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WS-12-652
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172342 Permit Number: WS -4 -12 -652 Scheduled Inspection Date: May 22, 2012 Inspector: Bruhn, Norman Owner: BOZA, RAMON Job Address: 9525 BISCAYNE Boulevard Miami Shores, FL Project: <NONE> Contractor: J &G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060143060 Phone: (561)333 -5042 Building Department Comments CHANGE OUT 2 DOORS Inspector Comments Pass,Vg�.9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 21, 2012 For Inspections please call: (305)762 -4949 Page 11 of 22 4/6/ "-no 7quoi t o EL 33472. PERM' NUMBER: 1 111111 1101 11111 11111 11111 11111 11111 1111 I l CFN 201.2R0283647 OR Bk 28081 Ps 1824 (Iva) RECORDED 04/20/2012 12 : :€6:07. HARVEY RUUIN, CLERK OF COURT II!APII -DARE COUNTY', FLORIDA LAST PAGE NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the tbllowing information is provided in this Notice of Commencement. z ^� / �J / �% /� j� 1. DESCRIPTION tOF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.: /1 ° 13 ?.•O6 - bL -r• ' 3`„C V SUuDIVIsIoNl i b m BLACK TRACT LOT BLDG UNIT 3. GENE ESCRIPTION OF IMPRO L..__ ,r aex •A • 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT; a. Name and address b. Interest in propaty: c Nammand address of fee simple ddebotd r (ffMittens from Or tided above): 4. a. CONTRACTOwsriatMEt...) 4 (41 ear pen- I: ) Camcactor'saddress 5. SURETY (ifapplaoble. s copy of the payment band is attached): a."Came and address b. Name number: 6. a LENDER'S NAME; Leader's address: • b. P�ltene.b.6-161-3,33-2720y c Amin of book $ 111 b. Phmx number: 7. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as hided by Section 713.13 (1) (a) 7., Florida Statutes: a. Remand address. b. Phone numbers of designated persons 8. a. In addition to himself or herself Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b). Florida Statutes. b. Phone number Opener' cc entity designated by Owner: 9. Expiration date of notice of co nmenanteatt (the expiration date may not be before the completion of construction and final payment to the owW , but will be 1 year from the date of recording unless a different slate is specified): 0 )L,.r Cs 411. /.IP; .0 • . dvr;lirS� v : r," : 1,1 a.JJa; gyp; r,c; x.4' k; .Ras U' 5.t- C «l.,l t?Ista tnv14.1_ ;1:71•M, On:toeSZId'.Talww:I' arts. `.10; It H I SIMIc<' J.C-11.71T o Asti wW. aAQ o f f: C711 r * TWICE F OVEMENF9 TQ YOUR PROPERTY A NOTICE OF COMMENCEMENT , ,1 • *...*A at n.a.'sr . 5+; 1111; as • 7r '5 u. t.rr -i.a r. 5 I. :a . } _l , T' T 2" L r.r 5.); 1 au 4. 4, 6i5 .,th.1,?.11151." Under penalty of A .1 • ! -..5 are that s have read the foregoing notice of commencement and that the Viers stated therein are true to • the hest ofmy • _ bet' . \ i` (Signature of Own or 'T or Owner's or Lessee's Authorized Officer/Director � , , /MatBager) Stele of am_ County of � J t� The foregoin instrument was acknowledged before me this 3! ' day of 20 / 2. by 1140 O ,as of garcon) (type ofauthrxit};...e.g officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) on Persally Known j/or Produced Identification Type of Identification Produced 14-0bN e074- (Print Nana and Provide Signatory's TitletOfice) Rev .50-01-11 (S.Re wuag) Moo ; f Notary Ptrbiie)} NW" t, Type, orS ":J ` Commisimic40604ablie Book28081 /Page1824 CFN #20120283647 NOTARY PUBUC STATE OF FLORIDA Comm#EE09893$ Exp*es 512812015 Page 1 of 1 B ILDING PERMIT APPLICATION 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 1 Permit No. LSi2 X52 Master Permit No. FBC 20 BY: P, vvpp APR 1 § 2018 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 1 4 \`I` ( AJ 7._ Phone#: `j ® .J. r Sb Address: q 2.5-- f S c'e City: �'1 a oar( S W (F' S State: Zip: 3 3 1 3 Si Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: q S ��,� + S Call 10 e. V City: Miami Shores County: Miami Dade Zip: 1 31 3 2) Folio/Parcel #: l l . 3 �� -01 . 30(e° Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: (3 4 (H ( ") Q 1--k OT 10 City: ILO P 6 State: F Qualifier Name: 4 air1ke T) �C.■ 0 el 'S State Certification or Registration #: C 0 • .t !AA Phone #: 5 �i j . 333.)) y Phone #: ,') (, (' 33'1 ^ �% 70 / Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �- �'i • Square/Linear Footage of Work: Type of Work: Address ❑Alteration ,^,�1", New DRepair/Replace Description of Work: a c9-G� c t - 'v !�_ Q ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee - . Permit Fee $ 6)0 Scanning Fee $ 1' Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4rb) 4iciMi tvf45 ✓I`11Ky- Bonding Company's Name (if applicable) Bonding Company's Address City State 1 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 a d a reinspection fee will be charged. Signature Signature Owner or Ag The foregoing instrument was acknow dged before me this day of , 20 t ,L by A.Lte,,il c , day of who is personally known to me or who has produced who i As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this 5 Sign: / - �e /• Print: it/ 7/1 SAL l_ s ILA My Commission Expires: 4,0t.; Ze,,%, * rntxS * * * * * * * * * * * * * * * * * * * * * * *I * ** APPROVED BY RITA SAUCCO MY COMMISSION # EE 048738 EXPIRES: January 12, 2015 BondedThm Wirt Natal Silakea ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 20( a , by lee 0..�,C persona own o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Commission Expir MICHAEL H. ANGER NO1"ARY PUBLIC STATE OF FLORIDA M '+ Commit EE033881 ''4 E Expires 16/1112014 (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Zoning Clerk REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. 30" X 80" Miami Shores Village APPROVED ZONING DEPT BLDG DEPT S tit IJECTTO COMPLIANCE WITH ALL FEDERAL. ,1 /ETC AND COUNTY RULES AND REGULATIONS wS 1'c — Cl25P 74" X 80" J REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. FRAME #1 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CON WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMEN DOOR FRAME #2 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS I WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMEN SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 2 IN BOZA RESIDENCE 9525 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 74 80 41.11 4 42.2 - 46.1 06- 1113.05 60.0 -60.0 LSMI 2 30 80 16.67 4 45.1 -49.0 08- 1015.05 66.7 -70.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. FRAME #1 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CON WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMEN DOOR FRAME #2 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS I WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMEN SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 2 IN BOZA RESIDENCE 9525 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 03/09/2012 - 11:35am gabriels F:101 Project FIles\ 2010-MPS WOO Wind Charts\ Reference\00 -MPS10 -400 Series (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof Hei ht 10 or, 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 4 y 45 50 25 30 356 0 - 30 ft -62.1 +46.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 .45.7 45.4 L-50.3 t +46.3 \+45. / +44.3 +43.6 +43.0 +42.6 2. - +41.8 +41.5 31 ft -50.6 +45.4 - 483 +44.6 - 47.8 +43.9 - 47.3 +43.3 -46.8 +42.9 -46.4 +42.5 - 46.1 +42.1 -45.7 +41.8 32 ft -51.0 +47.0 - 49.7 +45.7 - 48.8 +44.9 - 48.2 +44.2 - 47.6 +43.6 -47.1 +43.2 -46.7 +42.7 - 46.4 +42:4 -46.0 +42.1 33 ft -51.3 +47.3 -50.0 +46.0 - 49.2 +45.2 - 48.5 +44.5 - 47.9 +43.9 -47.4 +43.4 -47.0 +43.0 - 46.7 +42.7 -46.3 +42.3 34 ft -51.6 -50.4 +46.3 - 49.5 +45.4 -48.8 +44.7 - 48.2 +44.2 -47.7 +43.7 -47.3r +43.3 - 47.0 +42.9 -46.6 +42.6 35 ft -51.9 +47.9 -50.7 +46.6 -49.8 +45.7 - 49.1 +45.0 -48.5 +44.5 - 48.0 +44.0 - 47.6 +43.6 - 47.2 +432 -46.9 +42.9 36 ft -52.2 +48.2 -51.0 +46.9 -50.1 +46.0 - 49.4 +45.3 - 48.8 +44.7 -48.3 +44.2 - 47.9 +43.8 - 47.5 +43.4 -47.2 +43.1 37 ft -52.5 +48.4 -51.3 +47.2 -50.4 +46.3 - 49.7 +45.6 - 49.1 +45.0 - 48.6 +44.5 - 48.2 +44.1 - 47.8 +43.7 -47.5 +43.4 38 ft -52.8 +48.7 -51.6 +47.4 -50.6 +46.5 - 49.9 +45.8 - 49.4 +45.2 - 48.9 +44.7 - 48.4 +44.3 - 48.1 +43.9 -47.7 +43.6 39 ft -53.1 -51.8 -50.9 -50.2 - 49.6 - 49.1 - 48.7 - 48.3 -48.0 39 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -503 +46.3 - 49.9 +45.7 - 49.4 +452 - 49.0 +44.8 -48.6 +44.4 -48.3 +44.1 41 ft -53.7 +49.5 -52.4 +482 -51.5 +47.3 -50.7 +46.5 -50.2 +46.0 - 49.7 +45.5 49.2 +45.0 - 48.8 +44.7 -48.5 +44.3 42 ft -54.0 +49.7 -52.7 +48.4 -51.7 +47.5 -51.0 +46.8 -50.4 +462 - 49.9 +45.7 - 49.5 +45.3 - 49.1 +44.9 -48.8 +44.5 43 ft -542 +50.0 -52.9 +48.7 -52.0 +47.7 -51.3 +47.0 -50.7 +46.4 -50.2 +45.9 -49.7 +45.5 -49.3 +45.1 - 49.0. +44.8 44 ft -54.5 +50/ -53.2 +48.9 -52.2 +48.0 -51.5 +47.2 -50.9 +46.6 -50.4 +46.1` -50.0 +45.7 - 49.6 +453 -49.2 +45.0 46 ft -55.0 +50.7 -53.7 +49.4 -52.7 +48.4 -52.0 +47.7 -51.4 +47.1 -50.9 +46.6 - 50.4 +46.1 -50.0 +45.8 -49.7 +45.4 48 ft -55.5 +512 -54.2 +49.8 -53.2 +48.9 -52.5 +48.1 -51.8 +47.5 -51.3 +47.0 -50.9 +46.6 -50.5: +4612; -50.1 +45.8 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +483 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6- -50.6 +46:2 52 ft -56.4 +52.0 -55.1 +50.7 -541 +49.7 -53.3 +48.9 -52.7 +48.3 -52.2 +47.8 -51.8 - +47.3 -51.4 +46.9 -51.0 +46.6 54 ft -56.9 +52.4 -55.5 +51.1 -54.5 +50.1 -53.8 +49.3 -53.1 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 56 ft -57.3 +52.9 -55.9 +51.5 -54.9 +50.5 -54.2 +49.7 -53.6 +49.1 -53.0 +48.5 -52.6 +48.1 -52.2 +47.7 -51.8 +47.3 58 ft -57.8 +53.2 -56.4 +51.8 -55.4 +50.8 -54.6 +50.1 -54.0 +49.4 -53.4 +48.9 -53.0 +48.4 -52.6 +48.0 -52.2 +47.7 60 ft -582 +53.6 -56.8 +522 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 O N O O -O O I-+ REMARKS INIT ISSUE DRWN GSS CHID TSB Mean Roof - Height 10 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 5 40 45 50 25 30 35 0 - 30 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -543 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 31 ft -62.5 +46.7 -60.0 +45.4 -58.3 +44.6 -56.9 +43.9 -55.8 +43.3 -54.9 +42.9 -54.1 +42.5 -53.4 +42.1 -52.7 +41.8 32 ft -62'9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +442 -562 +43.6 -55.3 +432 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 33 ft' -63.3 +47.3 -60.8 +46.0 -59.1 +452 -57.7 +443 -56.6 +43.9 -55.6 +43.4 -54.8 +43.0 -54.1 +42.7 -53.4 +423 34 ft -63.7 +47.6 -61.2 +46.3 -59.4 +45.4 -58.0 +44.7 -56.9 +442 -56.0 +43.7 -55.1 +43.3 -54.4 +42.9 -53.8 +42.6 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -541 +47.9 +46.6 +45.7 +45.0 +443 +44.0 +43.6 +432 +42.9 36ft -64'5 +482 -61.9 +46.9 -60.1 +46.0 -58.7 +45.3' - 57.6 +44.7 -56.6 +44.2 - 55.8_ +43.8 -55.1 +43.4' -54.4 +43.1 37 ft -64.9 -62.3 -60.5 -59:1' - -57.9 -57.0 -56.1 ; -55.4 -54.7 +48.4 +47.2 +46.3 +45.6 +45.0 +443 +44.1 ';+43.7 +43.4 38 ft -652 +48.7 - 62.7 +47.4 -60.8 +46.5 -59.4: +45.8 -58.3 +45.2 -57.3 +44.7 -56.4 +443- -55.7 -55.0 +43.6 39 ft -65.6 +49.0 -63.0 +47.7 -612 +46.8 -59.7 +46.1 -58.6 +45.5 -57.6 +45.0 -56.8 +44.6 -56.0 +44.2 -55.3 +43.9 40 ft -65.9 +492 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57,9 +452 -57,1 +44.8 -56.3, '+44.4' -55.6 +44.1 41 ft -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 +49.5 +48.2 +47.3 +46.5 +46.0 +453 +45.0 +44.7 +44.3 42 ft -66.6 +49.7 -64.0 +48.4 -62.1 +473 -60.7 +46.8 -593 +46.2 -58.5 +45.7 -57.6 +45.3 -56.9 +44.9 -562 +44.5 43 ft -66.9 -64.3 -62.4 -61.0 -59.8 -58.8 -57.9 -572 -565 +50.0 +48.7 +47.7 +47.0 +46.4 +45.9 +45.5 +45.1 +44.8 44 ft -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 +502 +48.9 +48.0 +472 +46.6 +46.1 +45.7 +45.3 +45.0 46 ft -67.9 +50.7 -65.2 +49.4 -63.3 +48.4 -61.9 +47.7 -60.7 +47.1 -59.6 +46.6 -58.8 +46.1 -58.0 +45.8 -57.3 +45.4 48 ft -68.5 +51.2 -65.8 +49.8 -63.9 +48.9 -62.4 +48.1 -61.2 +47.5 -602 +47.0 -59.3 +46.6 -583 +46.2 -57.8 +45.8 SO ft -69.1 +51.6 -66.4 +502 - 64.4 +49.3 -63.0 +483 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 52 ft -69.7 -66.9 -65.0 -633 -62.2 -61.2 -60.3 -59.5 -58.8 +52.0 +50.7 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 54 ft -70.2 +52.4 -67.5 +51.1 -65.5 +50.1 -64.0 +49.3 -62.7 +48.7 -61.7 +48.2 -60.8 +47.7 -60.0 +47.3 -593 +47.0 56 ft -70.8 +52.9 - 68.0 +513 - 66.0 +503 - 64.5 +49.7 -63.2 +49.1 -62.2 +483 -61.2 +48.1 -604 +47.7 -59.7 +47.3 58 ft -71.3 +53.2 -68.5 +51.8 -663 +50.8 -65.0 +50.1 -63.7 +49.4 -62.6 +48.9 -61.7 +48.4 -60.9 +48.0 -602 +47.7 60 ft -71.8 +53.6 -69.0 +52.2 - 67.0 +512 - 65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +4&4 -60.6 +48.0 DATE 03/05/12 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, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CNN I o-ICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH <_ 60' BASED ON Kd = 0.85 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 OF CRITICAL CONDITIONS REQUIRED FOR USE wrrH THESE TABLES. 2. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FOR ALL ROOF TYPES & SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS ,TO -NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. 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? J 3).,, USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY -111I5 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. 7. 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. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 118. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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 (GCpI = +J -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3, 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. 4. 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. 5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN& INSTALLATLON INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS', IN ACCORDANCE WITH GOVERNING CODES. 6, ADHERE TO ALL LOCAL IMPACT - PROTECTION SYSTEM ORDINANCES, 7. NO CERTIFICATION IS OFFERED FORTHE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF LEAST 1-IORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER;` BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m), USEaZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT ISO ' ' C ENGINEERING EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 69885 MLAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Trinity Glass International 4621 192"d Street East Tacoma, WA 98446 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 Houricane lone. DESCRIPTION: 6'-8" Outswing Opaque Fiberglass Door w/ wo glazed Sidelites -LM1 APPROVAL DOCUMENT: Drawing No. S -2729, titled "Opaque Fiberglass Outswing Door ' ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01 -14 -2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, 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 Missle Impact LABELING: Each unit shall bear a permanent label with the manufac ler's name or log o, 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com 1 NOA No 06- 1113.05 Expiration Date: February 21, 2013 Approval Date: February 21, 2008 Page 1 Tibliyaass Internatlo ©ad NOTICE OF ACCEPTANCE: EVWEN `E SUBNIITrW A, DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2729, titled "Glazed Fiberglass Gutswing Door ", sheets 1 through 12 of 12, dated 10/05/06 and Last revised on 01 -14- 2008, prepared by RW Building Consultants, Inc_, signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Teat, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Small Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and iristallati.on diagram of6'0 x 6'8 Opaque Fiber Glass 4uiswing doors w/ glazed sidelites, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL- 06-0918-2, dated 10/1006, signed and sealed by Wendell W. Haney, P.E_ 2. Additional test report No. TEL -06- 091$-2, per TAS 201, 202 and 203 -94 for 6'4 x 6'8 Glazed Fiber Glass Outswing doors w/ glazed sidelites, issued by Testing Evaluation Laboratories, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by RW Building Consultants. Inc., dated 11/03/06, signed and sealed by Lyndon F. Schmidt, P.E. 2. Glazing complies w/ ASTM E1300-98/02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (SCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 85- 1296.81 issued to Trinity Glass Inteional, for their Unfinished Fiberglass Door Skin, expiring on 03/02/11. 2. Notice of Acceptance No. 07- 082841 issued to Trinity Glass International, for then Trinity Lite Frame, expiring on 07/03/12. 3. Notice of Aeeeptanee No. 03- 120842 issued to DuPont DeNeurnours, Inc. for their "Butacite PVB Interlayer", expiring on 12/11/10, 4. Test Report No. ETC -OS -781- 17122.1, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19/05 and revised on 01/020/8, Polyurethane Foam, tested per ASTM 1929 D "Self Ignition Temperature"; ASTM E84 "Flame Spread Index" and "Smoke Developed Index ", signed and sealed by Joseph Labora Loldan, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/14/08, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of lab compliance as part of test report. III G. OTHER 1, " DSE -814" Silicone Adhesive Sealant by long Yang Silicone, co, i S\%4 4-i • Lit !shag I. Chaada, P. E. Product Comm! Examiner NOA No 06- 1113.85 Expiration Date: February 214013 Approval Date: February 21, 2488 E -1 I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253 - 875 -7300 FAX: 253 -875 -7301 OPAQUE FIBERGLASS OUTSWING DOORS WITH & W /OUT SIDELITE(S) 1 "IMPACT° Mcag ? W Q O m fem°- 0 vt GENERAL NOTE$ 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCFIY HURRICANE ZONE° ("1•I1 HZ "). 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. .3. WHEN USED IN THE "HVHZ" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. Approved F7oridallri! Code Date /142 2aoF NOAH L1 —II /3' D S' Miami Dade Aeau°tCa4ro1 1311A tie a BY 4. WHEN USED IN AREAS OUTSIDE OF THE HVHZ° REQUIRING >µ 1 WIND —BORNE DEBRIS PROTECTION THIS PRODUCT. COMPLIES WITH SECTION 1609.1.4 OF 7HE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 5. FOR 2X STUD FRAMING CONSTRUCTION THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR A REGISTERED ARCHITECT AND 70 BE APPROVED BY BUILDING OFFICAL. 7. 1X AND 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MtkwS THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 150.25° MAX. OVERALL FRAME WIDTH W /1X MULLI N REINFORCEMENT 148.75° MAX. OVERALL FRAME WIDTH W/0 1X MULUON REINFORCEMENT 74.00° MAX. OVERALL FRAME WIDTH 37.375° MAX. 36.38" MAX. S PANEL —1 WIDTH ‘V/ASTRAGAL 21.00° MAX. DLO 37.50" MAX. FRAME WIDTH TABLE OF CONTENTS 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 DOOR / SIDEUTE PANEL CROSS SECTIONS & GLAZING DETAIL 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 FRAME ANCHORING SINGLE & SINGLE BOXED UNITS 9 FRAME ANCHORING HS UNITS 10 COMPONENTS 11 ASTRAGAL DETAILS 12 BILL OF MATERIALS & COMPONENTS OXXO (BOXED) DOUBLE OPAQUE DOOR W /SIDELITES (BOXED) DESIGN PRESSURE (PSF) W/0 MUWON REINFORCEMENT DETAIL (2/3) W /MULLWN REINFORCEMENT DETAIL (3/4) 74.25° MAX. OVERALL FRAME WIDTH 37.375° MAX. CHS1SDL FRAME 111.00" MAX. OVERALL FRAME WIDTH +55.0 +60.0 37.375° MAX. CHS1SDL WIDTH —55.0 —60.0 75.62° MAX. 0.A. FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375° MAX. SDL FRAME WIDTH SINGLE OPAQUE DOOR DESIGN PRESSURE (PST) +65.0 , -65.0 113.75" MAX. OVERALL FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375" MAX. SDL FRAME WIDTH 0 W OX OR XO (CHS MULL,) SINGLE OPAQUE DOOR W /SIDEUTE (CHS MULL) DESIGN PRESSURE (PSF) +60.0 I —60.0 0 21.00° MAX. 0.L.0. OXO (CHS MULL) SINGLE OPAQUE DOOR W /SIDEUTES (CHS MULL) DESIGN PRESSURE (PSF) +60.0 I -60.0 .75° MUWON REINFORCEMENT X0 OR OX (BOXED) SINGLE OPAQUE DOOR W /SIDELITE (BOXED) DESIGN PRESSURE (PSF) +60.0 I —60.0 75" .75° MULLION - I MUWON REINFORCEMENT REINFORCEMENT OXO (BOXED) SINGLE OPAQUE DOOR W /SIDELITES (BOXED) DESIGN PRESSURE (PSF) +60.0 1 -60.0 O 1 0 zp —00 0 4 pp a. L-1 z 0 0) a a s F 0 a 0 z MTh: SCAM N.T.S. o%la. BY: EW cmc ar LFS MEMO No.: S -2729 SHEA' OF 12 0 a m as ro RIO INTERIOR lir., , / (AT , `� j ;i ri SEE DETAIL 1 0 2 1 HORIZONTAL CROSS SECTION SIDEUTE PANEL SIUCONE SEALANT FRAME (MATERIAL: PC /ASA) 4 SIDEUTE PANEL FIBERGLASS YARN REINFORCEMENT 1" O.A. GLASS THICKNESS 1/8" TEMPERED GLASS INTERIOR EXERXIE INTERIOR EXTERIOR SWIGGLE 1/8" HS GLASS .090" PVB INTERLAYER DUPONT BUTACITE 1/8" 1i5 GLASS FIBERGLASS SKIN 0.079" MIN. THICKNESS DETAIL 1 1/2" GLASS BITE STRUCTURAL SIUCONE BY DONG YANG SILICONE CO. SCREW, STEEL DOOR & SIDE LITE DETAIL ILLUSTRATION GLAZING DETAIL Approved ac cnmplyinp Florida 11aild6 oef • NOM — Miaow Aadc CmmR 1 1. INTERIOR INTERIOR N a W 0 ta cc 0 a 9, W 0 x:10/05/06 SOU, N.T.S. Z 0 rn 4 DOOR PANEL SEE DETAIL 1 3 HORIZONTAL CROSS SECTION 2 DOOR PANEL C) / 2 GLAZED VERTICAL CROSS 2 SECTION SIDEUTE PANEL 0 m00 0 IN 0 lift on SEE NOTE 7 SHEET 1 SEE NOTE 1 SHEET 3 INTERIOR 1/4" MAX. SHIM SPACE (TYP.) 1.14" MN. PENETRATION EXTERIOR (1 HORIZONTAL CROSS SECTION 1) 0 SIDELITE JAMB 19.7" FROM END & 27.4" MAX. 0.C. SEE NOTE 1 SHEET 3 ©,0. Mktal 0 0 lit..W1 fly uui WWI ,��,, W ®0• 0 N SEE NOTE 7 SHEET 1 1 -3/8" MIN. EMB. (TYP.) 1/4" MAX. SHIM SPACE (TYP.) 1111r f ppm marl ©0 SEE NOTE 1 SHEET 3 INTERIOR EXTERIOR (-3 VERTICAL CROSS SECTION SHOWN W /1X SUB —BUCK SUBST711117NG CONCRETE SCREWS FOR SCREWS 6" FROM END & 27.4" MAX. 0.C. NOTE$ 1. ITEM #48 — #9 X 2 -1/4" PFH SCREWS THRU JAMB INTO SIDELITE LOCATED 0 6 ", 27 ", 50 -1/4 ". & 72 -1/8" FROM TOP OF FRAME TYR BOTH SIDE JAMBS. INTERIOR z SEE NOTE 7 SHEET 1 Apprmed ac FDaNioOrrz Ad = . � r m_ P`1Y u S x[ m Z:prod.cie° ? - Imo 1/4" MAX. SHIM SPACE (TYP.) 1.14" MIN. PENETRATION EXTERIOR HORIZONTAL CROSS SECTION HINGE JAMB INTERIOR 2. SIDELJTE IS GLAZED, DOOR IS OPA(3,JE. MULLION UNIT — W /OUT REINFORCEMENT NON— RENF. MULL 0 3 2 HORIZONTAL CROSS SECTION 0 HINGE JAMB EXTERIOR • 0 4 NOT SHOWN 0 0 ACTIVE 0 INACTIVE EXTERIOR HORIZONTAL CROSS SECTION 3 © ASTRAGAL 1 s m w ee W 1- a ce a z 0 7n co 0 0 0 Z DUE: scm.E N.T.S. CWO. ar: EW CHIC sY: LFS DRAEM 140.1 FL -2729 SHEEP 3 OF 72 NOT SHOWN 1/4" MAX. SHIM SPACE C) 4 1 HORIZONTAL CROSS SECTION LATCH JAMB 1.14" MIN. PENETRATION SEE NOTE 7 SHEET 1 19.7" FROM END & 27.4" MAX. O.C. SEE NOTE 1 SHEET 3 6" FROM END & 27.4" MAX. O.C. 19.7" FROM END & 27.4" MAX. O.C. INTERIOR SEE NOTE 1 SHEET 3 IX RIOR 6" FROM END it 27.4" MAX. O.C. NOT SHOWN MULLION W/ IX REINFORCEMENT 0 4 2 HORIZONTAL CROSS SECTION LATCH JAMB INTERIOR MULLION UNIT — WITH 1X REINFORCEMENT 0 4 3 HORIZONTAL CROSS SECTION HINGE JAMB EXTERIOR Approved en complying with the D F6s�, 2 Nom/ ol.— l/JS•O5 Miami Dade product Coating :Mtn I Co E Oro U O co Y O N rZ 1:10/05/06 sou. N.T.S. UNG. n: EW DX at LFS oanmNO No FL -2729 stir 4 OF 12 SEE NOTE 1 SHEET 3 INTERIOR 0 5 1 HORIZONTAL CROSS SECTION EXTERIOR HINGE (CHS) W /INTEGRAL MULLION CHS MULLION ATTACHMENT AT SILL (2) #56 THRU SILL INTO MUWON INTERIOR 11111111 111yrrr.. CHS MUWON ATTACHMENT AT HEAD (2) #56 THRU HEAD INTO MUWON SEE NOTE 1 SHEET 3 EXTERIOR NOT SHOWN CD HORIZONTAL CROSS SECTION LATCH (CHS) W /INTEGRAL MUWON Apiaaved complqutgwith the Fhxida Bvldin NOA# �K Z� o iMiami £adc1� J�j %Coffim(l By4q j .l G4 k"t'� 1- J ce 8 1 K 1- a 0 0 ca N mare 10/05/06 SCALE. N.T.S. DWG. EN: EW MK er: LFS DRAWING NO. S -2729 siitEr 5 X12, R \ A - FrojectsTroject Folders \ Proj 1001-1100 \ pf1055 \ S-2729-REVAS-2729.dwg, Model 1-3/8" MIN. EMB. (TYP.) 1/4" MAX. SHIM SPACE (TYR.) 1 .1 4° MIN. PENETRATION 1-3/8" MIN. EMB. (TYP.) 1/4" MAX. SHIM SPACE (TYP.) 1 1 /4" MAX. SHIM SPACE 0 cm.) wait / .-7711111 Aims i. .. • • • ztn om rrl 1.14" MIN. PENETRATION 1 01 p z 0 cn PRODUCT: OPAQUE FIBERGLASS OUTSWINC DOORS WITH & W/OUT SIDELITEW 2 01/14/08 REVISED PER DADE LETTER YV 1 01/31/07 REVISED PER DADE NUTES AEM NO DATE BY REVISIONS PART OR ASSEMBLY: VERWL CROSS SECRONS Doouments Prepared EH: &DINO CONSULTANTS. INC. R. P.O. Sox 230 Valriao Fl.. 33898 Pherte No.: 13.859.9197 Florida Board at etude I Engineers Certtficote Of No. 9813 Lyndon. F. Schmidt. P.E. No. 43409 2006 R.W BUILDINI3 RORRULTANTS INO. iffairV...,.i 111111111111;:' 1 1 /4" MAX. SHIM SPACE 0 cm.) wait / .-7711111 Aims i. .. • • • ztn om rrl 1.14" MIN. PENETRATION 1 01 p z 0 cn PRODUCT: OPAQUE FIBERGLASS OUTSWINC DOORS WITH & W/OUT SIDELITEW 2 01/14/08 REVISED PER DADE LETTER YV 1 01/31/07 REVISED PER DADE NUTES AEM NO DATE BY REVISIONS PART OR ASSEMBLY: VERWL CROSS SECRONS Doouments Prepared EH: &DINO CONSULTANTS. INC. R. P.O. Sox 230 Valriao Fl.. 33898 Pherte No.: 13.859.9197 Florida Board at etude I Engineers Certtficote Of No. 9813 Lyndon. F. Schmidt. P.E. No. 43409 2006 R.W BUILDINI3 RORRULTANTS INO. 1."— 4" I H MASONRY OPENING FRAME — / K 2X BUCK W /2X BUCK INSTALLATION OR W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS ACTIVE 0 i� i \SEE DETAIL 1 ASTRAGAL — SHOWN FOR \, REFERENCE /f TYP. SILL SEE NOTE 1 SEE DETAIL 2 1 INACTIVE 1 FRAME ANCHORING XX (OUTSWING) 0 io j 6" MASONRY 3 — OPENING FRAME --"" 2X BUCK t tzt n 4" 4° 4.5° 4" 11 TYP. JAMB TO JAMB W/0 3/4" N MUWON 11 �— SEE DETAIL 1 ASTRAGAL\ — SHOWN FOR REFERENCE TYP. SILL \ SEE NOTE 1 SEE DETAIL 2 i I INACTIVE I ACTIVE INF. MULL, FRAME ANCHORING OXXO (BOXED) OUTSWING W /2X BUCK INSTALLATION 0/1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK TYP. JAMB TO JAMB W/3/4" 1MUWON 0.75" MUWON REINFORCEMENT 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 INACTIVE ACTIVE DETAIL 1 (� HEAD W /2X BUCK NSTALLATION w /1x BUCK INSTALLATION SEE NOTE 2 EXFTERIOR DETAIL 2 SILL NOTES: STRIKE PLATE DETAIL, 0 ASTRAGAL Tw g� d a a U 00 a CD 1 rlb oApp da ..0m eed.. 1 Florida>SCak� U ® c W NOM 00 Control M 0 Miami Dade ProductControlM p 'x pg 'V?u 1 —44 r,-1 1I HINGE DETAIL 1. 1/4" ELCO OR 17W CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4° EMBEDMENT. d d 0 L aso o a 0 0 M IW- 0 0 Z 2. 3/16" CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2 -5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 0$3L 10/05/06 SCALE, N.T.S. Dn. BY: EW ax en LFS DRAWING No: S -2729 sicer 7 OF 12 I W /2X BUCK I ® W /2X BUCK o INSTALLATION i INSTALLATION MASONRY / OR w /tx BUCK MASONRY / a III OR INSTALLATION OPENING INSTALLATION OPENING SEE NOTE 1 �? _ 1 — SEE NOTE 1 TYP. HEAD & JAMBS ® BUCK TYP. HEAD & JAMBS ® BUCK TYP. SILL SEE NOTE 1 FAME AA C ORING 4" 4" 4" • -"-t h..- 6° �75" MULLION E(�EEE CHORIjNCH jNGGGGG X0 OR OX (BOXED) W/MUUJON REINFORCEMENT - - - 1 TYP. TYP. HEAD,II JAMBS U O :) +I1 11 1I/ 0 / N TMP' JAMB TO JAMB /W/3/4" MULLION — \ \ - \ ACTIVE 1, 11 _INSTALLATION OR w /1X BUCK R INSTALLATION Ti SEE NOTE 1 — TYP. HEAD & JAMBS O BUCK if N `r' 4- 1 - h N 1 ° / ci -i. 11 - 1 0.75" FRAME ANCHORING MULLION 0X0 (BOXED) W /MULLION REINFORCEMENT TYP. SILL SEE NOTE 1 NOTES; STRIKE PLATE DETAIL ® JAMB A.pyrov<d as cooplyatg wah do Florida : ' : Cod • Dale - - L 2. 76021 Nom o - or Komi Dade ,w CbNWI "..TWINGE DETAIL 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2° CLEARANCE TO MASONRY EDGES AND A MINIMUM 4° CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4° EMBEDMENT. 0 1 0 a \i 0 N 0 z z Z 0 OATS: 10/05/06 sou: N.T.S. oats. er• EW CM Br: LFS MONO NO.: S -2729 &gar 8 OF 12 MASONRY OPENING FRAME 2X SUCK — CHS MULLION SHOWN FOR — REFERENCE W /2x BUCK INSTALLATION OR W /1x BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS CO BUCK TYP. SILL SEE NOTE 1 *co 1\ MASONRY FRAME FRAME ANCHORING OX OR XO (CHS) W /INTEGRAL MULLION f 4" r._ 4" t1 / / CHS MULLION JJJ K SHOWN FOR \ REFERENCE ACTIVE W /2x BUCK INSTALLATION OR W /IX BUCK. 5 INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS ® BUCK TYP. SILL SEE NOTE 1 6" 1 CD J FRAME ANCHORING 0X0 (CHS) W /INTEGRAL CHS MULLION STRIKE PIATE DETAIL @ MULLION w :401k; 0 o '7 cio a., 0111PUN 1.I CDp U oz ,,0x {{ r> HINGE DETAIL NOTES; Approved as complying with th: Ho"d° z S NoAU 64..1(1 3 •OS MLomi Dade Product Control 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE ID ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. 1 pW ca w a a ct 0 od 0 Fi 0 z male 10/05/06 sour:. N.T.S. DWG Sr: EW clic. at LFS OFNMO N0 S -2729 N 0 0 <n Z 1 3 -1 1.562" 1 i TOP RAIL 45 TOP RAIL DOOR V22 SIDEUTE 1.562" Co, BOTTOM RAIL 47 BOTTOM RAIL DOOR SIDEUTE .780" -1 1� � m 46 SIDELITE STILE 4.560" 0 0 0 LATCH STILE \._J SUPPORT 1.220" 18 SILL -TO -JAMB KIT DETAIL OPTIONAL (N I!) 2.362" -►{ 111 11 17 LOCK BLOCK 14 HINGE STILE EDGE .198" 3T 1 LATCH 517LE EDGE k- 4.560" 2.435" -01 �O O 1 0 0 - 11.22" —L N CO 1C) @HINGE STILE SUPPORTER 1.983" 3 983" 1.250" 000 • 0 HINGE JAMBS 1.000" o©c 2.250" -1 IX REINFORCED MULLION Approved as Florida bate di, c wa64. •— 2.500" D;v .4 Dado Product Comm on 1333 i�j144 44'1 OCHS INTEGRAL MULLION CHS (0X, OXO) 00 --1 2.250° MULLION W /OUT REINFORCEMENT 0 00 oz 1 8 R' F a a .pi s M N 0 u) 10/05/06 =LE N.T.S. Dm et: EW 0(4 en LFS DIMING No: 5 -2729 SNm' 10 OF _12, 0 0 rc 00 N =k0o 0 DEAD BOLT LATCH (THRU HOLE) (BLIND HOLE) 0 0 0 0 4- C2 i ALUMINUM ASTRAGAL ASSEMBLY BY ENDURA PRODUCTS OALUMINUM ASTRAGAL BY ENDURA PRODUCTS OALUMINUM ASTRAGAL BY ENDURA PRODUCTS O p —►J 1.625" r_ 1.625° TOP BOLT RETAINER MAR: HOPE LENGTH: 4 3/4" NOTE 19.625" 41 TOP BOLT RETAINER MAIL: ALUMINUM LENGTH: 9 3/4" 42 SLIDE BOLT ROD STEEL APPS a°e °n with Cu Cotk Mu Duo prod Corm 4�+ 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) c 2 -1/2 ", (1) c' 3 -1/2 ", (1) 10 -1/2 ". (1) ® 18 -1/2 ", & (1) 26 -1/2" FROM THE TOP OF ASTRAGAL AND (2) © 2 -1/2 ", (1) ® 3 -1/2 ", (1) 10 -1/2 ", (1) ® 18 -1/2 ", & (1) ® 26 -1/2" FROM THE BOTTOM .OF ASTRAGAL Y WS 0 8 N 0 Z a 10/05/06 SCAB N.T.S. opus. sr: EW aa. sr. LFS toram N04 S -2729 SHEET 11 a- 12 ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL y ° m }m Z Es 8: 0 la ^~' ° °' R m € cgs �g 9 g B 4 Q a a $ qq 7 FIBERGLASS SKIN BY TRINDY 0.079' MIN. 171K. W /RBEROLASS YARN REPO: FIBERGLASS 45 LVL SMITE TOP RAIL POPLAR 2 S1DELRE JAMB - FINGER -JOINT PINE WOOD 48 LVL =ELITE SRLE POPLAR 3 HINGE & LATCH JAMB - FINGER -JO10T FINE WOOD 47 LVL SJ0EL77E BOTTOM RAIL POPLAR 4 HEAD JAMB - FINGER -JOINT PINE WOOD 48 19 X 2 -1/4° SELF DRIWNO SCREW STEEL 5 1/4° X 3-3/4° TAPCON (ELCO OR TnW) STEEL 49 70-32 X 5/8" MACHINE SCREW STEEL B LVL LATCH STILE SUPPORTER POPLAR 50 OUTSWING SIDELRE SPACER PVC 7 OUTSWING THRESHOLD (HIGH RISE TYPEXENDURA PRODUCTS INC.) ALUM. /COMP. 51 110 X 2.0' PPM WOOD SCREW STEEL 8 STRIKE PLATE SCREW 18 x 2.0° PFHWS (2 REQUI090 PER SASKE PLATE) STEEL 52 DEAD BOLT STRIKE STEEL 9 COMPOSITE BOTTOM RAIL PVC 53 1X MULLAH REINFORCEMENT WOOD 10 DOOR PANEL CORE FOAMED IN PLACE BY TRINITY POLYURETHANE 54 INTEGRAL MULLION OS) WOOD 11 COMPOSFTE/LVL TOP RAIL PLC /LVL 55 16 X 1-1/4° FMB DRYWALL SCREW STEEL 12 WEATHERSTRIP 0E30850 Q -LON FOAM 56 18 X 2 -1/4" PF71 SELF DRILLING SCREW STEEL 73 LVL HINGE STILE SUPPORTER POPLAR 57 STAPLE 16 GA GALV. 7/16° CROWN x 1 -3/4" LONG S1al_ 74 COMPOSITE HINGE STILE EDGE PVC t 3 g‘ __ r,j �' c i WgQ 2 ¢° 3 ga ❑ (n o PART OR ASSEMBLY: BILL OF MATERIALS & COMPONENTS 15 BEAD T /4° MOOD 16 COMPOSITE LATCH SALE EDGE PVC 17 1.0. LOCK BLOCK POPLAR 18 3.983° X 4.0° HINGE MIL 0.098° THICK STEEL 19 SILL. TO JAMB KIT (OPTIONAL)" PC /ASA 21 KYAKSET LATCH GRADE 11 STEEL 0 N 4.563" 'lb o �•. ;. jx M a 0 "k ! e 0 22 XWIKSET DE400091 GRADE 11 STEEL 2.3 STRIKE PLATE STEEL 23A FLUSH BOLT STRIKE PLATE 0 HEAD STEEL 238 FLUSH BOLT STRIKE PLATE 6 SILL STEEL. 24 HINGE TO JAMB SCREW 19 X. 5/8° PENS (.3 .REQUIRED EACH HINGE) STEEL $'T' -�±- --� 25 3/16" X3 -7/4° TAPCON STEEL.. 26 HINGE TO DOOR SCREW ;/9 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL CELLULAR PVC 3.06$° �� COMPOSITE (-7-7) OUTSWING THRESHOLD REVISED PER DADE LETTER REVISED PER DADE NOTES z 0 ril 94 27 UTE FRAME SCREW #8 X 1 -1 /8" SELF THREADING STEEL 28 1' INSULATED LAMINATED GLASS {IDERLAYER DUPONT BUTACITE) 1/8" TEMPERED - AIR - 1/8" HS - .090° PVB - 1/8" HS G MON RISE TYPE - Approved ®eu'°p1➢i°8 wi74 the Florida B v7�;,� Mir a ePra Coatm '� 2,010" r- i piv �p 29 2X BUCK WOOD 30 1X BUCK WOOD 37 MASONRY CONCRETE 32 MULLION BASE KIT'S PC /ASA .33 JAMB TO BUCK SCREW 110 X 2.5° PF14 WS WITH MIN. 1.14° E48. STEEL 35 LATEX CAULK LATEX 36 1/4° MAX. SHIM SPACE WOOD c°� \ ; ; 0 0 Q .37 LITE FRAME BY TRINITY UNDER SEPERATE N.0A.* PC /ASA 38 SCREW PLUG* PC /ASA ‘°"' IS 2l Dy '1rQ -Si (it. _ 7 u c 40 ASTRAGAL (ENOURA PRODUCTS INC.) ALUMINUM SIOEUTE SPACER cu.-. Z 41 BOLT RETAINER - 42 FLUSH BOLT STEEL DATE 10/05/06 4.3 3/16° X 2 -7/4° TAPCON (ELCO OR ITV STEEL O OUTSWING sou: N.T.S. 44 1/4° X 2 -3/4° TAPCON (ELCO OR INW) STEEL 0087. 911 EW • PC /ASA= POLYCAR80NATE/ ACRYLONITRH£ STYRENE ARYLATE Cwc 8Yx LFS 99993 O N0: S -2729 sior 12 OF 12 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 lone DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S- 2104, titled "Series Wood Edge Opaque Outswtng steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of 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.miamidade.gov/buildingcode MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) ITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection. Devises are required for the Sidelites. 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 revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- 1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. ntog NOA No. 08- 1015.05 Expiration Date: August 15.2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) 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 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed and - -..y R. esh Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 ' Jaime D. ascoon, P.E, Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Gas on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 JEL11WEN® Steel 8t8" WOODEDOEOPAQUESTEEL WPM AYPACTODORMRS ilmlAM+l1?IWSWQIIES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY TM THE CURRENT FLORIDA SWLDIt'G CODE Ara MOH vSOCTIY HURRICANE ZONE '1ivHZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST 85 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. P500110T ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION WINGS. ANCIOR EMBEDMENT TO 848E MAIFJ15. SHLI. 8E BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS MEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT OM THE WATER REQUIREMENTS FOR iiNHZ° ZONES. SEE THE DESIGN PRESSURE CHART BELOW, 6. DOORS ARE IMPACTED AND 00 NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. M1A10 -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SCEIRE5 ARE AN OPTION AND CAN BE USED 12 A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL MUTATED STEEL 0008 Ammon at aEtsmecon likuM COMPONNTI CONSTRUCTIC NS F 24 ga. (0.020, minimam thickness Galvanized Steel A -525 commercial guolty - 4500 per AS1M 620 with average mieimwn yield strength Fy(ave.)m24,60D psl Cere..4!ldgtn Expanded polystyrene with 1.0 to 1.25 lbs. /cf density, by JELD -WEN, 0110. Door Pansh- Pmnatrue8oa: The- active and 1macve- panels are constructed from 2404. (0.020" mkt.) galvanized Meet The face sheet tope and bottoms are bed 90" over the tap and bottom rails. The top Lvt ml measures 1.67° wide x 1. 042° high. The steel bottom roil Is roil formed 0.021° galvanized steel ng 1.67° wide x 1.21' high. The sides of the face sheet are roil fanned onto the LW. latch Mile and Ponderosa Pine hinge stile which measure 0.67" x t.0 °. The interior cavity is tilled with polystyrene. The face sheets are glued to the polystyrene. Flsed t8e Const The sash is constructed from 24CA. (0.020" min.) galvanized steel The edges of the face sheet are bent 90' over the potyslyrene core and glued to 8. The sideWe porno are muted to receive the OIX. Lip Life Frames or the optional Trinity Light Frames. (See sly 7 for glazing detags.) The Ote frames are sealed w/ Q50 glazing compound on the exterior. The frames am constructed from Ponderosa Pine jambs measuring 1.25° wide x 4. 5825" deep. The door and sidelte head jambs are mortised and butt joined to the sde Jambs and atached with (3) 16GA. 2" x 7/15° crown wire staples. The units use a standard bump face Panto threshold measuring 4. 041° deep x 1.0° MO. The threshold is attached to the frame with (3) 160A. 2' x 7/16° crown wire staples TABLE OF CONTENTS DESCRIPTION 1 GOON. NOTES AND TYPICAL ELEVATIONS 2 VERTICAL. CROSS SECT1ONS AND BILL OF MA1Ef8NS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS ARO DETAILS 8 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 1157 COMPONENTS 875' 71P 74.5° MAX 0A FRAME 1RDT11 125 36.625° MAX 0A 36' MAX OA PANEL MN Ell IQ WASIR PANEL AL WIIITH INACTIVE ACTItE v =7 v v 81.25" MAX.. 0A FRAME HEIGHT 0.625' .875' 705. -- 37.75' MAIL OA FRAME WIDTH 36° MAX. 0A PANEL WIDTH 80" MAX'. O.A. PAS. HEIGHT 81.25' MAX 0A FRAME HEIGHT 0.525' 9 El El v v - ✓ v >qr_1• • /NIA. .•..N re 50 WED FRAM X ER10R SKLE pUrSUw,rG IMPACT 01WT Tt) NIA 1 80° MAX 0A PANEL HEIGHT 81.25' MAX 0A FRAME FOCHT 875° TYP.y 70.25° MAX. 0A 414450 8 _ .75" MULL. /14R TYP. 675' 36" MAN 0A TYP t-- PANEL WITH 1 ®® e • 3 0 1 15.5° MAX. 0A 5i08DE FRAME WIDTTI 14'144X 0A PANEL. WIDTH a 0.75' -C 0.625° 6" MAX. O.A. 01.0. WITH 63.125" MAX OA D.L.O. HEW SNOLEALUMtratEtig 1)1T (0X0) Wsl NON- IMPACT SCUIEE EZI FROM EXIERDR 107' MAX. 0A FRAME 180104 .125' 75" MILL. BAR 36.625' MAX OA' PANEL W 36" MAX OA W/A57RAGN. PM. WIDTH El LQ1 80' MAIL OA PANE. HEW 81.25' MAX OA FRAME m0117 a75" • 15.5" MAX 0A SIOQJTE FRAME WWI 14" MAIL 0A PANEL W10RM 6' MAX 0A DLO. WIDRI 3 3 1• 0.625° P1LO1T'CrR VlS81 the p,y • -v„ra ado • • Cry ,�i c Z- 63.125° MAX 0A O.L.O. HEIGHT DOME OUTSWING IMPACT jhNR (OXXO) W/ NON- IMPACT SIDELRES VIE511 FROM EXTERIOR �d'pZ Fbrtda Erb tlo.441323 PTC. LIZ Ponine° as � 025 E 32055 MK Oct/bate of wom,mmree rm. Prepared 8y: PTC, 11C Phone: 321 -690 -1786 Far 321 -690 -1789 oars: 9- 1-0 N.T.S. DWG. er JWJ CHIC. 01: S. SAFFELL DOAWOPJ NO, S -2104 SHEET 1 OF 8 WOLE DOOR LND (4 OX, xa 0)00) woo xcw- &PACTS ORES +55.67 pe -70 pef woo N0N4mpAcr ;ur'n +57 psf -57 pal ,. • 15.5" MAX 0A SIOQJTE FRAME WWI 14" MAIL 0A PANEL W10RM 6' MAX 0A DLO. WIDRI 3 3 1• 0.625° P1LO1T'CrR VlS81 the p,y • -v„ra ado • • Cry ,�i c Z- 63.125° MAX 0A O.L.O. HEIGHT DOME OUTSWING IMPACT jhNR (OXXO) W/ NON- IMPACT SIDELRES VIE511 FROM EXTERIOR �d'pZ Fbrtda Erb tlo.441323 PTC. LIZ Ponine° as � 025 E 32055 MK Oct/bate of wom,mmree rm. Prepared 8y: PTC, 11C Phone: 321 -690 -1786 Far 321 -690 -1789 oars: 9- 1-0 N.T.S. DWG. er JWJ CHIC. 01: S. SAFFELL DOAWOPJ NO, S -2104 SHEET 1 OF 8 y Y' Hsu €• . OQx , "Will § C E .° x x N t c x Z jQ 72 N O'. - y 4 . 1 0 A ti g WO g iiPY g, , • eg c„ LI ,J, § 11; Mli :, , r .„.„11 v., st. 84 61 - y�,iMf �'...r� ~l0�a�a RJ.1 Y �4'W! tIPIWIP�+ LV I C REVISIMS BY PRODUCT. WOW kW OPAQUE OUT$ NG De= JELDrWEt„ I Ali g AV; x r1.4Iw &tvu PART OR ASSEMBLY; KLMATII RA Oa 91 WW1 c FIL 541.�"L3451 OF MATERIALS GOSOZ 1.75' !�L PANEL THK IcitA:H +s SEE BETA 5 ON SHEET 5 • 00 0 0.600E IL 2 1.75' Ali PANEL THK ASTRAGAL TO Si11F WT NOTE TTEM 24 SHOWN THIS 1fiEW FOR CLAR1T:' SEE NOTE 4 ON SHE 4 PTC, LLC Phone 321- 69Q -1788 Ric 321-490-1789 IATe 9- 1-0 SONLE N.TS. Do. Br JWJ 9O Na S-2104 coo eee \am°� I i i2. QR 1.75' MN. PANEL TTK SEE GLAZING DEKAIS SHEET 7 SEE NONE 6 ON SHIT 4 SEE NOTE ON Slit 4 SEE NOT 6 ON SHL 4 0.75' v ON SEE 5 SEE oak 5 ON SHEET 5 SEE 1tOTE 5 ON SHT 4 HORIZONTAL CROSS SECTION At SIOEJTE TO LATCH JAMB • .NOTES 1. SPACING FOR IT11M 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMP€RLU. ASTRAGAL TO THE INACTIVE 0008 IS AS FOLLOWS: FRQNN.THE TOP DOWN & THE 80170 UPJ 1.0 2.9; 4A 5.5° 1.3.0; 180" & 28.0 ". 2. SPACING FOR ITEM 123 THE 1L; x 1 1/2' PAASCREW IS AS FOLLOWS: TOP & 80iT0 0NTAU St11El_t1E PA? 3.0' _IN FROM EACH CORNER. 30' 130" 26.0', 39.0; 52.0' 3. SPACING FOR 1111 .131 THE Max 3/4 BRAD 1418. ATTACHING THE QUARTER ROUND TO THE OEM AND ITEM ,9 DE Oa X 1" LANA0 17014 NA8 ATTACHNC THE MULL/ON CAP 10 THE MUM BAR 1EItILOALJ.Y, IS AS F0LLON+S: TOP & BOTuDM H0120NTALLY (FOR THE 3/8' QUARTO' fO1JNDD 125' i1 FROM EACH CORKER TN (1) NAB. MW-SPATS ON TTY SW S VERTICALLY 1ltR 001143/8' QUARTER ROUND & MULLION CAP 1.25' FROM EACH END & SIX MORE EOWLLL.Y SPACED ON THE RELD. 4. WHEN ATTACHING THE STRIKE PRATE 10 114E JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW WHEN ATTACHING THE STRI(E'PLATE TO THE JA118 AND SWDEUTE JAMB AT DE MULLION USE ITEM 124, A 18 x 2' PFH W000 SCREW. 5. SPACING FOR REM 125 THE 1E x 2 1/2" PFH 4000 SCREWS ATTACH910 THE JAMBS TOGETHER AT THE MULLION, 1S AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPA ON THE FIELD, 6. THE SIOEL11E PANEL IS SECURED INTO THE SVELTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE S ES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BIRD TRIM NNLS x 3/4' LONG. 7. WHEN ATTACHING 1747 HINGE TO THE JAMB AND DUCK USE ITEM 127, A 110 x 2' PFH SCREW W1€N ATTACHING TINE HINGE TO THE MB AND SOLUTE JAMB AT THE MUWON USE REM 114 A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING Fit ITEM 149 THE 16 x 1 1/2' FANTOD SCREW (TRINITY UTEERAME) TS AS FOLLOWS: SIDELINE Lti£fRAME FROM THE TOP DOWN VERT7CAU.Y• 3.25; 18.0625. 32.8125', 47.5525' & 62.625 ". 51DEUTE UTEFRAME TOP & BOOK FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALIERIAT7 CONCREIE/MASONRY INSTALLATION ANCHORS-OF EQIRYALENT PERFORMANCE CHARACTERISTICS CAN OE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR TF4 PROJECT OF INSTALLATT0N. 10. USE ITEM 151 WNEN INSTAWNG PNT WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTALLING INTO MULLIONS USE ITEM 116 WHEN INSTALLING INTO CQNCRETE/MASONRY SUBSTRATE AT 570EUTE SILLS MASONR Y 01 HERS SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION W AT SIDELIIE TO HINGE JAMB 075" SEE GLAZING DETAILS, SHEET 7 PRODUCT T EV!SED corTlyina with the F/arufa ' 1c • :1 '4, , '41) fi ' ! Q'0N stir.14TE43 IvRzn••A cicfteductCoa4o1 li6Y IIJI3 SEE CLAIM (ETAS, SHEET 7 0125° MIN. DOERIOR INTERIOR SEE NOTE 2 ON SHT. 4 NOTE 6 014 SHT. 4 HORIMpryITAL CROSS SECTION AT Want TO BUCK 1.50' MIL EMBED. _SEE DETAIL 5 ON SHEET 5 0.25' MAX. SHIM Prepared 6y. 1 0N• DDE. 9- 1-0 Sala N.T.S. Amide P. 41323 !tar 010:0534 stew cee Heckled." Florida .32988 FBfK pAlRede.1 Neratdkn 9R Mb 0 Phow 3- -1788 Fax 321 -600-178D cmx. by, s. SAFFELL mew No. 5-2104 star !/ / / /` / / / / / / / / // // . i ' ; i . ' • SEE GLAZING DEKAIS SHEET 7 SEE NONE 6 ON SHIT 4 SEE NOTE ON Slit 4 SEE NOT 6 ON SHL 4 0.75' v ON SEE 5 SEE oak 5 ON SHEET 5 SEE 1tOTE 5 ON SHT 4 HORIZONTAL CROSS SECTION At SIOEJTE TO LATCH JAMB • .NOTES 1. SPACING FOR IT11M 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMP€RLU. ASTRAGAL TO THE INACTIVE 0008 IS AS FOLLOWS: FRQNN.THE TOP DOWN & THE 80170 UPJ 1.0 2.9; 4A 5.5° 1.3.0; 180" & 28.0 ". 2. SPACING FOR ITEM 123 THE 1L; x 1 1/2' PAASCREW IS AS FOLLOWS: TOP & 80iT0 0NTAU St11El_t1E PA? 3.0' _IN FROM EACH CORNER. 30' 130" 26.0', 39.0; 52.0' 3. SPACING FOR 1111 .131 THE Max 3/4 BRAD 1418. ATTACHING THE QUARTER ROUND TO THE OEM AND ITEM ,9 DE Oa X 1" LANA0 17014 NA8 ATTACHNC THE MULL/ON CAP 10 THE MUM BAR 1EItILOALJ.Y, IS AS F0LLON+S: TOP & BOTuDM H0120NTALLY (FOR THE 3/8' QUARTO' fO1JNDD 125' i1 FROM EACH CORKER TN (1) NAB. MW-SPATS ON TTY SW S VERTICALLY 1ltR 001143/8' QUARTER ROUND & MULLION CAP 1.25' FROM EACH END & SIX MORE EOWLLL.Y SPACED ON THE RELD. 4. WHEN ATTACHING THE STRIKE PRATE 10 114E JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW WHEN ATTACHING THE STRI(E'PLATE TO THE JA118 AND SWDEUTE JAMB AT DE MULLION USE ITEM 124, A 18 x 2' PFH W000 SCREW. 5. SPACING FOR REM 125 THE 1E x 2 1/2" PFH 4000 SCREWS ATTACH910 THE JAMBS TOGETHER AT THE MULLION, 1S AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPA ON THE FIELD, 6. THE SIOEL11E PANEL IS SECURED INTO THE SVELTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE S ES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BIRD TRIM NNLS x 3/4' LONG. 7. WHEN ATTACHING 1747 HINGE TO THE JAMB AND DUCK USE ITEM 127, A 110 x 2' PFH SCREW W1€N ATTACHING TINE HINGE TO THE MB AND SOLUTE JAMB AT THE MUWON USE REM 114 A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING Fit ITEM 149 THE 16 x 1 1/2' FANTOD SCREW (TRINITY UTEERAME) TS AS FOLLOWS: SIDELINE Lti£fRAME FROM THE TOP DOWN VERT7CAU.Y• 3.25; 18.0625. 32.8125', 47.5525' & 62.625 ". 51DEUTE UTEFRAME TOP & BOOK FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALIERIAT7 CONCREIE/MASONRY INSTALLATION ANCHORS-OF EQIRYALENT PERFORMANCE CHARACTERISTICS CAN OE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR TF4 PROJECT OF INSTALLATT0N. 10. USE ITEM 151 WNEN INSTAWNG PNT WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTALLING INTO MULLIONS USE ITEM 116 WHEN INSTALLING INTO CQNCRETE/MASONRY SUBSTRATE AT 570EUTE SILLS MASONR Y 01 HERS SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION W AT SIDELIIE TO HINGE JAMB 075" SEE GLAZING DETAILS, SHEET 7 PRODUCT T EV!SED corTlyina with the F/arufa ' 1c • :1 '4, , '41) fi ' ! Q'0N stir.14TE43 IvRzn••A cicfteductCoa4o1 li6Y IIJI3 SEE CLAIM (ETAS, SHEET 7 0125° MIN. DOERIOR INTERIOR SEE NOTE 2 ON SHT. 4 NOTE 6 014 SHT. 4 HORIMpryITAL CROSS SECTION AT Want TO BUCK 1.50' MIL EMBED. _SEE DETAIL 5 ON SHEET 5 0.25' MAX. SHIM Prepared 6y. 1 0N• DDE. 9- 1-0 Sala N.T.S. Amide P. 41323 !tar 010:0534 stew cee Heckled." Florida .32988 FBfK pAlRede.1 Neratdkn 9R Mb 0 Phow 3- -1788 Fax 321 -600-178D cmx. by, s. SAFFELL mew No. 5-2104 star 81.25" MAX O.A. FRAME HEIGHT 74.5- MAK. OA FRAME VON SEE DETAIL 2 ON INS SHT. 3 iYP 7, TYP. 12.125 TYP. SEE oN TLSS SRI. Y1 FROM fiQtERIOR SEE OETNL 4 ON THIS SAT. 81.95" MkiL OA FRAME HE 7025' ma OA FRAME WIDTH 3" ir�tri��� TYP r TYR --5" TYP. --3' TYP. LI 7.375 °� ' TYP. SEE NOTE 5 — ON SHEET 4 Division SEE DETAIL 4 /ON RiS SHE SEE DETAL 5 ON RS SNT 31" 11 TYP. 3" 1YR-"I L. =Es= IIIILSCIESAMILLS2M11 YIEWEt1 EMI ATTFRIZ DETAa. 2- 0 HEN? JAMB WA 3- 4 T11RESHOLO QJL4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATMA 10 ASTRAGAL STRIKE RATES TO IAMB • P:1057.CF REVISED co."ryi'�B w5 III FlasUUI •r3 On r SEE NOTE 10 \ ON SHEET 4 Lf Frosted DET& 7 COUNTERSANK FOR INSTALLARON ANCHORS ena 5. M f1e, s7 Fiorito P E. No. 41323 PM ' da,aa Am cosmos of Mithorinrilaet l . IMPS eg- hi: Pam Br. A PTC LLA Marta 321 -690-1788 Fax 321 -69D -1789 CAM 9- 1 -01 SCALD N T..S: JWJ attc sr S. SWELL ISIASIND S -2104 sea A. of _A_ 021611-102111111_22SaLtsugumm WEED FROM INTERIOR 6 6. 0 11.$4" 81.15' Siff DETAIL 6 LIM sr ON SHEET 5 OA X 5.501 36.625' 37.75' MAX OA. I FRAME MOTH 1 I • 1 58 PRODUCT 2EVISgp 22219134111 sa!a lbe Ho d& acceptance• o o * SEE DETAIL 4 ON SHEET 5 PRODUCT REVISED eaakinpiy :with the Elandn dar, nel'd:` ►v�B PI D3ti!5!an ME DOOR WOUT S JE1RFS ANCHOR IMAM MED FROM INTERIOR Rar!Qa P. E. e41323 15$ Oe26aM Strait St64s C25 Sodded bi Flattaa 32S68 C6R artlBmb of Sintortatift R0. 26935 Premed By: PTC. LLC Pitons: 321-890-1788 Fox 32t -804789 aas: 9- 1 -01 sake N.TS. OWS.BY: css. Ens S. SAFFELI. ERSVPIC S -2104 Derr _L 1l1: PRODUCT complying with the Florida BuScPAS d gxp• ian Date • T`�iopr�uctCo�d Dhvialog 412$' MIN. TOItP. GLASS THIC tNESS y±YL� i7LF -'E r g h I g guziNg. DETAIL ODL UTE FIMME SfNGLE PANE 1/8" TEMPERED GLASS SPART£Cn POLYGON PP5530 C13 ,• i-- 0.50 MASS BITE SEE NOTE 8 ON SHT. 4 0.125" TOP .25" x .50' GLASS INTERCEPT STEEL SPACER EOM 0.125' TEMP. GLASS 0.75' AR SPACE C CCCCr 4125" MVP. 7S' x .50" INTERCEPT GLASS ER STEEL SPACER GLASS BITE GLASS i4h PA .1 LfTE:MATE IHSLIIA 21 "'7 r 2'4/ LUPOY EU- 7 PRODUCT REVISED as em:>[;9 h the Aorid8 Bale; Cox AG'cguinw iia • .16" • AINNI NOTE 8 ON SHT. 4 SIAZING DETAIL 3 TRINITY LITE FRAME r INSULATED TIERED GLASS WPOY EU -5007 filial F addo P. E No. 41323 to ca.a as � MOS fiC Pilaw St—BO-1M Fmc J21 -6 0-1789 • 9-11 -0 scam MT.S orro. aw JWd X46 NO.i S -2104 Darr L *FA_ tsr 1.21" _ILL (7,-A M1166M2Util. V.f./ 2404 (o.02/1 STEEL 1.845* I 1_ 0.13.31" Tr ® vornamirEga MOF x 3.0" LONG rt.50.1 VO-A#4.0 kt,4,b.4!441 T-- 0.62" 1.75* It e ASTRAGAL HAS TKO 0.3125" DIA x 9* LG ON BOLTS; 1 OK TOP, / ON 001TOM —I 1.02. 6,-;\ MIRMALattfEMLI Kry 606346 Atuietut 1.00" 61201.11MAILE xfivrE0 PONDROS4 PINE WOOD 1.00" —1. 0222.16.B2L5:11LE LW. (;) 21ERMILMERSEE •zy sums QOS 650 1.25" 2.50* o 0 0 (-474SIE64MILIIME VENIAL aur sFEL) /.1.875" 0.48" har 1.0442" OM-12241M 1— 1,75. 1.54" 0 . .11 IL 1.74' 0.57. 0 POLYPROP. 1 0 LAS° ---- ®=_LAB2LITORBAK 0.87" 0.58* 2.141'1.01 tt+.1 ;AT lipis .I; SIEL 4.00" °WOILLagLeaal FINGER JOENIED POIVEROSA FOE 1.25* -11.013'1- 0,0 00 1.5e li".1011 11 E.. , POLTPROP. 0.375" 0.375" —I Rf rz,valraatame $10farrE ST011 PRE .1.375* h. SLZa0. 6,1*) mifikasdae 03125* LOW PROMO' anvista osciplying with Ina VIOnat E 1.71 Pira, as Coda ASospianos (015-05 -lit-Yeare By Division 4.5625" 2.19" / cur 0.50" TT EQuire 1140fR ANTED PoNDEROSA PRE 2.040" 1.59" PRODUCTREVISED as complying wisb thane:lib Banding Cada is atlas 47 ft Acceptance New, By Aar- Duda's* DiviaiOn 0.125- 1.75" 2.62" cive S.0. 001. tRE FR41.g PCILYPROP. 111M=MMENI o OA 0.097* —41-- 1— 4.000* O191031122LBIEUStdig x 4 x 0.097* T;1K STEEL — 1 t 0.58* 4.041" ...,41X1RUDYALIIMINIA 1 0 • W11 MD INSERT u. Inis Florida P. E. No. 41323 I835 CogaiiiallsWet, Sults C2d Roatifettgii. Ratak =5 rePt cn vf Inthodvsso MSS Prepcnnd FTC, LLC Plum 321-690-1788 Fain M-690-1789 am 9- 1-0 s N.T.S. OM BY: mit an S. SAFFaL DRAM N0.., S-2104 mar L. 6FLE.