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WS-15-1425 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238652 Permit Number: WS-6-15-1425 Scheduled Inspection Date: July 29, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BARBAREE, BRUCE Work Classification: Door Replacement Job Address:9338 NW 2 Avenue Miami Shores, FL 33150- Phone Number (561)855-4052 Parcel Number 1131010150280 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments CHANGE OUT 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed B1 CREATED AS REINSPECTION FOR INSP-236521. Not ready Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 28,2015 For Inspections please call: (305)762-4949 Page 17 of 31 Miami Shores Village � " �tlit8#S$ e� 10050 N.E.2nd Avenue NW — d...� 1� 1 +cent Miami Shores, FL 33138-0000 �ioRmP Phone: (305)795-2204 Expiration: 12/16/2015 Project Address Parcel Number Applicant 9338 NW 2 Avenue 1131010150280 3 Miami Shores, FL 33150- Block: Lot: BRUCE BARBAREE Owner Information Address Phone Cell I BRUCE BARBAREE 9338 NW 2 Avenue (561)855-4052 MIAMI FL 33150- Contractor(s) Phone Cell Phone Valuation: _ $ 1,411.00 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT 1 DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees DLFee Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-6-15-55930 DBPR Fe $2.00 DCA Fee $2.00 06/10/2015 Check#: 19745 $50.00 $76.20 Education $0.40 06/19/2015 Check#: 19839 $76.20 $0.00 Permit Fe $110.00 Scanning $9.00 Technolog $1.60Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni rm , authorize the above-named contractor to do the work stated. June 19, 2015 ufhori Signature:Owner Applicant / Contractor / Agent ate Department B ' 'ng Copy June 19,2015 1 ( JOE 0 APPS ) Miami Shores Village n l o z 15 Building Department �u� 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011 BUILDING Master Permit No. S ly2S PER IT APPLICATION Sub Permit No. PE ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS C JOB ADDRESS: -1 3 j L City: Miami Shores County: Miami Dade Zip:3 3 % 5^ Folio/Parcel#:���3%(-)I — /-/ S� C1 -a o Is the Building Historically Designated:Yes NO Occupancy Type: Load: n/ "Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A)'p, L)C' � �;�'��A Phone#: ��w ,��Y,�L G/.3 Address: A)lam' -2- City: vIC:O State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 3 �C: = `4 y. M�—I %'C Phone#: 1 � Address: #�` _ City: ► } \ �C2f� Yti State: Zip: l —^ Qualifier Name: ) .i 1tYl j„X 3c\ i Phone#: State Certification or Registration#: ,Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ / Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [�J Repair/Replace / ❑ Demolition Description of Work: 0 ka jt,41/ C�G.Z�' LC� �� � �� l-' :�Q� C' Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ //-- TOTAL FEE NOW DUE$ -4G (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 an einspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t day of 5O N2 120 15 ,by _ day of y )a f)P ,201 ,by 13 Y'--q cr >A"A R„c C who is personally known to �,)2M P 5� �L!:S ,who is per n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:,/Z Sig Print: NA) vPrint: G (Y !/ Seal: MARY ANNOAAINJCN Seal: 'i'1+; MY COMWSSION 1 FF 136724 ti, igP' i EXPIRES:Aupwt 9,201 a 1� APPROVED BY I Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) 05/12/2015 12:58 10 JG PERMITS PAGE 01101 7 ® DATE(MMIDDn-rYn AcaRo CERTIFICATE OF LIABILITY INSURANCE ��. 4/27/2015 THIS CERTIFICATE IS ISSUED AS'A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOL13M THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cartlneate holder Is an ADDITIONAL INSURED, the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the. certificate holder In lieu of such endorsement s- CONT PRODUCER NAME:CT Nicola i2>atndeen Stirling Insurance Services, Inc. PHONE 0191 , (561)338-3030 Ic No;(ssilaae-loss 1700 North Pixie Highway ADS ,ramdeenlastirlingfinancial.cem Suite 1179 INSURE S)AFFORDING COVERAGE NAIC s Boca 12aton FL 33432 INsuFtERA:Colony Insurance Commany 39993 INSURED INSURERS De osit:ors Insurance Cqlmppny 42587 J & G Carpentry, xna- INSURERC:RLI- InsVrAlnCe COMPanY 13056 13461 79th Court: North. INSURe ao INSURER E West palm Beach FL 33412 WSURERF; COVERAGES CERTIFICATE NUM13ER:CL1542711763 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WFTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AN D CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. rA TYPE OF INSURANCE POLICY EXP POLICY NUMBER M o MMIDDI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ClAtrnS-MADE XO OCCUR PREM o oarlmence $ 100,090 103en000383802 5/2/2015 5/2/2016 MED EXP wyone Orson) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE a 2,000,000 7� POLICY �R LOC PRODUCTS-COMP/OPAGG• $ 2�000,OOQ OTHER: 5 AUTOMOSILELIABILITY Eeaci u $ 1,000,000 B ANY AUTO BODILY NJURY(Per peRon) —1 ALL X �OSULM AotbAPD5944e94493 B/2/2015. 5/2/2016 BODILY INJURY(Pereccldent) $ NON-OYVNEO PROP R v T HIREDAUTOS AUTOS racaUont PIP-Basic $ UMBRELLA LtASOCCUR EACH OCCURRENCE $ EXCESS LIAR CIHIMSMAD$ AGGREGATE E $ EO RETENTION, $ WORKERS COMPENSATION STATUTE � ri AND EMPLOYERS'LWBILITY ANY PROPRIETORIPARTNER/FECUTIVE Y/N NIA E1EACHACCIDENI $ OFFICERIMEMBER�CLUDED? (Mandatory In NH) E.L.DIBF'ASE•EA EMPLOYEE $ I I vet.4auribe under DESCRIPTION OF OPERATIONS below E,L.DISEASE-POLICY LMIT s C SURETY BOND 8862004673 7/•9/2014 7/9/2015 BOND AMOUNT $ 100,000 DESCRIPTION OF OPERATIONS r LOCATIONS I VEHICLES(ACORO 101,Additional Remarks Schedule,may to atteched If more apace Is reg4lrea) CERTIFICATE HOLDER CANCELLATION (305)756-9972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hiami shores THE EXPIRATION DATE THEREOF, NOTICE WILL BEogL(VERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shoxes Village, YZI 33138 AUTHORIZED REP.RESPNFATIVE Cheryl Fong/,FONGC ®1.989-2014-ACORD CORPORATION- All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) FYI (I n ;'7 „3 ' 36" X 80" y,� rF:• y L' IF" ` REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANTT ` •\�^� \'� HURRICANE SHUTTERS NOT REQUIRED ? OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 1 4 38.2 1 -41.6 FL15558.1 66.0 1 -70.0 FRONT ENTRY-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 INTI)CQNCRETE "•' ••••;' WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. *• ' •'•;'. '. • . •..•.• SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES •• •• 6666 •••••• • DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES .•...• • • ••••.• MEAN ROOF HEIGHT 13 FT 4 IN • . • ..•... as a BARBAREE RESIDENCE 9338 N.W. 2ND AVENUE DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 05/04/2015-3:31pm inteml V:\Projects\_2010-MPS\400 Wind Charts\ Reference\00-MPS10-400 Series C&C(Current)2.dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tri butar Area(Sq Ft ` Roof Tributary Area(Sq Ft 1. TABLES ARE INTENDED TO DEP F-,WORST CASE'PRESSURES.'WORST CASE'IS H t 10 15 20 25 30 10_ eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITdty:L-60��,��ppV 0 _ WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO oLdtS�LZkQl9YRE1 ITH THESE TABLES. on-15 -43'4 -42.4 -41.6 -41.1 -40.6 -4(1 --�3'�;8� 49 - t'3 -53.6 -51.5 -50.0 -08.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID O L IFOR,'IIJr�b{� 51�'``L�ROOF HEIGHT AS LIMITED ABOVE. 3' 0-15ft 3. TABLES VALID F LL�Lbb P 5�. OPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES +40.1 +39.0 +38. +37.7 +37.2 + 8.1364 t+:36 i tk359;r +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESS THAN 10°SW B P �;Oj2 B GYNEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 - .2 -41.6 -41.1 -4�� �4wp��4.'��L4 8 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE Bl " N A OF HEIGHT.IF THE MEAN ROOF HEIGHT 16ft +40.6 +39.5 +38.8 +38.2 +37.7 +37 -.t3 g ., 16ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI D1?11 J,(E Cs'�iT. 17 ft -44'6 -43.5 -42.8 -42.2 -41.7 -41-3 - 0. cA0 k9;3 '� -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND 2+RQO6:HEI. EXS7 AR6E VALUE OR CONSERVATIVE ASSUMPTION. lam 17 ft 6. CALCULATE THE TRI BGT`AE� .k 1 :liE OPENING IN QUESTION(HEIGHT WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 -+3.7JL-x36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MULTI Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -4 1 ,.4e 8• a+� -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD,7TU5,SP 1(,1.,LE,NGTt~iF(,IdF,S,GF,(�:,��3).,US.E,THE AREA BETWEEN STRUCTURAL EOft ! 8( �fL+�1��'Ir g OPENINGS ONLY-iFHIS�l"t�IGLUQS�Q,,,It,EA BEA�V€E�l ,RU URAL MULLS. IF THE TRIBUTARY +41.6 +40.5 +39.7 +39.1 +38.6 ;36.2 I+3�9 + T5"+riT,3 '� . +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENIWCAT;If!'0 .@F ID N F D,7�1,� OS CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42 '�{llt9,�"41'.51 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND�TJ�]`Bl`1TP,RY�.REAI�DO,(((rrryyyN,;YYY O THE LESSER TABLE VALUE.FOR LARGER +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUB SHED,U5E`fH!'IMGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 52 4 -51.4 •4g„g. _qg•2 �g,6 8• READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft -.�_ MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0. +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +40Ax,.,39:9 9 9?1{t+,388' +38.5 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 5$0 9� ���pp55,, y 9:6 -49.0- FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22 ft +43.4 +42.3 +408 +439( $#+ 9 9.2 +38.9 GENERAL NOTES: 23 ft -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 1 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 -5?#3 x4j SIS 0:8� .50.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 + Iff"-+.4_. #AO.,_ +,9:43 3M +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 _".0 -43.6 -43.3 24 ft -59.2 -56.9 -55.2 53:9 'd- 0; Sl!2 -5006 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft $p`r 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41 1 ^+40,_-+40.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 E�25, �`53 5p2r5•�}.5. 7.�g5 0 X5,0.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +4 i�F4141 6+`410' 40.6 ''f40:2 •x39.9 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 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54 ,�53,�I'7_2e l52,�. +;X51`4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 27ft 491 -48.0 47.1 -46.5 -45.9 -45.5 45.1 44.7 -44.4 27ft 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45 4 -611 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPIIOIQING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft -..28ft COEFFICIENTS LISTED,,HERELN S(.P, '+BEyD C1`A-TE ND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 +4T6-416 41. +40:91 ! +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMENTc=ANCLPERMI ° O RANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -4 72 $g` ,,yy,,,,, 4 ,$T"-7 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFERED REI,(N- „„�„ 29 ft I INT *. 2g ft 5. THIS SPECIFICA7),D�15�T1 N ED,, fFER ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +42. a 1. LE41 '1+.+A1> , +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 '' 'L, S'�// CERTIFICATION. REFS 0 aA BP RAT UBVrED TEST CRITERIA AND OTHER 30 ft -50.3 -49.0 -48.2 -47.5 -47.0 -4�rw'.�Jvs�{! -45. 5�4>I. -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES B NST"A L'A(�t`At NFOR ATION AND APPLICABILITY OF THESE TABLE +46.3 +45.1 +44.3 +43.6 +43.0 +42'".61.+42926 441?8 151*. 30 ft VALUES WHICH IS TgFEBEIVERIF„IE ..&,OTOE%4" CCORDANCE WITH GOVERNING CODES. +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6. ADHERE TO ALL L H`^ eA�r ', Y TEM ORDINANCES. of L4M 4T..: 9 $.. 32 ft -51.0 -49.7 -48.8 -48.2 -07.6 -47i1" E ._,4 a y.,,��0. "- -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7. NO CERTIFICATION'lS*pS,F,2D.�F TTO INTEGRITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +427-`-+A2, .+42.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8. EXCEPT AS EXPRESSLY PROVLpE. ;H. IN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 ��qqgg,,�� ,47 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. !- 35 ft }+44.0%11/ ����-^6�44 f§' ��'33 a=SO%OF LEASTLbLIRIZ4[dSAL�a1.MElY51G1�Vi•08 40°/a O�MRH, PEAK ROOF +47.9 +46.6 +45.7 +45.0 +44.5 +M4'.0 1+48.6 +43,2•+ti42�.9 � r1 "i�� +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 40 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49 0 e$B.G� •-48.3'. -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLF ;,BU7-)VOTxI�ES,F[�aN�4yq QF LEAST HORIZONTAL HEIGHT +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(lm},•OSE�ZONE 5$�_AT AL'l IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 1 -49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 1+49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 1+45.2 1 aI. (-I• HEIGHT 50 ft -56.0 -54.6 -53.7 -W jV,3 j51� -5j-3 j50.$ -5Q.g -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 0+48.5 +4710 *4791 .470 .4616 .46.2 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 55 ft -57.1 -55.7 -54.7 -�4.0 -�i�l 052 -3.6 SS ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 Jr I ® I Jr ® ® l` +52.7 +51.3 +50.3 +49!5 +4819 *4891 *479 *475 +471 +52.7 +51.3 +50.3 +49.S +48.9 +48.4 +47.9 +47.5 +47.1 8 c a -58.2 -56.8 -55.8 - 5.0 -547.3 - 3. - .3 -52. -5 .6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 ELEVATION 0 5O 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES /�� ISOM RI m wEnnnRlcs ... DRwN CHif� DATE 2 010 FLORIDA BUILDING CODE n ` #� 0 > � R INITIssu . . G T 903/05/12 ENGINEERING � m m •�• c� }ADfS HEIGHTS GS9 T 04/09/12 ® Z o • T _ .. _ _ ASCE 7-10, CHAPTER 30 tb(EXPRESS n Z (� DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 loz MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ y cn Q ' 115 tMICWAW ISJHE�R MRV OF FRAW L BENNARDO, PH: 954 354-0660 PAX: 954 354-0443 N v O 1 9P.E ANDSHAI&NOF BE RiPRODYCED IN VMOLE OR PART ? •� 4M0UNiRWfflPC0NSlKT OF"ANK LEENNARDO,P.E° I""` • ATI S, DmQNsHl6FQI�GoROTHtR A E 7 - 10 WWW ENGEXP.COM � O •p "o T T1118 W�I��,+tENT NOT P RWITTED AND CERT OF AUTH#9885 y � m F-+ � TM' INVALIDATE OUR CERTIFICATION. Florida•Building Code Online RR i f©nda LF-�}� "' r}f` BCIS Home Log In , User Registration Hot Topics: Submit Surcharge Stats&Pacts i Publications FBC Staff i BCIS Site Map a Links ` Search Busines PI oess� a� Product Approval Riequiat(on 0 USER: Public User �i1ii A M IiYiliil Product Approval Menu>Product or Aoolication Search>Application List>Application Detail rl FL x FL15558 ... «,. Application Type New T Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer JELD-WEN Address/Phone/Emal 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 Saffell Address/PhoneJEmail 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 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, 0000 I� • • 0000 0000•• •• • 0000 • 9••9•• •• • 0000•• • Referenced Standard and Year(of Standard) Standard *00000 Year 9 • • 0000•• TAS 201 0000 19940 • • • TAS 202 00.00• 1994•••••• *%se • • TAS 203 099.90 1994 •9.9 00000 • • 9 0 09 90 0000 000••9 • Equivalence of Product Standards • 0000•• • • • • 9 Certified By • • • • 000,1111i • • • •099.0 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdl0UtQtY1yIOg7j%2ftI3jOkuyJizYgeFdpXfbuEA%3d%3d[5/7/2010:1-04 AMj Florida•Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Swtmas3rot Pitiod m FL# Modof,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door wl or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HYHZ:Yes i FL15558 RO C CAC NI011082.pdf Approved for use outside HVHZ:Yes 4Quality Assurance Contract Expiration Date Impact Resistant:Yes 108/31/2015 Design Pressure: N/A {Installation Instructions Other:Refer to installation instructions S-2104 for sizes, j FL15558 RO II S-2104 SS.odf configurations,design pressure ratings, and installation details. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 i Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by independent Third Party: Yes Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessi bility 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 DBPR's ADA web accessibility,please contact our Web Master at w bma<erCadbar state,fl us Product Approval Accepts: C securitvurTkt(ti • • •••• •••••• •••••• •• • •••••• • •••• • ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• http7//www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtdgvKmQdIOUtQlYlyIOg7j%2ftl3jOkuyJizYgeFdpXfbuEA%3d Yo3d[5/7/201Y�0;1�`.04 AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NIOI I082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamath Falls,OR 97601. Expiration Date: 08/31/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w!or w/o Sideliles(wood frame) Specifications Tested To: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wi"v.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Deport Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 312"x 6'10" +66/-70 10.0 psf Yes CTIA-696w Single Max Panel Size: 3'0"x 6'8" Installation Details: S-2104 1-8 Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(I/8"Tempered Glass) _ instatlation Details: S-2104(1-8) OXO O/S Door-Opaque 5110"x 6'10" +bbl-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidclites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DM 6"x 5'3"(1/8"Tempered Glass) Installation Details: 5-2104 1-8 XX O/S Doors-Opaque 6'3"x 610" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" installation Details: S-2104(1-8) 0Of;&: 0 0 0O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Door-Yes CTLA-696W ••Doable A%delitts :• •• Sidelites-Glazed Sidelites-No Max Panel Size: 3,0",6'8" •`• ••� •• • • • •• - Sidelite DLO.6"x5'3"(1/8"Tempered Glass) Installation Details: S-2104(1-8)_. • • National Acm dilation&Management Institute,Inc./4794 George Washington Memorial Higliway/Hayes,VA 0 1 ..; ;' '.' ;• ,•• ••• Tel: (804)684-5124/Fax: (804)684-5122 ••• ••• NAMI AUTHORIZED SIGNATURE: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , y`y' _.. 74.5"MAX.OA. FRAME*101H 70.25"MAX. OA FRAME WIDTH JEL1/ `/EN® Steel .875"iYP. —-= —— .t15" .75"—-- .75"MULL. 15.5•MAX. OA, 36.625•MAX. OA. �_ -� T1'P, �i tW �. SIDE"I-iiE FRAME WIDTH PAA,IEL W�TP 36"MAX O.A. .875' ! 36'MAX OA. 14'MAX.OA. ENERGYSA VERCONTOU964"WOOD EDGE OPAOUE STEEL OUTSW7NG W/ASTRAL PAWL WtOTH TYR PANEL.WIDTH PANEL WIDTH IMPACT DOOR W75 WHIN 6 WITHOUTSNDEUTES GENERAL NOTES ® ® ® ® ® ® u m O h INACTWE ACTIVE tea I. TNS PHi0IX1Cr IS DESIGNED TO COMPLY WTN THE CURRENT FLORIDA BURLN4G . CA. C.LO. R "r N CODE AND HIGH VELOCITY HURRICANE ZONE"HVHZ'REOUIREMENTS. 80' 90° 'G WIDTH W tL m 2.W000 BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER MAX. MAX. LOADS TO THE STRUCTURE. AOA OA PANEL 6J.115' J 3,PROOOCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION PANEL HEIGHT Q, LU M Y 4 DRAWINGS.ANCHOR EMBEEWENT TO 645E MATERIAL SHALL BE BEYOND WALL OW53MG OR SiJCCO. 81.25" 6 8125' 9 DLO. t.SEF TABLE ON TNS SHEET FOR DESIGN PRESSURE RATINGS. MAX. MAX _.y:F_1 HEIGHT 5. THIS PRODUCT MEE TSTHE WATER REQUIREMENTS FOR "I"Z'ZONES. SEE ! OA. • OA v 0-(DJ THE DESIGN PRESSURE CHART BELOW, FRAME FRAME 6. DOORS ARE IMPACT WED AND DO NOT REQUIRE WMi-RADE HETGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAM1-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUfRtIC FOR SIDEUTF.S 8.SIDELTES ARE AN OPTION AND CAN BE USED A A SINGLE OR DIXJBEE I *t"•`'p°S�' CONFlGUR11tON. o"ti avt StNCtf otlrS{Nt4G IMPACT v �z A A UNtr(OXO) y/NON-tMPACT �a cno O.TS" 0.625' 0.625' SIDELHTES VtENED FROM EX(ERfOR vo�' ti Q PESIOENTIAL hSULATEC STE&DOOR(Co.—b a0.Exna x1d;'oos) 7TSMNG ICOMPONENT CONSTRUCTIONS: 37.15°MAX.OA -- 101'MAX-OA.FRAME MOTH875° .125' . 15.5'MAX.OA.Face sheets:24 ge, (0.020"minimum thickness.Gaivenaed Steel A-525 ERNX£MOTHTyp p 5 as w BAR TVP. SIDEITTE FRAME WIDTH o commercial guakTy -AKGQ per ASTM 620 with overage minimum yield 36,625°DUX.OA w to strength Fy(ave.)=24,600 psi. .875"TVP. Jb"MAX.OA. PANEL WOTA 36'MAX.OA I<'MAX.DA � 3to PANEL WIDTH PARE WOTH PANEL WIDTH Cae design.Expanded pWystfrene with 1.0 to 1.25 fbs./cf density.by */AS TRAGAL dELO-WEN.HNC. Door Panel Canshuction:The active and inactive pmels are constructed from p _ bent over min.)galvanized steel. The tett sheet tops enol bottoms are ® ® ® ® ® ® a' 3 bent 40•over the top anP bottom rads. The top LVL mil measures I.67' 6°MAX a a wide x 1.041'high. The Med bottom rod is roll formed 0,021'galvanized INACTIVE ACTIVE OA.DLO. steel measuring 1.67"wide z i.21'high, The sides of the face sheet are 80" 80` li WIDTH roll formed onto the LVt mfch stile and Ponderosa Pine hinge stile which ! MAX. MAX- measure 1,67"x 1.0 The interior cavity is Pled with polystyrene. IN OA, OA. L face sheets are glued to the polystyrene. PANEL PANEL 63.125' Fixed Ute Const.:The sash!s constructed from 24GA.(0.020"min.)golvonized HEIGHT HEIGHT MAX. N$w steel. The edges of the face sheet ore hent 90'over the polystyrene cot 6 OA T and glued to it. The sidellte pones ore routed to receive the ODL Lip Ute 8125" 81.25' � D.LO. � Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. MAX, HEIGHT W W= ddads.) The file formes ore sealed w/CSO glazing compound an the O.A. • O.A. • x exterior. FRAME FRAME Frame Construction The frames are constructed from Ponderosc Pme iambs HEIGHT HEIGHT o 00 measuring 1.25"wide x 45625'desp, The door and sidefite head jambs ore mortised and butt joired to the side jambs and attached with(3) 1600. 6 2're7#6'4br•w•"st3pes, The urnts•se•stain✓bump face Pemko � fh4shdd meosur t9 bis attached to 1 Je with • O nO nO n SCa e3. DIXIBLE OUiSWING IMPACT -r m•r�•+ •• ••• • A • isl it tt rtUNIT(�VI,QEW)�ED NON-MPAC •TABLEOCONANTS• •• 0.615• 5QEM- „OFx FROM EXTERIOR W o v m< SH/ _........._.. DESCRIPTION SNa fQUTSMNG IMPACT UNIT(X) I GENERAL NOTES MID TIPIAL ELEVATIONS TABLE t: VETTED FR041 IXTERtOR NA,: 2 VERTICAL CROSS`5FCrLONS AND BILL OF!l1ATERALS -` �: y '•�o % sGLE: N.T.S. DESIGN PRESSURE RATING-METE NATE? :i?� 7 Prepared By: 3 ONTAL L1t(I!5 SECEOR9• -- _...._._ ,* $ * _ DWG.BY, JWJ 4 ONTAL EC AND NQ - t - s svO£OwN Meer(x OC m.Ozo) _ "O SThr L rr = cNx,W S. SAFFELL -�-�—• • +66 psf-70 as 2'fi - Ul ”-MPACT Mies a.___• li.hy signed by Hermes=Norero,P.E. ��`� oa w Nc wo.; •d• GIWZHNG DETAILS* • •• • 1 BUILDING OROP5,LNC. 5-2TO4 +57 f-57 sf easor:I am approv ng this document f �'s'"VP`xr 8......_.UMT COMPONENTS N/`NO FNJR-NIPACT S00M p »� s""E " " Phone: 407-644-6957 .,�.... ate:2012,05.0117:51:35 04'00' �c I"Au nD�xssre Fax: 407-644-2366 sh+et+ i or 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.75"MIN, CONCRETE/ 0.75`WN, CONCRETE/ _f t ----- UESCR1PnON EDGE OiSi. MASONRY51 51 OOR EDGE DIST MASONRY 1 DSTEEL FACE SHEET 24GA. 0,20-UtN. STEEL 1.50' BY OTHERS 1.50" BY OTHER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE wow MfN. M!N ftt"/ 3 FRAME HINGE JAi10 FlNGER_JOI_NTED POh10Q205A PINE W000 Odb1X, EM$' 19 EMB. .' 1 19 4 FRW LATCH JAMB FINGER JOINTED PONDEROSA PINE._--__—_ �._ W� 5 4'r 4'BUTT HINGE 12 a. BY H4C,'E'R C SHIM 20 •- , 2O 6 9 X t"PRi W000 SCREW H!NCE TO DOUR o, 7 DOOR LATCH STILE LVL p"tq oc .- �2� 44L-A-j OUTSWBNG PEMKO BUMP FACE THRESHOA ALUMINUM Ci F ui __.,-...- ------ R .. / 9 8RA0 TRIM NAIL i6G4. X I"(FCR MULLION CAo STEEL Z MA 1 // 10 I COMPRESSION WEATHERSTRIP FOAM Z ul Q oNp O t SHi 32 It DOOR TOP RAIL LVL 3' =a0 SEE DETAIL 7 - - SEE DETAIL 7 12 DOOR BOTTOM RAIL -- ". STEEL ¢ �- ON SHEET 5 (1 ON SHEET 5 13 DOOR HINGE STILE RNGER JOINTED PONDEROSA PINE WOOD 0 �+ !tel NOTE 6 ON 31 14 10 x I J 4"PFH WOOD SCREW __- STEEL W r". 2 17 SEE NOTE 3 15 LOCK BLOCK FlNCEIt JIXNTIIJ PONDEROS4 PLN£ WOOD Y 4 SHT. 4 29 10 SHT. 4 ib 3 i6 THOU TAPCON ANCHOR W 1 1 4"MIN. ENDED i it EXPANDED POLYSTYRENE. 1.0 to 1.25 fU. ct DENSITY BY JELD--WEN FTYM L750"MW 1.750"WIN. r 18 NOT USED PANEL TRK PANEL MK. 36 19 2x WOOD SUB RLICK Wppp- i 17 20 SFNM 0.25"MAX. iHK,HIGH OENStTY PLASTIC OR GREATER i - SEE NOTE 2 ONS` 21 KWIKS£T 400 SERIES KNOB S�_ 23 22 KAWSET THAN 700 SERIES OEADBOLT NOT SHOWN SHF, 4 38 2J 8 x t 1 2 PtASCREW ODL LITE FRAME STEEL T-"w 45 24 8 x 2"PFH WOOD SCREW _ STEEL_ I OU o x 4 25 1;2 1 2 PFH WOSCREW 0.125"MIK 26 110.- f Pfk WOOD SCREW IMPERIAL ASTRAG4 TO DOOR) STEEL GLASS THK. 21 10 x 2 PFH WOOD SCREW STEEL a! v 28 MUWON CAP WOOD IN: RI EXTERtINTER XRT RI R 29 SILICONE CA(NX CR LAWRENCE 33 C SILICONE 81.25" 80.D" 81.25" 80.0" 30 GLAZING COMPOUND OSD BY 00! SHJCOE 0 5 m MAX. MAX. . SEE GLAZING • 3t BRAD TRIM NA2 f6C,4.x J 4 FOR 3 8 QUARTER.ROUND. STEEL OA O.A. 32 JIB-QUARTER ROUND SIOR.ITE STOP _ WOOD O.A. O.A. oErntLs, SHEET FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAL MDF HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHIAGE KNOB SET IF5t STEEL gr 35 SC7NAGE oEADBOLT 8360 NOT SHOWN STEEL o 36 SIOEU E STEEL FACE SHEET 24GA. OA20'MIN. STEEL STEEL a a 37 SEE NOTE 2 ON '18'iENPERED CLASS BY PPC GLASS x air. 2 -- 7 38 Oft LITE FRAME SG SPARTECH POLYCOM PP55JO C13 POLYPRW S SHF, 4 39 PRESSURE TREATED MULLION BAR 3 4 x 4 9,/16 x 8O i 4" P.T WOW 10 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 38 41 ASTR4G4L STRIKE PLATE BY IMPERW STEEL o 42 YALE KNOB HERITAGE SERIES STEEL r i - 36 43 YALE DEAOBOLT HERITAGE SERIES NOT SHOWN STEEL 7 7SEE NOTE 6 ON / i 7 44 SIDEUTE FRAME HEAD, SILL AND .IAMBS(FINGER JONTETO PONDEROSA PINE) WOOD 10 SHE 4 29 45 UTE FRAME BY TRINITY FOR 112'LG.—U. POLYPROP, 32 46 112'INSULATED TEMPERED GLASS BY iR!MIY AMPAC GLASS Q._ EE NOTE 8 ON i6 47 UTE FRAME By TRINITY FOR I" POLYPROP. EE NOTE 9 ON 16 3 SHT. 4 SEE 46 1"INSULATED TEMPERED GLASS BY TRtNitt AMPACCAASS •• •H, 4• • • '. •. • • NOTE 3 49 LITE FRAME SCREW 6 r t 1 2'LONG PANHEAp BY iRiNf STEEL �$ 8 • • • • 12 SEE GE7klL 7 ON$HT 4 50 GLAZING COMPOUND DOW 1199 SILICONE w w ON SHEET 5 • 8•• •• • • • �, 3 J 51 }0 WtXXi INSTALLATION SCREW w 1.50 MIN.EMBEDMEM STEEL 44 �\ 52 DOOR UTCH STRIK£PLATE STEEL •f-•.•• • •---625, ��� �Yt Y�� —'�.' 53 DOOR LATCH DEAD 80ti STRIKE PLATE c�T t4i STEEP. s xxi w < 1.2 �`2v p.` aE: 9-it-Ol _ M! f ;' () v N.T.S. •M2 �•• • • • EM CONCRETE{ red y: • • • '�� MtN�� • •��FETEf 1.75 2.50"MIN MASONRY *X * = owc.e: JWJ • • • • SCE OTST.• • iM4 1NRY Y MIN. EDGE DIST. BY OTHEKS $Td �x ® OMx.a+"5- SAFFELL im13 • • • • • • •• •BY&OTHERS ••• • A VE ftgi— CF�7SS SE VE••• �VERTICAL CROSS SECTON �%O� O� �'� ta.m w ♦ �� BUILDING DROPS,INC.. $-2104 WITH-HIGH AM THR 3.OLD AT SICELiTE $Asti �L- s� � Nfoae:407-644-6957 __..__....._... rac a q•u ab�nve Fax:407-644-2366 sN[r, 2 OF 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE 425 19 /2� 4 52 77 15 SEE E 7 ON SHT 4 l� 21 42 34 f3 6 6 n 20 19 2. ONS H O 4 XTERIOR €XTEB�R LD � 1,750"WIN. PANEL THK. ` Q 2 pzt ////////�// • O Q CONCRETE/ ^a M Y 4 // • o MASONRY BYO RS 1 1NtER7GR INFERI ! • v" cn z cod \ 51 10 10 51 10.75"M 1 17 17 / • 0.75'MIN. 'EDGE OftT. °a SEE DETAIL 5 SEE DETAL 5EDGE DIST. WOQ o ON SHEET 5 ON SHEEP 5 a U? Lwiz �� 0.250'AUL LATCH HORIZONTAL CROSS SECTION HORfZONTA CROSS SECTION e w SHIMTGti.lAMF3 TO t3UCK HINGE JAMB TO BUCK 0.250"MAX. • f.50"MtN. SHIM CONCRETE EMBED. 1.50'MIM. • w x MASONRY EMBED. a BY OTHERS S SEE NOTE i 26 ON SHT. 4 k4" A,111�AGIL BOLTS (2) TOTAL; 0 EACH) 1 15 t 40'52 7 15 2 t 42 34 LC. AT TOP& BOTTOM!NAACTIVE NSEE NOTE 26I SHT 4DETAIL t • • • • • • • AaTR6QNL_TQ_5nLE ATTACHMENT o 0 0 0 •• •• •1��. ••• •• / NOTE:lTEM 24 NOT SHOWN THIS ••• ••• • •• • • ••• \ f1 / 1R NEW FOR,`(AR`�S�F SEE DETAIL / ;"' p av¢: 9-11-01 SEE NOTE 4 24 7 ON THIS / 10 17 A" O Pared SHEET 8y: s� N.T.S. • ••• • ••• ON SHt 4 • '' 7 owc.ar: JWJ s • • • • • • • • s ? k • • • • • • • • • = v . $T�ok Orcr CHK.Br S SAFFELL •• • • • • • • •• • • P ' t�` • •• • • •• • • • HORlZON1AL CROSS SECTION O R ^ : ••• • • • •• • �1 AT !MPE"A, ASTRAGAL BUILOMG OR6PS,MIC. 5-2104 Fax:Phone:401-644-2366 sHeer J or 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • t3SEE NOTE 4 24 144 28 9 4 52 7 (t 15 21 42 34 13 (�(S 6 0 28 9 14 14NOTE ON SHT. 4 ONFSH7 4 7 Y\\ Y i 32 EX ERS 4' 45 38 SEE NOTE 3 1 750'MIN O ON SHT. 4'J 1 i IXTERIOR PANEL THK. 36 17 U @ a R j 3 ZQC Lu INIERfO SEE GLAZING DETAILS, 36 G � SEE NOTE 2 23 SHEET 7 10 SEE NOTE 5 ON SHT. 4 j SEE NOTE 6 29, ��� �� 25 SEE NOTE 5 1 i7 ! ON SHT. 4 2� � ��� 29 SEE NOTE 6 �� z ON SHT. 4 ON SHT. 4 ON F 4 SHo SEE DETAIL 5 SEE DETAIL 5 0.750' ON SHEET 5 ON SHEET 5 0.750" SEE GLAZING 39 NF1 HORIZONTAL CROSS SECTION 39 DETAILS, SHEET 7 ^� wQz HORIZONTAL CROSS SECTION o v A7 SIDELITE TO LATCH JAMB A7 SII—E TE TO HINGE JAMB Q jz 0 o i Z E3 2 6 NGTES: _ I. SPACING FOR ITEM 126 THE 110 x I'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS CONCRETE/ 51 19 20 4 31 ES o L3 3 BY OTHERS 0 AS FOLLOWS: FROM THE TOP DOWN& THE BOTTOM UP 1.0,2.5, 4.0, 5.5", 130', 18.0`& 260" a 2, SPACING FOR ITEM 123 THE 18 x 1 112•PIASCREW'15 AS FOLLOWS: _SEE GLAZING i0P&BOTTQM HORlZOHT I Y SID I PAN 3.0'IN FROM EACH CORNER. 32 36 38 45 4 DETAILS SHEET 7 ON THE SIDES VERACA[Y FOR THE SIDELITE PANELS 3.0', 13.07,26.0", 39.0", 52.0"& 63.0". J. SPACING FOR ITEM 131 THE 16GA x 314"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA. X I"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MUL LION BAR VERTICALLY, IS AS o 8 w FOLLOWS: TQC BOTTOM HORIZONTALLY THE 3/8"QUARTER ROUNDE"XTER!OR, 1.75'IN FROM EACH CORNER WITH (1) NAIL u10-SPAN. ON THE SIDES VERTCAIIY(FOR BOTH 3/8"QUARTER ROUND&M ON AP) 1.25'FROM EACH END &SIX MORE EQUALLY SPACED ON TI-E FIELD. ° + 4. WHEN ATTACHING THE STRIKE PLATE TO THF JAMB AND BUCK USE ITEM 125,A 18 x 2 112'PFH WOOD SCREW. \ 0.125'MIN. INTERIOR �o a WHEN ATTACHING THE STRIKE PLATE TO THE.'AMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124,A 18 x 2' ' GLASS THK. r, PRH WOOD 1 SCREW. \� a 5 SPACING FOR ITEM 25 THE 18 x 2 112'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, `e ° a c`s IS f Pt LM!6.0•�'''�y'^� 1h*VER=ICAS C f#WITH (4)MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23 6. THES SIDELITE PANEL IS•S;CU V110 TO•THE•SIO ITE JAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES AND N o 0 0 0 HORIZON AL. CROSS SECTION J/8"•?t1ARTER WOUNDS SEC(IRED•W1TR�fN11 13106RAD TRIM NAILS z 3/4'LONG. \� G o^ S= � iWlg,• &.4. ,11 R„ �N V 1 1 0-75'MIN. ��� SEE NOTE 6 ,�'��I {� �F_ TO BUCK o_ n 7. WH ;TA^ TH� E lb.AE 8 G• CI(USE ITEM 27,A 10 x 2'PFH SCREW. WHEN ATTACHING EQGE DtSi 29 ON SH T 4 ����x�51 THE HINGE TO THE JAMB AND SIDELITE JAUB AT THE MULLION USE ITEM 114,A 110 x 1 314"PEN WOOD SCREW. F. 8 SPACING FOR ITEM 149 THE 16 x 1 T/2'PANHEAD SCREW(TRINITY UTEFRAMQ IS AS FOLLOWS: SEE DETAIL 5 Q'+ �a� 9-I1-01 L/a_UMFRAMMF FRN_._TN€-P DOWN YERlll A Y. 3.25', 18.0625", 32.8125', 47.5625`& 62.625'. ° ° ON SHEET 5 _�r:' O S scue, N.T.S. &' Prepared By" T • 6NE(1}SCREW AT 4.4375". ° L - /N i, * owc a: JWJ 9. RNAT C ONRY NSTALLAI! CH S tf`EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0,250' MAX. M 9 $T TE QF E = CNK,a S. SAFFELL WW UPON API O THE•GRCHIWCT 0Q NGi IEE;OF RECORD FOR THE PROJECT OF INSTALLATION. 1.50'MIN. p0 '.q P; �` Ilk �- I0. USPITEu ?t WHE1H•tM(5WUNOMRTO WOOD SMST*TE41T HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO EMBED, r.•'i , '��� eu1L01NC OROP,,Ti+'C. 5-2104 *lLJ?UON5 USE ITEM•116 WHEN INSTALUld*INTO ACRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. �Ki •� Phone:407-644-6ee7 msE w aA}»ere Fax:40'7-64i-2366 sir 4 or 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74.50"MAX. O.A. rRAME WIDTH —70.25"MAX. O.A. FRAME WIDTH--- SEE DETAIL 2 ON THIS SHT. SEE DETAIL 40 ON THIS SMT. 4.SC"tYP. 9.00'TTP. 6.00 IQ 00`IYP. 3006.00 6.58" "IYP. ti 6.00'TYP 12.5C' 3.00 OG�TYP. Z 0 vi M 1 -- � I ---3.00"ttP.� � � SEE DETAIL 4 0 IX 6 TYP. I I 1 I I ! 7.375" ON THIS SHL W LU 6 TYP 7.375" — - $< W n Q S 5 7 51 I IYP. I -11�"> Y CL JSEE NOTE 5 31" 5 ON SHEET 4 5 SPACES SPACES ® 13.85" yi ® 13.85" 8SEE DETAIL 6 i SEE DETAIL 5 ��ON THIS SHT ON THIS SMF. — �" MAX. OA 25FRAME �'�' z FRAME L 1 HT f 5-SO` HEIGHT _ 5.50 I N rn a M ?� L — — — — 31' p m 36.625" tWa$ N 36.625' 16 6 TYR CII BL YP. 21 ? o LIJ ( 3.00"TY. 2.125 Zr 3.00" 7.00 P, 6.00 7.00"IYP. TW TTP. cm - /`�:,/ .15"MIN. o_ C-SINK. R W N SEE DETAIL 3 f ON THIS SHT. W WUBLE DOOR WITHOUT SIDEUTES ANCHOR LOCATIONS SINGLE DOOR WITH SIOELIT S ANCHOR LOCAi10NS VIEWED FROM (NTFRIOR VIEWED FROM [NTERfOR f o0 16 51 25 t i 25 i 6 ���■ 53 53 SEE NOTE 10 ` $� •• ••• • • • • •s 4 2 SEE NOTE ON SHEET 4 • • • • ! • • • 7 SHEET 4 � • •�• • • �- •• • "� � ! `l / `1 f�ETAIL 7 lllli� � • • P • •V• • / f f ���� F F,OUNTERSINK FDR INSTALLATION ANCHORS " •• ••• • • 6 l 5.50" I 5.50" I I , w � _ �N , 'P ate_ s-T 1-01 6 24 24 25 � t ��' {al a 1 SEE NOTE r:, '� Repored By: �uE N.T.S. •i• i •ss � • • •• A f 7 d SHEET 4 -*� * _ owc.aY' JWd \�'`--if• • • T 4► a v v cNK er:S- SAFFELL • • • • • • • • • 52 52 O '• r P•''�u� •• • • • • • • • • • i p,E,,a.7yr BUILDING DROPS,INC. ORNMiNC-2 �ETAiL 2 _. Q HEAD aIAMB•• L9� Hq� • • • V TAIL 4 AI TAI : S 2104 ASTRAGAL STPNEWSUE • AS GALS KE PLAE HINGES TO JALtB&DDDR STRIKE PLATES TO ASTRAGAL STRIKE PLATESO &O JAMB ` s � � Phme 107-614-6957 �.— I -g-w aD v I. La.: 407-644-2366 sIm 5 or 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --- 07.00'MAX. OA. FRAME WICTH --- � y .. .. J7.75"MAX. O.A. `�._... -__.. ____• • __.._�_......_-�--- FI � FRAME WIDTH •-+ SEE DETAIL 2 J F- ON SHEET 5 Ix 2 a.NOJ 4.50"TYP. — f 6.41'TYP. SEE DETAIL 4 LU 4, 3.00' 00"iYP. 3 a t'ttP. SHEET 5 S Q DO"TYP. 6.00'TYR 6.00 a^� �YP" _ 00" 3.00° 1P. "P' SEL DETAIL 4 'Wa r 4 6 TYP. i t I I i^ III i l ! 1 I I I 1 1 7.375' 6 1YP. 6 IYR _ T 7.3 75' ON SHEET 5 T t L- 51 SPACES SEE NOTE 5 •�'`— 3t"SHEET ON SPACES SPACES C Jt` 20 ® 13.85" r 25 a 13.85SEE G) P 8f.25" ON SHEETL55 — 1.25" SEE DETAIL 61 a � MAX, Mq(- ON SHEET 5 3 OA 1 OA. — — -2I zo FRAME 5.50" 25 — ME HEIGHT — I 1 EICHT 5.50" = 31" — — II � 31' ax � 16 Q 36.625" 36.625' — ff 1 5 C t 1 3.00"TYP—j 3.00' GO'TYP. 7.00'TYP. Zr TYR TYP. 3.00'TYP---i r I.QQ'TYP. W 22 SEE DETAIL 3 51NOLE Q00R WITHOUT SIDELITES ANCHOR LOCATIONS •• ••• • • • • . •• ON SHEET 5 VIEWED FROM INTERIOR • • • • (7�uR•Wiia Si)ELITES ANCHOR LOCATIONS o •• •• ••• • • • 4EWED.MOM INTERIOR • • • • • • • • • 5`�ttil�illf Jt44j' _9..o m •• ••• •• • • • •• S F.INVO UME9-If-Of o = scu.e NTS,Prepored By: • • • • • • • • • Y p iST�iT�QF tQ aa.ar:S. SAFFELL • ••00 40 1 • • •• • • • `t ° �� 6VILDV DkOPS,INC. Phone:4G7-644-&457 -- ............._.._._..._____..— M^Eq KAEnse '.� Fax:407-644-2366 9+EII 6 or , or • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 17 `5p 30 3 G ;e EXTERIOR 50 0.125'M!N. U m M zccv� TEMP GLASS z a Q N ICKNESS w Y x Axa 0.50" INTERIOR GLASS BITE 7 7 29 5 46 SEE NOTE 2 50 38 23 ON SILT. 4 z EXTERIOR 0.500'MIN. GLAZING DETAIL 1 GLASS IHK. 0.125" TEMP. 0.250"AIR OOL LITE FRAME SINGLE PANE GLASS (— SPACE a 1/8"TEMPERED GLASS SPARTECH j v POLYCOM PP5550 C13 a� 25"x 0. TEMP. o IN OR 0.50 INTERCEPT GLASS tae t" GLASS STEEL SPACER BITE 50 5 45 49 SEE NOTE 8 ° a 17 29 29 48 ON SHT. 4 3 I EXTERIOR 0.125"TEMP, IN TAI 8 w CLASS T LITE FRAME N r 112"INSULA PEREO GLASS W W 1UPOY 7 G SMI J50"AIR SPACE 45 0 wo 75"x .50"INFERC T 0.125" TEMR 4TH S e ALL GLAZING CONITGUQATIONS INTERIOR •• ••• • • ST�p SPACER GLASS SRALL COMP(Y WITH SAFETY • • • • • • GLAZING REQUIREMENTS OUTLINED o a o 0 G S• •• i • i i i dPi[ • IN P8C SECTION 2408. • !EE!COTE•8• • • `��<<u r u ^o o^o •• QN SHt 4 • • •• ��` FS F. woum< 9-11-01 GLAZING • O Prepared By: E' N.T.S. • ••• • •i$Ir♦(!]Y UTE F'�1ME C*y'14 7�_ a * �� � Duro.ar: 'KI • • • :INSHlATEO TEMMER(3t G!_S•6 • • • LUF'pY EU-'5j0: P: ,dT/(T S. SAFT'ELL ••• • ••• • 4 •• • '{ � *syi .` Phpne.'4PUR U7-6 -6957 INC 5=1104 coax w aS`nve To.:407-644-2366 s-,m 7 Dr 8 or o:o • •• •• • • • •• •• ••• • • • ••• • • 1.670' 1,670" -) - 1.670' 4.5625" -....._--..... -- 2.7 S8" L2l0" A W- .000000" 1.000 - -- c 2" ' �//l ' 0.750` ci DQQR HINGE ST)t_F -T- rn FINGER JOINTEO PONDEROSA (7�DOOR LATCH STILE ODOOR TOP RAR t C] Cal u5 �. 24CA {0.021) STEEL 1 L J w000 JAMB z rr -i,;; PINE WOW L�- LVL FINGER JOINTED O -+ 4 44 PONOEROSA PINE W W ti {{ `� �{ 2, 0.51J' I 10.125' W >� xa 1.545'-{ ' 0.529' 0.380' 1.544" 544" 1,586' 0.8Jt' i 0.5m, - II- 0 140' L_ 1.750- 1.750° -� 1.752' z 2.521' - { 2.519" L w 2.621' 71 CORNER BLOCK fOR COMPRESSION WEATHERSRTIP o � 33 STEEL 60TTOM RNL 10 SCHLEGEL 0-LON ODS 650 1112"I.G. iRiNLTY UTE FRAME // V"l.0 RINIlY LITE fRAI/E /o�f$"S G. ODL UTE fRQMQM W a< _ 1,'1 POLYPROP.__ POLYPROP. _ POLYPROP. �_ a MDF x 3.0"LONG - rn? TRLN(TY PIASTfC LtTE KIT MAf<RtAI TRINITY PLASTIC LITE KIT MATERIAL 001, PLASTIC LITE KIT MATERIAL -1.500"-{ APPROVED UNDER NCvt/07-0828.01 APPROVED UNDER NOA X07-08280}( APPROVED UNDER NQA X10-1209.01 oaz a 1.250" -� 1.109` 0.868" 0 482' A� t.381 L®ITE-0S�.T3O7F5" 0585 0.624' ® 0.375- L-10Q J 3/8" TER ROUND PE 750` T ' 2500" 2040" ASTRAGAL HAS Two 0.J125 ( 2.137'1.0!2 II Ov`a oW 0. DA.x 9'LONG DOLTS: 1.375"TOP, ( 0N BOTTOML�OL -I IL ti?i zi 1.02Oaoa¢ 0.097" -F- 1 4.000" -------_. ��' ASTRACA( (( PE ) ASTRAGAL STRIKE PLATE 52 DOOR LATCH STRf��JpT� DOOR LATCH DEAD MULLION CAP HAG 40 6063-T6 ALUMINUM 4t STEEL 53 DOLT STRIKE PLATE 28 5 ER STEEL BUTT HINGE o-8 MPERIAL 0.125"STEEL STEEL FINE(81.25'LONG) @4"x C x 0.097"THK. STEEL 11,875" 1110" 4� � L o.5sz' 1.ao0` ��e o DIA. VARIES WITH HaRowaRE usEo 4.041' --I .. . . . . . . .. .. • • • • • • ••• • j/f Q�j MIN 7AN ARBLIMP fA�E"MRESHtjf�J • • • • • • • • • / 8 `+++++ OfX}xALUMINUM -6Y PEMKO •• ♦• •• • • •• 4.000" //�j �S F. ,,WOOD INSERT 1 ` J W O!U m< .• ,p� = u"�: 9-11-01 :ZN 74i r Prepared 6y: scNEN.T.S. 1.1 -_........-•._.-_•__.�..-_. • • • • / // "o T/{T�£QF : cNK.er:S. SAEFELL •• • • • • • • •• • • p "'P W • •• • • •• • *000 LOCK OL_..K 'OT• """�"' -21 f>r nr � 4.G"tl"TJ»��,� BUILDING DROPS.INCtNC. 5-2104 ••• • • • FlNGE�JOINTED PONDEROSA PINE r�i s"E Phase:407-644-6957 €cti q'w sb�pve Fa.: 407-644-2360 sNM 8 ae 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 127 W. Fairbanks BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Entergy Saver/Contour Wood Edge Opaque Steel Outs wing Door wl or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X81.25"(Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. •�'0 • g-S �}• �r • Klamath Falls OR. 97601 �`~' ' " fesll . •• -'P�. e O ' Prepared by: 7 .woo*: Hermes F. Norero, P.E. -0 7 T Florida Professional Engineer 73778 P;i• Date:0-5/01/2012 ' "• O�+,r �� `°""" Contents: �..• . ......••. 6 Evaluation Report Pages 1—4 N ♦`� """ Installation Details Pages 5 • �rh�ltj� �w • • Digitally signed by Hermes F Norero,P.E. "errries F. Nc%ero P. E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' I� BUILDING DROPS FL#: Date: 05/01/2012 16 A Perfect Solution in Every Drop Report No: 2035 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-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. Hermes F. Norero, 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 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 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 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Buildjng Code. • . . ...+ ...... 5. Site conditions that deviate from the details of drawing S-2104 requirg fertrer engipi;"ng • analysis by a licensed engineer or registered architect. 60909• ••+ .. ...... 6. See Installation Instructions S-2104 for size and design pressure limiwaj. .....+ ..+. ...+. .. +. .+.. ...... . . Hermes F. Nmete,•P.E. i••+•:lorida o."3.778 �••"� Pipe 2pf 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035 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: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization# TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2, Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 0000 • •••. 0090•• •• • 0000 • 060.00 •• 6 0000•• • •••66• 0000 • • • • • • •••6•• 000*00 •• •• 609• •6••0• • 0000•• • • • 0000•• Hermes F. r:wesa,•P.E. :••004aloridN0"%778 ;0000; Piggy•3:)f 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(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(1X), 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(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure _ XX,OXXO X OXO XO OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. . • .••• 9999.• .• . 9999 • 9999•• •• • .999.9 • 9.999• . • • .9.999 • • 999.9. 9999 • .•..• 9999•• 9999 •9000 •• •• 9999 9999•• 9999•• • • • • � : • • 9999•• ii Hermes F. MeftlrG!P.E. 7 • • �•.•0.lorida ioii1778 .06090 Qapt 40.of 5 BUILDING DROPS Fi_#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites I If - T I I I I i r i — — F j ' SSSS • • Sees •Sees• • e • • ***:so •• a •s•e•e SSSS•• • • Sipes • • SSSS•0000 See•• .-.. — e}.�00• •000 ••0e• sel s• 0000 SSSS.• -- SSSS•• • • er es 0000•• garb.P.E. •e•FloridfNo.73778 ieee•i e• • • �.• • • • ?a�rof 5 • II