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WS-13-2839
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 204812 Permit Number: WS -12 -13 -2839 Scheduled Inspection Date: February 25, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CHURCH OF MIAMI SHORES, ADVENT Work Classification: Door Replacement IYUCOAKI Job Address: 10390 NE 2 Avenue Miami Shores, FL 33138- Phone Number (305)757 -3286 Parcel Number 1121360130751 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333 -5042 comments REPLACING ONE DOOR WITH IMPACT Passed 12001���r Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments February 24, 2014 For Inspections please call: (305)762 -4949 Page 17 of 42 Miami Shores Village Building Department I 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit JOB ADDRESS: BUII..DING DEC L9 2013 FBC 20 \0 Permit No. 2 Master Permit No. 11 � 13 � 21 -3q ROOFING G7 a P� V City: Miami Shores County: Miami Dade Folio/Parcel #: t ° 'P_ l S G ° 0 -) 'S� t Is the Building Historically Designated: Yes NO Flood Zone: Cmule - (AAi 0b_vw rc , c{., OWNER: Name (Fee Simple (LCCv�a J��S 5-, -7 Zj -7 -� (P Address: 1 O'3 CI V) V- a aQr-- City: M C 1'® j e State: Tenant/Lessee Name: Phone#. Email: CONTRACTOR: Company Name: a ,tQ P & C-'_tA 0 Phone#: S(, R7'S:° Address: City: ('C`� P Q& YV'C- _ � State: Zip: 33 I �--- Qualifier Name• Phone#: 57-o1— q 69- State Certification or Registration #: Certificate of Competency # Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: (]Addition DAlteration ONew pair/Replace Description of Work: Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF W. CO /CC $ DBPR $ Bond $ Technology Fee $ ODemolition TOTAL FEE NOW DUE $ 1U. LAD t. J. 6 -1% nding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 inspec �vhi�i�curs seven,, (7) s a er the building permit is issued. In the absence of such posted notice, the inspection will not epappdroyd a* a rfr iectio ye ill be charged Owner or gent l // The foregoing instrument was acknowledged before me this i :20 b 1&r) day of ��, �, y � C 01 � who is personally known o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature -9aL - Contractor The foregoing instrument was acknowledged acknowledged before me this f day of , 20 lam., by ;h YILtesa� L A'b-5 who is person known to me or who has produced_ as identification and who did take NOTARY PUBLIC: � ' Notary public Print: MyVftm. Expires AA My Commission Expires: Commission AV '''•g;�R�' Bad Thtouflh Nuisnal APPROVED BY T� Plans Examiner Structural Review (Revised 3 112/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Clerk ��� ZOi� L y, 71 w X 85" REPLACE DOORS IN 1 OPENING ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. m Liti ^,'aryl Shnr�s`,'ill� BY c1 ir,.lE ^T ifl GC A,1 °t'��i`ICE \NJ J-N ALI_ FEDERAL � ,,TT'_ AN110 REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES ADVENT LUTHERAN CHURCH 10390 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN OPENING PRODUCT DESIGN OPENING SQ. I WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 66---F8-5 38.96 4 37.3 -40.7 FL14788.1 50.0 1 -50.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES ADVENT LUTHERAN CHURCH 10390 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - Wind series C&C 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO I DEFINED AS THE ITIO-A USE OF CRITICAL C Q D FOR 2. TABLES VALID 0 L�' F N 3. TABLES VALID F 4R & LESS THAN 10° S ' BEr D B I WIND VELOCITY =175 MPH f MRH 5 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES (PSF) -ZONE 4 Root Tribute Area S Ft Height 10 15 20 25 30 5tT GHAU TSB 43.4 - 42.4 - 41.6 - 41.1 40.6 - 47.1 S2 -45.8 45.2 3 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.4 +36.1 +35.9 -54.4 -52.2 44.0 - 43.0 - 42.2 -41.6 41. - 46.4 .T 16 ft ,1 16 ft +40.6 +39.5 +38.8 +38.2 +37. + .3 +40.6 3h6. is +38.2 -44.6 - 43.5 - 42.8 - 42.2 41. P -55.1 -52.9 -51.4 lael +41.1 +40.0 +393 +38.7 +38,2 +37.8 +37.4 CERT OF AUTH !9885 - 45.1 44.0 - 43.3 - 42.7 -42.2 +41.1 +40.0 +39.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 -55.7 + -52.0 -50.8 45.7 44.6 - 43.8 43.2 - 42.7 -42 +41.6 +40.5 +39.7 19 ft +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -46'2 45.0 -44.2 43.6 43.1 42.7 42.3 42.0 41.7 20 ft +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 46.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 21 ft +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -553 -53.7 -52.4 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 22 ft �I,. .6 49.0 22 ft +43.4 +42.3 +41.5 +43.4 1 +42.3 1 +41.5 +40.8 +40.3 +39.9 +395 +39.2 +38.9 -56.4 47'5 -46.4 45.6 44.9 - 44.4 44.0 43.6 43.3 43.0 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39,9 +39.5 +39.2 -48.0 46.8 -46.0 45.3 - 44.8 44.4 -44.0 43.6 43.3 24ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 48.4 47.2 46.4 45.7 45.2 44.7 - 44.4 44.0 43.7 25 It -60.2 -578 -562 =• �.. ; ... ' A -50.8 26 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 1 +40.2 1 +39.9 48.8 47.6 46.8 -46.1 45.6 45.1 - 44.7 -44.4 -".1 26 ft -60.7 -583 -56.6 -53.3 -52.5 51.8 -51.2 27 ft +45.0 1 +43.8 1 +42.9 +42.3 1 +41.8 +41.3 +40.9 +40.6 +40.3 49.2 48.0 47.1 46.5 45.9 45.5 45.1 - 44.7 -44.4 27 ft -61.2 -58.8 -57.0 -53.7 -52.9 -51.6 8 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 49.5 48.3 475 46.8 46.3 45.8 45.4 -52.6 -52.0 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 +423 +41.9 +41.5 +41.2 49.9 48.7 47.8 47.2 46.6 -54.5 2 -53.0 ' 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.6 , f + . 4 -50.3 49.0 -48.2 47.5 47.0 .5 -54.4 .7 4 30 ft +46.3 1 +45.1 +44.3 +43.6 +43.0 X -51.0 49.7 48.8 48.2 47.6 4 . +42.7 +42.4 +42.1 3Z ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.0 +45.7 +44.9 +44.2 +43.61 +43.2 +42' +43.2 2.1 X 51.9 -50.7 49.8 49.1 48.5 -57.9 -57.1 -56.3 -55.6 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 WHO - -53.4 -52.1 -51.2 -50.5 49.9 49 0 +44.4 +44.1 40 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 Y -57.0 45 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -54'8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 45 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +50.5 1+49.11+48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 soft -70.5 -67.7 -55.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 1 +47.0 +46.6 1 +46.2 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 It -71.8 -69.0 -67.0 -654 -54.1 -80 60ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 1 +47.5 +47.1 E -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 1 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 Mean DESIGN PRESSURES (PSF) - ZONE S Roof Tribute ry Area Ft Ight 10 15 20 1 25 30 35 40 45 50 GHAU TSB -53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 -45.8 45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54.4 -52.2 -50.7 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 16 ft z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 +40.6 +395 +38.8 +38.2 +37.7 +373 +36.9 +36.6 +36.4 P -55.1 -52.9 -51.4 -50.2 49.2 - 48.4 - 47.6 - 47.0 -46.5 17 ft ID MARKINGSTO THIS DOCUMENT ARE NOT PERMITTAND CERT OF AUTH !9885 N m +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 -48.1 47.6 19 ft +42.1 +41.0 1 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 49.3 - 48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -553 -53.7 -52.4 514 49.2 -48.6 21 ft +43.0 +41.9 +41.1 ,. 9 +39.1 +38.5 58.1 -55.8 -54.2 - �I,. .6 49.0 22 ft +43.4 +42.3 +41.5 + A � .. 9.2 +38.9 -58.7 -56.4 -54.7 - 5 S ti 23 ft +43.8 +42.7 +41.8 + .2.. +40.3 + +39.2 -59.2 -56.9 -55.2 -53.9-- ` ' 5 -50.0 24ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 .4 +44.6 +43.4 +42.6 .6 9.9 -60.2 -578 -562 =• �.. ; ... ' A -50.8 26 ft +45.0 +43.8 +42.9 t+42.6+42.1 +41.3 +40.9 +40.6 +40.3 -60.7 -583 -56.6 -53.3 -52.5 51.8 -51.2 27 ft +45.3 +44.1 +43.3 +41.6 +41.2 .9 t-52.2 +40.6 -61.2 -58.8 -57.0 -53.7 -52.9 -51.6 8 ft +45.7 1 +44.5 +43.6 1 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +423 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +463 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 1 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 X -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft + 505 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +51.6 +50.2 1 +49.3 +48.5 +47.9 1 +47.4 +47.0 +46.6 +46.2 -70.5 -67.7 -55.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft 1 1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -71.8 -69.0 -67.0 -654 -54.1 -80 60ft +53.6 +52.2 +51.2 +50.4 +49.8 1 +39 3 +.1 '11.3 4 +0..6 CASE' PRESSURES. 'WORST CASE' IS VARIABLE AS DESCRIBED BELOW. A�1TFi THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES -ER AS A SITE SPECIFIC CONDITION. 'HEIGHT. IF THE MEAN ROOF HEIGHT 5. ALWAYS ROUND iTQF:J l �O EX LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI _ Y ,.: E OP ING IN QUESTION (HEIGHT- WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD SP , E,THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- 3 L RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHANL BE USED. ALWAYS RO , X' INGEST O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D, THE 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 1.18. 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 FLATTERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI = +/ -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 CDR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS _H6RE,N HRL1':BE D VERIFIED BY THE GOVERNING BUILDING DEPARTM 'HOLDE >, FOR APPLICABILITY OF TABLE VALUE USE IS OFFS D S. THIS SPECIFICA 0 I T R ANY PRODUCT APPROVED CERTIFICATION. RE AURA L MTTTED TEST CRITERIA AND OTHER APPROVALS FOR DE ON F MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B K,O , , I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL O " M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF RH, PEAK ROOF WHICHEVER IS SMAL16(-1�. OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 S QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF HEIGHT 5 E0 10 ® 4 aN 55 WALL ZONE FIGURES 'O p x KbmpxKu INIT ISSUE UKWK GSS GHAU TSB I UAIC 03/05112 2010 FLORIDA BUILDING CODE ENGINEERING,, :; a z m 1°0 L " 3 o REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7 -10, CHAPTER 30 G�1'7E® '� ox `o Nr _ _ DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #1060 -Nz _ z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 9) O THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: (954) 3540660 FAX: (954) 354 -0443 2 N p a •• P R E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 7- 1 W W W. E N G EXP. CO M 0 O 0 -P v ID MARKINGSTO THIS DOCUMENT ARE NOT PERMITTAND CERT OF AUTH !9885 N m 1 tyllua 1auc1uU1g t,Uue vnllne R cir "r nutty, 9Fa" 1 tL' ,i � Product Approval USER: Public User Page 1 of 2 d� Stats & Facts Publications FBC Staff BCIS Site Map Unim i Search Product Aonroval Menu > Product or Application Search > Application Ust > Application Detail TAS201 1994 FL # 1994 Application Type nApproved Code Version Application Status Comments Archived Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc@jeld- wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffeil Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext2900 stevesa@jeld-wen.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By http :llwww.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDqueufsxW4GVzUy45Z76eB6N ... 3/22/2012 a at,altttt "Lululltr' %,,vuc vutttte Page 2 of H_ I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL14788 R1 CDC SA14788 stoned and cert odf Product Approval Method Method 1 Option A Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval Date Approved 12/18/2011 Summary of Products FL # Model, Number or Name Desch tion 14788.1 Steel, Wood Edge Glazed Impact 3' -0" x 8' -0" and 6' -0" x 8' -0 ", Single and Double Door Door Entry Systems Umits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL 4788 R1 C CAC N1006254- R4.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2015 Design Pressure: +50/ -50 Installation Instructions Other: FL14768 R1 II JW0509 -01 signed and cert odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports F414788 R1 AE PER 1399.odf Created by Independent Third Party: Yes sack Next Contact Us :: 1940 North Monroe street Tallahassee FL 32399 phone: BSo- 487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2010 state of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DSPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.n.us. Product Approval Accepts: WE wo RH is Truet®A ° ve °arsl http:// www. floridabuilding .orglprlpr_app_dtl.aspx ?param= wGEVXQwtDqueufsx W4GVzUy45Z76eB6N... 3/22/2012 JFL�® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 8-0 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM OW INC. AND ENDURA PRODUCTS INC. GENERAL NOTES I. TH1S PRODUCT IS DESMW TO CO"%YWITH THECURRENT FLORWABU&MG CODE (FBC) BASE ON THE SIGNEDAND SEALED DATE. INCLUDING HUHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWOVG: TAS201.4 ASTME330 -M ASTMEIaWa TAS202.34 ASTMEMI -W AS71(09W�05 TAS203434 ASTME2" 2. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO n%WSFER LOADS TO THE STRUG7URE: 3. PROOUCrANCHORS SHALL BE AS LISTED AND SPACED AS SHOAWON DETAILS, ANCHOR EM8EOMENr TO BASE MATERIAL SHALL BE BEYOND WALL DRESSUIG ORSTUCC(A 4. DESLGNED PRESSLKTER47MG SEE TABLE 4 PAGE 1. 5. THIS PRODUCTMEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZDNE(HVl 27 6. PRODLICTDOESNOrREQUtRE`5HU77ERS DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' min) thWazess. Galvanized steel A -524 oommero)af Quality AKDO per AS7M 620 with average minfmom y eld sir -90) Fy(ave) =30627ps4 Core Desian: Expanded potystyrmte with 1.010 1.25 ots density. by Jed -Wen Ina Pand CenO dart: The ac" and inaWve pxWs are oarrshttaW nom 24 GA (0.021'nUn) gafv0*0d`SAW 7Tte hue sheets at tap aW baaoln are trerx �" arm Mte top and boMam rails. The tap rat measures 1.tr 14h x 1.688' wide. The steel bottom rag measures 1.21'ttigh x 1.688° wide. The sWes of Mre faw sheets are raft famed imo 6to Wch and hinge sow afth measure 1.00"hj; t x 1.688' wWo, The imedar cavity is hfed w9h axp=W polytayrene. The face shoots are glued to Me expanded p*fy4 ae. The partare are cut out for the two -plan OOL Akm rxrm ALLENhame. Wilts amgkred mMr tengl W aW larrAnaWarMa 1.1G. on double door ap ass Mm i wtfy@ door is RMW wu* an awWed atummin astragal of 6063 -75 aM* manutactured by Emfwa. Frame Ga sfnrcf on: The names are autshuaed of &wgomted pine jambs measuring 4.9116'x 1 -M47. The head jambs are maMsed and buff jarred to the side lwnbs, 80 athwhed With tines (3) 16GA 7116" crams x 2'long staples on each side. The 9weavWd is att shed to the sfde jandts with three (3) 16GA 7116 ° aown x 2'(ong staples on each sWe. Glaaino: ODL fmdated rde is 1' avast Mrkfiness, fisting ofona (1) pane of 0.125 tampered gfass, 0.5° air space; hm (2) panes 40.125' annealed with .090' PVB intedayer by Sokdfa. Ag Res are saWwk had J gfazed Imo the panels. d O J x IaJ M 4 3 'a m a I N m w ! w 73 15/16• tAAX. OVERALL FRAME WIDTH 36 7/16 VAX. PANEL WIDTH W /ASTRAGAL 20 1/2 20 1/2 0 Max MAX tE M D.L.O. D.L.O. o 0 W O w INACTIVE O ACTIVE DPP. � ,,mot 3 E 0 3 m 4 3 / 4 O 1 A A 2 4 2 �• 4 ASTRAGAL BOLT ITEM X12 ABLE OLr7S�IArG (7ArIT (XX) SCAM• f /2" =f'—O" TABLE OF CONTENTS SHEET M 0ESGR/PTK1N 1 © —mow iii' 3 HORIZONTAL CROSS SECTIONS 4 73 15/16• tAAX. OVERALL FRAME WIDTH 36 7/16 VAX. PANEL WIDTH W /ASTRAGAL 20 1/2 20 1/2 0 Max MAX tE M D.L.O. D.L.O. o 0 W O w INACTIVE O ACTIVE DPP. � ,,mot 3 E 0 3 m 4 3 / 4 O 1 A A 2 4 2 �• 4 ASTRAGAL BOLT ITEM X12 ABLE OLr7S�IArG (7ArIT (XX) SCAM• f /2" =f'—O" TABLE OF CONTENTS SHEET M 0ESGR/PTK1N 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTEON B BU OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 OPTIONAL iX SUCK IN MA80NRVI CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 COMPONENT DETAILS T UNIT COMPONENTS Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.08.1116:00:59 - 44'00' NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MA 4 MOUETE. SEE SHEET 4 FOR DETAIL No Tt AUMe MVU R OMP.L m cm," outtmm oaoas ffiW.P A MAYEatEK+d wAarO �w uat. R. sAtas 0 q � p > ut o Ota OMN • go to w to Lo o m bm —vv O L Pt x � m LL E m Y °wz �5m UQa go N wow z >�z f a. m: EAG K erS. SAF1` kw= M. JWOS09 -01 mT 1 oF 7 0 � o' =lom O m O orOC40 +mo0* m + W m a -sry O Q��vv � x mm wo tL E Y ��2W in COD Wa gm yyf, Lu U} a WOZ UO OWtn� vn- er. EAG aac er:S. JW0509 -01 seer 2 oF 7 Zia / y.— e i NIN. EMB. 1/4- MAX. 7 x 3 iq-0LUPS Flk mww_o —STEM— 2 SHIM THK. 20 8 1 T 5f22EW STEEL 7— -LON -650 1 ! 8 J It OUiSM'H�IC THR£SHO(D ALtIM(NUb 1/4- MAX. SEE 2 12 A51RAGAL THROW — 5 16 z 16 SHIM THK. DETAIL _ 1J BOLT STRW PLATE LOCATED STEEL. SAT. 7 26 SEE !J8 QN�F� DETAIL A 6 Cx. 7 16 z STAW 28 7 26 W1K Opt 400 STEEL flNW!�A KWIKSET D T SERIES 7 STEEL flbfA H A t/MINUb 36 28 m(k MATE 19 2x WOOD BUCK wow 30 1 34 9 20 NOPi SHIM 36 21 D6YT 995 5it1 CO 21 30 1 BASS GLASS w SEE 36 21 2 8 !LASS GLASS 2S f LOtxC t 668 x J.1 x 48 at = O g o DETAIL G SHT. 6 EXTERIOR = S SEE 7 2 AtIN LVL 1 1 28 BMW I'MYSIVNIX IA tQ I Faw a4 23 Ld _ ° DETAIL GR 2g STIR DOOR PAM euti�4Y. 4ca - STEEL m w w ''• SHT. 6 A -529 pAIN£RAAI. tX1AUiY OA21' Id81. Itf(p(. t NUM Qq 22 ° 23 w 31 u\i INTERIOR 24 -� 22 2 33 x 2 Ppmulps FLAWM WOOD SCREW STEE1. 31 1. MIN. wrn ? m 24 d 35 36 �R LL 1x SUCK WOOD O IN7ERlOR OOt FOAM IN PLACE GASKET FOAM \ 21 21 M f 30 \ 21 21 M NOTES: 28 29 % 30 "iT FOR TAPCON MASONRY AND WOOD SCREW ANCHOR - 21 P N S & 3 4 SEE SHEET 5. S ACI G ITEM � r� 1 $ 27 28 2 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN Q 27 29 MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS, 11 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF 11 HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 5J8 MAX, t 34 1 1/2" MIN. EMB. 5/S MAX. ps�lo Spy'!" �. �.: 19 *d No a *=. MIN. m 1" g X31' TATS OF :4a: MIN, _ --i 1" NON. i" MIN. pip�`F c(8p9�1ba'�a0:� ,,,��SS��NAi vL�P a+m FU00 FRAM SCALE 6" a1' -0" L 3 2 CONCRET!' INSTALLATIOK SCAL6.� 6" =1'-0" `'p,,` , a 0 � o' =lom O m O orOC40 +mo0* m + W m a -sry O Q��vv � x mm wo tL E Y ��2W in COD Wa gm yyf, Lu U} a WOZ UO OWtn� vn- er. EAG aac er:S. JW0509 -01 seer 2 oF 7 IN In 1. 1 MIN. i. I MIN. Mau, t 1/2- SEE DET SHEET 7 AIL , DETAIL G SHT. 6 30 s -(Qu 3$ 3/4* PANEL. C7 ie� M id ir �D-j n V-18 Nil WWII. �D-j n V-18 -- 113/16 -.@ O&M==SMlow, , 111111IIllo 4 ) ASTRAGAL CRASS .4 _4' LM I' MIN. I [E> — FASTEhIER SPACM MVX F. SHEET G. (TOTAL CF 14 SMEWS1 ff> LATCH AW WWMT STRMCE PLATES MOUNT M ASTIWAL WTH AWWAME MT RATES. SM PLATES REOME IS X 3* RVJJPS FIAT HM WOW SCRM 7N SUCK TO SUITFMTE FASTUMG AFAY VWZE OPTIMAL. 3/16' I MM TAPCM qQ — TAPCM WASOM NO W= SCWW ANCIIDR SRACM (EMS 15 & f34) SEE SHEET S. (D FlOR NOWMAL MCHOR IN IX SLICK OMON IN fiiASofW/CDNCRM SEE SLEET 4 Ft)R DETAILS. o"a AS opyrIM" yd 9d+ sECrr TAO MM6 ae tam OF no IMI FL n > C vtb cm a* mo w co b Cl U. o- E .9 Y U, 3y N 2. Br-. EAG c.-m-S. SAFF am Roa . JW009-01 XT (W Nil -- 113/16 -.@ O&M==SMlow, , 111111IIllo 4 ) ASTRAGAL CRASS .4 _4' LM I' MIN. I [E> — FASTEhIER SPACM MVX F. SHEET G. (TOTAL CF 14 SMEWS1 ff> LATCH AW WWMT STRMCE PLATES MOUNT M ASTIWAL WTH AWWAME MT RATES. SM PLATES REOME IS X 3* RVJJPS FIAT HM WOW SCRM 7N SUCK TO SUITFMTE FASTUMG AFAY VWZE OPTIMAL. 3/16' I MM TAPCM qQ — TAPCM WASOM NO W= SCWW ANCIIDR SRACM (EMS 15 & f34) SEE SHEET S. (D FlOR NOWMAL MCHOR IN IX SLICK OMON IN fiiASofW/CDNCRM SEE SLEET 4 Ft)R DETAILS. o"a AS opyrIM" yd 9d+ sECrr TAO MM6 ae tam OF no IMI FL n > C vtb cm a* mo w co b Cl U. o- E .9 Y U, 3y N 2. Br-. EAG c.-m-S. SAFF am Roa . JW009-01 XT (W p-- 11 I. MIN ._ 1° Mid. MIN. MIN. a SEE ^ ' Ld 2 B LWATAL C�eYaS_eTBY.iL>76_t1�. 1 4 Lj 4 OPERATING rINTT JX tA7CX o 3S OPTION IN AWONRY/CONCRATE (SCALE• s" 1- 1- MIN. SHT, 6 30 36 1/4• MAX- SHIM THK. 2 d3 MIN. 22 3 c DETAIL 7 w �7 1 1 1/4• IN, EMB. - it "4"VAX sHDA d '_ —I t° MIN. L' -�•�_' r %(21 YERTICAL cross S"my TYP" ■ < . 4 OPERATOW UNIT YX TWCR OPTION IN AGSONRY/cOArA WE (sc" s" eJ' -O-) r SEE DETAIL A 1 1/4• EMB MIN. 1/4- MAX i SEE OET SHIM A4 A SHEET 7 9 31 m a> �c Or CODA O tn SEE DETAIL G '� b.0 m go SHT. 6 / sro Ea" W x v1 1 MIN. Om� MIN. app Z O /. Sad > az ° \ FOR UPCON NASO r AND WOOD SCREW ANCHOR VA= (ITEMS JS a $J4 ). SEE SHEET & 9 SEE DETAL A 2 OPTIONALLY. ANCHOR CAN W PLACED M NARIM SECNON OF WM OR JAMB AS LONG AS MifALLUM Em%,,u NT LS ACHEVED. 1° MIN. Q N SHEET 7 ........... ° �1/4° 6 MA)L SHIM 6 1 1 /2- MIN. E:AHED OPT/ONAt MASONRY/CONCRETE INSTALL MASONRY CROSS SEC77ON OF HEAD OR JAMB OTHERS �oO AS NOTED EAG v i -A TATE OF -:<v�` At87g8PfNdi or-S. ,O c i1 -11 p; 2 FtaFmpJLpnwlsl Doi= NW aW JW0509 -01 WmwpmKrL RB CVW.(WAUTKNa9WTS l9w -!L OF 2- SEE -4 DETAIL G SHT, 6 �. Aumr 38 00 o 4 OPWRA TWO IINTT !X BlR7f OPTION IN MASONRY%CONCREPE SHT, 6 30 36 d3 RIGRT RINCF SROI®N• LEFT RINGB OFFOSYTE SHOWN 22 w 24 @MR '- a n 1 1/4• 21 o MIN. w 30 27 '` r EMO. 34 IO 20) z7 _ 29 1 2 3132 - ° 1• MIN. v 34 I° MIN. LZ �. 5/e MAX. d '_ —I t° MIN. L' -�•�_' r %(21 YERTICAL cross S"my TYP" ■ < . 4 OPERATOW UNIT YX TWCR OPTION IN AGSONRY/cOArA WE (sc" s" eJ' -O-) r SEE DETAIL A 1 1/4• EMB MIN. 1/4- MAX i SEE OET SHIM A4 A SHEET 7 9 31 m a> �c Or CODA O tn SEE DETAIL G '� b.0 m go SHT. 6 / sro Ea" W x v1 1 MIN. Om� MIN. app Z O /. Sad > az ° \ FOR UPCON NASO r AND WOOD SCREW ANCHOR VA= (ITEMS JS a $J4 ). SEE SHEET & 9 SEE DETAL A 2 OPTIONALLY. ANCHOR CAN W PLACED M NARIM SECNON OF WM OR JAMB AS LONG AS MifALLUM Em%,,u NT LS ACHEVED. 1° MIN. Q N SHEET 7 ........... ° �1/4° 6 MA)L SHIM 6 1 1 /2- MIN. E:AHED OPT/ONAt MASONRY/CONCRETE INSTALL MASONRY CROSS SEC77ON OF HEAD OR JAMB OTHERS �oO AS NOTED EAG v i -A TATE OF -:<v�` At87g8PfNdi or-S. ,O c i1 -11 p; 2 FtaFmpJLpnwlsl Doi= NW aW JW0509 -01 WmwpmKrL RB CVW.(WAUTKNa9WTS l9w -!L OF 2- %OS! 1 - 6 SEE DETAIL 8 SHEET 5 0 SEE DETAIL A _.._._._. _ SHEET 6 2 -^� 12" 12" 12" SHEET SAIL B m 2 \� m 6" 1 �Z� 2-1 6" "yo- o m 2 C40 0 10 a0coW 1 1 I I .. —.� I V �� O-1 R�iV EI LL n E a w W _ 00 CO Y 0 W 5 5 SEE DETAIL D _ SHEET 6 to Q: A A B B C wz m - - a000 J 3 �ap1r rn 0 �a n - 5 TYP. - WOZ .. 2Q M 5 TYR M C3 Cl p vY 1 0� V t I 1 l 1 t � �"1i I �I t° 37 1/2 " SHEET 5�L A m �i 12 " "� --1 72` F-- -.i 12°-I- SHEET SAIL A ° 6" 12" 12" 6" � a u m w K I I „ 7 00 zm- -- ._......._ N ' '005 ANCHORING LOCATIONS SEE DETAIL E o a OUTSE1NG SINGLE UNIT Lx) 11 , o 0 SCALE- f12- => -0" SHEET 6 0 ANCXORING LC�AT,IO LtOUBLE OUTSR'INO ttNIP X g w 2 .SCALE- f/2" =I'-O' 1 0 1 iprpuupr. 'a' 1 + +O`�ylS. 11 G aim 2 808 * : No 0 * : sue AS NOTED EAG 14 '�' TATE QF . aa. BeS. SAFFEL i 3,p g@..4r -t v : �y�: w. n�ao m1m mtnvarc rma OBTAtL A d AIL ® 4�iFS. <...... G� + ++ iZ/B.PA1 vca e� JWc5 -,n of SCALE.' 3" sf' -0" SCAM X -J° -O- ���riS��MAI ar` ++ ea �PAIK FL =M 5� or 7 4 9/16' - DETAIL d - flIKGE AWATING BATAIL SCALE. 3" =P -0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL E TYPICAL d.STILAGAL RETAINER BOLT HOLE .SCALE..- 3" ANCHOR @ EXTERIOR SIDE 2 13 7 34 2 O O A A 3 34 LktIE13L4@ DRILL 3/8' ASTRAGAL 1 RETAINER BOLT HOLE THRU FRAME /MASONRY 3 34 x 1 -3/8' DEEP DETAIL B DETAIL C TNROcBOLT STRLM PLATE A(QUATl1✓G STRIKE PLATES �'p�(� SCALE.• $" =1' -0' SCAL85 318- �f' -0" W • �I{ DETAIL D STR " PLATES TO ASTRAGAL SCALE:• 3/8" =1'-O" 1/2' x 1/4' CU -0 SPACER Y 1 /8' TEMPERED GLASS ca 1/2' AIR SPACE 0.090" me INTERLAYER BY SOLUTIA OR (NOA #W- 0206.01 ANNEALED p h a.ow�w p > ua o om OTT Q 2cm0 A C.Omm f0 4 {{ O J as tb {}> R� maw E X �r z LU m R O ��2 O onw�`n n 3 y O U i --5/8' GLASS ' o SITE ODL " 'G NS '•. Cir No o DAM 2 5108 SAS NOTEI * *" vi ?UI: EAG grS• S4FF V' ATE O F . 0 �' ,o f- 7A .......... C9 � FLBam DROPS �lreuec �, SULOM »reWMPMKF 3M JW0509 -Ot y 1 s �L FUMCOMCFAU x.e 23M 4 9/16 "� I--2 3116° - 1 GER.rOINTED PINE SCALE: 6" z 2 1/2" --{ 0 O 4° 8/16° ° ° -"iF- -1/16° (Min) o \BCITT XIA{CE 4z4z1,Z CA. (r� 1CD.�P�?E'SSI0N 6'PATHCRSTRIP SCALE 6" =1' -0" " QDS -6S0 SCALE• 6" 0" 1 13/16" t 1/4" ASTRAGAL � ® UILii � n —I �- 11/16" �AS "!'RA.AL STRIKE PLATS' �"r \FEDORA ALU,KlNLrd! ASTRAGAL SCALE.• 6" =1 •_O" r SCALE.• 6° 18° ASTRAGAL BOLT AfAT.- C/R STEEL ROD t � �;GINC & YE j,�J� CHROeV� SCAM• 6" _> -0" .25 V SCALE.• 6" =f' -0" co l i �OflTSJt�ING THRffSHOLD DURA) SCALE• 6" I I�� 26 31 TOP RAIL (LVL HINGE STILE LVLJ 32 LATCH STILE LVL SCALE 6" =1' -0" 3/16° C- SINK. I— NOTE r 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2° GAIN. EMBEDMENT r WHEN OdSTALUNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. / 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUL.UONS. 3 -USE 3/16' ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO C0NCREVMASONRY SUBSTRATE AT SIOEUTE SILLS. DETAIL A - CO0NJWMK DETAIL SCALE- 114" -1' -0" n 1 1tit6" �" 5/16 - —F t— " r 2 1/2° 1 00© ` BTEE�� &AL AfIN. CALK SCALE• 6" =1' -0" SASTRAGAL SILL 04 L� ALLEN FRAKE T�LiCB�l�T_ of n1ALUdffNfIH 6063 TS 18 SCALE 6" =1' -0" `w SCALE 6" =1' -p" * : No ALe7as 1 P-DwA P.E. W.88f01 rl/�=0"a .SM 49B wwmmmm Sm FWC8r.GFAUMM2M 0 4: m m 4 om 815 1 ®ro • a 0 amo amp O mC3 J ilhLL �m EaLL Y El z_ J .Coo �pmO WON 3N er: ae5. X0509 -01 wr 7 o 7 BUILDING DROPS 1z7w.FairbSuite4 Suite 438 8 A Perfect Solution in Every Drop Winter Park, FI.32789 407.929.6073 PH it Certificate of Authorization: 29578 407.647.3572 FX contact@buildingdrops.com Product Evaluation Report Of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL Report No. 1399 Florida Building Code 2007 Per Rule 9N -3 Method: 1— A (Certification) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Wood Edge Impact Glazed Steel OS Door Material: Wood /24 Ga. Steel Product Dimensions: 73.938 "x 96.75" Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.08.11 16:01:41 - 04'00' Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou, P.E. Florida Professional Engineer 4 68101 Date: 7/18/2011 Contents: Evaluation Report Pages l — 4 Installation Details Pages 5 & 6 0111111111 "1 S Spy Y /�F 0 p O : 40 d . ,h • ,.� �`�,�. O R 1 •, � fON A� E�,.. Alexis Spyrou, P.E. Florida No. 68101 BUILDING DROPS Date FL Date: 7%18J2011 A Perfect Solution in Every Drop Report No: 1399 Certificate of Authorization: 29578 Manufacturer: Jeld -Wen Inc. Product Category: Exterior Door Assembly Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Wood Edge Impact Glazed Steel Outswing Door (impact) 73.938" x 96.50" Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL #68101) for lead -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -01, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -01 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -01 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 BUILDING DROPS FL *: FL Date: 7/18/2011 A Perfect Solution in Every Drop Report No: 1399 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation &. Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: Referenced Data: The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330 -02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 Reports to qualify use of Wood Edge Steel Doors: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # T5T1589) Report #: NCTL- 210 - 3196 -1, Report Date: 04/26/2005 Report #: NCTL- 210 - 3196 -1A, Report Date: 04/26/2005 Report #: SJW2011 -072, Report Date: 07/11/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: N1006254 -114 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 BUILDING DROPS Date : iP7 Date 7/18/2011 A Perfect Solution in Every Drop Report No: 1399 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (U), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" Into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509 -01) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS FL#: FL Date: 7/18/2011 A Perfect Solution In Every Drop Report No: '1399 it Certificate of Authorization: 29578 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door C Spyrou, P.E. a No. 68101 Page 5 of 5 ' r ! 0111101111 CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI0062N -R4 10114105 Structural JELD -WEN J -104 -3 08/02/2011 /22011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. 'this certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of CertiPed Products at �vuw.NAMICertificati(in corn. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JEU) -WEN'S "Steel Wood- Edge"'Double 3838 Lakeport Boulevard In -Swing /Out - Spring Entry Doors w /ODL Klamath Falls, OR 97601 Impact Glass or ODL Impact Allen France and Endura Ultimate Hurricane Astragal Configuration: XX Glazing: IG- 0. 125 "'tempered Glass! laminate -0. 125 "Annealed Glass/0.090 "PVB by Solutia/0.125 "Annealed Glass Fratne: W -62" Panel: W -3'2" T L0- W-1'10" 1-142 1 I -T 11" 11-61" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +50/-.50 psf Large Missile Impact Rated rrvuuct 11 tea tsy: Nationai Certified Testing laboratories Report No: NCTI, 210- 3196 -1 /SJ W2011- 072/W -1 8 / riNpiration Date: SeRtember 3,Q, 2014 ' Administrator's Signature: NATIONAL ACCk DITA,TION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Mayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684 -5122 TO: Whom It May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD -WEN 3737 Lakeport Blvd Klamath Fails, OR 97601 FLORIDA PRODUCT APPROVAL M FL14788 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFIC4TE CERT. EXP. TESTSTDS. TAS 201 -94 14788.1 JW0509 -01 1399 N1006254 -114 09/30/2015 TAS 202 -94 TAS 203 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 BUILDING DROPS 127 W.FairbSuite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407- 644 -2366 FX contact@buildingdrops.com Please note that I do not have, nor will 1 acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.16 16:30:36 - 05'00' �°,i�ilU sp •� 9r �' O 0 r .. r TATE OF .. 0 A' O R t o.• Page 2 of 2 This document is valid only when receipted by the Tax Collector's Office. J & G CARPENTRY INC J & G CARPENTRY INC 13461 78TH CT N WEST PALM BEACH, FL 33412 -2118 STATE OF FLORIDA PALM BEACH COUNTY 201312014 LOCAL BUSINESS TAX RECEIPT LBTR Number: 200305504 EXPIRES: SEPTEMBER 30, 2014 This receipt grants the pdvifte of engaging in or managing any business pofesslon or oc c upaWn within its jurisdiction and MUST be conspicuously displayed at the place of business and In such a manner as to be open to the view of the pubk. ,. � 1, ANNE M. G A N N OI N P.O. Box 3353, West Palm Beach. FL 33402 -3353 � LOCATED AT** � ' CONSTITUTIONAL TAX COLLECTOR 0 www•pbctax o m+ Tel* (561) 355 -2264 semi" Palm Balch County 13461 79TH COURT NORTH WEST PALM BEACH, FL 33412- Serving you, 2118 TYPE OF BUSINESS OWNER I CERnRCAn0N a RECEIPT #SATE PAID AMT PAID 005GENERAL 23.1 OONTliRCTOR OAVIS JAMES 0 1 U14MI - 101®1/13 830.&0 {140124425 This document is valid only when receipted by the Tax Collector's Office. J & G CARPENTRY INC J & G CARPENTRY INC 13461 78TH CT N WEST PALM BEACH, FL 33412 -2118 STATE OF FLORIDA PALM BEACH COUNTY 201312014 LOCAL BUSINESS TAX RECEIPT LBTR Number: 200305504 EXPIRES: SEPTEMBER 30, 2014 This receipt grants the pdvifte of engaging in or managing any business pofesslon or oc c upaWn within its jurisdiction and MUST be conspicuously displayed at the place of business and In such a manner as to be open to the view of the pubk.