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490 NE 101 StCorrection Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEE.ARTMEN\ • 305- 795 -2204 B g Inspection Request Company Phone # Inspection Date Date TypeInsp'n ( C A Permit No. / e 0 — 14 0 Name //�� /5 Address `/ c 7 0 Iv 01 7r: Type Insp'n W t N 00 Permit No. t3 QO`1- 12 Lkq / (� frz'OI Address q " Company ( ( 000 Name Phone # Inspection Date 1010 Approved ❑ Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date) J 1 10 ? Re- Insp'n Fee tics D,«12- /KZ 1040 , BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circl): Building Electrical. Owner's Name (Fee Simple Titleholder) "r fTRK L Owne 's Address l ` 4 _I r 0 E IC) City ( PO H r ' `I r €RO.state F1. Tenant/Lessee Name Phone # Job Address (where the work is being done) 4 C City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO r' Company N le b eV € o 01 PN 9 e ._ 2,n ` / ' Contractor's C p y � >� Contrac is Address 4 62 0 Ai 14 3 V A•61 City P614 Pfo � j - eit -C- 6' State r(-- Zip 3 3 064 Qualifier J3 /4 / €114/4' pLDg/I State Certificate or Registration No. e C e 0 S 892 I Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # . $ Value of Work For this Permit 1 Square Footage Of Work: Type of Work: ['Addition ❑Alteration ['New Repair/Replace ❑ Demolition Describe Work: ,L-M `d 1/ 0 Pe/OM5 ' / / ► ? / c # c » " ' ./ a kiAS 1it/)h( A/S Submittal Fee $ Notary $ Scanning $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIVE DEC 1 6 2104 ' 1 10:folmir Permit No. bed0° Master Permit No. ne # Zip 3 3 I as * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** echanical Roofing Zip Permit Fee $ �O • CCF $ T, p CO /CC Technology Fee $ 7 j , a Radon $ Zoning Bond $ Code Enforcement $ — Structural Plan Review. $ s' Bonding Company's Naive (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 82500, 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 an a reins• • tion fee will be charged. Aft Signature Owner or Agent f a The foregoing instnunent was acknowledged before me this 1(0 day of c., , 20&{, by t' `&Rg. S • t1 1V1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY ��LIC: Sign: NOTARY Print: M\ A� —. A - 11 C2 – C� My Commission Expires: r�' `� Commission #DD303304 * * * * * * * * ** Y• f 08 OFF�� ".` Bonded Thu ' ` Atlantic Bonding Co., Inc. *********** 1'********************************************* 5***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATIO[�T APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this day of b fC I `f , 20 0 4, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: . V Sign: a ll2c� /Gt cS //�v 7 f(P7t ,V/'T d0. 57/17d „. :PGe,, Adamita D. Simu Print: My Commission Expires: DEC 2 0 Plans Examiner Engineer chi os� p, Michael J. Alterio Zoning : ° = Commission #DD240917 z aQ Expires: Aug 13, 2007 Bonded Atlantic Bonding Co., Inc. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1649 Printed: 12 /22/2004 Applicant: MARK BLOOM Owner: BLOOM MARK JOB ADDRESS: 490 NE 101 ST Contractor F BARBAT DEVELOPMENT Local Phone: Parcel # 1132060170430 Signed: (INSPECTOR) Building Permit Legal Description: 6 53 42 Contractor's Address: 420 NW 39 ST Page 1 of 1 PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 LOT 1 BLK 90 Fees: Description Amount FEE2004 -13025 Building Fee $210.00 FEE2004 -13027 CCF $4.20 FEE2004 -13028 Training and Education Fee $1.40 FEE2004 -13032 Technology Fee $5.25 FEE2004 -13033 Scanning Fee $15.00 FEE2004 -13034 Submittal Fee ($50.00) Total Fees: $185.85 Total Fees: $185.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/14/2005 Construction Value: $7,000.00 Work: REPLACE WINDOWS (11) OPENINGS - IMPACT HORIZONTAL SLIDING WINDOWS 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: (Contractor or Builder) BY: CITY OF MIAMI — BUILDING DEPARTMENT NOTICE OF COMMENCEMENT Please file at 22 N.W. 1m' Street, Miami PERMIT NUMBER: FOLIO NUMBER: iI- 32c:1: 0)7 - State of Florida County of Miami-Dade The undersigned hereby gives notice that improvements will made to certain real property. and in accordance with Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. Street address ' 1 . f . 41 and Legal description of property � L 3)t3 8 v ' /!II f �s .2c: - cc Description of improvement: get. At.t. Wi Nd 0 w -� er(s) name a k 3 /d"° i a. 1 " Z �•7a�� Interest in property: Name of fee simple titleholder (if other than owner): and address Contractor's nam Phone number: SIGNA Sworn to and subscribed be Notary Public Print Notary's Name: ± .''•; ; V -0 _• ,dA Amount of Surety bend: $ : (Payment bond required by owner from contractor, if any) Surety Name and address Phone number: Lender's name and address Phone number: 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 Statues, Name and address: and address In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues, Name and address Phone number: Expiration date of this ce of Commencement: (the expiration date is one [1) year from the d -S •t recor• g unless a different date is specified) OWNER • re •• e,-on this Uw �Ca lat^i J 6 - Oath taken Oath not taken Commission Expiration: D6 - -' 0 Print Owner's Name: arATE OF FLORIDA, COUNTY OF DADE `IEREB Y CERTIFY that this is a true copy/ the ngrnal tit n tins office on 111111111111110 41111111111111111111111 INIIIIIIIIIII11NIIII CF 11 210 f...4R.1_ 1 1 9913 OR L' .k 22909 Ps 2213; t:1Ps'r RECORDED 12/15/2004 1504:13 . HARVEY RUV'IUP CLERK. OF COURT IMIIAMI -DADE COUNTYF FLORIDA LAST PAGE and address: 4 (° N E /0/ 4Aee and address 4020 lbw 3 -6 e - , / ate Fit X 306 4 dayor, ,AD20Q WITNESS my hand and ()Mc r- Seal. HAR " ' R ! v' , CLERK, • 1 Int • nd Cou ty Courts By Moak ?MN , 200• Day of C acs•• Personally Known, or Produced ID Maria Zornosa Commission fiDD24294 N a Expires: Aug 19, 2007 �TF OF Bonded Thru Prepared by. :,nd+n co. tne. Address r�T (' Fi t hr growl 4qo rot REST k r ni) F(, 33138 v 43e4 J 0 dFo RfaIDAT4 dQour� Eyes . Arp ', - o3_ • 151.6 - SS4 MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 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 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 mcct thc rcquircmcnts of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion Arrangement Detail ", sheets 1 through 6 of 6, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing thc Miami -Dade County Product Control Revision Stamp with thc Notice of Acceptance number and cxpiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",hitless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be donc 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 # 01- 0323.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.09 Expiration Date: June 28, 2006 Approval Date: July 12, 2002 Page I ' I GLAZING PRODUCT H GLAZING PRODUCT GLAZING PRODUCT 1• �� IMI 2 DUCT ' CIAZING ' PROOU 1• �� IMI 2 DUCT W - wi +w2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 WAX OPENING = W OR W 1 +W2 HULL LENGTH = H ANCHORS: TYPE 8• C' OR 0' 80TH ENDS 11 /VOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 ctawc 2 H - AI +H2 (1) WINDOW MULLED W /ONE ABOVE OR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2375 ANCHORS. TYPE'S' C' OR b' 80TH ENDS w INDUSTRIES ANC110RS PIPE W ANCHORS: TYPE 19 C' OR 0 80TH ENDS PRODUCT*ZVISCD as.=.1111 florid. Mamas No • - 0301.09 c.pr Dim Dig MO 1 Omni A...s fir rat. one P.J.P. 1070 TECHNOLOCY ant ' P.O. 80x 1529 NOKOMIS. n 34275 NORMS. fl 34274 w I--w! +- - w w - w: +w2 +w3 H - HI +H2 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = HI 0.04 ret.: 4 ' 14 4/28/00 wJ APPROVED AS COMPLYING NMI TIE SOUTI !TWO CODE COOL MOrnlANCE MICE X NO 0 / - 61:3.0. a.wa.4: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL MULLS s=io SAwF. O .9 w lx 106 6621 WI w2--1 w - WI +1 H - HI +h2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) M4X OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI 7 ‘ : Robert L. CIerC, P.E. P.E.S39712 Strudel >_ P.G.T. Is MULLION TYPICAL MULLION TO MULLION INSTALLArON TYPE "A". M700 2j O P BUCK 1 MIN. MIN. IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. _VOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 OR 4'-1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE 112 1H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS r0 IY►ERiERE NOT MSfN EACH OTMER) SEE NOTE /1 112 MOOD SCREW (IL9 /) MIN. 14 PEIIETRATION INTO 6000 ALL FAS[NERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 Robert L CI 14 P.E. P.E. 039712 Ctnrfrrnl 9RLMWCT lumen .NRMS wilt d. IMAM. B ids; CANA Am9b.a M. ,,, Z»/D E. aw ��jp(Q(. MY O.4. ?mire Card DIrIlee INDUSTRIES TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" T ■ TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE 0' Rind Di: r .: Mid Br: ON.: R. Niau: DInn De.a/POau T }MIN WOOD 21 (T Ti MN. P.J.P. 4/28/00 Snim/Mmal. 1070 TECHNOLOGY DRIVE P.O. BOX 1329 NOKOMIS, FL J4273 HOKOM/S. FL 34274 MULLS F-2' OR 4 r _2" OR 4'— /I2 F.M. S.M.S. STAGGERED 011 OPOOSRE SVGS (SO AS NOT ro IN,tNrewe MM EACH OMER) SEE NOTE IT MIN. f i• TAPCON (146/) •.. MW. I PEME R.47DN INTO OR BLCCK • STRUCTURE. ALL FASTENERS MUST BE CADE MINTY APPROVED. SEE MST /I *PARCHED AS COMPLYING WON THE EO M 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Sean: SAM: O,nwq Re. lx 2061 662i /12 Ph S.M.S. STAGGERED .ON OPPOSITE ROES SO AS NOr TO F MM EACH OTTER) SEE NOT /I L 1�. 1`�' APCON (246/) c 1EE OR W BWGK S11IUC TIRE. ALL FASTENERS MUST 3E DADE COUNTY .APPROeEO SEE NOTE /I OMSION COPE COMPLIANCE OFFICE AOCEPUNCE No0 "e 1 2S•az Row: IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'0 FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR Ix MULL MULL SIZE i x 2 x 1 x 21x11 8 x 4 x x if 'A' f'S MAX MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION ONC / 1099 MIN. FROM ENDS (TYP) 1 " MULL, CLIP W /TABS RFMOVFQ TWO (2) ANCHOR LOCATIONS EXTRUSION ONC / 1099 PRODUCT RILVISCD . .._Mn MO Ur Midi, BM* CNN Lownat k 5, Cc MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION MG / 1099 MIN. FROM ENOS (TYP) I I 1" MULL CLIP W /TABS REMOVE() THREE (3) ANCHOR LOCATIONS EXTRUSION ONG / 1099 Dar NOTF; ' rc#0f 1. REFERENCE TEST REPORT FTL- 2902.. 290J AND 2975 ° � ? c tic 7fiA" MIN. FROM ENDS (TYP) —1 MIN. INDUSTRIES 1070 TECHNOLOGY DRIVE 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / 1099 21 MIN. FROM ENDS (TYP) r J +0 - - 4- --0 - -Q � Ir 1 " MULL CLIP W /TABS REMOVE() FOUR (4) ANCHOR LOCATION$ EXTRVSION ONC / 1099 FAT Road Be: rote: Drava P.J.P. Dasar .l .( ANCHOR LOCATIONS 1 " MULLION CLIP Serler/Rreaar: P.O. BOX 1529 NOXONIS. n .14275 NOKOMIS. R 24214 MULLS 14 MAX. MIN. -A' --I 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION OPC 1 1099 Rotor 5/21/01 Sea* v .r. 3a6 MIN. FROM ENDS (TYP) MIN. FROM ENDS (TYP) I t 1 - +o-- -0- -6 -9 —0-- -- I " MULL CLIP W/TABS REMOVEQ SIX (6) ANCHOR LOCATIONS EXTRUSION OWG /A1'WR.EDASCOYRrvIOwTI THE Sd1TN JUN , r • 4 1 1 000E aNa1oN RAMO CODE CO PUANCE O9TICE MtC TM10E1O, ar- ossa - On.rq N. 6621 R } I 3 4 8 3 • I 2 i 1 - NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 24 44— (]ar 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 y 4 __ INDUSTRIES Rwb Sj^. S OW Prim A- P.J.P. L , P Robert " 1O7O rra+NDiocY ORNE - P.O. BOX 1329 P.E. #39712 NOKOMIS. FL 34273 NOKOMIS. n 34274 PRODUCT REVISED mmP O. y %MR 41Nd Dq B7 D k4 DW P! d t .n,.l 5/22/00 acafPlkn: 1 ' HEAVY WALL MULLION PROFILES SMn /YOdN: MULLS Scut: lx SAM: 406 APPROVED ASCOMPCYINO N(INTIE SOWN • . • aA LMO CODE TROT ONIMON O1*ONO CODE COMPLIANCE Of ACC PTANCEYO. 01 -0 7. e 1AVin9 No. 6621 R 1x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 • 42 170 1170 170 170 :170 170 ► 170 170 170 170'170 1701170 170 ► 170 1491170 170 1491170 48 1701170 170 1811170 154;170 1501170 1491170 149 170 1491170 50.625 170 181 148 140 136 134 134 134 134 ►170 134 54 1661170 1471170 1351165 1261153 1211146 1191142 1181141 1181141 1181141 1181141 60 1451152 12711311161116 1011107 1001100 96196 93193 92 192 92192 92192 63 1311131 112;112 99 99 90 90 84 84 80 180 77 77 76 1 76 761 76 761 76 66 1131113 97 1 97 85 , 85 77 1 77 72 1 72 68 , 68 65 1 65 64 164 63 1 63 63 1 63 72 86 : 86 73 1 73 65165 58 158 54 154 50 150 48 148 46 146 45 145 44 144 76 73 1 73 62 1 62 54 , 54 49 1 49 45 145 42 1 42 40 1 40 38 1 38 37 1 37 36 1 36 78 67 1 67 57 1 57 501 50 45 1 45 41 1 41 38 1 38 36 1 36 35 1 35 33 1 33 32 1 32 84 54 154 45 ; 45 40 ; 40 35 1 35 32 1 32 30 1 30 28 ; 28 27 1 27 26 1 26 24 i 24 90 43 143 371 37 32132 281 28 261 26 241 24 22 1 22 21 1 21 20120 191 19 15 1 96 38 � 30 1 26 I 23 1 21 1 1 21 19 19 18 1 18 17 1 1 17 16 I 16 108 25125 21121 18118 16116 '1' I "1_ .1. "1" - 11123 19 17 15 "I- '1- -1" "1' '1- '1' 144 _ 1 - 1 - 1 _ , - 1 - t - 1 - , - 1 - I 1 - - I 1 _ - 1 1 - - 1 - 1 - t _ 1 - l 1 x2x.375 2 Anchors. 42 -48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 155 129 115 94 67 58 50 38 32 30 24 19 •16 60 142 116 100 81 58 49 43 32 27 25 20 16 70 134 107 91 100 82 73 44 37 51 44 38 29 24 22 17 80 130 102 85 68 '47 40 34 26 22 20 16 90 130 64 32 24 20 18 100 130 99 80 63 42 35 30 22 18 17 110 130 99 80 62 41 34 29 21 17 16 120 130 99 80 62 41 34 . 28 20 17 15 130 130 99 80 62 41 34 28 20 16 15 160 130 99 80 62 41 34 28 20 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, wt CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. /,, / 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 .fe .c 0 :15 7/Z T INDUSTRIES Tits. 1070 Mama-ICY CY ORNE P.O. BOl 1529 N01(OMIS. FL .34275 NOKONI£ ft .34274 Vertical Mull I__Opening.4 Width Mull Length Horizontal Mull Opening Width L Mull Length Multiple Mulled Units Opening With Mull Length Rend B7: r .: O.o.e Br P.J.P. Chud By IOalr. 4/28/00 1 " HEAVY WALL MULLION M Rwbb,s: NTS 5 016 PRODUCT LEVI5€D ampT7 mmile r4 AMP Milli Om& Maumee* * Re 0 .0)009 Lspin Out •.'134 I!• APPR(M -0AS matron WRM TI SOVIM Ft0F1DA a AOI G COOS o N.. 6621 DIMON &IMMO co GE OOlkeLI CE OFFICE ACCEPTANCE MO. 0 - 0 1 t 1.4t w.roxe PRESSURE CHARTS 5741x fr,e,11- MULL LENGTH IN INCHES lx4x.375 4/6 Anchors j OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 T 160 MULL LENGTH IN INCHES O 1 `r 4Z , 70 170 170170 170170 170 170 1701'70 170 170 110 $"1701170 1701170 1701170 1701170 1701170 1701170 1701'70 1701170 1701170 1701170 50.625 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1691170 170 1621170 1701170 1581170 1701170 1571170 170 1571170 1701170 1571170 1701170 1571170 1271170 116 1051144 54 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 1271170 63 1701170 1701170 1591170 1501170 1441170 135,170 1331170 1251170 126;170 1171166 1211170 1121156 1171169 1081150 1161166 1061145 1161165 1051144 66 72 1541170 1441170 1341170 1251160 1201165 1121140 1101_148 1021126 1031136 951116 981127 901108 94 1120 86 1102 91 1115 83198 89 1112 81 195 88 1111 79193 76 78 140 121 108 1 116 92 1106 871 99 83 80 78 87 75 84 1281138 111;117 98 1102 90 192 83 1 83 77 1 77 73 173 69169 66 186 62 ; 62 90 1121112 95195 82 182 74 1 74 67 167 62 1 62 58158 54154 521 52 48148 96 92 1 92 78 1 78 87 1 67 60 1 60 50 54 50 1 50 47 1 47 44 1 44 42 1 42 38 1 38 108 64164 54154 47147 42 142 37137 34 134 32 132 30130 28 128 25125 111 59 50 43 38 34 31 29 27 26 23 -.1--- 144 27 127 22 122 19; 19 17 1 17 151 15 ' 1 ' ' 1 ' ' i - ' i 1 x2.75x.650 3/4 Anchors 0 42 •48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 50 170 1701170 166 1521170 1331152 1251143 118,135 106 91 191 84 67 ; 67 54 , 54 44144 31,31 29129 60 170 1601170 148 135 1171134 110126 1031118 92192 77 1.77 71 57 157 46146 38138 26126 24 1 24 1 70 1701170 1481169 136 1241142 1061122 99 1114 93 1107 81 1 81 68188 63 50;50 40140 33133 23123 28 ! 26 18118 21 OPENING WIDTH IN INCHES 80 1701170 1411161 129 1161133 99 1113 92 1105 86197 73 61 1 61 56 44 i 44 36 136 29129 20120 18118 90 170170 1381158 125 1121128 94 1107 87 1 99 81,90 67 67 58156 51 40 1 40 - 32 132 17117 100 1701170 1371157 123 1091125 90 1103 83;95 77185 63 63 52, 52 48 37 137 30130 2424 17,17 15 1 15 110 170 1371157 123 1081124 88 1101 81 193 75 , 82 60 1 60 49149 45 1 45 35 ; 35 28 128 23 123 15115 - I - 120 1701170 1371157 123 1081124 88 1100 80 191 73180 58 47147 43 33133 26126 21121 130 1701170 1701157 154 1081124 88 1100 80191 73179 56156 46146 42 32 132 25125 20 120 - I - I 160 170 1701157 123 1081124 88 1100 80191 73179 56 45145, 40 140 31 30 23 123 18 I - I Vertical Mull Opening Width Mull Length Horizontal Mull Opening Width L Mull Length Multiple Mulled Units Opening Width Mull Length PRODUCT9EVLSED wa eOM, afRiWi Asgr.R No .0701 .09 DAM RIYtl OM Proton .mon1 Dlw APPROVED AS COMPLYING VON NE sou7NF 5Ip;e�►8a� R TE JUn MPLONGcOOEcawWCEana =EFFACE NO Ot•C311•Ri NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 INDUSTRIES Room! Or rt.: Drown Sr P.J.P. 1070 I GM:11.O6'Y DPW P.O. BOX 1529 NO OMIS, FL 34275 PDXOARS, FL 34274 ChM 9. relc Dots: 4/20/00 Description: PRESSURE CHARTS rtUe: 1" HEAVY WALL MULLION SodoollIodot MULLS r d.: TS Rwi ion.: SMe1: 6.'6 Droeirq No. 6621 Raw MULL LENG'TH IN INCHES t, • MI_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY. FLORIDA METRO-DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2900 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable mks 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 7W' Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6. prepared by POT Industries, dated 2/16/98, with revisions 12/291/03 signed sealed by Robert L. Clark, P.R. . bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use; and/or manufacture of the product or process: Misuse of -this NOA as.an.esdorsement-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 # 02-0305.02 and, consists of this page 1 and evidence page B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 03-0612.06. max NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOW$ 1. GLAZING OPTIONS: A. 5/16' (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLD( /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8' ANNEALED GLASS. B. 5/16' (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF Q DUPONT BUTAC1TE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8' HEAT STRENGTHENED GLASS. C. 13/16' LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16' LAMINATED GLASS. THE 5/16" LAMNATED COMPONENT CONSISTS OF AN .090 PV8 LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8' ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16' LAW I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16' LAMINATED GLASS. THE 1 5/16' LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8' HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 F Q is I I j 57' DAl OP 6' 63" MAX HECHT 58 1/4' MAX FIXED UTE DAYLIGHT OPEN 6' MAX. 74" MAX WIDTH 33 5/5" MAX 33 5/6' MAX DAYl1GNT - ^ DAYLIGHT °PERM OPENING 8" MAX 4' MAX BA% 4' MAXI SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 20 SWEEP LATCH 1096 MINIATURE OE CASTING 7 29/0J 7 3/03 403 20/02 76/98 • - r 47 i Pb T.214.XX � DESCRIPTION V.T. . QTY./LOC EN AUGH VDOR • DR`ft liA;7 I F -122 J. ©4. al II ∎MI r '.:'l ?:,i:LEn tu •`.i' 11 1. a:�LII•�r r R6 E E 7 . tRC.1�•'. 1 1 (. E: - Y7�'. EIIr /*�1a•f:1y'1lt •:� 1s1)♦;:C_ }U111, - Gr� II ll.. • "I 1 I IE� - • • .'I11F147 �C I ?Tr1 1' 7, - Ella_ _. h4i2 13FY � rl vry (114/ 114D7rCT : t ( 1 (R 11 r�I•t ��111F1 T111 T -12 • p -TT' #iL 1 ,x, 1. _a:1CR 1T k3i1 Z7 rI I r_1a 4.-4.' Q7 [ ...,- 1 •'. 1 / :" *) INGII 6 i1'AHEM F L'. G`�El:' r. lii i : »I:if . S ?a )tA f � rl 1`ry a UFiF74I P ) I2. • `a _ L7�;C 1il � � � (7mt t'1Itri in, 3MIig (3 lr ©II.i-3ll:la:C 1M � n 1 ILi1 1 !r` r131G'17-11 .I•tfel01MEEF 111CZ�1:•. 7 - m r X71 [ ri�'� 1731rK � I - •T1 7 1 - , FOAMS 'I a& . z 1 l i�� 1111 : • • • rrI • ILLIF1 " I'_1 :i'1 :`J`IE ]1?.: ?i1 &Yl-i a.--u .:IMJ ■ 121111.lr1I => u [iii 7 pI Oa - : - ad kii U. ' - II;d•� -.. ..w a m a Liii a- 111r 1.. T r1II.. It lt•k lit::3u11'VI3riii:Wif- iX._� I P3! as �. k3111_, 713/ .0 U !x WOMEN. OM -. 1 P Ciia iZf1.1 !!I( � R ykirrL a n1 rLiiii t..�. - - M10- )-I 1ERITili:i•:T-9CI � FUCI . !t'. i•� 1171 fl'I'_�1tialki :�i[M FtIl:I:? U1i",i:f'11111 1:7r!T7:'•! i: F' 1CC 1 . • ► (FbI�_ La ,EC 1t'7L•_•' : lE: F2[E -?L ilLi':' U -u 6 - 1 1' FIE I 6Z1 I• ^.L.t._ :al:(� = • " A HA Ci —*0 : u ("iIi van 'am • rail Liyl'/: L3�1l ire 1 - - • VI IE1LID • I • ' 'ii ;; > r /C: _YLII 'AL•3iT'OLJ a I •`aL' ]C•1i3 L1�I'7 f M � :�l•Z:• i 10111 '.,- Y,�t- rE:aw' LG16r� 1N .:. It 1EFI Et a irP1a1 0,1. MAX MAX L.G.. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS d�PER SHT 5. HEAD & SILL; � MAX. 6" FROM CORNERS. ri�oi ~ � MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. ��� r MAX. 15" SPACING. r. • r .ISMS% MAX. `' FROM CORNERS. MAX. 12 1/2' SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REVD. 6. REF. TEM REPORTS: FTL -1969 & FTL -3740 1070 1EI2110IOOr 019K MOMS. it 34275 P.O. 90X 1529 NOIKO16. it 34274 lead lir F.K. w " Mad le mai M 09. GAME ITEM 21 (LASS f TO REM E a 6 t ; J,B = 119 -t1? Aa7E 1 OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW NS-710 I NTS I1 0 6 I X 4112 I G :�� i [001 ital L r aj �il CI1M'i Mad 112k11 cam t icuaa 3 .000 6 63.000 74.000 ICILM - - .0 -75.0 UILEiall Wag a 110 1,01 �±� WM -75.0 FILM Lia Ea/ GIJI tail -7 .0 CAA WM 66.7 66. 68.7 85.5 60. 44. 00 -75.0 Ikea Lai Mal IL a Ilia Mal L21 ' Lag Mal Ella IL l 120E1 /Ma] 1=1 EMI KUM =la KIM K1211 Katil -81.6 9. 1 -5. 1111U11 Ea' LE111 CFA KM MU] I ILEX - 39.1 CAI .0 .0 55.0 40.4 38.3 -40. -38.3 :K 1'1 Cj> _ . 0 ��� 0 iuka Lag gam Ldl am caw � ULM =El 1:111.1;IVIJ Mal i] 43.7 laka 432 L1J 71 CIE 71 RIEJIMMII Mai ICU Cita NILS IMILI -38. G311131 J -35.. 34.8 J 44.3 36.1 -36. .0 .0 WIDTHS 26.500 70. 74.000 T, -N 1 . l- li'1 ► li'1 ROLM kit 1 1 1 CM -7 .0 Mal KlEta EMI - 7• .0 C i 66.7 Mal c'i 1i1 66.7 -7 .0 CIA :K 111 tag CAM C1111 66.7 66.7 Cal -75.0 68.7 - ".0 66. -75.0 -7 .0 66.7 I -75.0 -75.0 iECb% -75.0 -75.0 66.7 68.7 88.7 .11112',01. 1111E EMU; le MCI 111110 CM CIA! WWI COI CIA Cala t 1 (:A WM coal grzju 1061111:041 taa [• 27 16,LU Lag ILIA Gil 11:001 -75.0 -75. -75.0 -75.0 -74.8 68.7 66.7 CAA 68.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 66. 66.7 86.7 68.7 68.7 88.7 -75.0 - .0 _ .0 68.7 68.7 68.7 4NII tan os• Ma'7 LAI - .0 -5.0 -75.0 r 1/03 / OJ 14r F.K. Now +' F.K. D B. o.1FLP0 T TABLES F-0 C7 EWE.1 taE (-a D 11/iV LOCKS 0702 O-I� ►USED Va.ES .26/98 COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 11/8" ANNEALED) C. 13116' LAMI I.G. - 1/8"HEAT STRENGTHENED; 3/8' SPACE, 5/16 LAMI (1/8"HEAT STRENGHTENED, . WINDOW I WINDOW WIDTHS '. COMPARATIVE ANALYSIS TABLE 2. B. 5/16" LAMINATED (1/8" HEAT STRENGTHENE D. 13/16' LAMI I.G. - 1/8"HEAT STRENGTHENED, NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES AST/ E 1300 -98 (MID ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADS COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPL IN MIAMI -DADS COUNTY. p p j J I( ./L'. , LOL% PE PE 019712 5futr+Y LASS TYPES B & D .090 PVB, 1/8" HEAT STRENGTHENED) " SPACE, 5/16 LAMI 1/8"HEAT STRENGTHENED, .090 PVB, 1/8"HEAT STRENGTHENED 090 PVB, 1/8"ANNEALED) 1070 1EoemoGV ORM N01071113, R 34275 P.O. 8071 1529 MEOWS. R 34274 FTL -1969 & FTL -3740 FTL -1969 & FTL -3740 HS -710 I NTS 1 • 6 GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW I ° """ � 4112 1G 1/6' HEAT STRENGTHENED CLASS .090 SAFLEX KEEP/SAFE MAXIMUM Q OR DUPONT PUB MITER LAYER 1/13' ANNEALED OR HEAT STRENGTHENED GLASS 3/6" AIR SPACE 1/6" GLASS ®9 OR®2 OUTSIDE 0 0 5/16" LAMINATED 13/16 NOM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 SIENA • 1/2" _ GLASS BITE TYP. JNSIDE Llli e1 /2" OUTSIDE , e F' t INSIDE 1 O 2 1/6" ANNEALED CLASS -1 .090 INNER LAYER (DUPONT W/BUTAOTE OR sAFLDVKEEPSAFE MAXIMUM) I, L CNN. P.E. PE 939712 9w•.r — 1/8" ANNEALED CLASS �1 OUTSIDE 1 ant INSIDE ' F' I , � , D 0 1/8" HEAT STRENGTHENED -A GLASS 1/8" HEAT STRENGTHENED GLASS .090 INNER LAYER (WPM SMOTE OR SAFUN/KEEPSAFE 'ma'am wmoverampims GLAZING DETAILS: 5 /16" (.350) LAMINATED GLASS = 411rw.9r 1070 TECHNOLOGY CANE wars. n 34275 P.O. LOX 1329 ID Gl* . Pi 34274 IN F.K. Rawl RA F.K. MAW 0.9. 12� 119 /OAC -�E mU 1M 9AQ ME 773/03 F-0E31 17 SflI( Nelkikag E-ADO 13/16' LG. D A00 GLASS 1112E SECTIONS & GLAZING DETAILS INN ALUMINUM HORIZONTAL SLIDING WINDOW ew HS-710 NTS V 6 ( 4112 I G EXTERIOR VERTICAL SECTION ROUGH OPENING ROUGH OPENING G L Os* RE. PE 10712 5r MAX. MIDN HORIZONTAL SECTION 1070 102010LOGY OMR X010)145, R. 34175 PA. 50X 1529 MOMS, R 34274 EXTERIOR F.K. ®29/ "' FK. FT J/OJ Rawl lie F.K. Y4 0.3 ala /02 ;.B /x6/98 N:11001E KM of 940 no F-1D 016 D 917 129 -132 reig !LASS ME 2.784 SECTIONS & GLAZING DETAILS a.w 2111041d A L UMINUM HORIZONTAL SLIDING WINDOW HS-710 I NIS 4 + 6 I 4112 IG APPROVED WOOD (SEE NOTE 4.) &3/16' TAPCON (SEE NOTE ) TYPICAL HEAD' SECTION SUBSTRATE ANCHORING AS3/16' TAPCON (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) &/12 WOOD SCREW WOOD ANCHORING WOOD ANCHORING &3/' 6' TAPCON (SEE NOTE 1) 1150.1E me. PF. PE6712 Onud NOTES: 1. USE ONLY MIAMI—ME COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT; FTL-1969 & FTL-3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF Ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SIMII lrr APPROVED APPROVED WOOD BUCK 2x WOOD BUCK (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING 1 ..1r••r. faro TESNloLOOr mac MORNS, n 34273 P.O. 80X 1529 NXKGNS. PL 34274 1 1/4' MIN. 1/4' MAX. SHIM Onsa 0. ANCHORAGE #12 WOOD SCREW 6/02 474/03 2/16/98 zvateC SAY' I�1I3R 7133/03 FF- -ILf] 0dE VII MOMS E—NO CHOW SHT 70E6 1 1/4' MW. ALUMINUM HORIZONTAL SLIDING WINDOW HS-710 (NTS • 6 1 4112 G .705 1 7----... .062 2.784 - k - .737 0 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 --1•1441-.-- I .678 .050 Q 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 -a-1 1 2.074 .062 O FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L- 11 87 .062 �-- 4 1.403 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 i 1 ` - .723 .688 © WIND LOAD ADAPTER 6063 -T5 ALUM. - .062 1.183 I I I 1.34? SAS TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 (6 4 1 .062 1.187 1.081 -.1 0 SASH MEETING RAIL 6063HS -T54 ALUM. 1-_-- k2.710 -41 0 FLANGE FRAME HEAD 6063 -T5 ALUM. AlioL OrIi. PE R 1211712 Waal 1_ i 1.097 t .050 J .062 1.273 ® 13/16" GLAZING BEAD 6063 -T5 ALUM. 1070 720041:.06Y oliYE NOI:0Y14. FL 34275 P.O. 00X 102 140K016. FL 34274 L6 62 1.349 I. 11 72-97 - 1.970 0 SASH SIDE RAIL 6063 -T5 ALUM. .062 --0 1___ 2.094 1.122 I h' 2.710 0 FLANGE FRAME SILL 6063 -T5 ALUM. F.K. 11/2/01 7 23/03 g lrigfe. FADQM? 'Ns 310 FAD OAi 96 90 EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW > 2.46, area HS-710 I NTS 1 + 6 - N■ 4112 I G Inspection Number: INSP -23277 L Permit Number: RC -4 -06 -1001 Inspection Date: 07/27/2006 Inspector: Grande, Claudio Owner: BLOOM, MARK Job Address: 490 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Wednesday, July 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 2 8 ItCB Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number 786/253 -7552 Parcel Number 1132060170430 Lot: • Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 2 Is Inspection Date: 06/26/2006 Inspector: Grande, Claudio Owner: BLOOM, MARK Job Address: 490 101 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, June 23, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUtsi 2` .. �EWVli Block: Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Alteration Phone Number 786/253 -7552 Parcel Number 1132060170430 Lot: Page 2 of 2 Passed 1/ Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Is Inspection Date: 06/26/2006 Inspector: Grande, Claudio Owner: BLOOM, MARK Job Address: 490 101 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, June 23, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUtsi 2` .. �EWVli Block: Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Alteration Phone Number 786/253 -7552 Parcel Number 1132060170430 Lot: Page 2 of 2 PATIO Passed Inspector Comments p - ri/ — Failed Correction Needed ��� Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/05/2006 Inspector: Desharnis, George Owner: BLOOM, MARK Job Address: 490 101 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, June 1, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Footing Work Classification: Alteration Phone Number 786/253 -7552 Parcel Number 1132060170430 Lot: Page 2 of 2 Permit Receipt Permit Number: RC -4 -06 -1001 Invoice Number: WS -4 -06 -24612 Applicant: MARK BLOOM Company Name: Date 05/22/2006 05/22/2006 Payment Type CheckNum Amount Check 256 $0.10 Check 256 $259.86 Total Payment: $259.96 Monday, May 22, 2006 Page 1 of 1 Issue Date: 5/19/2006 Owner's Name: MARK BLOOM Permit Type: Residential Construction Work Classification: Alteration Job Address: 490 101 Street NE Additional Information Miami Shores Village, FL 33138- Building Department File Copy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/16/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACE EXISTING WINDOW WITH SLIDING GLASS PGT DOOR, SEAL UP EXISTING DOOR WITH CONCRETE BLOCK EXTEND EXISTING PATIO TO LENGTH OF DOOR Type of Construction: DOOR Stories: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 5/19/2006 Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: NA Additional Info: NA 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. Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Submittal Fee Technology Fee Total: Amount $1.80 $0.60 $192.86 $50.00 $50.00 $9.00 ($50.00) $5.70 $259.96 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC -4 -06 -1001 Phone: 786/253 -7552 1132060170430 Lot: PB: Total Square Feet: 0 Total Valuation: $ 3,000.00 Required Inspections Invoice Number WS Total: Amt Due $259.96 CN/ 2 56 MAY 2 PAID Amt Paid 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. n' 2IO 3; 3 f Miami Shores Village e g Building Department 5 Icl l XQ 4 3 1 prr) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79�2 Fax: �3 756.8972 ig L� kARkl\111 9, 2006 4 BUILDINQ-) PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) L-tq0 City WV t -MA SdAteC Tenant/Lessee Name Owner's Address Job Address (where the work is being done) City FOLIO / PARCEL # Is Building Historically Designated YES Type of Work: Describe Work: Miami Shores Village BY: Electrical Plumbing Mechanical Y`(1�AYL� IaLoorn VU L ot b State Q p v i-& 1 6 I &1--e-e' --- County Miami -Dade Zip `' NO k 'Lo�nl C-it l'rQ- 1?-, il✓ ND l K'44 , 1 P0012_. c_.1c .244 Permit NoC)(C) - / OD) aster Permit No. Phone # Zip 3 3 C7 Phone # 7 �3 Co . 3 =7 SSZ Contractor's Company Name ` C) rY)C Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) i314111,t( lh — Phone # C - 522 6 o 21 $111'h9s1 Iget1 icryt_ IPSO e - Value of Work For this Permit $ - C CDC7 • Square / Linear Footage Of Work: ❑Addition ['Alteration ❑New Qy Repair/Replace ❑ Demolition 12.A.0 ckni- y c Sa-t vJ W '0 W \'Ck( t 1(J ong+ (' \ I'155 Teo `'90 o`g . S c - Q L., 4 ) L-c 'moo 012.- i \ T1 T-ArTio it) * * * * * * * * * * * * * * ** * * * * * ** * ** *Fees ** * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ r • Per it Fe 22 �V� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 50 c' 8 -t` 50' trG ' 4 100 / Oo Total Fee Now Due $ See Reverse side -+ Roofing Zoning $ NM 2 2 PRIG CX, 2 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 9 e g Z�Dr) /'t— Signature Contractor The foregoing instrument was acknowledged before me this day of , 200ko ,by tpmss' , day of ,20 ,by who is peFona[ly known to me or who has produced whcrisii .nally known to me or who has pro' ed As identification and who did take an oath. as identification and who did take an oath. Owner or Agent The foregoing instrument was acknowledged before me this NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 1 Gam 0 Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Michael J. Alterio ommission #DD240917 � �' � f C Expires: Aug 13, 2007 Bonded Thru '9 �OF F� '''""""' Atlantic Bonding Co., Inc. 2214 s + VeY6 51rac 4 Plans Examiner i 0 SO Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: f-12. C . SL_ oc: h'•' ADDRESS: '/ O Mt to I �rf�rE�f Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of.$25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. DATE: 4/i 8 106 1. I hold title to the above property and I am planning on doing this construction Initial �9/1� 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial ri 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial vit* YP,,, Michael J. Alterio `� e'; Commission #DD240917 _• *= Expires: Aug 13, 2007 Bonded Thru ',OF rM1 "s '���� ` �� Atlantic Bnncline Co., Inc. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial ///// 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Was acknowledged before me this 1 ci Initial / 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial (>') day of rk-fitp.i L , 200LQ who was personally known to me or who has Produced there License or as identification. OWNER I - NOTARY Michael J. Alterio ,�,Y ` . Commission #DD24091 `? Expires: Aug 13;.2007. ' �9�OF rM1 Bonded Thru • 'ow` Atlantic Bonding Co., Inc. PERMIT # a(1-66 v " 1 W I, Arru., `��boYY1 ❑ Contractor Owner ❑ Architect e ,I Picked up 2 sets of plans and (other) S en I / /� U Address: O mE Miami Shores Village Building Department From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: /' */ RESUBMITTED DATE: PERMIT CLEARK INITI AL: 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT DATE: NAY O 5 2006 BY• 4/ /o Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 / O O / Job Name el earr7 Date 4 /2S /ea �OD NE /O/ 51 j) STRUCTURAL CRITIQUE SHEET 1 744 1 J if Seed in Dade Cv, /4 ■14m�� New deer re?uires a/ stoles -- ciefai /. /3/oc k ed - ap moor Y e9 ui es Inas nt- i'eii -7 9vr cin9 a/ al/et-ileac cour ;e$ , an c/ fctt /erred a/ - cles La/Corpuga /ed anchors Screwed / h /oche • BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 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 AR! 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. DESCRIPTION: Series SGD-70 Aluminum Sliding Glass Door - Impact APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum Sliding Glass Door - Impact ", sheets 1 through 14 of 14, prepared by manufacture, dated 06/18/04 with revisions 10/07/04, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO 1\..AA■■ AV P — G - 0(0 -700 CITY C/8/o • .•. • • • . • •••••• :• • • • • • . • • • • • ••• • • • • • • • • • • .. ••••••• u -> cqurrrx, PLoRiI5A MiIRo13ADELA6ZER B D tI N 6 140 WEST FLAGLER STET, SUh'E 1d03 MIAMI, FLORIDA ................. (30?13V5 -490) • BAX (3 • . .. • • • • • • • • . ••.• •• • • NOA No 04- 0622.07 / Expiration Date: November 11, 2009 ✓ Approval Date: November 11, 2004 )NbI$11NG OF t2ptITES OF 3/1 6" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE B •TWT REPORT FTL - 4174; • • .... G'.0 Z1SISTIN OF (1) Lire OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. NICOMPONEIIT4SEITEMeC TEST REPORT FTL -4162. •.... • 0,•01E?NSISTINC .AE (1) Lit .. rr 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. NI OOMPONSAIVIS ITEM,,D 4 . 6VE. TEST REPORT FTL -4162. ...... •••• • • • )NSISTING OP(Y }CITES OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 1S: SEE SHEET 6. IRES: (SEE TABLES 1 THROUGH 6, SHEET 3) :SIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). SIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3SURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. COUNTY ANCHORAGE REQUIREMENTS SEE SHEETS 13 AND 14. ISADE COUNTY, REFER TO SHEET 14 FOR ANCHORAGE DETAILS AND REFER TO APPLICABLE TEST REPORTS FOR ANCHORAGE SPACING. NOT REQUIRED. CREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 3T REPORTS: FTL -4159, FTL -4161, FTL -4162, FTL -4163 & FTL - 4171. ) NSISTING OF.(1),I.ITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF ACTT& SAPttXIREEP$AFF,MAXIMUM PVB. TEST REPORT FTL -4171. VERT. S HORIZ. PARTS L EXTRUS ANCHOf .• • • • .. • • • • • •••. •...•. • • .... •... • • • S. •••• • • • • 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B LED (OPT. C) OR HEAT iENED GLASS (OPT. D) ---._ I I .591 NOM. GLASS BITE GLAZING OPTIONS C & D INTERIOR NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090" PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE INTERIOR 3/16" TEMPERED GLASS -y- � -- � -•- 3/16" HEAT STRENGT EXTERIOR EXTERIOR 1 1/16" LAMI I.G. GLASS GLAZING OPTIONS E & F 9/16" NOM. 1/4" HEAT STRENGTHENED GLASS -+- 1/4" HEAT STRENGTHENED GLASS 7/16" LAMI GLASS (PVB) 9/16" LAMI GLASS (SGP) ® GLAZING OPTION G .591 NOM. GLASS BITE .090 SENTRYGLAS PLUS INTERLAYER INTEI .591 NOM INTERIOR GLASS BITE • • • • • • • • • • • Er • • • • • /••• • E DX OR Xp • SEE MAX. WIDTH TABLE XO OR OX • 6 •• • • • • • • . •• •• • • •••• • .... •••• • •. • 114" • TYP. POCKET II /9 a SEE MAX. WIDTH TABLE pXXXO OR OXXXp XXp OR pXX 1 A 112 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. (DOOR HEIGHT - 71 /4 ") SEE MAX. WIDTH TABLE OXO 120" MAX. HEIGHT, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") lA 1 II w 4 m I �1 1 ^r l POCKET c� F ni 41 r b Ai I., 11TI I Ta 111 r • • • • • • • • • • • • Er • • • • • /••• • E DX OR Xp • SEE MAX. WIDTH TABLE XO OR OX • 6 •• • • • • • • . •• •• • • •••• • .... •••• • •. • 114" • TYP. POCKET II /9 a SEE MAX. WIDTH TABLE pXXXO OR OXXXp XXp OR pXX 1 A 112 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. (DOOR HEIGHT - 71 /4 ") SEE MAX. WIDTH TABLE OXO 120" MAX. HEIGHT, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") lA 1 II w 4 m I �1 1 ^r l • • • • • • • • • • • Er • • • • • /••• • E DX OR Xp • SEE MAX. WIDTH TABLE XO OR OX • 6 •• • • • • • • . •• •• • • •••• • .... •••• • •. • 114" • TYP. POCKET II /9 a SEE MAX. WIDTH TABLE pXXXO OR OXXXp XXp OR pXX 1 A 112 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. (DOOR HEIGHT - 71 /4 ") SEE MAX. WIDTH TABLE OXO 120" MAX. HEIGHT, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") lA 1 �1 r POCKET c� § Br ni • SEE MAX. I., 11TI I Ta 111 r • • • • • • • • • • • • Er • • • • • /••• • E DX OR Xp • SEE MAX. WIDTH TABLE XO OR OX • 6 •• • • • • • • . •• •• • • •••• • .... •••• • •. • 114" • TYP. POCKET II /9 a SEE MAX. WIDTH TABLE pXXXO OR OXXXp XXp OR pXX 1 A 112 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. (DOOR HEIGHT - 71 /4 ") SEE MAX. WIDTH TABLE OXO 120" MAX. HEIGHT, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") lA 1 4X. LE • • • • • , 0000 • • pX OR Xp • • • • • • • A SEE MAX. I WIDTH TABLE XO OR OX • It • 394 TYI D� POCKET XXp OR pXX II I SEE MAX. WIDTH TABLE pXXXO OR OXXXp 1 A 88 3/4" MAX. DAYLIGHT OPENING, TYP., 96" MAX. FOR PANELS WIDER HEIGHT, TYP., THAN 4 FT, UP FOR PANELS WIDER TO 5 FT. WIDE, NOM. THAN 4 FT. UP (DOOR HEIGHT TO 5 FT. WIDE, NOM. - 7 1/4") OXO 55 7/16" MAX. DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") l A I D POCKET a MAX. F- IG i iF Br J SEE MAX. WIDTH TABLE 4X. LE • • • • • , 0000 • • pX OR Xp • • • • • • • A SEE MAX. I WIDTH TABLE XO OR OX • It • 394 TYI D� POCKET XXp OR pXX II I SEE MAX. WIDTH TABLE pXXXO OR OXXXp 1 A 88 3/4" MAX. DAYLIGHT OPENING, TYP., 96" MAX. FOR PANELS WIDER HEIGHT, TYP., THAN 4 FT, UP FOR PANELS WIDER TO 5 FT. WIDE, NOM. THAN 4 FT. UP (DOOR HEIGHT TO 5 FT. WIDE, NOM. - 7 1/4") OXO 55 7/16" MAX. DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") l A I D POCKET MAX. _ , e,11.1 . TA MI 4X. LE • • • • • , 0000 • • pX OR Xp • • • • • • • A SEE MAX. I WIDTH TABLE XO OR OX • It • 394 TYI D� POCKET XXp OR pXX II I SEE MAX. WIDTH TABLE pXXXO OR OXXXp 1 A 88 3/4" MAX. DAYLIGHT OPENING, TYP., 96" MAX. FOR PANELS WIDER HEIGHT, TYP., THAN 4 FT, UP FOR PANELS WIDER TO 5 FT. WIDE, NOM. THAN 4 FT. UP (DOOR HEIGHT TO 5 FT. WIDE, NOM. - 7 1/4") OXO 55 7/16" MAX. DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16 ") l A I . b -b JLL. I . SELJ. B -B • •••• • • • s .aV // 7777, iii AIN)ORXO EG C -G.. SECT. D -D -\ • s .• • b • •.• -- „ ,,,,,,,,,,,���,,,,, //„/,///,,,,<,,,- • • •••• — - -- • • • • • • . • • "tX DOUBLE POCKET, pXXp ••. • -_ SECT. B-B -N SECT. B- B- _SECT. E -E .` -� --• <:' • 1 I �_- 3 _SECT. B-B-\ SECT. B- B- _SECT. G-G - -� , -- - - -- - - -- - j %7/777. V/././..1/////////./: -- - - - - - - `_- SECT. B -B - F -F T. %_ ____/-SECT. B -B _ -- SECT. F -F \ •`••” \ � mss....\\..:...... a •••• ••.• •• •• • • • • • • 000 ALL FIXED • •• •• a XOX XXO POCKET, 0XXO (SHOWN) OR OXXp B -B, C -C , D -D AND E -E ON SHEET 8. -F, G -G, H -H AND I -I ON SHEET 9. Ste i. I - I - XX POCKET, pXX (SHOWN) OR XXp SECT. A- A- SECT. B -B - SECT. C-C -\ `, `_- INTERIOR (ALL CONFIG.) EXTERIOR • JLI, V w/, /,,,,,,,,,,,,, /iii „ /, / / /,/ ./r//////rMiiii - _ _ OXXO - SECT. C -C-\ � SECT. D -D- SECT. B-B- - SECT. C -C \ � SECT. I -I - SECT. B -B __ SECT. • c5 _EFT SLIDING PANEL (SHOWN) OR W/ RIGHT SLIDING PANEL SECT. A -A SECT. D- D- _SECT. B- B- _ SECT. C-C \ � ` ••••••.— _ )00 JL'V 1. 1 - 1 -11 0000 ALL FIXED - ,SECT. B- B, A -A ,____/ / / , ,, / / / / / 777.(7/, , I '/ - , / / / /,,,, /,,, / / //. `_- SECT. G -G -• SECT. B -B Ay//// //////////A /iiiiiiiiiiiii /. %iiii, a �_ gO ` �_ OXXX POCKET, OXXXp (SHOWN) OR pXXXO XXXX POCKET, pXXXX (SHOWN) OR XXXXp XXXX DOUBLE POCKET, pXXXXp I ,,. /7/7///7//////7, I — /, / / // // / /// / / /// 7/777 7/7/ /ii 7i / / // // %/ /ii / /,0 G5 - SECT. B -B / a / / / / SECT. D -D SECT. B-B _ -SECT. E -E SECT. B - SECT. I -I � O ��i,' /iiiii -� 7 , %////.%////////// •7777 1 / • _ ///////, 7777/// tall NO %%. • SECT. D -D • s_ I ' . • • : • • .. .61,.. • • ... .TAME HEAD Malt 430p••1 • . • .... • • 1— 1.986 .557 SHOLD COVER ft: 6063 -T5 NG# 4315 • .. • • • .• • .... • • .... • • ••• • • .. •. • • • 'OUBLE INTERLOCK IAT'L: 6063HS -T54 DWG# 4383 1.619 1 .078 NOM. WALLS VARY FROM .060 TO .125 I 3 - FRAME SILL MAT'L: 6063 -T5 DWG# 4303 5.357 8 - FRAME JAMB MAT'L: 6063 -T5 DWG# 4304 1.874 f 12 - INTERLOCK MAT'L: 6063HS -T54 D 4399 1.235 f 2.961 2.435 WALLS VARY FROM .060 TO .125 4 - ADD ON SILL MAT'L: 6063 -T5 DWG# 4361 .062 NOM. 1.500 2.591 2.700 16 - TOP & BOTT. RAIL MAT'L: 6063 -T5 DWG# 4305 Li LS 13 - ASTRAGAL BASE MAT'L: 6063 -T6 DWG# 4398 2.961 1.087 1 M • • .... • • . . 4PTER, FIXED PANEL . • MATT'L: 6063:T5 "'dWG# 344 •••• 14 J . 1.428 f • .. • • • .... • • .... . . PANEL SIDE RAIL MAT'L: 6063 -T5 DWG# 4306 1.700 MALE ADD -ON T'L: 6063 -T5 WG# 4380 • • • .. • .. • • • • • .062 NOM. 1.700 .062 NOM. .062 1.045 NOM. 1.993 15 - MALE ADD -ON MAT'L: 6063 -T5 DWG# 4381 062 NOM. �L- 1.019 1.872 S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4318 WALL THK. S11 - SCREEN MEETING RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4320 1.019 r _ IVVIVI. .062 t NOM. 1.872 S7 - SCREEN SIDE RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4319 1 J1 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 1.342 .050 1.305 S14 - SCREEN ASTRAGAL MAT'L: 6063 -T5 DWG# 4344 .060 NOM. f 1.935 -01 18 - FIXED PANEL CLIP MAT'L: 6063 -T5 DWG# 4362 2.272 L .800 S' ASTIR N • • • EXTERIOR RIOR . • � �CXrERIOI� • (CONCRETE) .. .. • •. 2x WOOD ... • (SE6 NOTE 2) .... .... • • .... (CONCRETE) lx WOOD BUCK (SEE NOTES 3 & 4) ;ME JAMB INSTALLATIONS (CONCRETE) 1 1/4" MIN. lx WOOD BUCK (SEE NOTES 3 & 4) 1/4" TAPCON (SEE NOTE 1) EXTERIOR TYPICAL POCKET P -HOOK INSTALLATIONS EXTERIOR • NOTES: •• .. • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, • • • - ► • • • 1 41.44 USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. • 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). EXTERIOR A 2x WOOD (SEE NOTE 2) I t- 1 /4" MAX. SHIM EXTERIOR #12 SCREWS EXTERIOR 1/4" TAPCONS (SEE NOTE 1) . 1 EXTERIOR TYPICAL FRAME HEAD INSTALLATIONS GROUT MUST TRANSFER SHEAR LOAD TO SLAB • (CONCRETE) 1/4" MAX. SHIM }1 1/2" MIN. 2x WOOD (SEE NOTE 2) 1/4" MAX. ;1 1/4" MIN. { TYPICAL FRAME SILL INSTALLATIONS FRAIVE.JAMAB #8 X 1" LG,S. STL. QUAD /PHIL PAN HEAD ▪ PANEL, IL E RAIL DOUBLE INTERLOCK INTE OK p■STRAG'RL BASE 1= EMACE'ADD -ON �1AAL� PLQp TOP & BOTTOM RAIL p -HObR MR POCKET DOORS FIXED PANEL CLIP WSTP .170 X .270 BACK, FIN SEAL WSTP .400 X .270 BACK, FIN SEAL 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 1/4-20 X 1.25 LG. SHCS S. STL. #10-32 X 1" LG. PHILLIPS FLAT HEAD 18 -8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES #8 X 3/4" LG. PHILLIPS PAN HEAD 18 -8 S. STL. KEEPER MOUNTING SCREW #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 10 -32 ALUMIN THREADED INSERT ALUM. REINFORCEMENT .500 X 1.500 MOVING/FIXED INTERLOCK END PLUG ASTRAGAL BASE END PLUG LOCKSTILE END PLUG TOP RIGHT STICKER COVER BOTTOM RIGHT STICKER COVER TOP LEFT STICKER COVER BOTTOM LEFT STICKER COVER TANDEM ROLLER 3/4" HOLE PLUG (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8 -32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS :24Z.: Za 1 34X 38PPT 32INSERT 57M 37 39N X1 MD(BSW) X4MD(BSW) X3MD(BSW) K2MD(BSW) 19 18 W,K,S D4050 • •• . • • ..•• .. 7a 32 ••• 16G 33G K112X ?0X114SHCSF 32X1 FPFX .. ., . . - r . . V 1...I Y V.t.. V . V. D2889 (1)TRUTH INTERIOR PULL HANDLE & BASE (1.) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS • (1) MORTISE LOCK LATCH & (1) KEEPER (1) STAINLESS MORTICE LOCK (1)' ZINC DICHROMATE RECESS ADAPTER 42 43 44 45 46 47 49 51 52 53 54 55 56 57 S1 S4 S7 S11 S14 S15 1224 1225 4324 4395 1267 749 4356 4375 4317 4318 4319 4320 4344 4384 6TP247 6TP248 6534601 64395 71267N 7BRKTM25 74356A 64375 612256 612257 612258 612259 64344 64384 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. DOW CORNING 899 SILICONE GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT VINYL BULB WEATHERSTRIP (THICK) VINYL BULB WEATHERSTRIP (THIN) 7/16" LAMI GLAZING BEAD 1 1/16" LAMI I.G. GLAZING BEAD SETTING BLOCKS 1" X 1/2" X 1/8" THICK REINFORCEMENT SPRING CLIP FIXED PANEL ANGLE BRACKET 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 9/16" LAMINATED GLASS - 1/4" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 1/4" H.S. 9/16" LAMI GLAZING BEAD SCREEN TOP RAIL SCREEN BOTTOM RAIL SCREEN SIDE RAIL SCREEN MEETING RAIL SCREEN ASTRAGAL SCREEN ASTRAGAL ADAPTER of 11 1 0 L MIN ICU ULHbb - 3/1b" H.'. - .U`JU DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. H - LE & SINGLE INTERLOCK (FIXED) 0 X SECT. G -G FIXED STILE AT JAMB (INSIDE) Ow- SECT. I -I MOVABLE STILE AT JAMB (OUTSIDE) • • • • • . • •. .• - • •. • • • • •• • .••.• • .. • • 1 • •..• • SECT. A -A E AT JAMB (OUTSIDE) SECT. C -C SECT. B -B DOUBLE & SINGLE INTERLOCK 11011 AINIACKe ■- 'ABLE TO MOVABLE AST.RAGAL (INSIDE SHOWN) OorX SECT. D -D MOVABLE INTERLOCK AT P -HOOK REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. E -E MOVABLE STILE AT JAMB (INSIDE) • - a A. F r e ERTICAL SECTION SHOWING ONE P PA NIP!. ANP (INF FIXED PANFI ASTRAGAL SIDE RAIL TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANFI S AS SID '# a aV3H I 1 NEC 1 111Is 0 I Ills I 7ys I ills I aysH I I his I aY3H] I 1 I GHI Iills ay I ills I aysHJ I ills I GYM I his I av3HJ I ills aV3H I ills I av3H] 1119 I aV3H1 I ills j av3H ills ;'A ' 'A A A A A A A " "R A A A A A A A A / /t A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A A A A A A A A B B ■A A AA A AAA A A A A A A A A A A A A A A A A A A A A A A A AAA A A A AAA A A A A AAA A A A A A B B ,AA A A A A M M' , ,A A A j j1.ZA A A A A B BA A A A A B B .14 A A A A A A A AAA A A A A. # #nA A A A A B BA A AA B B 84" 80" CLUSTER A - (4) ANCHORS 1 1 1 1 1 1 1 CLUSTER - (6 INTERLOCK OR I ASTRAGAL CENTERLINE 4 " � 1 0 * � CLUSTER - (8) ANCHORS HEAD OR SILL ANCHOR CLUSTERS rY ANCHORAGE SPACING REQUIREMENTS: E COUNTY APPROVED 1/4" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION DETAILED IN NOTES 2 THROUGH 4. P -HOOKS REQUIRE )F 1/4° TAPCONS OR #12 SCREWS AT EACH LOCATION DETAILED IN NOTES 2 THROUGH 4. DORS W/ PANELS UP TO 48" WIDE. MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. ' MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. X FROM BOTTOM AND 2611/16" MAX. O.C. X. FROM BOTTOM AND 20" MAX. O.C. (1/4" TAPCONS), 16 5/8" MAX. O.C. ( #12 SCREWS). )OORS W/ PANELS UP TO 48" WIDE. MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. ' MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. X FROM BOTTOM AND 26" MAX. O.C. X. FROM BOTTOM AND 26" MAX. O.C. (1/4" TAPCONS), 2013/16" MAX. O.C. ( #12 SCREWS). DORS W/ PANELS UP TO 60" WIDE. MAX. FROM CORNERS AND 22 7/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. " MAX. FROM CORNERS AND 22 7/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERL+NE: X FROM BOTTOM AND 26 11/16" MAX. O.C. � P(M ROTTOM Non 96 11/16" MAX. O.C. 11/4" TAPCONS'. 1r, 1/ ?" MAX n.0 ( #17 SC.REWSI Nom. Panel Width Door Height . 72" (6 ° ) - 80" (6 ° ) 84" (7 90" (7 ° ) 96" (8 30" (2 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 36" (3 +76.6 -76.6 +72.7 -72.7 +70.6 -70.6 +66.8 - 66.8 +64.8 -64.8 42" (3 +62.6 -62.6 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 48" (4 +53.2 -53.2 +47.2 - 47.2 +44.4 - 44.4 +42.3 -42.3 +40.6 -40.6 11/2"), MAX. 120" (10 HIGH DOOR. IONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 16" LAMI (3/16" ANN.,.090 SGP, 3/16" HS) •• FTL -4161 Door Height . . : DA, : +70.0 ' - 90.0 +T04 96" (8 ° ) • 70.0 +70.0 -70.0 +70.0 -70.0 • i9.114 . +70.0'' •.= +Z0.0 .-70.0 +66.8 66.8 +64.8 -64.8 1g . • +56.7 .- 0.7 +gri : 6 -53.9 +50.7 - 50.7 +48.2 -48.2 5'4' •+47.2 '•- +44 *' '•-44.4 +42.3 - 42.3 +40.6 -40.6 J6.2 .+41.3' :'-111 +39A :*-39.4 +37.1 -37.1 +34.6 -34.6 11.7 . - - - ' +37.6 - '- -37.6 - - -- +95�' - - - - - '.- -35 - - +33.1 - -33.1 +30.9 -30.9 - 44.6 Al MAXIE0 HIGVI D IONS WITH RMRX. NOM. PANEL WIDTH OF 60" (5 /16" LAMI (3/16" HS,.090 SGP, 3/16" HS) TABLE 2. FTL -4163 Door Height 3.2 80" (6 84" (7 90" (7 96" (8 '0.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 '0.0 +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +69.1 -69.1 '0.0 +70.0 -70.0 +70.0 -70.0 +66.2 - 66.2 +61.8 -61.8 11/2"), MAX. 96" (8 HIGH DOOR. )NFIGURATIONS WITH A MAX. NOM. PANEL WIDTH '/16" LAMI (1/4" HS,.090 SGP, 1/4" HS) FTL -41631 TABLE 2A. OF 60" (5 ° ) +70.0 I -70.0 11/2"), MAX. 120" (10 HIGH DOOR. IONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 16" LAMI (3/16" ANN.,.090 SGP, 3/16" HS) TABLE 3, FTL -4161 Door Height I 80" (6 84" (7 90" (7 96" (8 ° ) 102' (8 108' (9 114" (9 120" (10 ;0.0 +60.0 - 60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 ;0.0 +60.0 - 60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +58.9 -58.9 +58.2 -58.2 0.0 +56.7 -56.7 +53.9 -53.9 +50.7 - 50.7 +48.2 - 48.2 +46.3 -46.3 +44.6 - 44.6 +43.4 - 43.4 +42.1 -42.1 3.2 +47.2 -47.2 +44.4 -44.4 +42.3 - 42.3 +40.6 -40.6 +38.3 -38.3 +36.0 -36.0 +34.4 -34.4 +33.1 -33.1 EXTENDED SILL (3 1/2"), MAX. 96" (8 ° ) HIGH DOOR. TABLE 6. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 ° ) GLASS TYPE D. 7/16" LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL -4171 +80.0 -80.0 GLASS TYPE F. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPED: FTL -4162 +80.0 -80.0 (3/16" TEMP., 7/16" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) EXTENDED SILL (3 1/2"), MAX. 120" (10 HIGH DOOR. TABLE 4. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) FTL -4161 I +60.0 I -60.0 6" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. ITS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C, D, E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS'WITH • 1 ORB (TABLES 1, 2, 3 AND 4). .. . • • • •• • • • •• • • • • • .. • • • • • • • • • • • • • • • • • • • ... • • • • ... • • . . • • • • • • • • • • • • • • • . .. ... . . • • • • • .. ... • • 0 • • • • IS • •• • • • •• ••• 3PECiA . ITEt1) Ttafe.sev . cvaa tamed only, pi contananca vdth the design concept of f � and general compliance vith n given in the Contact Dom. Medlitcallons or comments made on the skap dr Jiro, s doing rev3sa do not rya STOM cornOramo with tits mitt erneaffi of ft Pans . Apinwel ..d a epeas item doss not Ircrkle appToval of ft rambly of tit the Item Is a =Went Can= raspaneCte ter. &ice to Cen9 the t ; Information th al pottte celti to the fabrIzatan pccesess w to Utz mew. t , mss of Cott; oo the 12041 of all C•tib: ,• and for mkanttp tit tno a eagD End segenttaw V • • • . . • • • • • • Miami Shores Building Department E , ljiamN •Shores, Rough Opening ••• • • •31 Shutter Required ••• ••• ••• • • Mullion Required = /00/ Impact Product A Schedule / Comparison Product Acceptance Chart Product Approval Address: Openii g Design Opening Description of Window II) or Door or Mullion Number Design ( +) PS1 72.7 172.7 Pressure ( -) I'SF Pressure ( PSI +44 ( -) PSI' -46 Size 74 3/4 "x84" 1'c4 Oil . • • • :�.• , -• I'c / No .. a•. No •• Yes / No Yes #1 S1iding G1 ass Door 040622.07 • Mill • • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• 0-2,9 Disapproved _ �a e (Signed) L Building In ector 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 progress of the work. Date _____'7. I C ,19 2 Owner's Name and Address. /li S C._ .___ f L .0 .X_ No 9 6 Street_ / -- / 0 ,(.- )% Registered Architect and /or Engineer C14 lilitzt p 4 Sf G C , Name and address of licensed contractor./- 4n /C69 e ___. A u Co / O o/ f - 2 f' 3.7 1,L1#1 C pol Gg - Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 7 Ll!E / 0 / % ' State work to be done and purpose of building (by floors) k A 71_tii' n A C Jor L o C,( and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ t 00 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 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 performed under this permit, as are licensed by Miami Shores Village. Remarks__ _ (Signed)_ STATE OF FLORIDA, COUNTY OF DADE. j 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. Permit No h 3 /6, Date /6,,-67 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires LANNING BOARD___. DATE Chairman Member Member Member 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 been obtained from the Planning 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. C / )7' ) ) 1 /7x VG