1 -YV amular ring - sb=k roofing =is and tin caps spaced 8" ox. at the min. 3" wide sidelap. With tlfe additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches ox. for a total of four rows. Fly Sheet: (Optional) One or more layers of Flindastic SA Mid Ply, self- adhered - Menbrane- One or more laYus of FlintlaWc SA Cap, self- adhered Surfacing Nonce Mmim m Design -60 psf (See Gen wat I hWtation V.) Fressm: NOA No.: 44-0623.01 Kxplration Date: 04 /13110 Approval Date: 04/13/05 Page 6 of 7 WILLOUGHBY SUPPLY. Fax:954 -428 -1403 Apr 28 2008 10:19am P008 /008 • • ••• . . • ••• .. .. • ...... . • • ••• • • • • ••• • •• • • • • • • • s • • • • • • • GENERAL • ... • . • • • • L IITATIONS. . • . • 000 • . • . • 1. Fite classification is not part Of 03i "s�accepta=e, •ri £er to a current Approved Roofing Matc�als 0. Directory for fn wings, of tbio *, 0 e i i • • • • 2. I�asulation may be metalled in M44;;44. Ka *t 1&4 shall be attached in compliance with Prodnxt Corrtcol Approval guideline3 All MAt: ldyM%hM be adhered in a fur mopping of approved asphalt applied wif lk the EVT range and at a rate of 20-40 NJsq., or mechanically attached usizig the £astembg paUom of tha top layer 3- All standard panel sizes are acceptable for meebomcal. ettaebMmt. WbM applied m approved asphalt, panel size shall be V x 4 1 max1 mum. 4_ An overlay and/or recovery board woulabon panel is requk -ed on all applications over closed cell foam insulations when the base sheet is fully mtoppod. If no recovery board is used the base shy shall be applied using spot Mopping with approved asphalt, 120 diameter circles, 24" o.a; or strip mopped 8" rit'bbons in three rows, one at each "lap and one down the center of the sheet allowing a continuous area of ventiladon Encircling of the strips is not ao=ptable. A 6" hrcak shall be placed. every IT m each n'bbon to allow Crow ventilation. Asphalt application of eftex system shall be at a minimum rate of 12 lWsq Note: Spot aixached systems $ M R be hn*ed to a maximum design pressure of 4S PsE 5. Fastener spaei AS for insulation attachment w based on a Minimutior, CharactexiWc Force (n value of 275 lbf., as tested toot compliance with Testing Application Standard TAS 105. If the ;Fastener value, as field- tested, are below 275 If insulation attachment shall not be acceptable. 6. Fasteue-r spacing for meet artical attachment of anchor/base sheet or membrane attachment is based on a minimum &qft= resistance value in conjunction with the maximum desilgn value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building t3M014 a revised fastener spas D& prepared, signed and sealed by a Florida registered. Profesioval Fxgineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the vilchawal resistauce value taken from Testing Application Standards TABS 105 and calcabdiow in compliance with Roofing Application Standard RAS 117_ 7- Perimeter and cornea areas shall comply with the cabanced rialto pressure ra airements of these areas. Fastener dens ices shall be increased for both insulation and base sheet as calculated in compliane with Roo£ag Application Standard RAS 117. Caloulaiions prepared, sigo�d and sealed by a Florida registered. professional Engineer, Registered Architect, or Registered Roof Consulialrt (Whexk this linnitation is slwdfiicaRy refuted within this NOA, General Limitation #9 WM not be appFieable.) 8. All attachment and sung Of perimeter nWers, metal, proflile, and/or flasltiuttg termination designs shall conform with Roofing Application Stsu Wd RAS 111 and applicable wind load req* meats. 9- The Maximum designed pressure limitation listed shall be applicable to all roof pressure zones (te. field, permneters, and corners). Neither radonal analysis, nor extrapolation sball be pextnIned for enhanced f tsteninng at enbaneed pressure zonce (i.e. perimeters, extended oorners and cotters). (When ft ftutoHop is specineally referred witMo n this NOA., General L mitatiom #7 will not be aPP&abk.) 10. All products listed ha vin sha11 have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Adoaiuni hviive Code. END OF TMS ACCEPTANCE o NOA No.: 040623.01 Expimfion Daft: 04 /13/10 Approval Date: 04/13/05 Page 7 of 7 A I C - t, HIGH-VELOCITY HURRICANE ZONES • tctz� crcv Lam.mws. i "ID4 bomer . . Row or, NuMber-of 04stenemparlm"Wom A I C - t, FLORIDA BUILDING CODE — RESIDENTIAL 44.21 • tctz� crcv Lam.mws. i "ID4 bomer . . Row or, NuMber-of 04stenemparlm"Wom RrYrexfi " K -now L te TYPT.—LVX Q AW stkjooinj.j mWffrJ4' .'-.Qoww4t Clint, CW slq.pe..- Ila I" tip, • qdjqj!�: Moan Wf I%i#.bt-. P�*W-'Hef^ Aelght of SM.e. •lashfng, Mqt6rM, hbr713ase heft FgstimeffabAding IMOE ' 0 Thle-knesq, F WOW T YPIEN fastarrer Sj*W'jjg. 4Dr Mrs.'.06101s that WRA p ottrplY Will Cha Or 16. insula,Uon Bass Loyer. Aj "y 'v Too. lh*djjPAOrf,*Siz)O-,atig*.TMw.wmp2a"A- Jd FF proof g,j itc/ Tb "...P 7) FLORIDA BUILDING CODE — RESIDENTIAL 44.21 SECTION 8.4402.13 HIGH VELOCITY HJJRPJiQWErZQNES ;REQUIRED OWNERS NOTIFICATION R 0 VS ID ERATI 0 NS 84402.13.1 Scope. As it pertains to the section it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimumregatItmento$tid stledfirdr 966the industry for roofing 'system installations. Additionally,, the following itU skouldbel dr�ise'd E; �ol the agreement-between the owner ant the contractor. The owners initial in 4he destgnated apace indtcates•that the item has been explained. u •t • • • •• 000 •• 1. Aesthetics- Wirlim'anslt2p2.the'workmanship provisions of Section R4402 are for the purpose of prpyidQ 4014rth ;iD0f.Ws4gM meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the eurgerit provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. M P Common roofs: Common roofs. are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. A? * Exposed Ceiling: Exposed; open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. S. r ? Ponding water: The current roof system and/or deck of the building may not drain well and may cause water. to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. tA49. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. 0 '� Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the ro Owner/AO's Signature ate/ Contracto nature Date A . ' P.. Inspection Worksheet Miami Shores Village °° 10050 N.E. 2nd Avenue Miami Shores, FL . ' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/10/2008 Inspector: Grande, Claudio Owner: PETROU, MICHELLE Job Address: 372 103 Street NE Project: Miami Shores Village, FL <NONE> U�� Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number d Parcel Number Block: Lot: 1132060134990 Contractor: ALPHA RESTORATION INC Phone: (954)458 -8283 Buildina Denartment Comments Replace flat roof Lot Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 89182. CREATED AS REINSPECTION FOR INSP 86842. CC SEAL COUNTER FLASHING FASTENERS. 7/8/08 Exposed cap sheet without granules are to be covered or removed Failed El from the elements. CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, July 9, 2008 Page 2 of 2 C a • A MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date�� Time Type Insp'n permit No. Name �- Address Company phone # For Inspector: Name & DOW Approved Correction n Re- Insp'n Fee C3 MIAMI SHORES VILLAGE Paint Color Approval and Agreement 'DATE: _-3 1.OWNER'S N ___J— – HONE 30_5- -ADDRESS: /Y' �E LAZDRESS OF SITE: 03 _�71_/ CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE: All Elements on the site must be listed and indicate the color to be painted. Walls Fascia Drip Cap/Drip Edge Soffit Roof Flower Bins Shutters Awnings Chimney Doors and door jams Garage Doors Railings Fences Decorative Metal All brick (simulated or reg ar) Stucco Banding Any other stucco features Accessory Buildings Other 0 0 0 0 x t ro 0 W En H H W Z W Cn 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 t wor tated. Furthermore , the paint colors will be as per the attached s d e5 1�h'tre'of_ er Dat Signature of Contractor Date Building Official Date WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION 4/23/01 f MIAMI SHORES VILLAGE 3 +0 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request WZ —wNtMkNfMtAO,1 1 Name Address Company Phone # For Inspec m "am Approved Correction ❑ Time Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/22/2003 Applicant: JOSEPH Owner: MURAWKA JOB ADDRESS: 372 NE 103 Contractor Local Phone: Building Permit Permit Number: BP2003 -824 MURAWKA JOSEPH ST Contractor's Address: Page 1 of 1 1 Signed: g -- (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: fContractor or Builder) BY: Parcel # 1132060134990 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 3 & 4 BLK 37 LOT SIZE 100.000 ,® Fees: Description Amount FEE2003 -3075 Building Fee $60.00 Total Fees: $65.60 FEE2003 -3076 Notary Fee $5.00 FEE2003 -3079 CCF $0.60 Total Receipts: $0.00 Total Fees: $65.60 10 Permit Status: APPROVED Permit Expiration: 11/18/2003 Construction Value: $100.00 Vr Work: FASCIA PAINTING ONLY 1 Signed: g -- (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: fContractor or Builder) BY: • CRITIQUE SHEET JOB ADDRESS t57A Aj.IF. lO 3 S4, APPLICANT ,ee<A PHONE # APPUCATLON SHEET - ,0F. ---- MISCELLANEOUS I PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING/ ZONING DEPARTMENT' SECTION BY DATE ZONING JE ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS ISTRUCTURAL _ BUILDING OFFICIAL t. Sub}act to compliancy WM sit Federal, State. c,om X0,aga rates and reguiattans. Y�taga ass�tes as responsibility tat accuracy atlot results from these Baru. 2. This copy at pleas must bs ayaltthts as tatdnq site or no inspection Ydii ba eeaducted. DATE zONINy ' COMMENTS r� INITIALS - *ay ezzm-c-r1wC ? 5 _ebel 9. I.r__ h '.� ti � b _.., F'�'-i O b O L - 1.d' LO• EO1 Snap r a�1�i t ti r ! ! <i 402 102 ` am r•--�{ EAYff 8 CORNEA MEM. 8y TYPE *F- Atd• 04lR1. Rfsa TYPE •F-S' - '�• .p � TYPE E' °j — w �°'• � ripe °A• r TYP£ °B• TYPE •C' TYPe'O' TYPE '-C-S' BEAMS B 'COLUMNS - Jr1 20/ - MISCELLANEOUS COMPONENTS COLUMNr -ANO BEAM SCHEOULE-. -- - - -- - -S /dF TH /CXNES9 NAK@EAMSPAVSPACED X TYPE REMARKS --- - - - -•� /r1 BLABS® 14�8MSm Nmd,EA 6,a ff &o0 a00 /OS4 Adz /x--08 a' -B" � 14'J' Y,'lnrY DOpns ®SV•e< -__. _ .. d1 ;1'; ]xa E 100 700 .100 .a67 Sr-6' 19,9" Pt7'�". y=0 I g - — I Z `e am Eewmes. O /.B/@ &9s /B/1 . /a9 21 J -0" 4' -4` ,f/Or, 'SM.S/da ce rr2 B -0'Sm. a '111 .°S h ea'�001 Pi8'rYq•E/ pp °•°. um R L'ONMEC7/ON: 8A9S CSlnns i 6 C ,8 P4Y,'LL8'Jp• 403 A 3.00 9.On d00 .094 - JO 094 ZT-XY 11x8° 79'- J _ -- —. -- v b : smSJr DsmA J -10. B.BO ./0 700 ZI-7° 1d-0' 1KB' �-r 773 A J.90 770 azo .I /o oo J _/' — - F47 DETAIL // DETAIL 873 A 1L89 8-70 347 . /a0 .070 .JOB 3Y4 JS / -'i SFF //' ' SBm Yei Y, jyop I Bas TYPICAL PLAa Yam./,aem L°'pmJm'si0 BArsp,amr.. Ja�aor 44 5-'1' m'r' S- ?r9• i 4w M9. `. 9 Jd- P8-9` 2&r - aw - , - / 9l9-B -/ fAOb amRml 1mY • ar1M 7 4$3 ' ° .n. 2Br� � 8 rYB L/1- E,vtMSS. I 41' bI Ip eoNmn mfr A�mmeSmr °t l °n'bin41; emmp1.75•r11 -- DETAIL ®' /9=6' /8�' - - _ -- - TYPICAL- ELEVATION - - DETAIL. Q @ _ _ DETAIL �9 DETAIL @ J/-'/I" Yd-O' 29-8• a/=4' -stir oft - e - RW � SAM rol/sr ml _ smsYe•L �srs CY- 7 -I" -/' C-4' IiOr' •S6LSO P4 ae r1 ! 2Fd' E4'-B' 2i'- 4'8p'S' Op. ` 1 t -Yrt wYa' Ema mam. •• 0 32=3' 3d.J 29'40' 8XB• Oo. d1p/pSK3. 2•IMrx�7e`Sam E,NL!• BarBerm- /9-0 , _d /Y -O ,d J,mr,%s'A/umsnoP90SOSO ompepJa. , 1 bm,mwp to�.�-.4- .nm -0 264'- A%O 13'-D Op. ATE tE FaSC /p CoPoma NOYESTBo- —4 $at 3O-O 32 3 - - O°' YtopJ°°"mrm'L°me /1 �'+•"� ALT. DETAIL © ALT. DETAIL ( df 9•bp„pJO pzJrouw ETA/ 8 N�`d-�0"O°O �• er. om pa �a,amNmn. J? -8 -a / -4 !0-/I _ _ DETAIL ® nus&�e -9 a- -B ra- /r,x1Ys`A! 3oigp/ mLrp/a. .�„ ��:" b a <1 @�I .... i =AX COL.SPAa7P0_ O O REMARKS Hp J1 �4 / / -4 - -- -- ____ _ -r17, "Ye• _ mp - corarr - M1 `' . °C 4 ' /T0 I - 9 J - 9 I/ - Op. 90 0 10 =4 s-9 8-9 8 1 2- o-O'k.. oc ?ILL %sm p a q a,yefJ1. S swi°t4 ROOF BRACING SCHOWAT /C DOLE OES/BN CRITERIA: - ,g/yy'SgcgglslAZOOw w,tts: psawn wmaLmam paa ovJ /S Oal Mntmp,negllp _... Tsn tme, wautmamasaa.J ,Bdptl E/� - - - - -_ *W O,NQe VV, LmaQOm) 1 p,l J/, Fr11'Jd•L a,I,m �g• Baps waatwmSD 7pa/ 1Y,'r11Y4' r,r •,npT T,YL07aryrW 4„n lB6p/ - A,ra PoOI4 —_ TMmM4 -- Y, 40a/ 101 i• arrnm'dlJrm '� _ LOp i NEVREn. n -:re 68 ex. sm 4avw C", ; SCREEN ENCLOSDREVETA /L SNEET TMa ,OaoO.awn,eMJOJgpmmnn!„m06d %w �mppopn- 1Mr . lIHOSM.f. ! 0ueteeq cede, 7M / pNmpa +mmpmwam,aeepno,ap,Jarnw„nNi ar,gre � rrnsJo, r„mr,Sl sdmL 1lnsdma a, Jame, poJJamac, Jm¢pnmu,mcViwppvJ»,JCOpq,yn,mb. ALWi99fUM PRODUCTS.INC. ._ . —_ _ 'm 'gym MST& mJmbDO/mnMJron,p„O,Jbem. !• _. B�0* .. r ^ - -- -- t�'poN _ t I1od NLv mmE n6d m 10m a*, mmiah. Hondo Appl,v,amar„ow _ _ -- NAI 16,A1mJ NtlDb MasOppJm a /M,psbHOIeBM,rm,ltp/N,/, lAnrhn./'�'/... -.__� ae7pSpNSbOehaH+t Nm•apoaaJOmMwmerdraeee. - pbyy >�ae.sy!md aevwatla/bm �• 9 8rO?,M 6Y1M M&BR6lAA6IIW: W4I , slLa6tJr, 04raxamrc •OJO,nNmJNe,ra,OISOJV,.por„Mah� abmwea II09 LLNAD lR iM�M.F1a,Y. TfLESCOP /MB ROOF @RAC /MB Of TAILS _ >Y� JOO nsSK►1 i t t2 It Ott E HEADER -CLG. MOUNTED 1 . SCALE: HALF SIZE M 8 . N 0 0 v° rn v a >7 i I a o co I h 3 Q J O u I N O 0 'u 0 n a 0 .g 0 c 0 0 i c 0 0 Z d N t t _T 0 iISB tT+111. T r °may :�11 In t OHEADER-WALL MOUNTED SCALE: HALF SIZE .248 i .285" T I I GENERAL NOTES; - 60 1060" OD c 3.840" MAX. ° In 125" 1.840" CODE' 2001. FLORIDA LOA) 2 0 O t 875 ' •483" .94V221 N 90° N m t2 TYP.2 }. 31 2 _ 949" 91.5 2 : O 0 0 I. 600- , } 1-1 107" a m WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.8S SHALL BE USED. 1 1 1 I, 1 N 1 S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G-S -23 OF THE FLORIDA ADMINISTRATIVE CODE. 9 iTY�.2) t3 1 s .0 .326" 840 ' a 620., tt a 6 t , 2a BUILD- OUT SIZE HEADER SCAE- HALF nsELALL WAALL MOUNTED .248 i .285" T I I GENERAL NOTES; - 60 1060" OD 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE NIA) BY BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE -1-- -� ° Lm CODE' 2001. FLORIDA LOA) 250 80 o m 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 949" 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 94,__ WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.8S SHALL BE USED. \ MATE 1 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND OO NOT INCLUDE INFORMATION 1 FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. OCENTER 9 SCALE: HALF SIZE 1 S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G-S -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN A 0 285Lh4' 1.039" 190" .060" JT60•• 45.. 095" .A42" .942" 8 10 CENTER MATE 2 SCALE: HALF SIZE OSS' � (TYP.I N C, r- 1.533- .055 " - .500" OADJ. SILL-TOP OADJ. SILL -BIT. SCALE: HALF S1ZE SCALE: HAL SIZE CENTER MATE 1 mLDaaNGROD) 9d SCALE: HALF SIZE N THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES STAINLESS STEEL 4 NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES ASSEMBLY DETAILED HEREIN. 0 320" HOLE 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID p m'o L _ y i t .485" THE APPROVAL DOCUMENTS. o NYLON WHE r I , 15" 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE ni I I BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: o N 058 PLACEEO IN A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND 1.100" 251" I I 1 I SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL �_ I 1 230" AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SMALL BE SUBMITTED TO THE .. }-230' MAX. PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL 130•{ MAX. - GRANTING HIS /HER APPROVAL. " AX. TYP. B) REQUIRE THAT AONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND JOINT ATTTTOOP. TOP BOTTObI Ice SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. 11 WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANq 11 ANGLE ROLL ER ASSEMBLY ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL\ SCALE: HALF SIZ ALE: HALF SIZE 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: ' ROLL-A-WAY f,- ST. PETERSBURG FLORIDA MIAN"ADE COUNTY PnDWCT APPROVED 2.373" �- .472" I.O. tt� cam, 10 ALL SHUTTERS SMALL HAVE . LOCKING IG MECHANISM AT CENTER OR SIDE CLOSURE 612" O.D. t WITHIN la^ OF CENTER IVERT.1. LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE j 156•• 4a^ r t HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 41 j 12. ALL SCREWS AND BOLTS TO BE 2021- _74 ALUMtNUM ALLOY, STAINLESS STEEL, :++ d N .211" I t2 1-2 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N {1{ POP RIVETS TO BE 3/16 -0. 5052 ALUM ALLOY, U.O.N. - 1 7° 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1.350" I X500" f 1 D 6 14 FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE OPTIONAL) REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS, 15. THIS SHUTTER SYSTEM IS PATENTED wITH THE U.S. PATENT AND TRADEMA WALKOVtR OFFICE, PATENT No. 5,755,270. LOCKING CLIP FLOOR 11401 1S SCALE: HALF SIZE 16 SCALE: HALF SI 03'/28/03 10:27 .1 1.533" .0J025" (T 1 1.250 �. v .055" ia 90' END SLAT z� 14-11-9 : O SCALE: HALF SIZE I- N d% W 641" 1.250" .136" W u .9. S. Qa � • N -O M Q 250" 10 1 3.283" .050" NON � W z ALTERNATNE �" m �' > Q w �•+ � O u. ADJ. SILL-BIT. OFLAT END SLAT SCALE: HALF SIZE % SCALE: HALF SIZE z 3. 1 l=1 W C o iw, o 55 w r. 2! 620..IO.b:I` Y ° 's 0 g :82 5 "' 09 x-060" 0 CENTER MATE 2 W LOCKING ROD) j m SCALE: HALF SIZE "- -- .360" 10.550" o .375" R •43S" R` 135" R = DUCTREbISEO ° 1 505" R 'as cam PIY to with the klocfda 8aid.'4, Code 1-T :711 150" s_ _ A .315" R p1:91on DAtc it O LOCKING ARM ALIGNMENT INS! E HANDLE 1 BUSHIN (NYLON) SHIM NYLON SCALE.IIAL G F SIZE I 5 LE: HALF *SIZE i =t 101/17 /200 tlr.vn Dy r�• ^ v cnrckrtll r ate• „.nq n 03_804 sheet 1 of 7 E cs rCi c so m 0 c U v r 0 I o. m 0 a A / 0 m 1 n 3 a Ci 0 v e c 0 v t c 0 E 0 c it r- BOTTOM TRACK— OR CAN BEE IS OW (SEE GENERAI TYPICAL ELEVATION N.T.S. SINGLE ARM LO MECHAMSM AT OR SIDE OF SHL LOCK MAY BE IN ON INSIDE OR��yy OF SHUTTFrR= AS PLAN VIEW NOTE 10) FROMM SHUTTER GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. W/ TYPICAL PLAN VIEW SCALE: 3" . 1' -0- 3/4" M-11;T.-- 1 -1/2" MAX. K03 7 �C O' • 1 "x1"x1 /8" ALUM. ANGLE W/ 3/16 "W POP RIVETS (01 6" O.C- �T BETW .50 "0 Z E lV W W US® tIM MECES SAND LOCKING PIN SCALE: 1 -1/2" . T -0" FASTENER (� 24" O.C. (SEE ANCHORR SCHEDULE FOR ANY ACCEPTABLE ANCHORI•. EXISTING, GLASS / I I.I IBLY JAL S HOLE NG TURE BOOT Rio w XTR SI OP7 REMOVABLEEAND / /SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION FIXED SILL FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING P[AN VIEW SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE . 3 . t - 0- 1 10. 77 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. NYLON LOCK MAY BE INSTALLED -ON HANDLE INSIDE OR OUTSIDE OF SHUTTER I � — LOC>0 SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. SINGLE ARM LOCKING ORCSIOE IOM SHUTTER. NYLON LOCK MAY BE INSTALLED ON HANDLE INSIDE OR OUTSIDE OF SHUTTER II INGIP ARM LOW SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. SHIER BUSHING 22 12 111 .7/16" 0.0. 0.63" LONG NYLON IPE BUSHING 22 #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18-8 STAINLESS STEEL W/ S200 FLUOROCARBON S2000FLUOROCARBON COATING & .460 "0 x .050." THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 8 I I 3/8" O.D. x 0:40" LONG NYLON I I ! BUSHING 2® FROM #410HT MANUFACTURED W/ XYLA ARBON \ C 460 "0 x .050' K 30( RIES STAINLESS STEEL WA ER (TYP. TOP & BOTTOM) SCREW .BUSHING &_ROLLER/ MINSMGTTER SEPARATION FROM GLASS. (SEE SCHEDUi SHEET 5). DISTANCE TO. BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. LpS�RE SNHIM ANDLE W/ SINGLE ARM LOCKING I MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3". 1' -0" EE FASTENER SCHEDU 3/4" MIN. 1 -1/2" MAX. 1 "x 1"x1/8` 3/16,10 POP FASTENER 24" O.C. (SEE ANCHO7t SCHEDULE 2" M FOR ANY ACCEPTABLE I ANCHOR). -- -� EXISTING GLASS— ( TYP.) 6 -1/2 OPTIONAL PLAN VIEW SCALE. 3- 4 & SSEQLY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE JOINT BETWEEN \.SEE SECTION L ON SHEET 4 REMOVABLE AND FIXED SILL FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING PLAN VIEW SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3`e . - 0» v= W a W .F f. N� Q WV V d a °• _ v''" v vl.c W g W w =W Uv o N � ' ? H W� O Lu j Y C, le PRODUCT REVISED as complying with the Fla Jdt Balding Code e Acceptance No 23 - O Z I v f.o y aeee fspiratio4Bate o o ID/17/2002 �1'I�I00 I Vx F "o 03 -80_4 sheet 2 of 7 VARIES - NO LIMIT SECTION TOP TRACK z a IL " N ALT. LOCATION QF MECHANISM A O CSINE ui F.. F W ...i vl In W Q X ~' 0. Q r- BOTTOM TRACK— OR CAN BEE IS OW (SEE GENERAI TYPICAL ELEVATION N.T.S. SINGLE ARM LO MECHAMSM AT OR SIDE OF SHL LOCK MAY BE IN ON INSIDE OR��yy OF SHUTTFrR= AS PLAN VIEW NOTE 10) FROMM SHUTTER GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. W/ TYPICAL PLAN VIEW SCALE: 3" . 1' -0- 3/4" M-11;T.-- 1 -1/2" MAX. K03 7 �C O' • 1 "x1"x1 /8" ALUM. ANGLE W/ 3/16 "W POP RIVETS (01 6" O.C- �T BETW .50 "0 Z E lV W W US® tIM MECES SAND LOCKING PIN SCALE: 1 -1/2" . T -0" FASTENER (� 24" O.C. (SEE ANCHORR SCHEDULE FOR ANY ACCEPTABLE ANCHORI•. EXISTING, GLASS / I I.I IBLY JAL S HOLE NG TURE BOOT Rio w XTR SI OP7 REMOVABLEEAND / /SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION FIXED SILL FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING P[AN VIEW SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE . 3 . t - 0- 1 10. 77 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. NYLON LOCK MAY BE INSTALLED -ON HANDLE INSIDE OR OUTSIDE OF SHUTTER I � — LOC>0 SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. SINGLE ARM LOCKING ORCSIOE IOM SHUTTER. NYLON LOCK MAY BE INSTALLED ON HANDLE INSIDE OR OUTSIDE OF SHUTTER II INGIP ARM LOW SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. SHIER BUSHING 22 12 111 .7/16" 0.0. 0.63" LONG NYLON IPE BUSHING 22 #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18-8 STAINLESS STEEL W/ S200 FLUOROCARBON S2000FLUOROCARBON COATING & .460 "0 x .050." THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 8 I I 3/8" O.D. x 0:40" LONG NYLON I I ! BUSHING 2® FROM #410HT MANUFACTURED W/ XYLA ARBON \ C 460 "0 x .050' K 30( RIES STAINLESS STEEL WA ER (TYP. TOP & BOTTOM) SCREW .BUSHING &_ROLLER/ MINSMGTTER SEPARATION FROM GLASS. (SEE SCHEDUi SHEET 5). DISTANCE TO. BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. LpS�RE SNHIM ANDLE W/ SINGLE ARM LOCKING I MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3". 1' -0" EE FASTENER SCHEDU 3/4" MIN. 1 -1/2" MAX. 1 "x 1"x1/8` 3/16,10 POP FASTENER 24" O.C. (SEE ANCHO7t SCHEDULE 2" M FOR ANY ACCEPTABLE I ANCHOR). -- -� EXISTING GLASS— ( TYP.) 6 -1/2 OPTIONAL PLAN VIEW SCALE. 3- 4 & SSEQLY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE JOINT BETWEEN \.SEE SECTION L ON SHEET 4 REMOVABLE AND FIXED SILL FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING PLAN VIEW SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3`e . - 0» v= W a W .F f. N� Q WV V d a °• _ v''" v vl.c W g W w =W Uv o N � ' ? H W� O Lu j Y C, le PRODUCT REVISED as complying with the Fla Jdt Balding Code e Acceptance No 23 - O Z I v f.o y aeee fspiratio4Bate o o ID/17/2002 �1'I�I00 I Vx F "o 03 -80_4 sheet 2 of 7 E 0 M O 0 0 1 m 0 3 a a Z wi O 1 v 0 ao I n i 3 I a 0 I n 3 a 0 0 i L _ u I c O 0 0 a / O 0 a 0 n c 0 i / c 0 0 0 c a` I SEE TABLE EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. - C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY P 2" TYP. EVERY OTHER O 1/4" MAX- EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. f W } EXISTING CONCRETE. MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. — 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EDGE j SEE TABLE 2 QZW 01ST. OR ODOR F wNQ 3/16 "0 POP RIVET 8 D J OR #12 TEK SCREW r mow _ "o @ 6" O.C. (TYP.) VI Qlu 44 & @5 X Eu ASSEMBLY - Q lug 1" x 1" x 1/8" X: w ALUM. ANGLE W/ 3/16 "# POP 1/4- MAX. RIVETS [la 6" O.C. y (:2 CO EN�ANC OR SCHEDULE FOR MAX. SPACING 5/8" MAX. OIN/4tt. MOUNT SECTION SC - 3" - T -0" EXISTING CON�RETE, MASONRY -OR WOOD ST UCTURE. SEE ANCHOR SCHEDULE, TYP. CONT CONT - 1/2" � 1/2 NO ®C0NT. TW01/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW 1& 12(TYP., TOP & BO SEE TABLE 2 E O.C. (TYP.) 1-1/4" MAX. L FASTENER { 1 IN LIEU OF ANGLE 7 - STAGGER 1/4" OFF CENTER CTION TYPE CE ANCHOR 11 CONT. - FOR LARGER SPANS }; E TWO 2" x 5" AL. ANGLES - ;z (SEE SCHEDULE 1 TYPE U C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. ,f REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -112" SPACING SPACING 1/4 -22(nn��0 MACHINE BOLT W/ / T Iq 12" D.C. (TYP., TOP w r MAX. z z <_ Qow SEE TABLE 2 � 3a w pr J - B r JJ LL,q 3 -3/4" MA XW �R DSCiOR- A ANGL�EE Q YCpCIRELMON QX Wu `"' N I 1w `7 � 1/4" ► -- EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. " " O" ALUM. TUBE , BOTTOM Eli;1/4 MAX., SEE TABLE 2 I I 3- 3/16" _ vz P" I1 0 2 Z F- },"nJ R I —N Y % - W I W F wU V ` F- 0 Q ,c t) o 5 . 0 a O` 1A dJ x ] Ln Qme > W W z z Lu N MAX. p 1 1/4" N� & BOTTOM w p \ — / 4J 0 J. MAX ZO $ J t6 Yo n —#-� ,► SLnruULE FOR MAX.. �rALINU L FOGF n Icr i SPACING ��kn" 11 CONT. -FOR LARGER SPANS E TWO 2" x S" AL. ANGLES ISEE SCHEDULE 1 TYPE C) MAX. OCEIL94ANSIDE MOUNT SECTION OBUILD -OUT MOUNT SECTION SCALE-3- 1' -0" C SCALE,-,.. 1• -e- /4 -20 MACHINE BOLT Wt IUT (� 12" O.C. (TYP.. TOP BOTTOM) tOLLER ASSEMBLY �7 ^ 'YP. EVERY OTHER PlllNi� 1/4" ftE z o EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER r Cl CONNECTION TYPE C7o 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH I I I SPACING MATERIAL TYP. TOP & BOTTOM 1/2" MAX. M 1/4" MAX. #14 SMS ((� 24' O.C. MAX. IN rm z BETWEEN TRUSSES Z Q•- SEE TABLE 2 Q dw 0- VIJ N 3M 8 W ol-- r SEE TABLE 2- 1/4" MAX. 1/2' EMBED. — C1 CONNECTION TYPE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 9- 3/16" MAX. MASONRY OR WOOD STRUCTURE SEE� / ANCHOR SCHEDULE. TYP./J ALT. ANGLE LEG DIRECTION . _ z p, J� REVERSED ANGLE LEG MAY X Qp BE FROM ONE ANGLE OR FROM ' Q W X= BOTH ANGLES (TYP.). E 0 1 CONNECTION TYPE OB UILD -OUT MOUNT SECTION I'^ 0 "REFERENCE ANCHOR SCALE: 3" = -0^ 1• m SCHEDULE FOR MAX. 1/4" MAX. Zi PLATE W/ THREE 1/4 "0 WOOD LAG SPACING BUT DO NOT EXCEED 6" SPA NG 11 CONT. �j 2O €! '�. 1/2" % OI Q� IN WOOD (ol 1/ Wf EACH RAFTER OF TRUSS. =Z 24" O.C. MAX. WHERE A1/2" Pu F w PLATE EXTENDS 11 CONT, TT CONT_ EXTEND PLATE TO NEXT Et'IBED. TRUSS V. KNEZEVICII 1/4" St$" MAX. MAX. z NOTE: SOT TOM MOUNT DETAIL Nm MAY BE USED AT TOP. oa 2 8 2003 OBUILD -O/UT MOUNT SECTION SCALE-.3- - T -0- J . �Z ftE z o EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER r Cl CONNECTION TYPE C7o 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH I I I SPACING MATERIAL TYP. TOP & BOTTOM 1/2" MAX. M 1/4" MAX. #14 SMS ((� 24' O.C. MAX. IN rm z BETWEEN TRUSSES Z Q•- SEE TABLE 2 Q dw 0- VIJ N 3M 8 W ol-- r SEE TABLE 2- 1/4" MAX. 1/2' EMBED. — C1 CONNECTION TYPE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING S /B" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE� / ANCHOR SCHEDULE. TYP./J WOOD SOFFIT / IUT MOUNT SECTION O FLOOR MOUNT SECTION L 03-8 04 J f snmQr— 3 of ��� MB. C2 CONNECTION TYPE REFERENCE ANCHOR _ z SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 ' pIn -1/2" SPACING 5/8" MAX. 0 OB UILD -OUT MOUNT SECTION 0 J 8 SCALE: 3" = -0^ 1• gel u; 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS Zi PLATE W/ THREE 1/4 "0 WOOD LAG �- �j p� SCREWS WITH 2 -3/4" w; MINIMUM THREADED €! '�. PENETR "T" % OI Q� IN WOOD (ol Wf EACH RAFTER OF TRUSS. =Z 24" O.C. MAX. WHERE Pu F w PLATE EXTENDS o BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS V. KNEZEVICII 1/4" mm aLkw= low MAX. z aw Nm oa 2 8 2003 J . �Z M co X0 e= co <X FV - N O WN e > O � o(� N 1/4" MAX. �1 O 16 e lu > >t < Q C3 CONNECTION TYPE PRODUCT REVISED REFERENCE ANCHOR --- laying with theMrida SCHEDULE FOR MAX. BuidingCode SPACING acc Nu Au Ian" eP o Z . p l� PbrolivaDatco a 10/17/2002 By •s "DEED nCa M Jul d.,pn by ce.c«.d by DlMialOU V1K VJK WOOD SOFFIT / IUT MOUNT SECTION O FLOOR MOUNT SECTION L 03-8 04 J f snmQr— 3 of ��� T o' .t F E 0 0 E c o` STRUCTURE LS/8" GLq " x 3" x u4- OR DOOR 063 -T6 ALUM. ANGLE TWO 3/8 "0 POWERS rDETAILS ® CALK -IN F 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. THRE£ -1/4 "0 THRU BOLTS DRILL 7/16 "0 HOLE 1N 3 KSI CONC. 1- MIN. DRILL S/16 "O HOLE WITH 4 -1/2" MIN. ALUM. BEAM (SEE BEAM t t3~ 3 75~ EDGE DIST 11R FOUR r Tw l 1 % 3" RR DOSOR 2" ALUM. BEAM & SHUTTER SCHEDULE yNj to DESCRIPTION SHUTTER BEAM SPACING 1/4" SPANI SPAN m w== >3 8 w 030 nxOj 1.1/4" M X. Tw = .125" Tf - .125" 8 - -0" ° N' 1/2" Vae d 0• = JW -QZ 8 2" x 8" 3 Z SSE BLY 8' -0" x Tw = .072" Tf = .224" t5 ' W HOLE @ ACK SIDE FUR FASTENING 2" x 9" 5'-0" 15'-5 - 8'-0" 12' -S- Tw = .072" Tf = .224" TWO 1/4 "F+ S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PE Cal R. U z Ir Tf ALT, LEG DIRECTION SCHEDULE BELOW FOR BEAM DESCRIPTION'L MAX. HORIZONTAL SPANS) o° o 0 0 - 1%4-20 S.S. MACHINE SCREW ^ N 8 NUT V 12" O.C. USE THRU BOLT OR ACCESS LE AS SHOWN IN DETAIL 1so" 11.1u~ Ise" 11.8a".u- r1 /4- MAX. i `I W 1 'd eJi_ , (MAX. DESIGN LORD :72 PM OSOPSUPPORTiFAM DETAIL NOTE: 1. USE BEAM SCHEAULE FOR DETAILS ANO J. - 2. SHUTTER SPAN TO BE LIMITED TO THOS£SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SMALL BE CONSIDERED AS THE DISTANCE FROM fLOF SUPPORT TO I-LOF SWPORT. ANGLE DETAIL USING CALK -IN ANCHOR SCALE , 3 ". 1'- 0" — DRILL 5/16 "0 HOLE 1.00" 3.00" 3.00" 3.00" 1.0 PLYWOOD AND STUCCO FINISH 5/8 MAX. W 10 �m =,n N Z Qua E;tn uz Z;: w "c! 6 i I' yNj to C! N W Q CL W QOwFw SEE TABLE 2 SPACING 1/4" W 3/16 "0 POP RIV m w== >3 8 w 030 nxOj 1.1/4" M X. Q° C J > j� =XQ ° N' 1/2" Vae d 0• = JW -QZ 8 Q � 3 Z SSE BLY x - 1/4 -20 S.S. MACHINE SCREW 8 NUT 12" O.C. PROVIDE 1 "0 ACCESS Q W a c'8z t5 ' W HOLE @ ACK SIDE FUR FASTENING g W c TWO 1/4 "F+ S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PE Cal R. U z Ir C, ° IN CENTER OF STUDS 7 w� o "'-1" x 3" x 1/8" OR 1.4 > Oil 1 "x4 "x1 /B" wN = RZ.50- 6063 -T6 ALUM. TUBE Zp ® (MAX. DESIGN LOAD! 72 PSF) Y0 OING ALUM. TUBE 2.50" 3.00- I SCALt:. 3" . 1' -0" tt.oEXISTING CONCRETE, MASONRY O ; OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -7 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE , 3 ". 1'- 0" \m y 5/8" MAX. 1 rd I 2? TABLE LLq :E TABLE 2 Q .81 8R OSOOR wtj .:+ CHEDULE FOR MAX. LSEE �R DOOR - CL W QOwFw SEE TABLE 2 SPACING 1/4" W 3/16 "0 POP RIV m w== >3 8 w 030 nxOj Grrrrqg OR #12 TEK SCRE C& 6" O.C. (TYP.) J > j� =XQ o 8 8 = JW -QZ 8 N Z SSE BLY \m y 5/8" MAX. 1 rd I 2? w CA CONNECTION TYPE RE .:+ CHEDULE FOR MAX. SPACING 1/4" 1�� 1 MAX. Grrrrqg M Qw o 8 lE\3Q /110 2 TpOp RIVET t- X Q z u pR6lO.C.EK SCREW X W�oO:N I y 3/16"0 POP RIVET 8 "0 POWERS ' 1_14 �y a0 x C4 CONNECTION TYPE @ 6" O.C. J 3 -3/4" O.C. a REFERENCE ANCHOR MAX. 4 MIN. EMBED. AS�EMBL Q4 3/16 "0 POP RIVET `" SCHEDULE FOR MAX. 11/2NMIN $ S OR. OR #12 TEK SCREW SPACING « ST. OR FOUR @ 6" D.C. e W LCO CRETE -FLE / AL. BEAM (SEE BEAM I ac MAX. 1/2' _ .. W/ 1 -3/4" SCHEDULE ABOVE FOR E EO. - -_�1/2 OPTIONAL LOCATION I« ENT S 2 -1/2- DETAILS T BEAM DESCRIPTION 8 I a` CS CONNECTION TYPE t =' 5T. IN EACH ® &® 1 MAX. HORIZONTAL SPANS) 3 REFERENCE ANCHOR DGE DIS 1/4 -20 S.S. MACHINE SCREW 8 SCHEDULE FOR MAX. « rt I Tw T t t� NUT E@ 12" O.C. PROVIDE 1"0 I N SPACING CEILING/INSIDE MOUNT SECTION a ACCESS HOLE IN BOTTOM OF �� "` FOR WOOD PLATE USE 1/4 "0 SCALE= 3 . r -o` HOLES BEAM OR USE THR BOLT AS EMBED. S.S. LAG SCREW W/ 1 -3/1.` O HOLE SHOWN IN DETAIL r' 1 PENETRATION OINTO WOOD 2p x3` 7/4" PLATE 1/4'0'0 S.S. LAG SCREW 60ti -T` ALUM. ANGLE PLYWOOD AND (� 24" O.C. MAX. w/ 1 -3/4' PRODUCT REVISED X T� 8 5 ' ' THREE -1/4 "0 THRU BOLTS STUCCO FINISH PENETRATION IN CENTER OF as complying with the PhyMi ST�UTUREJ MAXI: T LEG D9RECTtON 518" MAX L STUDS Belding Code 0ef' 10/17/200 ` -2" x 6" P.T. Acceptance No 03_ 0 Zf . 0 f' WOOD PLATE Expiration Dotto c8 + c «orEO e.. " "M� (MAX. DESIGN LOAD272 PSF) (MAX. DESIGN LOAD - 72 PSF) a < +ro" by cn.cw.a i O80TTOM IT DETAIL Al m1 roductCoatroF G ss aL�_a- O WALL MOUNT SECTION - USING 2° x 6" P.T. WOOD PLATE 9ivislon 3 10:27 �3 -$Q4 - - -- Lsheet 4 of 7 E a° 0 n 0 'o N go 0 it a U P 0 go a 0 . i i a e)i 3 J 0 i t 0 0 0 0 i 0 0 a i ° l 0 °u r 0 0 a` i 24' O.C. NCHOR IN iEDULE) x 1/2" GALVANIZED SMS 3/16 "0 ALUM. POP RIVET e" O.C: 1" x .055" • 1" x 2" x.055". c3 "x.OSS" -2 "x4 -x.015 2" x 5" x .125" AL. ANGLE T MAXIMUM ALLOWABLE SPAN SCHEDULE 9 - 3 61.5 11 - 7 8- 7 8- 7 8- 10 MIN FASTENER [p) 24." O.C. L E 8-8 TYPE A TYPE 8 TYPE C TYPE D AmptaaceNo °3 pp NEG. ANCHOR SCHEDULE) DETAIL F DETAIL. 8 -.5 1 DESIGN ALL MOUNTING OR DETAIL DOUBLE SPAN INSTALLATIONS LOAD ( CONDITIONS ©W/ INGLE ANGLE ANGLE REQUIRED DETAIL #10 z 1/2" GALVANIZED SMS 11 7- 0 7- 0 CS EXC P RE3 Q3UIR OR 3/16"0 ALUM. POP RIVET 9- 3/16PSF) 6- 10 Q E F /4E. " . MAX. B.O. x 1" x .055" • 1" x 2" x .OSS ". 5- 9 5- 9 2" x 3" x .0551' • 2" x 4" x 6- 0 .055" 7 OR 2" z S' x .125- AL. ANGLE B MAX. B.O. MAX. 13.0. 120.0 6- 1 4 -9 4 -9 5-0 �iAL,TEQOSURE DETAIL (FT - IN) (FT - IN) (FT - IN) 140.0 5- 2 4- 1 4- 1 30.0 1- x2 "xi /" 12 -4 13- 1 12 -7 1 -5/8 38.0 VT- 11 -0 13 -I it -2 40.0 13 - 1 10 = B 12 - 5 10 - 11 OR 3- 3/16 "0 AL8 48.0 2 -7/8 9 -9 4 10 -0 POP RIVETS (TY 52.0 12- 1 9 -4 9 -7 9 -7 OALTEC ?0 URE DETAIL 56.0 11 - It 9 - D 9 - 0 9 - 3 61.5 11 - 7 8- 7 8- 7 8- 10 MIN FASTENER [p) 24." O.C. 63.3 11 -6 B -6 8 -6 8 8-8 MINIMUM (USE ANY ANCHOR IN 66.8 10 - 11 8 - 3 - 3 8 - 5 AmptaaceNo °3 pp SEPARATION ANCHOR SCHEDULE) 9 8 - 3 8 -.3 8 -.5 ACTUAL FROM OASS FROM GLASS 3 8- 0 B- 0 8- 2 SPAN INSTALLATIONS FOR INSTALLATIONS 7 -8. 7 -8 8 -0 (FT , IN) ' LESS THAN OR #10 z 1/2" GALVANIZED SMS 11 7- 0 7- 0 CS 7- 4 OR 3/16"0 ALUM. POP RIVET 6- 7 6- 7 6- 10 18 "O.C. 6 -.3 6- 3 6- 6 x 1" x .055" • 1" x 2" x .OSS ". 5- 9 5- 9 2" x 3" x .0551' • 2" x 4" x 6- 0 .055" 7 OR 2" z S' x .125- AL. ANGLE B 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5-0 �iAL,TEQOSURE DETAIL 130.0 S -7 4 -$ 4 -5 4 -7 7 -0 140.0 5- 2 4- 1 4- 1 4- 3 1- x2 "xi /" 150.0 4 - 10 3 - 10 3 - 10 4 - 0 ALUM. APG-LE 1 -5/8 160.4 4- 6 3- 7 3- 7 3 '- 3 #10 TEK SCREW 13 - 1 3 -3/4 170.0 4- 3 3- 4 3- 4 3- 6 OR 3- 3/16 "0 AL8 5 - 0 2 -7/8 1 -1/2 POP RIVETS (TY 2 -7/8 1 -5/8 40.0 NOTES: 2 -7 2- x 2" x 1/8" ALUM. TUBE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @1 24" O.C. 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 6063 -T6 ALLO(TYP.) MOUNTING CONDITION IN FIELD. 12 - 11 TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE SCHEDULE FOR ANY ACCEPTABLE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE 1 -1/2 ANCHOR) USED TO DETERMINE ALLOWABLE SPANS. 2 -7/8 1 -5/8 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE NO MAX. SHUTTER SPAN 2 -7/8 EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 3 2 =1/2 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE O �ENR CLOSURE DETAIL MIN. SHUTTER SEPARATION FROM GLASS. 5 - 0 2 -7/8 1 -1/2 7 _*0 2 -7/8 1 -S/8 z 60.0 8 - 0 2 -7/8 z ar MIN. SHUTTER SJARAN 11 - 0 3 It a tnw 2" x 2" x .12S" FROM GLASS ( 11 -8 tR ALUM. ANGLE CONT. SHEET 51 ;m 2 -7/8 1 -1/2 w OF 2 -7/8 0.062- THI 70.0 8 - 0 2 -7/8 1 -7/8 RECESSE3105 9 - 6 3 2 -1/4 10 - 4 -H32 2 -5/8 j Qj 0 2 -7/8 1 -1/2 6063 -T6 7 - 0 2 -7/8 1 -3/4 1/4 -20 TRUSS HEAD ALLOY (1QW CONCRET 8 - 0 2 -7/8 1 -7/8 9a BOLTS & NUTS W/ 11 - 0 3 -1/8 3 -1/8 _ � LOCK WASHERS (d 4 4 tn 2 -7/8 �" O. 7 - 0 2 -7/8 2 -7/8 2 3 -3/B 3 -3/8 7/4" MAX. 4 1 -1/4 -7/8 v ISTING STRUCTURE EXISTING STRUCTURE -7/8 1 -3/4 N. 3,000 PSI CONCRE' -7/8 HALF OF BO NCRETEFASTENER @ Y 2 -3/4 USE MALE OR FEMALE AS 3 3 SCHEDULED FAST CEPTABLE REQUIRED &ALT. CORNER CLOSURE DETAIL SLaLE. 3 t•_0- ��ERNATE FLOOR MOUNT DETAIL R SCALE t•-0" ?27 3" A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) B PRODUCT REVISED L E ttt c°mrl*8 wits the Plarlds d.t. MINIMUM MINIMUM Balding Codc 10/17/2002 AmptaaceNo °3 pp SEPARATION SEPARATION 2 POSITIVE ACTUAL FROM OASS FROM GLASS DESIGN SPAN INSTALLATIONS FOR INSTALLATIONS LO.AQ (W) (FT , IN) ' LESS THAN OR GREATER THAN •(PSF) EQUAL TO 30' 30' ABOVE ABOVE GRADE GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 -112 7 -0 2 -7/8 1 -5/8 30.0 B - 0 2_7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 e - 0 0 2 -7 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 S - 0 2 -7/8 1 -1/2 7 _ 0 2 -7/8 1 -5/8 SO.O 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 =1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 _*0 2 -7/8 1 -S/8 60.0 8 - 0 2 -7/8 11 - 0 3 1 -3/4 11 -8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 S - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 2 -7/8 2 3 -3/B 3 -3/8 -7/8 4 -7/8 1 -1/2 X -7/8 1 -3/4 -7/8 2 3 2 -3/4 3 3 "E 8" O,C. _NER IS Z1 z z� vi 'r- l[�f u+ v a u t-� 0 Q0 $$$ .o a 0. 11, O '0 NM ry W IA K Ou weepl V W ll!! W Z E N =W G& • ,2J UO g o N O Z N W j o Vu p OO 0 �f a 00.i ZQ 8 D � IL PRODUCT REVISED ttt c°mrl*8 wits the Plarlds d.t. _ Balding Codc 10/17/2002 AmptaaceNo °3 pp •r +I• E tlao Deteo dC.,r.1 tl..lyn 0y (ne.4. V pM todad tl4 R "> - 03 D1rW. -804 sheet 5 of 7 r ANCHOR SCHEDULE FARENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS , LOAD NqN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE IWI SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPA UP TO SPANS UP TO S UP TO SPANS UP TO P.S.F. 5•_B." 8' -O" 9•_011 73. -1.. 5._8.. ANCHOR TYPE- MAX. .(SEEBwTE 1) (SEE ObTE 1) (SEE NOTE 1) (SEE NOTE 1) NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) llZ 'ly c z (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE- (SEENOTE 3) (SEE N07E 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) • (SEE NDI E 3) (SEE NOTE 3) {SEE NOTE 3) 1) C1 C2 C3 C4 C5 C1 L2 C3 CL CS C' C2 C3 C4 C5 Ct C2 C3 C4 CS C1 C? t3 C4 CS C1 SE N C4 CS C1 C2 C3 E3 CS C1 C2 C3 C4 CS 45.0 12 12 12 12 7 12 12 12 8 S 12 12 12 IL 10 5 5 5 3 12 12 12 12 9' 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9' 6 12 71 II 6 4 111 9 10 6 3 8 3 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 Q '~" .o 73.0 12 12 12 7 4 10 S S 5 3 9 4 3 4 B 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4' 5 3 9 3 '3 5 3 Uz _ 1/4 "0 ITW TAPCON W/ E)6 a 1 -1/4" MN. EMBEDMENT 105.0 10 .5. 5 5 3 8 3 4 8 3 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9. 3 3 5 3 9• 3 3 5 3 R tMw. 3,100 rSJ, t.ONCrE1Ei 170.0 B 3 4 B 3 4 a 8 3 4 8 3 4 9 3 3 S' 3 9 3 3 5 3 4 3 3 5 3 9 3 3 5 3 45.0 12 12 12 12.9 12 12112 9 6. 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 }2 12 12 12 10 12 12 '12 12 9 12 11 11 9 6 oDm Z g 57.0 12 12 12 10 7 12112112 7 5 12 12 12 6 4 72 5 4 4 .1 12 12 12 12 11 t2 12 72 12 B 12 12 12 10 7 12 6 6 7 5 = _ Nw W/ POWERSDMENT 73.0 12 12 II 1 5 II 9 9 S 4 12 6 6 5.3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 B 5 12 6 6 7 5 Vv W/ 4-2 EMBEDMENT >= b2 ry i t/4 -A STAINLESS 105.0 1Z 9 8 5 4 12 S 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 S 12 fi 6 7 S 12 6 6 7 5 0 STEEL MACHINE SCREW 4u� m O W ° (t:IN 3.000 r s 1. cowar&fp 170.0 12 5 4 4 3. II 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 �' =U� S 12 6 6 7 5 12 6 6 7 S 12 6 6 7 5 "•I'^ I II 3 45.0 12 12 12110 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 12 12 12 12 7 12 12 S122' 12 8 4 3 Z x ° n I� 57.0 12 1211i 1 B 5 10 10 10 5 3 9 7 8 5 3 6 3 12 12 12 10 6 12 12 9 6 3 7 4 1/4 "0 POWERS 73•.0 11 11 11 .6 3 8 4 4 4 7 3 3 4 6 3 72 1Z 12 7 4 9 5 3 4 7 pp 3 IN W1 4 _ O NAIL -IN W/ 1 -t /e- 105.0 ti 4 L 4 6 3 6 3 6 3 9 5 4 S 3 7 4 7 m MIN. EMBEDMENT 4 (wK a 000 Fou oONOIEM 170.D 6 3 b 3 3 6 3 7 4 7 L 7 O a Z 4 mm y # 45.0 12 72 12 12 11 II $1212 12 7 12 12 12 11 6 12 B 7 7 4 12 12 12 1Z 12 12 12 12 12 8 12 12 12 12 7 12 B B e 5 57.0 12 12 12 12 8 II 9 6 12 12 12 8 5 11 4 4 O 1/4 "0 ELCO MALE/ 6 3 12 12 12 12 9 12 12 72 11 6 12 12 12 10 6 12 4 4 7 4 FEMALE IN. EM MDTE" w/ 73.0 12. 12 12 10 b II. 7 L 12 5 5 6 4 .tt 4 4 6 3 12 12 12 12 7 12 8 8 8 5: 12. 5. 5 7 4 12 4 L .7 4 i1MAL MIN. EMBEDMENT 1/4-20 MACHINE 105.0 12 7 7 7 4 TP 6 3 th 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 to SCREW WITH NUT pMtN asoo ►st coNa1ETQ 170.0 11 4 4 6 3 71 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 41 Q .t - T m 45.0 12 12 12 12 111112112 12 12 7 12 12 12 11 7 12 6 8 7 4 12 12 12 12 12 12 12 12 t2 9 12 12 12 12 8 121101101-9] 6 y �C 57.0 12 12 12 12 B II 12 12 9 6 72 72 12 6 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 121101 7 12 6 S 7 4 ��iN3SOS ro 1/4" ELCO TEXTRON 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 T96 12 7 ? 8 5 t2 6 5 7 4 HEX- FLANGE TAPCON/ HEX HEAD MCEO 105.0 12 8 8 7 4 II 4 4 6 3 T1 4 4 6 3 12 4 4 6 3 12 10 i0 9 6 12 6 5 12 6 5 7 4 12 6 5 7 4 W/ t- / BED O4wN aazoPStmNa1 170.0 12 4 4 6 3 II 4 4 6 3 A 4 4 6 3 12 4 4 6 6 S 7 4 12 6 5 12 6 5 7 L 12 6 5 7 4 YJ• 45.0 12 .12 72 12 11 II 12 12 12 7 1122 12 12111 7 121 B I 8 1 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12' 8 t2 10 10 9 6 /LUe� •N os0 o y 57.0 12 12112 12 8 II 12 IZ 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12112112 7 12 12 12 10 7 12 6 5 7 4 1 V4 "0 ELCO CRETE FLEX S Ef18EDMENrN 73'0 12 12 12 10 6 II 6 B 7 4 1i 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 T 4 105.0 12 6 8 7 4 12 A. 4 6 3 12 4 4 , e 6 3 12 a 4 6 3 12 10. 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 01 a aso PS.L CONCRETE) 170.0 12 4 4 6 3 II 4 4 6 3 12 4 4 6 3 12 4 14 6, 3 12 6 S 7 4 72 6 5 7 4 12 6 S 7 4 12 6 5 7 4 0 r 0 c a`I 1 O: SEE PAGE 7 FOR ANCHOR NOTES PRODUCE REVISED as compbing with the Florida SaldingCodc Aemptu-ce Nu o Z ! : o q Ezpiration Bate 8 Division Dar` 10/17/2002 suU Orovn Or AS NDT[D MfR d. w i q ne. 03 -804 heet 6 of ANCHOR SCHEDULE FASTENER MA701 WM SPAC1NG C NOES) BEQUi6fD Rill VAGOUi DESGN IoaDS AND SPANS L) LOAD M• 314'EDGE DISTANCE p� (WE SPANS UP TO SPANS UP TO I SPANS UP TO SPANS UP TO N }}.. ANCHOR TYPE P.S.F. MAX. 5•_g (SEE NOTE 11 r_O.. (SENORS 1) 9._D.. (SEENCRE 1) 13._1.. (SEE NOTE 1) V_f (SEE NOTE CONNECTION TYPE (SEE NOTE 3) rDNNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SE NOTE 3) ( NOTE 3) (SEE NOTE 3) 7) C1' C2 C3 C4 CS C1 12 C3 1 C4jC5 C1iC2 C3 C4 CS Ct C2 C3jC4 C5 45.0 72 12 12 9 7 12 12 t2 6 5 12 12 12 5 4 12 9 9 3 3 ° "0 57.0 12 72 72 7 5 12 12 12 S 3 12 12 12 4 3 12 5 4 3 O O 7/4 WOOD LAG Wi 1 -3/4- MIN. THREAD 73.0 12 72 12 5 4 1 2 9 9 3 - 3 - 1Z 6 6 3 12 5 4 3 PENETRATION SHEAR PARALLEL 105.0 12 9 B 3 3 l2 5+ OR PERP. 3 12 5 4 3 12 5 4 3 70 WOOD GRAIN 170.0 12 S a 3 12 S i 4 3 12 S L 3 12 S L 3 SEE PAGE 7 FOR ANCHOR NOTES PRODUCE REVISED as compbing with the Florida SaldingCodc Aemptu-ce Nu o Z ! : o q Ezpiration Bate 8 Division Dar` 10/17/2002 suU Orovn Or AS NDT[D MfR d. w i q ne. 03 -804 heet 6 of n n 0 O 0 w 0 w U 3 ri O O KI) a o a J J lr L b H x mto co C O •O U O m m Q 0 0 a 0 m 0 0 C It T7 ANCHOR NOTES: 1. ' SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPApNG ONLY. ALLOYYABLE STORM SHUTTER SPANS FOR SPEpgGLOADS MUST BE UNITED TO THOSE SHOWN W TABU JIM 5. 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT OESICN LOAD GREATER THAN 0(� EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPLR ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION Or 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 MEMBERS OT VERIFY YWOOD. FASTENING RTO PLYWOOD SEACCEPTABLE DONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN i0 NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 $TUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR ROW FRAMING. WOOD 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.D.N. 9. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. BUILD-OUT O.C. FOR 2" D.C. MOUNT SECTION 8OR O ANCHOR SPACING SHALL NOT EXCEED 12. FOR BUILD -OUT MOUNT SECTION OANCHOR SPACING SHALL NOT EXCEED 6" O.C. 1 zN d W � W uj.- _Q WV U 1- O ao g� „� En L, ��� U 2 N W �tg sZ W W Z iR O Z4 �� E v V A Ummm ft n36! PRODUCT REVISED Ba MCOPWn8 � the Florida !; Code pA""taa 10/17/20 �T�� G a5 MOTCO C f Sy Mi mi act Contra! i%YL1(0n Ara.,Mq no. 03 -804 sheet 7 of BROWARD COUNTY BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH ROOFANGLE> 10° DESIGN LOADS - PSF EXPOSURE C -140 MPH MEAN ROOF ELEV FEET ZONE 4 & 5 ZONE 4 ZONE 5 + (POSITIVE) - (NEGATIVE) - (NEGATIVE) 15 42.7 46.3 57.2 20 45.4 49.2 60.8 25 47.6 51.6 63.7 30 49.4 53.6 66.2 35 51.1 55.4 68.4 40 52.5 57.0 70.3 45 53.8 58.4 72.1 50 55.0 59.7 73.7 55 56.2 60.9 75.2 60 57.2 62.0 76.6 USE ONLY EXPOSURE C FOR HIGH VELOCITY HURRICANE ZONE - BROWARD COUNTY PALM BEACH COUNTY BUILDINGS EQUAL OR -LESS THAN 60 FEET HIGH ROOF ANGLE > 10° DESIGN LOADS - PSF EXPOSURE B -145 MPH MEAN ROOF ELEV FEET ZONE 4 & 5 ZONE 4 ZONE 5 + (POSITIVE) - (NEGATIVE) - (NEGATIVE) 15 37.8 41.0 50.6 20 37.8 41.0 50.6 25 37.8 41.0 50.6 30 37.8 41.0 50.6 35 39.5 42.9 52.9 40 41.1 44.5 55.0 45 42.5 46.1 56.9 50 43.8 47.5 58.6 55 45.0 48.8 602 60 46.1 50.0 61.7 MUM -DADE COUNTY BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH ROOFANGLE> 10° DESIGN LOADS - PSF EXPOSURE C -146 MPH MEAN ROOF ELEV FEET ZONE 4 & 5 ZONE 4 ZONE 5 + - (NEGATIVE) - (NEGATIVE) 15 46-5,---"' 50.4 62 2 20 48.7 53.5 66.1 25 51.7 56.1 69.3 30 53.8 58.3 72.0 35 55.5 602 74.4 40 57.1 62.0 76.5 45 58.6 63.5 78.4 50 1 59.9 64.9 1 80.2 55 61.1 66.3 81.8 60 62.2 67.5 83.3 USE ONLY EXPOSURE C FOR HIGH VELOCITY - HURRICANE ZONE - MIAMI -DADE COUNTY PALM BEACH COUNTY BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH ROOF ANGI E > 10° DESIGN LOADS - PSF EXPOSURE C -145 MPH MEAN ROOF ELEV FEET ZONE 4 & 5 ZONE 4 ZONE 5 + (POSrrIVE) - (NEGATIVE) - (NEGATIVE) 15 45.8 49.7 61.4 20 48.7 52.8 651 25 51.0 55.4 683 30 53.0 57.5 71.0 35 54.8 59.4 73.3 40 563 61.1 75.4 45 57.8 62.6 77.3 50 59.0 64.1 79.1 55 60.2. 65.4 80.7 60 61.4 66.6 82.2 NOTES: 1. EXPOSURE B & C, IMPORTANCE FACTOR IA TRIBUTARY AREA USED 10-SQ. FEET. - EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE FAMILY DWELLING OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SrM MEETS THE DEFINITION OF ANOTHER TYPE EXPOSURE. - EXPOSURE C: MEANS, EXCEPT IN THE HIGH VELOCITY HURRICANE ZONE, THAT AREA WHICH LIES WITHIN 15M FEET OF THE COASTAL CONSTRUCTION CONTROL LINE, OR w1THIN 1500 FEET OF THE MEAN HIGH TIDE LINE, WHICHEVER IS LESS. ON BARRIER ISLANDS, EXPOSURE CATEGORY C SHALL BE APPLICABLE IN THE COASTAL BUILDING ZONE SET FORTH IN s.16US(5) FLORIDA STATUTES. 2. BLDGS. 60 FT HIGH OR LESS, a=io % OF MINIMUM WIDTH OR .4H, WHICHEVER IS SMALLER E BUT NOT LESS THAN EITHER 4 % OF MINIMUM WIDTH OR 3 Fr. 3. LOADS, POSITIVE AND NEGATIVE, ARE TAKEN AT MEAN ROOF H LIGHT AND APPLY TO ALL FLOORS. 4. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. 5- LOADS BETWEEN TABLES AT VARIOUS MPH, MAY BE INTERPOLATED. 6. ENGINEER OF RECORD SHALL CLRCL-E THE APPROPRIATE DESIGN LOAD FOR EACH PERMIT. . TIE MEAN ROOF HEIGHT WAS PROVIDED BY SEG OR RAW PERSONNEL PER SITE INSPECTION. a MIAMI -DARE, BROWARD, PALM BEACH COUNTIES BUILDING HEIGHT 60' OR LESS . z z° o ✓� A imoevee I 0 o 2 I�00,� -Z 00 m O� 22 M d aq vn U IL U ®> E" U C7 € ® OA � A 01830¢ aiii0 0 U D.L. Fowler Professional Engineer Florida License No. PE9Q50458 sL A j O V49 O I M °z a r ° , m N r I N r 4 N .O .sus •.W a `Di C/eof m° Gl/p 2.25° m0 PURL IN 6063 -r6 •25" 255' I�jl a 1p N E .- •750° CLIP a .975° .878' 09?' B /2.00° EAM 6063 -r6 ROOF PANEL EX TRUED BOX HEADER N 0 n 4+ m .990° HINGE HEADER Beam may end here Panes/ ex/ensloo 94' PLAN PA r/0 Go/umn ?xPxlle' p o /um. 0 ELEVATION (PAT /O) • a eoo0�� ° Lire Load •$ /O 5.eaM.5 • /r/aximum -- co, bm II 30psf to i�S�O 202 S Wind Load /3psf rest Load a ytR'k� Pur /m A A o o s j Q GAp_ 41 W Gu//cr C C O L Pur /in A A N Q\ Beam D D o 0 4 Ny U V a° a„ Beam Paw- t. 0� V C� u. #/O S..W. S. bolls, OQ 4. 0 &1e -e PLAN PA r/0 Go/umn ?xPxlle' p o /um. 0 ELEVATION (PAT /O) • a OOf Lire Load 30psf II 30psf p0o � O o a „II 202 /x2 Wind Load /3psf rest Load /SBpsf .3�,II Pur /in A A I I °y a° a„ Beam Pon i t N � II II US'I ✓sites G � I/2'l t'L AN (SCREEN ROOM) ELEVATION (SCREEN ROOM) E Beam 4- /O# S•M• A -OW Onve G /,p aa. side C/eaf Ghp Pan n ° SECTION A -A SEC T /ON B -B Bem an here Pans/ a/and 24 " maximum _ a ° N•040" N •040° p /X2 202 � 4 Pot V.01 ni 0 N .058° /x 2 2.0° , CORNER COL. 302 6063-re SCREEN MEMBERS Ole S.M. S Put /in Zx2x % ° °L ea• side 'xPx % °Go% � o 2 #/O 5MS� Glip Focio Gorner 60% OOf Lire Load 30psf �/D SMS G -4• 30psf 0 :O � 60psf 202 /x2 ELEVATION (SCREEN ROOM) E Beam 4- /O# S•M• A -OW Onve G /,p aa. side C/eaf Ghp Pan n ° SECTION A -A SEC T /ON B -B Bem an here Pans/ a/and 24 " maximum _ a ° N•040" N •040° p /X2 202 � 4 Pot V.01 ni 0 N .058° /x 2 2.0° , CORNER COL. 302 6063-re SCREEN MEMBERS Ole S.M. S Put /in Zx2x % ° °L ea• side 'xPx % °Go% � o 2 #/O 5MS� Glip Focio OOf Lire Load 30psf �/D SMS G -4• Pan✓ —/ °l4'x 2 x /a-. A,. /uba P ° x? r %'L n /P -ov blocking 0.05, to co/. of Z -01,9 b0 //s fo. pur/ia 307 SECTION E -E L em side bo //s to co/. chp__� id,.beam ' °- 4- #1 o O bolts to beam 010S. "s.Q Sx7 x ys' L eo• /a.0 -c side w/ e- y41 bolts /o c&4 802 , Beam I/o .z/.zs G/p Facia .024'O� G/ao! Pan y4' ba /JS sM. S. � /e'c -c 6 4'c -c SECTION D -D foe), Anchors v Beom -Z, o TYPICAL BEAM CONN. (r0 MASONRY) TYPICAL PANEL CONN. (r0 MASONRY) Pan r� Beomy 2x2x %B'L eo• ` o side K'/ 2 - y4' #t /O SMS Anchor bolts to ea/. 96p)f8'6 -c -40Px'/d� ?x0x %9 °L 8/ ;'v.o: pv....:•. S.M•S•N.6 P -, * °. bo //s fob •p� :'•, • . ••D• . % ��e x3 °x /4' do rivets v m GuJfer w w /a/a sn�s do Cv /a° c -e 8 P co /. 3 8 E beam got Go% SECTION C -C ALT. SECTION C -C #/O SMS a 0P4' Or elea/ /P • c -c Pon Exhuderl Gufler DESIGN CRITERIA OOf Lire Load 30psf Wind 1. 0 odrup /d!1 30psf rest Load 60psf Screen Walls: Wind Load /3psf rest Load /SBpsf NO TES: t 5cree17 aro //s shall be covered milli sateen malarial berny boy. o' j. T/ta odds /ion bjso /id, "V maJerlo/ on wb //s shall Per/nitfad t /1 shall be determined fhof fha ex/sliny sirite are con solely supporl the loaded canopy. A All rivets / screws sha // be stainless sleet or sodium p /sled 5100/. Bo //s may be alamtnum. 4 A1,w mtnum sheels not des/ naiad o /herwise shall be a / /ay 90x9 -Nth. Alum" m Zlros/ons No/ desi9nofed otherwise sha/ be alloy 10,0169 -T8, 5. 5trucfure/ saka" are not allowed unless des/pad by Me Ong/n- 6, The m/n. odnda /ion shall be o 4'ewnc. slab rein /oicedfwrfh a r6 - /alto mesh y torn down B'x e' /fy. with 0 5' bar conlinous. Soil sha ll have p min. beorin9 eapou /y o/ boo p.5 C:onarefe $hot/ hove J. ?Soo p. s. /. W to days, b ?A J u deebolf a oe e'✓oid Eye ' �fa� ifAnchor x 4 /O?. P-1 PATIO B SCREEN ROOM DETAILS I IflSaf/� ALUMINUM PRODUCTS INC. HIALEAH. FLORIDA STAN WEEKS & ASSOCIATES, INC. Engineers 3061 NMN67thST. Miami. 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I � ,6 ' A_�� L , 6 I '� 6 �111 I � , � , , I _', - - __ - I , - - I � I - � _ ,. � , .- - ---L --- :-=�: -LL-L-1-��' ' �'-LL I . _LL� _ _ _ _ 6- --- __ __ I -1 - 6 ;�O� �_____ � , = � Otis, r�� Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PLEASE PRINT DATE: `1 ` ®� TIME: NAME OF PERSON REQUESTING FILE: kyrkkcjp�' PHONE #: k�) j G UR ADDRESS: �-J- J�C- ID`S �A. ADDRESS OF FILE REQUESTED: W-�, INFORMATION REQUESTED: I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Acknowledged by: _ (IC FILE RETURNED TO: INITIAL 4��1ob P��19 CA%ES MI VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datej�- � Time Type Insp'n Permit No. Name Address _17 ZZ - A% /0 3 cY Company AiA/vr lz I Phone # For Inspector: Name & D to Approved Correction ❑ Re- Insp'n Fee ❑ N MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT 1 3 Permit No.._ ?�y P_ Date..._.. 1 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of, Miami Shores Village shall be complied with, whether bavin spedfied or not. A copy of approved plans and specifications must be kept at building during progress of wbrk. _ h `� Owner's Name and Address_-._.. MyRA ._._-_.. No� � Street_ 10 � .r. .. State work to be performe8 and purpose of building (By Fla=) New Building _ ---- .---- Addition_____ _.. Repairs.___....__...._. No. of Stories.................. Size Septic Tank Type of Ta�� _..._._..___�� ___..____Capacity Ca11L_•- - -_..� - -•_- . Fed of Drain Tits ------ _ mist- Feet of Tank or Drain Field from Well. -_ Nature of Water Supply: of Soakage Pit_ - - -_.. J. Leverock - ........... Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled Cenral Laws of Florida Permanent Supplement, and hux com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wor' to be performed under this permit; and will pod or cause to be posted for inspection on the site of the c public notice at notices as 'am required by the Act. The undersigned agrees to employ only such sub - contracto% on �tooi ned thb permit. as are licensed by Miami Shores Villages _ r�� / STATE OF FLORIDA, 1 ss, COUNTY OF DADE. Phunber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a-6- dedgments, personally appeared Of the above described who, being an that he duly bass carefullyu�sead the�regoiog papplicadon, and that be did sign the taws, and that all fats tberdn by him stated are true. My Commission Ezpins Nobuy Pubho. State of Florida NOTE: A re- inspection fee of 41-00 will be reader Whs Nadi M40MPIWM it =@&'aaossaary by iwpsoper nodes for lsspaelion. Of falft materials and /err wadmvamship. CLOSCTa BATH Tuns 811OWEIU LAVA- TORIES SINKS SLOP SINK[ LAUNDRY Tuna LJRINAU CATCH SAGIN FLOOR DRAIN DRINKING FOYNT'NG TOTAL FIATYRCS CONTR. War CHECK 6PRKLR. SYSTEM Swim,* POOL SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL CoNTR. LIST CHECK r- Size Septic Tank Type of Ta�� _..._._..___�� ___..____Capacity Ca11L_•- - -_..� - -•_- . Fed of Drain Tits ------ _ mist- Feet of Tank or Drain Field from Well. -_ Nature of Water Supply: of Soakage Pit_ - - -_.. J. Leverock - ........... Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled Cenral Laws of Florida Permanent Supplement, and hux com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wor' to be performed under this permit; and will pod or cause to be posted for inspection on the site of the c public notice at notices as 'am required by the Act. The undersigned agrees to employ only such sub - contracto% on �tooi ned thb permit. as are licensed by Miami Shores Villages _ r�� / STATE OF FLORIDA, 1 ss, COUNTY OF DADE. Phunber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a-6- dedgments, personally appeared Of the above described who, being an that he duly bass carefullyu�sead the�regoiog papplicadon, and that be did sign the taws, and that all fats tberdn by him stated are true. My Commission Ezpins Nobuy Pubho. State of Florida NOTE: A re- inspection fee of 41-00 will be reader Whs Nadi M40MPIWM it =@&'aaossaary by iwpsoper nodes for lsspaelion. Of falft materials and /err wadmvamship. STATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Management DS NSP•3E 9 -74 V CONTINUATION SHEET Physical Description Site No. Site Name 372 NE 103 St-_ Miami SborZ , F1 _ . Structure is a two -story Masonry Vernacular residence. Entrance has projecting entablature. Wrought iron balconette above entrance. Windows have brick surrounds and wood shutters. Breakfast room has flat pilasters; wing has sun deck roof. Entrance is set with wrought iron screen door. Significant landscaping includes large ficus trees in front. MSHPB USE ONLY add garage and maid's room, 129 screen porch, '70. sandblasted,.149 new windows, '75; reroof, 181 orig. owner: New Miami Shores Corp. 0 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the s�pproval of the detailed statement or the plans and specifications herewith submitted for the build • ing or other structure. herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._. ».»..April 123, 1982 _ 19....._ Owner's Name and Address.... JO s eph „Murawka_ _ „ ».....� No. » 3�.2 »..»». Street �E .10..�..»» ........... » ,. ................... Registered Architect and /or Engineer .... . ................. » ................. » .............................. !.......... ............... !............... Name and address of licensed eontr,Actor ...... 992!? t,,,SMjjLh...Qo.T Fla Location and legal description of lot to be built on: Lot........... » ............................... Block .................... ........... Subdivision..............„ »._ ».»...... ......» »..» »»»»... .......» . ».. »,.... _.. Street and Number where work is to be done. »»3J.7c2...N _193Ta_�„ StT88ta „,_�„�, a _,Sh0, 88. Fla.„�,„ » »,� ......w,. ..er._ State work to be done and purpose of building (by floors). :Ins tall 4 —ton Central ati t3,Qnd&t&op q& end - heating system. ..... .................»....»..»..»..__.».........»........................... �»,» �....... ......._....................... _......._ » �.. ..................... ! _... , ........... .. _......._......._.......»_. ». ». »_._..»».........and for no other purpose. New Buil ding ............................. Remodeling ......................... Addition................ ...... Repairs................. . No. of Stories...... To be constructed of ......................... Kind of foundation ...... ......................................... ............. Roof vexing.................. , .............. Estimatcr3 Total cost of improvements $ �f,570.: 0©..........._.. ».......Amount of Permit $ .,. »�� �!��.... ... „ ...... „...... ». ,....... . ,_ Zone cubage required ......... ................... •- .......... _. ..... ». „ » »__.._Platt Cubage ................... __» ... ... ... _ ... _ .................... .-.._,- ....................... » Distance to next newest building................ ............._._. »._....Size of Building Lot ........ »-.. ...... »»-» ... _..» ...... _ ...... ...... I ......... ..._.._...._ Maximum live load to be borne by each floor ..................... ......„ ...................................................... -»_ ..... »-» ...... ........................... I .................. .... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its copstryotion may besent to. ..... ... ................................ ................................................................................................ ............................... ........ The undersigned applicant for this.huilding permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup lVillent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractor; employed by him in the work to be performed under this permit; and will post or cause to be posted for i pection on the to of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such su , ntractors. on k to be performed under this permit, as are licensed by Miami Shores Village. Remarks.................. _ ............... _. »._ , ......_.. , ..» ....._. _. (Signed)--.._.._. —,... STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- eared SOOtt J. ..... AgPb ............. _..._..._._ ._.„ _._-.- ...... _ . _ ....... _ ..... — ............................. ___ .... .................. _.._.._._.. to me wail known, . and who, being by me ;first duly sworn, upon oath deposes and says that he is the . ...... me.oh_cal.. master of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and:.that all facts therein by harm stated are true. Permit No.. .�._....... pate._ ..1. ». »._ R ad Sworn to and Sub �1�1/ore Disapproved ... :. _...... Date..__ ..�. — - „ :?� e.�.. .: .- y�, Not Public State of Florida (Si oed) ........._ E.... '1e.OlP........ .. _ .............. Notary _ Z ” ' - tdc*tary $'t K-0, stata of I -o i;dit Z t i..s,;:: Building Inspector My Commission Expires!. roir.e�xx'gttlrat3..»c.:aE•rTc' 3 PLANNING BOARD ...................... ......................._... »DATE Bonded thru Maynad Gortd§ng Agency Chainnan ..: _ .. ....... Member........ ...................... .... _...................... Member . ............................... _ ............ ..... _ ..... ..- , ...... »... _...__ _ Member _ ..... . .... .» .».....» .... »....._ ».. »_......._....... ».-._.. I ........ ._.._ Member.. .. ................ . ....... _ .......... _._.. Member ..._ ............._- .........._ . _._ ...__ . »... » ._ _....�. Council Approved ......... . .................................. -- •- »--- ---..__..._. -_Date Disapproved .. ... ... » ... ._ ..... .... ............................... ..... ... ............ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hem obtained from the 111annir,T, Board. A re- impection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectinn or faulty materials and /or workmanship. April 12,1982 Dear Sirs: Mr. and Mrs. Joseph Murawka have my permission to place the outdoor unit of their air conditioning system on the side opposite my property. Sincerely yours, j) Florence Shaffer 360 N. E. 183rd Street 751 -7459 it V.h 130. CITY'!OF MIAMI F.ORmA. �i OFFICE OF BUILDING INSPECTOR ii APPLICATION FOR BUILDING PERMIT (A�copy of this Application, together with one copy of plans and specifications, must be kept at building during progress of the work A plication is hereby made for the approval of the detailed statement of the plans and specifications herewith s nutted for the building or other structure herein described. This application is made in compliance and con - fo 'ty with the Building Ordinance of the City of Miami Florida which said Ordinance was approved July 7th, 1919. All provisions of the Laws of the State of', Flo riaa all ordinances of the City of Miami, and all rules an' regulations of the Building Department of the City of Ddiami, shall be complied with, whether herein speci- B or not. Date PP-CE ", "i1 5' 1 , t 192 O l*ner's Name and Address NEW Ivdr-lid Shores Corp street Bigun -,y-ne Blvd. No 1.17 CUT and address of contractor or builder" _'J . Bell GU ro t on and legal description of lot to be built on: �1 bdr -umi Shores Bloch- � ( Subdivision and Number where work is to be done 779V_ ld0'gr-'1-, h -T -. e t 1 Q j v c? Street se of building (by floors) Gem �'P �d lbIaid e e_ Q S.r G'ru. And for no other purpose. w Building YP_ Z Addition Repair modeling Number of Stories One timated cost of Improvements (not including furnishings) $ ;m pe of Construction 1ioncrPte Block Stucco of covering T 21 e Foundation Concrete Footing Concrete tuber of persons to be accommodated (maximum) per floor ;e of building lot 50 X 125 istance from next nearest adjoining building (from all sides except street) 15 Feet ating system, if any (kind) (yes or no) Plumbing (yes or no) YeG Flee. (yes or no) 'fie t ;vators: passenger freight manufacturer ximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the build- ; and its construction may be sent to C well (Signed) ATE OF FLORIDA, SS. ,LINTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ac- owledgments, personally appeared to! me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of',!the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, sworn to and subscribed before me, Notary Public. Commission Expires s space represents the lot; make outline of ground a showing distance of building from all lot lines. (Signed) " *� ' r .r t THIS IS TO BE FILLED IN BY BUILDING INSPECTOR No, - issued upon above Application 192 catinn )verl - , 192_' (Signed) Building Inspector. rorm?46 APPLICATION No. DATE !� 19:2 k— Electrical Department of the City of Mi mi Desiring your Certificat6 of Approval, application is hereby made for an inspection of the electric installation in the premises stated be- low, for which undersigned agrees to correct any infractions of the National Electrical Code and the City Rules pointed out by Inspector. LO CATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED OR APPLICA- TION WILL BE RETURNED Lot XT 11 loe Nu r `s+� %L C,.4 41 LA,, - Street and umber C Side Owner '° "%r f L' Occupant Occupied as Building —New or Old (underline which). Work — Additional or New (underline which). SPECIFICATIONS H. P. of each motor Number of Motors H. P. Volts _Amps. phase Outlets I Motors I Receptacles I Generators I stoves 1�vater Heaterrj Signs I Billboards I Other Apparatus Greatest Number of Lights on One Branch (Nature of Work) Open — Concealed Knob— Mldg.— Conduit Be Fi Se, Tl: Fc Ot FLOOR NUMBER OF SIZES OF INSULATION OPEN OR CONCEALED Nnmber of Circuits Outlets Motor Gen. Main Sub Branch Bement— 'st t !ond —� -0 ird -- - -— — — arth — — ier Floors —— — — —_ __— _— - - - -- f EMARKS :- Work will be (Applicant sign here Received by CERTIFICATES Progress Will inspect again Rough Wiring/ FINAL Correcte Temporary. Approved Date Issue SPACE ,--- I / Z' _Will be finished_�� Address INSPECTORS USE ONLY a /) . Street Correct Location Correct Equip. DEFECTIVE Electric Light Co. Time Fee remitted — Allowed 3emarks nays 14.2 Inspector STATE OF FLORIDA ,. DEPARTMENT OF STATE Division of Archives, History and Records Management DS•HSP•3AAA Rev. 3.79 FLORIDA MASTER SITE FILE Site Inventory Form FDAHRM 802= _ 1009 = Site No. Site Name 830= = Survey Date 8506 820= = Address of Site: 372 NE 103 St, Miami Shores, FL 33138 905= = Instruction for locating on S side of NE 103 St b_t-wPPn NF. 3 A -,7Pn>ie and NE 4 Avenue 813= = Location: Miami Shores Sec 1 Amd 37 868= = subdivision name block no, lot no. County: Dade 808= = Owner of Site: Name: Murawka, Joseph A Address: 372 NE 103 St, Miami Shores, F1 X3138 902= — Type of Ownership private - 848= _. Recording Date 832= _ •Recorder. Name & Title. Rodriguez, Vivian # Stofik, Marty Address: MSHPB 818= _ Condition of Site: Integrity of Site: Original Use -private res. 838= _ Check One ❑ Excellent 863= = ® Good 863= = ❑ Fair 863= = ❑ Deteriorated 863 = Check One or More Altered 858= ❑ unaltered 858= _ R1 original Site 858 == ❑ Restored ( ) (Date: N )858= _ Present Use Private res . 850= _ Dates: Beginning +1929 844= _ Culture /Phase American 840 Period 20th Century 845= _ ❑ Moved( ) (Date: )( )858= NR Classification Category: Building 916= _ Threats to Site: Check One or More ❑ Zoning ( )( N )878 == ❑ Development( N )( )878= = ❑ Deterioration( X H_ )878= = ❑ Borrowing( )( H )878= = ❑ Transportation( K N )878= _ ❑ Fill ( )( )( ) 878 = _ ❑ Dredge( K )( )878== ❑ Other (see Remarks Below): 878 == Areas of Significance: A_rchttec Tr 910= _ Significance: Structure is a good example of Masonry Vernacular architecture with classical details. It was built during the second phase of development of Miami Shores.by the New Miami Shores Company. Noteworthy features include projecting entablature over entrance door and brick window surrounds. The structure is in scale. and character with the surrounding neighborhood. 911 = = ARCHITECT _ — -- - -- .... - - - - -- - - -- - - - - - -- —_ - -- BUILDER _ Bell, C. Tnl. _ _ STYLE AND /OR PERIOD __Masonry Vernacular J J PLAN TYPE _rectangular; rectangular 872 = _ 874= _ 964-- 966= _ EXTERIOR FABRIC(S) stucco: smooth — STRUCTURAL SYSTEM(S) masonry: concrete block PORCHES 2 -story deck 854 = _ _ 53S 942 = = FOUNDATION: concrete block 942= ROOF TYPE: h �p _ 942 = _ SECONDARY ROOF STRUCTURE(S): flat 942= _ _ CHIMNEY LOCATION: E: exterior ridge 942= _ WINDOW TYPE: metal 942 = _ _awning, _ CHIMNEY: _ concrete block, stuccoed _� 882= _ ROOFSURFACING: tile: flat . 882 = _ ORNAMENT EXTERIOR: wood # brick # stucco # wrought iron 882= _ NO. OF CHIMNEYS 1 952= = NO. OF STORIES 2 950= _ NO.OF DORMERS none 954= _ Map Reference (incl. scale & date) Miami Shores li.l 1 age plat 1980 809 = - _ Latitude and Longitude: o 0 800= – Site Size (Approx. Acreage of Property): LT 1 _ 833 = _ LOCATION SKETCH OR MAP N 37� kC163 S -T. !9 46- 5 -T:... :n A0. 9 7" T z y 7 ST. o! / //0 8 7 6S11 3zl Township Range Section 53S R42E S6 812= _ UTM Coordinates: 890 = _ one - -EaTng : - -RorMi Photographic Records Numbers _85N118MS25 8SN116MS35A — Contact Print r-T-Tilm MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State oaf Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans RUG specifications must be kept at building during paqsxm of I i Owners Name and Address ................. M . ................... _4 Registered Architect and/or Engineer...... ................. Name and ............. - of licensed controctot ...... 41- _ZPA AIMS Location and legal description of lot to be built on: Lot. ...... . . ............................... Block ..................... . ...... . ... Street and Number where work is to be State w9rk to be done and purpose of building (by floors)_ 11-i .............. 71- C-63 _-and for no other purpose. . .......... . ... _..... . .. ............................... . .. New Building .............................. Remodeling......_ Addition .......................... Repairi ......................... No. of To be constructed of............ ............ . ... Kind of foundation . .. . . . .................................................... . . Roof ., offering.... ............................... Estimated Total cost of improvements .. . ... . . . ........ Amount of Permit & .... 0. ....... . . . ............... Zonecubage required .................. . .......... Cubage ................... . ................... Distance to next nearest building ................ ........................_..... - -_-_---.Size of Building Lot ........ . . ..... . . . . .... . . ...... ................... . .. . . . . . Maximum live load to be borne by each floor ...... ......... . ...... . .. . ................................ . ... . ............. ------..._...........--- ......---- ....-- •- •---- -..... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to .............. ..................................................................................... ................................................................................... . .... ........ . ..........- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Stipplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ------ ...._. - - - - -. (Signed) 'e STATE OF FLORIDA, 41/ COUNTY OF DADE. � ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared- - - - - ------ - - - -------- - - ----------- - ------ - ---------- - - --- - - -- - ---_----------_----------- - ---- - . ............. --to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the . ........................... ................................ ...................... ... of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. pp Permit Read, Sworn to and Subscribed before me. DisapprovedD ..._.-- • ....................................... . . Notary Public, State of Florida ...•........... .............. (Signed) il g nspector My Commission Expires.._—_.--__ Chairman ................. Mernber ... . . ...... ...... PLANNING BOARD_..._- _------ - - - - - -- _-- _------- .... -- _._DATE Member- - -- - — --------- - ---- - - --- Member — - ------- - — ------- Member .. ... .. ............. Member -- _sass-- . - - - -- CouncilApproved......_._ . ............ _.................. . ___Date Disapproved ------------ . . ... . ........................................................ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Plannin.- Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications- herewith submitted for the build- ing or other structure herein d This in compliance and conformity Of Miami Shores is applicaticm is made _ with Budding Ordinance Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work, 192 e Owo�Ys Name and Address- _ -__ -- . ;:7�__ - 11MeAA!4'C1__ — ----- - - --- Street-Z-423 - - ------ - -------------- Regiftered Architect and/or Engineer - -_ --- ...... - - - -- - - ----- - ------ ----------- --------- a Name and address of licensed contractor_.;4�g 1�210�r_J_16211_q_ln. r�t Location and legal description of lot to be built on: " 9 �/7- _- - 2, Lot- Block__S?_7 ---- - -- - --- - ------ Subdivision.2-Te.4-.4-2 -I < - - ----- V-4- Street and Number where work is to be done---:? za3 -5-1 State work to be done and purpose of building (by 'eAL411.4.1- A _6. ..... . .. . .. - - - - - - ------------------ 1 7-- .. .... _.-and for no other purpose. New Building-- 'Re modeling------- - -. - -- -- - -- Addition ;. - - ----- - ----- Repairs- ----- No. of Stories - - - -- ------------------ To be constructed of _6944-f- Kind of Roof Covering__-_--- - - - -- ---------------------- 15c- tsc-cr A) Estimated Total cost of improvements $ --Amount of Permit $_ -___ — — ---------- - — -------- - --- ------------- - - Zone cubage required----_-_-. Plan Cubage- - - - ------ - - --- -- _.- - -------------- ; ---------- Distance to next nearest building--.---. - ------ .—Size of Building Lot____ .......:.........____------ Maximum live load to be borne by each floor- ..... . ... --- - - -_ -- I hereby submit all the plans and specifications for said building. All notices with reference "to the building and its construction may be sent AMw,,v Aka,,?uC7- A/ ? ........ The undersigned I applicant for this building permit dots ee'reby certify that he understands and accepts his obligations as an employer of labor dertelorira Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for spection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntractors on W to W performed under this permit, as are licensed by Miami shores village. 1A V I Remarks- (Signed)-! - t__ W __ Mt . STATE OF FLORIDA, COUNTY OF DADE. I ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. ------- ------- - ---------- ---------_----------- --- -- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 2- ?C) Permit No. 1 3' 4V----,--Pate--- _2 ___ - ___ Read, Sworn to and Subscribed before me. Disapproved - Building -- — ---- — --- Notary Public, State of Florida. My Commission Expires__ . -- - - - ------ -- ---- - --------- --------- PLANNI$CvfB0ARD_ Chatiman - - - ------------------- - -- Member - -- - ------- ---- --- ---- aw - Member-- — - - -------------- - ----- Member------------------- --------- -- -- - - - ---- - --------------- -- - w Member-- -------- --- ---- ---- -- Member - - ---------- ---------7-----------7--- - ----- -- ----------------- Council Approved—___ _-Date Disapproved 0... 1 -------- ---- ----- --Date NOTE: A charge of $1.00 will be made for malting corrections or changes&tbis application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made n_ ecessary by improper notice for inspection or faulty materials and/or workmanship. ing or otr Shores ov l regulation plans and Owner's N Registered Name and Location ai Street and State wort+ New Buil To be cor Estimated Zone cub, Distance Maximum I her, be sent b The i of labor u and has c in the wo or notices pest, as MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT' APPLICATION FOR BUILDING PERMIT lion is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami ge, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and A the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved )ecifications must be kept at building during progress of the work. �uQQ Date 3 � ,19 Z! me and Addresses l�-'= � - No. d Street 14 address of licensed contractor_? 1�1 4 �Z 1.15, d legal description of lot to be built on: — Block Subdivision Vumber where work is to be done _ to be done and purposSAf building (by floors) i and for no other purpose. Lug Remodeling — Addition Repairs No. of Stories tructed of Kind of foundati on Roof Covering Cotal cost of improvements $ Amount of Permit $� ,e required plan Cub age i next nearest building Size of Building Lot- - ive load to be borne by each floor )y submit all the plans and specifications for said building. All notices with reference to the building and its construction may lersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer ler the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, Lplied with the rovisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him to be performer under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice are required by the Act. The undersigned agrees to employ only such b�} co'� ors o work to bG. perfoW 'under this -e licensed by Miami Shores Village.' STATE Or FLORIDA, ss COUNTY OF DADE. I . peared - and who, of the abc therein by Permit N( Disapprov ( Signed ) Chairman Member _ Member _ Council 1 NOT the Planni A re- materials me, the undersigned authority, a Notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, by me first duly sworn, upon oath deposes and 'says that he is the escribed construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts stated are true. Yr !7 bate ! Z �' � _ Read, Sworn to and Subscribed before me. _s Dato Notary Public, State of Florida 0/ Building Inspects My Commission Expires PLANNING BOARD _DATE Member — Member - -- Member )proved— Date Disapproved — —Date A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from Board. erection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty Ld /or workmanship, e MIAMI SHORES VILIA E PLUMBING INSPECTION DEPARTMENY APPLICATION FOR PLUMBING 1'1; 41;,v UT Permit No.__ 34 a Application is hereby made I for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or nnt. A copy of approved plans and specifications must be kept at building during progress of work. —_ - -_ _ _ .Street_ '� - ..� Owrners Name and Address. ' D i°'� 6 0 42 ° l�io._z 7 -z- % ®� •� Registered Architect and /or Engineer Employing Plumbers Name: c k e. -P l�C , ..�. ,L 61,J No. - -- Location and Legal Description Lam+ 191ock , Subdivision— Street and Number where work is to be perform No`, Z Al. 1E . ® °`�_ �._.._ . State work to be performeS and purpose of building (By Floors) 17 a 6 e» .� _ n -------- New Building- ;.g - Addition .._._.._- Repairs_- .- .----- ----- _.._. No. of Stories. -_ ...... _ ........ _ -- Size Septic Tank_ -_ _ _ Type of Tank __ ------Capacity Gals.__- ___--___-___---_.. Feet of Drain Tile __ Dist. Feet of Tank or Drain Field from Well__ Nature of Water Supply: Qty —W& _ _ -Size of Soakage Pit- Amount of Permit $ _._.. Z 4LP ( Signed The undersigned applicant for this building permit doer hereby certify that he understands and accepts his obli ations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Acct. The undersigned agrees to employ only such sub - contractors, on work be performed under this permit, as are licensed by Miami Shores Village. (Situ) Mister Plumber. STATE OF FLORIDA, (, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to mho well Imoa ,a and who, being by me first duly sworn, upon'oathdep Deer and.says that he is the_ _ .._.___.____.. _....._. _ . --- _............ - construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when arch re-inspeotton is made necessary by improper notice for inspection, or faulty materials and /or workmanship. BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBE SHOWERS TORICO SINKS SINKS TUBE URINALS !}ABIN DRAIN FOUNT'NS FIXTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN .SOAKAGE GREASE' SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP NEATER WELL SYSTEM POOL CONTR. T� LIST CHECK Size Septic Tank_ -_ _ _ Type of Tank __ ------Capacity Gals.__- ___--___-___---_.. Feet of Drain Tile __ Dist. Feet of Tank or Drain Field from Well__ Nature of Water Supply: Qty —W& _ _ -Size of Soakage Pit- Amount of Permit $ _._.. Z 4LP ( Signed The undersigned applicant for this building permit doer hereby certify that he understands and accepts his obli ations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Acct. The undersigned agrees to employ only such sub - contractors, on work be performed under this permit, as are licensed by Miami Shores Village. (Situ) Mister Plumber. STATE OF FLORIDA, (, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to mho well Imoa ,a and who, being by me first duly sworn, upon'oathdep Deer and.says that he is the_ _ .._.___.____.. _....._. _ . --- _............ - construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when arch re-inspeotton is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during piggress of the work. Owners Name and Address..��._...r ;'fit /:/� f�r- �» ..................._...».._ No...�..� �..»» S �...» �cl Registered Architect and /or Engineer ..................... Name and address of licensed controctor. Rt, lb_ Location and legal description of lot to be built on: Lot_ .......... ....................._......... Block .» .................. ... -......... Subdivision—_......_.— Street and Number where work is to be done- 3.9: _.» :....l 3. State work to be done and purpose of building (by floors).... —V 2._s::LT_ 4�u //-4 A, Ce -eaYr e.�f T, ut s E.-�-s �.. ��Fil24l c�.LiG?,d;.f ��w....�...... _ .... .. ---- ................. .... .... .. ... .._..._ ............................ .._.._ »._....... ......... . .. »..... ». � ....and for no other purpose. New Building ............ ................ . Remodeling .... ............ ...... _ Addition .......................... Repairs.!�d5.4 :d ::L1l .. No. of Stories...Z.. E:: 1 1: MIAMI H�ORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT G Permit No...... ......... �. ..-.... ....» .......................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, FII,:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulation' of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifietfons must be kept at building during progress of work. Owners Name and Address ., ....�` lold' { ........... No ........................................... Street...1...? ......................... �.� . ..r RegisteredArchitect and /or Engineer ................................................................................................. 1................................................ ............................... Employing ElectriciaA's Name... 4Q.s ..... . . " s� R � Street.. Location and Legal Description Lot ....... ............................................................ Block.......... ......................_........ Subdivision................. ............................... , , �, Street and Number where work is to be performed—No . ..�>...'........�....L:........ . � .............................. Street..................................... ............................... State work to be performed and purpose of building (By .. .. . Fl oors) ........................................................... ............................... . ........... ............................... New Budding ....Remodelin ...Addition......LZ. g ........................... g............................. ............. Repairs. ..................................... No. of Stories.................... Service Overhead Underground ............. Site Feeders ....................Conduit — Main Sw............... Type of Installation — Conduit ..... .................. Tubing ..... ... .............. B.X.L............... ................... .... ...... ..................... .......... i�z »...........: �.......: �._..........� ...... ........... . . Am t f P t $ 4 (Si ... » ....................Amps ... ............................... ................................. ,Wm IS"�.f� ours O ermi ......................... . ...... ............. ................. k ..,................ I ................ .................. . ._....... ............. - ° - Eleetrfcal Inspector. The undersigned applicant for this building permit does hereby certify that understands and to his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compile ws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub•contracto s, on work to be performed Oder this permit, as are licensed by Miami Shores Village. (Signed).., f ............ ............................... ..... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I °° Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.............................................................................»............................................................................................................. ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and- says -that he is the ..............................»......... ............................... of the above described construction, and he has carefully read the foregoing application, and that /he did sign the same, and that all facts therein by him stated are true. ...»...........» .................................. _............ �...... ............................... ..............................................................»»......»..» ............................... M Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re—inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. 0111 SWITCH LIGHT PLUG FIXTURES REPRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL CONTR. OUTLETS OUTLETS RECE•P•T•S No. I.AMPs OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER - LIST CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL 8W. CAS. TEMP, PERM. 0.1 HP 1.8 HP TRANS. CONTR. LIST CHECK Service Overhead Underground ............. Site Feeders ....................Conduit — Main Sw............... Type of Installation — Conduit ..... .................. Tubing ..... ... .............. B.X.L............... ................... .... ...... ..................... .......... i�z »...........: �.......: �._..........� ...... ........... . . Am t f P t $ 4 (Si ... » ....................Amps ... ............................... ................................. ,Wm IS"�.f� ours O ermi ......................... . ...... ............. ................. k ..,................ I ................ .................. . ._....... ............. - ° - Eleetrfcal Inspector. The undersigned applicant for this building permit does hereby certify that understands and to his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compile ws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub•contracto s, on work to be performed Oder this permit, as are licensed by Miami Shores Village. (Signed).., f ............ ............................... ..... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I °° Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.............................................................................»............................................................................................................. ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and- says -that he is the ..............................»......... ............................... of the above described construction, and he has carefully read the foregoing application, and that /he did sign the same, and that all facts therein by him stated are true. ...»...........» .................................. _............ �...... ............................... ..............................................................»»......»..» ............................... M Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re—inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. 0111 n it I �i BUILD-ING..`PERMIT' RECORD 6� MIAMI SHORES VILLAGE FLORIDA eye 6'� APPLICATION 3 plication is hereby made for the approval of the plans and ecification,s herewith submitted for the building r other s,ureture herein described. This application is made in com- p ian.ce and conformation with the Building Ordinance of the Miami Shores Village, Florida, and all provisions of the Laws o the State of Florida, all Ordinances of Miami Shores Village, d all rules and regulations of the building Department of M ami Shores Village, shall be complied with, whether specified or not. 01 WNER f* 8P g I 4 C I 'HITECT'i " IT CONTRACTOR BLKSUBDNISION''STREET# .. , t �' °0 ADDITION REPAIRS NUMBER OF STORIES.-I ROOF Z T (excluding Archtiteetis fee, lcndscaping & garage) ' lding to be used for p -> d no other use. �reby submit all the plans and specifications for said building. STjATE OF FLORIDA) Signed 'iJN CO�i TY OF DADE ) auBefore me, the undersigned authorit a notary b1 thorized to administer oaths and take�acknowled acknowledgments duly appeared g , personably to me well known, and wh , being by me f rst u y sworn- upon oat deposes and says that he�is the builder of 'the above described construction, that he- ha read the foregoing application, and that 'he did sign the same, an that facts stated by him are true. Read, Sworn and Subscribed be ore me,; Notary Public (Signed ) My Commission expires ' I Cu is Feet Cubic feet required in this Block PLANNING BOARD Ch airman Me ber Me ber Se iretary Building Inspector _ Pei t Na. Issued to = _ Data .f Elei trical Permit No, Plumbing Por-ma.t No. l J II -� roam 130. i CITY OF. NIANI FLORIDA OFFICE OF BUILDING INSPECTOR APPLICATION FOR BUILDING PERMIT copy of this Application, together with one copy Of plans and specifications,P must be kept at building during progress of the work) �lication is hereby made for the approval of the detailed statement of the plans and specifications herewith Imitted for the building or other structure herein- described. This application is made in compliance and con - mity with the Building Ordinance of the City of Miami Florida which said Ordinance was approved July , 1919. All provisions of the Laws of the State of Florida,. all ordinances of the City of Miami, and all rules I regulations of the Building Department of the City of Miami, shall be complied with, whether herein speci- I or not. DatetS�irlh� ner's Name, and Address N -in J n 1Z a - 0 � ,Street '17,'i 4 n a =,Q e, 1 v �'�, No- 1 1� :hitect None me and address of contractor or builder Ration and legal description of lot to he built on; and Number where work is to be done _% 1V c) Hr, b PA.3t 10 r rl `'`' Y ;e of building (by floors) Re a 1 rl Pn r' P _ and for no other purpose. Building YP g Addition DIci Repair No )deling Number of Stories r_1'rf6 sated cost of Improvements (not including furnishings) $ 1 5) oon ®Q of Construction 0 nn n rP t. P P,1 CO Qk covering T i.1L Foundation 0-n Grp-- t e Footing ("t -i'l in I' P t P ber of persons to be accommodated (maximum.) per floor of building lot 100 X, 127 istance from next nearest adjoining building (from all sides except street) ting system, if any (kind) (yes or no) NO Plumbing (yes or no) YP Q Flee. (yes or no)- YES . iators: passenger_ freight manufacturer imum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the build- and its construction may be sent to TE OF FLORIDA, (Signed) 1 e SS. ll�do INTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ac- k4owledgments, personally appeared )I to! me well known, and who, being by me first duly'sworn, upon oath deposes and says that he is the ofj the above, described construcdion, that he has carefully read the foregoing application, and that he did sign the same, and facts therein by him stated are true. ' Read. _ aqA.%vWer1bed before me, j (Signed) Notary Public. &C 4ft M� ' Commission Expires /� '� Tis space represents the lot; make outline of ground plan showing distance of building from all Iot lines. 37HIS IS TO BE FILLED IN BY BUILDING INSPECTOR No issued upon above Application 192__ 192, (Signed) Building Inspector. I� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT App cation is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or o er structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V' age, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulatior s of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not A copy of approved plans and specificatio tust be kept at uil during progress of the work. Owner's Name and Address-X�4!11, 414� 3 No— Street Registered Architect and /or Engineer— v Name and address of licensed contractor Location i nd legal description of lot to be built on: Lot____ Block Subdivisio - - -- Street anc Number where work is to be done o2 01"Z 1. 100 2 State work, to be done and purpose of building (by floors ) and for no other purpose. New Built ' g Remodeling I Addition Iiep airs No. of Stories To be constructed of Kind of fo daY ._— Roof Covering Estimated Total cost of improvements $_ �"r� _Amount of Permit $- Zone cub ge required, PI.- Cubage Distance to neat nearest building Size of Building Lot_ Maximumjhve load to be.borne by each floor' I herby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent t — The 1 Ludersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor x nder the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has c mplied with the provisions thereof, and will require similar compliance from all contractor or sub- contractors employed by him in the wok to be performed under this permit; and will post or cause to be posted for inspectioiz the site o the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su tract,,, ` wo be performed under this permit, are licensed by Miami Shores Village. �' t Remarks (Signed ) -- STATE F FLORIDA, COUNTY', OF DADE. I ss Befoi me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — -- ____to me well known, and who, eing by me first duly sworn, n on oath deposes and says that he is- the_____- -____� of the ab ve described construction, that he has carefttll read the foregoing application, and that he did therein b him to are true. sign the same, and that all facts Permit N¢. °� Date �, /y Read, Sworn to and Subscribed before me. Disappro d 5 -- - -- —. Date (Signed Notary Public, State of Florida Buil ' g Inspector My Commission Expires PLANNING BOARD —DATE Chairman Member Member Member Member Member Council j I pproved __ Date Disapproved Date NOT: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planni I ag Board. A re ection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials /or workmanship. i 9k P- C MI�A►-M1 SHDRES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT t..� 000 Permit Na..»...1 ».».».».. ».» Date .............. .1� ;..,[l`»� :... ».. Application is hereby made for the approval of the detailed statement of the plans apd specifications herewithf h>ff'tt d: for the building or other structure herein described. This application is made in compliance and conformity .with the Building Ordinance of Miami Shores Village, Florida, and all provisions. of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building: Division of Miami Shores Village shall be complied with, whether. herein Specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Registered Architect Employing Electricia - Location and Legal Description Lot. ...... _.._ ...... : ... .......................... . ................. Block........ ... ............... ....... _ ....... Subdivision. ------------------------------------- -- ------- Street and Number when work is to be fState work to be performed and purpose. of building (By Floors) .... .... .» ......... ,» .... .........._........ ».:._... »... .......... .....»................. New Building_ *_4 ........ »..... _Remodeling... »... .......:.. Addition_ .... ........... ».Repairs..... ....................... ......No. `'of Stories..... ........ Service Overhead Size Feeders ............... .....Conduit.......... »....Main Sw,. ........ . ......... ...Amps.................. ....Main Fuses.......... <..... Amps Underground Type of Installation --Conduit ............... »...»..Tubing. .................. .....B.X.L.......... .........Metal Moulding... ...... . .... . ... . . ...... .......... ......... .... Amount of Permit ,$... .... .. .............».» ...............� ....»..»....» ....» (Signed)__,-....... � . »o.. ...» ... . :. :... »... Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understand d accepts his obligations as .an employer of labor under the Florida Workmen's Compensation Act, being Section 5966.. 'Compiled General Laws of Florida Permanent Supplement, and ,has complied with the provisions thereof. and •will require similar compliance from all contractors or subcontractors employed by him in the work to. he performed under this permit; and will post or, cause to be- posted for inspection on the site of the work such public notice or notices 'as are required by the Act. The undersigned agrees to employ only such subcontractors, on work io be performed under this permit, as are licensed by Miami Shores Village. (Signed) . ».. .. .....i�, <, ' •� Masted ectrician. FLORIDA. ,S'1' AT B ..OF PL A. COUNTY OF DADE. 4s'� Before me, the undersigned authoft a notary public, duly authorized to administer . oaths and take acknowledgments, personally appeared............ .......... »...................» ........... .,•......................... .............. ...... .... . ................. ...... to me well known. ' and who, being by me first duly Sworn, upon oath deposes and says that he is the ...,: ».......... of .the above described construction, and he has carefully read the foregoing application, and, that he did sign the same, and that all facts therein by him stated are true. . .....,.»....... ».. my Commission Expires » ..,... ».• » . ».. ... ......... .. Notary,Pubiic, State �of Florida . »» ........... NOTE: A re inspection fee of $1.00 will be made when such re inspection . is made necessary by improper notice fora inspection, or faulty materials and /or workmanship. SWITCH _ LIGHT PLUG FMTURZS RFFRIG. IRON RANGE RANGE WATER W. HEAT, SPACE STRIP : TOTAL OUTLETS QUTLETa Ract,wTs No. LAMPS OUTLET OUTLET OUTLET CONN, HEATER CONN. HEATER ' HEATER CONTR. LIST CHECK ENT. DIJIT, SERVICE SERVICE MOTORS MOTORS NHON RADIO TOTAI6 SIN, CAD. TEMP. PERM. O•! NP �'.1•5 HP. TRANS. CONTR. LIST o < I�G'✓(..,�°`° -� t' mI ��';€, n: _ r.",_ CHECK Service Overhead Size Feeders ............... .....Conduit.......... »....Main Sw,. ........ . ......... ...Amps.................. ....Main Fuses.......... <..... Amps Underground Type of Installation --Conduit ............... »...»..Tubing. .................. .....B.X.L.......... .........Metal Moulding... ...... . .... . ... . . ...... .......... ......... .... Amount of Permit ,$... .... .. .............».» ...............� ....»..»....» ....» (Signed)__,-....... � . »o.. ...» ... . :. :... »... Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understand d accepts his obligations as .an employer of labor under the Florida Workmen's Compensation Act, being Section 5966.. 'Compiled General Laws of Florida Permanent Supplement, and ,has complied with the provisions thereof. and •will require similar compliance from all contractors or subcontractors employed by him in the work to. he performed under this permit; and will post or, cause to be- posted for inspection on the site of the work such public notice or notices 'as are required by the Act. The undersigned agrees to employ only such subcontractors, on work io be performed under this permit, as are licensed by Miami Shores Village. (Signed) . ».. .. .....i�, <, ' •� Masted ectrician. FLORIDA. ,S'1' AT B ..OF PL A. COUNTY OF DADE. 4s'� Before me, the undersigned authoft a notary public, duly authorized to administer . oaths and take acknowledgments, personally appeared............ .......... »...................» ........... .,•......................... .............. ...... .... . ................. ...... to me well known. ' and who, being by me first duly Sworn, upon oath deposes and says that he is the ...,: ».......... of .the above described construction, and he has carefully read the foregoing application, and, that he did sign the same, and that all facts therein by him stated are true. . .....,.»....... ».. my Commission Expires » ..,... ».• » . ».. ... ......... .. Notary,Pubiic, State �of Florida . »» ........... NOTE: A re inspection fee of $1.00 will be made when such re inspection . is made necessary by improper notice fora inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Apphcat-on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o other stru tore herein described. Thus application is made in compliance and conformity with the Building Ordinance of Miami Shores Valhag -, F orida, and all provisions of the Laws of the State of Florida all ord'nances of Miami Shores Village and all rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied; with whether her in specified cr not. A cop, F of approve -d plans and specifications must be kept at building during progress of the work. A�' / ). y L Date_ --- - p F el - J Owner s Name and Address -_ _- /J U "- L� >a f - -- No._ YJL__ Street- Alb 1,03 5_7` Registered Architect and / or Engineer Name and address of licensed contractor /yam S� . - _ _ L_ J. v2 7,# GD t Location nd legal description of lit to be built on: Lot__ - -- -- - -- Block - -- - - -- - - - - -- - -- -- - Subdivision_- - - _ — — - - - - Street and Number where work is to be done__.'3_7_)-_ 40 j_ State work to be do a and purpose of building (by floors) -- - -- - -r�G� �- - - -- -- --- - - - - -- - - - -- -_ -- - -- - - -- -- -- - -- -- - -- - - - - -- - - - - -- ------- and for no other purpose. - - - - - -- Additior"- - - -- _ - - - Repairs - - - - - -- - -- -- - - -- - - No. of Stories -- - - - - -- ---- - - - - - -- New Building - -_ -. -- - Remo elmg _ - - - - -__ -- To be constructed of - -- - __ __ Kind of foundation - - - -- -_ -__ ._ Covering ---- - -- - - -- ---------- - - - - -- - -- Roof Coverin - - -- - - - - -- - -- Ga -� �- - - - -�- �� - - - -- Estimated Total cost of improvements .Amoant of Permit $ --- - ---------------- ________ - - - - -- -------------- - - - -_- _ Zone cubage required---- -- -- -- - -- -- - . _ ... _-Plan Cubage ------- - - - - -- - - - - - -- Distance to neat nearest building_ -_ - -- _ _- _ -- -- - - - - -- — -__._ _Size of Building Lot --- --- - ---- Maximum live load to be borne by each floor- - -- ------------ - - - - -_ _ _ -- --- _---------- _- _--- _ -_.__. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to- - - -- - ---- - - - - -- ----------- - - - - -- - -- --------------------- - -- - ----------------- - - - - -- --------------- - - - - -- ----------------------------- - - - - -- --------------- - -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be pe =formed under this permit, as are licensed by MiaL i Shores Village. Remarks- ----- - - -- _- - -- - -- -- --------- - -- - ----- -- -- _. _ ( Signed) �. �i ✓ - 1j"1. L STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly uthorized to administer oaths and take acknowledgments, personally ap- peared - ----- — - - -- - - -- - - - - -- --- - - - - -- - - - - -- - -- --------- - - - - -- -- - - - - -- - - -- _ - - - -- - - - - - - - - -- - ---- - ------ ----- ----- --------------- - -- ---------- _.. --- - --- ------- ------ --- ---- -- -- - ---- -- - -- ------ -------- --------- a v wcu nuuwu, and who, being by me fast duly sworn, upon oath deposes and says that he is the ___ _ _ _ __ __ of die above described construction, that he has carefully read the ' oregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit Na____7_� _ _?� ___ Date----/"-.-/- _ - _ Read, Sworn to and Subscribed before me. Disapproved - — - - - - - -- -- ----- ----- --- - -- - - - -- ---- - - - - -- - -- ---------------- -- ----------------- - - - - -- __ Date Notary Public, State of Florida (Signed) - -- - - - - -- Building Inspecto My Commission Expires.- - --------- P NING BOARD - - _ -_- -DATE Chairman __ __ _ _. - _ _ . Member Member - - - _ Member - - _ ------------------------------ Member- - - - - M> _.ber -- -- - - -- ----- --- --- - - -- -- - ---------------------------- ------------ -- - - - - -- - Council Approved _ _._ _ __ _ ____ __ ___ Da.e D sapproved ____ _ __ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -im ect -.oa fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT ,L 9 Z.� Permit No......... �...... ?........ Date..... a'........... ° ... ,...... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu;lda, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Y d ..Ownei s Name and Address .. W d .................. ............ ..........No32 .... h' f;� JP;.... Street .................... ............................... Registered Architect and /or Engineer .............................. . t..) Y� ',... ...No ........................................... Street... -- .............. ............................... Employing Electriciad's Name.�f�.�.....�.�.�... £1�.�,..•.�'....• Location and Legal Description Lot ................ .. ........................................ ..A. ...... Block ................................ - ........ Subdivision ........... ..................... .---- - - - - -- .. Street and Number where work is to be performed—No ...... 31-A .... JTF— ------- IP4 `Sfre .... street .................................... ............................... ................. State work to be performed and purpose of building (By Floors) ............. ................................................................................................... ...................... New Building ................................ Remodeling ................................ Addition .............................. Repairs ...................................... No. of Stories.......... Service Over Size Peeders.40 ..Conduit. A. ..Main Sw............ Type of Installation -- Conduit......... .............. Tubing....................... B.X.L............ ... Amps ..... I -I!,7"4n .......... Main Fuse .............Amps ..Metal Moulding ........................................ ............................... %..4 .................... ..............................� .......---- ...... ....... ....................... ................................................. ..................................... _ ............. -- ...... .............. z vy 4 .�..:: ..... ... ............................ P .�� ...... ��... . _ � Amount of Permit $ .................................... (Signed)... .... ctr .................................... cto Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and acc his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work Sk be performed rider ' permit, as are licensed by Miami Shores Village, I (Signed)..... .......................... ?......................... ............................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. ✓j 63' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared............................. .................................. ....... ... .... ...... .................................................................................................... ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ......................................... ............................... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ... .. .............................. .... . .. .... ....... ... ..... .. ...... ...... ................................. ............................................................................... ............................... My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T•S NO. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER CONTR. LIST CHECK ENT. DIST. SERVICE SERVICE W�.t MOTORS MOTORS NEON RADIO TOTAL SW. CAB. TEMP. PERM. 0.1 HP I•S HP TRANS. CLIST LIST I CHECK Service Over Size Peeders.40 ..Conduit. A. ..Main Sw............ Type of Installation -- Conduit......... .............. Tubing....................... B.X.L............ ... Amps ..... I -I!,7"4n .......... Main Fuse .............Amps ..Metal Moulding ........................................ ............................... %..4 .................... ..............................� .......---- ...... ....... ....................... ................................................. ..................................... _ ............. -- ...... .............. z vy 4 .�..:: ..... ... ............................ P .�� ...... ��... . _ � Amount of Permit $ .................................... (Signed)... .... ctr .................................... cto Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and acc his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work Sk be performed rider ' permit, as are licensed by Miami Shores Village, I (Signed)..... .......................... ?......................... ............................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. ✓j 63' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared............................. .................................. ....... ... .... ...... .................................................................................................... ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ......................................... ............................... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ... .. .............................. .... . .. .... ....... ... ..... .. ...... ...... ................................. ............................................................................... ............................... My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Roll—a—way Storm & Security Shutters 10601 Oak Street, NE, St. Petersburg, FL 33716 Phone 7271576 -1143 Fax 7271576 -8477 May 13, 2003 Dade County Building Official Dear Sir: We are the Dade County Notice of Acceptance Holder for HT100 Accordion Extruded Aluminum Shutters (6063 -T6 Alloy) under number 03- 0219.09. This letter authorizes Roll -a -way / Prime Marketing Group to use HT 100 Accordion Extruded Aluminum Shutters (6063 -T6 Alloy) approved under number 03- 0219.09 to be used at the following job: Sincerely, Lynn S. Conlen Vice President Agnes Sheehan 1181 NE 103 Street Miami Shores, Fl 33138 305- 759 -1847 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 13d' day of May 2003 by Lynn S. Conlen who is personally known to me and did not take oath. Notary Pubic e, cam►, F+Mrohon cofflssim ouoe7r3s -PV 28. zoos M:I_ .. BUILDING CODE COMPLIANCE OFFICE WW) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NAj 10601 Oak Street Northeast St. Petersbarg, FL 33716 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1.5¢3 (305) 375 -2901 FAX (305) 375 =2909 SCOPE: Thus NOA is being issued under the applicatft-41e4 aid regulations - governing the use of construction materials, The documentation submitted has been reviewed by Afiami'Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used th Mf.awi Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exprrotl date-stated-,below. The Miami -Dade County Product Control - Division , Miami Dade County) ty) andyot AHJ (hi '*W ::other tln Mianu Dade County) reserve the rght.to have this product or material tested for gtral�dyce purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incrzr the e: of such testing and the AHJ may immediately revoke, modify, or suspend the use of such pxc iat t ' 1Aoatenal:witlm: their jurisdiction. BORA reserves then t to revoke this acceptance, if it is determined bar Mtaml:Dade:.County Product Control Division that this product material fails to meet the requirements of the building code. This product is approved as described herein, .aiid bas: bean designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT -100 "Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing N0.0$* $(141, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, Prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed & sealed by V.J. Knezevich, P.E., bearing fihe fiami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expirattoa_dats by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large sari Smell ?Missile impact LABELING: Each unit shall bear a permaneii labeith the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Pr�ontrol Approved ", unless otherwise noted herein. RENEWAL of this NOA. shall be considered of m aii xcniiewaf application has been filed and there has been no change in the applicable building code negat ►1► eGtmg ftp�formiance of this product. TERIVIINATTOI�1 of this NOA will occur a the a tpi at{{oin date or if there has been a revision or change in materials, use, and/or manufacture of the produ or �, Misuse of this NOA as an endorsement of any - product, for sales, advertising or any other purposes automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause UffiWi" and removal of NOA. ADVERTISEMENT: The NOA number pte ' llythe•words Miami -Dade County, Florida, and followed by the expiration date may be displayed in adverfis�ag literature, If any portion of the NOA is displayed, then it shalf be done in its entirety. INSPECTION: A copy of this entire NOA shi il be p0vided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at thC:request of the Building Official. This NOA revises & rerc vs NOA # 02-042 i Ii fists of this page 1 & approval document mentioned 00 The submitted documentation was reviewed by -Relmy A: NTakar, P.E. /• r' NOANo 03-0219.0 irsttioaate: 04/10/20118 183 r- ate. 05101 APP wal /ZQf_ P age h a 10(-'4 _lj -.CUSTOMER: APPROVAL OPENING SPECIFICATIONS • OPENING HEIGHT 1}ESIGN SHUTTER SHUTTER NO. SIZE. ABOVE LOAD TYPE SIZE GRADE PSF r X s'u Xs' x x X X x x . x x X X x X x x X x X TO -TOP OF OPENIRG , DE_GN CRITERIA ILI 0 10601 OAK STREU N,9. (1) FLORIDA BUILDING CODE, y �f! �mwourniun� r • ®" ST. PlTEASSUR0, FL 33713, (Z) EXPOSURE COPYRIGHT ®•191x8 VALCO ENTERPRISES$ LTD. (3) MEAN ROOF HEIGHT SHUTTERS FOR s f• (4) DESIGN LOADS �0 / ADDRESS ,l� l / / l o l INTERIOR ZONE t �r i✓l jA % END ZONE Local Phone: Parcel # 1132060134990 Job Address: 372 NE 103 ST Fees: FEE2002 -996 FEE2002 -997 FEE2002 -998 .1 T Building Permit Permit Number: MURAWKA JOSEPH Address: 390 NE 103 ST Cellular: BP2002 -345 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 3 & 4 BLK 37 LOT SIZE 100.000 Description Amount Building Permit Application Fe$60.00 Total Fees: $65.60 CCF $0.60 Total Receipts: $0.00 Notary Fee $5.00 Total Fees: $65.60 Permit Status: Approved Permit Expiration: 8/19/2002 Construction Value: $1,000.00 Work: REPLACE CHAINLINK FENCE FOR AN ORNAMENTAL IRON FENCE 5' HIGH WHITE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re4nspection fam is 150.00. which .must b- This Permit is granted to the conb EMERALD MASONRY CORP oe-sa ordinances pertaining thereto and wi 305 - 754-0042 and approved by the proper rr►unicip 390 N.E. 103RD ST. authorization. A further condition up ordinances and regulations pertainin 14NA11� F�r1 �i;. DATE a °) U by his agents, servants or employee PAY 90050 K `' 2" AKWUS Q TO THE UM SWRES. FL is A V I `►' ORDER OF Signed: 7.— -1 p2 0 r In consideration of the issuance t': nkofAmefl6a. with the plans, drawings, staterKents myself, my agent, servants orempic ACH Nr003100277 CA Signed: FOR 0200 27651 1:06 3 100 2 7 71: 003660946459"' 83- 27/831 n 1 - -zO DOLLARS 8 0 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305-795-2204-' Printed: 2126 /2002 Applicant: JOSEPH. Owner: MURAWKA - Contractor EMERALD MASONRY CORP Local Phone: Parcel # 1132060134990 Job Address: 372 NE 103 ST Fees: FEE2002 -996 FEE2002 -997 FEE2002 -998 .1 T Building Permit Permit Number: MURAWKA JOSEPH Address: 390 NE 103 ST Cellular: BP2002 -345 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 3 & 4 BLK 37 LOT SIZE 100.000 Description Amount Building Permit Application Fe$60.00 Total Fees: $65.60 CCF $0.60 Total Receipts: $0.00 Notary Fee $5.00 Total Fees: $65.60 Permit Status: Approved Permit Expiration: 8/19/2002 Construction Value: $1,000.00 Work: REPLACE CHAINLINK FENCE FOR AN ORNAMENTAL IRON FENCE 5' HIGH WHITE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re4nspection fam is 150.00. which .must b- This Permit is granted to the conb EMERALD MASONRY CORP oe-sa ordinances pertaining thereto and wi 305 - 754-0042 and approved by the proper rr►unicip 390 N.E. 103RD ST. authorization. A further condition up ordinances and regulations pertainin 14NA11� F�r1 �i;. DATE a °) U by his agents, servants or employee PAY 90050 K `' 2" AKWUS Q TO THE UM SWRES. FL is A V I `►' ORDER OF Signed: 7.— -1 p2 0 r In consideration of the issuance t': nkofAmefl6a. with the plans, drawings, staterKents myself, my agent, servants orempic ACH Nr003100277 CA Signed: FOR 0200 27651 1:06 3 100 2 7 71: 003660946459"' 83- 27/831 n 1 - -zO DOLLARS 8 0 . . - CRITIQUE SHEET )B ADDRESS r5 7 A N' F. PER&UT NO. PPLICANT ADDRESS: N MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SEGTIQN BY . DATE ZONING I ELECTRICAL I t 1 MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL t. Sah}xt to compttaacs with an l aderat. State. Cat--,tj.va ne ades sad tequtaftm Wage Lw atas V4 tespoastblllty for ecom acy allot resutts (coca these PLaas. Z. This copy of pleas mutt be %Yallshta as k tsucTdiaq slte of ao laspectfaa vift be coaductad. DATEdININ(° ' COMMENTS iv ey 6A, r6 0 eu--r'rA c 7 vfw'Y Loons i4IN6 .�. The Sunshine State ---- • • . .0e • RZoNM MuRAWKA �� S72 NE 103 ST SHORN, FL 3313&2135 ` • M" sut7H M7E am HOT• an. eNDORM 10 -1&43 F 606 A orUCATE 0940gT 104843 03-24 8 sWE DRIM wasm of a rt,dw vehicle aonsftfts conowdto enY sobridY test mgWrad by Ise+• • aO ...... •••••: 0000•• 00• • 4,00 • • 0 000 • 0000• 0000.0 • 0000 •0000• 00.000 0 000000 0000•• •• • 0 • • • •0 • 0 0• . 0 0. • eeee • 0000•• • • eeee .�. The Sunshine State ---- M620 -436- 43-878-0 RZoNM MuRAWKA �� S72 NE 103 ST SHORN, FL 3313&2135 ` • M" sut7H M7E am HOT• an. eNDORM 10 -1&43 F 606 A orUCATE 0940gT 104843 03-24 8 sWE DRIM wasm of a rt,dw vehicle aonsftfts conowdto enY sobridY test mgWrad by Ise+• �r < 77. t ��F a'A6 � &t RN >yS.�EtFTItt r� �tS '��, .L'.�oa.S3,t e lid t ]r 1 t t 1? qtr t14� 1 t "M s€ 2Yt y mot»(° I d y e o-H t ��- i,��,��- �ak•}.I _ 3 a r -t��1 Ik a '` I, ti 'u�.y57, ,w•��� �Y „ie t4��� pry[ „?�y 1 � '1 I ...... 7'he SI.tr,srisae Sue c �4$S6 30 ift- _ d FL Bonham to any II, i j * ta*ro4utredGpv nok ig SNoteEs 5 �i_ PERMIT APPLICATION 'J Master Permit No. _ Subsidiary Permit No. y 6 tQ, NSTRUCTIONS - The following, steps must be taken obtain a permit from the Miami Shores Village: -J Step 1. Complete the attached permit application which must be signed by the propertv 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 submitted 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. Job Address: /) t�- o 7' J % Address 7Apt. City Folio Number IL3 aD t p ( " 13Y �° & Description of Work Lot Block U t Subdivision PB PG Zo n State Zip Current Use of Property Square Feet / �t� Units Floors Proposed Use of Property Value of Work L 000 ' C:20 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE( ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax PERMIT CHANGE (./) Renewal Revision PROPERTY OWNER 21},2 ` Home Telephone P j Business Telephone ! Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Nam License No. Address 3q Mt7- Telepho CJ Qualifi Name I 041 E Page 2 11W PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION 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. ')AVIT - PIE 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. 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, 151 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 Choosing a Contractor. STATE OF FL RIDA COUNTY OF MIAM E STATE OF FLORIDA, COUNTY OF IAMI -DADS Sr Mature of weer X Signature of Contr ctor / Qualifier gh _ fm Q -F-Ant Name � Print Name Sworn to and subscribed before me this day of � T NotaI Public - Stateq Florida ' SEAL: lP(2Y PG m�Ct� ±. v sit O ®< ANGELA M BECKER 00MMISfAON NUMBER F d My CCC786697 O AASSION EXPIRES Personally known _ O —F F– k Type of Identification Produced: T-I D)— Sworn to and subscribed before me this Signature of Notary Public - State of Florida SEAL: Personally known Type of Identification Produced: day of , OR, Produced Identification Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE QTY. Service Repair A/C Central 1 -3 Ton Vent Hood, Cost Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Ductwork, Cost of A/C Central 4 -7 Ton Fire Pump Barbecue Outlet, Switch Process/Pressure Piping Signs Bath Fan - Vented, #-7777-7 A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Cap - Water Parking Lot Lights Gas - Appliance Spas/Hot Tubs Pump, Domestic A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Temporary Toilet Posts Catch Basin Swim Pool, Commercial Gas - Propane Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Pump, Replace - Pool Receptacles Urinal Switchboards Dental Chair Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Ice Maker Refrigerator, Domestic Pump, Sump Temp for Test - 30 days Utility - Water Deep Freezer Low -volt, Fire Renew - Temp Service Relay Repair Demolition Low -volt, Intercom/Teleph. Disposal Repair Circuits Interceptor Roof Inlet Dishwasher Low -volt, Television Service, Number of Amps Laundry Tray MECHANICAL TYPE Minimum Fee QTY. TYPE QTY. Condensate Drain TYPE Generator Q'I-Y. J-YPF TY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wain. 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, #-7777-7 Fireplaces, Number of Pressure Vessel PLUMBING T VPE QTY. A/C Condensate TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. '11,13E, QTY. Soakage Pit 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 RECEIVED AND REVIEWED BY. DATE: Page 4 PERMIT APPLICATION OFFICE USE ONLY , CHECKLIST ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial / (Septic / Sewer) multi- family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify & Attach) (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village $ y Bond $ Metropolitan Dade County (C.C.F.) $ t 0 ( sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine $ Zoning Review $ TOTAL $ VI REVIEWED AND PREPARED BY: SECTION BY DATE Zoning Electrical'' Mechanical Plumbing Fire Public Works Structural Building Official DATE: R Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Permit Receipt Permit Number: BP2002 -345 Invoice Number: imp -4-06 -24513 Applicant: JOSEPH MURAWKA Company Name: Date Payment Type CheckNum Amount 04/18/2006 Check 1343 $100.00 Total Payment: $100.00 Tuesday, April 18, 2006 Page 1 of 1 J 0 � r 6W iD 8.eicc�s - � tl• 0 fo 424d -- - v n n Zuao �T r to 32 u r- 7.10 • ; , u pA( CO&C Of 3 � i•�,o� sC7c��,v�� � � mot ow g s tl. COAIC to 0 C-) 7- ° FiP///,_2 O(uo o) -x x x L 010, 001. �, sic � •�,� �• � . • �• ��. � .. .. ... $ ,{ . �. ( o 0 ..n. PROPERTY OF: •Murawka, 372 N.E. 103rd Street Miami •Shore , Flbr ddaa mill tldRH'IIIIIIIq "I IiCSltaltlitpf. BOUNDARY SURY &Y AAO I lit 111111:It1A1.RAISI SlA1.III 1 berrby trruir 11141 rile %love• trim• LANNES AND GAIICIA, INC. 1141111114IMUS1'll Still%IAf1d fettled betcon nrrett the muumum L.I {. H 209H AMR 31 Wit let bnical ttandatdt let lurllr bl lire Rood of land Sulvtrnn to thaptrt 61C17.6 SINIVI.YOItS- MAI'I'kllS -LANU I$I.ANNI-:ItS ilotida Adeninblealive Cndr Imnuam fit Setlioo 02.027. Ila. Stalstlet. Ihtre its- no BIarA x SIMITH 152311 enttaathnrents. Ave /laps. tatements appratinR an list Mai. ntbrt Iban as •Iurwn hnru, 011itt Rddivu: )lh Altwor Avenue. Coral 1:01►lea.Alirlda .1.11M (•{ill{ GGG -7N0q (��) 12.1 RGGJ _ • I�II.LI� gA'1'1: ti(:Ala�. IIItA1VN IlV Fil %VG. NO to. foist SU.YIv11a Ar.0 n4Itta Nn ���? oa< L'�h 0� ' �� � � /�t= 2° � � 7144 NL-z /o -as A0 -Sr .,,,This property described as: _ . -•• .• «..r. :. Lots &band 4, Block 37 :, 511 FZ��'�;; rr • i�A�: i oi,Ii -RI3 i�1M1NUED PLAT OIL" MLAMJ 1•N07fi0�:.;- -;',;, ; MHO ,SECTION NO. 1, 6 s r 2 I according to the Plat _- hereof, as recorded.in aa'. 3 S ••• $'fi .:= .::- ::giae.Bo'ok 10, Page 70 /� Qo qt 22 2� szd .•. .. ..- • •. a -• • - • ^� kl;e Oublic Records of 3r a also ..• ••'Dade C;unty, Florida; L.aC.4T /O,4/ t'►1dfo (N.T•s) .. ..• ,- • *.. r •• i •.. a•• •• A •_ ... ••a 4" • • -• ls, .. ..o. •-• . a.a• ls :fill... nv.•:r. , .: .'"•`•� .. .. _ J 0 � r 6W iD 8.eicc�s - � tl• 0 fo 424d -- - v n n Zuao �T r to 32 u r- 7.10 • ; , u pA( CO&C Of 3 � i•�,o� sC7c��,v�� � � mot ow g s tl. COAIC to 0 C-) 7- ° FiP///,_2 O(uo o) -x x x L 010, 001. �, sic � •�,� �• � . • �• ��. � .. .. ... $ ,{ . �. ( o 0 ..n. PROPERTY OF: •Murawka, 372 N.E. 103rd Street Miami •Shore , Flbr ddaa mill tldRH'IIIIIIIq "I IiCSltaltlitpf. BOUNDARY SURY &Y AAO I lit 111111:It1A1.RAISI SlA1.III 1 berrby trruir 11141 rile %love• trim• LANNES AND GAIICIA, INC. 1141111114IMUS1'll Still%IAf1d fettled betcon nrrett the muumum L.I {. H 209H AMR 31 Wit let bnical ttandatdt let lurllr bl lire Rood of land Sulvtrnn to thaptrt 61C17.6 SINIVI.YOItS- MAI'I'kllS -LANU I$I.ANNI-:ItS ilotida Adeninblealive Cndr Imnuam fit Setlioo 02.027. Ila. Stalstlet. Ihtre its- no BIarA x SIMITH 152311 enttaathnrents. Ave /laps. tatements appratinR an list Mai. ntbrt Iban as •Iurwn hnru, 011itt Rddivu: )lh Altwor Avenue. Coral 1:01►lea.Alirlda .1.11M (•{ill{ GGG -7N0q (��) 12.1 RGGJ _ • I�II.LI� gA'1'1: ti(:Ala�. IIItA1VN IlV Fil %VG. NO to. foist SU.YIv11a Ar.0 n4Itta Nn ���? oa< L'�h 0� ' �� � � /�t= 2° � � 7144 Inspection Date: 0411912006 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: MURAWKA, JOSEPH Work Classification: Roof - New Job Address: 372103 Street NE Miami Shores Village, FL Project: <NONE> Phone Number Parcel Number Block: Lot: 1132060134990 Contractor. DALEY ROOFING INC Phone: (305)7549892 Buildina Department Cnmmanfa CLAUDIO YOU CAN SEE THE ROOF BY THE BALCONIE. IS LIKE A DECK ROOF REPAIR. ck 04- ox b> W yo, to-A 80 ��St To W-4w auk% u f . /, `� Inspector Comments Passed Failed El— Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 18, 2006 Page 1 of 2 ... M 1 Inspection Worksheet Inspection Date: 04/17/2006 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: MURAWKA, JOSEPH Work Classification: Roof - New Job Address: 372103 Street NE Miami Shores Village, FL Project: <NONE> Phone Number Parcel Number Block: Lot: 1132060134990 Contractor. DALEY ROOFING INC Phone: (305)754 -9892 Building Department Comments Friday, April 14, 2006 Page 2 of 2 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 14, 2006 Page 2 of 2 R Inspection Date: 02/09/2006 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: MURAWKA, JOSEPH Work Classification: Roof - New Job Address: 372103 Street NE Miami Shores Village, FL Project: <NONE> Phone Number Parcel Number 1132060134990 Block: Lot: Contractor. DALEY ROOFING INC Phone: (305)764 -9892 Buildina Denartment Cnmmpntc Wednesday, February 8, 2006 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING True Inspector Comments Passed 1z Failed E:1_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, February 8, 2006 Page 2 of 2 11 sn R /umber F . e • • ••• • • • ••• • • • • • • • • • • • • • • • • • o • • ••• • • • • ••• SECTION 9624 HIGH VELOCITY HURRICANE ZONES REQUIREDAINARS NOWICATIOW6011iROOFING CONSIDERA7!O>i1S : • :: •.: • : : : •. . . . . . 000 . • . • 9524.9 As it pertains to this section, it Is the responsibility of the roofing contractor to provide the owner with the required roofing permit and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requhraMedts:sa st rtll)•of ft Industry for roofing system Installations. Additionally, the following items should be &WrbWd win art of the agrement between the owner and the contractor. The owner's initial in the adjacent box•iradic Uds 64 tide 6e1h bras bben explained. Aesthetlos- Warrkawship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics ( appeamnee) Issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should bg addressed as part of the agreement between the owner and the contractor. . Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed In accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Cade. (The . roof deck Is usually concealed prior to removing the existing roof system). . Common Roofs: Common roofs are those which have no visible delineation between neighboring Onb (Le. townhouses, condominiums, etc.). In buildings with common roads, the roofing contractor and/or owner Id notify the occupants of adjacent writs of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed foam below. The owner may wish to maintain the architec turM appearance, therefore, roofing nati penetrations of the underside of the decking may not be acceptable. The Raids BuNding Code provides the jErV=Ing g this appearance. Wat w. The current roof system and/or decik of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an Indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and psrkwmance of the new roofing system. Ponding conditions may not be evident until the original system is removed. Ponding conditions should be card. . OverMow stoppers (wall outlets): It Is required that rainwater flow off so that the roof Is not ov led from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. k may be necessary to install overflow scuppers In accordance vvith the Florida Building Code, Plumbing. . VoWlistion: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. it may be beneficial to consider additional veering which can result in extending the service life of the road RRithKaturs Date Contactors Signature 37d �JL 103V J . 000 --L e Property Address Permit Number %C!" E C Rev:112012005,C ffp" Sens, SUMIng Deparbftnt . . ... . . • ••• •_ • • • • • ••• • I Page 1 of 2 • • • • • • • • • • Section C (low Sloped Roof Systun) FN In Me specM roof asswn * comp►onwaL if a componwt � no g . f as t not q*Hcable (NIA) In the text box. ;.; ;. '. ••••••. - Root Syaftm Mam tachww. 0 _ MA No: Ol � sy�lType: awl t VOW UpW Pty. Finn RAS Mar Sealed : Fiord: Sy- _. 0% Pu FF37-3-le c� COMM 13I._ NWaman Deem! Plssswe. Fmm#W SP®ala 15/Er Plywood *Tbmaeft a pWtm*by an ap food laD , .-.!p r gym: mm Sheet r. S. /DOT ftft Shows) A No. of Pw): � S6eet � ,� la 1G.S• !�O VI�Sa! � �L�S f'ht Slieolg� A No: of �k I er TOP Pg: I, 770 TOP Ply FasbeelI 91S g MOMMINk /�t&l .. Aj -- - snbckw a� Awe Ply mwd m o-- Sipe ftsbmv me lb. GIM& M tit s Siege Ply NbAhm a Fades In sI mi m - Udd Sias & Gave or tl '% Dn Yadedal ijl9Z ✓` t i Dript63Hoolr 1leiaigaageara � �' imda�oti Base Layer Sim !4 Tlideless: rj 9 kmdAsn Ram L "m Mab*k V aoa Nair: Moll' I Fssftw1rVpaW ga-r �, NO -.:-I ( �ltetal$"meS�t�y�m- g®or>�li _ N/A '; FAS ER SPACM FOR DASEDOW ATMOOIDW t- Field: abe�A �! % 'ot a Reiinete<: r a � l{e� S wws � Odc & CONIM l a 1a— ab Q & "etc =.' - 1, .1 h"://www.co.miami-&&.fl.w/bldg/roofing_permiting/se6on—c 4 0/*202.htm 12/16/2005 Page 1 of 1 % .... .... . . . . ... . ..... . . . . ... . HigbVelocily Hum Zww Uniform Rooi&rg Pwmllt Appf"r,atlI n Form MM"ADE cOuanr BtMMM DWAKQW. ELEVqUW ApnLIPATION .. . .. . .... Mustate Components Note! and Doti is as Applicable: lacing, Gutter, Edge Te rminationa/StripPi�lFta�hin9, Cp9tlir CWPL Cat Stop, Base Flashing, Countergashing, Coping, Etc. ' . %: ; ; ; :0 ' . Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or. Submit Manuracturem Deter that Comptr with RAs -111 and Chapter 16. Page 3a gkr- Item —ILK http:/ /www.co.miami4adefl.us/bldg/roofing_permifiWsectionLq_4 2lbW 12/16/2005 it M 1•1_S GAF Al Co 1361 AIP RwA Wayne,NJ87478 .. . ... . . . ... .. . . . .. .. . . . . . . . . . . . . .... . . . . ... DARE COUNTY, FLORIDA . .. . • 007— . . • • • :140 gWFMEET +5QiTT 1613 M M2901 PAX Cam? 3M4 .. . . . • • ••• •• SCOM IMsNOAis being issued unklerdo appliedde ndesa d iggplatim gavesaing douse of IU&MMMIation a®hmittadlas bow wdmndbydDB00D and amjftdbydw CodowiftoBuet Rater Committee to be used in Mhurd Da& Co arty and other arms where allowed by do Axnhorhy Having 7uaislifigm olum . This prod= is approved as dmmlxd herein. ad has ban designed to comply with do HIgh V'elofy Hun iam DM of daa Madda Building Code. LAHEMG: Each unit sbafl bear a permanent label with the mars h um or logo, city. state and falloo ft statemect -Miami-Dade, cater Ptedodc Control ApPOWC, unless; otbawlse noted lam. FJ WAL of this NOA shell be coaddeted after a renewal applies ion has been filed and there has been no dmp in the aplicable buildIng code mpdvdy affecting dm pedbusance of this pr+odocL IIRMINAIM of this NOA will occur after the Ica date or if thme has been a revW n or Mtge in tite use, and/or masuMichm of the product or prod. NUme of this NOA as an eadmmumt of any product, for sales. advatisingormy odwpoposes shall aummadcAy termindeddsNOA. Failure to comply with any sew of this NOA shell be cause for terminarm and removal 4140A. Al?V nimm . The NOA number pueded by the words munnia& County. Florida, and foilowad by the esphillan date, may be diqAsyed. in advertising lid V any pordw of duo ARIA is dIsphP4 dm it shelf be dose in its may. IMWMNt A copy of dais entire NOA shall be provided to rho usrby the nwavftcbm or its diskiladors and shall be available for inspection at the, job ft at the request: of the Building Ofiicial. This NOAnnews N0A4JM4 W0 and con4sts of 1 1 through 31. The submitted dacvmneatatlan was reviewed by Frank Zlosga, IMC. �c is VP • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Memo Type: APP/SBS Heat Wald D o c k T y p e L • .... .... ... W o o d , N • • • • • • • • • . . • • . . . . . .. . . • . Dads . . . . • . . . . . "l, or plywoodorwoodpiintdech SYSIM.... Type T (1): 0. :0. ... .. Base mechanically .• • :.:: : :. • . �n . . • • • •• . • AN GmW and Sydow "apply. • • • . • • • • .. .. . ....... Base Ant OAFGLAS #80 Uhimarw Base Sheet, STRATAVtNii'®8 Tmoi Pebated Nailabl% RUMOR) Modified Base Sheer. RURNOID AilCB' Smote RUBEROWS 20, RUMOR) SBS 13w Weldu Smooth or RUBffiROID SBS UMWeld 25 base sheet medunicaW homed to deck as desedbed below, ti iom GAF42 ASO Ply 440, OAFGLAS Fin Plylu 6.OAPM AS 915 Base Sheet or any of above Base sheu aambed to deck with oppmved a=Ww ft shoot amts and tin cap at a bdenar spscing of 9" o c at the lap stenmd and in two rove W ox. in the fil. (Madhimes Desbn Pmtmme. 4:S'pd Sae Genod Lbsifts" A) GAPM ASO Ply 441 GAPC31AS Flex ftim 6. GAPM.AS 075 Base Shed at any of abon Base sheets attached to deck with Drill Tae (OAFMM% #12 or 014 Sc and r Plates 1r oc, in 3 rows. Onemw is in the r die lap. The o&w rows are equally spaced appcoxinody 12"" in the field of the sheet. Data hossum -0 Pd See GowdL ra im OAFDLAS Flax ftm 6, QAFGLAS #15 Base Shed or any of above Base slates attached to deck with moved ammler ft dm* aa0s and tin caps at a homer speft of it" ox. at the C lap staggered and is two rows p" osa in the Ad& (Modwass Da*n Pie -sZSp f$ See Crowd Lfinudian #7) OAFMAS 975 Base Shed or my of above Base sleets attached to deck with Del Tec (GAFnM 012 or #14 Scmvs and r Plates, l2" ox. in 4 mvs One mw is in the r aids lag. The oiler rows ase egaally spaced ap l! r oc. in the &M of the shy. (Muhum Dam Pressivo -Mpd See GwwW IAWtWon iM Any of above Base sbsfs aid to deck Wooed a nnalar rim sham; nags ad r Invested Dr01 Tec (OAFMM hwdedw plates at a farmer spacing of 9" o a at &e C tap sftgmd in two mm 9" in tha fief. (Afiadnium Duip homm a -a la} f, Sw Gmwd limit 4� CLUMAS 075 Bean Slam or my of abova Base sheer attached to deck wf& Dz&Tec (CWT= 012 m #14 Screws ad r Platm r ox. in 4 rows. One row is in flee r she lap. The other rows are y spaced r o c. in the &d of tM sheet flew: Prime 7Sp4 See &mwW Lfiaba&u 04 Ploy swwu (Optional except ova RUBBROID MaMed Base Sheet, RUBBROID MOP Smootk RUMOR* 2. RUBS SBS liar -Weklm at RUMOR) SRS Heat Weld) One or mwe plies t3APM AS PLY 44 OAPf3tAM PLY 60 Ply or OAF I.AS Flax Ply 6 sheet adheved In afull naffing of approved asphalt applied witIft the BVT range and at a rate of 2040 lbs.Jsq or Rn mvM Torch Smooth torch applied to s apltlitetiat .one. NOA Noe ° � ill6iAti Pa®e2�afS'� • (Opt anD bAbR cm of the Muhn=Dedglt Pkasom See Fameabg Ahwm • . ... . • • ... . . ... .. . .... WOOD DECK SYSTEM LDUTAT om: 1 A sip di is � with Ply 4 =d Piet Ply" Q • R; d • 'dam • • base amr ancbw shed . . .. . . . . a. �in = W D= Deck or % TypX 1 is • • • V. h m& a.* the wood decd. .. . . . •• ... •. GINERAL LawAT om. ''' • • • • n� 03�►�2_. "-%M'14:52 FAX 97362334131 a33S1 • • • . saw . V • • • •• r 0 00 OL sum 0 hi: _ •• • Wad June 20, 2002 • .. .. . ....... Mr. Michael J. Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 -3689 Our Reference: R1306 Dear -tar. Gada: This is in response to our c Onversation on June 20, 2002_ As discussed, the following rt,E, a� ,4yj,.erti tzKet� Cuss A ctkeria per ANSULZ790 based on existing fire test data- Deck. C -15/32 . Incline- 1/2 If anY questions arise on the above, please contact the writer . Very truly yours, Ilouglas C Miller En&mering Group I eader Fire Protectiol Division V1 np ded=ted to OWie "mV are, m m 4%W to gLaftwvt , Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 1/12/2006 Expires: 01/09/2007 Permit Number: RF- 1 -06 -71 Owner's Name: JOSEPH MURAWKA one: Permit Type: Roof Parcel #: 1132060134990 Work Classification: Roof - New Block: Lot Job Address: 372 103 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor DALEY ROOFING INC (305)7549892 Yes Comments: RE -ROOF 2 FLAT ROOF AREAS WITH MODIFIED REPAIR 6x3 FT AREA ON PITCHED MODIFIED ROOF Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential in consiaeration of the Issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $3.00 Education Surcharge $1.00 Notary Fee $5.00 Permit Fee - New Roof $250.00 Scanning Fee $6.00 Technology Fee $6.25 Total: $271.25 Building Department File Copy Applicant Signature Total Square Feet 300 Total Valuation: $ 4,850.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number Amt Due Amt Paid RF -1 -06 -23428 $271.25 .2 Total: !AN 31 PAID G- Ac_ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -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 description of property and street/address: _ iz OR 8I4 24192 Ps 3437; (fps) RECORDED 01/31 /2006 11:33 :29 HARVEY RUVINr CLERK, OF COURT MIAMI -DADE COUHTYr FLORIDA LAST PAGE 2. Description of Improvement: it b' f r.2 G''afr 3.Owner(s) name and address: )!� " &aos P("Tr41% �► ^ ` A � y Interest In property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Name and address: 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and 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) Print 01 Sworn 1 Notary Print Ni My,commission expires: of Owner 9 123.01 -52 PAGE 4 8102 Prepared by DI ' & /. ✓ v i lo. 1 . t Address r • {omminion # DD273065 F.x0MUNotay 007 STATE OF FLORIDA, COUNTY OF DADE ��,D COUNIy HEREBY CERTIFY that this is e o f the ay` cLesK mgrnal fried in rs office on � C 5T da of A C 20 U` 4A ' N/TNESS my hand and Of era eal. e iARVEY RUVIN, CLER f K, it and County Ccw is i09° sever �Qa 3y D.C. ®cot) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (30795 -2204 Fax: (305)756 -8972 Inspection Date: 04/19/2006 Inspector: Grande, Claudio Owner: MURAWKA, JOSEPH Job Address: 372103 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: EMERALD MASONRY CORP Building Denartment Comments Permit Type: Imported Permit Inspection Type: Fence Work Classification: <NONE> Phone Number Parcel Number Lot: 1132060134990 Phone: 305 - 754 -0042 FINAL FENCE PERMIT WAS PULLED BY PREVIOUS OWNER. NEW OWNER RE -NEW PERMIT TO BEING ABLE TO CLOSE IT. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 18, 2006 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue 1p Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 372 NE 103 Street 1132060134990 Miami Shores Village, FL clock: Lot JOSEPH MURAWKA Owner Information Address Phone Cell JOSEPH MURAWKA 372 NE 103 ST MIAMI FL 33138 -2433 Contractor(s) Phone Cell Phone HOME OWNER of Work: Exterior : zenful/octobeer mist/ ional Info: Acation: Residential zenfuVoctobeer mist/ Approved zenful/octobeer mist/ Approved Valuation: $ 600.00 Total Sq Feet 0 Code Comments: WALLS - XENFUL (LT. BEIGE) Color zenful/octobeer mist/ Denied Fees Due Amount CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $60.00 Technology Fee $1.50 Total: $67.30 I Total I Amt Paid I Amt Due I $ 0.00 $ 0.00 $ 0.00 Payment Type: r c V 1 Available Inspectlons : Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated April 30, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, April 30, 2007 c. > • j g_ PIP Q Inspection Worksheet .: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/26/2007 Inspector: Grande, Claudio Owner: MURAWKA, JOSEPH Job Address: 372103 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: HOME OWNER Buildina Department Comments Permit Type: Paint Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132060134990 Lot: WALLS- ZENFUL 1493 TRIMS- OCTOBER MIST 149 SHUTTERS, RAILINGS- BLACK TAR 2126 2 6 ZOOS Inspector Comments Passed Failed -E:I- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, September 24, 2007 Page 1 of 2 w- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL `�W Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/27/2007 2 it Inspector: Grande, Claudio Owner: PETROU, MICHELLE Job Address: 372103 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060134990 Lot: Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-0415 Buildina Department Comments REPLACEMENT OF 22 IMPACT WINDOWS Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, November 26, 2007 Page 2 of 2 Project Address 372 NE 103 Street Miami Shores Village, FL --------- - - - - -- ------------------ - - - - -- MICHELLE PETROU Parcel Number 1132050134990 Block: Lot: 372 NE 103 Street MIAMI FL 33138 -2433 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792 -4415 Type of Work: IMPACT WINDOWS No of Openings: 22 Additional Info: Classification: Residential Fees Due Miami Shores Village CCF 10050 N.E. 2nd Avenue Education Surcharge Miami Shores, FL 33138 -0000 : �« >s.•? Phone: (305)795 -2204 Project Address 372 NE 103 Street Miami Shores Village, FL --------- - - - - -- ------------------ - - - - -- MICHELLE PETROU Parcel Number 1132050134990 Block: Lot: 372 NE 103 Street MIAMI FL 33138 -2433 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792 -4415 Type of Work: IMPACT WINDOWS No of Openings: 22 Additional Info: Classification: Residential Fees Due Amount CCF $1.80 Education Surcharge $0.60 Permit Fee $320.00 Scanning Fee $15.00 Technology Fee $8.00 Total: $345.40 w NOV 0 6 2007 ;NIIAIv I SHARES VILLAGE MICHELLE PETROU Valuation: $ 3,000.00 € Total Sq Feet: 0 I Total I Amt Paid I Amt Due I $ 0.00 Payment Type: $ 0.00 ; $ 0.00 Available Inspection Type: Window Door Attachment Final Shutters In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 . Futhermore , I authorize the above -named contractor to do the work stated . November 07, 2007 Authorized Signature: Owner / Applicant / Contractor t Agent Building Department Copy Wednesday, November 7, 2007 1 i Miami -Dade My Home My Home ® Text only Property Appraiser Tax Estimator Summary Datails- olio No.: 11- 3208 -01344 one: 2 NE 103 ST LUC: CHELLE PETROU Buildin Value: FAMILY n 2 NE 103 ST MIAMI Floors: ORES FL Livin Units: 138 -2433 Property Information- Primary 1000 SINGLE FAMILY one: RESIDENCE LUC: 0001 R- SIDENTIAL- SINGLE Buildin Value: FAMILY BedsJBaths: 3 Floors: 75 52 Livin Units: $137,330 dj Sc 171 Footage: $25,000 Lot Size: 11,700 SQ FT Year Built: 1938 $112,330 MIAMI SHORES SEC 1 AMD Legal PB 10 -70 LOTS 3 & 4 BLK 37 Description: LOT SIZE 100.000 X 117 OR 5323 -2746 012007 4 Sale Information: le O/R: le Date: 1/2007 le Amount Iso Ed Assessment Information: ear: 2007 1 2008 Land Value: $396,159 324 Buildin Value: $188,590 150 Market Value: $584749 75 52 Value: $137,330 133,981 $25,000 $25,000 otat Exem tions: $25,000 1$25,000 axable Value: $112,330 1$108,98 Pagel of 2 �GTIYE TO >EI�7 A I > Digital Orthophotography - 2006 0 112 ft We appreciate your feedback, please take a minute to complete our survey. 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All rights reserved. 10/8/2007 kK R) hc.os -?e T%Zv CO -bq 3sx �9�1z G -b h 3'S X 1't 0 -.aq - Lt "l4 X -1s x 19(o'(11 Go L R 7K 34314 X S"6 �% ZS 2P�rr 35 X 5� 092E FA-k9 (S- n X Si' 12 3431it tK S5s1� I s 28 -3 t X S57 Z1'I2 � SC 'I `fi 313��t � s531� 3 0-1y x s R C �, L all OAS 0 ,1 1 A -b h Zi )of 2 111 34314 X S"6 �% ZS 2P�rr 35 X 5� 092E FA-k9 (S- n X Si' 12 3431it tK S5s1� I s 28 -3 t X S57 Z1'I2 � SC 'I `fi 313��t � s531� 3 0-1y x s R on� Alaw ij il i i ® s IMON o N W I N D O W S We make lasting impressions:" Date: Job: 1- 800- SIMONTON WWW.SIMONTON.COM 2 d aR i E i t i i • i E x f S z x • I• t _. ` Jill lot k • I i IrN La E 4 E ` 4 4 ZY 6� -'je 116L 4 - i E r • i F 1- 800- SIMONTON WWW.SIMONTON.COM 05/22/2007 - 10:19am jaclynr FA03 Elemerts110 Load ng\11 CalmMom%ASCE 7 -02L,FLB - ASCE 7-02 Pressure Charts 2004 FLORIDA BUILDING CODE & ASCE 7 -02 WIND VELOCITY =146 MPH DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'Cl INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES F) Z•rre 4 Roof T Area kGlgM n> 30 Height 10 15 1 20 1 25 35E 45 X30 - 56.7 -55.8 50.4 - 492 48.3 -47.6 -07.1 ' + 452 f +43.7 +43.1 0 -16 ft +48.5 +462 +44.4 +43.7 +43.1 +427 - 68.8 ►4 $ 48 -64.6 -51.1 - 49.8 48.0 48.3 -47.7 -4-( ,-40, 18ft +47.1 +46.9 +45.0 +44.3 +43.7 +4J. *fZ9 4426 +4?2 +422 -$2 4 -51.1 602 -49.6 - 48.8 - 48.4 -48 0' rI` " + 7.3 18 ft +48.3 +47.0 +48.1 +45.4 +44.8 ;+44.3 „+�.8. .�- +43.2 - 88.1 53'5 - 522 - 51.3 -5X1.6 50.0 f 48FS t T -�1I.4 20 ft +48.1 +47.1 +46.4 +45.8 +453 #448 Al +44* X14.2: - 82.8 �'S b3 3 524 -61.11 -51.0 -50.6- - 0.1 49. 48.4' 22 ft +60.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 -60.3 -NA -54.3 -53.3 -628 -52.0 -51.5 - 61.0 -W.8 -50.3 24 ft +46.3 +45.8 59.8 -67.1 -85.1 - 83.8 - 42.4 4:: - 804: +51.3 +49.9 +49.0 +482 +47.8 +47.1 +46.7 +46.3 +45.9 +4Z i - 58.8 - 552 - 642 -53.5 - 529 -523 51.8 51 5 51.1 26 ft +62.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 - 57.5 -58.1 -55.1 - 54.3 53.7 -532 -52.7 -523 -51.9 28 ft 81.5 -W.7 30 ft 463.8 +62 3 461.3 +bBft r1r49.5 i4- +53.0 +51.6 +50.8 1 +49.8 +492 +48.7 1 +482 +47.8 +47.4 `82 3 - 58.3 - 58.9 -56.9 - 55.1 -54.5 - 53.9 -6&5 -53.1 -52.7 30 ft 34ft -73.9 -71.0 1 67 �88OH Ala: @Ci s 24 +53.8 + 523 +51.3 +50.8 +49.9 +48.4 +48.9 +48.5 +48.1 -74.8 -59.1 57.7 58.7 -55.9 -5552 .54.7 542 -553.8 -53.4 3211 +64.5 +53.1 462.0 +51.3 +50.8 +50.1 +49.6 +482 +48.8 -70A -59.9 -58.4 -57.4 -56.8 - 55.9 -55.4 -54.9 -54.5 -54.1 34 ft +552 +53.7 4527 +51.9 +51.3 +50.7 +502 +49.8 +49,4 +51.9 -W.8 -59.1 58.1 57.3 56.6 - 58.1 55.8 - 55.1 -54.8 361t 1+65.9 -65.3 +54.4 +53.3 +626 +61.9 +51.3 +60.8 +60.4 +50.0 - 61.3 59.8 58.7 57.9 -67.3 58.7 582 -55.8 56.4 38 ft -77.3 -742 -721 -70.4 -59.0 57.8 58.9 -N.0 -852 42 ft +W.5 +55.0 +54.0 +63.1 +62.5 +51.9 +51.4 +51.0 +60.8 -78.0 -620 4XL5 -58.4 -58.8 -57.8 -57.3 -58.8 OP 4 -68.0 40 ft +57.1 +66.8 1 +64.6 +63.7 +53.0 4-625 +5 -78.8 , il .. -73.6 -&L6 51.1 -60.0 - 592 -58.6 47-fi +58.8 +67.3 42 ft +67.7 +682 +58.1 +54.3 +53.8 -79.5 -78.3 -74.1 -724 -71.0 -69.8 532 -61.7 -W.8 - 59.7 -69.1 -58.{* q., +S , r +54.6 44 ft +68.3 +68 7 +55 7 +64.8 +54.1 -74.8 +52 - 70.4 fi4 58.6 -M8 -823 512 �.3 -69.6 TI �- 48 ft +58.8 +57.3 +682 +55.3 +64.8 +84.0 +6&S x527 +63.6 54.4 52.8 51.7 -60.8 -W.1 -P J6 - 0 -582 ft +58.4 +57.8 +58.7 +65.8 +55.1 ,+04 '.4044, +54.0 4w' - . 4K.9 53.4 -62.2 -61.4 -60.7 -60. 1„x-58 +6 E , 60ft +69.9 +5&3 +572 +58.3 +55.6 +55.1'454.6 -82 -7 +S3.6 -71.8 • - - 85.5 53.9 -828 51.9 512 50.6 -60.0 58.6 592 52 ft +66.8 +65.3 +64.9 j-U3 jj� d.0 -77.7 -75.9 -74.4 -732 -721 +80,4 +58.8 +67.6 +68.8 +58.1 +65.4 +54.8 +54.6 +54.0 58.0 54.4 -83.3 52.4 51.7 51.0 -60.6 -60.1 59.6 54 ft 1+60.8 + 592 +58.1 +67.2 +68.5 +56.8 +55.4 +54.9 +54.5 488.6 54.9 - 83.7 529 -62.1 51.5 51.0 50.5 -60.1 ft +61.3 +89.7 +58.5 +67.7 +66.9 +68.3 +65.8 +66.3 +54.8 57.5 -6&8 -64.7 53.8 -63.0 524 51.9 51.4 51.0 60,t + 822 +80.6 +59.4 +58.5 +57.8 +57.1 +66.8 +5 &1 +65.7 EXTERIOR ZONE 5 PRESSURES Mean DEMGN PRESSURES M - Zwm 8 Foe Tdbitm Area F kGlgM 10 1 15 20 1 26 30 35 40 1 45 1 50 0 ft $2 2 -59'8 -68.0 - 56.7 -55.8 54.8 53.8 53.1 -52 6 -15 +46.6 + 452 +44.4 +43.7 +43.1 +427 +423 +41.8 +41.6 -53.1 -0.6 - 68.8 -57.5 -503 - 55.4 -64.6 -53.9 d32 aB ft DESIGN LOADS FOR +47.1 +45.9 + 45.0 +44.3 +43.7 +43,3 +429 +425 +422 -84'6 42.1 -W.3 58.9 -57.8 - 56.8 - 56.9 -862 -54.5 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 f - 88.1 - 63.5 -61.6 -602 - 59.0 -58.1 -672 56.4 55.8 +49.4 +48.11447.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 -67A '64'8 - 82.8 -61A -502 -592 -511.4 -57.6 -68.9 22ft +50.4 +49.0 +48.1 +47.4 +46.8 +48.3 +45.8 +45.4 +45.1 :K -88.0 -64.1 -82.8 51.4 -60.3 -NA -88.7 458.0 241t +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.8 59.8 -67.1 -85.1 - 83.8 - 42.4 4:: - 804: _ -59.Q_ -58.8 26ft +52.2 +60.8 +49.8 RIMS4, +4j 8 +4Z i ":, ,i +46.7 -70.9 -682 - 88.2 28 ft +53.0 +51.6 +50.8 92 ` 47.8 +47.4 -720 882 -87.1 8 B �3 81.5 -W.7 30 ft 463.8 +62 3 461.3 +bBft r1r49.5 i4- b +48.1 -73.0 -70.1 - 68.1 -66.5 2 84 j;_' 831 `82 3 41.8 32 ft +54.5 +53.1 +520 +51.3 +50.6" i" +49.6 +492 +48.8 34ft -73.9 -71.0 -58.8 67 �88OH Ala: @Ci s 24 +552 +53.7 +527 +519 ±5;i + d7` i +582, 549 "49.4 -74.8 -719 -59.8 ;-85 & $ L.; -B+I3 , ._i.9 -53.1 36 ft +56.9 +54.4 +63.3 +52.5 +51.9 +51.3 4-50.8 +50.4 +60.0 -75.7 -727 -70A 4M9 -67.6 - 88.5 55.5 -84A 43.8 38 ft +66.5 +56.0 +54.0 +63.1 +626 +51.9 +61.4 +51.0 +50.6 -76.5 -73.5 -71.3 - 89.7 -68.3 -672 -882 -65.3 54.6 ft +67.1 +55.6 +64.5 +53.7 +53.0 1 +62.5 +520 +51.8 +51.1 -77.3 -742 -721 -70.4 -59.0 57.8 58.9 -N.0 -852 42 ft +67.7 + 562 +55.1 +64.3 +53.8 +53.0 +625 1 +52.1 +61.7 -78.0 -75.0 -728 -71.1 -69.7 58.5 -67.6 - 88.6 58.8 44 ft +58.3 +56.7 +66.7 +54.8 +64.1 +53.5 +63.0 +62.6 +622 -78.8 -76.7 -73.6 -71.8 -70A 592 -682 57.3 58.5 4611 +58.8 +67.3 +5621+55.3 +54.6 +54.0 +53.5 +53.1 +62.7 -79.5 -78.3 -74.1 -724 -71.0 -69.8 58.8 57.9 57.1 'p +59.4 +57.8 +58.7 +55.8 +65.1 +54.6 +54.0 +53.6 +63.1 -802 -77.0 -74.8 - 73.0 71.6 - 70.4 59.4 58.6 -67.6 ft +59.9 +68.3 +572 +58.3 +65.6 +55.0 +54.6 +54.0 +63.6 -80.8 -77.8 -7 54 -73.8 -722 -71.0 -89.9 58.0 -582 52 ft +BOA +58.8 +57.6 +58.8 +58.1 +55.4 +54.9 +54.5 +54.0 4w' - . - •0 -7j • - 8 -71 70.5 - 89.6 -88.7 54 ft +80.8 +592 4p +58A 4p +81F.2 • +558.5 +55.9 1 +56.4 +54.9 +64.5 -82 -7 - 6 -71.8 • - -72 -71.0 -70.1 �.3 58 ft +'899 +586 +579 +88.9 +Sii +66.8 +65.3 +64.9 j-U3 jj� d.0 -77.7 -75.9 -74.4 -732 -721 -71.1 -70 3 ft 80.8 +69.4 +58.5 +57.8 +67.1 +58.8 1 +56.1 +55.7 • • MRH =0-60'! BASED ON 0.85 SEE 7ABLd :SP S FOR ALT d INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO,8EPICf THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL iTIOPI OF ANY.U14KNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CPNOITIO REM } 'f WITH THESE TABLES. 2. FOR SITUATIONS rm TLBLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VEpI LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES ,V ITR GS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID F CaPf&. REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHALL BE PERF0RMED3BY, '.$E[E SPECIFIC CONDITION. S. IDENTIFY THE dUI fg1d" GOOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIEEV p Pi00F HEIGHT. 6. ALWAYS ROUND UP ROOF% TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. �9 "''y 7. CALCULATE �F[E?,TIt4B, T I Y A Q �PEIVING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MUL 1P B IAN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THt4pAN IINGTi lrmR" 13). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VAUD AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VAUD WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND. GUST (WIND VELOCITY) FOR A CATEGORY II F.I.O. ERAL RESIDENTIAL. & C01+jMERL IAt CTION) USING AN IMPORTANCE FACTOR i THESE TABL(TURTISE. FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACT L� g T RI} 4IN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. I SI ALP ENT (GCpl= +/-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd N�CTOR) WITH LOCAL BUILDING DEPARTMENT. HVH2 =HIGH VELOCITY I� Ta� ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL �F°liiTl .RE ORDINANCES. 6. NO CERTIFICATION-, FEREo' S THE -i11FtwRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY-046 jJ ,i dEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED 8= 10% OF LEAST, i1NTAL DiR1lrI+IS3flN 0h 40 OfgNitH, PEAK ROOF WHICHEVER IS S jCli nw , C3%O�a OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 : "[!SE ZOIV�11 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF ,a,,-,_ aa�VE HEIGHT ROOF HEIGHTT 5 I s /��Sy 13"A N SO SO WALL ZONE FIGURES �� C ENC31NEERINC39 '4 xl ul t& EXPRESS 0 o,r- 160 SW 12th AVENUE, #106, DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 ^ WWW.ENGEXP.COM CERT OF AUTH #9888 A FRANK L BENNARDO, P.E., INC. INNOVATION < I s RlTWUE L RD wl! •2004 kdk-DA.4. EAJILDING CODE • • • • • • • ACE 7 -02, MRFi = 0 - 60 FT Fi _ zi DESIGN LOADS FOR - 'fIW00p9EM181{@PROCRPWFFW=ffW •.• • • • CQNRONENTS*&CLADDING y O R5RW114907YMtl. EORPNRWIOgUfWPIf18VCOt19BlrOFtWOD tLVAIm0.P8A10FFRW TBE (L • • • 000 • • • Z M3KVoaPA"AL7 a7mS+s.Am=M=Mn mnas00MUMARENOrPWIm87ANDRfPI m,0R0nM MQRCEffM t • • • • • • • • • • ENC31NEERINC39 '4 xl ul t& EXPRESS 0 o,r- 160 SW 12th AVENUE, #106, DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 ^ WWW.ENGEXP.COM CERT OF AUTH #9888 A FRANK L BENNARDO, P.E., INC. INNOVATION < ak Z. �M rr Q .. .:. CY. .. v..' :: �" £ =i -:.� .,.. hv_ih'i •v. '*✓J"^ '• -is - �..- __.eE`.. �, D :R;� a :.2fn. MAE 3;,: xw- fi-h PETROV-KYWACOS 21503 DAVID LEAL M/AM/ SHORES 10/30/07 26 $23 970.00 �r .w �. • � .,..E .3 � k � ,fg � �= SOLAR -E WA WA WA INSULATED IMPACT N/A SIMONTON KITCHEN 35.00 39.50 DH WHITE DINING 35.00 56.00 DH WHITE SOLAR -E WA N/A N/A INSULATED IMPACT N/A SIMONTON DINING 35.00 55.75 DH WHITE SOLAR -E WA WA WA INSULATED IMPACT N/A SIMONTON DINING 37.00 56.00 DH WHITE SOLAR -E WA N/A N/A INSULATED IMPACT N/A SIMONTON DINING 36.75 56.00 DH WHITE SOLAR -E NIA 63.00 N/A INSULATED IMPACT N/A SIMONTON LIVING 37.00 56.25 DH WHITE SOLAR -E WA WA N/A INSULATED IMPACT WA SIMONTON LIVING 37.00 56.25 DH WHITE SOLAR -E N/A 63.00 WA INSULATED IMPACT WA SIMONTON BED1 32.00 56.00 DH WHITE SOLAR -E WA N/A N/A INSULATED IMPACT WA SIMONTON BED1 32.00 56.00 DH WHITE SOLAR -E WA 63.00 WA INSULATED IMPACT N/A SIMONTON BED1 49.25 56.00 DH WHITE SOLAR -E N/A N/A N/A INSULATED IMPACT N/A SIMONTON ' BED1 50.50 57.00 2LR WHITE LOW -E XO WA N/A INSULATED IMPACT OK PGT BED2 35.00 56.00 DH WHITE SOLAR -E N/A N/A WA . INSULATED IMPACT OK SIMONTON BED2 26.50 56.00 DH WHITE SOLAR -E WA 63.00 WA INSULATED IMPACT OK SIMONTON CLOSET 26.50 56.00 DH WHITE SOLAR -E N/A N/A WA INSULATED IMPACT N/A SIMONTON BED3 35.00 55.75 DH WHITE SOLAR -E WA N/A N/A INSULATED IMPACT N/A SIMONTON BED3 36.00 57.00 CL WHITE LOW -E LEFT WA N/A INSULATED IMPACT OK PGT BED3 35.00 55.75 DH WHITE SOLAR -E N/A N/A N/A INSULATED IMPACT N/A SIMONTON BALCONY 31.00 55.00 DH WHITE SOLAR -E N/A N/A N/A INSULATED IMPACT N/A SIMONTON BATH2 28.00 37.00 DH WHITE OBS N/A N/A N/A INSULATED IMPACT N/A SIMONTON BALCONY 31.00 55.00 DH WHITE SOLAR -E WA WA N/A INSULATED IMPACT WA SIMONTON CLOSET 1 35.00 55.75 DH WHITE SOLAR -E N/A N/A WA INSULATED IMPACT N/A SIMONTON . BED2 32.00 55.75 DH WHITE SOLAR-E • • • WA N/A INSULATED IMPACT N/A SIMONTON RIME . IREADY TD FUND GE NON -• • NO HOA-S F H • L IN • ' : : INE4&5 6&7 U9.13&14 MULLED TOGETHER ... . ... . . . f 11G ORDER SUPERVISOR: DATE ORDER ADMINISTRATOR: DATE VI PERMIT SUPERVISOR: .... ....... DATO : :.: : : . : PERMIT ADMINISTRATOR: DATE . . . . . . . . . . NOTICE OF ACCEPTANCE (NOA) www•buldingcadeonlinecom Simonton Building Products, Inc. dba Simonton Windows One Cochrane Drive Pennsboro, WV 26415 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building C, cluIii Vel • Series 300VL Stormbreaker Plus White PVC Double Hung Window — L.M " ":' APPROVAL DOCUMENT: Drawing No. DA0003, titled "Stormbreaker Plus VinyTDouble HprW indow•...:. NOA", sheets 1 to 8 of 8, dated 01126107, with revision #3 dated 511107, prepared bx �kturer, signed and sealed by Charles A. Pagen, PM., bearing the Miami -Dade County Product ContW1 F,evision staxV with the Notice of Acceptance number and expiration date by the Miami -Dade County P&duct tontrdlOr ision. MISSH.E IMPACT RATING: Large and small Missile Impact Resistant •' ; ": • • : • : LABELING: Each unit shall bear a permanent label with the manufacturer's name 4;IP56 city, state and following statement: "Miami -Dade County Product Control Approved ", unless othedvis8 rioted her . RENEWAL of this NOA shall be considered after a renewal application has been f4ed Ad there WlSeen no change in the applicable building code negatively affecting the performance of this product. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 040421.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ...... gjuaze-�.Augulf �03,. Expiration Ap proval Date: June 7, 2007 Page 1 • 't Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No DA0003, Sheets 1 through 8 of 8, titled "Stormbreaker Plus Vinyl Double Hung Windows NOA ", dated 1/26/07 with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of PVC double hung window, prepared by Architectural Testing Inc., Test Report No. ATI- 0148833.02 dated 04/14104, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F.DC -2.004, dated 1/26/07 and revised on 5/11/07, prepared, signed and sealed by Charles X0 .... 6 0 . . Pagen, P.E. .. :606:6 66 Complies with ASTM E1300 -98 60 6 0 0 0 • 6666:. . 6666.. 666660 D. QUALITY ASSURANCE 0 ..... • • 1. Miami Dade Building ode Compliance Office CCO . 0000 • • 6 • g P� � } •••• 6666. O.K. 6666 6666.. � . . • • • 6...66 E. MATERIAL CERTIFICATIONS 6666 • 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. fcC "S�" x IIIG'odated 01/08/04, expiring on 05/21/06. 6.6 0 • :0-00: 6666.. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeN"nao n fof "iZu out . Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0421.03, issued to Simonton Windows for their Series 5500 Storm Breaker PVC Double Hung Window, ap oved on 08/05!0 expiring on 08/05/09. WAn 14— Manuel ME; Product ControNOA No. Expiration Date: August 05, 209 Approval Date: June 7, 2107 E -1 I A w " - w I n n a w I 1 COCHRANE AVE- PENNSBORO, WV 26415 PH. 800 -426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOWS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE'HVHZ' OF FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE PROPERLY ENGINEERED AND ANCHORED TO TRANSER LOADS TO STRUCTURE AND THE INSTALLATION IS TO BE REVIEWED BY BUILDING OFFICIAL 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. & INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED SHUTTERIEXTERNAL PROTECTION DEVICE. 6. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS SHEET# DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS GLAZING DETAILS 4 VERTICAL & HORIZONTAL CROSS SECTIONS 1 5 ANCHORING LOCATIONS 8 BILL OF MATERIALS & COMPONENTS 7 COMPONENTS 4 53" OVERALL FRAME WIDTH 46.13° MAX. D.L.O. Q m to of = co 0 W cs ! �Q 1 cq in n c m- 53'X 71" DOUBLE HUNG WINDOW 1" INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR ••• • • • • • • • • • • • • • • • • • RiV1SM REV. BMW= BRIE Br 0N I METHOD gHEET 4& R 1/22/07 GLS 2 TO 300VL !HEEr 1 3/26/07 GLS 3 ADDED 7) 511/07 GLS 37' OVERALL FRAME WIDTH 30.13° MAX. O.L.O. d = m W m m 0C 2 /�/ m h C 3 m 37"X 76" DOUBLE HUNG WINDOW 1" INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR CHARLES A PAGE". FL. REG. E -A 49121 a A B i � m N B 4 1 MMCAI CROSS SECTION 53 x 71 DOUBLE HUNG W/ STEEL. REINFORCEMENTS 4 e tsi a3 x R nl a;m nis z dc4 N h REV= REV. DESMpm 841E if • • • 2 i ROSS SECTION GLS 2 37' x 76" DOUBLE HUNG 2 NG M W/ ALUMINUM REINFORCEMENTS GLS $ k N 1, 5/1/07 GLS 15 .825" INTERIOR GLASS BITE • • • • • • • • • • REV= REV. DESMpm 841E if 1 ADDED TAPCON IX INST 1/22/OT GLS 2 NG M 3/28/07 GLS $ k N 1, 5/1/07 GLS 15 .825" INTERIOR GLASS BITE 1 1/8" ANNEALED B .100" PVB 1/8" ANNEALED AIR SPACE '� 1/8" TEMPERED 18 9 SPACER EXTERIOR GLAZING DETAIL W /DUPONT LAMINATE 15 625" INTERIOR GLASS BITE 1 1/8° ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 3/16" TEMPERED 18 9 SPACER EXTERIOR GLAZING DETAIL W /DUPONT LAMINATE p�pBV� �ss�6r•iNrBBwib a U LARGER THAN 37" x 76" USE STEEL REINFORCEMENTS. OSIMONTON wls s • : s A�NM CHARLES A. PA P.E. +8 FL. REG. EN�G+. 9121 DATE' r`f {1, b% n� Elm LIM 25" MAX 53" OVERALL FRAME WIDTH 25° MAX SHIM SPACE SHIM SPACE 22 7 41 37 3 ( 11 INTERIQS 15 19 (} f• 4f., • i• � I ► 's 19 4: ... 4 , 1.5" MIN. 1.5" MIN + EMS. 1�_1i0RIZONTAL CROSS SECTION EMB. 3 WITH STEEL REINFORCEMENTS 25" MAX. 3Y OVERALL FRAME WIDTH 25" MAX SHIM SPACE SHIM SPACE 22 • . 7 41 28 3 : �i t t IlIQ6 M . 19 ►1 i ► 19 ' ►' 17 14 11 9 • • .i.i 18 •• ••• • • • L • • • • • • • • • • . • 1.5" MIN. • • i i i • 1i5 SQN• • EMS. • • •• • • •• WITH ALUMINUM REINFORCEMENTS goo *as s • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • •• •0 •• • i •• • •i• z , NEOW 1 AWED DI D 2 B WEANNNAM—E 3 ADDED S LS B do 15 .825" INTERIOR GLASS BITE 1 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 1/8" TEMPERED 9 SPACER EXTERIOR GLAZING DETAIL W /SOLUTIA LAMINATE 15 .825" INTERIOR GLASS BITE 1 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 311V TEMPERED 9 SPACER EXTERIOR GLAZING DETAIL W /SOLUIA LAMINATE UNITS LARGER THAN 37" x 78" USE STEEL REINFORCEMENTS. CHARLES A. PAG FL. REG. ENG # DATE: ONE BY 22/07 GLS 28/07 OLS 1/07 GLS =in nm I �x4s 71 O BLE HUNG W/ STEEL REINFORCEMENTS m 0 dale ••• • • • �. + "• ...d.. -.r. • It INSTALLATION OD 4 & 1/22/07 GLS • Sm ETI G NAME FROM 3/28/07 GLS • •• • • • • • • • • • • • •• •• •• • •• • • • • • L—&) =CAI ;MSS SECTION x 78 DOUBLE HUNG i i W ALUMINUM REINFORCEMENTS i i• •• • • • • '000 • ;eo 040 ••• • • • • ••• • • • • • • • • • • • • 1 REVZW REV. a Dha It INSTALLATION OD 4 & 1/22/07 GLS 2 Sm ETI G NAME FROM 3/28/07 GLS 3 ADDED SYbIBO! S 8 NO 1' 8 /1107 GLS CHARLES A. FL REG. Et, DATE' wig 4 e 3 B 1 0EVIS3NIS • BY IBEX BATE SHIM SPACE- 53" OVERALL FRAME VADTH 25 1 AD IN 1/22/07 GLS SHIM SPACE REw G NAME FROM _ 25 2 M& 09-INE 1 3/25/07 GLS 7 3 S 1. 3 8 8/1/07 GLS IT41 B qMIN. 3 118 1.25" MIN. 18 1.25" EM& EM, / 71 HORIZONTAL CROSS SECTION WRH STEEL REINFORCEMENTS 25" MAX. SHIM SPACE 37" OVERALL FRAME YADTH 25" MAX. SHIM SPACE 5 8 3 11 1NTE@IQ6 i • .� �. VaBDUCi' ReYE98Y . neas�wiiY1M'PIsrBY A coo •�aBk• "0 G R t •�> 19 i ••i i i i i i a: 14 8 8 •• •i i i i i i•i • .� . 1.25° MIN. 1.25" MIN IT EM8 L «— HORIZONTAL CROSS ES CTION �qg, � w D ilwa NATH ALUMINUM REINFORCEMFaM'S 0:0 • • • w 2 x too a s � • • • i CHARLES A. P sae ®5.8 sego app � x/ • • • • FL. REG. EN' r9il 707 DATE: om 4 N• 3 • ••• • B 1 • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • RLY m3cRw= VIE SEE NOTE 2 1 oN n 5° 43° 5° METHOD N&GI NAME 500 1/22/07 2 SERIES TO 300VL (SHEET 1) 3/26/07 3 ADDED SYMBOLS & NOTES (SHEET 1.6 IS 7) S/1 /07 SEE NOTE 2 B Q 9 u' .5° 9,50 SEE NOTE 1 /� Q *I ® OR@ !6 SEE NOTE 1 ® OR SEE NOTE 1 2® R 9.5" 9.5° R S fD 3 // SEE NOTE 2 1 Ui SEE NOTE 2 ao ©OR®3' � ANCHORING LOCAT10N5 SINGLE WINDOW nwapbiftlw 53 °X71° 1. FASTENERS ARE LOCATED IN INTERIOR TRACK. ' • • • • • • • • ANCHORING LOCAI7O • • • • • • • • • • R SINGLE WINDOW 2 FASTENERS ARE LOCATED IN EXTERIOR TRACK. • • • • • • • • • � 37' X 76° •• ••• •• • • • •• 3. USE ONLY DADE COUNTY APPROVED FASTENERS AND , SHIMS. SIMONTO 4. THE WOOD SCREW, TAPCON & SHEET METAL SCREW • • • • • • • • • • w I a • • w R i FASTENERS ARE ALL LOCATED AT THE SAME WINDOW • • • • • • • • • LOCATIONS. THE SAME NUMBER OF FASTENERS ARE USED • • i i • • • • i i • • • ENGP �2� me —6'8 FOR A GIVEN WINDOW IN WOOD OR CONCRETE STRUCTURE • • • • • • • • DATE / O, ® Y 4 3 • • z 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A B B no BILL OF MATERIALS ITEM DESCRIPTION MATERIAL T COMMON RAIL VINYL -SIM IN FT RAIL VINYL- IM INC 3 EQUAL GLASS STILE VI - IM INC IVINYL-SIMEX,INC. 4 LIFT RAIL S HEAD INSERT - 6 STILE VINYL-SIM INC. 7 2 X 4 INNER WOOD BUCK WOOD 8 1 X 4 INNER WOOD BUCK WOOD 9 1 GLAZING BEAD 10 FOAM TITE C -FOLD BY AMESBURY GROUP FOAM 11 FIN WEATHERSTRIPPING .250 FOAM 12 MM BULB CTOP RAW BY AMESBURY GROUP FOAM 13 SCREEN TRACK INSERT 14 SILICONE CAULK SILICONE 15 GLAZING COMPOUND NATIONAL STARCH 16 SILL VINYL -SIM INC. 17 #10 X 3 SHEET WET—Al SCREW STEEL 18 FIN WEATHERSTRIPPING . 10) 19 1 INSULATED IMPACT RESISTANT GLASS GLAZING DETAILS SHEET 2 AND SHEET 3 GLASS 20 KEEPER LOCK SET 30219 BY TRUTH 21 LOCK RAIL VINYL -SIM INC. 22 #10X 3/ 8 SHEET METAL SCREEN STEFl 23 1 4° DIA X 3 314- TA PCON ANCHOR STEEL 24 EXTRUDED VINYL DOUBLE HUNG HEAD AMB VINYL -SIMIX INC. 2S 1W DIA X 3 4 TAPCO ANCHOR STEEL 26 SCREEN _ 27 REINFORCEMENT 16107 ALUMINUM 28 REINFORCEMENT 56TO9 ALUMINUM 29 REINFORCEMENT 60911 AL MINUM 30 REINFORCEMENT 56110 ALUMINUM = FIN WEATHERSTRIPPING .340 FOAM 32 FOAM TITE LB BOTTOM RAIL SI BY AMESBURY FOAM 33 FOAM TITE FRAIV E .l 80 HEAD INSERT BY AMESBURY FOAM 3T_ TIT LATCH 75825 BY ASHLAND - 35 OFFSET PIVOT BAR 12985 BY ASHLAND 36 REINFORCEMENT 6111 ALUMINUM 37 REINFORCEMENT DH78 79 $TEFL • • • • • 38 REIN RCEMENT DH75 STEEL 39 REIN FORCEMFM ST-439 STEEL • • • 40 REINFORCEMENT DH76 STEEL • 41 SHIM WOO 4 REVM= Bev ammum N MTE eT 1 ADDED TAPCON IX-INSTALLATION 5 1/22f07 0LS USED TING FROM SpEm 3 ET 1 3/28/07 GLS 3 ADDED SYMBO & NO 1, 5/1/07 ms 3 � B 1.535 1.535 (D EQ EQ1.535 CO/N DH 75 O O UAL GLASS N DH P/N DH79 D a{ P/N 78 3 m S 1.555 o 1.535 ° 1.535 RAI 0 P/u N RAIL O HEAD INS 1 �g P/N KEEPER 3 d a O M m C4 33.250 O 11 am 24 DOUBLE HUN NG 18 P/N DH73 G P/N B78 pf Wcr owww"WAsoork" A • • • • • • ! Dees •• • • • • ►�/�'�� 1.807 --� RMOMN 11 OA" • • • w ••• *t••OM! • • • : • • ./N DH,'1P : CHARLES A. PA P.E. ws • • • 7 8 • i i • • • • • • • • FL REG. ENG. /I 9121 FIT • • • • • • • DATE: rif /f A � • • • • • • • • i i•••i i i • • • • B A A0/L4�d Aev, DEsmamm WE Of 1 ADDED TAPGON 1X INSTALLA71ON 1/22/07 GLS 2 KETING NAME 3/26/07 GLS 3 AD OLS & N07 ES SH 1, 5/1/07 GLS 11 2�50" E!N FOAM TITE C –FOLD WEATHERSTRIPPING d d FOAM TffE TOP RAIL 10 BOTTOM RAIL 18 WEATHERSTRIPPING 12 BULB SCREEN TRACK B O WEATHERSTRIPPING 31 •340 � O WEATHERSTRIPPING 13 INSE WEATHERSTRIPPIN 1 k4 p, 48 REINFORCEMENT 16107 g a 27 P/N DH76A 0.748 p 796 ALUMINUM 6063 –T5 0.647 0 .062" WALL t p 748 ci 0.315 28 BEINF RC DH9A 6109 29 Rq�UMINUM 6063–T5 91 30 REINFORCEMENTA 6110 32 FOAM TITTEEI�BOTTOM 33 FOAM INFRAM 180 ALUMINUM 6063 –T5 .062" WALL ALUMINUM 6063 –T5 SILL BULB .062" WALL .062" WALL rn Do w m n o M 0.748 c 0.748 c 0.750 0 0. 33 0.453 0.275 4-0.171 0.250 36 REINFORCEMENT 56111 37 REINFORCEMENT DH78 /Z REINFORCEMENT DH75 39 REINFORCEMENT ST -439 eQOnacvnevar>a P/N DH75A 16 GA H.Q. GAI V 0-90 16 GA H.D. GALV G -90 16 GA H.D. CALV G -90 am,.wwlrrtA� ALUMINUM 6063 –T5 A .062" WALL n •� • • • i i • • • i i • • •9 p 0.157 a• •i i i i i i•i •• m clod ® REINFORCF� • • Soo CHPRLES A. P G N." P.E. ® Fn FL. REG. ENG. pp9121 16 GA H.P.- GAiV Z -90 • i i i • i • ' _ i • oATEi X51 n 7 � • • • • • • • • • • • •• •• • • • •• •• OV ••• • • • ••• • • MIAMI• MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildinacadeonline.tom PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Floridaj3uil4ing 0000.. Cod Hurricane 7on sees • • ESCRlPTION: Series HR oll dow :0 0 0; 0 •. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal RoUCI.Vhdow, mpre, • • • • sheets 1 through l l of 11, dated 02/28/06, prepared by manufacturer, signed and sealPAby RobeAL. Clark, s • • • •; P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notes of Acc*an& number and approval date by the Miami -Dade County Product Control Division. • • • • • • • • • • • • • • .. .. .. . 0000•• MISSILE IMPACT RATING: Large Missile Impact Resistant 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's nam3 orlolo, city,.Jate and ....;* following statement: "Miami -Dade County Product Control Approved ", unless othpe v* noted%mm • • • • RENEWAL of this NOA shall be considered after a renewal application has been fated and th&8% been ' ' no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture, of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. c(l(f 0000 OA No 06- 0405.06 Expiration Date: Decem er , Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858 and FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, Fff Complies with ASTM E1300 -98 and 02 0000.. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office CCO) . 0000 0000 . . 0000 0000 •000• E. MATERIAL CERTIFICATIONS 0000.. 0000 00 • • 00.. 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DleNeanburs fbio"Mpont .... :0 Butacite PVB Interlayer" dated 01/05/06, expiring on 12 /11 /1Q!-•;•; • 00 0000 . 0000.. F. STATEMENTS "" • 1. Statement letter of compliance, and no financial interest, dated Nlanlh 30, - M,�igned and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. Gaston, P.E. Vchief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. SM(' LAW CONSISTING OF (2) UTES OF 1/6" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFL.E)WXEPSAFE MAXIMUM PVB INTERLAYER B. S1(' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5116' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUDWJEPSAFE MAXIMUM PVS INTERLAYER D. 711 B' LAN CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER E. 71W LAM] CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE O= 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7116' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SMIMUKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. I GLAZING DETAILS ............ 2 G. 13116' LAN IS: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS, 5116' OR 318' AIR SPACE AND 5116' LAN CONSISTING OF (2) LITES OF 116' ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS . ................. _. 4 VERT. SECTIONS ............. S H.13116' LAMI IG: (1) LITE OF 118' OR 3118' ANNEALED (MIN.) GLASS, 5/181 OR 3V AIR SPACE AND SI1G' LAMI CONSISTING OF (1) LITE OF 10 ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS .......... 5 OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS UST......... _._._...... 6 EXTRUSIONS ....... _....__.. 7 1.13M6' LAMI IG: (1) LITE OF IV OR 3118' ANNEALED (MIN.) GLASS, 5116' OR 318' AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLE)II(= EPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE........__.._.... B-11 J.13MG' LAM[ IG: (1) LITE OF 1Ar OR 3M 6' ANNEALED (MIN.) GLASS, 3M6' OR 1/4' AIR SPACE AND 7116' LAMI CONSISTING OF (2)LITES OF 3116' ANNEALED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEXIKF_EPSAFE MAXIMUM PVB INTERLAYEF.. K 13118' LAMI IG: (1) LITE OF 1Ai OR 3116' ANNEALED (MIN.) GLASS, 311W OR 1h' AR SPACE AND 718' LAN CONSISTING OF (1) LITE OF.V1W ANNEALED GLASS AND (1) LITE OF WIG* HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER. 'L. 13/18' LAMI IG: (1) LITE OF 1/8.OR 3116' ANNEALED (MIN.) GLASS, 3118' OR IW AIRSPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 2X, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. °� OedbM s 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858 ANQ&7L*. • • • • • • • ELCO TEXTRON NOA: 04-052'1.01, 034)MAS • • • • • • ANSIAFB.PA NDS -2001 FOR 1NOOD C STIRV(ON • • • • ADM -20M ALUMINUM DESIGN • • • • • • • S. THIS PRODUCT HAS BEEN DESIGNED 8, TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). �° "'� R s • • • •• s • •'�• • o T GENERAL NOTES �p /�G� P.K. 10117/05 8 CiMRIMQETOASTME iRJE)}�2 • • • • • NF 34zrs ALUM. HORIZONTAL ROLLER MINDOW, IMPACT ( Robert L. Clark P.E FK 5/93/ A ADD AIR SPACE DIM. NOTE 1, TECH. REF NOTE 78 !MOTE B. 1.Q. wx I= e;wdro� s„e arose PE #98712 a— or T>xr er em,: NOO! oM.FL34274 Vkib/ &wr HR710 NTS 1 a 1! 4127 -1U B Stnxaerel F.K P/28l08 J.J. =V6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 112° NOM. GLASS SITE V8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 8116' NOM. 5/16° LAMINATED GLASS 112• NOM. GLASS SITE -L / 1 666,67,68,69,70,71 ` 1A3" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB WERLAYER IV ANNEALED OR HEAT STRENGTHENED GLASS 5118' LAMINATED 6116' --3V AIRSPACE 118" OR 1116' &%" ff 0v bm • • • 13/16° LAMI IG GLASS • • • • • • • •• . • • • • • oNCXtft 9 . I-LS& 8 E P.0.80X 1828 NOKOKS. FL 34274 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 112' NOM. GLASS BITE C] EXTERIOR INTERIOR (ALL SECTIONS) 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16° LAMINATED GLASS 112" NOM. GLASS BITE OF 3116' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 3116" OR 114" AIR SPACE 118° or 3116" ANNEALED (MIN.) GLASS 13118" NOM. 13/160 LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS �— ALUM. HORIZONTAL ROLLER WINDOW, IMPACT %bad L. Clark, RE /bi6y Bean s no�nw PE #39712 tl1i718 .11 2 d 19 4127 -10 $ svucktral (XOX 114,112,18) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 38- 38 318" 48" 60518- 54" 80" 83" TO867116" A,B,C,G,H,I +60.0 TABLE 1. WINDOW WIDTH GLASS TYPE 63" +75.0 75.0 WINDOW HEIGHT 75.00 +75.0 75.00 28" X. 38 318" 75.00 +75.0 1 606(8- 54" 80" or 84" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 .60.0 +60.0 -BOA +60.0 -80.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60,0 +59.1 -59.1 +56.0 -56.0 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 +52.1 -52.1 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C, I 1 72.10 74" A,B,G,H +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +60.0 -60.0 UP TO 111" D,E,F,J,KL +68.6 -88.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 75.00 1 +75.0 1 75.0 (OX AND XO) DESIGN PRESSURES TABLE 3. (XOX 113,113.1/3) DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 38- 38 318" 48" 60518- 54" 80" 83" TO867116" A,B,C,G,H,I +60.0 -60.0 TO867/18" D,E,F,J,KL 63" +75.0 75.0 (OX AND XO) DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 3/8" 48" 50 518" 54" 63" �" A,B,G,H +76.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75. +75. -75. +75.0 75.00 C,I +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 - 5.00 +75.0 75.00 „ A,B,G,H +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 72" A,B,G,H +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +70,1 70.10 +65.0 -657 C, I +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 1 +75.0 75.00 +75.0 -75.00 +721 72.10 74" A,B,G,H +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +68.6 -88.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +74.7 74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL4858 (XOX), F'iL -4859 (OX& XO) A. 5116" LAMI - (1/8" A, .090,118" A) • • .4 /46" Ll4MI i w1r R 3118 A, 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/ 'A, .0�,118"A) B. 5116" LAMI - (118" A, .090,1/8" HS) • •, V 3/16 "A, 5116" OR 3/8" AIRSPACE, - 1 /8"A, .09 ,1 C. 5/16" LAMI- (118" HS, .090,118" HS) • f3( �B" t �RII 1�* -1=e pjZ'3/16°A, 5(16" OR 318" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3116" A. .090, 3/1(" A) J. 13/16" LAMI IG -1/8" OR 3116 "A, 3/18" OR 1/4" SPACE, 7115° LAMI - (3/16 "A, .090, 3/16 "A) E. 7/16" LAMI - (3/16" A, .090, 3116" HS) K. 13/16" LAMI IG -118" OR 3/16 "A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/18"HS) F. 7/16" LAMI- (311(" HS, .090, 3116" HS)! -6- L- 10111" LAQI IG -114 IWIt-A, 3/18" OR 1/4 SPACE, 7/16" LAMI - (3116 "HS, .090, 3/16"HS) • • • • • • • • • ' e DESIGN PRESSURES 101171M B REVIW OPTABLFSTOA�'yw izi 0-0-0- • NOKCfM. 83&75 ;13!06 `tea '�` NRSPAM iNMSVsww MAW n,PES G MWU L. P.O. q9x!sae -� ALUM. HORIZONTAL ROLLER WINDOW, , ". -o mm NoKOaus, FL 34274 Ulaiblj Baeur � NTS 3 d 11 4127 -10 vzaroB rr. 3/p/OB • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Rost L. Clack P.E. PE #39712 a&ucaaal 25118° MAX DLO VENT 49 314° MAX DLO FIXED }�— 111' MAX WWTDTH DETAIL B - XOX (1/4- 112 -1/4) 33 9MS° MAX. 33 9115' MAX DLO FIXED DLO VENT NOTES: A I A 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAS-S. I 57 318' I 56' MAX MAX 53' DLO ALL / DLO ALL MAX. FLXED S VENTS H ALL LITE I / / CONFIO. 26 lAr MAX DLO VENT 25 V8° MAX. OLD FIXED 867116' MAX WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) O X 4141 • • • • • •s • 4141 • • • • •4 � 4141 • • • • �— ^-- ---74° MAX MDTI I • r ETl11LR�OXCjR�CO• 41;41 •;' � • • • • 4141 • • • • 1070N0 CHANGETHISSHEy41T• • • 41 41 • s & FLI278 CHANGE THIS SHEET P.O. BOX 7828 NOXOMIB, PL 34274 73A7B • • • 4141• • • • • 4141 4141 • • • 4141 4141 4141• • • • 4141• • • tom-- -- . 01 t 71 , 115OZIELEVATIONS � ALUM. HORIZONTAL ROLLER WINDOW, IMPACT bent L qwk, P E. ;tiriwuoam sar: 0.i t� — PE#3g712 HR710 NTS 4 - 11 4127 -10 B 3o-u�usl w HEII 1s INTERIOR JCLI IVIY D-C (HORIZONTAL SECTION - XOX) MAX. VENT DLO MAX. WIDTH EXTERIOR 17 SECTION A-A (HORIZONTAL SECTION - OX) Z INTERIOR i •• ••• • • • • • •• • • • • • • • • •• • ••• •• • • • •• SECTION C-C (VERTICAL SECTION) VIEW D-D (FRAME CORNER CONSTRUCTION) • • • ' • ' �•� 0 pv.,*bo � SECTIONS S NO CHANGE THIS SHEET • ' • • • '�� "� �" ras m.tkw A NOCHANOETh6SS!>gET • • • • • • • P.o.�xls2e ALUM. HORIZONTAL ROLLER WINDOW, pya NOK07AI& PL 3414 Better aeveyro. �, y2 g Irma Half 5 d 11 4127 -10 • 16 EXTERIOR OPTIONAL l�u� Robert L Clark, P.E. PE #M712 Strudurai i • i • i i•i i • • • 16 EXTERIOR OPTIONAL l�u� Robert L Clark, P.E. PE #M712 Strudurai ITEM DWG laAZINGSIUCONFDOW DESCRIPTION MArl, PC.T# 1 4102 A FLANC E FRAME HEAD 6063 -T6 AL 612237 2 4025 I SASI I STOP (STD. ) (ANTI I.Yr CLIP ) 6063 -T5 AL 612244 3 4002 1 A #8 X 3/4 I'l-L PAN HEAD 6063 -T6 Al. 7834AA 4 4053 lAR4 SASH STOP COVER SASH STOP 6063 -T5 AL 74134W/K 6 4136 CHAZINGBEAD -7/16" FLANGE FRAME SU L 6063 -T6 AL 64136 8 4131 laAZINGSIUCONFDOW ROLLERTRACK 1063 -T6 AI. 64131 10 71298 BULB CK) W EEP HOIECOVER POLYPROP. 71298 12 1626 I IADMIVEOPENC91.FOAM PAD 6TP240 7PAD1626 13 4002 1 A IFIANCE FRAME JAMB 6063 -T6 Al. 612225 14 4134 lAR4 GASKET FOR AIN FRAME SILL JOINT BRASS I 74134W/K 19 4066 laAZINGSIUCONFDOW W STP_187 X 230, FIN SEAL ••• 1 640660 21 4105 BULB CK) SASH TOP & BOTTOM RAIL 6063 -TS AL 61M40 22 1683 BULB MW WSTP 50 X.270 HAM FIN SEAL 6TP240 616830 23 225-1 IROUER HOUSING& GUIDE 64039B 42112HD 24 226 lAR4 SS ROI I ER WHEELS BRASS I 7BRWHL2 29 1 4128 1 lHORIZONrALROUERSASH TOP GADE I POLYPROP. I 44129N 32 1 4006 1 D ISASHMEEMGRAIL I 6063HST6AL 1 64006 EEP LATCH C .625 PH. FL. SMS 37 1 41M I ISASHSJDERAIL I 6063 -TS AL 1 64126 38 1 1683 1 IWSTP-MX.270BACK. FIN SEAL 1 1 616830 SO I I laAZINGSIUCONFDOW 899, 995 OR DIVALENT ••• 51 1=4 1 IVINWaAMOMAD BULB CK) 70 6TP247W, 52 1225 IMNYI.GAZINGHEAD BULB MW • • 6TP240 53 4039 B GLAZINGBEAD .5/16" 6063 -TS AL 64039B 54 4044 B GLAZINGBEAD- 5/16 "W /GRILLKIT 6063 -T5 AL 6447M 55 4222 A CHAZINGBEAD -7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -TS AI. 698.5 59 4067 POLYPROP. GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 (NA 5/16" LAM! 1/8" A .090 PVA U8" A 61 " 5/16" LAMI 1 /8" A,.090PVA I /8" HS 62 " 5/16" IAMI U8" HS .090 PVB,1/8" • • • • • • • • 63 " 7/16" LAM! 16" A_090 PVB, 3/16•A • • • • • • • 64 SCREEN SPLINE -.135 DIA. FOAM 7/16" LAND 16" A .090 PVB, 3/16" • • • • • • • • 65 " 7/16" LAMI (3116" HS, .090 PV% 3/161 ) • • • • • • • 66 SCREEN SPLINE -.135 DIA. HARD 13116" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMi (1 /8 "A, .090 P'IB, 1 /8"A) 67 96 13/16" LAMI lat /8"A, 3/8" ATR SPACE, 5116" LAMI 1 /8 "A, .090P I /8"H er. oma a • • • • • • • • • FK 10/1798 B NpCHANW TFW SHEET • • • • • • • • _ � T� $p'�� � P.o. Sox i� NOK0/�$, FL ]4274 FA Maw A ADD SPACE DUWYS(DNS • dVHRUi7. • • • er F.K at 2, 8 ", J.J. mmc &=w or DWG# • t • ••• • • " 13116" LAMI IC;- 3/16"A, 5116" AIR SPACE, 5116" IAMI 1 /8 "A, .090PVB, 1 /8"A 70 " 13116" LAMI IG- 3/16 "A, 5116" AIR SPA 5/16" LAMI 1 /8"A,.090 PVB,1 /8"HS) 71 " • • • • • • • • • • 74 1 13/16" IAMI I0-1/8 "A, U4" AIR SPACE, 7/16" LAMI (3/16-M.090 PVA 3116"HS 75 " 13116" LAMI IG -3116 "A, 3116" AIR SPACE, 7116" LAND (3/16"A,.090 PVB, 3/16"0 76 13/16" LAM11Cr3116"A, 3116" AIR SPACE, 7/16" LAMI (3116"A,.090 PVB, 3116 "HS 77 13/16" LAMI IG3/16"A. 3/l6" AIR SPACE, 7/16" LAMI 3/16"HS, .090 PVB, 3116 "HS 90 1014 nUM DWG# REVI DESCRIPTION I MAIL 1 PGf# 68 CRASS 13/16" IAMI I0- 1/8"A, 318" AIR SPACE, 5116" LAM! 1/8 "HS, .090PVB, I /8"HS 69 " 13116" LAMI IC;- 3/16"A, 5116" AIR SPACE, 5116" IAMI 1 /8 "A, .090PVB, 1 /8"A 70 " 13116" LAMI IG- 3/16 "A, 5116" AIR SPA 5/16" LAMI 1 /8"A,.090 PVB,1 /8"HS) 71 " I3 116" IAMI IG- 3/16"A, 5116" AIR §EA o 5116" LAMI 0/8-11S_090 PVB, 1/9-HS) 72 " 13/16" LAMI IG- 1/8"A,1/4" AIR SPACE, 7/16" LAMI 16 "A, .090 PVB, 3/ 16 "A 73 " 13116" LAMI 10-1/8"A, U4" AIR SPAC2; 7 /16" LAMI (3116"A,.090 PVB, 3116"HS) 74 1 13/16" IAMI I0-1/8 "A, U4" AIR SPACE, 7/16" LAMI (3/16-M.090 PVA 3116"HS 75 " 13116" LAMI IG -3116 "A, 3116" AIR SPACE, 7116" LAND (3/16"A,.090 PVB, 3/16"0 76 13/16" LAM11Cr3116"A, 3116" AIR SPACE, 7/16" LAMI (3116"A,.090 PVB, 3116 "HS 77 13/16" LAMI IG3/16"A. 3/l6" AIR SPACE, 7/16" LAMI 3/16"HS, .090 PVB, 3116 "HS 90 1014 1 SCREW FRAME IOR &VER.) 3105 -1-114AL 91 1630 SCREEN C ORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN C ORNF.R KBY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN I CLOTH PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPAC7 swa. � HR7'!0 NTS B w 11 1 4127 -10 1 B A L Gunk. P.E. PE 839712 8m cfted .082 1. 73 4Lj-fF===i 1 FLANGE FRAME HEAD J #4102A,6063•T6 1.122 2.710 — { G FLANGE FRAME SILL #4136, 6063•T8 LFl —*-II+ :082 "t7 061 ,480 T {�- 1.461 -� O SASH STOP 2 #4025 6W3-TS 8 HORIZ ROLLER TRACK #4131,8083 -T8 .062 L •�i 21 SASH TOP & BOTTOM RAIL #4133,6063-TS 2 78 �7 —y 1.081 32 SASH MTG. RAIL #40000,5 3HS-T8 --�•� 1.187 .152 3. O FRAME SILL ADAPTER #4137,8083 -T6 I-�- 1.403 -I 17 FIXED MEETING RAIL #4W Q. 1 8 37 SASH SIDE RAIL #4128,8063 -T5 If1.513y1� 040 �j G SASH STOP COVER #4053,6063 -T5 i o 2.784 -1 1.383 .082 13 FLANGE FRAME JAMB #4002A, 8063•T8 678 1.088 —r• ^1 RGLAZING BEAD, 5/16" #4038B,8083 -T5 ••• ••• Soo 0.0 EXTRUSIONS • see • P.O. Box I% ALUM. HORIZONTAL ROLLER WINDOW, NCKOAm8, r73A270 Wilb6,y Batter saa,nrms amo- arc a®rpm tdnfo Hell 7 11 4127 -10 .050 .678 878 x.878 -� �F� 1.090 • • • • • • • 1.115— ---►�� --^1 -1.097 O GLAZING BEAD, 5116° #404 413.6063 • . G B 7sf6: `;/ MM • O GLAZING BEAD, 7116" • 81c, �-TS O GLAZING BEAD, 13/16" #4067,6083-TS -TS (USED Wl GRILL KIT) • ; : • . • • • • • .. (USED W/ GRILL KIT) • ••• ••• Soo 0.0 EXTRUSIONS • see • P.O. Box I% ALUM. HORIZONTAL ROLLER WINDOW, NCKOAm8, r73A270 Wilb6,y Batter saa,nrms amo- arc a®rpm tdnfo Hell 7 11 4127 -10 i s -. /dam RobaA L. Clvk. RE PE OW12 shwa w • • • • • • • • • • i s -. /dam RobaA L. Clvk. RE PE OW12 shwa w ANCHOR QUANTITIES, XOX IW112 -114) WINDOWS TABLE 4 GLASS TYPE 3 ANCHOR TYPE &SUBSTRATE &B,C,QH,I D,E.F,J K,L 2,3, WOOD Z CONC 1, GONG 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W 1 HEAD & SILL HEAD & SILL 7 HEAD & SILL HEAD & SILL °D w HEAD & SILL +� HEAD & SILL 53.125x 38.375 48.E 50.825 546000 1 +(2 +1 +(2+1 2 1 +C2 +1+(2 +1 2 1 +C2 +1 +C2+1 2 1+C2+1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +C2+1 +C1 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +(2+1+(2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1 +(2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +(2+1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C2+1+C2 +1 3 60.000 63.000 1 +62 +1+d2+1 3 1 +C2 +1 +(2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1+{2 +1 3 1 +C2+1 +C2 +1 3 1 +C2++1 +C2 +1 3 1+C2 +1 +(2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2 +1 3 1+C2+1+C2 +1 3 60.000x 38.376 48.000 00.626 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C2+1 2 1 +C2+2 +C2 +1 2 I+C2+1 +C2+1 3 1 +C2+1 +(2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2+1 3 1 +C2+2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2 +1 3 1 +C2+1+C2 +1 311+02+1+C2+1 3 1 +(2+1 +C2+1 3 1 +C2F2 +02+1 3 54.000 1 +CZ+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1+d2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+2+C2+1 3 80.000 1+C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C.2+1 +C2+1 3 1 +C2 +1+•C2 +1 3 1 +C3+2+C3+1 3 63.000 1 +C2+1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +CZ+1+(2 +1 3 1+02+1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C3+2+C3+1 3 74.000x 38.375 48.000 50.825 54.000 1+(2 +2+C2+.1 2 1 +C2+1 +C2 +1 2 1+C2+2+t2 +1 2 1+C2 +2+C2+1 2 1 +C2 +2+C2 +1 2 1 +C2 +2+C2+1 2 1+C2 +2+(2+1 3 1 +CZ+1 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2+C2+1 3 1 +C2 +2+CZ +1 3 1 +C2 +2+(2 +1 3 1 +C2+2+C2+1 3 1+C2+1 +C2 +1 3 1 +C2+2+C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2+C2+1 3 1 +(2+2+C2 +1 3 1 +C2+2 +(2 +1 3 I+ 2 +1 +C2+1 3 1 +C2+2+C2 +1 3 1 +02+2+(2 +1 3 1+C! +2+C2 +1 3 1 +(2+2+(2+1 3 00.000 1+C2+2+C2+1 3 1+ 2 +1 +(2+1 3 1 +C2+2+(2+1 3 1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+C3+2+C3+1 3 63.000 1 +C2 +2+C2 +1 3 1 +C2 +1+C2+1 3 1 +C2+2+C2 +1 3 1+C3 +2+C3+1 3 1 +C2+2+C2+1 3 1 +C3 +2+C3 +1 3 84.000 x 38.376 1 +C2+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +(2+2+C2 +1 2 1 +C2 +2+(2+1 2 1 +C2 +2 +C2+1 2 1 +C2+2 +C2+1 2 48.000 50.825 54.000 80.000 63.000 1+t2 +2+C2 +1 3 1+C2 +2+C2+•1 3 1 +(2+2 +(2 +1 3 1+C2 +2+(2+1 3 1 +C2 +2+C2+1 3 1 +C2+2 +(2+1 3 1 +C2 +2+C2+1 3 1 +C2+2 +C2+1 3 1 +C2+2 +C2 +1 3 I+ 2 +2+02+1 3 1 +C2 +2+(2+1 3 1+C.2+2+C2+1 3 1 +C2+2 +C2•+1 3 1 +C2+2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +(2+2+(2+1 3 1+C2 +2+C2 +1 3 1 +C3+2+C3+1 3 1 +(2•+2+C2 +1 3 1 +C2 +2 +C2+1 3 1+C2+2+C2+1 3 1 +C3+2 +C3+1 3 1+{2 +2+C2 +1 3 1 +C3+2+C3+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +CS+2+C3+1 3 1 +C3+2+C3+1 3 1 +C2 +2+C2 +1 3 1 +C3+2+C3+1 3 108.375x 38.375 1 +C2 +2+C2 +1 2 1 +(2+2+(2+1 2 1 +C2•+3+C2+1 2 1 +C1 +3+C2+1 2 1 +(2 +3+C2+1 2 1 +(2+3+C2+1 2 45.000 50.625 54.000 1 +C2 +3+(2+1 3 1 +C2 +2+C2 +1 3 1 +C3+3+C3+1 3 1 +C S+3+C3+1 3 1 +C2+3+(2+1 3 1 +C3+4+C3 +1 3 1 +C2+3+02+1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1+t2+3+C2+1 3 1+C3+4 +C3+1 3 1 +C3+3+03+1 3 1+C2+2+ 2 +1 3 1 +C3+3+C3 +1 3 1 +C3+3+C3+1 3 1 +C2 +3+(2+1 3 1 +C4 +4+04+1 3 80.000 1 +C3+3+C3+1 3 1 +C2 +2+C2 +1 3 1 +04+3+04 +1 3 1 +C4+3+04 +1 3 1 +C2 +3+(2+1 3 1 +C4+4+C4 +1 3 63.000 1 +C3+3+C3+1 3 1 +C2+2+02+1 3 1 +04+3+C4+.1 3 1 +C4+3+CA+1 3 1 +C3+3+C3+1 3 1 +C4+4+04+1 3 111.0Wx 38.375 1 +C2 +3+C2+1 2 1 +C2 +2 +(2+1 2 1 +C2+3%.2 +1 1 +j2 +jtC2+ 2 11C2+*+•C2+U @2 1 +(2+4+(2+1 2 48.000 5&625 1 +C2+3+C2+1 3 1 +C2+2 +(2+1 3 1•+G+3+C3+1 lftt4l g 142+O+Ci+1 3 1 +C3+4 +CS+1 3 1 +(2+3+{2+1 3 1+C2 +2+{2+1 3 1 +C3- o&C3+1 1 31 cEfl I 1+ + (2+140 1 +C3+4+C3+1 3 54.000 1+C3+3+C3+1 3 t +C2+2 +C2 +1 3 1 +CZ+190+C3+0 4B 1 +C31PC3+ 3 1+!E+-I+ 3 1 +C4+4 +C4 +1 3 60.000 1+C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4+3+C4 +1 3 1 +C4 +3+04+1 3 1 +C2+3+C2 +1 3 1+C4+4 +04 +1 3 63.000 1+C3+3+C3+1 3 1 +C2+2 +C2+1 3 1+04 +3+C4 +1 3 1 +C4+3+C4+1 3 1 +C3+ 1 j OtCS+4+C5+l 3 • 0-• : • so; • P.O. BOX AM NOKOMM. FL 34274 1/kr'hly Herter NOTES: 1. ANCHORTYPES: 1 -1/4' ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A SAW LAMI - (Ue' &.090, V8' A) B. 8118' LAMI - (116° &.090,118' HS) C. 5/18' LAMI - (118" HS,.090, IW HS) D. 7116' LAMI - (3/18' &.tom, 3118' A) E. 7 /16" LAMI - (3116' A,.090, 3/13' HS) F. 711W LAMI - (3118' HS,.090, 3tI S' HS) G. 13118' LAMS IG -118" OR 3118' A, 6/16' OR 3/8" SPACE, 5118' LAMI - (1/8' A,.090, 1/W A) H. 1311W LAM] IG -1/8' OR 3118' A, 6116' OR 3/8- SPACE, 6118' LAMI - (1J8- A,.090,1/8' HS) 1. 13118' LAMI IG -118' OR 3118' A 5116' OR 318' SPACE, 5116• LAMI - (1/8' HS,.090,113' HS) J. 13116' LAMA IG -118' OR 3!18' A 3118' OR 114' SPACE, 7/18' LAMI -(3111V A,= 3116-A) K. 1311V LAM] IG -1/8" OR 3118' A, 3118' OR 114' SPACE, 7118• LAMI - (3118' &.090, 3118' HS) L 13/16' LAMI IG- 11W OR 3/18' A, 3118' OR 114' SPACE- 7116' LAMI - (3118" HS- 090.3/1(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 1012` MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314 MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 2212' MAX. O.C. TABLE KEY: ® X O X 1+C3+44C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FOCED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) 25 314" rox. 1 �{ �+•3' MIN. 9' J�F-�X I! ,• +mw MTG. RAIL, TYP. M ® A 14k EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS - (SHOWN IN TABLE KEY ABOVE) 25 3/4' MAX. -�I 12'TYP. 1 �{ I +3' MIN �- �- t -••-tt t a i- 8" ^ �X__� O X MTG. RAIL TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS _ SPACING, XOX - UM. HORIZONTAL ROLLER WINDOW, IMPACT L c3e x P,E PE 839712 +ia710 NTS 8 - 11 4 127 -10 Siruenasl • ••• • • s ••• • ••• • • • NOTES: 1. ANCHORTYPES: 1 -1/4' ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A SAW LAMI - (Ue' &.090, V8' A) B. 8118' LAMI - (116° &.090,118' HS) C. 5/18' LAMI - (118" HS,.090, IW HS) D. 7116' LAMI - (3/18' &.tom, 3118' A) E. 7 /16" LAMI - (3116' A,.090, 3/13' HS) F. 711W LAMI - (3118' HS,.090, 3tI S' HS) G. 13118' LAMS IG -118" OR 3118' A, 6/16' OR 3/8" SPACE, 5118' LAMI - (1/8' A,.090, 1/W A) H. 1311W LAM] IG -1/8' OR 3118' A, 6116' OR 3/8- SPACE, 6118' LAMI - (1J8- A,.090,1/8' HS) 1. 13118' LAMI IG -118' OR 3118' A 5116' OR 318' SPACE, 5116• LAMI - (1/8' HS,.090,113' HS) J. 13116' LAMA IG -118' OR 3!18' A 3118' OR 114' SPACE, 7/18' LAMI -(3111V A,= 3116-A) K. 1311V LAM] IG -1/8" OR 3118' A, 3118' OR 114' SPACE, 7118• LAMI - (3118' &.090, 3118' HS) L 13/16' LAMI IG- 11W OR 3/18' A, 3118' OR 114' SPACE- 7116' LAMI - (3118" HS- 090.3/1(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 1012` MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314 MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 2212' MAX. O.C. TABLE KEY: ® X O X 1+C3+44C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FOCED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) 25 314" rox. 1 �{ �+•3' MIN. 9' J�F-�X I! ,• +mw MTG. RAIL, TYP. M ® A 14k EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS - (SHOWN IN TABLE KEY ABOVE) 25 3/4' MAX. -�I 12'TYP. 1 �{ I +3' MIN �- �- t -••-tt t a i- 8" ^ �X__� O X MTG. RAIL TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS _ SPACING, XOX - UM. HORIZONTAL ROLLER WINDOW, IMPACT L c3e x P,E PE 839712 +ia710 NTS 8 - 11 4 127 -10 Siruenasl ANCHOR QUANTITIES XOX 113.1/3-143 WINDOWS •• • • • TABLES NOTES: GLASS TYPE3 • A B,G,H • C,D,E,F,IJ,K L 2,3, WOOD $ CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ANCHOR TYPE 1. ANCHOR TYPES: ANCHOR TYPES: & SUBSTRATE 1 TAPCONS 2 -1l4° ELCO SS4 CRETE FLEX 3 -#12 STEEL SCREWS (G5) m 2. GLASS TYPES: ZONES ZONES ZONES ZONES 2DNES ZONES 2 a m is WINDOW 9228 HEAD & SILL HEAD & SILL g HEAD & SILL s HEAD & SILL HEAD & SILL I HEAD & S91 A. 6116' LAMI - (Mr A,.000,1A r A) W v 11 B. 5/16° LAMI - (118" A,.090, 1A" HS) 21 C.5116" LAMI - (1/8'HS,A0,1A' HS) 48.000x 38.376 1+C2 +1+C2+1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2+1 4&00D 1 +C2+1+C2 +1 3 1+02+1 +C2+1 3 1+C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 D.7/16 " LAMI - (3116 "A,.090,3116 °A) E. 7/16- LAMI - (3116" /3,.090, 3118' HS) 50.826 1 +12+1 +C2 +1 3 1 +C2 +1 +C2+1 31 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2+1+C2+1:3 F.7 /16" LAMI - (3118' HS,.090,311S' HS) 1 +C2 +1+C2+1 3 1 +C 2+-1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1+C2+ I +C2 +1 3 1 +C2 +1+C2 +1 54.000 31 G.13MS" LAMI IG -118" OR 3/16' A. 5/16' OR 3ir SPACE, 5118" LAMI - (1A" A,.090, 1A" A) 00.000 1 +C2+1+C2+1 3 1 +C2+1 +(2+1 3 1 +C2 +1+C 2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 I+C2 +1 +C2+1 3 H.13(16' LAMI IG -118° OR 3116' A, SM8° OR 3W SPACE, SM6' LAMI - (118° A,.OW,1/8" HS) 1. 13/16° LAMI IG -1A" OR 3118' A, 5118' OR 3A" SPACE, 5116' LAMI - (1A" HS,.090, il8" HS) 1 +t2+1+ +1 3 1 +C2+1+C3+1 3 1+C2 +1 +02+1 3 1+C2+1 +C2+1 3 1 +(�+1 +C2 +1 3 1 +C2 +1 +C2 +1 83000 3 J. 13/16' LAMI IG -1A" OR 3116° A. 3116" OR 1/4' SPACE. 7M6" LAMI -(3116' A,090, 311(' A) 2 K. 13118° LAMI IG - VS° OR 3MS" A, 3116' OR 114" SPACE, ?MS' LAMI - (3(18' A,.09O, 3M8' HS) 51125x 3 &376 1 +C2 +1 +C2 +1 2 1 +C1+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1+C2+1 +C2+1 2 1+02+1 +C2 +1 2 1+C2+1+C2 +1 4&000 1 +C2+1 +C 2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1+C2 +1+C2 +1 3 1+C2 +1 +C2+1 3 L 13!18' LAMI IG -1A- OR 3118" A, 3118" OR U4' SPACE, 7116" LAMI -(Ma' HS -080, 3M6" HS) 00.826 1+C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1+C1+1+C.1 +1 3 1+C2 +1 +CZ+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1 +C2 +1 +CA+1 3 1+C2+1+C 2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 A DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 80.000 1 +C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1+C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3+1 3 53.000 1+Cl2 +1 +02+1 3 1 +C2+1+C2+1 3 1 +C2 +1+C2+1 31 1+C2 +1+02+1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C S+1 31 HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 26 W4 "MAX. FROM CORNERS JAMBS: !Y MAX FROM CORNERS AND 22112° MAX O.C. 80.00Dx 3 &376 1+C2 +1+02 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2+1 2 1+C2 +1 +C2+1 2 1+C2 +1 +C2+1 2 1 +02+1+02 +1 48-OW 1+C2 +1 +C2+1 3 I+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1+01 +1+C2 +1 3 1+C2+1 +C22+1 3 1 +C2+1+C2 +1 3 TABLE KEY: 60.826 1402 +1 +C2 -+1 3 1 +C2 +1 +C2+1 3 1 +C 2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +02+1 3 1+C2 +1 +C2+1 3 'A X O X 14C2+1+C2+1 3 1+02+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C 2 +1 +C2+1 3 1+C2+1 +C2 +1 3 1+C2+1 +C2 +1 54.000 3 1+C3+1+C3 +1 3 ANCHOR QUANTITY PER JAMB 80.000 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C3+1+C3+1 83,000 1 3 1 +C2+1+C2 +1 3 1 +C2 +1+(2 +1 3 1 +C3+1+C3+1 3 1 +C2 +1 +C2 +1 3 1+C3+1+C3+1 3 A CL AND SILL ANCHOR RS CE QUANTITIES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 810DOx 3&376 1 2 1 +C2+1+C2 +1 2 1 +C2 +1+C2+1 2 1 +C2+1 +CZ+1 2 1 +02+1 +C2 +1 2 1 +C2+1 +C2+1 4 &= +1 3 1 +C2+1+C2 +1 3 1+C2 +1+C2 +1 3 1+C2 +1 +CG +1 3 1 +C2.+1 +C2 +1 3 1 +C2+1 +C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 +1 M1+C,2+l+C2+1 3 1+C2+1+C2 +1 3 1 +C2+1+ 2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 PLUS (1) ANCHORS AT FIXED SECTION. 64.000 +1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C 2 +1 3 1 +C2+1+C2+1 3 1+C1 +1 +C2 +1 3 1 +C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL BA000 +1 3 1 +(2+1 +C2+1 3 1 +C2 +1 +C2.+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 + (2 +1 3 1 +C3+1 +C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 63.000 +1 3 1 +02+1 +C2+1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3+1 3 1 +(2+1 +C2 +1 3 1 +C3+1 +C3+1 3 2 25 3/4' MAX 74.000 x 3 &376 1+02 +1 +C2+1 2 1 +C2+1+C2 +1 2 1+C2+1+12 +1 2 1+02+1 +C2+1 2 1 +C2+1 +C2 +1 2 1+C Z +1 +(2+1 1 +C2+1+t2+1 3 1+Cx+1+C2+1 3 I 1+C2+1+C2 +1 3 1 +C2 +1+{2+1 3 i+C2+1 +C2+1 3 1 +C2+1 +(2+1 48.000 3 1--3 -MIN. 1402 +1 +C2 +1 1 +02+1+(2+1 3 1 +C2 +1+12+1 3 1+02+1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +(2+1+C2+1 3 1 +C2 +1 +C2+1 3 1+4:1 +1 +02+1 3 1 +C2+1 +C2+1 3 1+.02 +1+C� +1 3 1 +C3+1 +c3+1 3 1 +03+1+03+1 60.825 54.000 3 I I 3 8' REF. X O X� 80.000 1 +C2 +1 +C2+1 3 1+C2+1 +C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +p+1 3 ��,,� - -' 63.000 3� 2 MTG. RAIL,TYP.— 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2+1+C2+1 3 1 +C3+1 +C3+1 KWOx 38.375 NC2 +1+02+1 2 1+C2+1 +C2+1 2 1 +C2 +1+C2+1 2 1 +C2 +1+<2+1 2 1+(2 +1+C2 +1 2 1 +C2 +1+C2+1 46.000 1+C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1+C:2 +1 +(2+1 3 1 +C2 +1 +C2 +1 3 1+(2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 AMPLE CLUSTER W/ QTY. OF (3) ANCHORS 50 .525 1+02 +1+(2+1 3 1 +t2+1 +C2 +1 3 1+02+1+02 +1 3 1+02 +1r(+1 3 1 +(2+1 +C2 +1 3 1 +03+1 +03+1 3 (SHOWN IN TABLE FAY ABOVE) 54.000 1 +(2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +Cg+1 3 1+C3+1+C3+1 3 1 +(2+1 +0241 3 1+03+1 +CG+t 3 50.000 3 26 3/4" MAX. 1 +C2+1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C3 +1 +C3+1 3 1+C3 +1 +C3+1 3 1+C2 +1 +C2+1 3 1 +C3+1 +C3+1 83.000 3 1112* TYP. 2 1"--3- MIN. 3 9° REF. X_ O X 1 +C3+1 +C3+1 3 1 +C2+1+C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1+ 1 1+ 1 +p+1 +C4+1+C4 +1 8&437 x 3&375 46.00 1+C2 +1+C2 +1 2 1 +C2+1 +C2+1 2 1 +C2+ +1 2 2 9aC*41 + 2 1+C2+1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C24•+C2 +1 3 f11 1 +1 ftC *W +1 1 1 +03+1 +03+1 60.626 54.000 3 —, 3 1 +C2 +1+C2 +1 3 1 +t2+1 +C2+1 3 1 +C2 +1 1 3 1402.1 +CIE +1 1+ + +6+1+C3 +1 1 +C2+1+C 2 +1 3 1 +(2+1 +C2+1 3 1+C3+"3+1 1+ 1 3 1+C2+1 +C2 +1 3 1 +C3+1+C3+1 61000 1 +C2 +1 +C2+1 3 1+(24.1 +C2+1 3 1 +C3+ +C3 +1 3 1 +C3+1 +C3+1 3 1 +0341 +C3 +1 3 1 +C3+1 +C3+1 3 MTG. RAIL TYP. 83.000 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX 9/3- 9/3 - ?/3 /�' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 6 Robert L. Clmk, RE Beer eewbas soon. a "r m.ear, PE #W12 Ha7to NTS 1 9 a 11 4127 -10 1 +q+1+CQ -+1 3 1 +C2+1+C2+1 I 3 1 +C3+1 +C 3+1 3 1 +C3+1 +C3+1 3 1 +C 3+1+ 1 3 1+c4 +1 xe.+ax xum� • 70•� °, F • P.O. sox ism NOKQMt8. FL34274 ps Vbib& F.K. 70/77l� �s REVISEANCHORAGEFORMAT, HFAD a�uscaftrEaS • x FX slr3fiB A ADD SPACE CAIENSIONS Cl7F1RU 1, 000 Ra or F1C 1mz drx W I ••• • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 41 GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES VENT AND FIXED SECTION. (7) ZONES • • ZONES WINDOW H� V S � Q e6 QQZONES = 06 ce �, �ZONIEjS� = e0 37.000 x 38.375 48.000 50.525 54.000 60.000 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +(2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +(2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 3 1+C2 +1 3 1 +C2 +1 3 j 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 63.000 1 +C2 +1 3 1 +C3+1 3 1+(2 +1 3 1+C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.0W 50.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +(x +1 3 1 +C2 +1 3 1 +C2 +1 3 1+(2 +1 3 1+C2+1 3 1 +C2+1 3 1 +02+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1+C2 +1 3 1 +C3+1 3 1 +(3+1 3 1 +C2 +1 3 1 +C3+1 3 53.125 36.375 48.000 1+C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +(2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3+1 3 60.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C2+1 3 1 +C2 +1 3 1 +C 3+1 3 54.000 CIS 53.000 1 +C3+1 3 1 +C2 +1 3 1+C3+1 3 1 +C3+1 3 1+C2 +1 3 + 1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1+p +1 1 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1+C3 +1 3 60.000 x 36.375 48.000 50.625 64.000 60.000 83.000 1 +C2 +1 2 1 +C2 +1 2 2 +(2 +2 2 1 +C2+1 2 1 +C2 +1 a 2+C2 +2 2 1 +C2+1 3 1 +C2 +1 3 2+C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 3 1 +(3+1 3 1 +C2 +1 3 2 +(3.2 3 1 +C3+1 3 1 +C3 +1 3 2+C4+2 3 1 +C3+1 3 1 +C3 +1 3 2+C4 +2 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3+1 3 1+C3+1 3 2+04 +2 3 66.000 x 38.375 48,0W 50.625 2 +C2 +2 2 1 +C2 +1 2 2+C2 +2 2 2 +C2 +2 2 1 +C12 ±1 2 2+C2+2 2 2 +(2+2 3 1 +C2 +1 3 2+03+2 3 2 +C2 +2 3 1 +C2 +1 3 2+03+2 3 2+C3+2 3 1 +C2 +1 3 2 +C3+2 3 2 +C3+2 3 1 +C2 +1 3 2 +C3+2 3 54-OW 60.000 83.000 2 +C3+2 3 1 +C2 +1 3 2 +C3+2 3 2+03+2 3 1+C2 +1 3 2+03+2 3 2 +C3+2 3 1 +C3+1 3 2 +04 +2 3 2 +C3+2 3 1 +C3+1 3 2+C4 +2 3 1 +CS+1 3 1 +C3+1 3 2+C4 +2 3 2 +C3+2 3 1+C3 +1 3 2+C4 +2 3 74.000 x 38:375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 2+C2 +2 2 2+ + Z+(�+ 2 2 2 t•C2 +2 2 2 +C3+2 3 2+C2 +2 3 2 +03 +2 3 + 2 +(3+2 3 2+C2 +2 3 2+ 2 3 1!« + 2 +C3+2 3 2+C3 +2 3 2+GIt S 7► 3 M32+C4+2 2 +C3+2 3 1 +C3+1 3 2 +C4 +2 3 2 +C3+2 3 3 2 +C3+2 3 1 +C3 +1 3 2+C4 +2 3 2 +C4 +2 4 3 c :ter_ •�• P.O. BOX Rx9 NM(MM, FL UV4 ••• • • • • ••• • • A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) • • • • • • • • • • 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) A. 5/18' LAM[ - (118' A,.090, IV A) B. 5116• LAMI - (118"A,090, IV HS) C. 5118' LAMI - (118' HS,.090, IV HS) D: 7118' LAW - (3/1(' A,.090, 3116' A) E. 7118' LAMI - (3/18' A MO, 3118' HS) F. 7/16' LAMI - (3116' HS, -090, 3116' HS) G. 13116' LAMI IG -1/8° OR 3110'A, 5110' OR 3/8" SPACE, 5118' LAMI - (118' A,.GW, IV A) H. 13/18' LAMI IG -1/8' OR 3116° A, 5116' OR 3V SPACE, 5416' LAMI - (1f3' A,.090, IV HS) I. 13/18' LAMI IG -118" OR 3116' A, 5116' OR 3/8" SPACE, 5118" LAMI - (118' HS,.CW,1/8" HS) J. 13/16' LAMI IG -118' OR 3116'A, 3118" OR 114" SPACE, 7116' LAMI - (3/18' A,.090, 3118" A) K 13116' LAMI IG -118' OR 3116° A, 3118' OR 1/4' SPAC F, 7116" LAMI - (3/18' A,.090, 3116' HS) L. 13/16' LAMI IG - IV OR 3116' A. 3116' OR 114' SPACE, 7118' LAMI - (311(° HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4 MAX. FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 22112' MAX O.C. TABLE KEY: O A ® 2+C3 +2 3 - ANCHOR QUANTITY PER JAMB HEAD AND SI LL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) �+►� 783!4° MAX I ---i I--3° MIN, +- a eir -- 9' REF. X O T • lmo wae MTG. RAK ® ' E XAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8 314' MAX --7 N. -3" M IN. M I� 9' REF. X O MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS //� •'+^� ^� ANCHORAGE SPACING, OXAND XO WINDOWS ec'-cALUM. HORIZONTAL ROLLER WINDOW, IMPACT k, P. E. 8ewr s.. �'' m . � PE 939712 rmsfo NTS 10 « 11 4127.10 8 stuewna rt- 4 3KSI CONC. ® CONCRETE 2 HEAD ANCHOR 1 FOR CONCRETE APPLICATIONS W MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY ® til i • ® WOOD ANCHOR APPROVED 1/4a ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM SEE NOTE 1 THIS SHT. W1 #12 HEAD ANCHOR TO CONCRETE. EDGE IS T. 1 x WOOD BUCK AND NOTE 3 SHTS. 8-10) SEE NOTE 2 THIS (SEE NOTE 3) SHT. AND NOTE 3 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 2x WOOD BUG SHTS. 8-10) 9'114- SS4 CRETE -FLEX (SEE NOTE 3) ' • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • 1 3/81MIN. • -_ - - -. TOTAL THICKNESS IS LESS THAN 1 117. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • ° ® INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° IN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE E ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-75 AND A MINIMUM OF 1/S• THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET i METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS DETAIL_ A DETAIL B MAY BE USED. TYPICAL HEAD SECTIONS s. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2004 C] EXTERIOR INTERIOR (HEAD & SILL DETAILS) Fl CONCRETEANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4° I MAX 114° MAX. SHIM{ 3/8• MIN. WOOD ANCHOR W/#12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) AA WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SM. 8-10) lw HIM MAX. 114' MAX SHIM-+{ r 1 114° MIN. a ' - a „ (1.8KS1 CMU) OR 4• • 4,. .. , _ -• 1 3B° MIN. ' _* 1 4- •:� N. (3KSI CONCRETE) 2x WOOD BUC " •a CONCRETE ANCHOR a°' •...: a • .:: w . W1#12HEAD(SEE 3KSI CONC. (SEE NOTE 3) ° - NOTE 1 THIS SHT. AND x WOOD BUCK DETAIL C • • • • • • • • • DETAIL D NOTE 3 SHTS. 8-10) (,' ' 6 (SEE NOTE 3 • •• • • • • ••• • • • �YPI(i AjiL ftaCT04- • • • Il 2x WOOD BUCK '---�(SEE NOTE 3) i • • • • ••• ••• . ... ..... . . . 1111070 DRIVE SLlI. , IAffiEDMSVTS � R6>tRIIVCEB • N0800M18. R 34278 P.0 BOX 1828 NMONUSi. FL 34274 Vidbly Bu-- • • • • • • • • • • ••• • • • ••• • • t, n DETAIL F TYPICAL JAMB SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sebmea.t 8mh Saw dedq/h 3a NR7t0 Half 1t a 11 4127 -10 B F?!yC% 00, 00 IF RoOert L CIBrk, P.E. PE 5712 su�uoat 4 til i • INTERIOR (BOTH JAMB DETAIL EXTERIOR DETAIL E V • • • • ••• ••• . ... ..... . . . 1111070 DRIVE SLlI. , IAffiEDMSVTS � R6>tRIIVCEB • N0800M18. R 34278 P.0 BOX 1828 NMONUSi. FL 34274 Vidbly Bu-- • • • • • • • • • • ••• • • • ••• • • t, n DETAIL F TYPICAL JAMB SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sebmea.t 8mh Saw dedq/h 3a NR7t0 Half 1t a 11 4127 -10 B F?!yC% 00, 00 IF RoOert L CIBrk, P.E. PE 5712 su�uoat MIAMPQAQE BUILDING CODE COMPLIANCE OFFICX (RCCO) PRODUCT CONTROL DIVISION hUABR DADT COUNTY, FLORIDA WEMO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MAW FLORIDA 3313 1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA www•buUdluzsdeonllne eom PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Berard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the . expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone ESCRUMmON: Series C -740 Aluminum Casement Window -L.Z%L . APPR MENT: Drawing No. 7045.8, titled "Aluminum Casement Win • • • • • • dQvv impact", sheets 1 • • • • • • through 13 of 13, dated 12117/02 with revision D" dated 06/23/05, prepared by PGT Indbltrids, sig*l.wK sealed • , by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stama+wi%h the Notice of see** Acceptance number and expiration date by the Miami -Dade County Product Control Div �sjog4• .... .... MISSILE IMPACT RATING.. Large and Small Mule impact • .... .... ..... LABELING: Each unit shall bear a permanent label with the manufacturees name or 18�C3,'c5$y, state'an : '''' . .. .. . ...... following statement: "Miami -Dade County Product Control Approved ', unless otherwQjiV t harem. 0 RENEWAL of this NOA shall be considered after a renewal application has been file(Andtilre has been no ....:. change in the applicable building code negatively affecting the performance of this prodpct.• 0 00000 assess TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c' i%gin the' materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration.date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The miffed documentation was reviewed by Herminio F. Gon wle4 P.E., Director, BCCO' � e6 OA No 05- 1129.11 o Expiration Da Approval Date: February 23, 2006 Page 1 MT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision 69D" dated 06/23/05, prepared by PGT, signed and sealed by Lucas A. Tanner, P.E. B. TESTS I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of two out6wivag aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05 110/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing glumpum casement windows, prepared by Fenestration Testing Laboratory, T.ost Re#Bft'Nb. FTL 4607 dated 05110105, signed and sealed by Edmundo Largespaclla, P.Ea ..:. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading IbMC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 26f-M4 6 .... 3) Cyclic Wind Pressure Loading per FBC, TAfz 2A- -94 along with marked -up drawings and installation diagram of twoovow ing alupiaum casement windows, prepared by Fenestration Testing Laboratat ,'fist Repert loo. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, 1W.:' : ' 6 6 6.i6 "SubmNed bander NOA# 03- 0611.02" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 94.6.' : ... 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 20M4 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8102, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" Hermmio F. Gonzalez, P L. Director, Building Code Complbutce Office NOA No 05. 1129.11 Expiration Bate: May 22, 2008 Approval Date: February 23, 2006 001 6666.. .6600. 660606 :00 so 66660 600006 6 6 666660 .6000. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswmg aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3 /02, signed and sealed by Joseph Chan, P.E. "Submitted under. NOA# 03- 0611.02" 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of throe aluminum outswmg casement windows, prepared by Fenestration Testing Laboratory, Test Report No FTL 3580 dated 105/02, signed and sealed by Joseph Chan, P.E. "Subruitted under NOA# 03- 0611.02" . C. CALCULATIONS • 1. Revised Anchor Calculations and structural analysis, preparedty InufaCtarer, dated- 11/21/05, signed and sealed by Lucas A. Turner, P.E. •..... Complies with ASTM E 1300 -98 • •••• •••• ••••• •••••• • • • ••• ••••• • • • D. QUALITY ASSURANCE • • • • • • • • • • • • 1. Miami Dade Building Code Compliance Office (BCCO). 00:0 .... •... �. e • • • •••• • • E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for "Saflex/KKeejWe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. F. STATEAMMTS 1. Statement letter of conformance, dated 12/19 /02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19102, signed ind sealed by Robert L. Clark, P.E. Herminio F. Gonzalez, P.E. 4irector, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 03- 0611.02, issued to PGT Industries, Series 11640" Aluminum Casement Window, approved on 10/09/03 and expiring on 5/22!08. 2. Letter from the consultant, dated 01/25/06, stating that the product is in compliance with the Florida Building Code (FBC). .000.0 Herminio F. GonzaleZ, P E. Director, Building Code Compliance Office NOA No 05- 112911 Ezpkaiion Date: May 22, 2008 Approval Date: February 23, 2006 E -2 0000.. 0000.. 0 0000.. . •6696• 0000.. 00000. 0060 9006 . 9 9 . 0 0000 0000 0000. 6 0000.. . •66 0000. 99 96 66 . 999669 0000.. . . 6696 0 *00:0 6 6 6999 . 9 .. 0000.. 96 9 996 . 6 6 Herminio F. GonzaleZ, P E. Director, Building Code Compliance Office NOA No 05- 112911 Ezpkaiion Date: May 22, 2008 Approval Date: February 23, 2006 E -2 i. GLAZING OPTIONS: CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS SHEET A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8° , ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED } A A s X d X NOTES ............... ....................... 1 x o x x o x GLAZING DETAILS ........................ 2 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. UNEQUAL LITES ELEVATIONS ....................... "' ...... 3-9 B. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF � MAR 10 x o DESIGN PRESSURE TABLES....... SOLUTIA OR DUPONT PVB. SECTIONS ....... ............................... 10 C. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18° UNEQUAL CORNER CONSTRUCTION........... 11 ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED O X O PARTS LIST. PROFILES..••.....•.•.•.•. 12 12 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7116° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° UNEQUAL LFES ANCHORAGE .. ............................... 1,3,4,13 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLU11A, OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5118° LAMINATED COMPONENT WITH A 31W AIR SPACE. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13116" I.G. GLASS COMPRISED OF (1) LIFE OF 11W ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7116° LAMINATED GLASS COMPRISED OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16° I.G. GLASS COMPRISED OF (1) LIFE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116° LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX. XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98.� C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR XX° CONFIGURATIONS SEE SHEET 6. F. FOR XOX" & "O" CONFIGURATIONS SEE SHEET 7. a G. FOR M °XOX" & XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE XOX, XO" & "OX" CONFIGURATIONS SEE SHEET 9. k,4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL• MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID-SPAN ® SEE SHEET 13 FOR APPROVEDJMHb'*. 3 /4TA?G rb 4SR4%41 SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES PrOr nIN;SI _E'f $116ROUGH 9. SEE SHEETS S THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SC S. • • • *@* • • • 5. SHUTTER REQUIREMENT: NON9 REQN&D • • • • • • 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ,7. REFERENCE TEST REPORTS: FTL-35.80, FTL- 3582, F•IL-3887+ , FTL4607 AND FTL-4608. OWLa S MOVEGUMV DWAS TOWN -- arras 'ro� • • 7CUr. GLASS ril FAIma REVM MCM • •1 • Aa a= INS MK0N6 R 30174 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VOTES AND TABLE OF CON7EIM 6MINUM CASEMENT WINDOW IMP, •wm.a. Bmn: � rsmspea CA-740 NTS 1 a13 M45,8 Ulm 0.'fumca, P.E. ROOM mteauwcei ® 116' ANNEALED OR .090 PVB INTERLAYER 13116" -- HEAT STRENGTHENED 1/6" HEAT STRENGTHENED GLASS O 5116" LAMINATED COMPONENT GLASS 31 " 3/6" AIR SPACE 116" HEAT STRENGTHENED GLASS 46 I 1/8 HEAT STRENGTHENED GLASS H° EAI T STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUK 5/16" LAMINATED GLAZING DETAIL 32 33 ---I I-•-- .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT �- STRENGTHENED GLASS .65" NOM. GLASS BITE 87 O 13/16" 3/16" ANNEALED OR HEAT 7116" LAMINATED COMPONENT STRENGTHENED GLASS AIRSPACE .090 PVB INTERLAYER 116" ANNEALED GLASS 3/16" HEAT STRENGTHENED GL :aasorse•ea •• • •-1 • • P.O. BOX 1m NOXQW, R 3W4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AW NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL 0-1 GLAZING DETAILS UUMINUM CASEMENT WINDOW, IMPACT ar"bex em C.46745 NTS 2 m 18 70458 DM. BITE f�1 Lum A, Turtw, M PE p&820I 7/16" LAMINATW • • • • • • • • • • GLAZING DE?ML • • • • • • • • • • :aasorse•ea •• • •-1 • • P.O. BOX 1m NOXQW, R 3W4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AW NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL 0-1 GLAZING DETAILS UUMINUM CASEMENT WINDOW, IMPACT ar"bex em C.46745 NTS 2 m 18 70458 DM. BITE f�1 Lum A, Turtw, M PE p&820I ANCHOR 11/2° LOCATION TYP. CENTERLINE 3" MID—SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN 7' k-- 4" MAX. ANCHOR LOCATION TYP. FAN 4' MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30' MAX. SILL OF "X' PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING -- DETAIL SHT. 4fl 134" MAX WIDTH ".. SEE MID—SPAN ANCHOR DETAIL / \ TYP. (2) / y 68" MAX. / DAYLIGHT X OPENING 13" MAX. O.C. 78" MAX. j \ SEE MEETING HEIGHT \ RAIPETAIL 4" MAX. --► I i 14112' MAX. O.C. TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX O.C. 4" MAX. 89" MAX. DAYLIGHT OPENING 7G MAX. HEIGHT 4" MAX 3��AA� • .•�- • 1410 MAX. O.C. VENT HEAD $ SILL ONLY VENT TYP 80" MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) (S6E.SFIEE78 7 -9 FOR PRESSURES) P.O. •OX lm AUVMUS, R 3W4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CA-740 I MTS 1 3 m 13 1 70458 t. �R L -A.Tm, P.E PE ASS= n ANCHOR DETAIL TYP. (2) ELEVATION "W 134" MAX WIDTH (SEE SHEET 7 FOR PRESSURES) ANCHOR LOCATIONS 30" MAX. 53" MAX. 30' MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE: "X" PANEL MAY SWING NOTE 4) OPENING OPENING /� - . OPENING F . I IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX O.C. 4" MAX. 89" MAX. DAYLIGHT OPENING 7G MAX. HEIGHT 4" MAX 3��AA� • .•�- • 1410 MAX. O.C. VENT HEAD $ SILL ONLY VENT TYP 80" MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) (S6E.SFIEE78 7 -9 FOR PRESSURES) P.O. •OX lm AUVMUS, R 3W4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CA-740 I MTS 1 3 m 13 1 70458 t. �R L -A.Tm, P.E PE ASS= n DENOTES HINGE LOCATION AT HEAD & SILL OF W PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. 4' MAX. 4" MAX. HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 37" MAX. WIDTH 60" MAX. WIDTH 30" MAX. 53" MAX. —DAYLIGHT DAYLIGHT OPENII OPENING SEE t MID-SPAN ANCHOR 89" MAX, DETAIL I DAYLIGHT W MAX SHT. 3 OPENING / DAYLIGHT TYP. (4) / OPENING ® / 76" MAX. Ar HEIGHT 13" HEIGHT MAX. O X\ O.C. 4" MAX. — �y FI L 141!2" I 13'MAX. O.C. - 1-- MAX. O.C. 4" MAX. �--�� -III �L.r.rnl wiJ "D" - "X` ELEVATION "E" - "O" (SHEET 5 FOR PRESSURES) ] (SEE SHEET 7 FOR PRESSURES) °r ,Y_ w►nrFimi� 30" MAX. 97° MAX WIDTH NOTE: 'X" PANEL MAY SWING r - 9 F DAYLIGHT 53' MAX. IN EITHER DIRECTION OPENING DAYLIGHT OPENING /17— - ems• SEE MID-SPAN ANCHOR i DETAIL SHT.3 j TYP (2) X 13" \ MAX. \ • 4' • -- • 141@" MAX. O.C. VENT 4' MAX HEAD & SILL ONLY 37' MAX. VEI1 JEUVATI61op'tW, • ••• ••• ro�� c A0DMMDErA9.a•9wLOC*77mNoR*•• • 94276 D OmwmAX Hr. roar wmAXOLO 7D a- "pt A.O.W t6a7 NOW=, FL 99274 D2 771 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE MID-SPAN ANCHOR DETAIL ® SHT. 3 TYP. (2) 69' MAX. DAYLIGHT OPENING //0 � 76" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) - i 13" MAXC 60' MAX. FIX_ED C' UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) ALUMINUM CASEMENT WINDOW, IMP, Amw o 1t a¢ m ryl6 01,740 NTS 4 m f3 70468 WaseA Twrrei. P.E. COMPARATIVE ANALYSIS TABLE 1. W WINDOWS -3729 GLAZING OPTIONS: A. 5118° LAMI (1/8"A,.090,1/8 "HS) B. 5118" LAMI (118"HS,.090,1 1S"HS) 1311W LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1 /8 "H HEIGHT -- 26 31 36 38318 43 48 50 5/S 54 57 60 63 68 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -�.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 - 89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.01-90.0 .70.0 -90.0 70.01-90.0 70.0. -90.0 70.0 -90.Q 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 2812 A -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-83.6170.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 89.9 69.9 -67.8 87.8 - 66.2 66.2 - 65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0.70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0170.0 -90.0 70.0 -90.0 70.0 490.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 - 90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70:0. -68.4168A -63.9 63.9 -60.0 80.0 - 58.5 58.5 - 56.2 56.2 -53A 53A -51.3 51.3 -49.8 49.8 -48.3 48.3 BE -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -8Q.0 70.0 -90.0 70.0 -M.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9158.9 - 56.1 56.1 - 53.8 63.8 -50A 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -422 422 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -87.8 70.0 -64A 70.0 34 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -55.5 85.5 - 57.5 57.5 - 54.9 64.9 -51.8 61.8 -48.6 48.6 -452 4521-42A 42A B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 - 75.0 70.0 A -75.0 70.0 -76.0 70.0 - 75.0 70.0 -70.4 70.0 - 80.4 60.4 - 64.3 64.3 -51.1 51.1 -47.9 47.9 8 -42.2 42.2 BE -75A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7d.0 -75.0 7d.0 -75.d 70.0 -75.0 70. -76.a 70. 75.0 70.0 7 75.0 70.0 -75.0 70A -73.7 70.0 - 87.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 46.4 46A -43.5 .5 -41.1 41.1 M7W*7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. °X "WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16° LAMI (311 IM.090,3/16"HS) ALL W SIZES UP TO 37" WIDE x83" HIGH AND ALL Or SIZES UP TO 32" WIDE x 72" HIGH -�A 70.0 TABLE 2A. ur WINDOWS TEST REPORTS: FTL -4s7, FTL 4808 GLAZING OPTIONS: C. 7/18' LAMI (3/18 "A,.090,3 /16"HS) F.13/16" LAMI (1l8"A)UR SPACE,7 /18" LAMI -W/ 3(16"A,.090,3/1"S) ALL W SIZES UP TO 37" WIDE x 78" HIGH 1:00-r6-50 •• ••• • • • • • •• X NOTES: • • • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCW -TE•fb T=IE CULL DISILA $11ESSURES IN THE ABOVE TABLES, USE ELCO 19" TAPOONS OR 114" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 13 LIMITED TO 898 P.S.F. . APE 1, PAL ma&mdc l FA a A�ssrrFaEro ftES 1�a • • • • • • nmm rA • • Rs4274 PRESSURES- X CONF.IG. W/NDOWS FAQ 9 /iflRA9 C NOGi/WGET183 ShAF•• • ••• • 1�Po'RlB ALUMINUM CASEMENT WINDOW, IMPACT FA wzws 0 REMEANCi0R3 &A1m?VhEWffOPT(ON FA 12117102 ly y/yfy T. CA•740 em. NT$ .m S m 18 oam��n, 7045,8 �„ D • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 3. ")W WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 6118" LAMI (118"A,.090,11WHS) HEIGHT " ;" 31 36 383/8 43 48 505/8 54 b7 60 63 WIDTH N NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POs 37 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 43 'A -75.0 70.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53118 A -76.0 70.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -72.1 70.0 -68.5 69.5 - 67.5 57.5 57 A - 75.0 70.0 - 76.0 70.0 75.0 70.0,-76.0 70.0 -76.0 70.0 -74.41 70.0 - 68.6 69.61-652 65.2 -63.0 63.0 -60.8 60.8 58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.8 -60.0 60.0 - 58.5 58.5 -58.2 56.2 -53.4 53.4 64 A - 75.0 70.0 -75.0 70.0 -76.0 70.0 76.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -58.1 56.1 - 53.8 53.8 -50.4 60A 147.7 47.7 88 70.0 - 75.0 70.0 76.0 70.0 76.0 70.0 -65.5 ' 65.6 - 57.6 67.5 - 54.9 54.9 51.8 51.8 - 48.8 48.6 45 2 46.2 142.4 42.4 72 L-755.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 S0.4 - 54.3 64.3 51.1 51.1 -47.9 47.9 - 44.8 44.8 -2.2 42.2 - 38.7 39.7 74 70.0 -75.0 70.0 -73.7 70.0 - 67.9 67.9 59.0 59.0 52.8 52.8 f49.8 49.9 -46.4 46.4 143.5 43.5 141.1 41.1 - 38.6 38.6 TABLE4. `7OV WINDOWS TEST REPORTS: FTL -3682, FTL -3729 GLAZING OPTIONS: B. 6/18" LAW (10HS,.0W,l/WHS) E.13/16" LAMI (118"HS,3/8" SPACE,S/1(" LAMI -Wl 1/8"Hs,.090,1fi"HS) ALL IW SIZES UP TO 74" WIDE x 63" HIGH 1-76.0170.0 TABLE 5. 1W WINDOWS TEST REPORT: FTL M GLAZING OPTION: C. 7116" LAMI (311M.090,311WHS) ALL"= SIZES UP TO ZV WIDE x 63" HIGH -90.0 170.0 TABLE 5A. "W WINDOWS TEST REPORTS: FTL -3680, FTL4W7, FTL GLAZING OPTIONS: C. 7/16" LAMI M16"A,.090,3116"HS) F.13f16" LAMI (lf8 "A,AIR SPACE,7116" LAMI-W/ 3118"A,.090,3116"HS) ALL'W SIZES UP TO 74" WIDE x 76" HIGH -65.0 86.0 •• ••• • • • • • •• NOTES: ® • • • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCWM I'a TIE W DISI6N PRES911RES IN THE ABOVE TABLES, USE ELCO 114• TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 0 • 000 • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. . . • . ••• ••• �°°�` " • • • • •• • • • •,p�ur`v"v-c PRESSURES XXCONFIG. WWNDOWS • • • • • • • •hIL�FtG 7142 8 FA 9EVMAAVf0M &AWTA9LW?rHEMfff0P M Pa.SQxte� ALUMfNUMCASEMENTW/NDOW, IMPACT Omney. 0"� W1e IlOKOL®S, F13�4 Vmi&ly Bea, wee mr•�m F.K l;W7102 GWQO &Ts 1 6 - 13 70458 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �l hi Waal0. TW , P.F- PENSM MacharkEd COMPARATIVE ANALYSIS TABLE S. "O" & °114.12 -114 XOX° WINDOWS TEST REPORTS: FTL -=2, F L -3728 FTL-4W FTLASW GLAZING OPTIONS: A.6M0" LAMI (118°A.OW,1l8"ILS) EL6M5° LAMI (1A3°HS,AW,VB°HS) G. 7/15" LAMI(3M8°A,.oW,311S'IiS) E 13115° LAMI 118°HS 318" SPACE 6118° LAMA W/ 118'Ii8.0W,i162 F.13110' LAMI 1/8° R SPAC 7118" LAMI- W13M8" .090 3MS°H HEIG 4 2 4 WIDTHS 28 31 38 38318 43 48 1 50618 84 87 89 87 72 78 10° 1 "XOX" NEG I POS NEG POS NEG I POS NEG 1 POs NEG POs NEG POs NEG POs NEG POS NEG POS NEG POS NEG POS NEO POS NEG POS NEG POS X O X A -75.0'70.0 - 75.0 70.0 -75.0 70.0 -70A 70.0 �.4 80.4 - 84.3 54.3 51.1 51.1 -47.9 47.9 44.8 449 422 422 - 39.7 39.7 36 72 B,E -75A 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -760 70.0 -75.0 70.0 OF -90.0 70.0 -W.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -W.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 - 90.0 70.0 55.0 56.0 - 55.0 65.0 -86.0 66.0 A - 75.0 70.0 -76.0 7a0 73.7 70.0 57.8 67.9 59.0 69.0 -52.8 629 -49.9 49.9 -46A 48A 4&6 43.6 41.1 41.1 38.8 38.8 37 74 BE - 75.0 70.0 - 75.0 70.0 - 76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 - 76.0 70.0 - 75.0 70.0 Q C F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0-90.0 70.0 -90.0 70.0 30.0 70.01-90.0 70.0 - 80.0 70.01-90.0 70.0 -W.0 70.0 55.0 55.0 56.0 55.0 55.0 65.0 A - 76.0 70.0 -75.0 70.0 57.8 87.8 52.1 82.1 58.7 88.7 49.8 49.8 46.9 48.9 43.8 43.8 41.1 41.1 3&8 3&6 38.5 38.8 39112 79 BE 75.0 70.0 - 75.0 70.0 -71LO 70.0 - 76.0 70.0 -75.0 70.01-75.0170.0 75.0 7aa -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 C F - 90.0 70.0 -W.0 70.0 -90.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 7a0 -W.0 70.0 -90.0 70.0 -87.4 700 - 832 70.0 58.0 55.0 - 660 66.0 -66.0 6&0 A -76.0 70.0 -75.0 70.0 524 824 5 &4 58.4 -6&3 63.3 -WA 68.4 53.4 63.4 -600150.0 45.9 48.9 - 44.3 44.3 41.9 41.9 42 84 B E - 78.0 70.0 -75.0 70.0 - 76.0 70.0 - 76.0 70.0 - 78.0 70.0 - 75.0 70.0 7&0 70.0 -75.0170.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C F 90.0 70.0 -80A 70.0 90.0 70.0 90.0 7a0 -9a0 7a0 80.0 70.0 90.0 70.0 9D.0 TOA 84.6 70.0 -78.7 70.0 - 76.8 700 55.0 86.0 -86.0 68.0 68.0 66.0 A -75.0 70.0 - 70.3 70.0 58.0 68.0 54.6 54.8 58.3 59.3 -83.8 63.8 -50.9 5 &9 479 479 44.7 44.7 -0-1 421 30.7 39.7 45 W BE -780 70.0 -76.0 70.01-75.0 70.0 -76.0 70.0 -7&0 70.0 -7&0 70.0 -7&0 70.0 76.0 70.0 -7 &0 70.0 -7&0 70.0 -7 &0 M.0 C -W.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -W.0 70.0 -90.0 70.0 -88.2 70.0 -61.8170.0 -76.9 70.0 -72.4 70.0 592 692 58.0 55.0 -65.0 55.0 58.0 6 &0 A -78.0 70.0 58.0 S &O 54.3 64.3 -51.1 51.1 5 &1 56.11-51 .4 514 48.8 489 - 45.3 45.3 -426 426 -40A 40.4 -3&4 36.4 48 W E - 76.0 70.0 -75.0 70.0 -7 &0 70.0 -7&0 70.0 -7 &0 70.0 -7&0 70.0 -76.0 70.0 -78A 70.0 -78A ALO -76A 70A -76A 704 C,F -W.0 70.0 -90.0 70.0 -W.0 70.0 -W.0 70A -W.0 70.0 -68.0 70.0 -809 70.0 76.0 70.0 -70.7 70.0 -67.3 87.3 -84.1 84.1 55A 6$.0 56.0 66.0 -5321532 A -76.0 70.0 50.8 W.8 51.3 51.3 -48.3 48.3 -117 0-7 -48.7 48.7 -48.9 48.9 439 43.6 413 41.3 - 382 392 37.1 37.1 5012 101 9,E 75.0 70.0 - 76.0 70.0 76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -76.0 70.0 74.3 70.0 C,F -90.0 70.0 -0&0 70.0 -90.0 70.0 -90.0 MA -90.0 70.0 .81.2 70.0 -7 &7 70A -70.3 70.0 - 889 88.8 - 83.6 83.6 �.5 8a6 55.0 6 &O 529 52.8 49.8 49.8 A -75.0 70.0 58.7 58.7 4&7.48.7.-45A 45.4 50.0 60.0 48.1 48.1 442 442 422 42.21-40.1 40.1 -38.0 38A 382 382 53118 108 318 B,E - 75.0 70.0 -7 &D 70.0 -7 &0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -7&0 MO -75.0 70.0 -76.0 70.0 -78A 70.0 - 72.4 70.0 be Padft C F -90.0 70.0 - 80.0 70.0 -80.0 70.0 -90.0 70.0 -88.670.0 - 78.4 70.0 -71.1 70.0 -689 88.6 - 83.0 63.0 50.0 W.0 - 67.3 57.3 53.8 63.8 49.4 49.4 462 462 A - 75.0 70.0 582 582 479 479 -44.6 449 -491149.1 45.3 45.3 43.4 43.4 41.9 419 39.8 39.6 -37A 37.8 -3 &9 35.8 54 108 8,E - 75.0 70.0 - 75.0 70.0 -78A 70.0 -75.0 700 -7 &0 70.0 -76A 70.0 -75.0 7a0 -75.0 70M - 75.0 70.0 -76A 70.0 - 71.8 70.0 C F W.0 70A 9D.0 70A WA 70.0 -W.Q 70.0 W 9 70.0 -76.0 70A -70.1 70.0 5b.4 85.4 619 81.8 58.1 591 68 4 68.4 528 528 48.4 48.4 452 462 A -760 70A 87.1 67.1 4 &4 48.4 43.3 43.3 47.6 47.5 43.9 43.9 422 422 40.8 409 39.1 39.1 372 372 364 384 q 5512 111 B,E 75A M.0 - 75.0 70.0 -75.0 70.0 •75.0 70.0 75.0 70.0 -7 &0 70.0 - 78.0 70.0 - 75.0 70.0 -7&0 70.0 -74.3 70.0 - 70.6 70.0 C F -80.0 70A -90.0 70A -8a0 7a0 -90.0 70A 84.3 70.0 -72 6 70.0 584 8114 53.8 83.8 50.1 Bat -b7 67.61-64.8 649 51.1 61.1 48.8 48.8 43.8 438 A -78.0 70.0 562 5521-44.8144.8 421 421 482 482 �.5 42.5 -41,2412 39.8 399 -36.5 3&5 3&7 3&7 34.8 349 87 114 B.E -75.0 70.0 M &0 70.0 -7&0 70.0 -7&0 70.0 -7&0 70.0 7 &0 70.0 -75.0 70.0 -750 7a0 - 73.3 70.0 58.8 699 C F -90.0 70.0 -90.0 .0 70.0 -90.0 70A -81.8 70.0 -70.7 70M 56.7 88.7 519 619 -S &7 6&7 -65.9 869 -532 &9.2 49.4 49.4 482 482 428 42.8 A -742 70.0 5 &0 3.4 43.4 - 409 409 44.8 44.8 413 413 �2 402 38.7 38.7 379 379 38.1 .1 342 342 B E -75A 700 78.0 8A T0.0 -78.0 70A -76A 70.0 -7 &0 70.0 -7 &0 70A -78A 70A -78A 70.0 -722 700 88.4 8 &4 C,F 90A 70A -9D.0 O 70.0 -MO M.0 79.4 .0 -0.0 �. -64.9 849 50.4 60A - 873 819 +17.8 47.8 - 43.8 43.8 41J 41.7 A -729 70.0 53.4 22 422 39.7 39.7 439 43.5 40.4 40.4 392 382 379 37.8 38.7 38.7 389 389 33.7 33.7 E -76 0 70.0 -75.0 75.0 70.0 - 76.0 70.0 - 75.0 70.0 - 76.0 70.0 -78.0 70A -78.0 70.0 -733 70.0 -71 A 70A 57.4 674 F -W.0 70.0 90.0 0.0 70.0 -80.0 70A -77.1 70A 57.3 87.3 83.3 83.3 58.1 69.1 669 i 9 53.0 83 0 50.0 50.0 48.3 46.3 429 429 40.8 409 TABLE 7. "O & °1/412 -114 XOX" WINDOWS TEST REPORT: FTL -3580 MAZ9QqFM 11 7 LAVI (WPH&m ALL "O" SIZESUP TO 80° MADE x 88° mawAN9 12-1/4 XO)" SIZES UP TO 120" WIDE x53° HIGH -W.0 70.0 TABLE 7A • • ^O" &W114112M149LOJP WINDOWS TEST REPORTS: FTL46D7 FTL 4W8 GLAZING OPTIONS: D. 7M8° LAMI (311 .• ) 1 i ( ACE,7M8" LAMt W/ 3M8"IiS „080,VlS'HS) ALL "O" SIZES UP TO W° WIDE x 76' HIGH AND ALL *IX1)2-114 XOX° SIZES UP TO 12(r WIDE x78" HIGH 56.0 56.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114 TAPCONS OR ® 1/4° SS4 CRETE -FLEX ANCHORS• • 0 0 • • • 000 (Al 2. IF INSTALLING WTH #12 8C E GNP SSU U TO 6 P.S.F. (�d,+'� FA 32&03 8 Aon O1A847YPEE To e • • • • • • • • • PRESSURES- O & 114- 112 -114 XOX CONFIQ WINDOWS FX 711OW NOCHAAW TM98iE'• • • • • • • NdIbR. F.LL6- mm FX o n ANCHORSAMAr ?rMT.OM M P.O. Ism ALUMINUM CASEMENT IMN�OW, IMPACT Noxoxaaasea7a 1- P� PE MR01 F.K. 12/17A72 CAAaO AFTS 7 d 13 70458 D Afterafflical • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MPARATIVE ANALYSIS TABLE 8. "XO" OR "OX° &"1r3-I/3-113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 6116" LAMI (118°A,.090,118"HS) HEIGHT "XO° "XOX" 26 31 36 38318 43 48 50 518 54 57 60 63 WIDTH WIDTH NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS I NEG POS NEG POS NEG POS NEG POS 37 66112 A -75.0 70.01-75.0 70.0 -76.0170.0 -76.0 70.01-76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49113 74 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 531/8 79 213 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 89.8 69.5 - 87.6 67.5 58 84 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.070.0 -71.9 70.0 -871 87.7' -64.9 84.9 -82.7 82.7 -60.4 60.4 80 90 A -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -88A 68.4 -83.9 63.9 - 60.0 60.0 - 58.5 58.5 - 562 58.2 -WA 53A 64 96 A -75.0 70.0 -75.0170.0 -75.0 70.0 1-75.0170.0 -71.1 70.0 -61.8 61.8 -58.9 56.9 - 58.1 68.1 - 53.8 63.8 -WA 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68A 66.4 - 582 582 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 46.91-43.1 43.1 70.917 106 318 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8170.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 115.8 45.8 142.8 4 72 108 A -76.0 70.0 -75.0 70.0 -75.0 - 70.0 -70.4170.0 -W.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 114.8 44.8 -422 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 67.9 67.9 - 69.0 59.0 -52.8 52.8 -49.9 49.9 -46A 46.4 - 43.5 43.5 1G1.1 ABLE 9. "XO" or "OX" & °113- 113 -113 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/18" LAMI (1/8"HS,.090,118"HS) E. 13118° LAMI (1/8"HS,3/8° SPACE,5/16" LAMI W/ 1/8"HS,.090,IWHS) ALL 9(O° OR "OX" SIZES UP TO 74" WIDE x S3" HIGH AND ALL "1P3- 1/3 -1/3 XOX° SIZES UP TO' 111" WIDE x 83" HIGH -75.0 70.0 10. °XO" or "OX" & "113.1/3 -1/3 XOX° WINDOWS T GLAZING OPTION: C. 7116" LAMI (3/18"A,.090,311S°HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113 - 113-1/3 XOX" SIZES UP TO 111" WIDE x 10A. %CO" or "OX" & "1 &113-113 XOX° WINDOWS TEST REPORTS: FTL4 GLAZING OPTIONS: C. 7/18" LAMI (3118 "A,.090,3 /18"HS) FAXIS" LAMI (118"A AIR SPACE,7116" LAMi -W/ 3116"A,.090,3118"HS) ALL °XO° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113.113-1/3 XOX° SIZES UP TO 111" WIDE x 0 NOTES: & , • a • • 1. FOR INSTALLATIONS IN WOOD OR C%MRE V[:) l$E� DIE IGNPRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH 6'12 SCREWS, DESIGY PR�SU�tE Z4 L:MIIEI; (}89.6 P6.F. •• ••• •• • • • •• ,•, ••• ••• ••• Fk srrsvu s Anne rvPEETO r e • • *00 • • m7o PRESSURES - XO, O & 113 • •• FJC 711GM C NO CHANGE TK9 SHEET • • • • A FL AM im FJC Maw O Ci4NAKCHOP2AWADD 7VHEIGHrOPT/IXY P.0.80X98� ALUMINUM CASEMENT VI GE �, m as NOXOb&4, FL 3!274 V d* Behr FX tWADS OA 1 1 N7S 8 a 13 ••• • • • ••• • Cslltmcm 7045-8 1 -, 1 3 3 3 X O x X O o x r� C� v� (10-r Lumjk TUmer PJ:. PE 88M N.edmicaI. COMPARATIVE ANALYSIS TABLE 11. "XO° or'OX' & I(OX° UNEQUAL LITE WINDOWS TEST REPORTS: FT43580, FTL -3582, FTL -3729. FTL4607, FTLAM GLAZING OPTIONS: A 618° LANI (118 A,.090,1I8°HS) B. 5H8° LAMI (llMS W0.V8°HS) C. 7/18° LAMI (3118°A,.090,3/16'HS) E 1318° LAMI IMW 318" SPACE,SJ18° LAMI -WI 1/BHS..090-1/8°FI F.13flW LAMI 118 SPA 718° LAMI -W/ 3t18° .080 31 HEIGHT WIDTHS 28 38 38 318 43 48 50 518 64 1 67 60 63 87 72 78 'XOX' VENT I FD(ED NEG POS NEW POS NEG POS NEO POS NEG I POE NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -76.0170.0 76.0 70.0 -75.0 70.0 -74.1 70.0 -64.9164.9 -60.6 60.6 -68.1168.1 - 68.1 68.1 - 63.3 53.3 -50.5 50.6 69.264 19.125 31.014 BX -75.0 70.0 75.0 70.0 -75.0 70.0 -75A 70.0 -750 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 C F -90.0 70.0 -90.0 70.0 -80.0 70.0 -900 70.0 - 80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -9011 70.0 -66.0166.0 -66.0155.0 - 56.0 155.0 A -75.0 70.0 49.1 89.1 - 83.4 63.4 - 58.8 66.5 - 60.4 60.4 -47.5 47.5 - 44.1 44.1 -41.6 41.8 -39.2 392 -36.9 36.9 88.919 24 38.919 B,E 75.0 70.01-76.0 70.0 - 75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -73.8 70.0 CF -90.0 70.0 •90.0 70.0 -90.0.70.0 -900 70.0 -90.0 70.0 - 90.0 70.0 •90.0 70.0 -90,0 70.0 -99.4 70.0 852 70.0 56.0 66.0 -66.0 58.0 •SS.O 65.0 A 75.0 70.0 -80.5160.5 - 572 572 1 •62.1 82.1 -552 552 - 52.6 62.6 •49.1 49.1 482 462 -43.6143.01-41.1 41.1 86.973 27 42.973 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 76.0 70.0 -76.0,70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 C F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 - 90.0 70.0 - 87.0 70.0 -81.9 70.0 -772 70.0 -73.1 70.0 - 55.0 65.0 -55.0 66.0 -0.0 55.0 A -75.0 70.0 -53.5 63.6 -50A 50.4 -54.6 54.5 -50.7 60.7 - 482 482 -44.9 44.9 - 42.0 42.0 - 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -78.0 70.0 - 75.0 70.0 - 76.0 70.0 - 76.0 70.0 -75.0 70.0 108. 30 48.849 C F -90.0 70.0 -80.0 70.0 -90.0 700 -900 70.0 -84.7 70.0 799 70.0 73.8 70.0 -09.7 89.7 -88.3 68.3 -03.1 83.1 -66. 55.0 -.45.0 55,0 - 52.2 622 A -75.0 70.0 -49.9 49.9 46.8 46.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 - 42.7 42.7 - 40.7 40.7 -WA 38.8 - 38.8 30.8 115. 32 61.892 E -700 70.0 75.0 70.0 -76.0,70.0 - 75.0 70.0 -76.0 70.0 75.0 70.0 75.0 70.0 76.0 70.0 75.0 70.0 •732 70.0 C F - 90.0 70.0 - 90.0 70.0 - 900 700 -90.0 70.0 -78.6 70.0 -732 70.0 -0.3.68.3. 84.8 64.8 -81.4 81.4 4" 58.8 -65.0 58.0 - 50.9 50.9 -47.7 47.7 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48A 48.4 - 44.7 44.7 -428 42.8 41.4 41.4 -399 39.5 37.8 37.5 -35.7 36.7 122 33.887 54.827 B,E -76.0 70.0 76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -76.0170.0 - 74.9 70.0 -71A 70.0 C,F 4900 70.0 - 90.0 70.0 - 90.0 70.0 -83.8 70.01-74.0170.0 -89.4 89.4 -64.7 64.7 -61.0 81.0 38.4 58.4 - 55.7 55.7 -821 52.1 47.7 47.7 -44.6144.8 A - 76.0 70.0 -48.8 46.6 - 43.6 43.6 - 47.9 47.9 - 44.3 44.3 124 42.4 -41.1 41.1 - 39.3 39.3 37.3 37.3 -35.5 35.5 123.1 34 55.136 SE -75.0 70 0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 74.8 70.0 71.0 70.0 C F X80.0 70.0 -90.0 70.0 - 80.0 70.0 85.0 70.0 -73.9 70.0 -88.8 682 84.1 84.1 809 80.5 37.8 57.9 552 6621-61.515T-5 - 472 472 44.0 44.0 A -78.0 70.0 15.5 45.5 12.8 428 -46.7 46.7 - 43.1 43.1 11.8 41.8 102 402 - 38.7 38.7 38.8 38.8 - 35.0 35.0 128.000 34.791 68.418 SE - 75.0 70.0 75.0 70.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.01-75.0170.0 -75.0 70.01-73.7 70.0 70.1 70.0 C F -90.0 70.01-90.0170.0 70.0 -82.8 70.0 - 71.3 70.0 -67.3 67.3 32.5 825 4582 S9.2 -U S 58.5 -53.8 63A - 50.1 60.1 15.8 45.8 - 43.0 43.0 A 74.4 70.0 -43A 43.6 412 16.1 46.1 11.5 41.5 10.4 40.4 -US 382 37.7 37.7 382 362 - 34.3 34.3 130 35.898 58.209 BE 75.0 70.0 -75.0 70.0 70.0 75.0 70.0 75.0 70.0 76.D 70.0 -75.0 70.0 -75A 70.0 -72.4 70.0 -0.6 88.8 C F -90.0 700 -90.0 70.0 r 70.0 78.0 70.0 -M.3 69.3 35.3 65.3 -W.8 60.8 -579 67.8 34.7 54.7 -51.9 61.9 -48.1 48,1 A - 74.3 70.0 43.5 43.6 41.0 16.0 45.0 114 41A 40.3 40.3 -US 38.8 37.6 37.8 -XI 38.1 34.3 34.3 B E -76.0 7Q0 -7$.0 70.0 70.0 - 760 70.0 - 76.0 700 - 76.0 70.0 -75.0 70.0 769 70.0 723 70.0 -889 68.5 130 38 58.378 C - 90.0 70.0 - 90.0 70.0 70.0 - 79.8 700 -69.1 69A.-N.1 65.1 -60.5 809 -57.4 57.4 34.6 84.8 -51.7 51.7 -48,0146.0 43.8 43.8 119 418 A - 728 70.0 122 422 - 38.7 38.7 - 43.5 43.6 40A 404 - 2 392 37.7 37.7 38.7 36.7 35.6 35.5 33.7 337 134 37 BE -75 0 70.0 75.0 70.0 •76.0 70.0 •75 0 709 -7f LO 70.01 -T69 70.0 -75.0 70.0 73 3 70.0 71.0 70M-87.4167A C - 90.0 70.0 80.0 70.0r-90.0,70.0, 77.1 709 37.3 67.31-63.3163.31-59.1159.11-56.9 65.9 -53.0 53.0 -W . I 50.0 1-46.3146.31-42.8142.8 -40.8 40.8 °XO' & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FD(ED WIDTH. ABLE 12 m ° X' & lOX° ulmiALLITEMOM TEST REPORT: FTL35M GLAZING OPTION: D. 718' LAW 8"H8 .D90,3118°H ALL *XOX° SIZES UP TO 1341 WIDE x S3° HIGH WITH 37° MAX VENT WIDTH AND 80" MAX FIXED WIDTH AND -90,0 70.8 ALL XO" or °OX° SIZES UP TO 97" WIDE x83° HIGH WITH 371 MAX VENT WIDTH AND 80° MAX. FIXED WIDTH TABLEI2A. s(O"or'OX• & X° U WINDOWS TEST REPORTS:FTL -3580 FTL4807 FTL4IX GLA2ING OPTIONS: D. 718° LAMI 8'HS .09b 8'H 31,10'Y.AIwI 1 R 718° LAMI- W /318°HS .090 318°H ALL "XOX° SIZES UP TO 134° WIDE x 78 HIGH WIT913P T AND60' MAX. FXED WIDTH AND 0 ALL -(O' or 'Or SIZES UP TO 97' WID*#W Hi&F-T MAX VENT WIDTH AND SW MAX FIXED WIDTH n NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114' TAPCONS OR ® 1/4" SS4 CRETE -FLEX ANCHORS. • • 000 • • • 2. IF INSTALLING WITH #12 SC GN PRSSGURP IE umrrEe TO ete P.S.F. FA MOCYA88TYPEETOT t4• • • s s • • • PRESSURES- UNEQUAL CON FX ,H� NDrIMs�t • -• - -- 4orAR'M Pr-T ryElpMOpr(ppt � R0.80aC 4818 NOKOMI9, R 94874 • • • W.w w -• ••• • • • ••• • V- UMINUM CASEMENT WINDOW, IMPACT Bair wmx mamplh CA-74o NTS 8 m 13 7045.8 X O x UNEQUAL LITES X O UNEQUAL LITES O X UNEQUAL LITES .. �ijirFJlri1„ umesA. Twam, PZ PEOW MAX. . HEIGHT (SEE SHTS. 3 & 4) :MAX VENT DAYLIGHT OPENING (SEE SHIT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 &4) gvl� • • • • • •• • • • ••• • • • • • • RTICAOSE•CTTON VERTICAL SECTION FIXED UNIT OPERABLE UNIT . . . . ...... IsHAwTAP"Mr. ..a '•' ••: _•I,-lo�TO E P.0. � 1878 NOUCdN08. A.9ffi!4 . ..... . .. . .... . . .... . REFERENCE "XO- & -XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX. FIXED LITE DAYLIGHT OPENING — (SEE SHT. 3) —MAX WIDTH (SEE SHT. 3)- HORIZONTAL SECTION - XOX REFERENCE -XO' & -XOX" FRAME 'ASSEMBLY DETAIL, SHEET 11® REFERENCE ")W FRAME ASSEMBLY DETAIL, SHEET 11 HORIZONTAL SECTION - XX HORIZONTAL SECTION. X CA-740 INTS 1 10 b 13 1 70458 ►��2t /dS' LUCW A TWW. P.E. PEosm FRAME ASSEMBLY #12x1 H K SMS 13° MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MAIL: 6063 -T6 3° APART AT MID-SPAN 1.376° I tf1R °X" FRAME JAMB °X° FRAME JAMB 4'!V ® .095° lj CASEMENT BACK NG PLATE ° Ill SASH FRAME TOP MArL: 6063 -T6 NOM. OR BOTTOM RAIL DWG# 7071 "XX° FRAME ASSEMBLY DETAIL n ^� #8x1 QUAD PH SMS #12x1 PH TEK SMS (2) PER CORNER FRAME ASSEMBLY 13° MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6053 -T6 3° APART AT MID -SPAN SASH FRAME RX° FRAME JAMB °O° FRAME JAMB SIDE RAIL ° SASH FRAME ASSEMBLY DETAIL °XO° & °XOX° FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAM' FRAME JAMB MAIN FRAME AS6EMBLY9ETAR_ • • • • ssNEE7 • • • • • • • � • • • sa srEFr • • • • • • • • ��m,•� �°� P.O.sw1828 NOKOAM R 99274 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • kl�li 1.159° -- 2.139° ---4 SSASH FRAME HEAD SILL, JAMB MATL: 6063 -T6 DWG# 7003A i 2.764° —►d CDFRAME HEAD, SILL, JAMB MAIL 6063 -T6 DWG# 7002A Rmltw FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A EXTRUSIONS & r4-740 NTS 1 11 d 13 704" �'3GFJ1�1:, ((l21 �vf Lum A!'Vm, RE PEomm W&OHeal AW 181WLa GUW & GLA3ft BFi>s • Ap Tggy1MT ;00 • ADD EWN. T0lnW 44.68.IC0A0ANDADD PARTS LIST CONT. PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002/1 MAXIM SINGLE LOCK FRAME - BEAD, SILL & JAMBS 2 1155 781PQA QUAD PH SMS 3 7008 08 X.750 QUAD PN SMS IMAIN ECORNERKEY 4 MM WINDOWPRAME -HEAD, SILL &JAMBS a xur CLOSED4;ELL FOAM TAPI 5 7003/1 08 X 1 QUAD PN SMS TOP, BOTTOM & SIDE RAILS 6 1135 78 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 GL.AZ]NGBEAD (13/16° LG.) BASHCORNERKEY 9 7014 I.C. GLASS (1891%AOL SPACE, 5/16iAMI) 5 116 LAMI- MAXIMMULTI- POINTIACK 10 7026 13116° LOCK3UPPORTPLATE 11 010-74 X.562 PFL FN. TYPE F 12 7014 89 MULTI-LOCK. KEEPER OLIL &LIL 13 1157 78X78PPSM5 1#8 X.875 PH. FN. SMS 14 7013 77E BAR QUIDS 15 7015 77F: BAR ASSEMBLY 16 7028 IMA30MDYAD OPERATOR 17 7027 AL ARM OPERATOR 18 7030 GASKET 1��73 19 7031 LATE 20 FH. PN. TYPE B 21 7032 STUD BRACKET & R.H 22 78587/1 #8 X 518" FLT. PBL SMS 23 7033 OPERATOR TRACK &SLIDER AL 24 7021 SNAP -ONBANDLE 25 7023 12'HINGE VYD 26 71002FP 010X.SWPH.PHL 30 3nW I AMINA E13 (1/8A & VSH9 GLASS) .090INTEIU.AYER- SOLUTIA OR DUPONT PVB 31 $116 LAMINATED (18BS & 1181E CLASS) .0901NIERLAYER- SOLUTIA OR DUPONT PVB 32 7/16' IAMINA7RD (3/16A & 3/16HS GIAS4) .0901NIERLAYER- SOLUTIA OR DUPONT FVB 33 7 /16" LAMINATED (3/1613 & 3n6HS GLASS) .0901NI RtIAYBR - SOLUTIA OR DUPONT PVB 40 7006 BEAD 5/16 41 7042 6L.AZINGBEAD (711 43 1224 6TP247 VWYL BULB WSTP MOM 44 SILICONE -Dow CORNING 899,995 OR EQUIV, 43 PARABOND 46 1634 6163K SETTING BLOCK so 7006 SCREEN FRAME 51 7040 SCREEN CORNER MY 52 SCRRRN CIAM4 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENISOEffidq" • • • 55 78x12P37W/3 #SX.500 IRLWTEK04 • 67 7004A 67004 G18EMENTFRAME AS9V TI18E • • • • • • 68 712XIPM 12 X 1" PH 69 7011 IACKBUPPOR' MATE 70 7012 LOCK SPACER 71 7019 711573 SNAP-ONT- HANDL.BKNOB 72 7018 1 7PLDLLD IFOLDINGTIANDIA0 • • see AW 181WLa GUW & GLA3ft BFi>s • Ap Tggy1MT ;00 • ADD EWN. T0lnW 44.68.IC0A0ANDADD PARTS LIST CONT. DWG # POT. # DESCRIPTION a 093 7013 67 CASEMENT FRAME MAXIM SINGLE LOCK ASSEMBLY TUBE 7016 MAIL: 606:1 -T6 SINGLL�LOCKKEEPER F 7W34A 08 X.750 QUAD PN SMS 7005A MM WINDOWPRAME -HEAD, SILL &JAMBS 1155 781 A 08 X 1 QUAD PN SMS 7010 FRAME CORNER KEY 7007 INSfALIATM HOLE COVER 85 7047 67407 GL.AZ]NGBEAD (13/16° LG.) 86 13116° I.C. GLASS (1891%AOL SPACE, 5/16iAMI) 5 116 LAMI- M I.1TF.S OP 1/8"DS (LASS WITH AN.0901NTEEIAYER- SOLUTIA OR DUPONT PYB 13116° LO. GA9S 18x1$ AIR SPACE, 7 /164 AW 7116° LAW - 3A6A & 3A6HS GLASS WITH AN.090 DITERI.AYER - SOLUTIA OR DUPONT PVB 13116 I.G. GLASS (1/8119, AIR SPACE, 7/169AMO 7116' LAMI- 3nWS & 3/1613 GLAW WITA AN.M INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 ICASEMENT BACKING PLATE BEE NOTE 4, SHEET 13) "T .706" .050" 865' 40 5/16' GLAZING BEAD MArL: 6063 -T6 DWG# 7036 .523° --1 .050° .86,7 41 7N6° GLAZING BEAD MArU 6063-76 DWG# 7042 Tml 993" 289" 3 INSTALLATION SON HOLE COVER 040° DWG# 7007 �-+-- .172° .871r I ow .5G9' 13/18° GLAZING BEAD MAIL- W63-T8 DWG# 7047 --11.124"1-- 1 • .040° 1.000° '. 3' a 093 .42 ' 67 CASEMENT FRAME 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE MATL: 6063 -TG MAIL: 606:1 -T6 • e • • DWG# 7006 DWG# 7004A F.0.8QX 1878 (JfN(Ob118, R 34274 • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ALUMINUM CASEMENT WINDOW, IMP sa�.abess s� � oa"os+m c 11 NTS 12 d 13 70458 Line° A lYme: P.E PE 055 medwkw A 2x WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM r 3EE NOTE 21 F Ur" A 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM --I A 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM--I i — ASEE NOTE 1 1 L�SEE NOTE 2-, rNr i SEE NOTE 4 E NOTE 4 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK 1/4° MAX. SHIM A SEE NOTE 1 -j 11/4' MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 12° THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM — ASEE NOTE 1 f r -SEE NOTE 4 ail•:.. SEE NOTE 4 " 1 1/2° MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK 1/4° MAX. SHIM ®E NOTE 4 ASEE NOTE 1 NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1,114° � 1.114° MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. M NIII WM DISTANCE FRDMANG NOR TO CONCRETE EDGE IS 2 112°. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMIf)ADE CgUMIr U,f E j1gS*UCNS,1 /4° ELCO TAPCONS OR 1/4° ELCO SS4 CRETE -FLEX SEE SHEET 1 FOR SPACING. • • • • • • • see • 3. WOOD BUCKS DEPICTED IN THE SEG96NS 641.111 , PAG9 At 1; ARE LUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. . . • • • • • 000 4. ITEM 89, BACKING PLATE, NOT REQUy D MR I OISIS CjJTSIDF, OF MIAMI -DADE COUNTY. ° x a NOCHAN=nsseN�r • • • • •• • • • • ,••� ANCHORAGE DETAILS owax Fx errs a t�vtaexorES AND rtFnaove te^ra xssarasaesws aaegxae9aa ALUMINUM CASEMENT iMNDOW, IMPACT ms ammr lYOfCOA�Ft 9x274 V&lb&A.. ary anm FA 17127M cA 1 NTS 13 d 13 M4S8 7c • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a,. ( V' r ion_ LUM A. Aaw, P.B. PHQ8M ... M�aheNaai a nn tom BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Building Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Penmboro, WV 26415 NIAMI DARE COUNTY, FLORIDA IvIMO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 . MI.4&Z FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). Tbis NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH) (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to caunply with the f logdq Builc�n it e, • • • : • including Iii Vel • • ' ESCRIPTION: Series "0021002" 1 "x 4" Aluminum Tube Clipped Mullion- • • • • • • • • • • • • • APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breakerr,ft "L, Muj%efta� sheet; �' • • I through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6128 /04,Mgftd and s&W by "s' • • Charles A. Pagan, P.E., bearing the Miami Dade County Product Control Approval stathO tom the Nch(l'ok • • • • • oft 00. so 0 Acceptance mimber and Approval date by the Miami -Dade County Product Control DividoL .' MISSILE IMPACT RATING: Large Missile Impact Resistant a • • • • *6966: LABELING: Each unit shall bear a permanat label with the manufacturer's name or 14go,.dt, state'aW • following statement: "Miami -Dade County Product Control Approved", unless otherwise notedohmiri • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERmiNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture, of the product or process. Misusc of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, than it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence sheets E -1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. C NOA No 04-0331.0 ' Expiration Date: ugast 0 , L009 Approval Date: August OS, 2004 Page I I 1 ) Simonton Building Prodncbs. Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13-04 and last revision on 6/28/04, signed•and sealed by Charles A. Pagen, P.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203 -94 now known as FBC, TAS 201, 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Simonton) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 5) Large Missile impact Tester FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of aluminum tube clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Report No.FTL -3476 (02065), dated July 03, 2002, signed and scaled, based on review of original test A- P4. by Edmundo L aespada, P.E. (Note: Original test witnessed by Luis Figugredo, i. E.), C. CALCULATIONS 600:96 000000 a 1. Anchor verification and performance analysis dated 03/05/04 and last revisd on 6/28/K* - prepared, signed and sealed by Charles A. Pagen, P.E. 90600 D. QUALITY ASSURANCE BY: • • • • 0 • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • E. MATERIAL CERTIFICATIONS • • • • 1. None .. F. STATEMENTS 1. Court order case #00- 0387(JFK), dated 01 -27 -2003, asset sell and purchase agreement between Exterior System Inc (Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation organization and existing of ` Noraudex Inc" under the name of `Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, confirming Simonton Building Products Florida Inc, corporation organized under the law of West Virginia, authorized to transfer business in the State of Florida. E -1 1411 1. (-Aidd6 Hhaq Z Chanda, P.E. Product Control Examiner NOA No 04-ML01 Eapiration Date: August 05, 2009 Approval Date: August 05, 2004 ..00 1� Simonton Building Products. Inc. (dba Simonton Windows, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Statement letter dated March 25, 2003, issued by Norandex Building Products requesting" transfer and Name change of existing NOA(s) / Pending files due to sale of asset of Exterior System Inc (dba Norandex/Reynolds) to Simonton Building Products. Norandex Inc also stipulates that the product will no longer manufactured by them and all Rights of NOA(s), being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Un -dated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transkTred to the name of Simonton Windows, signed by Chuck Anderson, P. E. Regulatory Manager. 6. Statement letter of conformance and ' No financial interest ", dated 03 -08-K signed and sealed by Charles A Pagen, P.E. 7. Statement of compliance, issued as part of above referenced test report by Fenestration Testing Laboratory Inc. G. OTHER 1. Documents of sales of asset of Norandex Building Products Co. to Simonton Building Products Inc. . 0000.. E -2 1 • Uv.,k bhaq L Chanda, P.E. Product Control Examiner NOA No 04- 0331.01 Expiration Date: Angast OS, 2009 Approval Date: August 05, 2004 099699 0000.. • 0000.. . 0000.. 0000.. • 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0 000 0000. .. 0000 .. . . . .:. 0000.. 9 • .. . . 0000 969969 9999 . . 699996 1 • Uv.,k bhaq L Chanda, P.E. Product Control Examiner NOA No 04- 0331.01 Expiration Date: Angast OS, 2009 Approval Date: August 05, 2004 MULLION CUPS W3 W4 #' Ftmam EMSED 6YJ DATE: XFLA -36 MAX. TRIBUTARY WIDTH A IREVISED PER DADE MARKUPS ESL B 18 1 AL 6063 T6 2 4 d a R to F x CIRCLE TOP OR ALL WINDO' SEPARATE MAX TR )9 A -39 ALL WINDOWS UNDER VERTICAL 1° X 4° MULLION MULLION CUP SEPARATE APPROVAL W3 + W4 XFLA -36 AX TRIBUTARY WIDTH W= AL 6063 T6 NOTES: 1. THIS MULLION SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MULLION & CUP EXTRUSIONS ARE ALUMINUM, 6063 -T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. 3. BASED ON LABORATORY TEST REPORT NUMBER F7L -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND .LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL. A 6. ►a THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CUPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE MULLION IS THE ONE THAT APPLIES TO THE INSTALLATION. THE CONNECTION OF- lHE•IA"N -T0•%E WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL. MULLION CUP SCREWS ATTACHED TO MULLION ARE STAGGERED ON OPPOSITE SIDI!S• OF'It1LQOt$ • SO AS TO NOT INTERFERE WITH EACH OTHER. • • see • • • • • CONCRETE COMPRESSIVE STRENGTH — 3,200 PSI AT 26 DAYS. IMPACT RESISTANT • • • • • • . • • • • • • • • • • • •• HORIZONTAL 1" X 4° MULUON • • • MAX TRIBUTARY WIDTH W= Wf 2 W2 r CIRRLEC A. A EN, P.E. FL REG ENG 49121 6/28/04 •• •• • • • •• •• 0 SIMONTOM oil 1 wx B — A. 'r n eli I cAOhmnoAvow P®ebm% W V 26919 F°E` DADE- 135 —A cp er o QtE CIRCLE TOP OR ALL WINDO' SEPARATE MAX TR )9 A -39 ALL WINDOWS UNDER VERTICAL 1° X 4° MULLION MULLION CUP SEPARATE APPROVAL W3 + W4 XFLA -36 AX TRIBUTARY WIDTH W= AL 6063 T6 NOTES: 1. THIS MULLION SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MULLION & CUP EXTRUSIONS ARE ALUMINUM, 6063 -T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. 3. BASED ON LABORATORY TEST REPORT NUMBER F7L -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND .LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL. A 6. ►a THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CUPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE MULLION IS THE ONE THAT APPLIES TO THE INSTALLATION. THE CONNECTION OF- lHE•IA"N -T0•%E WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL. MULLION CUP SCREWS ATTACHED TO MULLION ARE STAGGERED ON OPPOSITE SIDI!S• OF'It1LQOt$ • SO AS TO NOT INTERFERE WITH EACH OTHER. • • see • • • • • CONCRETE COMPRESSIVE STRENGTH — 3,200 PSI AT 26 DAYS. IMPACT RESISTANT • • • • • • . • • • • • • • • • • • •• HORIZONTAL 1" X 4° MULUON • • • MAX TRIBUTARY WIDTH W= Wf 2 W2 r CIRRLEC A. A EN, P.E. FL REG ENG 49121 6/28/04 •• •• • • • •• •• 0 SIMONTOM - NTS of 4 1 wx DAe B — A. � n eli I cAOhmnoAvow P®ebm% W V 26919 F°E` DADE- 135 —A cp er o QtE STE PLUS DNS & wm ALUMINUM IMPACT RESISTANT 1° X 4° MULLION & CUPS 4=43ft Sauk West Bradmm Ft.342o7 ITEM ¢ 2 12Y r. 1.(100' .290' .290" �+--- 2W 4.00tr 1" x 4" MLILUON (*U -3s) ALUMINUM ALLOY 6083 —T6 ITEM # 1 .718" .125 .125 T--- 75. 2.125° 1.391 [ .125" L 3.500' T ANCNUQR CUP (XFLA -36) ALUMINUM ALLOY 6063 —T6 SED SYJ DAVE: MAX. MULLION SPAN Ni ad• pa � ENORGERED 750" a .750" ' �i 1SPa�RAT�EI Yij ° 1m •� •d° &N9f A ei 1 -1 IDId. d a e'p a .. p .. .. • . °• : 3 .. TOTAL (4) EACH W 4 6 1.000" g 6 2 1 ° Z0 1.000° c-, Imo. A MDI -NT 1 -1 /4' MIN EMBEDMENT 1 -1/4' MIN EMBEDMENT CONCRETE WTd ;N 3.200 PSI IN7'6 MIN 3=0 PSI HORIZONTAL CROSS SECTION CONCRETE CONCRETE (THRU 1" EMOX) OP71ON NA O SECTION W CONCRETE SUBSTRATE 2 SY SUCK TO BE ESK>P>ERED $'A1tAMy .750" 750° KIM � 6 .750° v fo .750" cj 750" 750" �m O o m 4 m 1� Q • • • • • • • • • • ••• • • • ••• • • TOTAL (4) EACH CUPm �N 2.000" 3.500° r � U C U §m Z m 3.500" .750" • • • • • • 2X TO BE ENGINEERED SEPARATELY • • • .v i i i i VERTICAL ANCHOR OPTION: 2 BY BUCK SUBSTRATE • SECTION C-!(;(& IORJ) • • • • • W404 SMS INSTALLATION (1 "41(•4' 0180 -ION16 • • • •• • � • • � � SIMON TON* 3 of 4 tax 12.13/02 • • • • • • • • v l a a o a 35 A UV.I D12/1s • • • • •• • • • • A w er lz gDADE-135A 01iAR A. P , P.E re�ebmn.wv26415 PLUS AL MULL44NS & CLPS FL REG ENG 21 "8 45043M&COMWed M IMPACT RESISTANT 6/16/04 ula�ton rt3a2o1 1 X 4 MULLION & CUPS • • • • • • • • • • ••• • • • ••• • • a� N O 3 e ' d G. .750" - TOTAL (4) EACH CUP • TOTAL (4) EACH CUP * • 1X BUCK TO BE ENGINEERED SEPARATELY EDGE DISTANCE R�fI�AL: GROSS SECTION 2 -1/2" MIN W /CONCRETE SUBSTRATE •�• .•; v LIW SUBSTRATE f- ' ma • o 1.000° ANCHOR OPTION #1: MULLION cli z r) �ZH � v I ~• Z r Z U 4 TOTAL (4) EACH CLIP EDGE D STANCE EDGE D STANCE 2 -1%2" MIN 2 -1%2° MIN a � d' z d.' w 6 d m mw mm M z� 6 I pz F -?$ I'm O j f o Q L 2 g o cnoN c -c Z SECTION C-C 1 1 �N 6 Z 6 6 ma w 0 N Y °wa 6 z�LWF.1 m gW m' "" N LJ .750° C-C C -C 1.000" }Z -i .750" C-C C -C 1.000" �0 Z � z Z U o 'a 3 TOTAL (4) EACH CUP • TOTAL (4) EACH CUP * • VERTICAL CROSS SECTION '• •: •.4 R�fI�AL: GROSS SECTION W /CONCRETE SUBSTRATE •�• .•; ••;1Arfa LIW SUBSTRATE OVER CONCRETE • 00,• oSIMONTON* ANCHOR OPTION #1: MULLION • • • • • • • • w.1 N D O W A °R ALUMINUM ANCHOR CLIP • • �� • • • OMARLE6 A ' N, P.E. A � P oW V X 15 W/1 /4 "W ITW /ELCO TAPCON FL REG ENG f49121 4M4 M& Sfttt 8/28/04 > ,&3m • •• •• • • • •• •• ••• • • • ••• • • RV43 S I DADE MARKUPS DAB DADE -135A I CW "IV/28/04 2MB 2 PLUS AL MULUONS & CUP ALUMINUM IMPACT RESISTANT 1" X 4" MULLION & CUPS ITEM PART N°— QTY. DESCRIPTION 1 XFLA -36 ALUM. ALLOY 6063 —T6 2 MULL BAR ANCHOR CLIP 2 XFLA -39 ALUM. ALLOY 6063 —T6 AS REQD 1" x 4" HEAVY DUTY MULL (SEE NOTE 3 PURCHASE 8 # 1/4"0 X 1 -3 4" TAPCON BY ITW E 4 PURCHASE 8 # 1/4"0 x 2 1 4 TAPCON BY ITW EI S PURCHASE 8 #14 SMS 6 PURCHASE R # 10 X 3/4 SMS SCREW MULLION TYPE MULLION CLIP XFLA -39 XFLA -36 1 X 4 EXTRUDED ALUMINUM VERTICAL MULLION D.P. CHART MULLION SPAN (inches) MAX. TRIBUTARY WIDTH W= W3 +W4 2 MULLION WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1 /4 "0 TAPCON 26 19 -1/8 ±70 PSF OK OK 38-1/4 19 -1/8 t70 PSF OK OK 50 -5 8 19 -1/8 ±70 PSF OK OK 63 19 -1/8 ±70 PSF OK OK 76-3/4 19-1/8 ±70 PSF OK OK 26 26 -1/2 ±70 PSF OK OK 38-1/4 26-1/2 ±70 PSF OK OK 50— —1 0 P OK OK 63 26 -1 2 t70 PSF OK OK 76 -3 4 6 -1 2 t70 PS OK OK 26 37 f70 PSF • -• • n " w " C Hedquertws 38-1/4 37 ±70 PSF • • • • • • • • 5 — -47 • • • OK OK 63 37 ±70 PSF OK OK — a OFiARLES A. PA FL REG ENG #49121 ±70PSF N A K 26 53 -1 8 ±70 PSF OK 38 -1 4 53-1/8 ±70 PSF 50 -5 8 53-1/8 1 ±70 PSF VENDOR ROFILE EXTRUSIONS ?OFILE EXTRUSIONS PURCHASE REVISIONS: SED BY: DATE: t DADE MARKUPS ESL 6/16/04 MULLION TYPE MULLION CLIP XFLA -39 X LA- 1 X 4 EXTRUDED ALUMINUM HORIZONTAL MULLION D.P. CHART MULLION SPAN (inches) MAX. TRIBUTARY WIDTH W= Wt w2 + 2 MULLION WOOD CONCRETE DESIGN PRESSURE OT (SEE NE 1) k14 SMS (SEE NOTE 2 ) 1/4 "0 TAPCON 38 -1/4 26 ±70 PSF OK OK 38 -1 4 38-174 ±70 PSF OK OK 38 -1 4 50-5/8 ±70 PSF OK OK 38—I Z4 63 ±70 PSF OK OK 53 26 ±70 PSF OK OK 53 38 -1/4 ±70 PSF OK. OK 53 50 -5 8 ±70 PSF OK 74 26 ±70 PSF OK • . 74 38 -1/4 ±70 PSF OK OK • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Appft,,d 4S Oak —ftca6 0 NOTES: ••• ••t 1 t ••• t 1 ••• ° �' MULLION INSTALLATION ANCHORS: • • • . s • • i • 000 • • • • i i • r t" LkaK� 1. INTO 2X BUCK: #14 SMS W /MIN. 1 -1/2" EMBEDMENT • • • • • • • 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 ITW /ELCO TAPCON WITH • . . • • • • . • • (%�SIMON TON' SCALE: SHEEP. NTS 4 of a Ruc MIN. 1 1/4 EMBEDMENT INTO CONCRETE. • • • • • • • • -• • n " w " C Hedquertws B: AD E -1 A. NWEDB D�11 3. MULLION TUBE LENGTH IS 1/2" SHORTER THAN • . • • • • • • • • • • • • . • • • • • • • • q—ft t CucMune Avmvc Pe" bm, WV 26415 FILE: APPR D BY: GATE: DADE -135A CP DO /2, MULLION SPAN SPECIFIED IN DP TABLE. •" • •'• • OFiARLES A. PA FL REG ENG #49121 P.E. Mmufuming Plmt 450430tLStmet,Wee ¶ EORMB E K R PLUS AL MUWONS & CLIF ALUMINUM IMPACT RESISTANT 6/28/04 B.&&., FL 34207 1" X 4" MULLION & CLIPS • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0.000. 0000.. 0000.. 0000.. . 0000.. . .. . 0000.. 0000.. . . 0000 0000 0000. ease 0000 0000. . .. . 0000.. e . 0000.. . .. .. .. . 0000.. ...... .... . . .a.. 0000.. ea. a 0e Village of Miami Shores N° 4133 JOB p ra c- P1,-+ 41 ADDRESS 3 1 2- IV E-, INSPECTION 13e - t--fc r.- TIME READY�� REMARKS ,gc—ir e<1 az. iSPECTOR DATE It NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. t,) .�� 77-JO, TAX FOLIO NO. J1_ 5Z0 (P_ Q15- 4890 STATE OF FLORIDA: COUNTY OF MUi—: 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 description of property and street/address: 372 N.E• 163 5r 2. Description of improvement: t1alN00Vj5 OR Ek 26030 Ps 2045; Qps ) RECORDED 11/05/2007 10:43:05 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE NOY0/7Nut r%l AC'11 uo S, I I TS 3 6 U 6t m 37 rl t An 15ti O ►zt5 , FL- CX3136 3. Owner(s) name and address: 1711Ct-le_t.L Pf-Trico 5n tLe:. 103 5r• t'I►Arii sr{oeES, fL• 3,!)I3g Interest in property: CAJOktclZ Name and address of fee simple titleholder. FHA or 4. Contractor's name and address: (A oMsW 30th Aus Hollywood. FL 33312 _. -- - - -- 5. Surety: (Payment bond required by owner from contractor, if any) t HFRE Name and address: original Amount of bond 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7.jlorida Statutes, Name and address: Tthafthtis's ca yofthe on dayof p �+ .�LE C�GO�Ii L�lilt a/N uilty cou1s notices or other documents may be served as 8. In addition to himself, Owners esignates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida atutes. 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 s Signature of Owner) Print Owner's Name v_ �C Sworn to and subscribed before me this OZ day of oo,,ie.T713CC 20 p. �nnusmau ...n...... DAVID LEAL ' Comm# DD0890865 Notary Public Expires T /112011 Print Notary's-Na V �b;` ';�„ ''io Notary Man., Inc . my commission expires. ti ............... Prepared by FHA Home�Improvement Aosoc. Fd A. �untte�rnodI 12 r MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datef Time �l Type Insp'n Permit No. - Name 71 _.-i< A_ n Address / - 7 0 3- --& Company Phone # '06- For Inspector$ /2 r o� 1 ' Name & Date Approved Correction ❑ "� Re- Insp'n Fee Q i MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE,,'./.� F )62-) 194 ELECTR AL PERMIT N? 1 656 Contractor's PLUMBING License No. Work to be performed under this Permit— Owner c Buildin€ Architec Contrac or Build Legal Descrip ,f }} / /� for - -d= er.. . .w , :.... Lot 1 1. S Subdi- Address Building _F This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. . -` Signed- g INSPECTOR• — BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordi nces and.7egBlatlons pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. I 1 "`• CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194 ELECTRICAL PERMIT Nn 4785 Contractor's PLUMBING License No.- Work to be performed under this Permit k. Owner of Building Architect — Contractor or Builder Legal Lot Bl. Subdi- Description vision Address of Value of II Amt. of Buildin� Project Permit This [ permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statem specifications.,and that he assumes respon- sibility for work done by his agents, servants or employees. —� Signed: — � _ By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all. ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. OR BUILDER BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ R Owner of Building Architect Contractor or Builder Legal Lot Description -- Address of PERMIT a DATE 195 N9 3560 Contractor's License No. Work to be performed under this Permit s' I- Subdi- vision Value of Amount of Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations Ling thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- t this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect — Contractor or Builder _ Legal Description Lot MIAMI SHORES VILLAGE, FLORIDA ❑ DATE t f' 1 19 ' oPERMIT N9 7032 Contractor's License No. ❑ Work to be performed under this Permit _.___ 15 Subdi- vision Address of Value of ! Amount of Building Project Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. * Signed: __ —_ INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY A-01 BUILDING PERMIT OFFICE SHORES VILLAGE OF BUILDING INSPECTOR Miami Shores Village, Florida, ....... ......... I ......1 193... i. Ownerof Building ...................... .......... ............................... Architect ....... ......... ............................... 1 Contractor or Builder ........................... ............................... PROPOSED LOCATION V O� No. STREET PART OF LOT LOT BLOCK SUBDIVISION DESCRIPTION OF BUILDING F..,1T DEPTH I HEIGHT :STORIES TYPE OF CONSTRUCTION BUILDING TO BE! USED FOR ROOF- COST OF BUILDING PERMIT FEIs Frame, Tile Concrete, Stucco Residence, Apts., Stores, Hotel This permit is hereby issued to ---------------- --------------------- - - - - -- - - - -- ---- - - - - -- -- - - - - -- - - - -- ------------- - - - - -- To-------------------------------------------------- -- -- -- ---- -....- - --------------- - -- the building above described, as per application, Flans and Specifications heretofore filed in this office: This permit is granted upon the ex- press condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village, This permit may be revoked at any time upon the violation of any provisions of said laws, ordinances or rules and regulations, or upon any change in the plans and specifications authorized by the building inspector. --------------- ---- -------- - - - - - -- - - - - -- - - - - -- -- - - - - -- - - - - -- BUILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ DATE J 95 ELECTRICAL 'PERMIT W? 13070 Contractor's PLUMBING ❑ License No- ROOFING ❑ Work to be performed under this Permit Owner of (I Building Architect - ontractor or Builder Legal Lot Bl ISubdi- vision Address of Value of Amt. of Building Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY T " INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA IUILDING DATE 194— 1 ECTRI CAL PERMIT N? 8687 Contractor's TUMBING License No. Work to be performed under this Permit )wner of� " 4uilding Lrchitect , ontractor �r Builder egal Lot I Bl. )escription tddress of iiildin>r Subdi- vision Value of Project Amt* of r Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and ions pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon for work done by his agents, servants or employees. -- Signed: — By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ling thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. epting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. OR BUILDER AUTHORITY Y` J WILDING :LECTRICAL ILUMBING )caner of 3uilding architect MIAMI SHORES VILLAGE, FLORIDA DATE 194 PERMIT Nn 8633 Contractor's License No. Work to be performed under this Permit , ontractor )r Builder �egal Lot Bl. description Wdress of Subdi- vision Value of II Amt. of Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- here£or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and :ions pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- for work done by his agents, servants on employees. Signed: — _ By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ling thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. epting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY -1 BUILDING PERMIT OFFICE OF BUILDING INSPECTOR Miami Shores Village, Florida . ............................ . 193 ... . Ownerof Building ...................... ............... ............................... Architect....... ...................... ............................... N9 _ 201 Contractor or Builder .... ............................... ............................... PROPOSED LOCATION DESCRIPTION OF BUILDING FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUCTION BUILDING '10 13E USED FOR ROOF C:Or r OF BUII.UTA-G PERMIT FEE Frame, Tile Concrete, Stucco Residence, Apts., Stores, Hotel This permit is hereby issued to --------------- -------- ---- ------ --- - - - - -- ----- - - - - -- ------------ --- ---------------- ---- - - - - -- To---------------------------- --- - - - - -- --- - - - - -- -- - -- --------------- --- the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the ex- press condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any time upon the violation of any provisions of said laws, ordinances or rules and regulations, or upon any change in the plans and specifications unauthorized by the building inspector. BUILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. Dated ...... ............................ 19... ............. ............................... (SEAL) Miami Shores Village oolodo°,,�,: do ouWS-C Bullding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2209 Fax: (305) 756.8972 BUILDING Permit No. I PERMIT APPLICATION CET ster Permit No. FBC 2004 Permit Type: PAINT PERMIT Owner's Name (Fee Simple Titleholder) Owner's Address�� {, j \j City State Tenant/Lessee Name IDD► % /III APR 3UM'/ Zip Phone # �SU- I'D- I aCn 1 Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Lr"� Contractor's Company Name T _ Phone # Contractor's Address City Qualifier Name State Certificate or Registration No OWNER BUILDER: State Zip_ Phone # Certificate of Competency No. Value of Work For this Permit $ 'i- Ot Type of Work: ❑ Addition / ❑ Alteration / ❑New / ❑ Repair /Replace Describe Work: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pen nit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated valtte exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence ofsuch posted notice, the inspection will not be approved and a reinspection fee will be charged. 9; Ak: l• 1: k: F9: A:. n• �;>. Y: F• Y. kxr. k:' r:: Ad: k• }:::Fk::k9 :9;:;x:;•9ex:rFeeS'1; 1: :':kx k:`. 9: :: 1: 9:• .:9:r .:::.........:nF.,...;x•:. ., .: kd: 9: :Fx�:x :'r •Y. 9: k:F ,. Permit Fee $ CCF $— 0 �00 Technology Fee: Training /Education Fee $ ago Notary $ 4)"(90 Code Enforcement $ Double Fee $ Zoning $ Total Fee Now Due $ G-7-60 S' to se side 4AY h �Sge, ter PAINT COLOR APPROVAL AND AGREEMENT Directions: Please circle corresponding number to appropriate color sample. Walls: y Attach color samples with name and Drip Cap/Drip Edge: 1 Soffit: 1 2 ' 2 3 3 4 4 1 2 _ 7 c-r%.pK l j y 9 3 Roof- 1 2 3 4 -- -' Flower Bins: 1 2 3 4 Shutters: 1 2 3 4 Awnings: 1 —2--3-4 Chimney: 1 2 3 4 Doors and Door Jams: 1 2 3 4 Garage Doors: 1 2 3 4 xailmgs: 1 L 3 4 3 Fences: 1 2 3 4 All brick (simulated or regular): 1 2 3 4 ® t 4-obc,, NU-.s t Stucco Banding: 1 2 3 4 Any other Stucco Features: 1 2 3 4 4 14 q 65 Accessory Buildings fa Other: 2 1, 8 OWNER'S AFFIDAVIT: I certify that all the foregoing information is compliance with all applicable laws regulating construction and zoning. Signature in Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of L- , 20, by �y�Q1}TTf,�J day of 120 _, by ����. who is personally known to me or who has produced T1• -ho is personally known to me or who has produced �(t19� °Sltt,l(al� As identification and who diet. as identification and who did take an oath. \� � � � � II NOTARY P IC ®�til+P�s \O�o e�2� ae�T` °0 NOTARY PUBLIC: Sign: G0S�cNe'SP y Sign: Print: ,%4 f� k _ ae Print: My Commission Expir +srq> . F°' '✓F My Commission Expires: illt : Y�k�4x9: :t'oF:B:troY���'9r9r:F:4:k:t9i 9e * *�de3e3e�F9e3c�k:Ydt:F�F�'t�Y de:Fde9t�F:P:Fxx' d::F�:b4c�Y 4e:F�k�Fxa�e:B9:�:k�Y 3ek: F:@ 4e�: �k: t9:: F�: toY: F: F: FnN :k:Y:ti�k:F:B�kdek3c:@:YR9e�k:H :�k9:9e�'e APPLICATION APPROVED BY: lilans Examiner Preservation Board ode Enforcement (Revised 04/24/07) MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.7_6"_`_✓�6 -___ -- Date------------- 33� - -- ------ - -- - -- - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. , Owner's Name and Address____`_ ______- _______�? rf% . T _7: /' e S7 � ----- ------ -�- �� - - -- -�� �!___ �-- - - - - -- No.---- - - - - - ' ------- - - - - -- Street-- ---- --------- - - - - -� � - -� - - - - -- -- --- - - - - -- Registered Architect and /or Engineer ------------------ ---- -------------------------------------------------------------------------------------- ------ -�- -- ------ - - - - -- - r✓z --------- ---- ---- - - - - - --- - Employing Plumber's Name_____ �-------- - - - - --�- - `---- --- �-- � - - - -- No.---------- -- �----- - - - - -- Street Location and Legal Description Lot-------------------------------------------------------------- Block---------------------------------- ------ - - - - -- Subdivision--------------------------------------------- Street and Number where work is to be performed—No ----------------- --------------------------------- Street ----- '__ t_!__ ___1______________'_____:______ State work to be performed and purpose of building (By Floors) ------------------------------------- -------------------------------------------------------------------------- _--------------------- New Building------------------------------ - - - - -- Remodeling------------------------ - - - - --- Addition--- - - - - -- ------ - - - - -- Repairs------- --- -------- - - - - -- No. of Stories-------- --- - - - - -- - - - - -- SizeSeptic Tank -------------------------------------------------------- Type of Tank------------------------------------ ----- ------------------- - - - - -- Capacity Gals ----- ------------------------------------------- Feet of Drain Tile ------------------------------------------------ Dist. Feet of Tank or Drain Field from Well------------------------------------------------------------------------------------------ Natureof Water Supply: City — Well----------------------------- ------------------- ----- - - - - -- --Size of Soakage Pit-------------------------------------------------------------- ---------- ---------- -- - - - - -- Amount of Permit $ ------- 5'. ( Signed Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he'understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied nvith the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed STATE OF FLORIDA, ss. COUNTY OF DADE. Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ----------------------- ------------------------------------------------------ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING 01,34y.� TOTAL CLOSETS TUBS SHOWERS TORIES SINKS SINKS TUBS URINALS BASIN DRAIN FOUNT'NS w � FIXTURES CONTR. ' LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIWG - WASJIIY TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST L L ` CHECK v SizeSeptic Tank -------------------------------------------------------- Type of Tank------------------------------------ ----- ------------------- - - - - -- Capacity Gals ----- ------------------------------------------- Feet of Drain Tile ------------------------------------------------ Dist. Feet of Tank or Drain Field from Well------------------------------------------------------------------------------------------ Natureof Water Supply: City — Well----------------------------- ------------------- ----- - - - - -- --Size of Soakage Pit-------------------------------------------------------------- ---------- ---------- -- - - - - -- Amount of Permit $ ------- 5'. ( Signed Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he'understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied nvith the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ( Signed STATE OF FLORIDA, ss. COUNTY OF DADE. Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ----------------------- ------------------------------------------------------ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit Date-- -! _— °__7____` - -- `rr------------- -- - - - - -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address! �t, _'4�.��----------------- 1.,... r No. ! -- - - - - -- Street -1_' � __ — RegisteredArchitect and /or Engineer--------------------------------------- - - -- -- ------------ ----------- - - - - -- ------------------ --- -- ----- ------- - - - - -- ------------------------------------- r —� Employing Plumber's Name L. —t — }y' � -------- -- - ---- No.-- - -2--- -0 —2- ---- - -- - -- Street,rCY "� S Location and Legal Description Lot------- -------- ------------ - - - - -- Block--------------------------------------- - - - - - -- Subdivision--------------------------------------- - - - - -- Street and Number where work is to be performed—No ----------------------------- _--------------------------------------- State work to be performed and purpose of building (By Floors)------------------------------------------------------------------------------------------------------------------------------------ New Building_____ ____ Remodeling_ ________________ ___ ______ ______ Addition -------------------------- Repairs -------------------------- No. of Stories -------------------------- Size Septic Tank --------- '- --------------------------------------------- Type of Tank- - - - - -- ___- 1____1:__1C____.e Y4 - -- - - - -- Capacity Gals---------------------------------------------- i Feet of Drain Tile ----- 7 ----------------------- - - - - -- -Dist. Feet of Tank or Drain Field from Well -------------------------------------------------------------------------------------------- Nature of Water Supply: City — Well------------------------------- ------------ ------- - - - - -- -Size of Soakage Pit-------------------------=---- -- --------- ----- --- ------ - - - - -- --------------------------- Amount of Permit (Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed �__�____Q__- `J^- C.'1/v' - -- -=-- "''-= `- '- �----------- -- - - -- - -�` - -- ---- - - - - -- -moo M ter P ber. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ----------------------------------------------------------------------------- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBS SHOWERS TORIES SINKS $INKS TUBS URINALS BASIN DRAIN FOUNT'NS FIXTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G f TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Tank --------- '- --------------------------------------------- Type of Tank- - - - - -- ___- 1____1:__1C____.e Y4 - -- - - - -- Capacity Gals---------------------------------------------- i Feet of Drain Tile ----- 7 ----------------------- - - - - -- -Dist. Feet of Tank or Drain Field from Well -------------------------------------------------------------------------------------------- Nature of Water Supply: City — Well------------------------------- ------------ ------- - - - - -- -Size of Soakage Pit-------------------------=---- -- --------- ----- --- ------ - - - - -- --------------------------- Amount of Permit (Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed �__�____Q__- `J^- C.'1/v' - -- -=-- "''-= `- '- �----------- -- - - -- - -�` - -- ---- - - - - -- -moo M ter P ber. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ----------------------------------------------------------------------------- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. k Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ;,N EIVE' Permit No. 1N`J�" �� PERMIT APPLICATI NOV 00 2077 Master Permit No. FBC 2001 :_._) - ------w Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) FAtCA4t ^1-iZ 'PL=- `TiZG0 Phone # Owner's Address 372 No t03 ST• City 1'11 J Ml 5i CeC5 State �- Tenant/Lessee Name Zip 3315 8 Phone # Job Address (where the work is being done) 31Z ME 103 t5-' City Miami Shores Villaee County Miami -Dade Zip 33138 Is Building Historically Designated YES NO Contractor's Company Name f t-Ce IOA K)nc 1 r1PeD C--F1 1 T Contractor's Address 40-10 )W tO Irv♦✓ City +kOLI -14 WOC)o State Qualifier T• &DZ"c5r Phone # Zip 33312 State Certificate or Registration No. Lic. # CGCO61890 Certificate of Competency N Architect/Engineer's Name (if applicable) f -e V% Phone # `15L' - 354 C)CcU O $ Value of Work For this Permit Zt390 Square Footage Of Work: no •�� Type of Work: ElAddition ❑Alteration E]New Q Repair/Replace F1 Demolition Describe Work: Ct -- PLAk t. Z2- 1 r'1p.AG W 11,j tCW f). Submittal Fee $ Permit Fee $ :-o;� CCF $_ CO /CC Notary $_ Training/Education Fee $ i?. Technology Fee $ Scanning $ .1:a Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. .; R � Total Fee Now Due $_} { r NOV 0 6 2007 (Continued on opposite side) I o4 , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Own r Agent The foregoing instrument was acknowledged before me this OZ day of W0'4ErtL2M 2007 , by rItC44aIC PCr17CU who is personally known to me or who has produced Signature Contractor The foregoing instrument was acknowledged before me this dZ day of 1.►o"t -71.1501 , 20 � by T- 500 UCll 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 PU NOTARY PUBLIC: Sign: a / / /b ° / / / / / / //y d'A1t� / / f/ /ape °■ °n. ®°°� /M///° /®°°°°°°°•.. LEAL Sign: uu�J i3A�/lp d,�L Print: Q t O Own* O 865 S = r • Print: My Co mission Expires: inc " My mmission Expirh! ° ° ® ° ° iiei / / ®y /tlft[ w0 , FkgWs JJNIIflA� ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer chc 05/13/03 Zoning J T Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shore Florida 33138 Tel:- 56.8972 BUILDING JEAN g 2nf%5 Permit No.P_F� — PERMIT APPLICATION _ - -- aster Permit No. FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shore Florida 33138 Tel:- 56.8972 BUILDING JEAN g 2nf%5 Permit No.P_F� — PERMIT APPLICATION _ - -- aster Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Pe_+- ii) Phone # Owner's Address q'7.? A G, i M;?, '� k City fl I- ��VUYO State Zip 3� 138 T enanfiii.essee Name Phone # Job Address (where the work is being done) Via. A) t City Miami Shores Village County Miami -Dade Zip 3,3131 Is Building Historically Designated YES NO LI-11, Contractor's Company Name A" I o Phone # Contractor's Address �% g �{ �tJ 10 (� City State - - -Zlp Qualifier_ State Certificate or Registration No. Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # $ Value of Work For this Permit A J Square Footage Of Work: 3;0 o Type of Work: ❑Addition ❑Alteration New �e air/Re lace p p F1 Demolition Submittal Fee $y-� 0 -� Permit Fee $ 2� CCF $3- 00 CO /CC. Notary $,-S- 0 • Training/Education Fee $ - w Technology Fee $ _ Scanning $ ( o. 0C Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 27 1. 2 ES Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if Mortgage Lender's Address __ City State Zip Zip f1 at Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the IFection will not be approved and a reinspection fee will be charged. Owner or Agent he fo, regoing instrument was acknowledged before me this Iz day of C ' , 20j)5, byV who is pers na1Q ly known to me or who has produced Signature_ ,;,,��Z�c Contractor The foregoing instrument was acknowledged before me this I Z day of J.8 K j , 2dQ by �—)A%I IF—L. C�Al—F�y who is personally known to me or who has produced As ident' ation and who did take an oath. I b as identification and who did take an oath. 0TARY NOTAR Ign: Print: 1 I4 Q,,. My Commission Expires: .,��*r F6'''s G Ca Pereta Commission # D0273065 Aaron Notary 1400. 350 -5161 APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3" 0 Job Address E, %,10 x Folio J 13 a ©b d f3 t Legal Description gf'A Ml) PA / Q- % 0 Historically Designated: Yes No Owner/I.essee / Tenant ?63f ,/�/j f %,+ A) K- Master Permit # Owner's Address ,37,2, A4 A---, /03 R-1 s—r. Phone ( -:3 � 6. r%J�/ f Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor Municipal # Address SS# Phone Competency # Ins. Co. Address Address Address Permit Type (circle one). UILD ELECTRICAL PLUMBING MECHANICAL ROOFING PAYING FXNCE SIGN WORK DESCRIPTION 7` �lE�) !� 2 �� // /►QCs- — k24L 7 Square Ft. Estimated Cost (value)_ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WffH 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 wank will be performed to meet the stands 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 applicaNe laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work state �� (A� 1 1 i �' od ad 3i of si t Date i o Ownar uilder A) ba3b. 3-M- C) 0, 6 -q -Y? e- Die Date otry to Dat No as to WAL My Commissi ANGELA 7 M a aiiM�7 K 1 A M y Commission ff d �0 Q ANGELA M BECK ER Human Human CC I's 6627 v7o o M."4 r. OOg �fFOFF���NOV. 1g,aoEta FEES: PERMfr50 , 00 RADON �- C.C.F. a NOTARY -7S On BOND �^ APPROVED: TOTAL DUE55 , A. Zoning Building Electrical Mechanical Plumbing Struchuld Engineer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE . .2nd Avenue Miami Sh ores • , 3138 • Phone: 305 - 795 -2204 • Fax: 305 - 756 -8972 � Florida 3/ � /2, `' Job Address -3 T f Tax Folio RECEW t Legal Description �Lt � 'i f% = /,.. ,` 1`j Historically Designated: Yes MAY 42,42 Owner/Lessee/Tenet �r % /�� f , ' '. _.. 1� ¢ Master Permit # "" 4 - - Owner's Addresses /: / Y� % 1f�' i r-�- Phone Contracting Qualifier State # Municipal # Address SS# Competency # Phone Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): WORK DESCRIPTION Square Ft. PLUMBING MECHANICAL ROOFING Estimated Cost (value) 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 ANY 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 all disciplines. OWNERS 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. Furthermore, I authorize the above named contractor to do the work stated. .e FEES: PERMIT RADON zZ 5'`W -e Signature of Contractor or Owner Builder Date Notary as to Contractor or Owner Builder Date My Commission Expires C.C.F w NOTARY % 0 BOND APPROVED: TOTAL DUE /+• y Zoning YX Building _ Electrical Mechanical Plumbing Structural Engineer cl3iaf OPOV1. Miami Shores Village Building epartment 10050 N.E.2nd Avenue /Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Owner's Name (Fee JLM N - - - State Zip Permit No. IffM " 1o81 Permit No. Tenant/Lessee Name Phone # Job Address (where the work is being done) -7 A) 5 l d 3 bra:! Sh -e d p City Miami Shores Village p J County Miami -Dade Zip 8 FOLIO / PARCEL # _I I ° 1 6 -P/5- Is Building Historically Designated YES NO- Contractor's Company Name Contractor's Address % 7M 4071rd' 6OUd 141 Qualifier Name �� `i Phone #_ State Certificate or Registration No. ��B,..a 1 . b r/ L Certificate of Competency Architect/Engineer's Name (if applicable) Value of Work For this Permit $ iv& e.0 Type of Work: nAddition DAlteration Describe Work: �i� '(-dam Square / Linear Footage Of Work: ❑New Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ ' CCF $ 3' CO /CC Notary $ '—` TraininglEducation Fee $ Technology Fee $ Scanning $ • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ N Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address ?d zip City Stale � r zip Application is hereby made to obtain a permit to'do_*c -wok and- installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, MATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature e Az== Signature Own or Agent ontractor The foregoing instrument was acknowledged before me this The foregoing instru ment was acknowledged before me this—Latf.— Zo of , 20 b ���_ �� day of �' >6 , 2Q�, by i is personally known to me r who has produced who is personally known to me r who has produced N As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: J' Print My Commission Expires: APPLICATION APPROVED BY: (Revised 07110107) ORDA ti1e 8I98 n 6012 NOTARY PUBLIC: I Sign: Print: My Commission Expires: v� PTMTTn 0--- f— "f1'?":9A 1'. tr�tiilt i ..I a2 V; R, 014, 0 / -- ;;, Plans Examiner Engineer Zoning LOCATION V372 N6 Eo 103rd Street GARBAGE TAX RECORD F!u— a -- �=EA#2 -- A A-!�_ RECEIPT ' = 1YLp�NI�BgER� —a -- 1940 1941 7 -_ 1942 of- _ 1843 Q •� Cb - 04 Zu 1944 d • -'3�- / �id? leas - /_ ,, 1A 1 47 ' p 1947 V me I1 1948 c® Al Z O/ (i 1949 ' �' �• ®� �"T'� " " 0 1950 �� /a- 3/- S .. /— 9- 2S7V .r. date paid �eaceipt A