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WS-12-298Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170937 Permit Number: WS -2 -12 -298 Scheduled Inspection Date: June 14, 2012 Inspector: Bruhn, Norman Owner: OMENACA, CARLOS Job Address: 9300 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: PENINSULA PLUMBING INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number 305/756 -0839 Parcel Number 1132050270130 Phone: (305)310 -3676 Building Department Comments REMOVE AND REPLACE FRONT DOOR WITH SIDELIGHTS ( Passe W ,/w,d Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170217. June 13, 2012 For Inspections please call: (305)762 -4949 Page 2 of 22 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF•MST INSPECTION PERMIT NO. 5 — 2- 1 2 2 FOLIO NO. /f-5205- O27 -01.0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following HARVEY ini is provided in this Notice of Commencement. � sy STATE OF IHEREBY C odgIntiNerf 1111111111111111 11111 11111 11111 11111111 CFN 2012R0150733 OR Bk 28017 Ps 3806; (1as ) RECORDED 03/02/2012 12:24:30 HARVEY RUVIN, CLERK OF COURT MIAMI -DARE COUNTY, FLORIDA LAST PAGE FLORIDA, COUNTY OF DADE ERITFY thet ihlsik trine copy of the tt i'S?16 orrice on ny-4) deyof Space above reserved for use of recording office 1. Legal description of property and street/address: Y &vie P6 -- 63 LDTS 11412 eL.k ! 407" Srw //ute6OL IIZ OIL .t94 -26 - 4365 /2 2. Description of improvement: REAM It i2 ,OO '6 P2DA) art 3. Owner(s) name and address: CAY2405 )$ EA34f?) q540 A} 45,99,1-6046- ' 1 i i!r ` ° ffiftlE /1. 13e Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number C LP,{ 118, Ci. tfilf . 53/2c 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. 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(1Xa)7., Florida Statute, 1. Name, address and phone number. t'/lR C. t/r4 `�? . ge* . 22 2L) &AEG/ l� . a (Bo ) 05 - 4433 8: In addition to himself; Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),`Florida Statutes. Name, address and phone number 61,2665 AIA9/21-dE 4774. itii 1q2 Nam 6412am l 83o56 (7isct.) 25q- 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of Owners) or O►vner(sy Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name eotizeeio ootee Ae t9 - Print Name Title/Office Otektit Ti Ie/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this f 5_ day of By ❑ Individually, or CI a§' for ❑ Personally known, or ILI produced the following type of identffi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that t'have read the foregoing and that the facts stated in it are true, to the best of my J nowledge and belief. Signature Of Owner(s) or Owner(s)'s Authoriz: • Officer/Director/Partner By By 123.01 -62 PAGE 3 3110 MCDWAsSION #DD954972 4,11.e WWW.AARONNOTARKlfom 311 112- -4-RANK-- BUILDING Permit No. (1)3 2 -Q9 r PERMIT APPLICATION Master Permit No. FBC 20 67 Permit Type: BUILDING ROOFING _ OWNER: Name (Fee Simple Titleholder): e4/2c05 ,� ,4 Ee:l4d(g Phone #:(365) 3/0 ., 3670 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED FEB 292012 Address: 493 00 Ai d15) 5/../Oae. City: Ai // H( 5M State: �� Zip: 3jd Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: "300 e(2E Oa City: Miami Shores County: Miami Dade Zip: ,35/5( Folio/Parcel #: N m o '2O 5 02 7 — 013c) Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 641w/i060:4 e ' 0Wd /L65 &JC Phone #: (: 5) 25' 4 3,3 Address: 20(- GO 22 62 151 City: l G A� fhd t State: ,'2. zip: 3 3 / 2 cf Qualifier Name: t-244.)616- €e Al t/4/262 /262 Phone#: 0'V i26- 4,9 1 State Certification or Registration #: C6'C 1 O ?22 / Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 6;000 e' Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew 4Repair/Replace ODemolition Description of Work: /2 M X'E # /6" "8' C= Fr2.612 l D 0®,2 J & PPA /2E5 6ritti6 'DEC- / t°ES xx*xx*x*x xxx****xxxxxx**** * *** *** ** *mx *Fees ** *** xxaxxx**xxx* amxnxxxaxxxx *axx *xxx*** Submittal Fee $50 . 03 Permit Fee $ 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1160 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, BOIT.FRS, 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 $25 0, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be�% *livered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement ' t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a . ence of such posted notice, the inspection w b approved and a re t spection fee will be charged. Signature wner or Agent The forego' g instrument was acknowledged before me this 1 544" day of � , 2012 by who ispersonally known to me or who has produced .1) L As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: :••• "YP�� Lissett Nodarse •am• COMMISSION # DD964672 .- %'` EXPIRF,SI MAY 30,2014 ****o******** **************** It >l4 s pa,x***** ** * * *** * * ** x*********+ x+ x**** * * * ***************a *** APPROVED BY A2 Plans Examiner ; Co t ctor ' p The foregoing � ment°was ' owledged before me this I JCS` b o; day o /5 o °, 20 L %,y who is personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: / //P Print:LJA. My Commission Expires: a1r 7� , Lissett Nodule S ., n'�COMMISSION.DD9154572 p. TIRE& MAY30,2OI4 VA* wootAvaticampr Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) MIAMI-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. lst FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT, 30. 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER $A - ART. 9 & 10 505751-8 BUSINESS NAME / LOCATION PENINSULA PLUMBING INC 206 SW 22 RD 33129 MIAMI FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 528217-3 STATE# CFC1425878 OWI0,IER PENINSULA PLUMBING INC Sec. Typo of Business WORKER'S 196 SPECIALTY PLUMBING CONTRACTOR 4 te ONLY / aus,ness RE'CEIP' DOER NoT PFAmr *ymE HOLDER TO wOLATT. EXITING REGULATOR*: 20,414,5 AW oF N4F. 1a0 NOT FORWAEID cOtur OR ciT■t**6 R DOES ri E XE61P7 ryoLuEp ;R:W ANN* 0714EA ps.iktr op_ L.IRENt■E REGUtRED E,* i.Aw WAS rS No7 esEm1,CA11,1t4 TRR Ii0,:.DCP OU4L.Int:A NONS RAYMEN1- REC.:EA:Ea mami.DADE CUTv COLLECIoR 10/18/2011 02280001001 000049.50 SEE OTHER SIDE MIAMI-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI. FL 33130 PENINSULA PLUMBING INC FRANCISCO M ALVAREZ PRES 206 SW 22 RD MIAMI FL 33129 hiJJ1„,JL.40,! 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30. 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 558774-7 BUSINESS NAME / LOCATION PENINSULA PLUMBING INC 206 SW 22 RD 33129 MIAMI OWNER PENINSULA PLUMBING INC FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 582750-7 STATE# CGC1509221 Sec. Type of Business WORKER/S 196 GENERAL BUILDING CONTRACTOR 4 THIS tS ONO* A LOCAL BUSES S 1&X RCEI.T it DoEs NOT aEPIT ToR HOLDER TO ,....MATr, AW. ZONING LA,AS f7F WE 0 ri01- FORWARD EXISTING PEcuLA•ror, COUNTY OR CMES 1-4R HOLDER Warnsi AM CwifFi PENINSULA PLUMBING INC poE$ 17 EYEIAn RIR REGUIRED Bv LAW. T4LS tE FRANCISCO M ALVEREZ PRES puma OR LNEE Ti-sE tiOLDERS OUALIPDA 206 SW 22 RD NO7 A CRAW:ICA-no n OF "DONS MIAMI FL 33129 PAYMENT RECEIVED M#MDM DJ4T Tm( COLLRDI*OR: 10/18/2011 02280001002 000049.50 1 SEE OTHER SIDE )„11„,li.,„11„ijiJ,.i,111„„„11,1j,11,„.1).150.1 eb 14 12 12:58p Wilver Almarales CERTIFICATE I • PRODUCER WAM Insurance Agency 10637 SW &Rh St. Ste Mani, FL 33176 Phone (305)2744353 INSURED Peninsula Plumbing, Inc 206 SW 22 Road Miami, FL 33129- 305-382-6777 p.1 OF LIABILITY INSURANCE DA=4121Y-1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE_COVERAGEAFFORDED BY THE POLICES BELOW. INSURERS AFFORDING COVORAGE ; NAIC eAsuREFIA: kOTTSliAti INSURANCE CO. - -- - INSURER a: CASTLEPOINT FLORIDA INSURANCE Fax (305)274-9994 • INSURERO INSURER LI: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE USTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTV- IfITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY EIE ISSUED OR MAY pERTAss. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREINI LS SUBJECT TO ALL THE TERMS. OCCLUSIONS AND CONDITIONS OF SUCH POUCES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS EACH OCCURRENCE I `000,Coi DAMAGE IQ Raves 07/28/11 PRESSSE.S(gosccurence) 100,00( MB EXP (Any am person) ... 5,00( PERSONAL & AM INJURY . .11000,00( NXER ADM KILEY EMOTIVE POUCY EXPIRATION POLICY NURSER CIATE RENENYT) DATE INXINDONY) _E : a [ 1 TYPE OF INSURANCE GENERAL LI/MUTT 1 COMMERCIAL GENERAL MERIN Fin CLAIMS MADE kl OCCUR GEOL. AGGREGATE LIMB* APPLIES PE • POLICY LI PROJECT LI LOC ALTIONIOEULE UABILITY 1:j ANyarro ALL OWNED AUTOS SCHEDULED AUTOS IT HIRED AuTos Li NON OWNED AUTOS GARAGE UABILITY ANY AUTO EXCESSJIMM3REUIA UABILITY D accuR D MAIMS MADE D DEnucriaLE RETENTION $ CPS1419319 WORKERS COMPENSMION AND EMPLOYERS' LIAIMUIY ANY PROPRIETOR 1 PARTNER 1 EitECUTIVE OFFICER / MEMBER EXCLUDED? If yes, desoibe under sPEcIAL PFtOvISIONS4.910w. . OTHER WCP610140M1 07128/12 02/06/12 02/06/13 GENERAL AGGREGATE ?.0P9430c PRODUCTS - COMP/OP AGO 2.000,00( COMBINED SINGLE USE (Ea accident) BODILY INJURY Ter person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Persecklent) AUTO ONLY- EA ACCIDENT . _ OTHER THAN EA ACC. AUTO ONLY AGG _ . EACH OCCURRENCE •• • - - AGGREGATE I_ _1 WC STATU- ; TORY MTN .7' -EL EACH ACCIDENT EL DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS/ LOCATIONS IVEHICLESI EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS HOLDER MIAMI SHORE VILLAGE BUILDING DEPT. 10050 NE 2 AVE. MIAMI SHORE, FL 33138 . . . . ACOIRD ZS I2001/08) QF 1,000,000 _1,000,000 1,000,000 C.ANCB_LATION . . . - --------- . - —. - — - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIATION DATE 'THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRifTEM NOTICE TO TIM CERTIFICATE HOLDER NAMED TO THE LEFT„ BUT FAII-URE TO 00 60 SHALL REPOSE PIO OBLIGATION OR LIABILITY OF ANY MIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AC# STATE +'F FL DA DEPARTPm.EN.7C' OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION I DUSTRY LICENSING BOARD b-EWF1,100826Q143.3 LICENS NBR O8/25E2010 "08049477 CGC1509221 7 .e GENERA?_, CONTRACTOR \Tamed below IS CERTIFIED J der the provisions of Chapter 48 xpi_ do date; AUG 31, 2012 ACif AL,VAREZ, FRANCISCO MIGUEL PENINSULA PLUMBING INC 206 SW 22ND ROAD MIAMI FL 33129 CHARLIE CRIST GOVERNOR DISPLAY AS REQUIRED BY LAW STATE OF FLORIDA CEARLIE LI M SECRETARY DEPARTMENT ONSTRUCTION INDUSTRY RLICENS©NG. BOARD �T ©N se L08/26/2010 108049477 CFC1425878 10082601329 The PLUMBING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 ALVAREZ, FRANCISCO MIGUEL PENINSULA PLUMBING INC 206 SW 22ND ROAD MIAMI FL 33129 HRLIE CRIST GOVERNOR DISPLAY AS REQUIRED 13Y LAW CHARLIE. LIMM SECRETARY CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) ?300 Q. `lei `t'sra- PROPERTY OWNER: PERMIT # • ADDRESS: CABS Ofr1 N GA-- FOLIO NUMBER: 1 1-3206 01314))0D ZONE: BASE FLOOD ELEVATION: FREEBOARD:. EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IlVIPROVEMENTS: (ATTACH COPY OF.CONTRACT) *51 es()°.c' c Y' c rt,►s�v`a� TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appra' al): OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: r.r/4, DATE: • Miami -Dade My Home My Home miatf ridade. Qv Show Me: Property Information Search By: Select Item s I Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 205 - 027 -0130 Property: 9300 N BAYSHORE DR Mailing CARLOS OMENACA &W Address: TANYA DE LA ROSA Living Units: 9300 N BAYSHORE DR Adj Sq Footage: MIAMI SHORES FL Lot Size: 33138 -2951 Propert y Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 5,136 Lot Size: 27,610.10 SO FT Year Built: 1949 $728,512 BAY LURE PB 44 -63 County: LOTS 11 & 12 BLK 1 Legal LOT SIZE IRREGULAR Description: OR 19425 -4359 12 2000 City: 1 OR 19425 -4359 1200 $50,000/ 00 Assessment Information: Year: 2011 2010 Land Value: $398,971 $331,998 Building Value: $477,141 $479,195 Market Value: $876,112 $811,193 Assessed Value: $778,512 $767,007 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption Exemption Value: Value: Regional: $50,000/ $50,000/ $728,512 $717,007 County: $50,000/ $50,000/ $728,512 $717,007 City: $50,000/ $50,000/ $728,512 $717,007 School Board: $25,000/ $753,512 $25,000/ $742,007 Sale Information: Sale Date: 12/2000 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 121 ft My Home !Property Information 1 Property Taxes 1 blv Neiahborhood 1 Property Appraiser Home 1 Usinq Our Site 1 Phone Directory 1 Privacy1 Disclaimer : If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend • Property • Boundary • Selected • Property I./ Street Highway Miami -Dade County Water http: / /gisims2 miamidade .gov /MyHome /propmap.asp 2/17/2012 03/02/2009 - 5:01 pm troyb F:403 Elements \10 Loading\11 CaIcuIators\ASCE 7-05\ _FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone4 10 15 20 Tributary Area Sq Ft) 35 40 45 50 25 30 0 -15 ft -50.4 +46.5 - 492 +45.2 -48.3 +44.4 -47.6 +43.7 47.1 +43.1 - 46.6 +42.7 -46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft ,n^ - 51.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 -46.5 +42.5 -46.2 +422 r/ +44.3 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 1 1> / 410 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 -5 .0 '-71'- -522 -51.3 -50.6 -50.0 -49.5 -49.1 - 48.7 -48.4 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +48.8 -50.5 +48.3 50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 +45.9 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +45.3 +45.9 26 ft -56.6 -552 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -70.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 -58.1 -55.1 - 54.3 -53.7 -532 -52.7 -52.3 -51.9 - 85.6 +50.6 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft - 58.3 +53.8 -58.9 +52.3 -55.9 +51.3 - 55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 - 67.7 -56.7 -55.9 -552 - 54.7 -54.2 -53.8 -53.4 -64.0 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +502 -54.5 +49.8 -54.1 +49.4 -63.1 +50.0 -60.6 -59.1 - 58.1 57 57.6 +52.5 - 58.1 -55.6 -55.1 -54.8 36 ft +55.9 +54A +53.3 -68.3 +53.0 -672 +52.5 1.3 -65.3 +51.5 4 +50.0 -77.3 -61.3 59.8 58.7 o- 57 ° -65.2 -65 55.4 38 ft +56.5 +55.0 +54.0 +' +62. +51 44 ft -78.0 +58.3 +50.6 - 71.1 +54.8 -62.0 -60.5 -59.4 • T 7.3 4 8 - 4 56.0 40 ft -692 +54.0 +55.6 +54.5 + � Y „K+51.1 -76.3 -74.1 +57.8 +56.7 '''''' - 71.0 +55.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 r +54 -802 +59.9 .9 +53.0 :5'7A + 2 -57.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +56.7 -80.6 +55.7 + ; -77.6 -75.4 , ;.5 5 +53.0 a; +52 -571 7 �: +522 48 ft -63.8 -62.3 -812 -60.3 +56.8 '.0 -58.5 5 ^¢z -57.7 +54.0 +58.8 +57.3 +582 +55.3 +54.6 0 -70.5 +55.4 -69.6 +54.9 +52.7 56 ft -64.4 -618 -61.7 • -72.1 +56.3 .6 ' - 70.1 +55.3 a? ?. -582 48 ft +59.4 +57.8 +56.7 + r -72.1 +56.6 .5 +54.0 +53.6 +53.1 50 ft -64.9 - 63.4 -622 -61.4 -60.7 •.1 -59.5 -59.1 -58.7 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -85.5 +60.4 -63.9 +58.8 52.8 +57.6 -61.9 +58.8 -812 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 64 ft - 66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 59.8 +54.5 66 ft -68.5 +61.3 54.9 +59.7 -63.7 +58.5 -82.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 50.1 +54.9 60 ft -67.5 +622 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 0 G1 "i a 2 ta 9 m z rA 7S c REMARKS NIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 -59.8 -58.0 +45.2 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 , +42.7 -53.8 +42.3 -53.1 +41, -52.5 +41.8 168 '63'1 -60.6. 58.8 -57.5 - •.$ 55.4 =54.6 -53 +47.1 +-, .9 +45.0 +44.3 43.7 +4 , +42.9 +4 '2 18 ft +43,2 20 ft 14• -61.6 / •'2 -5 .0 -58 57 • .; 55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +4 .3 +44,: + .5 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 - 66.0 -64.1 -62.6 -61.4 -60.3 -59.4 - 58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 28 ft -69.8 -67.1 55.1 -63.6 52.4 -61.4 -60.4 -59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -682 - 662 - 64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft - 72.0 +53.8 - 692 -67.1 +52.3 +51.3 - 85.6 +50.6 - 64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 -70.1 -88.1 -66.5 -652 -64.1 53.1 -82.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 -71.0 - 68.9 - 67.3 -86.0 - 64.9 -64.0 -63.1 2 5.4 +552 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 ft -74.8 +55.9 -71.9 - 69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +58.5 -72.7 -70.6 +55.0 +54.0 -88.9 +53.1 57.6 +52.5 -66.5 +51.9 -65.5 +51.4 54.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 -67.9 5 6.9 -66.0 -65.2 -65 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.8 +52.8 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 - 71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft 50.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 59.0 -682 +80.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 02(23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CtKI IHCATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE F CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A CTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (im). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® 1 ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF ACTH #9885 BUILDING CODE COMPLIANC PRODUCT CONTROL DIVISION PERMIT #:t.1)51:2,_:--, 7 0/ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT • SUBJECT 10 CCMPLIANCE MPH ALL FEDERALVIETRC OFFICE (BCCO) 140 WEST FL, STATE AND Cr IAN ,Y MULES AND REGULATIONS NOTICE OF ACCEPTANCE (NOA) All American Supply Company 12920 S.W. 120 Street Miami, FL 33186 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 8'10" & 9'2" Opaque Wood Outswing Door - L.M.I. APPROVAL DOCUMENT: Drawing No. 07-215R1, Series titled "Swing Out Wood Door Solid Wood Panels ", sheets 1 through 13 of 13, dated 06/28/2007 with the latest revision dated 11/02/2007, prepared by EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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. FEB 2 2 2 1Z I -DADE COUNTY, FLORIDA DADE FLAGLER BUILDING GLER STREET, SUITE 1603 11AMI, FLORIDA 33130 -1563 5-2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 07- 0828.03 Expiration Date: December 06, 2012 Approval Date: December 06, 2007 Page 1 All American Supply Company NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 07-215R1, Series titled "Swing Out Wood Door Solid Wood Panels ", sheets 1 through 13 of 13, dated 06 /28/2007 with the latest revision dated 11/02/2007, prepared by EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -06 -4077, dated 03/07/2007, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Air Infiltration Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-06-4076, dated 03/07/2007, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1941, dated 11/11/2005, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -04 -1926, dated 08/17/2005, signed and sealed by Rafael E. Droz -Seda, P.E. 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -04 -1924, dated 02/08/2005, signed and sealed by Rafael E. Droz -Seda, P.E. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0828.03 Expiration Date: December 06, 2012 Approval Date: December 06, 2007 E -1 All American Supply Company, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -04 -1925, dated 11/03/2004, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by EngCo, Inc., dated 11/02/2007, signed and sealed by Pedro De Figueiredo, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/15/2007, EngCo, Inc., signed and sealed by Pedro De Figueiredo, P.E. G. OTHER 1. None E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0828.03 Expiration Date: December 06, 2012 Approval Date: December 06, 2007 INDEX: SHEET 1 of 13 SHEET 2 of 13 SHEET 3 of 13 SHEET 4 of 13 SHEET 5 of 13 SHEET 6 of 13 SHEET 7 of 13 SHEET 8 of 13 SHEET 9 of 13 SHEET 10 of 13 SHEET 11 of 13 SHEET 12 of 13 SHEET 13 of 13 - GENERAL NOTES & MODEL TYPES - MODEL A ELEVATIONS - MODEL B ELEVATIONS - MODEL C ELEVATIONS - MODELS E & D ELEVATIONS - MODEL C1 ELEV. -SASH OPTIONS - WOOD PANEL OPTIONS - DETAILS - DETAILS - DETAILS & FRAMING ANCHORAGE - COMPONENTS - DOOR ASSEMBLY - FRAME ASSEMBLY/ BILL OF MAT, GENERAL NOTES: 1- CODEi THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 ED. (2006 SUPPLEMENT) INCLUDING THE HIGH VELOCITY HURRICANE ZONES (HVHZ). 2- DEFINITION. THIS PRODUCT IS A SWING OUT WOOD TYPE DOOR RATED FOR LARGE AND SMALL MISSILE IMPACT RESISTANCE. 3- POSTING 'SWING OUT WOOD DOOR LARGE & SMALL MISSILE IMPACT RESISTANT ALL AMERICAN SUPPLY COMPANY. MIAMI - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS. LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE. 5- MATERIAL ALL WOOD PARTS TO BE AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS' ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING, 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7,2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3X INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. MAXIMUM 75 1/4 °-- MAXIMUM 82 3/8° -- MAXIMUM 75 1/4' MAXIMUM 97 5/ MODEL ELLIPSE DOOR DP= ±75 PSF FOR DETAILS REFER TO: SHEET 2 of 13 SEE SEPARATE NBA FOR SIDELITES AND TRANSOM MODELB FULL ARCHED 000R DP= t75 PSF FOR MODEL 8 DETAILS REFER TO: SHEET 30113 121 3/8° MAXIMUM SEE SEPARATE NDA FOR SIDELITES AND TRANSOM 126 7/8' MAXIM MODELD DOUBLE ARCH SWMNG -OUT DOOR DP= t75 PSF FOR MODEL 0 DETAILS REFER TO: SHEET 60113 AND SEPARATE NOA MODELC SOUAREFRENCH DOOR DESIGNED LOADS AND DETAILS REFER TO: SHEET 4 of 13 LMAXIMUM1 44 1/2' MODELCI SQUARE SINGLE S'MNO-0UT DOOR DESIGNED LOADS o t75 PSF FOR MODEL CI DETAILS REFER TO: SHEET 6of13 154 3/4° MAXIMUM =- EACH DOOR, SIDELtTE AND TRANSOM MODEL CAN BE DESIGNED FOR ALL SASH OPTIONS ON SHEET 7 0113 MODEL E DOOR W'SIDELITE & TRANSOM DP= SHEET 4OF13 FOR DETAILS REFER TO: SHEET 5 of 13 AND SEPARATE NOA MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33188 Tel.: (305) 255.7783 Fax.: (305) 255-6813 PRODUCT: SWING OUT WOOD DOOR SOLID ISCOD PANELS Engineering: Ezt. aIr CA 8116 8971 W. Sunrise Blvd. 104 Planfaflon, F1. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOI..COM NOV 0 2 2001 Engineer Seal Pedro De Figueirodo PE 52609 DRAFTING' • PKDRAF1 E &MORE Date: 10/09107 Seale: NA Design by- PPMF MIAMI•DADE BCCO: Apinmmdassmoillyinguadm Florida 'Wing Date 7 NOAH 3 M ami Div Drawing Number 07 -215R1 Sheet 1 of 13 TYPICAL ELEVATIONS z z a. re 0, T z z 0 tY Q cu 72 3/4° DOOR OPENING 75 1/4' FRAME WIDTH— PAIR ELLIPSE DOOR SHEET DETAILS LOCK ACTIVE SASH (19>t MULTI -POINT LOCK SYSTEM, KEW MODEL AS7370, FIVE POINTS ACTIVE WITH 3/4' THROW, ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTIMI INACTIVE STILE (20)r LOCKED USING KVF MODEL AS7000, TWO POINT LOCK ENGAGING INTO HEAD AND SILL WITH 3/4' THROW. THE STRIKE PLATES WERE ATTACHED TO THE HEAD AND SILL VITH A COMBINATION OF (2) 81OX2 3/4' FHSDS INTO THE REINFORCING BRASS INSERT AND (3) *10X1 FHSMS THROUGH THE STRIKE PLATE ITSELF. 8 A, B, B1 , B2, C 9 F, F1, H, H1, K 10 D MIN. WOOD SPECIFIC GRAVITY = .53 36 3/8 °_„ DO 38 7/8' FW -� SINGLE HALF ELLIPSE DOOR TYPICAL FRAME ANCHORAGE 11 ANCHORS SPACED AT MAX. 12' UC 13 ANCHORS SPACED AT MAX. 7 1/2' DC PAIR ELLIPSE DOOR MODEL A ELLIPSE SWING —OUT DOOR SINGLE DOOR ( MAX. 36'X97' ) PAIR DOOR ( MAX. 73' X97' ) DESIGNED LOADS PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6 -13 FOR WATER INFILTRATION EXCEPTION I- TIN 7 ANCHORS SPA 33 CED AT MAX, 7 1/2' DC SINGLE HALF ELLIPSE DOOR HARDWARE SCHEDULE • HINGES <18), (0 4X4X0.093 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) *IOXI' FHSMS. LOCK ACTIVE SASH (19>t MULTI -POINT LOCK SYSTEM, KEW MODEL AS7370, FIVE POINTS ACTIVE WITH 3/4' THROW, ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTIMI INACTIVE STILE (20)r LOCKED USING KVF MODEL AS7000, TWO POINT LOCK ENGAGING INTO HEAD AND SILL WITH 3/4' THROW. THE STRIKE PLATES WERE ATTACHED TO THE HEAD AND SILL VITH A COMBINATION OF (2) 81OX2 3/4' FHSDS INTO THE REINFORCING BRASS INSERT AND (3) *10X1 FHSMS THROUGH THE STRIKE PLATE ITSELF. MANUFACTURER: All American Supply Company 12920 614/120 STREET MIAMI, FL 33186 Id: (305) 255-7783 Fax.: (305) 2556613 • PRODUCT: SWING OUT WOOD DOOR SOUD WOOD PANELS Engineering: +.ExtgQ t Jxtr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOLCOM Engineer Soul Pedro De Flguelredo PE 52609 DRAFTING' PKDRAFIING &MORE Date: 10/09!07 Scale: NA Design by: PPMF MIAMI -DADE BCCO: Approved as complying whb dlo Morida )dn,g Doe NO - Miami Di' By �. Drawing Number 07 -215R1 Sheet 2 of 13 TYPICAL ELEVATIONS TYPICAL FRAME ANCHORAGE 11 ANCHORS AT MAX. 12'3C cu cu co h 98 1/4' FH (U cu co } 78$' DOOR OPENING 1... 82i' FW PAIR ARCH DOOR 40' DO 43' FW_ -__■ SINGLE HALF ARCH DOOR MODEL B ARCHED SWING -OUT DOOR SINGLE DOOR ( MAX. 40' X107° ) PAIR DOOR ( MAX. 78° X107' ) PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - NO WATER INFILTRATION) SEE SHEET 6 -13 FOR WATER INFILTRATION EXCEPTION 40' DO 43' FW-- -� SINGLE FULL ARCH DOOR MIN. WOOD SPECIFIC GRAVITY =.53 HARDWARE SCHEDULE HINGES <18>i (4) 4X4X0.123 THICK STEEL HINGES COATED V/ BRONZE ATTACHED VITH (8) 810X1' FHSMS. LOCK ACTIVE SASH <19 >t MULTI —POINT LOCI( SYSTEM, KFV MODEL AS7370, FIVE POINT ACTIVE WITH 3 /4'THROV, ONE .EACH AT HEAD AND SILL AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED VITH A LEVER HANDLE AND A STRIKE AT 39' FROM THE BOTTOM. INACTIVE STILE <20>1 ONE KVF MODEL AS7000, TWO POINT INACTIVE INTO HEAD AND SILL VITH 3/4' THROW. THE STRIKE PLATE AT TOP CONSISTED OF A STEEL PLATE 2X8X1/4' THICK VITH TWO HOLES VITH STEEL INSERT FOR LOCK BAR TO PENETRATE. THE PLATE WAS INSTALLED USING (6)1/4X3' VI10D SCREWS IN A STAGGERED PATTERN. THERE WERE TWO STRIKE PLATES AT THE BOTTOM EACH 1.25 X 2X .125 THICK WITH STEEL INSERT FOR LOCK BAR TO ENGAGE. SHEET DETAILS 8 A, B, B1, B2, C 9 F, F1, H, HL K 10 D 9 ANCHORS SPACED AT MAX. 11 1/2° OC PAIR DOOR 4 ANCHORS AT MAX. 12 °OC Ii Z 4 ANCHORS ACED AT MAX. 11 1/2° OC 4 ANCHORS SPACED AT MAX. 11 1/2' OC SINGLE HALF ARCH DOOR SINGLE FULL ARCH DOOR • MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255 -7783 Fax.: (305) 255.6613 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: En915o Jxw. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCDM NOV 0 2 2001 Engineer'Seal Pedro De Flguelredo PE 52609 DRAFT ING PKORAFIINoaMOOE Date: 10/09/07 Scale: NA Design by PPMF MIAMI -DADE BCCO: Approved as eornplyNB with do Florida Coda Bate O NOM# Miami Cooped By Drawing Number 07 -215R1 Sheet 3 of 13 TYPICAL DOOR ELEVATIONS l8\ /1s / I8 1 k--72 5/8' DOOR OPENING ---75 1/8' FRAME WIDTH---- PAIR DOOR SHEET DETAILS LOCK ACTIVE SASH <19 >. MULTI -POINT LOCK SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. LOCK INACTIVE STILE <20), LOCKED USING KVF MODEL AS7000, TWO PRINT LOCK ENGAGING INTO HEAD AND SILL WITH 3/4' THROW. 8 A, B, B1 , B2, C 9 F, F1, H, H1, K 10 D ce L1 a. 1-s1 J 1 T sr Li 0' k,36 5/16' DO 38 13/16' FW SINGLE DOOR TYPICAL FRAME ANCHORAGE 5 ANCHORS AT MAX. 15 1/8'003, 9 ANCHORS AT 41-.- MAX. 15 1/8'0C SO —OUT DOOR SINGLE DOOR (MAX. 36'X96') PAIR DOOR (MAX. 72' X 96') HARDWARE OPTION 1 PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6 -13 FOR WATER INFILTRATION EXCEPTION HARDWARE OPTION 2 Pd= +55, -60 PSF (ALL LOCKS ENGAGED) • Pd= +20, -16 PSF (PRIMARY LOCKS ONLY) HARDWARE SCHEDULE — OPTION 1 PD= +75 PSF, -75 PSF - (WITH WATER INFILTRATION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) HINGES <18 >, (4) 4X4X0. 123 THICK BRASS COATED STEEL HINGES ATTACHED WITH <8> AIOX1' FHSMS. LOCK ACTIVE SASH <19 >. MULTI -POINT LOCK SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. LOCK INACTIVE STILE <20), LOCKED USING KVF MODEL AS7000, TWO PRINT LOCK ENGAGING INTO HEAD AND SILL WITH 3/4' THROW. 11 ANCHORS AT MAX, 10 1 /2'OC PAIR DOOR <0 ys ce Q es x co ec X ANCHORS A MAX. 8 5 /B °0C SINGLE DOOR MIN. WOOD SPECIFIC GRAVITY = .53 HARDWARE SCHEDULE — OPTION 2 DESIGNED LOADS = +55 PSF, -60 PSF (ALL LOCKS ENGAGED) DESIGNED LOADS = +20 PSF, -16 PSF (PRIMARY LOCKS ONLY) HINGES <18>' (4) 4X4X0.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) 610X1' FHSMS. LOCK ACTIVE STILE <19 >i DEAD BOLT EMTEK 68455 GRADE 3. LATCH EMTEK 68100 GRADE 3 (PRIMARY LOCK) (2) NAGGER SURFACE BOLT 276D ATTACHED W/ (4) 610XI 3/4' SMS AND A 1/4' SHIM LOCK INACTIVE STILE <20 >, (2) W & F 24' FLUSH BOLT MODEL 2000 -XX -1010 (PRIMARY LOCI) NOTE THIS HARDWARE SCHEDULE CAN BE USED WITH ALL OTHER DOOR MODELS LIMITED TO THE DESIGNED LOAD HERE IN SPECIFIED, MAXIMUM DIMENSIONS AND ANCHOR SPACING. MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255 -7783 Fax.: (305) 2558613 PRODUCT SWING OUT WOOD DOOR SOLID NCOD PANELS Engineering: Extgeo ?hw. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOL.COM Engineer Seol Pedro De Flguetredo PE 52609 DRAFTING PKURAFI1Nm &MORE Date: 10/09/07 Scale: NA Design by PPMF MIAMI -DADE 8CC0: Approved ed as coo�8 $ with LLffie ApgH iNOA Miami Dada product Control Drawing Number 07 -21 5R1 Sheet 4 of 13 SEE SEPARATE NOA FOR SIDELITES AND TRANSOM 1541 MAX 75 I/8° —37 3/4' —+- Ir = =ii1 II III 11! 11 111 111 -JJ kLI=. =J I II I 11 II 11 II it CO DOUR OPENING APPLICABLE FOR MODELS C OR CI TYPICAL ELEVATIONS MODEL E SQUARE DOOR W/ TRANSOM /SIDELITE DESIGNED LOADS = SEE MODEL C & C1 SHEET DETAILS 8 A, B B 1, B2, C 9 F, F1, H, H1, K 10 D to N SEE SEPARATE NOA FOR SIDELITES AND TRANSOM 1211 — MAX, FW= 82 TYPICAL ELEVATIONS MODEL D DOUBLE ARCH SWING —OUT DOOR DP= *75 PSF MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255-7783 Fax.: (305) 255.6813 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: +Eu.gQ u Jnr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCOM Engineer Seal Pedro De FIgueiredo PE 52609 DRAFTING+ *DRAFTING &MORE Date: 10 /09/07 Scale: NA Design by. PPMF MIAMI.OADE BCCO: Approved es complying with the Florida B • Date NOM — 3 Ivliem3 r Product Control P r By Drawing Number 07 -215R1 Sheet 5 of 13 MIN. ROOD SPECIFIC GRAVITY = .53 42 44' FW TYPICAL ELEVATIONS TYPICAL FRAME ANCHORAGE MODEL C1 SQUARE SWING -OUT SINGLE DOOR (MAX. 42'X96') PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6 -13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE HINGES <18N (4) 4X4X0.093 THICK BRONZE COATED STEEL HINGES ATTACHED WITH (8) 410X1' FHSMS. LOCK ACTIVE SASH <19 >. MULTI PRINT LOCI( SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, ONE EACH AT HEAD AND SILL, AND THREE ANCd1GING INTO STRIKES LOCATED AT THE JAMB, AND INSTALLED WITH A, HANDLE AND STRIKE AT 38' FRON THE BOTTOM. A 1 1/4'X2' X 1/8' THICK STEEL STRIKE PLATE WITH A REINFORCING BRASS INSERT VAS ATTACHED TO THE HEAD USING C1) 410X2 3/4' WOOD SCREW. A BRASS INSERT WAS INSTALLED INTO THE SILL TO RECEIVE THE LOCK DAR USING A 410X1 WOOD SCREW, SHEET DETAILS SQUARE ELLIPTICAL 8 A, B, B1, B2, C 9 F, F1, H, H1, K 10 D A S E 1015 101A 101E SASH PANEL OPTIONS ®® v v 0 0 1025 102A 102E 09S 109A 109E 106A 106E 106S MODEL ARCH SQUARE ELLIPTICAL DESCRIPTION 101 A S E 8 SOLID PANELS 102 A S E 6 SOLID PANELS 106 A S E 1 SOLID PANEL - SINGLE 109 A S E 2 SOLID PANEL yATER INFILTRATION EXCEPTIONS. MOOR ASSEMBLIES INSTALLED IN NONHABITABLE AREAS OR INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH /HEIGHT EQUAL OR MORE THAN 1, D0 NOT NEED TO MEET THE TEST FOR WATER INFILTRATION. OVERHANG -�.,_� x x a IJ OHL OVERHANG LENGTH OHH- OVERHANG HEIGHT MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33188 Tel.: (305) 255.7783 Fax.: (305) 25513 PRODUCT: SWING OUT WOOD DOOR SOLID ACOD PANELS Engineering: Eng(u Jur. CA 8118 8971 W. Sunrise Blvd. 104 Plantation. FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO e AOLCOM Engineer Seol Pedro De FIguetredo PE 82608 DRAFTING. PK DRAFTING &MORE Date: 10/09/07 Scale: NA Design by PPMF MIAMI -DADE 8000: A «, ..... . epiying wilt the Rtn.+i,, :ini u ; C de NO lln4• 7 Mims Ratio ProdwI Com 1 aY Drawing Number 07 -215R1 Sheet 6 of 13 h1 1/2-1 1-1 5/8-1 177 in to 15/16' WOOD PANEL OPTIONS TYPE 8 1 3/8' COMPOSITE WOOD PANEL MINIMUM BITE: 5/8' 1/2' MAHOGANY+ 1/4' PLYWOOD + 12' MAHOGANY THICKNESS REDUCED TO.60'AT PANEL STOPS. TYPE 8A 112' COMPOSITE WOOD PANEL MINIMUM BITE: 5/8' 5/8' MAHOGANY + 114' PLYWOOD+ 8/8 MAHOGANY THICKNESS REDUCED TO IF! AT PANEL STOPS. TYPE 88 15/8' COMPOSITE WOOD PANEL MINIMUM BITE: 518' 1/2' MMOGANY+3/8' RED WOOD (3O.81)+ 0.010 POLYESTER FILM A110.020 AIR GAP+WB' MAHOGANY THICKNESS REDUCED TO .92" AT PANEL STOPS. 8, 8A cc IA re DOW 995 STRUCTURAL SILICONE rxi s IA 2A, 3A 18GAx1 1/4' BRAD NAILS AT 1° FROM END AND 3'OC DOW 995 STRUCTURAL SILICONE 8B EXTERIOR 18GAxI 1/4° BRAD NAILS AT 1' FROM END AND 3'EC DOW 995 STRUCTURAL SILICONE 0 IA 2, 3 EXTERIOR 18GAxl 1/4' BRAD NAILS AT 1' FROM END AND 3'0C MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33186 Tel.: (305) 255-7783 Fax.: (305) 2558613 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: iE1igTo Jur. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO ® AOLCOM Engineer Seal Pedro De FlgueIredo PE 52609 DRAFTING, PKIMAFTINGaMORE Date: 10/09/07 Scale: NA Design by: PPMF MIAMI•DADE BCCO: Approved as =mime PA /114 Floc' NOAH Mimi Coifing By Drawing Number 07 -215R1 Sheet 7 of 13 TYPICAL EXTERIOR CAULK GE 1000 SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 w BY OTHERS 1X DR 2X PT WOOD IF REQUIRED 1 A 3 W 1 SCHLEGAL Q -LON QED -650 DETAIL A HEADER 2 INTERIOR WOOD PANEL SEE SHEET 7 DETAIL B SILL USE OF ALTERNATE 81, B2 IS ACCEPTABLE 2 SCHLEGAL Q -LON QED -650 6B TYPICAL EXTERIOR CAULK GE 1000 EXTERIOR WOOD PANEL SEE SHEET 7 DOOR OPENING (DD) I 1� 1� 33 R EXTERIOR �4 DOOR FRAME WIDTH (DFW) INTERIOR SCHLEGAL Q -LON 2 QED -650 INTERIOR WOOD PANEL SEE SHEET 7 AM Nip SCHLEGAL Q -LON QED -650 um Alia glIM 2A TYPICAL EXTERIOR CAULK GE 1000 DETAIL B2 SILL 6A SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 EXTERIOR MAX. 1/4` SHIM EMBED. BY OTHERS 1X OR 2X PT WOOD IF REQUIRED SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 DETAIL C JAMB OPERABLE TYPICAL EXTERIOR CAULK GE 1000 WEATHER STRIPPING OPTIONS: 1- SCHLEGAL Q-LON 0E0.660 2- THERMATRU WTFB68/80 WOOD PANEL SEE SHEET 7 INTERIOR DETAIL B1 SILL SCHLEGAL Q -LON QED-650 SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 TYPICAL EXTERIOR CAULK GE 1000 SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33186 Tel: (305) 255 -7783 Fax.: (305) 255.6613 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: Eagan' 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 EN000 0 AOL.COM Engineer Seal Pedro De Figuetredo PE 52609 DRAFTING, PK DRAMA &MORE Date: 10/09/07 Sale: NA • Design by. PPMF MIAMI -DADE BCOO: • ;lying with dre Daze J�,Qy A i lkt�e Pmd Control t+ivis/ Drawing Number 07 -215R1 Sheet 8 of 13 DETAIL H1 JAMB i SIDEUTE SEE SEPARATE NOA FOR SIDELITE DETAIL F1 DOOR TRANSOM DOUR OPENING DETAIL H JAMB/ SIDEUTE SEE SEPARATE NDA FOR SIDELITE #�{IIIIMI1 IVetlllli{lllII1111113111! III!{f1111111U�, DECO MOULDING THERMATRU WTFB68 /80 INTERIOR DETAIL F DOOR TRANSOM DECO MOULDING EXTERIOR WEATHER STRIPPING OPTIONS: 1- SCHLEGAL Q-LON QED,850 2- THERMATRU WrF886180 DETAIL K DOOR INTERMEDIATE RAIL MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255 -7783 Fax.: (305) 255.6813 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: +.E.it.gTo Jxtr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO a A01..COM Engineer Seal Pedro De Flguelredo PE 52609 DRAFTING, . PKDRAFIIN6 &MORE Date: 10/09/07 Scale: NA Design by: PPMF MIAMIAADE 8000: Appsaved as complying with tha Florida t4il0n Coda Data 70S Miami Miami Comrol 8y__ Drawing Number 07 -215R1 Sheet 9 of 13 DETAIL D MEETING STILES DOOR HANDLE INTERIOR THERMATRU WTFB68 /80 3A EXTERIOR 447x2 1/4' GRABBER STREAKER FINE THREAD TRIM HEAD SCREWS SPACED AT 9° DC WEATHER STRIPPING OPTION& 1- SCHLEGAI. Q-LON OED-650 2- THERMATRU WFFB66/80 FRAME WIDTH MAX. (FW) 1/4' OPTION 1 FRAME VITH MAXIMUM 1/4' PT ODD SHIM 1/4' TAPCONS BY ELLD WITH 1 1/4° MIN EMBEDMENT INTO MASONRY (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 F13R ANCHORS QTY. AND LAY -OUT) FRAMING ANCHORAGE DETAILS MAX. FRAME WIDTH 1/4' (FW) OPTION 2 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM AND I•X PT CONT. WOOD SPACER 1/4' TAPCONS BY ELM WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) FRAME WIDTH CFW) 1/4' MAX. PT BUCK BY OTHERS EXISTING iiid .I� STRUCTURE EXTERIOR MAX. 4 OPTION 3 FRAME WITH MAXIMUM 1/4° PT WODD SHIM AND 2'X PT CONT. WOOD BUCK BY OTHERS 914 SS WOOD SCREWS OR 1/4' TAPCONS WITH 1 1/2° MIN. EMBEDMENT INTO WOOD (SG =.55) (REFER TO ELEVATIONS UN SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) FRAME WIDTH 1/4' (FV) nax. 1/8' OPTION 4 FRAME WITH MAXIMUM 1/4' PT WODD SHIM 1/4' -20 HWH DRILFLEX SELF DRILLING SCREWS INTO MIN 1/8' A36 STEEL (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255.7783 Fax.: (305) 25513 PRODUCT: SWING OUT WOOD DOOR SOUO WO3D PANELS Engineering: Eng To +lnr. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, F1. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 EN000 0 AOL.COM Engineer Seal Pedro De Flguetredo PE 52609 DRAFTING. PKI HAFMIN6 &MORE Date: 10/09/07 Scale: NA Design by PPMF MIAmbDADE BCCO: Approved as complying with the Florida c ' Code Date NO Miami Dade Product t C narol Hy Drawing Number 07 -215R1 Sheet 10 of 13 n FRAMING COMPONENTS 4563 n TYPE 6 000R HEADER AND .IHMBS . WINDOW HEADER, JAMBS AND SILL LAMINATED OR MUD WOOD N cu TYPE 6- DOOR THRESHOLD LAMINATED OR SOLID WOOD MAHOGANY 3/4° SYP PT VOOD �— TYPE 6A• DOOR THRESHOLD LAMINATED OR SOLID WOOD TYPE 68 ENDURA ALUMINUM THRESHOLD SASH COMPONENTS TYPE 4- ASTRAGAL LAMINATED OR SOUD MOO 1.813 --- .625 1.188 Ai TYPE 2 - RAIL/STILE LAMINATED OR SOLID WOOD 0.625 1.188 1 N � VARIE Faim 0.625 TYPE 1-GLAZING STOP LAMINATED OR SOLID WOOD N� MT TYPE 1A- OLAZIN3 STOP LAMINATED OR SOLID WOOD --- 1.813 -- 4325 1 0.363 N U) z TYPE 2A- RAILISTILE LAMINATED OR SOLID WOOD 1.813 400 0.325 0 0 325 0 2 cu ° TYPE 3 - INTERMEDIATE RAIL TYPE 3A- INTERMEDIATE RAIL HORIZONTAL / VERTICAL HORIZONTAL / VERTICAL LAMINATED OR SOLID D WOOD OOD LAMINATED OR SOLID WOOD MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33186 Tel.: (305) 255 -7783 Fax.: (305) 255-8613 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: +Eu.g00 . ur. CA 8116 6971 W. Sunrise Blvd. 104 Plantation. Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO ® AOL.COM Engineer Seal Pedro De Flguelredo PE 52609 DRAFTING PK DRAFTING & MORE Date: 10/09/07 Scale: NA Design by PPMF MIAMI -DADE BCCO: Approved as IX+:1 plying wdh the Florida Building Dale NOAH Miami Di Drawing Number 07 -215R1 Sheet 11 of 13 SASH 2A/3A ASSEMBLY TYPICAL I /2'DIAM x 5° WOOD DOWELS WITH 2 3/4° PENETRATION INTO HORIZ, RAILS (1) 5/8 °X5 & (1) 1/ 4°X5° STEEL REINFORCING BOLTS VERTICAL STILES TOP RAIL INTERM. VERT. STILE INTERN. RAIL BOTTOM RAIL (1) 5/8 °X5 & (1) I /4'X5' STEEL REINFORCING BOLTS SASH 2/3 ASSEMBLY TYPICAL 1 /2'DIAM x 5° WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ. RAILS TOP RAIL INTERM, VERT. STILE (1) 5/8 °XS & (1) I /4'X5' STEEL REINFORCING BOLTS VERTICAL STILES INTERN. RAIL BOTTOM RAIL (1) 5 /8 °XS & (1) 1/4 °X5" STEEL REINFORCING BOLTS MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255-7783 Fax.: (305) 255-6613 PRODUCT: SWING OUT WOOD DOOR SOLID WOOD PANELS Engineering: +.Eextg(an Jnr. CA 8116 6971. W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCOM Engineer Seal Pedro De Figuelredo PE 52609 DRAFTING, PKDBAfTINC a MORE Date: 10109/07 Scale: NA Design by PPMF MIAMI•DADE 8CC0: Approved as camplying,with the Florida 8 . . Daze NOAH — Miami Dada Product C.0311101 Dlv'. Drawing Number 07 -215R1 Sheet 12 of 13 TYPICAL CORNER FRAMING CONSTRUCTION (5) 7/16'X 5' CROWN STAPLES WOOD GLUE AT ALL JOINTS r(3) #14X2 3/4° FH WOOD SCREWS 6, 6A, 6B WOOD GLUE AT ALL JOINTS FRAME ASSEMBLY: THE TOP CORNERS WERE RABBETED (1/2' NOTCH ON THE JAMBS) AND FASTENED TOGETHER WITH (5) 7/16'X2' CROWN STAPLES. THE BOTTOM CORNERS WERE BUTT JOINED AND FASTENED WITH (3) #14X2 3/4' FH WOOD SCREWS. WOOD GLUE WAS APPLIED AT ALL JOINTS BILL OF MATERIALS ITEM DESCRIPTION 1 LAMINATED OR SOLID WOOD GLAZING STOP 1A LAMINATED OR SOLID WOOD GLAZING STOP 2 LAMINATED OR WOOD DOOR RAIL /STILE 2A LAMINATED OR WOOD DOOR RAIL /STILE 3 LAMINATED OR WOOD DOOR INTERMEDIATE RAIL 3A LAMINATED OR WOOD DOOR INTERMEDIATE RAIL 4 LAMINATED OR WOOD DOOR ASTRAGAL 5 LAMINATED OR WOOD DOOR FRAMING 6 LAMINATED OR WOOD DOOR THRESHOLD 6A LAMINATED OR WOOD DOOR THRESHOLD 6B 4 1/2 x 1 ALUMINUM ENDURA THRESHOLD 7 TS 4X2 — 1/4' ASTM A500 —B STEEL MULLION 7A 1/4X4 ASTM A36 STEEL REINFORCEMENT 8 SCHLEGAL Q —LON QED -650 WEATHER STRIPPING 8A THERMATRU WTFB68 /80 WEATHER STRIPPING 9 GE SCS 1000 SILICONE SEALANT 10 POLYSEAM SEAL ADHESIVE SEALANT 11 DOW 995 SILICONE 12 5/16' SS PHMS W/ NUT 13 7/16' CROWN STAPLES 14 #7X2 1/4' GRABBER STREAKER FINE THREAD TRIM HEAD SCREWS 15 5/16' ITW TAPCONS ANCHORS 16 1/4' TAPCONS BY ELCO 17 #14 SS WOOD SCREWS 18 1/4 -20 HWH GRADE 5 SELF DRILLING SCREWS 19 1/2' WEDGE BOLTS ANCHORS BY POWERS 20 1/2'X5' WOOD DOWELS 21 5/8'x5' STEEL BOLTS 22 1 /4'x5' STEEL BOLTS 23 TITEBOND II PREMIUM WOOD GLUE BY FRANKLIN MANUFACTURING MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33186 Tel.: (305) 255.7781 Fax.: (305)255 -6813 PRODUCT: SWING OUT WOOD DOOR SCUD WOOD PANELS Engineering: Engle 3.nr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCOM Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING: PK DRAFTING & MIRE Date: 10109/07 Scale NA Design by PPMF MIAMI.DADE ECCO: Apprond as camplying with the HoriduEu, in Cade Moo 00'' NORM — �� Miami Prmbd Can t Drawing Number 07 -215R1 Sheet 13 of 13 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidadeaov/buildinacode All American Supply Company 12920 S.W. 122nd Avenue Miami, FL 33186 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 "Fixed Door Sidelite & Transom" Wood Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 07- 196111, titled "Series Fixed Window Combo of Glass/ Wood Panel or Glass Only ", sheets 1 through 12 of 12, dated 06/28/2007, prepared by EngCo, Inc., dated 11/08/ 2007, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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. Gaston, P.E. NOA No. 07 -0828.04 Expiration Date: November 29, 2012 Approval Date: November 29, 2007 Page 1 All American Supply Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 07- 196R1, titled "Series Fixed Window Combo of Glass/ Wood Panel or Glass Only ", sheets 1 through 12 of 12, dated 06/28/2007, prepared by EngCo, Inc., dated 11/08/2007, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -06 -4076, dated 03/07/2007, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06- 4065B, dated 10/19/2006, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on: 1) Mr Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI 05 -1496, dated 10/19/2006, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -06 -4077, dated 03/07/2007, signed and sealed by Rafael E. Droz -Seda, P.E. 5. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI- 06- 4065A, dated 10/19/2006, signed and sealed by Rafael E. Droz -Seda, P.E. E -1 D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0828.04 Expiration Date: November 29, 2012 Approval Date: November 29, 2007 All American Supply Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI- 06- 4007, dated 10/19/20067, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 06/28/2007, prepared by EngCo, Inc., dated 11/08/2007, signed and sealed by Pedro De Figueiredo, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 03- 0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated December 11, 2003, expiring on December 11, 2008. F. STATEMENTS 1. Statement letter of conformance, no financial interest and independency, dated 06/28/2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -2 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 07.0828.14 Expiration Date: November 29, 2,012 Approval Date: November 29, 2007 INDEX: SHEET 1 OF 12 - GENERAL NOTES & MODEL TYPES SHEET 2 OF 12 - MODEL E ELEV. SHEET 3 OF 12 - MODEL D ELEV. SHEET 4 OF 12 - MODEL C1 ELEV.- SASH OPTIONS SHEET 5 OF 12 - GLAZING OPTIONS SHEET 6 OF 12 - DETAILS SHEET 7 OF 12 - DETAILS SHEET 8 OF 12 - DETAILS SHEET 9 OF 12 - FRAMING ANCHORAGE SHEET 10 OF 12 - COMPONENTS SHEET 11 OF 12 - WINDOW ASSEMBLY SHEET 12 OF 12 - FRAMING ASSEMBLY GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 ED. (2006 SUPPLEMENT) INCLUDING THE HIGH VELOCITY HURRICANE ZONES (HVHZ). 2- DEFINITION: THIS PRODUCT IS A FIXED WOOD TYPE WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT RESISTANCE, 3- POSTING: 'FIXED WINDOW LARGE g SMALL MISSILE IMPACT RESISTANT ALL AMERICAN SUPPLY COMPANY. MIAMI - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS' LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE. 5- MATERIAL: ALL WOOD AND GLAZING PARTS TO BE AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT UR ENIGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3'/. INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED FOR WOOD TO WOOD CONNECTION. 135 1/4' MAXIMUM 1 154 3/4' MAXIMUM MODELS MODEL C1 OR SEE WINDOWVt98IDEUTE&TRANSOM V.SEPARATE NOA FOR FOR DETAILS AND DESIGNED PRESSURES APPROVED DOOR REFER TO: SHEET 2 O 12 OR WINDOW • LMAXIMUM1 44 1/2' MODELC1 SQUARE BINDLE FIXED 1MNDOAt FOR DETALBAND DESIGNED PREBSURE3 SHEET4OF12 12I 3/8' MAXIMUM MODEL I) \ SEE SEPARATE NOA DOUBLE ARCH FIXED WINDOW FOR APPROVED FOR DETAILS AND DESIGNED PRESSURES DOOR OR WINDOW SHEET 30F 12 EACH VWNDOW, SIDEUTE AND TRANSOM MODEL CAN BE DESIGNED FORALLSASH OPTIONS ON SHEET 4 OF 12 WATER INFILTRATION EXCEPTIONS: DOOR/WINDOW ASSEMBLIES INSTALLED IN NDNHABITABLE AREAS OR INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIGHT EQUAL OR MORE THAN 1, DO NOT NEED TO MEET THE TEST FOR WATER INFILTRATION. 0VERHANG� UHL. OHL- OVERHANG LENGTH DHH- OVERHANG HEIGHT MANUFACTURER: All American Supply Company 129205W 120 STREET MIAMI, FL 33188 Tel.: (305) 255.7783 Fax.: (305) 2558613 PRODUCT: FIXED WINDOW OOMBOOF MASS MOOD PANEL OR GLASS ONLY Engineering: ExtgOn hr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, Fi. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOLCOM NOV 0 2001 Engineer Seal Pedro De Flguelredo PE 52609 DRAFTING. Pit awn &MORE Date: 1023107 Sale: NA Design by PPMF MIAMI -DADS ecca: Approved es eomply ngai@h9m Florida kwi Code DM! NO 4'21 *, Drawing Number 07 -196R1 Sheet 1 OF 12 TYPICAL ELEVATIONS SEE SEPARATE MA FOR DOOR OR WINDOW MODEL E WINDOW W/ SIDELITE & TRANSOM PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 1 OF 12 FOR WATER INFILTRATION EXCEPTION SHEET 37 3/4 °--- 1541 -.-37 3/4' --•- --25 SSMS .15 1/8' ---25---- A, B, B1, C, K - MAX. 75 1/8° El, I, I1, H, J - 62i ■--37 3/4 -- - 97 1/2' O APPLICABLE FI NNLIDEL CI 1 _ 0 / O o- in cn a^ Omaw /O TYPICAL ELEVATIONS SEE SEPARATE MA FOR DOOR OR WINDOW MODEL E WINDOW W/ SIDELITE & TRANSOM PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 1 OF 12 FOR WATER INFILTRATION EXCEPTION SHEET DETAILS SHEET 6 CON SSMS .15 1/8' 7 A, B, B1, C, K 8 El, I, I1, H, J 4 LOCATIONS -CON 1- MULLION CONNECTION SEE SHEET 6 4 ANCHORS AT MAX. 12 7/8° OC 7 ANCHORS AT MAX, 10 1/2° OC -4 LOCATIONS -CON 1 MULLION CONNECTION SEE SHEET 6 4 ANCHORS AT MAX. 12 7/8' OC <5> SS 5/16 MS AT 17 1 /8' I• ' 1 . II I I I I� I I II 5/16 1 1 II III SSMS .15 1/8' aWII -�I I I I 1111 I I I IIl I 4 LOCATIONS -CON 1- MULLION CONNECTION TS 1/4 -4X2 -/ ASTM A500B STEEL MULLION w❑ 0. yn adE 0:a "i+, 1 1 1 1 1 i_119 IT 7 ANCHORS I �4 LOCATIONS-CON 1 10 AT1 1/2' MAX. DC MULLION CONNECTION "-TS 1/4 -4X2 STEEL FRAMING ASTM A500B MULLION ANCHORAGE STEEL MULLION SEE SHEET 6 FOR DETAILS 1 MIN. WOOD SPECIFIC GRAVITY = .53 MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33185 Tel.: (305) 255-7783 Fax.: (305) 255.6613 PRODUCT: FIXED WINDOW COMBO OF GLASS / WOOD PANEL OR GLASS ONLY Engineering: FitgCO L1 Jnr. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOLCOM V082A8i N Englneer Seat Pedro De Flguelredo PE 52609 DRAFTING. PKWIAFIIN6 &MO> E Date: 10/23/07 Scale: NA Design by PPMF MLAMI.DADE BCCO: Drawing Number 07 -196R1 Sheet 2OF12 V' try f1' 0 MAX. 1218 MAX. FW= 82�' TYPICAL ELEVATIONS \\_SEE SEPARATE NOA FOR DOOR OR WINDOW MODEL D DOUBLE ARCH FIXED WINDOW PD= +75 PSF, —75 PSF — (WATER'INFILT. EXCEPTION) PD= +60 PSF, —75 PSF — (NO WATER INFILTRATION) SEE SHEET 1 OF 12 FOR WATER INFILTRATION EXCEPTION SHEET DETAILS SHEET 6 CON1 7 A, B, B1, C, K 8 E1, I, I1, H, J PERIMETER FRAMING ANCHORAGE SEE SHEET 6 FOR LAY —OUT SHEET .8 FOR DETAILS El AND J (6) 5/16X2.5 SSMS W/ (2) 3/4' WASHERS AND LOCK NUTS THRESHOLD ANCHDRS AS PER MODEL B STEEL FRAMING REINFORCEMENT ANCHORAGE SEE SHEET 8 DETAIL H FOR DETAILS MIN. WOOD SPECIFIC GRAVITY =.53 (2) 5/16X2.5 SS MS TWO 3/4' WASHERS AND LOCK NUT MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL. 33186 Tel: (305)256 -7783 Fax.: (305) 255-6613 PRODUCT: FIXED WINDOW CGMBOOF OLASS 1 %000 PANEL ORGLASS ONLY Engineering: +Engee 3tit. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOL.COM 10V 0 8 200r Engineer Seal Pedro De Flgueiredo PE 52608 DRAFTING, PK MARINO &MARIE Date: 1023/07 Seale: NA Design by PPMF MIAMMADE BCCO: Approved AS complying with** Ronda NNyildlna Code Dale NOA Dlixuni 8y Drawing Number 07 -196R1 Sheet 3 0F 12 MIN. WOOD SPECIFIC GRAVITY= .53 MAX. 97i" FH LMAX. 44k FW--1 TYPICAL ELEVATIONS 5 ANCI4ORS 1151MA l 31 15 15 —5 ANCHORS TYPICAL FRAME ANCHORAGE MODEL C1 SQUARE FIXED WINDOW PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (ND WATER INFILTRATION) SEE SHEET 1 OF 12 FOR WATER INFILTRATION EXCEPTION SHEET DETAILS SHEET 6 CON1 DESCRIPTION 7 A, B, B 1, C, K S 8 El, I, I1, H, J SASH PANEL OPTIONS cara 1035 1045 105S 103A 104A 105A 107E 103E 104E 105E 107A N 1 IDS 110A 110E 111S 111A 111E 12S 112A 112E 113S 113A 113E 1075 108A 108E 114S 114A . 114E MODEL ARCH SQUARE ELLIPTICAL DESCRIPTION 103 A S E 6 SOLIs / GLAZED PANELS •104 A S E 1 OVAL GLAZED PANEL 105 A S E 2 SOLID / 1 OVAL GLAZED PANEL 107 A S E 1 GLAZED PANEL - PAIR /SINGLE 108 A - E 1 GLAZED PANEL - PAIR 110 A S E 1 GLAZED / 2 SOLID PANEL 111 A S E 1 GLAZED / 1 SOLID PANEL 112 A S E GLAZED /SOLID CUSTOM DESIGN 113 A S E GLAZED /SOLID CUSTOM DESIGN 114 A S E GLAZED /SOLID CUSTOM DESIGN MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33188 Tel.: (305) 255 -7783 Fax.: (305) 255-6813 PRODUCT: FIXED WINDOW COMBO OF GLASS! WOOD PANEL OR GLASS ONLY Engineering: +.Eng(5o :Int. CA 8116 6971 W. Sunrise Blvd, 104 Plantation. FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOLCOM NOV 0 8 2001 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING NNW= ONE Date: 1023/07 Scale: NA Design by PPMF MIAMI -DADS 8000: Approved as wmpiyhig vd0ttlr g Cod Dam e NOM Miami Dada Drawing Number 07 -196R1 Sheet 4 OF 12 7/16° TYPE 8A 1 UT COMPOSITE WOOD PANEL 55° MAHOGANY+ 114' PLYWOOD+ 5A1' MAHOGANY THICKNESS REDUCED TO .50° AT GLAZING STOPS. TYPE8 1318' COMPOSITE NOD PANEL 112' MAHOGANY +114° PLYW000+ 117 MAHOGANY THICKNESS REDUCED TO .50, AT GLAZING STOPS. 1,1-1 1/2-1 TYPE 86 1818' CDMPO80'E WOOD PANEL 1l7 MAHOGANY +318' RED WOOD 040.8H+ 0.010 POLYESTER FILM WA.Om AIR OAP+ 5/8' MAHOGANY THICKNESS REDUCED TO .920 AT GLAZING STOPS. TYPE 9 7/8' INSULATED LAMINATED SAFETY PLUS A GLASS EXT. 118' TEMP+ 318` AIR SPACE+ 1/ ' TEMP+ 0.090 SPIT INTERLAYER+ 3/18' TEMP INT TYPE 8A 7M8'L6MINATED VENCEVASTORM GLASS 3/16' TEMP + 0.075 VENCEVA INTERLAYER+Mir TEMP CO hi t - 40.920» -- TYPE EID 7/1rLAMINATED GLASSLAM SAFETY PLUS IIG1A88 3/18' ANNEALED+ 0.080' GLASSLAM SPA INTERLAYER+ 3116' ANNEALED -- 13/4'- TYPE 9B 314' INSULATED LAMINATED SAFETY PLUS 11 GLASS EXT. Ur TEMP+ 1/4° AIR SPACE+ 1/B° TEMP+ 0.118 SPIT INTERLAYER+ 118' TEMP INT 7/16' TYPE9E 7/18° LAMINATED GLASSLAM SAFETY PLUS A GLASS 3/18° HS+0.090' SP II INTERLAYER+ 3/16' H8 TYPE 9C 7 /IF LAMINATED GLASSLAM SAFETY PLUS A GLASS 3M8' ANNEALED +0.105 GLASSLAM SP A LNTERLAYER +3/19' ANNEALED 7/16' 7/16' GLAZING OPTIONS 8, 84 1A DOW 995 STRUCTURAL SILICONE z ^tW' 2A, 3A 8, 8A 14, 1 a: IA re BRAD NAILS AT 1' FROM END AND 3 °0C 2, 3 DOW 995 STRUCTURAL SILICONE 0 9, 9A, 9B, 9C, 9D, 9E IA O PET FILM EMBEDDED INTO DOW 995 STRUCTURAL SILICONE AT 9, 93, 9C, 93, 9E DOW 995 STRUCTURAL SILICONE zZo� IA 2A, 3A 9, 94, 9B, 9C, 9D, 9E EXTERIOR BRAD NAILS AT 1' FROM END AND 3'0C EXTERIOR BRAD NAILS AT 1' FROM END AND 3'OC DOW 995 iSTRUCTURAL SILICQNE 0 PET FILM EMBEDDED 2, 3 INTO DOW 995 EXTERIOR STRUCTURAL SILICONE BRAD NAILS AT 1' AT 9C, 9D, 9E FROM END AND 3'0C 0 IA BRAD NAILS AT I' FROM END AND 3 °OC DOW 995 STRUCTURAL SILICONE 9A, 9C, 9D, 9E-, EXTERIOR BRAD NAILS AT 1' FROM END AND 3 °0C Z N W 1 PET FILM EMBEDDED INTO DOW 995 STRUCTURAL SILICONE AT 9, 93, 9C, 9D, 9E DOW 995 STRUCTURAL SILICONE MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33188 Tel.: (305) 255 -7783 Fax.: (305) 255 -8813 PRODUCT: FIXED WINDOW COMBO OF GLASS/ WOOD PANEL OR Mass ONLY Engineering: En.gTcT lint. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOL.COM NOV 0 8 200•/ Engineer Seal Pedro De Flguelredo PE 52.609 DRAFTING. PK DRAFTING a MIME Date: 1023/07 Scale: NA Design by PPMF MUUBI -DADE BOLO: Approved as complying with fire Reside Code Date NOM Miami Product .....,•, VOlT By iJ 'w' • Drawing Number 07 -196R1 Sheet 5 OF 12 MODEL E 4 LOCATIONS -CON 1 MULLION CONNECTION 1/4' -4 °X5 1/2' ASTM A36 STEEL BASE PLATE TS 1/4 -4X2 ASTM A500B STEEL MULLION (4 PER .CLIP) 5/16° TAPCONS BY ITW W/ 2 1/4' EMBEDMENT INTO 3000 PSI CONCRETE 1 ClitC11111111IIIIIAII IIIIIIIIlI611f11 "IIIIl4glll1lll11 5/16' SS PHMS W/ NUT SPACED AS PER ELEVATION TS 1/4 -4X2 k.„,_..--I-ASTM A500B 1 STEEL MULLION 5/16' SS PHMS W/ NUT �i SPACED AS PER ELEVATION idN11111111111111111111111i11111i11UilII1VIi1 0 11 1 111 1 1 1 ro I � caa E70 - D3.1 1 c i WOOD__ ....I FRAMING 1/4X2X3,25' ASTM A36 STEEL PLATE MODEL D PERIMETER FRAMING ANCHORAGE �AeOC� 1 ` Q�> 1/4'X4° POINT 2 / BASE PLATE POINT 1 BASE PLATE C2 ANCHORS) 5/16° TAPCONS BY ITW W/ 2 1/4' EMBEDMENT INTO 3000 PSI CONCRETE 1/2' WEDGE BOLTS W/ 4' EMBED, INTO 3000 PSI CONCRETE (2 ANCHORS) 5/16' TAPCONS BY ITW W/ 2 1/4° EMBEDMENT INTD 3000 PSI CONCRETE POINT 2 BASE PLATE 4 rn POINT 3_j BASE PLATE 1 /4'X4° 1/4'X4' STEEL BASE PLATE TYPICAL 5 LOCATIONS E70 1/4-4X12 ASTM A36 STEEL PLATE • POINT 3 BASE PLATE (5 ANCHORS) 5/16' TAPCONS BY ITW W/ 2 1/4' EMBEDMENT INTO 3000 PSI CONCRETE (4 PER CLIP) 5/16' TAPCONS BY ITW W 2 1/4' EMBEDMENT INTO 3000 PSI CONCRETE 1/4 -4X ASTM A36 STEEL REINFORCEMENT 1/4 -4X12 ASTM A36 STEEL PLATE MANUFACTURER All American Supply Company 12920 SW 120 61 H66T MIAMI, FL 33186 Tel.: (305) 255 -7783 Fax.: (306) 255-6813 PRODUCT: FIXED WINDOW COMBO OF GLASS 1 WOOD PANEL OR GLASS ONLY Engineering: +Eu.g(!zn Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 565 -0305 EN000 0 AOL.COM NOV 9 8 200; Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING PK DURING it MORE Date: 1023107 Scale: NA Design by PPMF MUIMI -DADE 8000: AIpptp[aavved aornplyiagaillh dal Fda Code Date .a* NOAH -rl Miami ,<w► BY Drawing Number 07 -196R1 Sheet 6 OF 12 SEE FRAMING ANCHORAGE DETAILS ON SHEET 9 BY OTHERS IX DR 2X PT WOOD IF REQUIRED 1 11,\ OF 16GA 2 "x7/16' (2) ROWS CROWN STAPLES SPACED AT 2"UC WINDOW FR.9ME HEIGHT WINDOW OPENING DETAIL A HEADER DETAIL B SILL SCHLEGAL 0 -LON QED -65 -0 (2) ROWS OF 16GA 2'x7/16' CROWN STAPLES SPACED AT 2'0C SEE FRAMING ANCHORAGE DETAILS ON SHEET 9 INTERIOR (2) ROWS OF 16GA 2 °x7/16 CROWN STAPLES SPACED AT 2'OC EXTERIOR DETAIL B1 SILL GE SCS 1000 SILICONE WINDOW FRAME WIDTH EXTERIOR INTERIOR EQ EQ EQ (2) ROWS OF 16GA 2'x7/16" CROWN STAPLES SPACED AT 2'0C 6A BY OTHERS IX OR 2X PT WOOD IF REQUIRED 1 1:,111'l'�: ?4L IIllS \!111 MAX. SHIM SEE FRAMING ANCHORAGE DETAILS ON SHEET 9 DETAIL C JAMB FIXED TYPICAL EXTERIOR CAULK GE 1000 DETAIL K WINDOW INTERMEDIATE RAIL SEE FRAMING ANCHORAGE DETAILS ON SHEET 9 MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33188 Tel.: (305) 255.7783 Fax.: (305) 255-6613 PRODUCT: FIXED WINDOW C01460 OF GLASS / WOOD PANEL OR GLASS ONLY Engineering: 2Ext gLT 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation. FI. 33313 Tel.: (954) 585 -0304 Fox: (954) 585 -0305 ENC00 ® AOL.COM SOY 0 8 200i Engineer Seal Pedro De Flguelredo PE 52609 DRAFT I% PK DRAFTING a MORE Date: 10123107 Scale: NA Design by: PPMF MIAMI -DARE Otto: Approved as rmnplyingwilhde Floide r. . Code NO".» d' Miami Dodo Product •... DivdR� •% Drawing Number 07 -196R1 Sheet 7 OF 12 DETAIL 11 SIDEUTE TRANSOM (2) ROWS OF 16GA 2'x7/16' CROWN STAPLES SPACED AT 2171C 5/I6° SS PHMS W/ NUT SPACED AS PER ELEVATION 7A REFER TO SHEET 6 FOR ANCHORAGE DETAIL DETAIL 1 SIDELrrE TRANSOM (2) ROWS OF 16GA 2'x7/16' CROWN STAPLES SPACED AT 2'OC 5/16' ITW TAPCONS 2 1/4' INTO 3000 PSI CONCRETE SPACED AS PER ELEVATION 5/16° SS PHMS W/ NUT SPACED AS PER ELEVATION WOOD FRAMING TO EXTERIOR INTERIOR BE NOTCHED 118X4 TO FIT STEEL PLATE ' INTERIOR GE SCS 1000 SILICONE DETAIL H JAMB I SIDEUTE DECO MOULDING 5 5/16' SS PHMS W/ NUT SPACED AS PER ELEVATION GE SCS 1000 SILICONE (2) ROWS OF 16GA 2'x7/16' CROWN STAPLES SPACED AT 2'0C EXTERIOR (7) REFER TO SHEET 6 FOR ANCHORAGE DETAIL DECO MOULDING (2) ROWS OF 16GA 2`x7/16' CROWN STAPLES SPACED AT 2'0C EXTERIOR . MIN. 2 1/2' EDGE DISTANCE DETAIL E1 PERIMETER FOXED EXTERIOR DETAIL J SIDELITE SILL (2) ROWS OF 16GA 2'x7/16" CROWN STAPLES SPACED AT 210C INTERIOR INTERIOR (2) ROWS OF 16GA 2`x7/16' CROWN STAPLES SPACED AT 2'OC 5/16' TAPCONS W/ EMBEDMENT OF 1 1/2' INTO WOOD STRUCTURE OR 1 3/4' INTO CONCRETE MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33188 TeL (305) 255 -7783 Fax.: (305) 2558813 PRODUCT: FIXED WINDOW COMBO OF GLASS I MOO PANEL OR GLASS ONLY Engineering: ExtgMo ilttr. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOLCOM Engineer Seal Pedro De Flguelredo PE 52809 DRAFTING. PK DIMING &MORE Date: 1023/07 Scale: NA Design by: PPMF MIAMI -DADE 8000: Approved as complyingwtlhthe Florida Code �% Dow NOAB 04 Mani Dade , T f BY +3er., Drawing Number 07 -196R1 Sheet 8 OF 12 FRAME WIDTH MAX. (FW) 1/4' OPT I ❑N 1 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM 1/4' TAPCONS BY ELCO WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) FRAMING ANCHORAGE DETAILS MAX. FRAME WIDTH 1/4' (FY) OPT I ❑N 2 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM AND 1'X PT CONT. WOOD SPACER 1/4' TAPCONS BY ELCO WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FIII2 ANCHORS QTY. AND LAY -OUT) FRAME WIDTH MAX. (FW) 1/4' PT BUCK BY OTHERS EXTERIOR 1/4' MAX. EXISTING STRUCTURE OPT ION 3 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM AND 2'X PT CONT. wimp BUCK BY OTHERS 614 SS WOOD SCREWS OR 1/4' TAPCONS WITH 1 1/2' MIN. EMBEDMENT INTO WOOD (SG =.55) (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) FRAME WIDTH 1/4' (FW) Max. 1/8' DPI ION 4 FRAME WITH MAXIMUM 1/4' PT WOOD SHIM 1/4° -20 KWH DRILFLEX SELF DRILLING SCREWS INTO MEN. 1/8' A36 STEEL (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) MANUFACTURER: All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255 -7783 Fax.: (305)2556613 PRODUCT: FIXED WINDOW cam OF OLA89 / WOOD PANEL ORGLASS ONLY Engineering: Ext4T T Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCOM Engineer Seal Pedro De FIguelredo PE 52609 DRAFTING. PK BMW &MARE Date: 1023/07 Scale: NA Design by PPMF MIAMI -DADE BCCO: F.gmwo :: wm p)ymg with ila FGw ila Dais. ' }i °� DA= :.) Oslo Product OmM4 Drawing Number 07 -196R1 Sheet 9 OF 12 FRAMING COMPONENTS SASH COMPONENTS L a —J— o .. VARIES I� MANUFACTURER: All American Supply Company 12920 SW120 STREET MIAMI, FL 33180 Tel.: (305) 255.7783 Fax.: (305) 2556813 4.563 2A00 PRODUCT: FIXED WINDOW COMBO OF GLASS / VpOD PANEL OR GLASS ONLY 0.625 —� TYPE LAMINATED OR STOP LAMINATED OR SOLID WOOD TYPE 1A • GLAZING STOP LAMINATED OR�uDW00D 0 250 c ..1.._.., ii k n ° 1 i \ ' Ls000..10 ' 1 \ , TYPES WMDOW HEADER AND JAMBS WINDOW HEADER, JAMBS AND SILL a LAMINATEDORSOLIDWOOD IA13 -- .625 I.188 -- nv'i o Nl�f -- 1,813 -- 0.325 Engineering: Etg-Ta CA 8116 8971 W. Sunrise el.: (954) 585 Fax: (954) 585 ENtxJO 0 AOLCOM 401/ Engineer Pedro De PE 3nr. Blvd. 104 -0304 -0305 8 200/ Seal Figuelredo 52609 i� (.=11- _ _ I L 0.36'3 al . N 2.979 Si — 2.395 --` MAHOGANY 01 TYPE7 STEEL MULLION A8TM AE008 co , f z In z a 5.370 TYPE 8 - W NDOW THRESHOLD LAMINATED OR SOLID HOOD 0.250 s MAHOGANY 3/4' SYP PT WOODo c °o, TYPE 2- RAJUSTILE LAMINATED ORS0U SOLID LAMINATED 0.625 • 2A- RAIUSTILB OR SOLID MK� 1.813 --- 400 0.325 I ° DRAFTING, PK ORAFTINO B MORE Date: 10123/07 Scale: NA Design by: PPMF �■ I.+-1 1.188 I --- MIAMI -DADE BCCO: Amsted es co mAhdigwitit the Florida Z`e " ode ,. ' z ill f �7 1 TYPE PIECE GLUED STEEL TITEBOND II ASTIR WOOD GLUE 7A REINFORCEMENT AM "I I-- 0.325 _i"U {- M 1 0 Thee v E 5a TYPE 8A- WINDOW THRESHOLD LAMINATED OR SOUD WDOD TWO USING PREMIUM NOAe • ''J D '' °• .d/ocLt�trol By Drawing Number 07 -196R1 H TYPE 3. INTERMEDIATE RAIL TYPE 3A- INTERMEDIATE iRAIL HORD:ONTAL1VERTICAL HORIZONTAL /VERTICAL LAMINATED OR SOLID WOOD LAMINATED OR SOLID MOO _ Sheet 10 OF 12 SASH 2A/3A ASSEMBLY TYPICAL 1 /24DIAM x 5' WOOD DOWELS WITH 2 3/4° PENETRATION INTO HORIZ, RAILS TOP RAIL INTERN. VERT. STILE (1) 5/8 °X5 & (1) 1/4'X5' STEEL REINFORCING BOLTS VERTICAL STILES INTERN. RAIL BOTTOM RAIL C1) 5/0'X5 & (1) 1/4 "X5' STEEL REINFORCING BOLTS SASH 2/3 ASSEMBLY TYPICAL 1 /2 "DIAM x 5' WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ, RAILS TOP RAIL INTERM. VERT. STILE (1) 5 /8 °X5 & (1) 1 /4'X5" STEEL REINFORCING BOLTS VERTICAL STILES INTERN. RAIL BOTTOM RAIL -1 (1) 5/8"X5 & (1) 1/4'X5' STEEL REINFORCINGi BOLTS MANUFACTURER All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tel.: (305) 255 -7783 Fax.: (305) 2558613 PRODUCT: FIXED. WINDOW COMEOOF cuss I '10OO PANEL OR GLASS ONLY Engineering: iExcg Jxtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation. FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOLCOM NOV 8 200/ Engineer Seal Pedro De flguelredo PE 52609 DRAFT INC. PRIMAFTING &MORE Date: 10)23107 Scale: NA Design by PPMF MIAMI -DADE BCCO: Approved es complying with the Florida Coda Otte 7 NOntl Q �.: r •.0 Dodo Product Drawing Number 07 -196R1 Sheet 11 OF 12 TYPICAL CORNER FRAMING CONSTRUCTION (5) 7/16'X 5° CROWN STAPLES WOOD GLUE AT ALL JOINTS �(3) #14X2 3/4' FH WOOD SCREWS 6, 6A WOOD GLUE AT ALL JOINTS FRAME ASSEMBLY THE TOP CORNERS WERE RABBETED (1/2' NOTCH ON THE JAMBS) AND FASTENED TOGETHER WITH (5) 7/16'X2' CROWN STAPLES. THE BOTTOM CORNERS WERE BUTT JOINED AND FASTENED WITH (3) #14X2 3/4' FH WOOD SCREWS. WOOD GLUE WAS APPLIED AT ALL JOINTS BILL OF MATERIALS ITEM DESCRIPTION 1 LAMINATED OR SOLID WOOD GLAZING STOP 1A LAMINATED OR SOLID WOOD GLAZING STOP 2 LAMINATED OR WOOD WINDOW RAIL /STILE 2A LAMINATED OR WOOD WINDOW RAIL /STILE 3 LAMINATED OR WOOD WINDOW INTERMEDIATE RAIL 3A LAMINATED OR WOOD WINDOW INTERMEDIATE RAIL 5 LAMINATED OR WOOD WINDOW FRAMING LAMINATED OR WOOD WINDOW THRESHOLD 6 6A LAMINATED OR WOOD WINDOW THRESHOLD 7 TS 4X2 - 1/4' ASTM A500 -B STEEL MULLION 7A 1/4X4 ASTM A36 STEEL REINFORCEMENT 8 SCHLEGAL Q -LON QED -650 WEATHER STRIPPING 8A THERMATRU WTFB68 /80 WEATHER STRIPPING 9 GE SCS 1000 SILICONE SEALANT 10 POLYSEAM SEAL ADHESIVE SEALANT 11 DOW 995 SILICONE 12 5/16' SS PHMS W/ NUT 13 16GA 2'X7/16' GALVANIZED CROWN STAPLES 14 #7X2 1/4' GRABBER STREAKER FINE THREAD TRIM HEAD SCREWS 15 5/16' ITW TAPCONS ANCHORS 16 1/4' TAPCONS BY ELCO 17 #14 SS WOOD SCREWS 18 1/4 -20 HON GRADE 5 SELF DRILLING SCREWS 19 1/2' WEDGE BOLTS ANCHORS BY POWERS 20 1 /2•X5' WOOD DOWELS 21 5/8'x5' STEEL BOLTS 22 1/4'x5' STEEL BOLTS 23 TITEBOND II PREMIUM WOOD GLUE BY FRANKLIN MANUFACTURING MANUFACTURER All American Supply Company 12920 SW 120 STREET MIAMI, FL 33186 Tei.: (305) 255 -7783 Fax.: (305) 2558613 PRODUCT. FIXED WINDOW COMBO OF OLA88/MOD PANEL OR OLA88 ONLY Engineering: +.EngTo Jitr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation. Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOLCOM NOV Q 8 200/ Engineer Seal Pedro De Flgueiredo PE 52609 DRAFTING: FRS YRAF lNG &MORE Date: 10123107 Scale: NA Design by PPMF MIAMI•DADE ECCO: Appmvn: secfeaplyings*bdm ) Ionda i ., ldi Imw NO64O' � Mu* > '$y_C�" °milml ph' • By Drawing Number 07 -196R1 Sheet 12 OF 12