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BP-2004-307Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -307 Printed: 9/7/2004 Applicant: ALEXIS Owner: POWELL JOB ADDRESS: 313 NE 92 Contractor ICOA CONSTRUCTION Local Phone: 786- 326 -4041 Parcel # 1132060136360 Page 1 of 1 POWELL ALEXIS ST Contractor's Address: 1101 S.W 18 COURT Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 13 & 14 BLK 47 LOT SIZE 100.000 Fees: FEE2004 -8989 FEE2004 -8990 FEE2004 -8991 FEE2004 -8992 FEE2004 -8993 FEE2004 -8994 FEE2004 -8995 FEE2004 -8996 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Builders Bond Structural Fee Total Fees: Amount $1,500.00 $15.00 $50.00 $5.00 $37.50 $78.00 $300.00 $150.00 $2,135.50 Total Fees 2,1 55th a.QL Total Receipts: $0.150 Permit Status: APPROVED Permit Expiration: 3/7/2005 Construction Value: $25,000.00 Work: REMODELING OF HOUSE CABINETS BATHROOMS AND RAISE FLOOR LEVEL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 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 2001 Permit No. Master Permit No. Permit Type (circle): Building A Electrical Plumbing X Owner's Name (Fee Simple Titleholder) MK, 4 Mr-, Arc' Paw LL Owner's Address S I5 ¶ . 010 City Mkt' squetrfs VIL( % State FL Tenant/Lessee Name Zip Mechanical Phone # ��. 3oS 9g/ 2y3 3313 Roofing Phone # Nif,A Job Address (where the w o r k is being done) S 1-5 14.E. l a Vii, a- City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address t 1 b 1 ■J • t g City - tLo County Miami -Dade NO Zip cLA' pc.) 2.6 —44 I Zip ,:_32)S t State Qualifier t2 Cb t1> i Architect/Engineer's Name (if applicable) cesTALIci 1 S1 c, 4 6U? Phone # 305 S1 1- q59 �3os s�,a;, [1S� • $ Value of Work For this Permit 660 Square Footage Of Work: 2, 500 Sl r so-to mit e4:14+ 51A--/) ad Repair/Replace Li Demolition �cLU�� Mlhlot 1dc14 S'it,c-tk(12/ikt..,. L GL ' Of- Type of Work: ❑Addition Vk teration ['New Describe Work: 111-Tf t 1Jy bL7F T(4 _-o n 0/6C1.1-1 ECM F VTUIQW5 s4wtl_ LCICACrialNi , 7 4w2 w Da 2) FEPft4iSU�� NF l Tot? C d 4 u_ LL /`- 5 3 )- P u� N b /' �, * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Zb ®• Permit Fee $ / a . CCF $ 1g col cc S-rO — Notary $ "` Training/Education Fee $ Technology Fee $ 37/ E0 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 56,00 Q0 +. 50 /er, 6-' % 2,00 Pso /CO s Total Fee Now Due $ � /S 1135.s0 (Continued on opposite side) �prmN- p) 03- 3)3 -eYPnP ri 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 The for day of Owner or Agent going instrument was ackn ledged ber, e me thils s o is p= ally k - to me r who has produced As identificati 4 i d wl NOTARY Sign: Print: Commission Expi es. * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. APPLICATION APPROVED BY: Chc 12/15/03 e an oath. Signatur The for ,going in day of Contrac ent was cknow 200 b 1s finally known to NOTARY P TAR L FRDDAS JOSE LOPEZ TARY PUBLIC STATE OF FLORIDA COWMSStON No. bd2626 Y CO aDSF* Px 19.E Sign: Print: My * as r• . dged before me this 2 vscP—r V-. r who has produced tification and who e PUBLIC "of : -1 29:40 Ar / /i�o■ J'AL N • ARY SEAL FJDI* J SE LOPEZ SS ON No. bd2626 MYCOMIAMION EXP. FEB. 19, 2005 ommission E * * * * * * * * * * * * ** (Certificate of Competency Holder) 1r Certificate of Competency No. ( re,f OIL 7/2 f - 4LCJ SEP - 2 2004 y /ate /ay Plans Examiner Engineer Zoning 45 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address :/ = q 4' Company �f Phone # g ` Inspection Date -aP aca 30 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ing �t}�sp1 ctic� Request Date t 1 nQQ �� J Type Insp'n ,�(-PS�� Ce_,_ .� Permit No. /5 P 0 q 30-7 Name 60`1)1 Address c51" g L q3 4— Company W -c.1- Phone # Inspection Date Approved Correction Re- Insp'n Fee 3 Ucs. 5MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 7 I r'�` C ... d e".' Type Insp'n Permit No. Name Address 5'3 NE ga.33 Company Phone # Inspection Date q)22- Approved ❑ Correction ❑ Re- Insp'n Fee ❑ 911*, CIO ( /2 €'/ -v-e-s (A_!,(/ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date f-c° Type Insp'n 1 `` W ( /l(.d0 IA) tht-( 3/3 ME i>42.:12-1 7e0 7 0 ?73cq Permit No. Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee ❑ / 2:36 A f fl Miami Shores Village Building Department -K*A0 AriziL ,2,-D6.1. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -307 Page 1 of 2 BUILDING CRITIQUE SHEET 1. Submit electrical, mechanical, plumbing swimming pool, storm panel and painting permit applications./ 2. Submit two sets of NOA's for all openings including glass ✓ block. 3. Address structural comments. %/. 4. Where do structural details on S -2 correlate to architectural plans? Provide cut - section references on A -1 and A -2 to S -2. ✓ Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. Page 2 of 2 C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 4/19/04 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shares, fledda 33138 Tel: (303) 795.2204 Fax (305) 756.8972 Permit No.0,2' ,0—' •"' Job Name IS iv4c,ct ELECTRICAL CRITIQUE SHEET J (V' Teed 66E'DN • VGVTEL560E6 F dedll I A S3a0HS I Wd I W LT : T ti b210E/EZ/V0 Miami Shores Village Building Department 10050 N.E,2nd Avenue Miami Shores, Florida 33138 Tel: (30S) 795.VO4 Fax: (305) 756.8972 Permit No. 0 4 -3 0 cl Job Name_ 'i Date 41 , fl u f3 2 rr MECHANICAL CRITIQUE SHEET 2000 66£'ON 1757 TEL550£6 F dorm I ( E3aDHS I Wd 1 W Lt : T t P00Z/£Z/V0 Miami Shores Village -e Building Department S: ax.9,„ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 4-36C1 Job Name Date 4Z2'.' �# MECHANICAL CRITIQUE SHEET Not/i-d-c Miami Shores Village Building Department yNa3 -rod 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P. 4' Vi Job Name (--77.,4e--"""e-1 / .313'1\..,9 �.- ELECTRICAL CRITIQUE SHEET ,r/-e 5' ice Miami Shores Village Building Department 3o5_ 57D,- 14s4 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No '4' 3-o7 3/4 Civ I s Job Name .5-IA-1615- N Oz/64. STRUCTURAL CRITIQUE SHEET Need 744 Flo, Fr-4 /;y Pidn f6 5-A 5 11144 e. ork Make P,e—om i 1 L 4:1- n c .fie d-/ '`S$T/2&JL 7-o, A L PLA , `' 5-2_ rj ©ri &q /ed 9 ' -Pri M'io en A-1, / (7/ ✓MTs''• sr3e o'(_Skej 21/2,-`? 9C �z 1,144-K. \■f7) l eAd ok �. a�� # (F/3, 2-2 /g. i ? c /. c -/ 4o/ L 7 ,5A 4 m' e/ shG s ,a5 �°xjs, . C Z,r'e e� e)'i C/5 -Z- </ s .4y5 1 Zyx4 fled .0/5-e �/ j �-s 4x4 _Steel • 5I` /-e Plan /70 / Sheers? 511, c - / be den iuh ea leati ')s / r ctiJ a 7e'fed z:' ,TM 47/ /'e .Y sans f: b/ k wadi/ eze eta oaf 4ew ,qq ,Lee/ be4ti /3 -1. } -ec • 5 °'Z �/041 wt1 �. oar r„' el cir- 'f dt d er ex:1 -ploy 7 DLIgI/ P/5-2, iv ex/d, ee ,-i F rc 2fra r- a, s- etn c' /1" ;fie / iT --gip/ end, 4j4,71 Where are )ki GI u- rit di-er s chh ed u Jes 7 © See a ki 3////414- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,/i--.3-67 f� Job Name .53/4(4e5 02 /VI C 3/3 i0( 6tz o STRUCTURAL CRITIQUE SHEET n/ f ` Lfr Ore /72ore 14 hcr i +i Ma44 efieir -- 4 l'14eie r f eiQke vneefr Wl Y-4 Dpi /dfiry 144/ / 41-44d f -a Plas Rei4ease- A review rr°.tazreniek7 /.s Miami Shores Village Building Department \\\\,. oy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e9• r 7-e7 Job Name S '? i 3/3 N6- 9z Ai, 3/1/64- STRUCTURAL CRITIQUE SHEET 7 10 kekt weals 94,7 he re and ve-6C eiv-e heae-/ily Ali" -7 P1. Gds Le/23 ! ro Privide e I f/. tie or 1 f""1 rAtet ini Plan r� �L ,�i em s s olv- a Ai evz ref '. a a i/ black - ups , a Where d> -e e se . .le-s 7 £j2 5 /5 in cc,4cree41 - - wh e l`s S -/ ?✓ k'/d y, eievA fi° 5 , fib m i dad „nay-07,-44 4 tiJ%iA iv1(P 'r5, 610-4-5 Nei — 1 .594v--pit shati- , s i / rite e 1. 1� e i�✓%vldd-4uf( d,irj, le15 17 f ®Gk-. r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -307 Page 1 of 2 Second Critique BUILDING CRITIQUE SHEET t'1 1. Still need electrical, plumbing, and painting permit applications. 2. Submit a mechanical permit and plans. Need ventilation in bathroom. Provide plan showing existing A/C vent locations. " 3. Address structural comments. 4. Provide a window /door schedule including type and size. 5. Electrical sheet does not match floor plan. 6. Where is door to enter bathroom by play room? 7. Where is door to enter bathroom by dinning room? 8. Where is access to water heater? /v ia 4-LAx9 P Follow the procedures for submission of corrected plans for your re- submittal including providing an errata sheet. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 6/19/04 305 - 795 -2204 Miami Shores Village Building Department 305-522 1454 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o°- a' e• Job Name OP4,-toox 4 /9y,4- •CRITIQUE SHEET Ae z15" ceia- j''4'7 a-4rizcr.4 /7- p‘epi , e/5' e' c— .411 ' f e, ." es S AI/Z , c2- c e'i "4-e e .6/z- e- PA-�1-7— Ree w®7,0-47L9.1 ied4 c cedi VX (_cece,co r eft- J— ,e4/-)z- dedoeir.1' 'rip -At ce ›-'" 7.E -ea, ��-/ �2 19 /kei w_l-2 69 ‘(s9 /7 lee t6/° %6 e e !z rri- e G co-i eh- X -ec e,00X A�,4)-%L �y OPP ��� �� y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. "psza'"Ael',`" Job Name OW-. e/ L /S)fre 65' ELECTRICAL CRITIQUE SHEET $011. z ee `,r- ''if `42},-- °�J /2.�o d-`i)-C-1,, '- /a Z°Gce olCI' S ,ec042.4 %® e- ddLee, fr-e? i,s -7 z- A-AV - 44.1)- ll- r t',7- Dr `,eii 14,-,A.4 i.9A- A v ,o, /del wP a/r°d vPfL Si f 5 etrere ?ice CPC 70A-_5' re, R ei-a390- ,61-frsd frit e,-/ 0.4 54-A *11-'44 Pe-a.,0 Miami Shores Village Building Department bii\Y 1113)1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.7aw- -3191' Job Name qv4e,- V 4/ ELECTRICAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Rem Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NO. " 7 )' Job Name L/ ELECTRICAL CRITIQUE SHEET T000 89rON 19S17tELSSOZE ¢ d9dT1IA SaNONS IWdIW 6E:9t ti00E /9t'80 Moi1dlolai Miami Shores Village 8 2,3lby� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Page 1 of 2 7/22/04 THIRD CRITIQUE BUILDING CRITIQUE SHEET 1 2. Submit two sets of NOA's for mullions. BP 04 -307 Follow the procedures for submission of corrected plans for your re- submittal. 1111 0.,ve 5\4\09 — /4-1co ktew EteJ-ir:c4-1 _s4127d- 114+- 5cr-e-c'e S_C71.-WJ Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 7/22/04 305 - 795 -2204 FROM : PHONE NO. : NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO, `1 STATE OF FLORIDA: COUNTY OF MIAMI -BADE: 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: M i,\1441 2. Description of improvement: Oct. 07 2004 10 57AM P2 l lNI1hi13hlMIiiftfi Gl=int 0 }04RO782.3 4-6 OR 8k 22436 Ps 4836; (111 t RECORDED 09/08/2004 14:24:37 HARVEY RUVIN1 CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE yto 3. Owner(s) name and address: S1 r Jut) S7 Itif O Interest in property': • • —_ Name and address of fee simple titleholder: 4. Contractor's rkarne and add -C" a d tA i1O 1 ► �� w'4 -c , s c L 5_ Surety: (Payment bond required by owner from contractor, if a ) E of FLar tD = COUNTY C)r DAC7Ehe opy of Name and address' ! fe.T HEREBY G5RTlt=Y iret Mts. 15 y . a oay at' original Of n Amount of bond $ . ° `0 c Y ?Id 8PC/ C/Mci82 Se0. 6. Lender's name and address: .._ x r s 7. Persons within the state of Florida designated by Owner upon w om Otices or other docum provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: C ' L 1 c:1 is may/ be Ai•r S¢ iStr5i r, ed as 1 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration d r {° : f this Noti different d; ecifieci) 'Signe. Print Owner's Name Sworn to and subscrib Comm ent: (the expiration date is 1 year from the date of recording unless a Ar-v 1)16I I Prepared by 'tb ` 2O 64"- Address: Notary Public Print Not 3Q 1st f.'-' 1 OF i .IALNOTIhRY SE. PI FLORIDA My co ission expires: 12301.52 PAGE 4 8/02 COlv1MISOON No. nnv r.AMAN JON EXR FEB. 19, 2005 FROM : PUG -24 -2004 e Ei: ' 6 FPOM: TM 44 INDOW • PHONE NO. : 95- = -78I -359$ Aug. 24 2004 11:55RM P2 TO :3055741t$4 P.2 MlAM1 -D' COUNTY. FLORIDA iO�Mi�R METAC -DADS FLAMER l3UILD1NQ BUILDING CODE, COMPLIANCE E OFFICE McTF.O -PADR FLAMER BUILDING 140 WEST MIAMI, FLORID 33130 -1563 (3D5j #i� -��ai FA7C �30Sj 3iS -�9Q8 PR.C3€1 CT` + P.... i L N t3'�ICrE �__ _____ _ c rrraACror0I FAx (i05 :375 -29 3 Binning Pan American i N. W. 12S Street to 373 Fax t305y 3752558 Miami F 33161 cotere rdn OC RCEMEN r DWt5104 006)37S-2966 FAX 37S -Not PRODUCT CONTROL DWlSION (305) 395 -2902 FAX 005)377.-6339 You application for Notice of Acceptance (NOA) of; PA-8 Aluminum Mullions, Impact & Non Impact governing the use of Alters lviaterials and Types of under Chapter 8 of the Code of Miami-Dade County g �}, for acceptance by the Miami-Dade Construction, and completely described heteia, has been reoo� , that herein. County Building Code Compliance O Office (BCCO) under the conditions spec This NOA shall not be valid after the expiration date stated below. lBC rtes control the i h to ecure s product or material at any time from a jobsite or manufacturer plant A or suspend the product or material faits to perform in the approved manner, BCCO may revoke, mod*, approval, n it is use of such product or material isxtnrec�iat�ely. BCCO. reserves a meet right to revoke this requirements of the South Florida deter tninea by BCCO that this precinct or material fails Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 91:131443 ,iml : 0210112007 Esau! PRodrigrtex Chief Product Control Division I ADD O` PAGES * R SPECIFIC Al GENE 'Y`HiS 3S THE CO'V� = OMEMQ.19. BL G !CODE & PROD T RE'VIEW C . This application for Product Approval has been reviewed by the BCCO and approved by the Building Code artd Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above_ APPROVED. O3f4712OO Francisco J. Quintana, R.A. Director M iami -Dade Coul ty+ Office Code Comp! FROM : !-i?UI't: ' P! W1C{U!.IW s Pas America PHONE NO. : ,J - IX11'.JJJ) Aug. 24 2004 11:55AM P3 1 J1aWJJ 1L1 •J 1 ,� ACCEPTANCE No.: - 01.1214.03 APPROVED: February 7, 2002 ]fit _'ebru -al-s Ot17 ITIO S L SCOPE No. �0•di24.06, which was issued on June ig, 2000. It ]..1. This renews Notice of Acceptance (NOA) 'bed in Sect► 2 of this 1`�30A, renews the approval of a structer . clips mullion system, as � 1994 i ndi tan for 1f this NOd, designed to comply with he South Florida Building Code (SFRC), SFBC , do County, for the locations where the presses requirements, as determined by not exceed the Design Pressure Rating rues indicated in the approved "wings. ?„ PRODUCT DESCRIPTION ,! 4,r) �, Nolepaei Resistant and �.1 The i'.,�►► -8 Aluminum Mullions (1M x 3", 3-1/2", a ,t Resistant and its components shall be the PA-3 Aluminum Mullion E(1 -�S' x 4") P Drawing No 1'.A�•DBT.Yi'. Sheets constructed in strict carnp�ance with the following document: dated 01110/96, revised on 1QI2�fi8, 1 through 6 of 6, titled "Mullion," prepared by manufacturer., County Product Control , Gilliam M. Myers., P.E., rearing the Miarau Product signed and sealed by expiration date by the Miami•Dade County renewal stamp with the NOA number and exp' Control Division. This domment shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS used with aluminum windows with a current 3.1 This approval applies only to a clipped mullion. system Notice of Acceptirce, installed as shown in approved drawings. 4.1 4. INSTALL ATION and its components shall be installed in strict compliance with .1 "The structural ciYFP mullion system the approved drawings. to determine whether the installation requires a hurricane 42 Hurricane prote�� system (shutters): table in approved,�,awiag. protection system or mot, see corresponding 5. LABELING or lop, city. state and 5.1 Each unit shall bear a persanent label with the manufacturcr's nay S following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PEA REQUIREIvIENIS b copies of the following: 6.1 Apt lication for building permit,' shall be accompanied . Y ,c 6.1.1 This Noiice of Acceptance Duplicate copies of the approved drawings, as identified m Section 2 of this Notice f s of installation. l 1.2 Duf► P onents selected for the proposed �d,�,tatice; clearly loci to show �e ceamp pf�cia3. or the South Florida Building Code 6.1,E �y oth;er documents required by the Building (SFBC) in order to properly evaluate the installadon of this system, JJ Raul Rodriguez, Chief Product Control Division FROM : RUG -2i -2074 0; =:: _q FROM:-M WENDQ4 Binntis Paa kmer'ican PHONE NO. : 51$= -7S1 -3595 Aug. 24 2004 11: 56AM P4 TO: M55721454 P.4 ACCEPTANCE No.: 01.1214.03 APPROVED: P'eitu 7 2002 Febras 1 zoo? TI 0 A. PTt CE: ST ND C 1110 1. Renewal of this Acceptance (approval) shall be considered after a renewal application hes been filed and the original submitted documentation, including test supporting data engineering docents, are no osier than eight (8) years. 2. Any and all approved products shall be permanently labeled with the ma.nttfactureT's name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will :not be considered if: Code affecting the evaluation of this a) There has been a change in the South Florida Building product and the product is not.in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not complied with all the requirements of this acceptance; including the correct installation of the product'.` signed and sealed the required documentation initially d) %t: engineer who originally prepared, submitted is no longer practicing the engineering profession. 4. Any revision or change in the, materials, use and/or manufacture of the product or process shall automaticity be cause for termination of this Accept, unless prior written approval has been . appropriate fee) ate. granted by this office. requested (through the filing of a revision application with as 5. Any of the following shall also be grounds for removal of this ,Acceptance: a) Unsatisfactory performance of this product pis 'tzsing or any other b)M.lsuse of this Acceptance as an endorsement of any product, for sales, adver 6. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed ' literature. If any portion of the l of by the expiration date may be displayed in advertising Acceptance is displayed, then it shall be done in. its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents ole a it i pplies, s all be provided to tthe user by the manufacturer or its distributors the job site at all time. The engineer need not reseal the copies. 8. Fail= to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists E OF 'HIS , ACCEPTANCE Raul Rodriguez, Chief Product Control Division raNgagthall; 1.101mougamemollso a somaibmwi144,11111=6614.064. PRIG"Cir SWINNIMInnInOwlmtg:Ntweammatzlird.140%.1hpaoididiarat• *.art.....eawboor. 041100/1111r1.111A....". sialia.......11•011=4:::100011101■8$0:11:ta.W.WOMK0110..maxmmiwostuomuueratimmml... tom t. otameINIII. 4...14101.5=0.104■•••!...N..11.671.11/AL riara49-52 : ver..taireormrkotpalailw &AO hormelealiadodu padb...Nel•Trawatipialtwkweilii 11, All area +wawa. sar~lpatortaawarWromara, i Irlabarlaitaallial • lialoaclan.61dra m4h.a........"-- C. f.‘a..6.*avasidillis oalawabladVai Mat mearair, tapas wro.ows. wawa ilemoialisdallamakaaallamaIDsVaaaa 0414).3044yeigiNeallta aammisalbar mann* a 1 Ille.11. angw.lweldsollbd 11111$01UpprePIS• SQ. M. ail MP NOM= mat la N. lasawalaimatralapailas• • SISCIIISISIParalliatm 5, mascsai Argotrftim= . OCAPL HOW IKUM . £ MOW* . IliftiMillalqbibubli INBA.GIIIEVEre Pk_ 4.gpmwelueab...swor. Conattlig teraStien ....seam 1....11...8. LfraramAzzr..• 9301warillsber"..C. OM Ortarergas tiseittampswasomut.."="ens., - POW10411/51174Marwasmat -24-20Z4 06:19 FROM:-M WINDOW ID 01 8 (4 m 0 • • 'ON 3N0Hd ITC d44111ma rsesAx iw.a ?-. a e rerherroa segg w err.+eernrrtan E 1' zro' fl1.EIR i'I•IF alnnglitlrw Nracmge Ole .p.9YC�0 7r 3x rxeles niameitbM 13310011141 nruu.er�ga� M.bv.n�+m 4. &� law 174 elf -4. Vairififaigem sesuMillegt 0 mall IMOM .tiygrrs frabti SI lafeasit Wag" . pper�,, � A.6 ff +� ru itatEVElik WOt R ediAVw C .3G6 Mem% FL 331.3i •F STRUCTURAL UM.M i+J q'9 PFCAL INSTALLATION TION DiISI r l.c-0scw. 1 oarz� 11 0 n 4 MI CNIM W_L:NO W PS124SS a pl ON 2NOHd WtiLS :1 ti POW P ' 6 nU cri Tropi(gbiNiW M19 YY Li10 �rnlll[ PRODUCT RENEWED ramovrzta ssal>r.�lnlau + 101 , �rx F1R.10061 /107101 A4,141117AgNJ6 m 0 3 rio i s z °o ML A4 AIWA' ra•X IA CO t iro rot c11100106 P241"./0.C., wo•euc1. reratitittl • maw XAt AMS 41.550 p,rSr.GtlTM,. ,Ej.a' GUM ! . Yi iewa . +wngut q+tpsen�we iralCaf aitx om awanrwuui *Ian am aw¢cw: 4 t!a 410. • COP UJST/d1J1i JYPR IkbYdtkt811�L ` 1 PRODUCTIMEWND to accrpareetk. a1M net. °1' arstramorra .307 awxemooaeaccal ufuw cm= 'ROM t. Ante, WM, i.1:Ai3'YERS pi Conadtfog 939 YU e*z Ma4m1�AIlrea.Ft 33t3g 12651755-311.11t .151+1660 151 CEiI' f'ADncnrc E LA. Or sTFLUCTURAL ftaka• I 1∎161 r- _ac. MC W.t1'. Mt Street Mont }lurid#. 33157 005] d81 -91145 ANCHORING DETAILS Ewa 10444. 44e3 .C4 MOONIN IA -:W083 t7S:42LSIZIE:Q1 8d WU6S:TT POW P 'Einti .e 13i3.0MULL MAXIMUM 0E51G 4 IME55LIge5 1 "rrrrr m1rrrrrrrr '11111111291111.1111111111111 d `■t mewl g stannimilaigra u Ems a 1 WOW issco mad 40.col 450(0 sawn come Isms mew w 1 X 3.5 MULL MAXIMUM tt5I.GN r14 15513g15 +/ rrnim �. rrlri �r rrrrrrrrr srm.1lw r rrrrm mr. -- rrr•____ 0 Slaw IAA I. MOW Mull L 0°p p1 ___ .16.040 +frac axaoa Sa4-0aa GUM a sa000 Tadao 76.01), atib+.•...tw.e� ygrawkweA.9i.rF 'dmM q.y.ti.r�na,7m+ klikur rlleryl�' E.an mewl LC▪ l li ...r.uraA..se1C _!o/R 110eporW. ssea.uruw M,IMIJioeMm9Oveild*1 ma. kam..ar.teaemw oPPlormoomt naM.n+M..1r'+r" c.a▪ +•�'r "74.11^4 1.011�.e "W .. ma+MAW Idea n.V- •t..no.~4.1 w* %a.% wViWY aMan,md noeox. NffY ttrr u'P.r.ae.+yae —4.— ABPa7 i▪ .pp..ttfa roar 14.61,11614011. wok • more 'O▪ MdIILfiw y�. ro am elb Asti. C-Mlt 1 obwo. Muni Maw, FL =fn. gal 1.467411rAir. 4R4211. FLEr STRUCTURAL . raomwpa ,.aw+....a.E..ev.rba..alve.'AMA 1 X 4.0 MUU- MI4XIMUM DESIG PRESS +1- m rr r esisk 1113111111111.111111111111 MOM S111rrr 111L40111.4Liammilluill rr• ii rrr 1111111111111111.011111111111111 riozcgo • • i 0 I X4.5MUL MAXIMUM De51GN PRF56t1RE5 +1- ;111111rrrrrrrr lrrrrrrrr 'f,E'1rrrr 011 1ri rrrirrrr �rI 1111 r eanoo <aoaa roes asaao awe ciao loom gam six* Tom moor, w M11. CAJOCKY It L +. -w- iDACb MO Om. e25th s Aim Ilona C.614:0 is _ ' 1 X MUU- rakrolemoce O1ART5 -vex- T MGCNIM W1:14084 oiSti W 17S7TaSS02 : 01 'ON BNOHd 6d Wb6S:11 VOW bE '6nU ps4e0Y.YYIIM 1111111117ilivitaso kwurzari Oral •4' ILO XY.P MVOS. I R tiiKl 1I PAW.4 Jew -2 Jamb Detail Typical de Triple Detail Aura-Mat >1>A1%i1VrlA1E16 o7ei+gMle ego • Jaimb Detail Typical std Detail WM. 141 1.. �Ef 1 1 PA. Engismairs Mt NZ.. Pare.C44110 1.41a40110144/24. 331311 r1INSI11 a mil- gam balms . I.tW rMasMnitr. .1R9rt1L7.11 4.1,rr11mito 74036 AM.+rMtlIM 1111117 aril tame. �i .lrw 9.IH7fAiZ.r.e1 Waft tt+ Tl pr ■da1N0tr MODULI' Ittta3WEu atuvocask...11 -1111 e rioriimmis MONIN W_:WOW 'ON 2NOHd -,s 1-' CEI OTd Wd00:ET 1700E '17E MIAM- DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 NW 12 Ave. Pompano Beach, FL 33069 SCOPE: 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230"Outswing Door with Sidglites SMI APPROVAL DOCUMENT: Drawing No. W02 -95, titled "Series -230 Alum Out -Swing Door W /Sidelites (S.M.L) ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 10/11/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact i' V LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Theodore CI Co. Pc- NOA No 02- 1031.02 ate: December 26, 2007 t• December 26, 2002 Page I T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -95, titled "Series -230 Alum Out -Swing Door W /Sidelites (S.M.I.) ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 10/11/02. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3053, dated 07/01/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farroq Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05/21/06. E. STATEMENTS 1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. OTHER 1. Letter from Pistorino & Alam Consulting En _ , Inc. E -1 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1031.02 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 SUR'& E 1PPUED FA._ MUNnNS MAY BE USED 148" FRAME WIDTH 13" MAX. HEAD /SA1. \I I 11 O II II II II 11 11 II 11 II 11 11 33 3/8. D.L OPO. 37 S /8" SIDEUTE wiDTH r ,1 I I II II II II II II II II II it 11 11 5" MAX. HEAD/SILL CORNERS 25 1/2" D.L OPG. 34 1/2" 25 1/2" D.L OPO. PANEL WIDTH 34 1/2" PANEL WIDTH 71 1/8" DOOR FRAME WIDTH ( OXXO ) 33 /8" D.L OPG. • 37 8 /8" =ELBE WIDTH TYPICAL ELEVATION TESTED UNITS SURFACE APDLED FALSE MUNTINS MAY BE USED' 71 g,. FRAME r: 3T:1 1. HFAD � I O— I; ,/ II It , 1 ..1 /II g o\ - et \ /I // // it ;1 II \iNNl UQrr O \ END 11 11 II 1✓ / / / 5" MAIL MEAD /SILL CORNERS g SERIES -230 .ALUM OUT — SWUNG DOOR W/ SIDELITE$ D00RS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HION VELOCRY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 28 5/8" D.L OPG. 34 1/2" PANEL WIDTH 28 8/8" O.L OPO. 34 1/2" PANEL WIDTH FT.?, iY Holy 0,-031 WI tier Eng,1 DRS fARODO FU. PE / 10887 1 zj a gN goo 5 droving no. W02 -95 sheet 1 of g SIDEUTE - DESIGN WAD CAPACITY - PSF PANEL D&4E NSIONS GLASS TYPE A' WIDTH HEIGHT EXT. ( +) INT. (-) 3' -0' Y -0' 65.0 85.0 L 3' -1 5/8' Y -0' 65.0 85.0 90.0 8' -0' 65.0 65.0 3' -1 5/8' 6' -0' 60.8 80.6 DOORS WITHOUT SIDEUTE - DESIGN LOAD CAPACITY - PSF NOMINAL DOOR DIMENSIONS QLASS TYPE 'E' GLASS TYPE 'E' X XX EXT. ( +) INT. ( -) OIL ( +) W. ( -) S -1 7/16' X 8' -8' 8' -0' X B' -8' 53.3 90.0 80.0 90.0 3' -1 7/18• x 7.-0' 0' -0' X 7.-0' 53.3 90.0 80.0 90.0 3' -1 7/16' X 8' -0' 8' -0 X 8'-0' 53.3 90.0 80.0 90.0 own WITH STANDARD SIU. DOORS WITH 151 ADD-ON SILL RIB OR HI -RISE SILL OR FOR MRCS. WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE 37 7/16' MAX. / / / \ (X) 71 5/8" MA%. 75 3/4" MAX. ■ / / \ \ / / / (XX) (•x; 114 1/18' MAX. 109 15/18' MAX. 1 / /a • • (oxo) 1 \ \ / / / (XXO) (oxX) I1 114 t/18' MAX. (xox) APPROVED CONF1GURATION5 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELTTE DOORS WITH 9IDELRE5 SEE CHART A80VE FOR SIDE LITE CAPACITY USE LOWER VALUE OF SIDEUTE OR DOOR 0.510" OVERALL LAM. GLASS GLASS TYPE 'E' GLAZING DETAIL AT DOOR 9J53t$ ORS R00 FLA. PE a 15557 s. c. PER O 1 0 • 1 droving no. W02 -95 (sheet 2 of 6 TYPICAL ANCHORS SEE .1EV. FOR SPACING? TYPICAL ANC, RS 1BY SEE ELEV. FOR SPACING WOOD BUCK WI •.. Ow.ICTURES (STEEL OR ALUM. 1/(1' WIN. P ■,.k) STEEL :.y - 38 KSI WIN. ALUMINUM ! 8083 -T5 MIN. FiECID. FOR BIION LOADS ABOVE 85.0 PSF BOLT PENETRATION PENETRATION #14 SUS OR 1/4" DU. SELF DRILLING SCREWS WOOD BUCKS NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE acE a �•` . Z 2 BY —w000 BUCK L or6� .,„11 _1 2 oF TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" MA TAPCONS INTO WOOD BUCKS OR WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 28Y WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED. INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. ,j/1 B" art r D n T NAN S EWS lmrn 1 Fx OR FOUM INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy a 38 KSI MIN. ALUMINUM : 6083 —T5 MIN. SEALANTS: AFperMMeoylyiprkNie FRAME CORNERS AND CUEING BEAD TO PANEL SEALED FWib Cede WITH WHITE COLORED SEALANT. OBM VI •r. SEAMS BETWEEN MUWON AND JAMBS SEALED WITH SILICONE. • Tal,V1r4c.1 A•Y #8 SIAS AT 12" O.C. REID. FOR ESIGN LOADS ABOVE +53.3 PSF 3/8" X 3 8' 1/2" FROM ELL ENDS TYPICAL ANCHOR TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPAWNO OPTIONAL H1 —RISE SJ, HINGES; AND ONE ANMALSPAN OF HINGES, AT 11" FROM EACH END LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM ZF ACTIVE AND INACTIVE LEAFS 10 BE ENDAOFD DURING PEB1003 OF HURRICANE WARNING) Ergs DS FARDOO M. PE # 18857 2002 a 1 a f, 0 1 1 k drawing no. W02 -95 sheer) 3 of B 2BY WOOD BUCK 1/4' MAX. SHIM N'ED'• t3R I30 DESIGN LCt0s ABOVE 85.0 PSF DES$,N LOADS ABOVE 8.0 NSF LEAF REINFORCING FOR LOADS ABOVE 85.0 PSF #14 X AT 1 TYPICAL ANCHORS SEE ELEV. FOR SPACINO REIM. FOR DESIGN LOADS 85.0 PSF OR LESS RE/20. FOR G fD DESXWN LOADS ,85A PSF OR LESS ME1J fir_' ;W i =1111 1.0 • a O. if op a 81g O n U ,_1/4. 5113 � �s S' O.C. MAX. (a s _ TYPICAL ANCHORS FORT SPACING SIDELOE WIDTH OVERALL FRAME WIDTH EXTERIOR 7m 0 ndo r TYPICAL ANCHORS TYPICAL. ANCHORS SEE ELEV. FOR SPAC)NG SEE ELEV. FOR SPACING 1/4' MAX SH8 MIN.. LEAF WIDTH FRAME WIDTN TYPICAL ANCHORS 2 PER CLIP A#116NMr ] MrBM YJt3� emirs STR FAROOO Flu PE / 16537 Framing og -95 (sheet 4 o 8 ) FRAME HEAD TM -038 000R JAMB /SIDELRE FRAME OW 36572 3.375 -»f �,�,.. j: r 1 J U 873 3.830 3.509 MULLION TM -054 FLUSH BOLT' GUIDE CW -27646 440 L 625 FRAME SILL GW -28515 DOOR TOP & BOTTOM RAIL 71.1 081 .574 .375 WEATHER -STRIP ADAPTER GW -31826 .383 L 280 .675 .415 DECORATIVE MOULDING GW -38737 L' 320 OW 37888 6.878 CENTER HINGE 0.310 HINGE PIN 3.681 11JG2 -26 . 543 X 3/4' HOME CAP /10 .H. SMS/2 DOOR HINGE STILE. GW -36935 7689 DOOR LEAF STILE OW 36048 HINGE ASSEMBLY 1213 443 GLASS STOP GW -31958 .429 ASTRAGAL REINFORCEMENT TM -075 2.895 HINGE REINFORCEMENT 78 -052A ITEM 0 ! PutT / I QUANTITY DESCRP YION MATERIAL k' .NI .!S.PPL:EE/REMMA. 1 TM -038 1 FRAME I!EAD 8063 -15 - 2 OW 28815 1 FRAME SILL 6063 -T5 - 2A OW 37319 1 ALT. FRAME S81 6063 -75 - 3 OW 38572 2 FRAME JAMB 8003 -75 - 4 OW 38048 1 PANEL LOCK 51I1E 6083 -75 - 8 OW 35935 1 PANEL HINGE SIRE 6083 -75 - 8 01-081 2 PANEL TOP/BOTTOM RAIL 8053 -75 - 7 13W 31825 4 WEATHERSTRIP ADAPTER 6053 -T0 END OF DOOR 511LE5 (TOP/BOTTOM) 8 CW 37559A 2/HINGE ASSY. TM OUTER BUTT ISNOE 6053 -T6 DOOR PANEL/FRAME HINGE 510E 9 OW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 8083 -T8 000R PAIIEL/FRAME HINGE SIDE 10 OW 32222 2 DOOR LOCK INSERT 8083 -75 Leek nu 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 it 1/6' MM. CAP AILMINl111 3' LONG 12 - 2/LEAF 1M FLUSH BOLT ASSEMBLY ALUMINUM DOOR LOCK SIRES 13 0837055 AS READ. HEAD RIONF RCOp BAR, I2' LONO 6083 -T5 AT MID SPAN 14 6137056 AS RECD. SRL REINFORCING BAR. 12' LONG 6083 -75 AT MID SPAN 15 - - - - - 18 4037 AS REQ'O. 'ULTRAFAB' CENTERRN WOOLPILE WOOL LOCK STILES. JAMBS, NEW. SILL 17 GW 27646 3 /1FJW FLUSHBOLT GUIDE 6063 -73 LOCK STLES ENDS (TOP/BOTTOM) 18 - 1/HNGE 7/32'0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 19 - - - - - 20 - AS RECO. 110 x 1/2' F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/211 THREADED ROD. WASHER & NUT STEEL TOP /BOTTOM END TADS 22 SERIES 40D 1 KW8SET KNOBLOCK - ACTIVE LEAF 23 SERIES 600 1 KWBOZET DEIDBGLT - ACME LEAF 24 - 2/MNf6 ASSY. 81806 BUSHING PLASTIC HINGE ASSEMBLY 23 - 36 OUST PLUO (OPTIONAL) PIASRC COOT JAMB INSTALL. SCREW HOLES 28 - AS RE30. 110 x 1' P.H. US. (ASSY. SCREW) 51EEEL.. DOOR FRAME MEMBERS /MULL CUPS 27 - 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 28 - - - - - 29 1 SILL ADAPTER (1' X 1' X 1/18' TUBE) ALUM - 30 111-0524 - HN6E REINFORCEMENT 8105 -18 92 -1/2' LONG 31 TM -051A 1 ASTRAGAL RENFORCEMENT 8083 -75 DOOR LOCK SOUS 33 - - - - - 34 18-054 2 MUWON 6083 -T5 salmi 0008/5006 ARE JAMBS 35 GM 31956 4 CLASS STOP ' 6063 -75 SIDE LITE GLAZING PERIMETER 38 - 2/MULL 2'x 4'x 2 7 /8'x 1/6' CUP ALUM. TOP & 800704 OF MULL 37 0W 38737 OPTIONAL O.O. DECORATIVE MOULDING 5,063.45 DOOR PANEL PERIMETER }BEAD .463 .509 .600 .060 2.042 SILL REINFORCING BAR GW -37058 'bi6n DR. HUMAYOUN FAR000 STRUCTURES FAA PE % 16557 .yam z;Rv t ‘,7 gg a'4 N I 8 o t C6.) i 1 a A 1 drawing no. W02 -95 (eheet5of 8U FRAME TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER . DR. ES MOOR FIA. PE % 1eesr ;gQFr'i b 2Du 8 rdrmring no.) j (sheet of 8 ) M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SU11R 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been .reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 AEU 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) ✓ APPROVAL DOCUMENT: Drawing No. S605-LM., titled "series 605 single Hung window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07-23-01 and last revised on 06 -07 -02, signed and sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 01- 0703.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L '11-p/P/' NOA No 01 -0703.01 iration Date: July 05, 2007 royal Date: July 05, 2002 Page 1 NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS.' 48 1/4" x 37 1/2" MAX. D.L.O. STEEL REINF. (7/16" GLASSLAM SAFETY -PLUS) .(5/16" SAF -GLAS) SERIES 605 SINGLE HUNG (REINFORCE ®D. LARGEST TESTED UNITS (VIEWED FROM EXTERIOR) SCALE: 1/2" m 1. -0" I REINFORCED DESIGN PRESSURE (PSF) SEE CHART #3 (SHEET 4 OF 5) GLAZING: 7/16" GLASSLAM WATER RESISTANCE TEST: 12.00 PSF (W /0 CAP BEAD AND NO SCREENS) (BASED ON TEST REPORT: CTLA 193W -2) TEST REPORT: CTLA 416W -1 c o i CI cc DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) SEE CHART #1 (SHEET 3 OF 5) SEE CHART #2 (SHEET 3 OF 5) GLAZING: 5/16" SAF -GLAS GLAZING: 5/16" SAF -GIAS W.R.T.: 12.00 PSF • (W /0 CAP BEAD AND NO SCREENS) (BASED ON TEST REPORT: W.R.T.: 17.00 PSF (WITH CAP BEAD • AND NO SCREENS) CTLA 193W -2) TEST REPORT: CTLA 416W -1A DRAWING INDEX SHEET 1. - GENERAL NOTES, ANCHOR NOTES, TYPICAL ELEVATIONS AND ANCHOR LAYOUT SHEET 2. -CROSS SECTIONS AND BILL OF MATERIALS SHEET 3. - INSTALLATION FASTENER CHARTS FOR 5/16" SAF -GLAS. SHEET 4. - INSTALLATION FASTENER CHARTS FOR 7/16" GLASSLAM SAFETY -PLUS. ♦ SHEET 5. -PARTS UST J GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS CTLA 193W -2 AND CTLA 416W -1 /1A AS USTED ACCORDINGLY FOR EACH UNIT. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY (SEE ANCHORING NOTES BELOW) 3. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. TWO (2) 5/8" SPIRAL BALANCES. - LOCATE ONE (1) AT EACH JAMB. B. TWO (2) SURFACE MOUNTED METALLIC CAM LOCKS, LOCKING INTO A GROOVE IN THE FIXED MEETING RAIL, WITHIN 5 1/2" FROM EACH END. C. TWO (2) ALUM. VENT STOPS, 4 1/2" LG. - LOCATE ONE AT TOP OF EACH JAMB. D. FOUR (4) VINYL SASH GUIDES. - LOCATE TWO (2) AT EACH JAMB STILE OF THE OPERATING VENT. WITHIN 2 3/8" FROM THE BOTTOM OF THE VENT AND WITHIN 2" FROM THE TOP. E. TWO (2) BALANCE CUPS. WITH LD. MARK "6914 " - LOCATE ONE (1) AT THE BOTTOM OF EACH JAMB RAIL OF THE OPERATING VENT. F. TWO (2) EXTRUDED ALUMINUM BALANCE COVERS. - LOCATE ONE (1) IN EACH FRAME JAMB. 4. WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT FRAME SILL FLANGE, FIXED MEETING RAIL, VENT MEETING RAIL AND EACH JAMB RAIL OF VENT (ON THE INTERIOR AND EXTERIOR.) B. DOUBLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT VENT BOTTOM RAIL. C. ONE (1) 1 3/8" LONG STRIP OF SINGLE ROW. WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT EACH END OF FIXED MEETING RAIL. D. ONE (1) WOOL PILE PAD. 1 1/2" X 7/8" X .750" HIGH. - LOCATE AT EACH SILL CORNER. E. ONE (1) WOOL PILE STRIP, 1 3/8" X 1/2" X .350" HIGH. - LOCATE AT BOTTOM RAIL INTERIOR, VERTICAL UNDER UFT RAIL BUTTED TO STILE. 5. PROVIDE TWO (2) WEEP NOTCHES 1 3/16" LONG X LEG HEIGHT. - LOCATE ONE (1) AT EACH END OF THE SILL EXTRUSION INTERMEDIATE AND SCREEN RETAINER LEGS. 6. GLAZING METHOD: EXTERIOR GLAZED WITH ADHESIVE BACK BEDDING COMPOUND AND EXTRUDED ALUMINUM ANGLE (1 /2 "x1 /2 "x1 /16"THK.), SECURED WITH #8 x 1/2" P.H. SMS.. AT 8" FROM ENDS AND ONE AT MID -SPAN. 7. ALL STRUCTURAL FRAMING MEMBERS ARE ALUMINUM ALLOY 6063 -76. 8. NO SHUTTERS REOUIRED FOR THESE INSTALLATIONS -/ ■ ANCHORING NOTES A. INTO STRUCTURAL CONCRETE CONSTRUCTION; 1. TYPICAL ANCHOR TYPE 1S 1/4 "0 TAPCON AND 1 1/4" EMBEDMENT DEPTH FOR 2000/4000 PSI STRUCTU- RAL CONCRETE AND HOLLOW CONCRETE BLOCK. 2. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUO UNES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION. DRAWN PERPENDICULAR TO THE FRAME (SEE ELEVATIONS) 3. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND CONCRETE SUBSTRATE IS 1/4 ". 4. MINIMUM 1/4 "0 TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK IS 2 1/2" 5. MINIMUM SPACING BETWEEN ADJACENT 1/4 "0 TAPCON IS 3 ". 8. INTO ALUMINUM SUBSTRATE; 1. TYPICAL ANCHOR TYPE IS SAE GRADE 5 1/4 "0x3 /4" SHEET METAL SCREW 2. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEEVATION. MAXIMUM ANCHOR SPACING REQUIREMENTS: (SEE NOTE 1 ON SHEET 3 AND 4 OF 5) ARG P.E. 14; 1 413 - "N, 3 324• G%%2 FLORIDA No.35686, CIVIL 1?1oasam>�wCYRNE Oft SVttiaSe�Abe2- 0a-2-4 NOM cz - con3. t7).. �D1�DdeAridQa� sy 15L4� (,L14,A.4 S 2 0 0 o O U O d Z_ � z Z ce 2 1_, J Q O G- Z N o O U) �o to to 2 Cr W W W U Low sts�o SSG i DRAWING Na S605 —LM SHEET 1 OF 5 SEALANT 0.060' POLYESTER 1/8" ANN. GLAS 1x WOOD BUCK WITHOUT SILICONE CAP BEAD 0.010' P.E.T. FILM 0.060" POLYESTER _ 1/8" ANN. GLASS .500" GLASS BITE 1/4 MAX. SHIM Co 7/16° OVERALL LAMINATED (GLASSLAM SAFETY —PLUS) BY NEBULA GLASS INTERNATIONAL INC. 0.070" POLYCARBONATE 1/8" ANN. GLASS 1/8" ANN. GLASS WITHOUT SILICONE CAP BEAD WITH SILICONE .500" CAP BEAD GLASS BITE IY 0 w W O E2 5/16" OVERALL LAMINATED (SAF —GLAS) BY SECURITY IMPACT GLASS HOLDINGS L.L.C. GLASS OPTIONS SCALE: FULL SIZE 1 1/4" MIN. EMBED. INTO CBS (TYP.) BILL OF MATERIALS ITEM OTY. PART No. MATERIAL DESCRIPTION LOCATION 1 1 CW- 36763 6063 —T6 FRAME HEAD WINDOW FRAME 2 1 GW -37731 6063 —T6 FRAME SILL WINDOW FRAME 3 2 GW -31445 6063 —T6 FRAME JAMB WINDOW FRAME ' 4 1 ow-36706 6063—T6 MEETING RAIL WINDOW VENT 5 1 GW- 36685 6063 —T6 VENT TOP RAIL WINDOW VENT 6 1 GW -37730 6083 -76 VENT BOTTOM RAIL WINDOW VENT 7 2 GW- 31134 6063 —T6 VENT JAMB STILE WINDOW VENT 8 2 GW -31470 6063-15 VENT STOP FRAME JAMBS (TOP) 9 4/VENT 19 -5' 6063 -75 GLAZING BEAD ANGLE WINDOW VENT 9A 12/VENT - -- STEEL 48 x 1/2" P.H SCREW GIAZING CHANNEL PE'IM. 11 (1) STRIP 4037 FIN SEAL WEATHERSTRIP MTG.RAIL /FRAME SILL 13 (1) STRIP 2240 FIN SEAL WEATHERSTRIP VENT TOP 14 (2) STRIP 3722 FIN SEAL WEATHE TRIP VENT JAMB STILES 15 2 1 1/2 x7/8 x3/4 NSEAL PAD FRAME SILL CORNERS 17 2 GLASS 7/16" SAFETY —PLUS ANN. LAM. WINDOW FRAME/VENT WINDOW FRAME /VENT 18 2 GLASS 5/16" ANN. LAMI. SAF —GLASS 19 AS REO'D SILICONE STRUCTURAL GLAZING FRAME /GLASS 20 SEE ELEV. STEEL 1/4 "0 TAPCON BY ITW BUILOEX FRAME PERIMETER 21 2/VENT CAST LATCH LOCK VENT TOP 22 4/VENT NYLON VENT GUIDE VENT INT. CORNERS 23 2/VENT CALDWELL SPIRAL BALANCES AT FRAME JAMBS 24 2 NT WVR -9302 VINYL BALANCE COVER FRAME HEAD /JAMBS 25 2/VENT N69 CALDWELL BALANCE CLIP VENT BOTT, CORNERS 26 2 STEEL 412 x 3(4" P.H. SMS (1) AT EACH BALANCE 27 8 STEEL 412 x 1 P.H. SMS FRAME CORNERS 28 8 STEEL 10 x 1" P.H. SMS VENT CORNERS 29 4 STEEL 18 x 3 4° F.N. SMS. (2) AT EACH LATCH 30 4 STEEL 46 x 3/8" F.H. SMS. AT EA. PLASTIC GUIDE 31(") 1 STEEL 1x1 3/16x3/4x1/8" CHANNEL AT VENT TOP 32 2 ALUM. 1x1/4 THK.x4" LONG BAR (1)AT EA. MTG. RAIL END 33(") 1 STEEL 1/2x1x1/2x1/8" CHANNEL AT MEETING RAIL (") DENOTES FULL LENGTH P.T. 1x W000 BUCK (BY OTHERS. TYP.) SEE NOTE BELOW R1® 1 1/4" MIN. EMBED. INTO 2000 /4000 PSI I - CONCRETE (TYP) INTERIOR �Slsilf r-!Wu SEALAN 1/4" MAX, SHIM 1x WOOD BUCK EXTERIOR F 1/4" MAX. *TYP. INSTALL WINDOW WIDTH P.T. 1x W000 BUCK SEALANT (BY OTHERS) SEE NOTE BELOW 2 1/2" MIN. - EDGE DISTANCE TYP. INSTALLATION INTO HOLLOW CONCRETE BLOCK OHORIZONTAL SECTION SCALE: HALF SIZE BALLARa L. ARG , P.E. 844 91 R" CE ON i' 33324 TYP. HEAD AND SILL S1'ALIATION INTOINTO CONS VERTICAL SECTION SCALE: HALF SIZE WOOD BUCK INSTALLATION NOTE: WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENG OF RECORD (TYP.) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS. FLORIDA No.35686. CIVIL DRAWING No$ S605—LM SNEET 2 OF 5 INSTALLATION FASTENER CHART # 1 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5/16" OVERALL LAMINATED (SAF4LAS) 313/16 SILL IEIGHT WITHOUT $IUCONB CAP BEAD. WATER RESISTANCE TEST:12.00 PSI, SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REVD ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (In.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES 1 2 19 1/8 28 +80.0 -99.3 2 4 1 3 19 1/8 38 3/8 +80.0 -99.3 2 4 1 4 19 1/8 50 5/8 +80.0 -99.3 2 4 1 4.5 19 1/8 56 5/8 +80.0 -99.3 2 5 1 5 19 1/8 63 +80.0 -99.3 2 6 1 6 19 1/8 76 3/4 +80.0 -99.3 2 6 H3 2 26 1/2 26 +80.0 -99.3 3 4 H3 3 26 1/2 38 3/8 +80.0 -99.3 3 4 H3 4 28 1/2 50 5/8 +80.0 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +80.0 -99.3 3 5 113 5 26 1/2 63 +80.0 -99.3 3 6 H3 6 26 1/2 76 3/4 +80.0 -88.0 3 6 2 2 37 26 +80.0 -99.3 3 4 2 3 37 38 3/8 +80.0 -99.3 3 4 2 4 37 50 5/8 +80.0 -94.2 3 4 2 4.5 37 56 5/8 +80.0 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 MODULAR 512E CODES 20 70 24 84 +80.0 -91.3 2 7 20 76 24 90 +80.0 -87.8 2 7 20 80 24 96 +80.0 -84.9 2 8 20 86 24 102 +80.0 -82.2 2 8 NOTE 1: INSTALLATION FASTENER CHART #2 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5/W OVERALL LAMINATED 03AF- GLJL9) 313/16" WU. HEIGHT WITH SILICONE CAP BEAD. WATER RP SIT.TEST•17.0PSF) SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REVD ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES • 1 2 19 1/8 26 +99.3 -99.3 2 4 1 3 19 1/8 38 3/8 +99.3 • -99.3 2 4 1 4 19 1/8 50 5/8 +99.3 -99.3 2 4 1 4.5 19 1/8 56 5/8 +99.3 -99.3 2 5 1 5 19 1/8 63 +99.3 -99.3 2 6 1 6 19 1/8 76 3/4 +99.3 -99.3 2 6 H3 2 26 1/2 26 +99.3 -99.3 3 4 H3 3 26 1/2 38 3/8 +99.3 -99.3 3 4 H3 4 26 1/2 50 5/8 +99.3 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +99.3 -99.3 3 5 . H3 5 26 1/2 63 +99.3 -99.3 3 6 H3 6 26 1/2 76 3/4 +38.0 -88.0 3 6 2 2 37 26 +99.3 -99.3 3 4 2 3 37 38 3/8 +99.3 -99.3 3 4 2 4 37 50 5/8 +94.2 -94.2 3 4 2 4.5 37 56 5/8 +81.8 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/13 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 MODULAR SIZE CODES 20 70 24 84 +91.3 -91.3 2 7 20 76 24 90 +87.8 -87.8 2 7 20 80 24 96 +84.9 -84.9 2 8 20 86 24 102 +82.2 -82.2 2 8 1. HEAD AND SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM ENDS, AND 13" 0.C. MAX. (SINGLE ROW) 2. JAMB FRAME ANCHORS: LOCATE ANCHORS 6" FROM ENDS, ONE ANCHOR AT 4 3/4" ABOVE THE MEETING RAIL CENTER LINE AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER UNE, AND 15 3/8" 0.C. MAX. (SINGLE ROW) 3. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED, TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS. Approval asentplyleaved: die iWIkCook T Y WOAD TMYeIti4 • t L.l 0 Z rc 8 0 3 w O U G: Z Z 0 w z = r w a. o cn • v, w w c� N gg sg 8 8 8 8 z° CRANING No.. S605-LM SHEET 3 OF 5 INSTALLATION FASTENER CHART #3 BASED ON TEST REPORTS: CTLA- 416W -1 AND CTLA -193 -2 (WATER TEST) GLAZING: 7116' OVERALL LAMINATED (6LASSLAM SAPLm •PLUS) 313/16' TALL MINT VATNOUT EUCONE CAP BEAD, WATER RESISTANCE TEST: 1E.00 FSF SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REQ O ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (in.) HEIGHT in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES 1 2 19 1/8 26 +61.0 -61.0 2 4 1 3 19 1/8 38 3/8 +61.0 -61.0 2 4 1 4 19 1/8 50 5/8 +61.0 -61.0 2 5 1 4.5 19 1/8 56 5/8 +61.0 -61.0 2 5 1 5 19 1/8 63 +61.0 -61.0 2 6 1 6 19 1/8 76 3/4 +61.0 -61.0 2 7 I.H3 2 26 1/2 26 +61.0 -61.0 2 4 H3 3 26 1/2 38 3/8 +61.0 -61.0 2 4 143 4 26 1/2 50 5/8 +61.0 -61.0 2 5 H3 4.5 26 1/2 56 5/8 +61.0 -61.0 2 5 H3 5 26 1/2 83 +61.0 -61.0 2 6 143 6 26 1/2 76 3/4 +61.0 -61.0 2 7 2 2 37 26 +61.0 -61.0 3 4 2 3 37 38 3/8 +61.0 -61.0 3 4 2 4 37 50 5/8 +61.0 -81.0 3 5 2 4.5 37 56 5/8 +61.0 -81.0 3 5 2 5 37 83 +61.0 -61.0 3 6 2 6 37 76 3/4 +58.9 -58.9 3 7 3 2 53 1/6 26 +61.0 -81.0 3 4 3 3 53 1/8 38 3/8 +61.0 -61.0 3 4 3 4 53 1/8 50 5/8 +61.0 -61.0 3 5 3 4.5 53 1/8 56 5/6 +54.4 -54.4 3 5 • 3 5 53 1/8 63 +48.3 -46.3 3 8 3 6 53 1/8 76 3/4 +39.9 -39.9 3 7 MODULAR SIZE CODES 20 70 24 84 +81.0 -61.0 2 7 30 70 36 84 +55.2 -55.2 3 7 40 70 48 84 +45.2 -45.2 3 7 20 76 24 90 +61.0 -61.0 2 8 30 76 36 90 +51.3 -51.3 3 B 40 76 48 90 +42.2 -42.2 3 8 20 80 24 96 +61.0 -61.0 2 8 30 80 36 96 +47.7 -47.7 3 8 20 86 24 102 +61.0 -61.0 2 8 30 86 36 102 +44.6 -44.6 3 8 NOTE 1• OPTIONAL SUBSTRATES 1 . ALUMINUM MULLIONS FH. SMS. (SAE GRADE 5 STEEL. MIN.) ALUM. MULLION (SEE MULLION N.0A UNDER SEPARATE APPROVAL) WINDOW WIDTH TYP. INSTALLATION INTO RECTANGULAR ALUMINUM TYPE MULLION MIN. WALL THICKNESS -.062" MIN. ALLOY =6063 -T5 MAXIMUM ANCHOR SPACING REQUIREMENTS; 1. HEAD AND SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM ENDS, AND 21 1/16" 0.C. MAX. (SINGLE ROW) 2. JAMB FRAME ANCHORS: LOCATE ANCHORS 6° FROM ENDS, ONE ANCHOR AT 4 3/4" ABOVE THE MEETING RAIL CENTER UNE AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER UNE, AND 13 5/8" 0.C. MAX. (SINGLE ROW) 3. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED. TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS. #14 x'5/4" FH. SMS. (SAE L. 5 MIN ALUM. MULUON (SEE MULLION N.O.A. UNDER SEPARATE APPROVAL) SEALANT WINDOW WIDTH -� TYP. INSTALLATION INTO FLANGE ALUMINUM TYPE MULLION MIN. WAU. THICKNESS ==.062° MIN. ALLOY - 6063 -T5 Aticiangd Pkilda a++°vihthe 0 0 8 �0y 3 w o 0 c, o z � y CL Z N w J CO 01 N Fr o W w rn 1 s s g 0 io SHEET 4 OF 9 • 2 ' V / / 0.125 l //A . - > � Sy 1 S(Aa5_� • Lb�h q S °o g n - z m I li o 8 1 z g .--1 3.245' 0.082" I I A.,,, n n Lv r— 3.042' 0.888" m n 0.082 0 � ci Z (Xi Ci < 4. 1--1.000----1 ITEM Ig STEEL REINFORCEMENT (INTO THE MEETING RAIL -FULL (SCALE: FULL SIZE) CHANNEL LENGTH) 0.500- I VENT SCALE: 1.186. GW 1-- 31134 JAMB HALF STILE SIZE 3.073' GW 36763 FRAME HEAD SCALE: HALF SIZE 0.685" _ " 3.141 GW 37731 FRAME SILL SCALE: HALF SIZE (1 t g j SERIES 605 SINGLE HUNG WINDOW LARGE MISSILE IMPACT (REINFORCED) r_1 .375 ".1 X1.375 "1 Lr- 1.500- o QQ 0.062• "i 0.125• STEEL (INTO �i REINFORCEMENT THE (SCALE: / L 1000•— ITEM ® VENT 70P -FULL FULL SIZE) / h / CHANNEL LENGTH) j— �_ § N i G r SCALE: —1- GW 31470 VENT STOP HALF SIZE 0.062' I. 1. o SCALE: 1.875•, Ow 31445 FRAME JAMB HALF SIZE 0.500') GW 36685 VENT TOP RAIL SCALE: HALF SIZE BALLARD L. ARGUS. P.E. 84- 91 TERRACE 33324 � . ON, / / / ^ O5'S 11 ,.. Y y In 0 1 1.375' O.B38" -T 7 -� �.S0 �O0• 0.052* 0.935 "I -- • ALUMINUM (INTO THE (SCALE: 0 L ITEM MEETING \ BAR RAIL FULL (-- 0250- 1 ® -4" LONG AT EACH END) SIZE) P. csi CI OA62` M1 s o o 0.500" -- ---- -I + good o 0.082 "-4 ITEM 19 -56 GLAZING BEAD (SCALE: FULL ..§ p ANGLE SIZE) FLORIDA No35686, CIVIL ; '''a' a a i 1� f 0.486-J • GW VENT SCALE: I es" 36706 MEETING RAIL HALF SIZE 1 VENT SCALE: 1.375• -1 GW 37730 BOTTOM RAIL HALF SIZE DRAWING No.: S6055—LM, ( SHEET a OF 5 3 I MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUIT 1 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach, FL 33069 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_ - Comity)- 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 tie 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 High Velocity Hurricane. Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window - Impact t/ APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07 /11 /03 last revised on 12 -05 -03, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade Comity Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at request of the Building Official. This NOA consists of this page 1 and evidence page fi ocument mentioned above. The submitted documentation was reviewed by Isha NOA No 03-0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 Page 1 O SILICONE TREMCO TREMGUSE 5500 SILICONE DOW CORNING 995 ®3/16" X 1/2" GLAZING TAPE 3/16' ANN. GLASS .060" POLYESTER SAFELY PLUS .010" PET 060' POLYESTER SAFETY PLUS 1/8" ANN. GLASS 0 90 SILICONE DOW CORNING 995 GLASS TYPE 'A' 'GLASSLAM SAFELY PLUS' BY NEBULA GLASS INTL INC. 3/16" HEAT STREN'D GLASS .120 INTERLAYER LNEKOL -U0. RESIN 3/16" HEAT STREN'D GLASS ® SIUCONE TREMCO TREMGLAZE 5500 O SIUCONE TREMCO TREMGLAZE 5500 SIUCONE DOW CORNING 995 #10 X 1 -1/4' P.H. SMS AT 22" O.C. GIASS TYPE 'UVEKOL' BY UCB CHEMICAL CORP. i 0 3/16' ANN. GLASS .060" POLYESTER .010" PET - 060" POLYESTER 3/16" ANN. GLASS 3/16" X 1/2" GLAVNG TAPE GLASS TYPE 'E' 'GIASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. 3/16" HEAT STREN'D GLASS .015 ADHESIVE BY SIG. .070" POLYCARBONATE BY SIG. .015 ADHESIVE BY S.I.G. 3/16' HEAT STREN'D GLASS ®SILICONE TREMCO TREUCLAZE S500 GLASS TYPE 'D' 'SAT-CLAW BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS 6" MAX. FROM ENDS FALSE MUNTINS SURFACE APPLIED .OPTIONAL 11 1/2” MAX. HEAD /SILL g II 11 �I I _ I o II - 1I II 11 II I II II II II I1 II II 1 II 11 11 11 II 11 �t===="I1 Ii , II II �1 1I Ti 1, 1, , %r' li 11 !i 11 11 � / !i 11 1, 1, 1, I, Ii �I � i 11 11 �I II 11 11 II ,1 11 I, 11 11 ;I 11 11 1I I 11 II 11 I u II .I D.L OPG. WINDOW WIDTH 3/16' TEMP. GLASS .015 ADHESIVE BY SIG. .070" POLYCARBONATE BY S.LG. .015 ADHESIVE BY S.I.G. 3/16" TEMP. GLASS SIUCONE 6E1200 INSTALLATION i TEN ERS STAGGERED PAIRS Now1 Q GLASS TYPE '5" .SF -GLAW BY SECURITY IMPACT GLASS HOLDING INC. TYPICAL ELEVATION SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 8 Ioa APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS HOLDING CURRENT NOA. THIS PRODUCT I5 DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND TO BE REVIEWED BY BLDG. OFFICIAL ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONC1TIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF DRS APPROVAL: . ADP'org1 as complying with Dvtidtawigliartdb NOAS o �} F3ira• Miami Dooktglimi By SGA1 }. 1-.(utaga En9r GN. „HJ AYY AR000 . F.A. PEI 16!i37 C.A.N. 3536 c:EC 1 1 200; 0 drowi -- W03 -52 (sheet 1 of 4 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE GLASS TYPE 'C' GLASS TYPE 'D' GIASS TYPE 'E' WIDTH LENGTH EXT. ( +3 INT. ( -3 EXT. ( +3 INT. ( -3 EXT. ( +3 INT. C-3 EXT. ( +3 INT. ( -3 EXT. ( +3 INT. (-3 36" 42' 48' 54' 6o' 88' 72' 48' 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 54.6 54.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 47,8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 xx XX 57.9 57.9 75.0 75.0 90.0 90.0 95.0 X xx 54.6 54.6 75.0 75.0 90.0 90.0 95.0 95.0 X X X xx xx 75.0 75.0 90.0 90.0 95.0 95.0 36' 42' 48' 54. 60' 88' 72" 60' 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 52.3 52.3 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X 57.9 57.9 75.0 75.0 90.0 90.0 95.0 95.0 xx xx X xx 75.0 75.0 80.0 80.0 95.0 95.0 X X xx X X 72.0 72.0 72.0 72.0 95.0 X X X X X X X X 72.0 72.0 72.0 72.0 95.0 95.0 X X xx X X X 72.0 72A 72.0 72.0 90.3 90.3 39" 42" 48' 54' 6o' 66' 72' 72' 52.9 52.9 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 xx X 58.0 56.0 75.0 75.0 90.0 90.0 95.0 95.0 X X xx XX 75.0 75.0 90.0 90.0 95.0 95.0 X xx X xx 75.0 75.0 80.0 80.0 95.0 xx X xx xx 72.0 72.0. 720 72.0... 90.3 90.3 X xx X XX X XX xx xx 82.1 82.1 xx X xx X xx XX xx X 75.3 75.3 36" 42' 48' 54' 60' 66' 72" 84" xx xx 58.9 58.9 75.0 75.0 90.0 90.0 95.0 xx xx X X X 75.0 75.0 90.0 90.0 95.0 XX xx X X X 75.0 75.0 87.4 87.4 95.0 XX X X xx xx 75.0 75.0 77.7 77.7 95.0 95.0 xx xx X xx xx XX xx XX 92.9 92.9 X X xx Xx xx XX xx X 84.5 84.5 xx xx X xx xx xx xx xx 77.4 77.4 36' 42" 48' 54' 6o' 66' 72' 96' xx xx xx X 75.0 75.0 90.0 90.0 95.0 95.0 XX X xx X X 75.0 75.0 90.0 90.0 95.0 95.0 xx xx xx xx 75.0 75.0 77.7 77.7 95.0 95.0 X xx X X X XX X XX 95.0 95.0 xx X X xx xx X xx xx 94.9 94.9 xx xx xx xx xx XX X xx 86.2 X X xx XX X X XX X X xx X X 79.0 79.0 36' 42' 48' 54' 60' 66' 102' XX XX XX xx 75.0 75.0 90.0 90.0 95.0 XX X X X X 75.0 75.0 90.0 90.0 95.0 X xx XX xx X X xx xx 95.0 95.0 X X xx X X X xx X X 95.0 95.0 X xx XX X X xx xx X 89.3 89.3 X X X X xx xx X xx xx 81.2 81.2 36" 42' 48' . 54'. 6o' 68' 108' X X xx X xx 75.0 75.0 90.0 90.0 95.0 95.0 xx X xx X 75.0 75.0 89.7 89.7 95.0 95.0 X xx xx xx X xx xx X 95.0 95.0 xx X X xx xx xx xx XX 95.0 95.0 xx xx xx X X X xx xx 95.0 95.0 xx X xx X X X X xx 86.4 38' 42' 48' 54- 60' 114" X xx xx X 75.0 75.0 90.0 90.0 95.0 95.0 X X xx xx xx xx xx xx 95.0 xx X X X X xx X X X X X X X X 95.0 95.0 XX xx xx xx X xx xx 95.0 95.0 xx xx XX X X xx X XX 91.3 91.3 36' 42' 48' 54' 80' 120" xx xx X X 75.0 75.0 90.0 90.0 95.0 XX X X X X xx XX X xx xx 95.0 95.0 X XX xx xx xx xx X X 95.0 95.0 xx X XX xx xx X X X 95.0 95.0 xx xx xx X X xx XX X 95.0 DESIGN LOAD CAPACITY X PSF DESIGN LOAD CAPACITY - PSI' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '5' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. ( +3 INT. ( -3 EXT. ( +3 INT. ( -3 EXT. ( +3 INT. ( -3 EXT. CO INT. < -3 EXT. ( +3 INT. < -3 36' 42" 48" 54' 128" X X X X XX XX 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX X X XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 38' 42' 48" 54' 132• XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 xx xx XX xx xx xx xx xx 95.0 95.0 36" 42' 48' 138' XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 36' 42' 48' 144' xx XX XX XX XX Xx XX XX 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX xx XX XX XX 95.0 95.0 DESIGN LOAD CAPACITY X PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '5' GLASS TYPE 'C' GIASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. CO INT. (X) EXT. CO INT. (X) EXT. CO INT. 00 EXT. ( +) INT. (X) EXT. CO INT. 00 19 -1/8' 26 -1/2' 37' 53 -1/8' 28, 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 26.0 " 75.0 90.0 90.0 95.0 95.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3'8' 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 '^ 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 ' 90.0 95.0 95.0 59.8 59.8 59.0 59.0 75.0 75.0 90.0 80.0 95.0 95.0 19 -1/8' 26-1/2" 37' 53 -1/8' 50 -5 /6, 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 • 45.3 45.3 59.0 59.0 75.0 75.0 85.3 85.3 95.0 . 95.0 19 -1/8' 26 -1/2" 37' 53 -1/8" 63" 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 57.8 57.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX X X X X X X 75.0 75.0 81.3 81.3 95.0 95.0 19 -1 /8' 26 -1/2' 37' 53 -1/8" 74 -1/4' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 62.0 59.0 59.0 75.0 75.0 .90.0 90.0 95.0 95.0 X X X X 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX xx X X XX 75.0 75.0 81.3 81.3 95.0 95.0 1. WIDTH AND LENGTH MANSIONS CAN BE ORIENTED vERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Env, OR. .191144YOUN rAR000 STRUCTURES FLA PE 15557 CAN. 3538 AMPOWd ■Ismplyiag with the NOM co 0 SE r4 zwro E '511 ca [drawing no. W03-52 sheet 2 of 4 S EXTERIOR c •. 1YPICAL ANCHORS SEE ELEV. FOR SPACING r METAL STRUCTURES (STEEL OR ALUM. 1/6' MIN. THICK) STEEL : Fy a 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. 1BY OR 29Y WOOD BUCK WOOD BUCKS NOT BY 114 WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° TAPCONS INTO WOOD STRUCTURES 1 -3/4° MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. #14 DRILLFLEX OR SELF DRILLING SCREWS (SAE GRADE 5 Fy wN.os2 KSI) INTO METAL STRUCTURES (1/8' MIN. THICKNESS) 114 SW INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM D.L OPG. EXTERIOR WINDOW WIDTH DADE COUNTY APPR,D MUWO■ SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPAC:NO MAX a mmplyh6wta die Cede E'9fl DR. HUMAYOUN FAR000 STRUCTURES FIA. PE 16557 CAN. 353a MOAN Mliii I Owls 6 m 3 O° Efl e1 XI 0 o2 a a4 L. UE n QV ! pan � N 1 a 2 r,1 0 8 d nw. cw �g< 0 aI drawing no. W03 -52 (sheet 3 of 4 ) 1 3.375 WINDOW FRAME --I .750 r .75� 0 1 -.I4 -- .062 7712. 0 GLAZING STOP TUBE y .750 r ..7L I ---IF --.062 QA GLAZING STOP TUBE .125 1.500 .750 L GLAZING STOP EXTERIOR ANGLE .125— -771 F-- LS00 --i `J GLAZING STOP INTERIOR ANGLE r. • ITEM PART I QUANTITY DESCRIPTION MATERIAL. NAND. /SUPPLIER /REMARKS 1 Ow- 35277 -A 4 WINDOW FRAME 6063-16 - 2 1296 AS REOD. GLAZING STOP TUBE 5063 -75 - 24 PW -338 AS READ. GLAZING STOP TUBE 6063 -T5 - 3 BPA -1980 AS RECD. GLAZING STOP EXTERIOR ANGLE 8083 -75 - 4 SPA-1960 AS REQO. OIAZINO STOP INTERIOR ANGLE 5083 -75 - 5 - AS RECO. GIAZWO TAPE, FULL LENGTH - 3/18' X 1/2 5 110 X 1. - FRAME ASSEIABI.Y SCREWS - P.H. SUS 7 #10 X 1 -1/4' - GLAZING STOP SCREWS - P.H. SUS 8 S500 - GLAZING COMPOUND SILICONE TREMCO TREMOLAZE BA 0E1200 - GLAZING COMPOUND SILICONE GE TYP CORNER DETAIL Er, ,: DR.- HUMAYOUN FAR000 STRUCTURES FLA. PE 4 15057 CAN. 3538 Anwevw1 as complyil. Id* tie Mae* PaidleadbA Ow N MOAN 14 DhI�ID.r 114.1 1•L�+aN�.. 8 3 A G 9 a 5 • drawing no. W03 -52 sheet 4 of 4 0.14.W. FIR G. -5 -. P VE.-7 at-L-E-Y • y_. Pale ',taw 'Tel -. 29.9e` p 4N FerniGE 44.0' \2_4: 148•0el i4.aJ Tfq :_-1/4s1 .102,. 3'. \`3.0' Ph'gl1• J E1 -1. NL 4VE n 51 9 8 7 6. 5 4 3 z LOCL\Tc 0 ETC 14 100 :+ = War 3'*4 Q" c-1 ef .ri0 0 mal o HsyO ACI i i41 - O .N W WQ>i al 0 g c0 43 tT ?r W IC! t12 _ +l W A W 14 cl / ♦ •. X r0 b O r41 CO 3 I�. ET_C U o F 5 U 121/4\/ F O .°u `� ' m 10 'F'-'-' 1.1 00 I LOTS 13A 14 - BLOC �+ ae s•r ar +`�3 at LOC IC 47 N ° e _ tl 3 43 1! 1 4 ( UO2E5 SEC, 1 Aill . o ti IN.3 o �E: Ab Wm �'wz�.4 - 1 FLORA a N� 3gtd'oM�o=N.1: M ,d M 1 OLIO 2 ..5, DA - t Eii ifiCA.TIO : 1 Hereby Certify tit inn Slimly of the proms described hefe-Ort is true and correct to the test at my knowledge and belief it recently surveyed under my directlo+ andN there are no Iroa5.0mecrt +axle - how ZA ptA.K N . 1019 Watt of Pori d r a g to fiat i3ook. .I 0 Imo. the Public Records of Midst Cam, fkllik 1.3oTe GiDovriro.48 116194470D 70D y 7 SS' upw.-se EJO■ I , YTZ 1-U7orz . W .23 t`'b'%`1 za„ 12 t1 W1 A: \f ,. PIXY. I/ll AK 1