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RC-07-1336Inspection Date: 03/20/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: TOTTEN, GREGORY Job Address: 70 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ZANKEY CONSTRUCTION CORP. Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number Parcel Number 1132060130310 Lot: Phone: 305 -856 -6686 Building Department Comments KITCHEN CABINETS, FLOORS, ENCLOSURE DEMOLITION. ON. AND DOORS 17 OPENINGS DEMOLITION AND REPLACE ALNWINDOWS �� ®�� (V 4i()/ Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 76525. CREATED AS REINSPECTION FOR INSP- 53769. cc 3/4/2008 3/11/08 Pending approval of electrical inspection with washing machine being less than 36" from the electrical panel. CG RO i-1 9 CL V4SO- -c9011 CA, O '?f6Z C,/ O tt OM 14-&0 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 19, 2008 Page 2 of 2 0.7 1-2-567LA-L Alta . BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Owner's Name (Fee Simple Titleholder) f Owner's Address 1.0 N . E . ' 7 #41 ST 114-7' City M! / !#261 state K. Et JON 2 6 2007 El Permit No.- )S Master Permit No. Electrical Plumbing . Mechanical Roofing V ) kJ& Phone # 0 p l2 Tenant/Lessee Name Zip Phone # Job Address (where the work is being done City Miami Shores Village County Miami -Dade Zip i.o u.E. 194' -57'L' FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Z4NKL 7 6aAis" p2JCq-7 os.d • Phone # (30S) gSC -GG i6 Contractor's Address 7 12,4 , '9 340 ,q,k; 6 / d City ivt / / v State Qualifier Name f' wX I& / State Certificate or Registration No eR G 0 S 42* Zip .7/Z1 Phone #(305) g,S1 ° G 6 gt Certificate of Competency No. Architect/Engineer's Name (if applicable) Ur 44 L440)4 ASSOC— Phone # 3a9 #G / -100 Value of Work For this Permit $ ICC JGE) Square / Linear Footage Of Work: I - Type of Work: (Addition Alteration Descr'. e Work: epair/R place ❑ Demolition o Lire * I v' C - `1 7� Submittal Fee $ 0-50 -(0- Permit Fee $ Notary $5" Training/Education Fee $ 3" Scanning $ � Radon $ DPBR $ 5 , * ** * *, * * *, * **** * * ** * *** ** * * ** *Fees * * * ** 11ct5O * * * * * * * * * * * * * * * * * * * ** CCF $ Jq' Technology Fee $' Bond $ Code Enforcement $ Double Fee $ * ** CO /CC 1 SO Zoning $ Structural Review. $ Total Fee Now Due $ .2.0 14 .15 See Reverse side -* Bonding Company's Bonding Company's City Mortgage Lender's N Mortgage Lender's A City Application is hereby I commenced prior to, I construction in this j co WELLS, POOLS, FUG 0 OWNER'S AFFIDA1 applicable laws regul "WARNING TO 0 PAYING TWICE CONSULT WI COMMENCEME installation has aws regulating SING, SIGNS, pliance with all 4LT IN YOUR FINANCING, NOTICE OF applicant must d to the person d at the job site sted notice, the Notice to Applicant: promise in good fait whose property is s for the first inspection wt=iacnoaczus s inspection will not be approved and a reinspection ee will be charged Signature The fore oing ins Owner or Agent trument was a know edged befo a 's e day of fore i , 2001, byL i \i 2(0 who ' pe onally known to me or who has produced 09 ©��13 As identification and who did take an o NOTARY PUBLIC: Sign: Print: \Contractor The fore oing instrument` was acknowledged 1, e before me this day of � 200-1, by AleX to who ' pe onally known to me or who has produced t O i%O 1 I 1 as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Sign: Print: My Commission E * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * *, * * * ** APPLICATION APPROVED BY: (Revised 02108/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 %IIV'g� X91 tui � BY: Permit No. Master Permit No. 1C"1---r33 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) CAP: 5Q V� I i C (,e- Owner's Address 40 1i . I 41-41 C .3--5 City ON PM StVUE, State Tenant /Lessee Name Phone # E -MAIL: Phone # 609 -S -- 3(0 2. Zip 33138 Job Address (where the work is being done) 3o N •E. WI' SrvL ; City Miami Shores Village County Miami -Dade Zip 3313E FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Carl Ett. cir ice.,1 se,i'4 I ( Ph Phone # 006) ,(0 — Contractor's Address (086 J ) F'ics.v3o,m+ 'BINA - City utvrs■ State FL Zip 3310 Qualifier Name Carlos He, -n 0,,A 7...d Phone # 046) 9/6— 45 State Certificate or Registration No. Certificate of Competency No. V EOCO3I 0 E -MAIL: i,J tx). Cgr%eleCfiri(a1ServiCR.r. e_OC Architect /Engineer's Name/ (if applicable) Phone # Value of Work For this Permit $ 500t) ae) Square / Linear Footage Of Work: Type of Work: ['Addition Iteration New ❑ Repair /Replace (( ❑ Demolition Describe Work: CL( � q O� catkno 4 v (CV G�t�.� xxx * * * ** * * *** * * * * * *ic*** * * *w * * * *Fees ** * **ww ic*xr. xxxxx x* ** * *ww * *www * * * * xxx * ** Submittal Fee $ Permit Fee $ / }'..J! .e IP CCF $ 5 ` CO /CC Notary $ Training /Education Fee $ C1,,'J1 Technology Fee $ 4.36. Scanning $ 3- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —* 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The fore day of , 20 , by , day of who is personally known to me or who has produced who is a !sonal y known to me or who has produced As identification and who did take an oath. as identifica n a d who did take an oath. Contractor ing instrument was acknowledged before me thisL„ 208 by NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY (Revised 02 /08/06) Sign: Print: My Commission Expires: LUIS FERNANDEZ MY COMMISSION t DD 348468 EXPIRES: November 7, 2008 Romeo Thu Budget Notary Services ******* * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** /O►74.4y5j:* Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 MOTETM3 ia JUL 0 3 20 Permit No. • i8'i Master Permit No1C — 1a3 b Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) C-- A it'C E R W ` yV t,,,` z Phone # �jD 5� r 5g -3(.0 \ L Owner's Address a® N- C 1 4,41 City ie.O: Chore✓) State c- t,Ur ;ID A Zip 3 3134 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 0 N' C. • CI A t,°" Slice e r 2 City Miami Shores Village County Miami -Dade Zip 3 3 13$ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ORAL ReEF PGe)n t&tt(6, -. 'C_ Phone # 30S - .3 fo /- (07 ' g Contractor's Address S9 es- n/w / I0 s� City M t f} .A.,i' State F-1 Zip 3 3 0 Qualifier Name OSc/A -L.i1D - ZT4-)lk't Lei -Or') Phone # )8(p- - (ptas-3 State Certificate or Registration No. CPC - 14 2 (o 0'7/ Certificate of Competency No. E -MAIL: G O P_R-u2. r^ pWM aim' e_be1/snr , n12.1 Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ b7U u o "2":: Square / Linear Footage Of Work: Type of Work: ❑Addition I Alteration EjlNew ❑ Repair /Replace ❑ Demolition Describe Work: A>ecv .AniTivey Lvij ,o.vx,ed_i4 -ea c_ierfrr= AJe .' Gi1S 1,;/‹... i ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * ** * * * * * * * * * * * * * * * * * * * ** * ** Submittal Fee $ Permit Fee $ A)6--°� CCF $ 4- 2,0 CO /CC Notary $ Training /Education Fee $ ' i 4 Technology Fee $ 5 3 Scanning $ b. 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Li I - .i3 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage, llipnder'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: [ 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 absen ; i such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of 'd1/ L y , 200 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature actor Sign: Print: My Commission Expires: My Commission Expires: 2' nq I Ub 1 sr, 4.-- APPLICATION APPROVED B (Revised 02/08/06) /0 d Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. eiVif) OT-)4 , Master Permit No. o'7 13&o BUILDING MGM 1 PERMIT APPLICATIOlit JUG' Mal FBC 2004 B Y: (ii'i✓ Permit Type (circle): Building MINIPPPPIIIIIIIIP 41111PlRIP!!lEN. Roofing Owner's Name (Fee Simple Titleholder) e ,,,i✓�� Phone # ,345 "75g - 340 92 Owner's Address "40 10 •L - `I L C'..Ikg- M. ■ .4.. : S bore FL . City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name oZ AN K. E"( Goo S T Rt4C i t o ►J Co?. Contractor's Address 02-1 (2..1 S. \A-) 3 Y` AV- K ( Phone # . r -kCe10 ?OS' IS - &Co B� City i p i State t L D V\-t Qualifier Name Pc 4--jG 2-AN Er'V State Certificate or Registration No. CR.0 C) 5'4 (2 o. Certificate Zip '6 3 \ ? ct Phone# 305- $ SCe ' CeCcg� of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3 000 Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration ['New ❑ Repair/Replace p Demolition Describe Work: lkev ' o u e- 2zc c Ski q s c__ N/ e eh 4, -cm e ` 5 fait e .e-t) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees***+********* * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** as Submittal Fee $ Permit Fee $ l0U --- Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —� 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 b performed to meet the standards of all laws regulating construction in this jurisdictioff. `I` tI t tand" tfat 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 n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent ontractor The foregoing instrument was acknowledged before me this IDSi The foregoing instrument was acknowledged before me this 10ih day of A1 i l/ , 20 01, by (Qi' /ii' ail'), // , day of JL/ , 2007 , by i4 I C.X Zed- l-)9 e it , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLI RICWAUE 1 SABALLOS PAY COMMISSION k DD 37` ,:,,,,,..r1 EXPIRES December 9 li Sign: _ J �- \ e r y Y v :.— Print: re, civil e J My Commission Expires: Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/05/2007 Inspector: Grande, Claudio Owner: TOTTEN, GREGORY Job Address: 70 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ZANKEY CONSTRUCTION CORP. Permit Type: Demolition COL Inspection Type: Final Work Classification: Building SEP 0 6 2007 Block: Phone Number Parcel Number 1132060130310 Lot: Phone: 305 - 856 -6686 Building Department Comments Tuesday, September 4, 2007 Page 2 of 2 Passed 17/Inspector Comments ✓. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, September 4, 2007 Page 2 of 2 10/05/2007 08:31 FAX 3058566687 Zankey Construction Corp Z002/003 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 0 - 1336 TAX FOLIO NO. 11 204' O13 •°3) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to Carlatn real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. 1. Legal description of roperty and street / address: nem _ t ��'l'"� CFW 200780726203 DR Ltk 25799 Fs 1351; tips; RECORDED 07/23/3007 13 :43 :29 HARVEY RUVIN1 CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE 2. Description of Improvement 3. Owner(s) name and add► : G0 winlica 0 ire 1, fAiAnti sl-WA :Pit_ 33132 Interest in property: Name end address of fee simple titleholder: 4, Contractor's name and address: NK E ..r 'ILL- et o'i &U. 5. Surety: (-Payment bond - • ulred .y ow er contractor, tt arry) Aid —n3ss: Amount of bond $ a. Lenders 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: 5. In addition to himself, Owners designates the following person(s) to receive a copy of the Llanor's Notice as provided In Section 713.13(1)(b), Florida Statutes, Name and Addres: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the data of recording unless a different data Is specified) nature Owner Print Owner's Name ('.A /S r c 2 4-' 414.14".4.,*- Prepared by p X ZAIsi4e1•1 Sworn to and subscilbed before ma this :'':311 day of Jc/% , 20 CO _ Address: 2#z-'i 50 3r c4(� M11 Lei 4, .1J 19 Notary Public, f1( Print Notary's Name: My commission expires: IMCL7-2757, iilt JUL 1 7 200/ BY: •••• • • •••• PA/Jili• I F4A111 •• •• : 4 ••• '-ei**14116.&•• .11 tiWOO12-744,134,4*1- t..464w-nt-145, ? PczyJSTAf3.4*Q4(AA/fr.lel Hrc7 tilregaeirJeT Reftc C2-77) ••• • • ••• • •••• • • • • •••• t-itAlt-h-gSS 4.if101-• i-vritzovvikt2* ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPLIAN WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS I.JF-;kr.-f:1 AS surNinTED u RrivE AND RE1.%'!if Li RI:j7CTED U AS CTED Clorclions or cor7n,,c,rts rrnde on the shop dio\yings cio,Hrig ti contic,otor from com- pliance „vii.:1 the *Swings aod is only for review of g-eheril ,,4,.;ign concept Of the projt •,vith '&1,3 given con responsib e ,ntities .-Jrnenons; seD ocesses Eccnnique il cormi.ructi( his worts ,ii71 • *. , his work si:he end 5a.ttsfi._-,, JORGE A. u-r. LA LL:ndivlA AA LAUNDRY PAN-41=9 CFE460,44.- 6‘,060, ,e_42/L) • • ••• • • • • • £SLANJ.. GA4iE:1,'2' 1,-o„ •••• • • • ▪ • •• •• .. • • ••• • • •• • • • • ••• ISLAND SCALE: 112" = 1%0" • ••• .e ••• 00 0 0 00 0 t � • • • S. • • • ... •••• • • ... • • •• • • s. • • • • • • • • . • •: • • ••ff••• .• .. • • •••. • • •••• ••• 1• r • -,y•.�• • • ••••••••■ • p6L -'T f ( 71 „' t Y 1-1, t *; r,r Cc?/arief. Vr -%ii-S (500 et- czft-tz 7 1.4 T-td? t. 7 6.00-e ” 141^1601 - 4T4 4 e. {^ ^ ' - i ,iji .) ' Pere, t SCALE: 1 /2" = 1 `-0" 31Q'1". 1a Nt -' ,'Nas•-.4,411Dr? qsc, Portz-16,e FATG -- KITCHEN 3_ — , , d 1 �+ {^ ^ ' - i ,iji .) ' Pere, t SCALE: 1 /2" = 1 `-0" 31Q'1". 1a Nt -' ,'Nas•-.4,411Dr? qsc, Portz-16,e FATG -- KITCHEN • 0 •.•••• • S .•• :• . • — / Gti S ••S • • •SSs . a • • - I ______________________ _______ ____________ = -. • - _- -. •• .• S • - •• a ::_ '•• •::• ., ___ ____ __ __ 414 -- __ __ _____ -- --- -------- _____ 7-------- --.---- L I I - -- ; - - -- -- -- - I ivr' 1 4 j 4, 44 -f • • • •• • • • • • • • .• • r ':. ..r,... • PA wT • vcv•Aw • • • • _ . ai jj I+ liWifrmiummit • • • 000 • • 0000 •• •• • • • Anjvsr * crt 4 BO ups cngra (' - ) $Acte-Spi.ayht 2..^ N ICA Amvs stte -✓w, t t 9 +4,17 c wr c tkiiFC4NA e}' remeo1 rc,P P<-is P/�ntC. GGt roP A t r V e R ( r i7 M -t7Jiy mata.5) PANTRY SCALE: 1 /2" = 1%0" �. L -• P f r r - 71_!'x.: on Q 4G :;• :0 ! ! ni !• • • ( • w•,•• ty toy ff••ret$ of ,;6ne: l, •• �itry c:on cr•ir•.fO oroj1-,:' .. 1••• • F • • • `! • 1 1 ? ^�� Crf3 s • • •4•„••$• �.' c '.are is'1JCiY�K e�`'•s •• •� •x "-•'',-1 • •glsl►i VJJYR •• • JOi\c2L A. ._li-. !_.e 6 L.L1> ViA A A ;"S1Zyi.lt'a$ /,;liiSai.1 ir'l: {�..• •••• • •• BUILDING CODE COMPLIANCE Olrr'10E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nekomiis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIA1vII, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 wtiyw.buildlnacodeonline.com • 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 (AHD. 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 AID' (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► she High Velocity Hurricane Zone. • • ?I+�SCRIPTIOIQ: Series IR -710 Aluminum Horizontal Roller Window -LMT ' e•A.PPROS lbeUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", • • sheets 1 thrpygl; 7 of 7, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, • • � p bear$ g Miami Dade County Product Control Approval stamp with the Notice of Acceptance nurpber and•approval: date by the Miami -Dade County Product Control Division. ▪ °:"ABSSILt IMPACT RATING; Large Missile Impact Resistant • "LABELt :'ich unit shall bear a permanent label with the manufacturer's name or logo, city, state and • •following istate•ient: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • NEWAL'of this NOA shall be considered after a renewal application has been filed and there has been a:r.c°hange 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 tli is aerial- sr-usef di to u aetufe of the product or process. Misuse of this NOA as an endorsement I _ H Asoftany. protl1 ct, WI-8E5 ; ;Mvetiitif' olf thy t th`e ,p„urposes shall automatically terminate this NOA. Failure J EC i Lp to comply with s t a a f i s NQA:shallbe "cause for termination and removal of NOA. ADVERTJSEN + T: The NOA number preceded by the words Miami -Dade County, Florida, and , "i or. fTl p �11P v ��'�TeQ &� re Fi�n date tray be 'splayed in advertising literature. If any portion of the NOA is with � r g _9111 l j ` q, daith,1 ;its. entirety., ;1 C'PIQN: r ttppy, of this entire NOA shall be provided to the user by the manufacturer or its d,istrittators?a ahalLbe:ayailableifor ins-pectig4 at the job site at the request of the Building Official. This NOkconsists of t ispage.1 and'evidence page B -1, as well as approval document mentioned above. ; 0.'he +submitted ,docuniantation was rewie Vedby LTaime D. Gascon, P.E. rre -..��, • ='yfli P _ and ticn, C cal", Put ' (s �:� "'%�. .Jor"k [C� • • .rid satin JOR bl E A_A LLAMA ALA AzCHGTECT • /1l is • ZFlt NOA No 06- 0405,06 Expiration Date; December.21, 2011 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 7 of 7, 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 PBC 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 2411 3.2.1, 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, FTL -4858 and 1$'L -4859, 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 • • • • • • • • • •P Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, F.E. • . "•'. • Cbmplies with ASTM E1300-98 and 02 •••• • • la• 0A,b145?' ASSURANCE • • • • • • • 1.....Mlami Dade Building Code Compliance Office (BCCO). •••• • • .. b.: MATERIAL CERTIFICATIONS • • 1. Vice.of :Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont • • • „.:.l5vtacite FVB Interlayer" dated 01/05/06, expiring on 12/11/10. • • • • E'.. • STV ENTS • •••• • 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, F.E. 2. Laboratory compliance letter for Test Report no. FM- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed byEdmundo Largaespada, P.E: ' G. OT.H.b.::R 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 .Jahn D, Gascon, Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 MIAMI -DARE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 • mater ai fails to meet the requirements of the applicable building code. • • This gmlgct is appr ®ved.as described herein, and has been designed to comply with the Florida Building Code, inch?dipialle Mgt •Velo.City Hurricane Zone. • • • DESCRIPTIOIN &aids FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPX•(SV,AL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared bylrndustries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. • • Claf14?.E, bearitig thi Miami -Dade County Product Control Revision stamp with the Notice of Acceptance • • number and expi imiate by the Miami -Dade County Product Control Division. • M1 3'SILE IMPi4T• ATING: Large and Small Missile Impact • • LAI TI 1G: Each Mt shall bear a permanent label with the manufacturer's name or logo, city, state and follbipgestatement: "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 revises NOA # 02- 0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda 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 www.buildingcodeonline.com • • 'SI 00 9CG�` to NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared by POT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w1 sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by • • Gilbert Diamond, P.E. • • • • •••L. • Additional test report on (submitted for hardware & glazing qualification) • • • • • • • • • Ztrasferred from file #02- 0927.13) • • •; • : • • 1) Air Infiltration Test, per PA 202 -94 • 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • 3) Large Missile Impact Test per SFBC, PA201 -94 •••• • • •••• • 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 • • • • • • • • 5) Water Resistance Test, per PA 202 -94. • • 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 • • ••.• • along with marked -up drawings and installation diag am of an aluminum out • • • • • , swiging French door, prepared by Fenestration Testing Laboratory, Inc., Test •••• Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports F1'L -1973 & F1'L -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME- 1300 -02 1 51,,,45 k shaq I. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER • • • • •1. • This NOA revises NOA # 02- 0927.13. • • .... 2. •.E -mail correspondences dated May- September 2006 between PGT and BCCO. ••••113, • Manufacturer's "Quality Operation Procedure ", submitted per meeting summary •' :•(.1a4:1 January 26, 1999 (Note: This series FD -101 door is related to file 98- • •••• • .:0506.02, requiring strict manufacturing quality procedure to be followed.) • • •••• .4. ; litOr related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02. • • • • • • • .. • • . • • • • • • ..•• • E -2 Stiih`j I. 1.14Nd4 Isha4 I. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 www.buildingcodeonline.com 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, prepared by PGT Industries, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the llrttice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • • MISSILE. jTING: Large and Small Missile Impact • • LABRLIDIG: Eaeholnit shall bear a permanent label with the manufacturer's name or logo, city, state and • followingssatemeat: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • RENEWAL of tltA ZW.A shall be considered after a renewal application has been filed and there has been no cha bil ttie applieal le•building code negatively affecting the performance of this product. TERMINATION tf this NOA will occur after the expiration date or if there has been a revision or change in the • matesials1ise, anglPentunufacture of the product or process. Misuse of this NOA as an endorsement of any • • • product, Or sales, Wertising or any other purposes shall automatically terminate this NOA. Failure to comply witli Fly section of II NOA shall be cause for termination and removal of NOA. • • AD BUISEMENTf the NOA number preceded by the words Miami -Dade County, Florida, and followed by • the ecpirgion dai ,, maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be c! e.itfits entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04-0528.06 and 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 Jaime D. Gascon, P.E. • • NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 • • • • • • •••••• • • • • • •. • • • •• • • • ••• •••• • • •••• • •••• • • •••• • • • • •• •• • ••• •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • •••••• • •• • • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OE 3/16" HEAT STRENGTHENED GLASS WITH AN _090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAM/ CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13(16" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3113" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16° LAM/ IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN:) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER: J_ 13116" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/16° LAM! CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAM/ IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1k AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAM/ IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1,$" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) AA. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 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. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASbET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL 9 oURNISH AS SUi,'.11 TEU Cl REVISE AND RESU,BMr-r Li REJECTED in FURNISH AS coRPFI.1-L :J" C- rrect!ons or comments made on the shqr thasfiI„ dU' § +E; ti-1:-, review do not relicvc co,,tr tur 1rer61 O .73- a pNanco with requirerncnts 01 tll° dr rra ^ "01 Specifications. TS,i' ciuC ,.k is ot11y for ny, :i ',v of _.,r cO;lfsrr! 3nr�e vr;i,r t�ho iiesigr, cor^cel.4t of �1, r cO`' /ill ys I# 1"24 } RAO ,4 E1)` [or: coniirminL, n Ht; -rreei::,Lng H°: ; :_n I, i::., aimcr.siorls; se :Ling faL)ric ∎,L- if-I _.,...�as tecnY'lgm-.,,-, of c --u •tructiOn; C!,. :n-; iF4 -oc-.. thaf. of , li otocr trades; anu jV,.riL'rs t.H ilis work sa €,0 Log sat ry rn::; n r. JORGE A. DE ! A LL'',.,:', AlA �// CHTFC i -CODE 2 04 EE?ITIf)N 8. THIS PRODUCT HAS BEEN DESIGNED - &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORID 2004 LUDING T1-&4t VELOCITY HURRICANE ZONE (HVHZ). Rend By: am": Revisions: Rend By: F.K. Rowse( Sy: F.K. Drawn syr F.K Darer 10/17/06 Re iWors: B CHANGE TO ASTM E 9300 -02 Date: 5113106 R"r•toas: A 2128/06 checked or J J. 1070 TEQ1NOLOeY DRIVE NOKOMIS, FL 34275_ INCLUDING NOTES NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS ...............:7 CORNER DETAIL 5 ANCHORAGE 8-11 /4 ADD AIR SPACE DIM. NOTE 9, TECH. REF. NOTE 7 & NOTE 8. n m; 3/23106 P.O. BOX 1524 NOKOMIS, FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sir s s?w°: HR710 NTS 1 11 4127 -10 B Robarl L. Clark. P.E. PE #39712 Structural FURNISH AS SUBMITTED 0 REVISE AND RESUBMIT .0 REJECTED 0 FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this re', ,,, , nt rclie'le contractor from corn- :4 t'le drawings and ,iew of general of the project nation given in is responsible :.;uantities and ocesses and g his work with pliance with specifications conformance and general cor,, the contract dr. for: confirmiri• dimensions; s- techniques of cr that of all other aru purion;il:,g his work in a safe and satisfactory manner. JORGE A. DE LA LLAMA AIA ARCHITECT Date 01 By U #r • • .• • • • • • • •• • •• •• • ••• •••• • • •••• • •••• • • •• •• • • • •• • • • ••• •••• • • •••• • •• • • • • • • • •. • •• •• • • •••• • • •••• •••••• • • •• • • • • • 1/2" NOM. GLASS BITE 4 (0,61,6 112" NOM. GLASS BITE 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/1 6" LAMINATED GLASS <i] EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS. .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8° AIR SPACE 1/8" OR 3116' ANNEALED (MIN.) GLASS 13/16' NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI 3116° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT_ PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI 1G GLASS W/ 7/16" LAMI Approved as eotec@1ytng with Ore Rarsti sy: Revsd Hy FK•. Revsd By. FIG Draws ey. FK Oster 10/17/06 Revisions: • B NO CHANGE THIS SHEET Data: 5/13/06 dons: A ADO AIF? SPACE DIM. TO LAMI IG DETAILS Date.. 2128 Checked ey. J.J.' Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Drsosipttam GLAZING DETAILS rare: ALUIVJ! HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SeriseMate IIR710 Full 2 or 11 arewhg,Va 4127 -10 rrei: /0/:/t; Robert L. Clark. P.E. PE #39712 Structural (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE WINDOW WIDTH 84" 96" 106 3/8" GLASS TYPE A,B,G,H A, B, G, H A,B,G,H WINDOW HEIGHT 108" 111 " UP TO 111" UP TO 111" A,B,G,H A,B,G,H G,I D, E,F,J,K,L 26" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36" 38 318" 48" 60 5/8 " 64" 60" +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 -60.0 -55.5 +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 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -60.0 -60.0 -59.5 +55.5 +55.0 +54.0 -55.0 -54.0 63" +60.0 -60.0 +56.0 -56.0 +52.1 -52.1 +51.7 +50.9 +60.0 +75.0 -51.7 -50.9 -60.0 -75.0 VOX 1/3,113,113) DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 1 26" 36" 38 3/8" 48" 50 518" 54 "" 60" 63" TO 86 7/16" A,B,C,G,H,I +60.0 -60.0 TO 86 7/16" D, E, F, .1, K, L +75.0 -75.0 att AND 25.0 DESIGN PRESSURES TABLE 3. WINDOW GLASS WIDTH TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54„ 60" 63" 60" 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. +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 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 C, I +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 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 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -74.70 -75.00 - 70.10 +70.0 +75.0 +65.0 -70.00 - 75.00 -65.00 G, I +75.0 -75.00 +75.0 -75.00 75.0 -75.00 +75.0 -75.00 +75.0 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 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 -75.00, +68.6 -68.60 ±63.5 - 63.50 C, I +75.0 -75.001 +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" I.D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FM-4859 (OX & XO) A. 5116" LAMP - (1/8" A, .090,1/8" A) B. 5116" LAM) - (118" A, .090,118" HS) C. 5/16" LAMI- (118" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3116" A) E. 7/16" LAMI- (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG- 118" OR 3116 "A, 5/16" OR 318" AIR SPACE, 5/16" LAM) - (118 "A, .090,1/8 "A) H. 13/16" LAME IG -1/8" OR 3/16 "A, 5116" OR 3/8" AIR SPACE, 5116" LAM) - (1/8 "A, .090,118 "HS) P. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 318" AIR SPACE, 5/16" LAMI - (118 "HS, .090,118 "HS) J. 13/16" LAMI Its -1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16 "HS) b"e: Revsd Br. F.K. awe• 10/17/06 Ravisiorst B REVISE DP TABLES TOASTM E 1300 -02 Raved By F.K Drawn By F.K. Data: 5/13/06 Data 2128106 Rem A Checked By. J.J. ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Date- 3123106 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Berner DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT smtoaa,: HR710 snee 3 or 11 .0no'xg No. 4127 -10 H vel a 4b Robert L. Clark. P.E. PE #39712 Structural •• •• • • • ••• • • • • • • • • •••• • • • • •••. • • • • • • • • •..• •• •• • • • • •... • • • •.... • • • • . • • •.•• • •••••• • • •••• • •. • • • ••• •••• • • ••.• • • •. • • • • • 251/8" MAX. DLO --4- VENT • 49 3/4° MAX DLO FIXED RevadDy: Dam: ae sasy: F.K. 10/17/06 Ra sd Sy: Dare: F.K. 5/13106 D:awnar pare F.1( 2128/06 111" MAX. WIDTH DETAIL B - XOX (1/4 -1/2 -114) 33 9116" MAX. DLO FIXED 33 9/16" MAX. DLO VENT 57318" MAX. DLO ALL FIXED LITES I/ 7x 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. C q 74" MAX. WIDTI I DETAIL A - OX OR XO 25118" MAX. DLO VENT 251/8" -•-- MAX. DLO FIXED 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3 -1/3 -113) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revis A Checked ay. J.J. NO CHANGE THIS SHEET crate: 3/23X76 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better N13710 4127 -10 B Robert L. Clark, P E. PE #39712 Structural •• • • • ••• • • • • • • • •••• • • • • •••• • • • • • • • • • • •••• • • •••• •• •• • • • • ••• • • • • • • •••• • • • • •• • •• • • ••• • •• • • • • •••• • • • • •••• INTERIOR MAX. FIXED DLO MAX. WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) MAX. VENT DLO MAX. HEIGHT EXTERIOR OPTIONAL INTERIOR MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH SECTION C -C (VERTICAL SECTION) INTERIOR • EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX) SEALANT OR GASKET AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) Revert By. DMe ROVISIONIC Raved 8y F.K. Date: .10117106 Revisioacc NO CHANGE THIS SHEET Rend By: F.K. care: 5/13/06 Rav(SiOW A NO CHANGE THIS SHEET Orawn By: F.K. Date: 2128/06 Checked 8y: J.J. Data: 3/23/06 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1379 NOKOMIS. FL 34274 Visibly Bitter 0 SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sir HR71O ScalsX Half 5 ar 11 Draft, so 4127-10 new: B Robert L Clark, P.E. PE #339712 Structural •• • • • ••• •••••• •••• • •••. • • •••• • • • • •• • • •.• •.•. • • •••. • • • •. • • • •. • •• •• • • •••. • • •••• • • • • • • • • • ITIlVI DWG# REV DESCRIPTION MAT' L PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 A L 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 12 1626 WEEP HOLE COVER POLYPROP. ADHESIVE OPEN CET I, FOAM PAD 71298 13 4002 A ' FLANGE FRA ME JAMB 6063 -T6 AL 7PAD1626 612225 14 4134 GA SKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155. #8X 1.000QUADPN. SMS 781 PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIB MEETING RAEL 6063HD -T6 AL 64054A 19 4066 WSTP.,..187 X 230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 A L 612240 22 1683 WSTP.,.250 X 270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSI%ING& GUIDE 42112HD 24 226' BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP (VIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRA1L 60 63HS T6 AL 64006 33 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X _PPS PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W Si P.,.250 X 270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187X 275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 53 1225 4039. VINYL GLAZING BEAD BULB (THIN) 6TP2448K B GAZINGBEAD - 5/16" 6063 -T5 AL 64039E 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GILL KIT 6063 -T5 AL 6985 59 4067 GIAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS 5/16" L.AMI (1/8" A, .090 PVB, 1/8" A) 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 5/16" LAME (1/8" HS, .090 PVB, 1/8" HS) 63 } 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAM! (3/16" A7.090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" I-IS) 66 I3 /16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8 "A) 67 13/16" LAM! IG- 1 /8 "A, 3/8" A IR SPACE, 5/16" LAM! (1/8"A, .090 PVB, I /8 "HS) Aitia ,vaa It, may: Ontae be cxra: R.vsd by. F,K Rimed 8y F.1( Dramrt sr.- F.K Data 10117106 Dat•. 5/13/08 bate: 2128106 Revisbrrs. B NO CHANGE THIS SHEET Revision= A Checked ay J.J. ADD SPACE DIMENSIONS ITEMS 66 THRU 77 Mee: 3123106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better Dew PARTS LIST Tie: ALUM. HORIZONTAL ROLLER WINDOW IMPACT SerleNMeee: HR710 Scales NTS 6 of 11 4127 -10 B` • Robert L Clark. P.E. PE #39712 • Structural DWG# DESCRIPTION j MA7�L I PGI# 68 GLASS, 13/16" LAM1 IC)-1/8"A, 3/8" AIRSPACE, 5116" LAM! (1 /8 "HS, .090 PVB, 118 "HS) 69 13/16" LAM! IG- 3 /16 "A, 5/16" AIR SPACE, 5116" LAMI (1 /8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAMI 1G-3/16"A, 5/16" AIR SPACE, 5/16" LA MI (1/8"A, .090 PVB, 1/8"HS) 71 " 13/16" LA.M! 1G- 3/16 "A, 5 /16" AIR SPACE, 5/16" LAW .(1 /8 "HS, .090 PVB, 1 /8 "1.1S) 72 13/16" LAME 1G-1 /8 "A, 114" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAM! IG- 1/8 "A, 114" AIR SPACE, 7/16" LAM! (3/16 "A, .090 PVB, 3/16" HS) 74 _ " 13/16" LAME IGF- 1 /8 "A,1/4" AIR SPACE, 7/16" LAM! (3/16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAME IG- 3 /16 "A, 3/16" AIR SPACE, 7/16" LAM! (3/16"A, .090 PVB, 3/16 "A) 76 13/16" LAME IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAME IG- 3/16"A, 3/16" AIRSPACE , 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY 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. HA RD EM PVC 96 SCREEN CLOTH Aitia ,vaa It, may: Ontae be cxra: R.vsd by. F,K Rimed 8y F.1( Dramrt sr.- F.K Data 10117106 Dat•. 5/13/08 bate: 2128106 Revisbrrs. B NO CHANGE THIS SHEET Revision= A Checked ay J.J. ADD SPACE DIMENSIONS ITEMS 66 THRU 77 Mee: 3123106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better Dew PARTS LIST Tie: ALUM. HORIZONTAL ROLLER WINDOW IMPACT SerleNMeee: HR710 Scales NTS 6 of 11 4127 -10 B` • Robert L Clark. P.E. PE #39712 • Structural .. .. • .. • S... • • S... • S... • • .... • • • • • S. • • • • • • • .. • .. .. • • ...• • .... • • • .. • • • • • FLANGE FRAME HEAD #4102A, 6063 -T6 .490 1+ It SASH STOP #4025, 6063 -T5 .062 i 4-1H 1.1j83 1.349 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 _050 1.098 ! 4 .678 "11 GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED VW GRILL KIT) Rend or vex: Rets+By Rata F.K. .. - _ 10/17/C6 R •vsesr: Dare: f.K. 5/13106 Dam By Pate: F.K. 2/28/06 1.122 ! • 2.710 FLANGE FRAME SILL #4136, 6063-T6 HORIZ. ROLLER TRACK #4131, 6063 -T6 2279 .062 1.187 1.081 SASH MTG. RAIL #40060, 6063HS -T6 .050 .678 1.096 I- w GLAZING BEAD 7/16" #4929A, 6063-T5 1187 .062 I I 3.090 FRAME SILL ADAPTER #4137, 6063-T6 FIXED MEETING RAIL #4054B, 6063HD-T6 2.326 .062 1291-} -1 SASH SIDE RAIL #4126, 6063 T5 1.349 .050 —•- 111..678 1.115 1 - ! I GLAZING BEAD, 7116" #985C, 6063 -T5 (USED W/ GRILL KIT) 1-41-1 .513-4-1 .040 1-4-1.443-44 SASH STOP COVER #4053, 6063 -T5 .738 f 1.363 .678 1.096 k J GLAZING BEAD, 5/16" ##40396, 6063 -T5 F--- -2.784 I FLANGE FRAME JAMB #4002A, 6063 -T6 .062 .683 .050 I� - - 1 1.097 GLAZING BEAD, 13116" #4067, 6063 -T5 Reristoes• R avhioas: A Ctrextked Br ,I J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3123106 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better tom* EXTRUSIONS rmrg ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sersgat 0 Seam Shore &wor qNo. Rav: HR 10 Half 7 ° 11 4127 -10 A Neride Robert L. Clark, P.E. PE 039712 Structural •• • • • • • ••• • •• • • • • • 0000 • • • • .00. • •• • • • 0000 •• •• • • • • ... .. • •00• • • • • • • • • . .. •. • ..• ••.• • • •... • • 0..• • •• • • • • • ANCHOR QUANTITIES, XOX (114- 1 /2- 114) WIND OWS TABLE 4 NOTES: 1. ANCHOR TYPES: $ 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 6/16" LAMI - (1/8" A,.090, 118" A) ; B. 5/16" LAMI - (1/8" A,.090,118" HS) C. 5/16" LAMI - (1/8" HS,.090, Wu HS) D. 7/16" LAMI - (3/16" A,:O90, 3/16"A) E. 7/16" LAMI - (3/16" A,.OSO, 3116" HS) F. 7116" LAMI - (3/16" HS,.090, 3116" HS) . -G. 13/16" LAMI IG - 1!8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) L-E_ 13/16" LAMI IG -118" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8 "A,.090,1/8" HS) I. 13/16" LAME IG - 1/8" OR 3116" A, 5116" OR 3/8" SPACE, 5116" LAME - (1/8" HS,.090, 1l8" HS) J. 13116" LAM IG -1/8" OR 3116" A, 3115" OR 114" SPACE, 7/16" LAMI - (3/16" A,_090, 3/16" A) K. 13/16" LAMI IG - 118" OR 3/16' A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS) L 13/16" LAMI IG -1f8" OR 3/16" A, 3116" OR 114" SPACE, 7/163 LAN- (3/16" HS,_090, 3/16" 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: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314" MAX. FRO RS. JAMBS: 9" MAX. FROM COO CORNERS AND 22112" IWAX. O.C. TABLE KEY: )-I X GLASS TYPE A,B,C,G,H,i D.E,F,J.K,L ANCHOR TYPE 2,3, WOOD Z CONC t CONC 2,3, WOOD Z CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL to g HEAD &.SILL m R HEAD & SILL U) T HEAD & SILL to g HEAD & SILL cn 0° d HEAD & SILL U) g ¢ -' 53.125 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1, 2 1 +02 +1 +C2 +1 2 48.000 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 +C2 +1 +C2 +1 3 50.625 1+C2 +1 +C2 +1 3 1+C2 +14-02 +1 3 1+:02 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 54.000 14-C2+1+C2+1 3 1 +C2 +1 +132 +1 3 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1. 3 1 +C2+1 +C2 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 60.000x 38.375 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1+C2 +1 1 +C2 +1 +C2 +1 2 1+02 +1 +02 +1 2 1 +02 +2 +02 +1 2 48.000 1 +C2 +1 +02+1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 1 +02+1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +C2+2 +C2+1 3 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +02-+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2 +2+C2 +1 3 60.000 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +2 +03 +1 3 63.000 1 +C2 +1 +G2 +1 3 1+02 +1+02 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +C2 +1 1 +02+1 +02 +1 3 1 +03 +2+03 +1 3 74.000x 38.375 1 +02+2 +C2 +1 2 1+C2+i +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 1 +C2 +2 +C2+1 2 1 +C2 +2 +C2 +1 2 11+(3+4 +C3 +1=`. 3 QUANTITY PER JAMB . 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +2+02+1 3 1 +C2 +2 +C2 +1 1 +C +2 +C2+1 3 1 +C:2 +2102 +1 3 ANCHOR HEAD AND SILL HOR QUANTITY. 50.625 1 +C2 +2 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +2 +C2+1 1 +CZ +2 +C2 +1. 1 +C2 +2+C2 +1 3 1 +C2 +2+C2+1 3 54.000 1 +C2 +2 +C2 +1 3 14-C2 +1+C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +CL +2+C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (INC) 3 ANCHORS CF_NTER® AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 60.000 1 +C2 +2 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2 +1 1 +C2 +2 +C2 +1 3 1 +C3 +2+03+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 +C.3 +1 1 +C2 +2 +02+1 3 1 +C3 +2 +C3 +1 3 84.000x 38.375 1+C2 +2 +02+1 2 1 +C2 +2 +C2 +1 2.1 +C2 +2 +C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 48.000 1 +C2 +2 +C 2 +1 3 1 +C2+2 +C2 +.1 3 1+C2+-2 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2+C2 ±1 3 1 +C2+2+02 +1 3 50.625 1 +C2 +2+C2 +1 3 1 a- C2+2 +C2 +1 3 1 +C2 +2 +C2+1 3 1+C2 +2+C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2+ 1 3 54.000 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2+02 +1 3 1 +02 +2+02 +1 3 1 +02 +2+02 +1 3 1+03+2+03 +1 3 25 314' max --.-{ j- -*--3" MIN. Ap�soveca a� +i B" : la" min : ►e[!rgr '' iY � 4 ="""" 60.0 1 +C2+2 +C2 +1 3 1+02+2+02+1 3 1 +C2 +2 +02+1 3 1+03 +2+03 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +2 +03 +1 3 9" REF' � X � ! I a 1 111 O 1 X ,[ , 63.000 1+02 +2 +C2Y1 3 1 +02+2 +C2 +1 3 1 +C3 +2 +03 +1 3 1 +C3 +2 +C3 +1 3 1 +a +2 +C� +1 3 1 +C3�2 +C3 +1 3 106.375x 38.375 48.000 1 +C2 +2 +Q +1 1 +C2 +3+02 +1 2 3 1 +C2 +2+(2+1 1 +C2+2 +C2 +1 2 3 1 +C2 +3 }C2 +1 2 1 +C3+3+C3 +1 3 1 +C2 +3+C2 +1 1 +C3 +3 +C3 +1 2 3 1+C2 +3 +C:2 +1 1+C2 +3+C2 +1 2 3 1 +C2+3+C2+1 1 +03+4 +03 +1 2 3 "' --- .._.- MTG. RAIL, EXAMPLE TYP. 50.626 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3 +1 3 1 +C2 +3+C2 +1 3 1 +C3+4+C3 +1 3 CLUSTER WI QTY. OF (3) ANCHORS 54.000 1 +C3 +3 +C 3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 •3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4+04 +1 3 (SHOWN IN TABLE KEY ABOVE) 60.(700 1+133+3+C3+1 3 + + 1 02+2 02+1 3 1+04+3+C4+1 3 + + + + 1 C4 3 C4 1 3 + + 1 +02 3+02 1 3 + + + + 1 G4 4 C4 1 3 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 3 1 +C3+3+C3 +1, 3 1 +C4 +4 +C4 +1 3 25 3/4" MAX_ "" 111.000 x 38.375 1 +C2 +3 +C2 +1 2 1 +C2+2 +C2+1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1- +C2+3 +C2 +1 2 1 +C2 +4 +C2 +1 2 ---11- I 1 1!2 T1'P L-•--3" MIN. 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1+C2 +34 C2 +1 3 14-C34-44-C3+1 3 1 1 a 1 1 t t 1 is cr .�,y.► :'oberE L. Clark. P.E. PE #39712 Structural 9" REF. ( b X i O X 50.625 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+02 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 11 54.000 1 +C3 +3+C3+1 3 1+C2+2+C2+1 3 1 +03+3 +C3 +1. 3 1 +03+3+03 +1 3 1 +02 +3 +02 +1 3 1 +04 +4 +C4 +1 3 f __ -} __ !-- --„,.__ ,`"- 60.000 1 +C3+3+C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3+02 +1 3 1 +04 +4 +04 +1 3 MTG. RAIL, TYP. A 63.000 1 +03+3+03 +1 3 1 +02 +2 +02 +1 3 1 +C4 +3 +04 +1 3 1 +C4 +3 +C4 +1 3 1 +03 +3+03 +1 3 1 +05+4 +C5 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS POW ay: Die: Revisions: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Dec m,: ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Raved By: P.K. 10117106 Revision": 8 REVISE ANCHORAGE FORMAT. HEAD& SILL CLUSTERS rem ALUM! HORIZONTAL ROLLER WINDOW, IMPACT Rave F K. Da 5!13/06 ROvisform A ADD SPACE DIMENSIONS GLASS TYPES Ci THAI./ L. Visibly Better �t IIR7W seaar NTS sit 8 d 11 Drerr?"e tto. xer. 412T- -111 B Dmw" Br F.K. Dater 2/28/D+6 Chechod 8y. J.J. Date: 3123!06 • • • • • .• • • • • • • • •• •• •• • ••• ••.• • • .••• • • • • •• • • • •.• ••.• • • •••• • •Y • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • ANCHOR QUANTITIES, X OX (113 -113- 113) WINDOWS TABLE 5 GLASS TYPE) ANCHOR TYPE & SUBSTRATE A,B,G,H C,D,E,F,I..1,K, I 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H co HEAD & SILL ¢ cog HEAD & SILL HEAD & SILL co 2 HEAD & SILL U) m U) HEAD & SILL r3 HEAD & SILL M 48.000 x 38.375 48.000 50.625 54.000 60.E 63.{00 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 2 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1flc 1 +02 +1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 1 +C2 +1 +C2 +1 1+C2 +1 +02 +1 3 1+02+ +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 3 1 +62 +1 +C2 +1 53.125 x 38.375 48.000 50.6266 54.000 60.000 63.000 1+C2 +1 +C2 +1 2 1 +02 +1+C2 +1 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 1+C2 +1 +C2 +1 3 1 +02 +1 +02 +1 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 60.000 x 38.375 48.000 50.625 54.000 60 000 63.000 66.000 x 38.375 48.000 50.625 54.E 60.000 63.000 1 +C2+1+02+1 2 1 +C2+1+G2 +1 1 +02 +1 +02+1 3 1 +C2+1+C2 +1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 1 +C2 +1 ±C2 +1 3 1 +C2+1 +C2 +1 1 +C2 +.1 +C2 +1 3 1 +02+1 +02 +1 1+C2 +1 +C2 +1 3 1 +C2+1 +02 +1 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +C2 +1 1 +C2 +1 +0241 2 1+C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2+1 3 i +C2+1 +C2 +i'3 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+02 +1 +02+1 2 1 +C2 +1+C2 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 84.000 x 38.375 1 +02 +1 +02+1 48,003 1+02+1+024-1 50.625 1 +02 +1 +02 +1 54.000 1 +02 +1 +02 +1 60.000 1 +C2 +1 +C2 +1 63.000 1 +C3 +1+C3 +1 2 1 +02 +1 +02 +1 3 1+C24-1+ C2+1 3 1 +02 +1 +02+1 3 1 +C2 +1+C2+ 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 86.437 x 38.375 1+C2 +1 +02+1 48.000 1 +C2 +1 +C2 +1 50.625 1 +C2+ 1 +C2 +1 54.000 1+ C2 +1 +C2 +1 60.000 1+02 +1 +C2 +1 63.000 1 +C3 +1+C3 +1 2 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2t1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C3 +1 +C3+1 1 +C2+1 +C2 +i 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1i -C2 +1 1 +02 +1+02 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +{2 +1 3 1+C2 +1 +C2 +1 2 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 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +i +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+ 1 +C2+1 3 1+02 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 1+02 +1+C2 +1 2 1+C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +03 +1+C3+1 3 1+C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1 +03 +1 +C3+1 3 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +{2 +1 3 1 +C3+1 +C3 +1 3 1+C3 +1 +C3 +1 3 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1+C3 +1 3 1 +C2 +1 +02 +1 2 1+C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1: 3 1 +02 +1+C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +E2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2+1 3 1+C2 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +C3+1+C3 +1 3 1 +02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 +C2 +1 +C2 +1:3 1 +03 +1 +C3+1 3 1 +02 +-1 +C2+1 3 1 +C3 +1 +C3 +1 3 1+C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1+C2+ +C2+1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1I 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 13 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1I 3 1+C24 :1+C2+1 2 1 +C2 +1 +C2 +1I'2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +13 1 +C3 +1 +C3 +113 1 +C2+1 +C2 +1 3 1+03+1 +C3+1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +C3 +1i 3 3 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +03 +1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 3 1+03 +1 +03 +1 3 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1 3 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118" A,.090, 1/8" A) B. 5/16" LAMI - (118a A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7116" LAMI - (3/16° A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7116" LAMI - (3/16" HS,.090, 3/16 HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5I16" OR 3/8" SPACE, 5/16" LAMI - (1I8" A,.090, 118" A) H. 13/16° LAM! IG -1/8" OR 3/18" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8 "A,.090,118" HS) I. 13116" LAMI IG - 1/8" OR 3/16"A, 5/16" OR 3/8° SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" A,.090, 3/16" A) K. 13/16" LAMI IG -1/8° OR 3116" A, 3/16a OR 1/4" SPACE, 7116" LAMI - (3116" A,.090, 3116" HS) L 13/16" LAMI IG - 118" OR 3/16" A, 3116" OR 1l4" SPACE, 7116" LAMI - (3/16" HS,.090, 3116" 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: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: x O x E1+C3 +1 +C3 +1 ! 3 I ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) MTG. RAIL TYP.- EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. MTG. RAIL, TYP J EXAMPLE CLUSTER WI QTY_ OF (4) ANCHORS 25 3/4" MAX. 1 112" TYP. 1-4 --3" MIN. Approved as frossPOiag wid t ii Fie M1 .-Z 2 %. t _ 1400 .A iLt�.1:IC NMI Rev*" 8r Dam: Revstora. Reusd 8y: F.K. 10/17/06 Rer,siaas: B REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS Rev*, By: Fit ara".7 By • F.K. Vale: Rev:sians: 5113/06 A ADD SPACE DIMENSIONS GLASS TYPES G THRLI L. Date: Crea�v $y' Date: 2128/05 J.J. 3/23/05 1070 TECHNOLOGY DRIVE. NOKOMIS, FL 34275 P.O. 60X 1629 NOKOMIS, FL 34274 a ANCHORAGE SPACING, XOX (1/3- 113 -113). tar ALUM. HORIZONTAL ROLLER WINDOW 'IMPACT Visibby Better HR710 NTS Sleet 9 a 11 4127 -70 B Robert L. Gialtc. P.E. PE #39712 Structural •• • • • •Y• •••• • •••• • •••• • • •••• • • • • •• • • • ••• ..•. • • .••. • •• •' • • • • • • • • • •• •• • • ••.• • ■••• • • •• • • • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CON[ 2,3, WOOD 2, CONC 1, CON[ ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H co to co d D) co 2 Q Q w co _Q a) m d 0 - Ul ww = 05 4 10 Q 37_000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +02+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +03 +1 3 1+03+1 3 1 +02 +1 3 1 +03 +1 3 +03 +1 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +03 +1 3 53.125 x 38.375 1 +02 +1 2 1 +02 +1 2 1 +02 +1 . 2 1+02 +1 48.000. 1+02+1 3 1+02+1 3 1 +C3 +1 3 1+02+1 50.625 1+02+1 3 1+02+1 3 1 +03 +1 3 1+02+ 54.000 1 +C3+1 3 1 +02 +1 3 1 +03 +1 3 1 +03+1 2 1 +C2 +1 2 1 +C2 +1 2 3 1 +C2 +1 3 1 +C3+1 3 3 1 +C2 +1 3 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 3 60.000 1 +03+1 3 1 +02 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C3 +1 3 63.000 1 +03+1 3 1 +03 +1 3 1 +03 +1 3 1 +03 +1 3 1 +03 +1 3 1 +03 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 2 +G2 +2 2 1 +02 +1 2 1 +C2 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +02 +1 3 1+02 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +03+1 3 1 +03 +1 3 2 +04 +2 3 1 +03 +1 1 +03 +1 3 1 +03 +1 3 2 +04 +2 3 1+03+1 2 +C2 +2 2 1 +02 +1 2 2 +02 +2 2 2 +02 +2 2 +04 +2 3 2+04+2 3 2 +02 +2 2 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRE I E-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118' A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8 HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16' LAMI- (3116° A,.090, 3/16" A) E. 7/16" LAMI - (3116" A..090. 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5116" OR 318" SPACE, 5116" LAMI H. 13/16" LAMI IG -1/TOR 3/16" A, 5116" OR 318" SPACE, 5/16" LAMI 1. 13/16" LAM! IG - 1/8" OR 3/16" A, 5f16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3116" A, 3116" OR 114" SPACE, 7/16" LAMI - K. 13/16" LAMI 1G -118" OR 3/16" A, 3/16" OR 114" SPACE, 7116" LAMI L. 13/16" LAMI 1G -1J8" OR 3118" A, 3116" OR 114" SPACE, 711611 LAM - (118" A,.090, 1/8" A) - (118" A,.090, 1/8" HS) (1!8" HS,.090, 1/8" HS) (3(16" A,.090, 3/16" A) - (3/16" A,.090, 3!16" HS) - (3f16" HS,.090, 3/16" 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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221(2" MAX. O.C. TABLE KEY: O A X 12+C3 +21 3 9" REF. ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR.QUANTITmES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND AXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) r•-•-1-18 314" MAX --*-•i }-0--3" MIN. 2 +02 +2 3 1 +02 +1 3 2 +03 +2 3 2 +02 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +03 +2 3 1 +C2 +1 .3 2 +03 +2 3 2 +03 +2 3 1 +02 +1 3 2 +03 +2 3 2 +03 +2 3 1 +02 +1 3 2 +03 +2 3 2 +03 +2 3 1 +02 +1 3 2 +03 +2 3 2 +03+2 3 1 +03 +1 3 2 +04 +2 3 2 +03 +2 3 1 +03 +1 3 2 +04 +2 3 1 +03 +1 3 1 +03 +1. 3 2 +04 +2 3 2 +C3 +2 3 1+03+1 3 2 +04 +2 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Revue 8y: este: 2 +02 +2 2 2 +02 +2 2 2 +02 +2 2 2+02+2 2 2+02+2 2 2 +02 +2 2 2 +03 +2 3 2 +C2 +2 3 2 +03 +2 3 2 +C3+2 3 2 +02 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +02 2 2 +C3 +2 3 2 +03 +2 3 2 +C3 +2 L 3 3 2 +C3 +2 3 2 +03 +2 3 2 +02 +2 3 2 +03 +2 3 2 +03 +2 3 2 +03 +2 3 2 +03 +2 3 2 +C3+2 3 1 +03 +1 3 2 +C4 +2 3 2 +03 +2 3 2 +C3 +2 3 2+04+2 3 2 +03 +2 3 1 +03 +1 3 :2 +C4 +2 3 2 +C4 +2 4 2 +03 +2 hex. FIG Revsd By F.K. Mg= 10/17/06 Favk : B REVISE ANCHORAGE FORMAT, BEAD & SILL CLUSTERS Dew 5/13/06 [%awn By: F.K. tom: 2/28106 Re A ADD SPACE DIMENSIONS TO GLASS TYPES 6 THRU L. Checked By( vale: J.J. 3/23/06 3 2 +C4 +2 3 1070 TECHNOLOGY DRIVE NOKOMIS. Ft. 34275 P.O. BOX 1529 NOKOtd1S. FL 34274 MTG. RAIL EXAMPLE CLUSTER WI QTY. OF {3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. f MTG. RAIL A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 18 314" MAX. «--1 112" TYP. MIN. 0 ANCHORAGE SPACING, OX AND XO WINDOWS r.,• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 NTS 10 or 11 Drawing 4127 -10 B Ariorristionerzes asteipp+Y ramixopo Clartort AFL - 76- art L. Ctark, P.P. PE 169712 Structural • • • • • • • • • • • • • •,f • • •• • • • ••• •••• • • •••• • •••• • • •••• • • • •• • • • ••• •.•• • • •••• • •• • • • • • • • • • • •• •• • • •.•• • • •••• • • •• • • • •• • 3KSI CONC. 1x WOOD BUC (SEE NOTE 3) 3KSI CONC. O CONCRETE ANCHOR WI #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A .a 4 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1 3/8 MIN. TYPICAL HEAD SECTIONS EXTERIOR INTERIOR E> (HEAD & SILL DETAILS) A CONCRETE ANCHOR WI #12 HEAD (SEE OTE 1 THIS SHT, AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX • 4_ 1 3/8 MIN. r e • DETAIL ..0 2x WOOD BU (SEE NOTE 3) DETAIL B 114" MAX SHIM NOTES: 1• FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY /B\ APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM_ IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED_ 5. 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 2005). 1/4" MAX SHIM �) , 1 318 ° MIN. A , As WOOD ANCHOR WI #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SI-IT. AND NOTE 3 SHTS. 8-10) A :4 • s a•.e°. • 4 DETAIL D TYPICAL SILL SECTIONS 1/4" MAX• 1 3/8I MIN. . • 1 CONCRt I L ANCHOR WI #12 HEAD (SE NOTE 1 THIS SITE AND NOTE 3 SHTS. 8-10) DETAIL E 2x WOOD BUCK _(SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR AS. °' 1 1/4° MIN. (1.5KSI CMU) OR : 13/8" MIN. (3KSI CONCRETE). lx WOOD BUCK (SEE NOTE 3) DETAIL F TYPICAL JAMB SECTIONS 1� - Revv0 8y: Revkians: Revsd Sy: F.IL: b: 1W1IX16 Revbtn°0 REVISE EDGEDIST. , EMBEDMENT& SHT. REFERENCES Raysd 8y. F.K. Dare: 5113106 A ADD NOTE 5_ Davin 8y F.K. Mee: 2128106 Chocked By. J.J. Dare. 3123106 070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P O BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS rya: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Scats: Half 11 ar 11 +tea 4127-10 B Robert L. Clark. P.E. PE #39712 Structural PERM T Miami Shores Village APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •• .. • ••• • • • • •• • • •••• • • • • • • •••• • • • • • • • •• •• •••• • • • • • ••• • • •••• • • • •••• • • • • • • • • •• • •• •• • • • • • • • 1555 • • • • • •••• 9 at • • • • • ••••-•• • • • • OXXO 36 1/8" MAX /1 .3 /4 MAX. 33 3/8" 25" MAX 25" MAX. 36 1/8" MAX 33 3/8" t` MAX DLO t` I I I ! OLttO I DLO 11 {{ MAX. DLO 1 13 it /4" HINGE LOC. TYP. ' ..N I f I I I 85" 1/8" MAX • - ! . • • • e • • • • • • • • • ACTIVE `' 1 II ' INACTIVE i I / i / / / / DEAD —BOLT ITEM 32 \ 1 \ 1 1 1 0 .III C I ; \. SLIDE BOLT ITEM 21 \, (INACTIVE) TROP & BOT. t, 2 POINT LOCK OPTION ITEM 41 i / / f I DLO IX • •• • • • (ACTIVE) / / /' / CENTEI HINGE TYs 13 1/4" HINGE LOC. I T'"P •• • _ --- , — _ I • • • • • • • •• •• • ••• •••• • • •••• •••• • • •• • • • • • LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NOS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPUED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8.) CONFIGURATIONS: OXXO, OXO, OX, X0, XX, ?S, AND O ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER` A DETAILS A, B, E & F, SHI± 13) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONF7GURATIONS 95" MAX. 0 X 0 21" MAX. O.C. CONCRETE 13 1/2" MAX. O.C. WOOD TYPICAL ALL CONF7G. ,QXXO & OX0 6» MAX. DOOR - S1DELITE INTERSECTION (NOTE 6 & CLUSILK DETAILS C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS Robe L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd By: F K. Dote: 7/15/06 Date: 9/22/06 Revisions:E ADD CONF7G. REVISE ANCHORAGE Revisions: F ADD F7L -2612 & MISC. MARKED CHANGES Drawn By: D.B. Date: 7/12/99 tinaintitif MIMED ea ebb liefterktat thaegwase x.0l -61)07• a7� Deft ppr31 XI 2002? Dealt Wake Description: ELEVATIONS OXXO & OXO 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES . Series /Model: Scale: Sheet: Drawing No. Rev: F1J -101 NTS 1 of 9 972 F • • • • •••• IS • .• 1• • • • • • • • •• XX 71 3/4" MAX. 25" MAX. DLO 25" MAX. DLO ACTIVE / / INACTIVE SLIDE BOLT ITEM 21 (INACTIVE) TOP & HOT. 85 1/8" MAX. DLO TYP. DEAD —BOLT ITEM 32 2 POINT LOCK OPTION ITEM 41 (ACTIVE) 13 1/4" HINGE LOC. n1 } 96° MAX. •• •• • •• ••• •• • •• • ••i• • • •••• . • • • •• • • • ••• •••• • • •••• •• CENTERUNE HINGE LOCATION TYP. • * • • • • • // / •• •• 13 1/4" HINGE LOC. •••• • • •••• • • •• • • • • • j ASTRAGAL INTERSECTON (SEE NOTE 6 & CLUSTER A DETAILS A, 6, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8" MAX. DLO 37 1/2" MAX. 85 1/8" MAX. DLO TYP. 96" MAX. 33 3/8" MAX. 36 1/8" DLO MAX. WIDTH XO OR 37 1/2° MAX. 25" MAX DLO 0 X (XO SHOWN) 36 1/8" MAX. 33 3/8" MAX. DLO 1 13 1/2" MAX. Q.C. WOOD OR CONCRETE TYPICAL ALL X & XX 85 1/8° MAX. DLO TYP. 96° M 4CTVE) .39 1/2" TYP. 6 1/2" MAX -{- 13 1/2" MAX. O.C. ---T 13 1/2" MAX., D.C. A 21" MAX. O.C. CONCR1: I L 13 1/2" MAX. O.C. WOOD 96" MAX. HEIGHT 6" MAX. \ I = ACTIVE \ • \ 2 POINT LOCK OPTION ila ITEM 41 (ACTIVE) DEAD—EM 3BOLT / / / II XO OR 37 1/2° MAX. 25" MAX DLO 0 X (XO SHOWN) 36 1/8" MAX. 33 3/8" MAX. DLO 1 13 1/2" MAX. Q.C. WOOD OR CONCRETE TYPICAL ALL X & XX 85 1/8° MAX. DLO TYP. 96° M 4CTVE) .39 1/2" TYP. 6 1/2" MAX -{- 13 1/2" MAX. O.C. ---T 13 1/2" MAX., D.C. A 21" MAX. O.C. CONCR1: I L 13 1/2" MAX. O.C. WOOD 96" MAX. HEIGHT 6" MAX. \ I ii ACTIVE II 1 II II 1 a if 11 II Iii II \. \ \ \ % \ 2 POINT I LOCK OPTION ITEM DEAD —BOLT/ ITEM 32 i/ / / / ■ 6 1/2" MAX. 13 1/2" MAX. O.C. 000R- SIDEUTE INTERSECTION (NOTE 6 & CL.IS7ER DETAILS, C, 0, G & H, SHEET 3) A ANCHORAGE CONDEMN HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS A 21" MAX. 0.C. CONCRETE 13 1/2" MAX O.C. WOOD 6" MAX. Z� Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd By: F.K. Drown By: D.8. Date: 7/15/06 Dote: 9/22/06 Date: 7/12/99 Revisions: E -NEW SHE ADD XX, X, • XO, OX, 0 Revisions: F- REVISE ANCHORAGE ORMOVanavanD wal&tbellorkile SRAM= ona, gEYo d 8 Description: ELEVATIONS - XX, X, XO, OX AND 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 2 of 9. 972 F • • •••• • COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" ANNEALED) ANALYSIS (3/16" HEAT (3/16" HEAT (3/16" HEAT HEIGHTS CONFIG. WIDTH 79.750 -+75.01 83.750 87.750 91.750 95.750 O 30.000 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 33.000 +75.01 -75.0 +75.0 -75.0 +75.01 -75.0 +74.2 -74.2 +71.91 -71.9 36.125 +75.01 -75.0 +75.0 . -75.0 +71.51-71.5 +67.8 -67.8 +64.4 -64.4 X 37.500 +75.01 -75.0 +75.0 ; -75.0 +75.01-75.0 +75.0 -75.0 +75.0 ? -75.0 XX 71.750 +75.01 -75.0 +75.0! -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 i -75.0 OX, XO, OXO, OXXO DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE 3/8" LAMI 7/16" LAMI 7/16" LAMI CONFIG. ANALYSIS (3/16" HEAT (3/16" HEAT (3/16" HEAT TABLE 2. - GLASS OPTIONS 2, 3 AND 4 STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) STRENGTHENED .090 PVB 3/16" ANNEALED) STRENGTHENED .090 PVB 3/16" HEAT STRENGTHENED) HEIGHTS WIDTH 79.750 83.750 87.750 91.750 95.750 O • • 36.125 +75.01 -75.0 +75.0 -75.0 +75.01 -75.0 +75.01-75.0 +75.01 -75.0 •: X : : •37.500; ;0;01-75.0 +75.0! -75.0 +75.01 -75.0 +75.0' -75.0 +75.01 -75.0 +75.01-75.0 • XX .1'4 • •W1.750 • +75'.01 -75.0 +75.0 -75.0 +75.01 -75.0 +75.01 -75.0 OX, XO, OXO, OXXc *.(A1..L HEIGHTS TO 95.750) +75.0; -75.0 • • • • ....•• • • •.... • • • • •• •• • • •••• • • .••• DETAIL A (ASTRAGAL HEAD) 4" M MAX. 4" MAX. s" ax. 1�1--I`1- NOTES: 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 6 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.) GENERAL: DAY LIGHT OPENING (DLO) HEIGHT = DOOR HEIGHT -10 7/8 ". SIDELITE DLO WIDTH = SIDELITE WIDTH -2 3/4 ". DOOR PANEL DLO WIDTH = PANEL WIDTH -12 1/2 ". 4. THE DP FOR X0, ) , OX0 AND OXXO DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (0.) COMPONENT. 5.) APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A. 1/4" ELCO TAPCON B. 1/4" ELCO SS4 CRETE -FLEX C. #12 STEEL SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR B IN CONCRETE. ANCHOR TYPES A, B OR C IN WOOD. HEAD & SILL: 6 1/2" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. ANCHOR TYPES A OR B CONCRETE SUBSTRATE: HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR- SIDELITE INTERSECTION: 4" MAX. ON SIDELITE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR- SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DOOR JAMBS: 6" MAX. FROM CORNERS AND 21" MAX. O.C. ANCHOR TYPES A. B OR C WOOD SUBSTRATE: HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX_ EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E Sc F. HEAD AND SILL AT DOOR - SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDELITE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DETAIL C (DOOR- SIDELITE HEAD) CONCRL 1 E SUBSTRATE X X DETAIL B (ASTRAGAL SILL) 12" MAX. I 8" MAX. DETAIL D (DOOR - SIDELITE SILL) 4" MAX. i2 MAX. s MAX. 4" MAX. DETAIL E (ASTRAGAL HEAD) X ► X DETAIL G (DOOR- SIDELITE HEAD) WOOD SUBSTRATE 12 " MAX - s" MAX. ax DETAIL F (ASTRAGAL SILL) Robert L: PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 16" MAX. 1 12 "MAXI 8" MAX. • DETAIL H (DOOR- SIDELITE SILL) Rend By: Date; Revisions: E- CYMBICE TABLES F.K. ` 7/15/06 & REVISE ANCHORAGE Revsd By: F.K. Dote: 9/22/06 Revisions: F- REVISE TABLES & M -D ANCHORAGE ADD DETAILS. Drawn By: Q.B. Date: 7/12/99 FIRSEINCT MIND Magisece r:. Oita Vesiztatiht °S08 SNOW Description: DESIGN PRESSURE TABLES Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 3 a 9 Drawing No. 972 Rev: F • • • • • •. •0.4 .• • •••. • ••• • ••0• •• • • • • • --ii3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED .437 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED --i 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED -T 3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) .090 INTERLAYER (SEE NOTE) 3/16" ANNEALED 3/16" ANNEALED .437 .437 EXTERIOR EXTERIOR ® EXTERIOR I A EXTERIOR EXTERIOR I EXTERIOR S. •• • •5• •••• • • ••0• • •0•• • • 0005 •• • • _ •• DOOR GLAZING OPTION 1 .402 (3/8") LAMINATED • •• • • • • • 2/46" :TEAT STRENGTHENED !a90 INTERLAYER (SEE NOTE) 3,11"i HEAT STRENGTHENED •• • • • •.271 ••• • •0• A EXTERIOR EXTERIOR SIDELITES 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED DOOR SIDELITES GLAZING OPTION 4 7/16" LAMINATED DOOR GLAZING OPTION 2 .402 (3/8") LAMINATED REFERENCE TEST REPORT: FTL -2067 SIDELITES DOOR SIDELITES GLAZING OPTION 3 7/16" LAMINATED A NOTE: INTERLAYER MAY BE DUPONT BUTACITE PVB OR SOLUTIA SAFLEX /KEEPSAFE MAXIMUM. Robert Robert L. Claris; P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Date: 7/15/06 Revisions: E -NO CHG THIS SHT Revsd By: F.K. Dote: 9/22/06 Revisions: F -ADD SOLUTIA & EXT. Drown B c D.B. Date: 7/12/99 REVISED with the Florida algtkatioa Dote Code oN -a t0/.07„ L k Description: GLAZING DL IAILS Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -1O1 Scale: NTS Sheet: 4 of 9 Drawing No. 972 Rev: F OUTSWING EXTERIOR SEE SHEET 3 FOR ANCHORS ROUGH OPENING SIDELITE SEE SHEET 3 FOR ANCHORS _ 1/4 MAX. SHIM TYP. 338 oxxo I— .830 ROUGH 3.100 OPENING 71 .3/4 Acriia A INACTWE ROUGH OPENING X• • • • ••• • • • 4601• • •••• • • • • •••• • •••;r•OUTSlWtN6 • • •••••• • • • r • • 3.• 100 • • • • • • • .. Aoma ®INAC7IVE THRU SIDELITE 37 1/2 33 3/8 MAX. DLO fiXTVIOR • • • •••• SEE SHEET .3 FOR ANCHORS •••• ROUGH OPENING 0 X 0 INTERIOR OUTSWING F 3.000 1 .37 1/2 25 MAX. I DLO ---1 1.480 L EXTERIOR 25 MAX. 6 ACM DLO INTERIOR ROUGH OPENING .890 HORIZONTAL SECTIONS 3.000 - _f\_ ROUGH OPENING VERTICAL SECTIONS Robert rl Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: Date: F.K. 7/15/06 Revsd By: Date: F.K. 9/22/06 Drown By: Dote: D.B. 7/12/99 Description: SECTIONS rtie: Revisions: E –ADD X & XX SECT. Revisions: F AOD ITEld 47 & LOCK CIACIFICA17ON MN= NEVIS= as *AS the Florida Clods � a I . IAA 4410 Widen ALUMINUM FRENCH DOOR w/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 5 or 9 972 F • • • • • •• • • • • ••••■ • • • ••••t• • • • •••• , • •• • • • ••• 0000 • • ••• • •••• • • 0000 • • • (ACTIVE) A (INACIIVE) A /c) • • • • /• •• ®.i•• • • ∎j • ••• 0 •• • • • 0000 • • 0.00 • • "s/7 Robert L. Clark, P.E. PE #39712 Structural A A A A A ITEM DESCRIPTION V.T. VENDOR VENDOR # 1 2 DOOR HEAD /SILL (AL. 6063— T5/.062 WALL) DOOR JAMB (AL 6063— T5/.062 WALL) 60375 ALUMAX AF -10375 60376 ALUMAX 3 4 DOOR ASTRAGAL INT. (AL. 6063— T5/062 WALL) .250 x .187 FINSEAL W —STRIP 60377 ALUMAX AF-10376 AF-10.377 679246 SCHLEGEL CORP. ES7924 -187 6 7 WSTP. CHANNEL (AL. 6063— T5/.050 WALL) FRAME JAMB (AL 6063— T6/.050 WALL) FRAME HEAD (AL. 6063— T6/.050 WALL) 8 1 1/2 x 1" PAD 60379 ALUMAX AF -10379 60380 ALUMAX AF -10380 60411 ALUMAX AF -12376 9 10 Outsw. Threshold (AL. 6063— T6`062 WALL) 5/16x18 THREADED ROD 61069 ALUMAX AF -12375 6TRODA FASTEC INDUSTRIAL 11 Truss Clamp (AL 6063—T5/062 WALL) 60378M ALUMAX AF-10378 12 5 /16x1 /16 TRUSS WASHER 7WASHA FASTEC INDUSTRIAL 13 14 5/16x18 TRUSS NUT 7JNUTA FASTEC INDUSTRIAL ME SCR. COVER CAP 41722W PGT INDUSTRIES 41722W 15 STRIKE PLATE 7955X CAMCORP 16 STRIKE PLATE INSERT 41721 PGT INDUSTRIES 41721 17 18 10x3/4 SCR. FLT. HO. PHIL HINGE ASSY. 71034.4 MERCHANTS FASTENER 7FRMOW NATIONWIDE IND. 19 10x.625 SCR. FLT. HA PHIL 71058FP MERCHANTS FASTENER 20 21 10x1/2 SCR. FLT. HD. PHIL. TOR /80TT. SLIDE BOLT LOCK 710xf2PPW MERCHANTS FASTENER (JNACTTVE PANEL) 41720 PGT INDUSTRIES 41720 22 23 6x1/2 FLT. HD. PHIL 8 x 1 SCR. PAN HO. QUAD. 7612FW MERCHANTS FASTENER 781POA FASTEC INDUSTRIAL 24 6x7/8 SCR FIT. HD. PHIL 7PWSWA FASTEC INDUSTRIAL 25 LOCK SUPPORT ASSY. 4UBLOK PGT INDUSTRIES 4UBLOK 26 27 6x3 /4 FLT. HD. PHIL .200 x .190 QLON 7634F FASTEC IND7STRIAL 60200K SCHLEGEL CORP. Q200X190 28 .375 x .190 QLON 60300W SCHLEGEL CORP. Q375x190 29 3 POINT LOCK ASSY. (ACTIVE PANEL) FO3PTAY PGT INDUSTRIES FD3PTAY .30 31 LOCK (ACTIVE) LOCK (DUMMY) 7LOKAP HARLOCK 100 7LOKIP 1-IARLOCK 880 32 DEAD -BOLT LOCK 7BLTIP HARLOCK 820 33 Rolled Alum. Glaz. Bead 65163 FLORIDA SCREEN 05 -163 34 SILICONE 62899C DOW CORNING, 899 OR EQUIV. 35 SIDEUTE JAMB (AL 6063— T67050 WALL) 60381 ALUMAX AF -10381 36 SIDELITE HEADER (AL. 6063—T6/.075 WALL) 60414 ALUMAX AF -10414 37 38 A SIDELITE BOTTOM RAIL (AL 6063— T6/.075 WALL) 60415 .402 Laminated (.187 HS /.125 Annealed w/ Dupont Butacite PVB or Solutia Saflex /Keepsafe Maximum Inner Layer) ALUMAX AF -10415 PPG. LOF A 39 SEAM SEALER 6SM55W SCHNEE/MOREHEAD SM5504 40 S1DEUTE JAMB ADAPTER [REINFORCEMENT) 61641 ALUMAX AF-11641 41 2 POINT LOCK OPTION (ACTIVE PANEL) #8 x .750 Ph. FT. Tek 7978LA8 SULLIVAN & ASSOC. A A A 42 7834FPT SPENCER PRODUCTS 43 44 45 .402 Laminated (.187 HS /.125 HS w/ Dupont Butacite PVB or Solutia Saflex /Kee safe Maximum Inner Layer) T. (A DOOR ASTRAGAL EXAL 6063— T5/.062 WALL) 46 A 47 PPG. LOP 16984 KEYMARK 1154 7/16" Laminated (3 16" HS & 3/16" Annealed w/ Dupont Butacite PVB or Solutia Saflex/Keepsafe Maximum Inner Layer) 7/16" Laminated (3/16 HS & 3 /16" HS w/ Dupont Butacite PVB or Solutia Saflex/Keepsafe Maximum Inner Layer) PPG. WE PPG. LOF FILLER HEAD ADAPTER, DRIP CAP (AL 6063 —T6 /050 WALL) i 6533016 ALUMAX 45626 INDUSTRIES Raysd By Date: F.K. 7/15/06 Revisions: E— REMOVE QTY. COL. Raved By: F.K. Date: 9/22/06 Rewsions:F- -ADD ITEM 47 CLEARIFY LOCKS 41 & 21 Drawn By: Date: D.B. 7/12/99 Description: mover Y18BD with the Fled& gativeasee !d• . pBIJ %O iiinalnitlext I & de Sy t. Ltw 4K SMAsts BILL OF MATERIALS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 6 of 9 Drawing No. 9 72 Rev: F 4.000 1.750 1 DOOR PANEL HEAD & SILL 1 6063 -T5 ALUM. •• • • • • • 000 • •• • • • It • 0000 • • • s t • • 41 0000,0 0000 • • •••• • • 4we•• 041 400 1.620 ••4M• ••••850 ••e0• • • 4141•• • we•• • • • • • 414100 •••• • • • • • e••• • 0000 • • 250 • • ••• •S• •0 • ••00 • • • •WEAT 4E1? ST WP CHANNEL •6063 45 AL'UM. 0000 18 HINGE EXTRUSION 6063 -T5 ALUM. 4.100 1.750 .062 -- DOOR PANEL JAMB 6063 -T5 ALUM. .125 1.500 --I .750 F--- 1 TRUSS CLAMP 1 6063 -T5 ALUM. 4.100 1.750 .062 -- 3 DOOR PANEL, INTERIOR ASTRAGAL 6063 -T5 ALUM. 4.675 FRAME HEAD 6063 -T6 ALUM. 1.479 4.675 1.750 4.00 O ` DOOR PANEL, 4- EXTERIOR ASTRAGAL 6063 -T5 ALUM. r148° 1 3.000 3.000 OUTSWING THRESHOLD 6063 -T6 ALUM. rr FRAME JAMB 6 - 6063 -T6 ALUM. DAE Robert L C{ark, P.E. PE #39712 Structural - INDUSTRIES Revsd By: F.K. Dote: 7/15/06 Revisions: E- UPGRADE ALLOY,6,7 &9 Revsd By: F.K. Dote: 9/22/06 Revisions: F -NO CHG THIS SHT Drown By: Dote: F.K. 9 9/02 MIMI' smug eriPria be Florida Cede DeDipbmeat x•gG -6 O 7.e ?- I.L Description: EXTRUSIONS PROFILES, DOORS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 7 of 9 Drawing No. 972 Rev: F •• • • • • ••• • •• • S,VELITE BOTTOM RAIL 6163 -T6 ALUM. • • •.•• • • •••• • • • • •••• •• •• • • • • ••.. • • • 0410 • • • • • •••• • • • • •• • • • • • It ••• • •• • • • •.•• • • • • .830 2.980 .050 CASID JAMB ADAPTER 46063 —T6 ALUM. \;:_"121 SIDELITE HEADER 6063 —T6 ALUM. 3.655 F.062 .050 — 1.578 --i 3.000 3S SIDELITE JAMB 6063 —T6 ALUM. .050 .550 1.400 FILLER HEAD ADAPTER 6063 —T6 ALUM. Robert L Clark. P.E. PE #39712 Structural INDUSTRIES Revved By: F.K. Date: 7/15/06 Revisions: E— UPGRADE ALLOY, ALL Revsd By: F.K. Date: 9/22/06 Revisions: F —ADD ITEM 47 Drawn By: F.K. Date: 9/9/02 0 / at aft deereirlit • !mss fry/ Aissi 1 abides Description: EXTRUSIONS PROFILES, SIDELITES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Jitle: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -102 Scale: NTS Sheet: 8 a( 9 Drawing No. 972 Rev. F 1 n • . • 14. 1 3/8" • 11 • MIN. `r a 4114 lx WOOD BUCK (SEE NOTE 2) 1/4" r MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) TYP. HEAD —I 1 3/8" MIN. WOOD ANCHOR • (SEE NO▪ ;1' 1) • ' 1" 4: AX. SHMA •• • • ..•• •�Y.„ JAMB •gerel • • • • • ••• • ••• • 1 t% � MIN. •••• • SEE NOTE 1) •• jr • •• • • V- 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 1) TYP, HEAD CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) #12 FH SUS 1/4" MAX AT JAMB SPACING SEENOTE4 (SEE NOTE'S 6 &7, SHT.3 WOOD ANCHOR (SEE NOTE 1) 1 3/8" MIN. 11 no • i V • V. • TYP. SILL 1/4" MAX. SEE NOTE 4 TYP. SILL TYP. JAMB /SIDELITE 2x WOOD BUCK (SEE NOTE 2) 1/4" r t, SHIM 1 3/8" MIN. lx WOOD BUCK (SEE NOTE 2) V a 4a a • 9n . FI• e•. ... .; I I ... :. 44..' Ii . 1/4" r MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) I • oa • J 3/8 " MIN. it••: • 1 TYP. SIDELITE SILL 1x WOOD BUCK (SEE NOTE 2) 1 3/8" MIN. 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 2) 1/4" r t • _ SHIM. WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE SILL 2x WOOD BUCK (SEE NOTE 2) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE -FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05), 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE • EDGE IS 1 3/4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, TO BE #12 TRIMFIT HEAD. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS. 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 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. 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. obert L Clark. P.E. PE #39712 Structural INDUSTRIES ' Revsd By: F.K. Revsd By F.K. Drown By: D.B. Date: 7/15/06 Date: 9/22/06 Dote: 7/12/99 Revisions: E— REVISE ANCHORAGE Revisions: F- NOTE 1 EDGE DIST. wU6 ltfx ✓N1eride Cod: Description: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 R11e: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: FO -101 NTS 9 of 9 972 F APPROVED BY DATI ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS JUL li.°11U7211 1 0 20P. BYe •• S. •• • ••• • • • • • • .•5. • • • •••• • • • • .. .. •••• • • • • •••• • • • •••• • • • • •• • • •• • ••• • • w • • • SUSS • • •••• ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A W -r- • • .... . • • •'.0.. • .... • • .... • • • .... • • • .... H, MULUONS HW1 :1 W2 w W =W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE I ,OETERillNIC MAX ALLOWABLE .1 F:SIGN PRL'SSVRE'. SEE TABLES • •Oa WAGE 5• • M1) MAX OPENIId6 •If OR H1 +H2 . •ICJCICL LENGO •ii •Yr OR WI ..1-W2 M2) WI :OPENI/ ' '6y OR WI +W2 •;IFItILI; � LENGPII 1 • S. . • • • ... • •.•• .... NOT`4:„.. • 1. THE 33 1/39 STRESS- INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. . • .. • • • • • H l ANCHORS DETAIL "B" "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W1+14/2+W.3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3,' MAX OPENING = H OR H14+12 MULL LENGTH = W OR W1 +W2-1 -W3 144) MAX OPENING = W l -I-W2 OR W2 +W3 MULL LENGTH = Hi , ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "" OR "D" BOTH ENDS MULLIONS H r tom/ Wi T W2 W MULLION WW1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLILRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W w neaksiga 1M.l, • str TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clerk. P.L. PE #39712 Structural INDUSTRIES F K. Dot 1%9/06 Revisions: 8- REVISE ANCHORAGE Revsd 8y: F.K. 53/06 Revisions: C -NO CHG THIS SHT Drawn By: P.J.P. Date: 4/28/00 Description: 2" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Fl. 34274 Tile: . ALUMINUM TUBE CLIPPED MULLION Series/Fdode&• MULLS Scale: NTS Sheet: of 5 Drawing No. 6223 Rev. e • l tom./ 111 e / ^l —W I t`/ t `J W2- -W3 -} tdr W = W1+14/2+W.3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3,' MAX OPENING = H OR H14+12 MULL LENGTH = W OR W1 +W2-1 -W3 144) MAX OPENING = W l -I-W2 OR W2 +W3 MULL LENGTH = Hi , ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "" OR "D" BOTH ENDS MULLIONS H r tom/ Wi T W2 W MULLION WW1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLILRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W w neaksiga 1M.l, • str TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clerk. P.L. PE #39712 Structural INDUSTRIES F K. Dot 1%9/06 Revisions: 8- REVISE ANCHORAGE Revsd 8y: F.K. 53/06 Revisions: C -NO CHG THIS SHT Drawn By: P.J.P. Date: 4/28/00 Description: 2" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Fl. 34274 Tile: . ALUMINUM TUBE CLIPPED MULLION Series/Fdode&• MULLS Scale: NTS Sheet: of 5 Drawing No. 6223 Rev. PGT 2x MULLIO ID MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLION FOR 2" MULL 1 i" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" PGT 2x MULUO " MULL=1" 2 MIN. --4" OR 6"--1 112 FH SMS PGT 2x MULLION STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) 281 (TYP� SEE NOTE 3 1$' (TYP } #12 SCREW, SEE NOTE 3 r4" OR 6"-1 WOOD } BUCK *1W }jI .�.« • • •••• • • • •.•• • a.b • . Ri .•••• •• -. A.... a! . • • •..• ••.• • • • ��r•{�TES .•.• WOOD SUCK REMOVED TO CONCRETE WOOD FBUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE W /TN EACH OTHER) SEE NOTE 3 112 SCREW, SEE NOTE 3 • 'TYPICAL MULLION TO STRUCTURE WITH • • WOOD BUCK, DETAIL "B" • •••• .- 1. FQR CdPPCREtE APPI,Ij'T?ONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADS • • •' MINTY APPROVED. 4449,(VRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF • • •MICHORS TO CONCR,141-4, 4DGE IS 2 1/2". ELCO 1/4": SS4 CRETE —FLEX • ANCHOIIS .MAY BE 1ISE11 INSTEAD OF 1 /4 " TAPCONS PROVIDED EMBEDMENT IS • • • ANCREASSA• WO 1 3*/• ". 2. 1/4" TAPY3NS OR ELCO 1/4" SS4 CRETE —FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF 112 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4.. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C ", #12 FH SMS STAGGERED ON. OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 2x MULLION -- 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC., DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. R. .34275 P.O. BOX 1529 NOKOMIS, FL .34274 Redsd Ay: F.K. 19/06 fteYistoris: B— REVISE ANCHORAGE Rend 0y: F.K. 5%3/04 Revisions: C —NO CHG THIS SHT Drown 8y P.J.P. 4Date /28/00 riODUCTAgtfign at @rah gin rse. , *. .o8 1 Description: 2" HEAVY WALL, CLIP INSTALLATION= DETAIL. fl Ie: ALUMINUM TUBE CLIPPED MULLION Series /Model: I Scab Shoat. Dmwinq No. MULLS NTS 2 ct 5 6223 1 2" MULL CLIP EXTRUSION DWG 1513 •• • • •7' • 1 • • • • . • •�• • • • • 1-'2A Z A • 3MIN. (TYP MAX 4 dpi h'A' /2� (3) ANCHOR LOCATIONS 8 MIN. FROM ENDS (TYP) 3 MIN. (TYP) •14•• 2" MU •Oh1P ••.:1'3) ANCHOR LOCATIONS • • " MYTABS REMOVED • • • • •RUS10N•DWG•1513.•••.• .• • •• ••• •• • • • ••• •..• • • •... • • •• .. • o CUP LENGTH CHART FOR 1x MULL MULL SIZE 2 x 4 x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 $ MIN. 3 MIN. MIN.- MIN. .... MIN. 'A' (4) ANCHOR LOCATIONS (4) ANCHOR LOCATIONS NOTES: 1 IMPORTANT: QUANI/IY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REI-LK TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (6) ANCHOR LOCATIONS (6) ANCHOR • LOCATIONS —3 4)/3 $ MIN. (A' 3 EQ. SP. 19 MAX. 8 MIN. A (W-3/4)/3 3 EQ. SP. 'A (8) ANCHOR LOCATIONS g MIN. FROM ENDS (TYP) B MIN. (TYP) MIN. 111101110" . Sentift s 2S• 0'G1f'4:f r ®I— CA'-3/4)/3 ,A, (8) ANCHOR, LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES Drawn 9y: P.J.P. obe, . Ck ■ric, P.E. PC 139712 Structurol 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Date: 4/28/00 Desaiptlan: 2" HEAVY WALL, ANCHOR LOCATIONS rrtie: ALUMINUM TUBE CLIPPED MULLION Series/Modef MULLS ()rowing No. 6223 4 2 • • • • • • 000 • •• • • • • • •••• • • • • 0000 • • • •• • • • • 0000 •• 410 • • • a •....• 000• • • 0 •.. • 000.0 • • • • • • 41000 •• •0. • • • ••N•.• • • • 00`41 • • • 4100 •..• • 0 0000 • • 4141 • • • • • NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 4 6 2x HEAVY WALL MULLS MAT'L: 6063 —T6 "111' :k125•411511 - TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Re F.Z.: r9 /06 B—NO CHC. THIS SHT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O SOX 1529 NOKOMIS, FL 34274 Revsd 9y: 0•t : Revesfons: f K. 5)3/06 C-10 CHG THIS SHT Drown 0y: note: P..11? 4/28/00 Description: 2" HEAVY WALL, MULLION PROFILES Title: ALUMINUM TUBE CLIPPED MULLION Series /Made!: MULLS Seale: 7 Sheet 1X 4 a5 Drawing ma. 6223 • CHART 2. - 2x6x.250 ANCHOR TYPE & QTY. 50 42 (3) A (6) B (4) A (8) B 170 170 60 (3) A (4) A (6) 8 (8) B 170 170 70 (3) A (6) B (4) A (8) B OPENING WIDTH IN INCHES 80 (3) A (4) A (6) B (8) B 90 (3) A' (4) A (6) B (8) B 100 (3) A (4) A (6) B (8) B 110 (3) A (4) A (6) B (8) B 1 0 (3) A (6) B (4) A (8) 130 (3) A (4) A (6) B (8) B 160 (3) A (6) B (4) A (8) B 170 170 170 170 170 170 48 50.625 54 60 63 66 . 72 76 170 78 170 170 84 .170. 170 90' 170 170 96 165 , 170' 108 144 111 140 ° 170 144 105 170170 170 170 170 170 170' 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170. 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1701170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170. 170' *170. 170 170 168 170 162 170 159 170 158 170 1701170 170 170 108 170 170 170 170 165 170 154 170 146 170 140 170 136 170 170 170 170 158 1 170 133 170 170 170 168 170 154 170 170 170 129 d 170 166 122 162 119 159 170 170. 166 170 153 170 162 170 148 170 138 170 130 170 124 165 119. 159 116 155 148 170 134 170 136 170 123 164 170 125 167 123 163 109 141 98 ' :125 En 166 mu. REIM 104 139 106 141 97 129 89 119 154 105 133 94 118 MEI 86 106 83 102 111 148. 106 142 103 98 130 100 133 91 1 123 78 95 96 127 92 123 86 116 87 115 83 109 77 98 Vertical Mull Mull Length Opening Width Horizontal Mull Opening *Ldth Mull i Length Multiple Mulled Units 1 ..„ Length F Qpening Width 73 88 70 83 63 73 80 97 89 71 83 67 78 89 90 78 78 69 69 61 .61 56 56 47 47 44 61 68 • • • • • . CHART 1. - 2x4x.250 ••.. •• OPENING WIDTH IN INCHES • 50 60 70 80 90 ' 100 110 ' 120 130 160 NC-IR.. (3) A• ,13):1 (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A TYPE & R (6) Et (6) f3 (6) B: (6) B (6) B (6) B (6) B (6) B (6) B (6) B .�•1 170 ? 17°' 170 •.. '..48' 170,. ; 170 •• 50:628, 170 .J'0 A 170 • U). • .IX • _• • .L1• F 9. z J 2 • .54' 170 '60 170' ;'•g� 170. . 46 ` 170' •.a2. 170 76:170 78 170 84 177 90 163 96 151 108 107 111 98 •47b 170 ;110 170 1T 170 •17g, 170 170 166 170 154 167 149 153 136 141 125 129 + 112 90 78 83 72 170 170 170 170 170 170 170 170 170 170• 170 170 170 170 170. 170. 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 162 160.. 159 159 170 152 170 142 154 149. 146. 145 145 135 129 125 123 122 141 131 124 119. 115 112 109 136 127. 119 114 110 107 104 124 114 107 113 104 97 102 92 98 94 90 88 85 79 100 91 83 78 69 63 62 57 57 52 53 48 73 49 45 69 47 43 63 41 37 144 45 1 37 32 28 26 23 21 20 18 16 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 :'EST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1 /4 " TAPCON B. # 12 SCREW PROORICTVIEVISIM Ri• �i -O! 5.08 yx • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 6 Rc#bor4 L. et-irk. ?.E. PE; 39712 Structur'ii 117 INDUSTRIES Revsd F.K. r�s /06 Revisions: 8-REVISE ANCHORAGE Rend By: F.K. Dat: 5%3/06 Redskins: C -NO CHO riffs SNT Drown By: P.J.P. Wore: 4/28/00 Description: 2 " HEAVY WALL, PRESSURE CHARTS 1 ' & 2 1070 7ECHNCKOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 5. of 5 Droving No. 6223 ur o (101--V5 r ,tare ;-lore:=_ Village APPROVED BY DALE ZONING DEPT ifff BLDG DEPT WrAe /1111 SUBJECT TO COMPLIANCE( TH ALL - EDERAI. STATE AND COUNTY RULES AND REGULATIONS X91 AL o 2m1 !�J FURNISH AS SUBMITTED [] REVISE AND RESUBMIT 0 REJECTED FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this review do not r ^` _ tr• ctor from com- pliance with - ;e drawings and specificatier ,.t; review of genera: rat of the protect oration given in ._.,r is responsible iantities and dimensions; o,,esses and techniques of .. .; tits work with that of alt other cru...:; a nis work in a safe and satisfactory mariner. JORGE A. DE LA LLAMA MA ARCHITECT Date 7 6 By conformance and genera: c the contract c =�. for: contirmz. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date -133 BUILDING CRITIQUE SHEET Gc.f.at-03 C-1 / re0 • Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756-8972 Issue Date: Not Issued Expires: of Issued Folio Number:1132060130310 Owner's Name: GREGORY TOTTEN Job Address: 70 94 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1000 Total Job Valuation: $ 6,500.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/26/2007 : Yes Comments: OK TO REMOVE SCREEN ENCLOSURE. RESURFACING DECK WILL REQUIRE ANOTHER PERMIT. Miami Shores Village Building Department 10050 N.E.2Md Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET ,zo,t4. . 121n i T AM/64 770.4.is hum_ 64,7 1 a ClL4) 2iLI . / -ef 417 n e./1a.!/. d e-c' dD.�U`g1e. PA us CA-a-� fr.-4 XIS � s 4 6 6. Pi12�sU,,4& ,4�v 4)0 f�. -o 42 t .�:Q , �xiski` . S' ` - /)-e , eL .ea'. (4) / Aorit ,f2/Z.4-rto (1' /2.)frwitu. 9,3 irk /0•//...opeyse0 e`e � .4ud C04,6//w�5 miff tIS 1,c.1...,5 • t s1/mrc-7 r� A() — .2-XL 4)061 s ZcS5 "N csr 04-W : s -7' _ AJ,41/ 1 / (.twig % he hilar/'" - Q A htreireds /he t4e-c-r 3266 6 G607 11//sys „lice Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 / A /CO 11/2 e 1 11111111111 1111111111111111111111111.1111 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 0 3. 1336 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. j ! ~ 3 24%, - 013-03)o 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: �INA I s 4As T,;., 311111 C:t= N 2007R0726203 OR Bk 25749 Ps 1351; (11as) RECORDED 07/23/2007 13:43 :29 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 2. Description of improvement " YssOpti. II 3. Ow er(s) name and address: q 5T M.PMI 5} as 3313 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 2APIKE (,i it41 -•o:4 WU)* to ;_ a o Al~' a 5. Surety: (Payment bond required • y owner 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 Xa)7., Florida Statutes. 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(1Xb), 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) attire • Owner Print Owner's Name 0/4 F{ f 2 14 CiEti et //N,CE Prepared by tscloe ) 2400%1 Sworn to and subscribed before me this 7 31 day of Jidg , 20 00 . 2 1/915l3ef I 4(4 Notary Public ik 1 Print Notary's Name: • My commission expires: RIcHAULL SA$A11OB r MY COMMISSION t DO 378881 EXPIRES: December 9, 2008 • Bondldb11N0Yly cUfldMlll 'Item \ ► rI I i Address: IA (AAA ,t, 33i11�j TATE OF FLORIDA, COUNTY OF DADE -'EREF V CERTIFY that this is a true of he ,In 3i filed in this office on .7'l� day G0 y h,. nd and 01:.ual Seat rcuif and County Courts D.C. 07/03/2007 11:33 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK TX /RI NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT s** * * * * * * * * * * * * * * * * * * * ** 0651 93058566687 07/03 11:32 00'39 1 OK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHF,ET Pgout'aa AR-in;--1- A /iC4 �cius ,. Ckel-gar74 As 100 . ZaiX 744E- 419 Z/¢ Se 1' d -ILO q S4)4 PAWS CA-a 2 �xzs -ni s 4 6 6 A-Ary -ti) 4,a2 73 44i 14,41 dr24? Au4--tP oe/Aur. 16" ' l ) t -r,./ase eottnN.,)5/ 04-fiu' �Z 41 / c / re, thLii cj jt , j ose0 6.J ' - ei?oryr ' s -rvi 11-1-raeq ,mod e I,ue25 It e us &J.5 . 2x "ocj - 2..x10. 04$1- A-7 0 /,.4.) ,�(AJA7 A 17_ 's 7 ,6— Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/03/2008 Inspector: Levrock, James Owner: TOTTEN, GREGORY Job Address: 70 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CORAL REEF PLUMBING INC •,1);;;";41,V7.•:;,,, 5.6 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition/Alteration Block: Phone Number Parcel Number 1132060130310 Lot: Phone: (305)361-6769 Building Department Comments plumbing for alteration Passed p c or Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Friday, February 29, 2008 Page 1 of 2