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WS-10-764
Inspection Number: INSP- 146843 Scheduled Inspection Date: June 28, 2010 Inspector: Bruhn, Norman Owner: BAILEY, MARY Job Address: 1100 NE 99 Street Miami Shores, FL Project <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments Passed Failed Correction Needed Re- Inspection Fee June 25, 2010 6/1 0.2s./c)- No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Number: WS -5 -10 -764 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050180150 Phone: (954)792 -4415 Page 15 of 27 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Permit Type (circle): Building Roofmg Name (Fee Simple Titleholder) PI A i Iv1) Le Phone # Owner's Address 110 1JE 57` /Yl1 S State Tenant/Lessee Name Phone # Job Address (where the work is being done) f 100 1J£ c) tt9 sr • Value of Work For this Permit $ zip 33 1 3S ;4 2010 Permit No. ).S 5^ i 0 G 4 Lys City Miami Shores Village County Miami -Dade Zip 3 3 1 3 e FOLIO / PARCEL # 3 Z OHO (15 0 I Is Building Historically Designated YES NO Contractor's Company Name 1 14011 �1_J 1 P ' } Phone # I 92-- / Contractor's Address L t O St,0 j® P 'J City RO L» \-t State Zip 33312 Qualifier Name A./A Phone # Ci r 1 2" (4 4 I S State Certificate or Registration No. C6 C- 06 I `U c l 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 l3 Pt 1—c) Phone # 9'5 3'1 ©c ' Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration DNew Repair/Replace ❑ Demolition Describe Work: �'�l S ( O • =A 0JL C) f ) 44 , , ? 3 -(-c) -1- rr.-e ►n•-e Submittal Fee $ Notary $ Training/Education Fee $ Permit Fee $ CCF $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Technology Fee $ Total Fee Now Due $ Zoning $ C /CC See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this I) day of , 20 (0, by O AL(A) Q9u, who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 07/10/07) State As identification and who did take an oath. Signaturel. The forego day of Zip Zip Contractor J instrument was acknowledged before me this d1 , 201 , by W D 1 .h) f u.Q.'l1 who is personally known to me or who has produced as identification and who did take an oath. APPLICATION APPROVED BY: i �� �� gn: TARY PUBLIC: Print: My Commission Exp Plans Examiner Engineer Zoning / ' • FHA DIAGRAM SHEET t ti,9 CUSTOMER NAME exA LEAD NUMBER 1 TYPE OF PROPERTY O53b 9 I i FI-00R140 1 MR.H1GHT MEASURE DATE '117-0/16 MEASURE TECH STher. frillemirve—tiernaoncrarrarlat imiummi mimimminiw _1- mourammummummig INWAIMIIIIMIIMIMMININERTME1511111MCIANI -7 6 6 1101•11111•1111MMINI=VOIMP 111111111111MMEMINIIIIENUMMENIMMERIMEMIllin _11111111110111=111111111 I I 11111111111111111WIMINIM IIIIMIIIMMIIIIMMINIKIELMISIEMIESEINI I 1111•11•1•11111111111111111111111111MIMIIEIMMIIMMIII IIIWIMMIIIIMIIMIEI-mu''m'EL....s..u.m..Nmiwm.ru.u.r MIMI MIIIIM1111111111“11=1111111E riummiummehmiumrammillramplummii....," il .........i.................................. 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MIME _ ::, ..,. MIMMIEMMMMM.P1■7,11IMMMOMMMIIIMMMIWWWWw MAKAMMIRMWMW MMILWAMMIPOMMMIMMIMMIMMMIMIIMM MIIIIMMAIMIMULT MEI NMI IIIIIMMIW:,' '. -- I I IMNI 11111111111611iiiiii _"..,-' .*'-'' /.,i':;:dlliMIIIII MIIIIIIIIMM111=1111111•111111=1 Ism '01PT :.,,%. I -.6.1 1 IIII• .".4 -. .:''IL' .:?n, . ' ,A111111111=111111M 11111111MMIIIIIIIIIIII ,..",misim.1./1111111.1111111.1111M1.1...1.111.11111M111M1 nal. morwAlmaimmommommommmmommosmissmmorr, 1111/?:.2'7"IrAe.Lw 41 mulmummumuriimmilim..1.111w mg ■A'AIMM•11111111111111M1ENIMIIIIMMII1111=1111111011111 11111111 11111111111 4,,V .* _;i MIBMIIIIIIMMIUMMIIIHNIIMIE11111111•111 . ' CAllialM11111111111111111 111111.111.1M1111 rIll HI I II 1111 II In -MIFAIIIMMIIIIIMMIMIIIREIMMIRINIIIIIroall1111.• I ; I I 1 all111111111111•1111MIEMINENIM - 1 i IN , • 1 1 . , • ' 1 ' i 1 ! = • I I • , • j • or. 7ir Tit 7 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $130.00 $3.00 $6.40 $145.80 Building Department Copy Address Contractor(s) FLORIDA HOME IMPROVEMENT Phone CeII Phone (954)792 -4415 Authorized Signature: Owner / Applicant / Contractor / Agent Expiration 10/31/2010 Parcel Number 1100 NE 99 Street Miami Shores, FL 1132050180150 Block: Lot: Phone azsmAINMEKVAMIt MARY BAILEY 1100 NE 99 ST MIAMI SHORES FL 33138 -2641 Type of Work: REPLACE 3 IMPACT DOORS No of Openings: 3 Additional Info: BUILDING Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5 -10 -37756 05/06/2010 Check #: 4306 $ 145.80 $ 0.00 Applicant CeII Valuation: Total Sq Feet: $ 7,820.00 0 1 Available Inspections: Inspection Type: 1 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 all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 07, 2010 Date May 07, 2010 1 CI3Irc . LANIa- BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village 21110 e yy , 16P Building Department y 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: _o._ Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.)JS I 0 s ( 9 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) E. (t- E. 2)i \r1 Phone # Owner's Address l 10 IS& 9 9 3r City t I4 U AI SkoWTP.SState Zip 3 ' 5 • Z Tenant/Lessee Name Phone # Job Address (where the work is being done) 00 1.-De: S i ST City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name — ft. 1-te Phone # q 511 c 7 L LS 1< Ly Contractor's Address 4 01 C) Su.) 60 "ere_ City -OULju.)0CD C> State Zip Qualifier Lo %r Architect/Engineer's Name (if applicable) . ' \" e .p3 4-0 Phone # L( 3 S4 (x 2 (4 $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addi teration ['New C Repair/Replace ❑ Demolition Describe Work: ZAutp O Sub Permit Fee $ 7J=C�' CCF $ Notary S\ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ \ 1 J . (Continued on opposite side) 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 Application is hereby made to obtain a permit to do the work installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all w'rk 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 sub ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect n which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection of a approved and a reinspection fee will be charged Signature 1 NOTARY PUBLIC: Sign: Owner or Agent Print: My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 • The foregoing instrument was acknowledged before me this �4 day of AQYt( ,20�l� r e44 G• who is personally known to me or who has produced who is personally known t. e or who has produced As id tification and who did take an oath. N�' 14 1,4 CO 4' 114144 'A M`i S° ,45 Dec a l'ce " t** * **** * **** ************* * * *** (Certificate of Competency Holder) ( 4 0 Le ac a Certificate of Competency No. Zip Contractor �p n The foregoing instrument was acknowledged before me this (9 day of ARY PUBLIC: Sign: Print: My Commission 20 I® by1,0tL (1. J, ion and who did take an oath. * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,742 Lot Size: 9,360 SQ FT Year Built: 1948 $50,000/ $133,790 REV PL MIAMI SHORES City: SEC 8 PB 43-69 LOT 6 Legal BLK 179 LOT SIZE Description: IRREGULAR OR 20669- 3206 09 2002 4 OR 20669 -3206 0902 01 Year: 2009 2008 1100 NE 99 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable LISA B BAILEY Value: Value: Regional: $50,000/ $133,790 $50,000/ $133,607 County: $50,000/ $133,790 $50,000/ $133,607 City: $50,000/ $133,790 • $50,000/ $133,607 School Board: $25,000/ $158,790 $25,000/ $158,607 Folio No.: 11- 3205 -018 -0150 Property: 1100 NE 99 ST Mailing JAMES H BAILEY &W MARY Address: & Qualification LISA B BAILEY Description: P 0 BOX 530891 MIAMI View Additional Sales SHORES FL $183,607 33153- Sale Date: 9/2002 Sale Amount: $0 Sale 0/R: 20669 -3206 Sales Sales which are Qualification disqualified as a result of Description: examination of the deed View Additional Sales Year: 2009 2008 Land Value: $164,926 $240,682 Building Value: $195,288 $273,055 Market Value: $360,214 $513,737 Assessed Value: $183,790 $183,607 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Pr perry Information Map Property Information Map Digital Orthophotography - 2007 This map was created on 4/16/2Q10 3:30:09 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 0 = 111 ft Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2.miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 4/16/2010 From: 05/03/2010 17:02 #992 P.001/001 05/03/2010 16:54 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES AAA rt Permit No: 10 -199 Job Name: April 28, 2010 Norman Bruhn CBO 305 -795 -2204 Miami Shores Village Building Department 10050 N, E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REV 1) A revision must include all new work and ALL PREVIOUSLY PERMITTED WORK. The revision submitted will delete all 18 other openings If I approve this revision. Submit a plan that shows all proposed work for this permit. 2) Provide design wind loads for the new openings. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 1 1001 /001 sJou2kte-c_Q LiLD e s'cC)v) ()3 ‘ rn cA l-0 c1 e ctiN (f\7J4fl 13 at-43 i dl,r,pf Permit No: 10 -199 Job Name: April 28, 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet REV Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) A revision must include all new work and ALL PREVIOUSLY PERMITTED WORK. The revision submitted will delete all 18 other openings if I approve this revision. Submit a plan that shows all proposed work for this permit. 2) Provide design wind loads for the new openings. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. �4x �� 7 52 7�i� 03/2010 16:54 FAX 1 800 685 7530 TRANSMISSION OK s ** TX REPORT * ** TX /RX NO 4975 RECIPIENT ADDRESS 919547927977 DESTINATION ID ST. TIME 05/03 16:54 TIME USE 00'22 PAGES SENT 1 RESULT OK Permit No: 10 -199 Job Name: April 28, 2010 Building Critique Sheet REV 1) A revision must include all new work and ALL PREVIOUSLY PERMITTED WORK. The revision submitted will delete all 18 other openings if 1 approve this revision. Submit a plan that shows all proposed work for this permit. 2) Provide design wind loads for the new openings. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305 -795 -2204 DATA SCAN FIELD SERVICES li 0 01 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: 10 -199 Job Name: April 28, 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet REV M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) A revision must include all new work and ALL PREVIOUSLY PERMITTED WORK. The revision submitted will delete all 18 other openings if I approve this revision. Submit a plan that shows all proposed work for this permit. 2) Provide design wind Toads for the new openings. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. CUSTOMER NAME ,M FIcetriciva LEAD NUMBER lo5301 TYPE OF PROPERTY FLOOR No 1 MR.HIGHT MEASURE DATE 'I1 .o11e MEASURE TECH I FHA - DIAGRAM SHEET f ,r !®!!x®®1111 111111 ____ _- ._ _ _ �_ .� -11.� - _ _ - � - � � . _ _ _ - _ ..um ..............In � . �ill....a mnim MEW ................VIZA IVI !x! !!!11................ Kink 1H x111111111111 1 C ........®W®...C...MENIMM M ................ -RAID[ MMNOB�W................. 1 X111111111111111 1 1111111 1111 1111111111 ..!.......IIWWI:f PWWWWIWII i IIW WIWMMMI.�.......UIMIPM....J... ..........fWWWW ............U1�I.......► i......M WMINUM..... Il' A, AWMOWIMMITI1113WWIMIMi1MO .Ilt...........'" ETIZESMIME ...'.......IIl1�lI WIC MWILIM1�I IWIS IIIW.I�� ...... INWIM ll iMillII.. 1®11111 =1111111115® 111EM111 Z111ON I1IllhIIIIIIIIIINh1I . clg■11111 w 1__ �,, ! :11111111 ionic 111111I11111111I 11 1111111lr -111.1 uu r ■11■1■1u118111 m .. 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Ufl . °t f3 AMEN r .�► .f �:�..... .. ............® I A r.0 ®i. ... , .. �7f' r`.4P!AhA..O. ...............�i1 1 PIPPO OM M .. ,� ;. ��► ...... ............I�.iaaan■p .. i!�'i4IIININhIUIHhIIUI!IIIIIIflifl 105(411111111111111111L2111111EA1111 imeE 111111111111111 1111N11111M111111[21111 1111•• x;. .111. ...... dimmum ............ ..:::: : � Mean Roof Heigh DESIGN PRESSURES PSF) • Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) Tributary Area • (Se Ft) Zone 5 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 25 30 35 25 30 35 0 -15 -50.4 +46.5 9.2 x 452 - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 -46.6 +42.7 -462 +42.3 - 45.9 +41.9 - 45.5 +41.8 0 -15 ft -62.2 , 46.5 - 59.8 +45.2 -58.0 +44.4 - 56.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft +47.1 -49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 - 46.8 +42.9 -46.5 +42.5 -462 +42.2 16 ft -63.1 +47.1 -60.8 +45.9 - 58.8 +45.0 - 57.5 +44,3 -56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +422 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +46.1 - 49.5 +45.4 .48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 - +43.6 - 47.3 +432 18 ft - 64.6 +48.3 -62.1 +47.0 -60.3 +46.1 - 58.9 +45.4 - 57.8 +44.8 - 56.8 +44.3 - 55.9 +43.9 -55.2 +43.8 -54.5 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 -48.7 +44.5 . - 48.4 +442 20 R -88.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44,9 -56.4 +44.5 -55.8 +442 22 ft -54.6 +50.4 -52.4 +48,1 50.5 +46.3 -50.1 +45.8 -49.7 +45.4 - 49.4 +45.1 ft -67.4 +50.4 - 64.8 +49.0 -82.9 +48.1 -602 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft - 55.6 +51.3 ._._ -53.3 +49.0 __ __ -51.5 +47.1 - 51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 - 64.1 +49.0 _ - 61.4 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 .522 - 552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 - 51.1 +46.7 28 ft 59.8 +52.2 -67.1 +50.8 -65.1 +49.8 -63.8 +49.1 52.4 +48,4 -61.4 +47.9 -60.4 +47,5 -59.6 +47.1 -58.9 +46.7 28 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -682 +51.6 582 +50.6 -64.8 +49.8 -63.4 : +49.2 - 62.3 +48.7 -61.4 +482 -60.8 +47.8 -59.9 +47.4 30 ft - 58.3 +53.8 56.9 +52.3 - 55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -692 +52.3 - 67.1 +51.3 -85.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -59.1 +54.5 - 57.7 +53.1 56.7 +52.0 -55.9 +51.3 -552 +50.6 - 54.7 +50.1 542 +49.6 -53.8 +492 -53.4 +48.6 32 ft -73.0 +54.5 -70.1 +53.1 58.1 +52.0 68.5 +51.3 552 +50.6 54.1 +50.1 53.1 +49.6 62.3 +492 61.6 +48.8 ft 36 ft -59.9 +55.2 -60.6 .55.9 -57.4 +52.7 -58.1 +53.3 T -55.9 +51.3 -56.6 +51.9 4 .1 .csi -54.5 +49.8 -55.1 +50.4 -54.1 +49.4 -54.8 +50.0 ft 38 ft -73.9 +55.2 -74.8 +55.9 -71.0 +53.7 - 71.9 +54.4 -68.9 +52.7 -69.8 +53.3 -67.3 +51.9 -68.1 +52.5 -66.0 +51.3 -66.8 +51.9 -64.0 +502 -64.7 +50.8 -63.1 +49.8 -63.9 +50.4 -62.4 +49.4 -63.1 +50.0 ft 61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 57.9 +53.1 - 57.3 +52.5 56.7 +51.9 562 +51.4 -55.8 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 68.9 +53.1 67.6 +52.5 68.5 +51.9 65.5 +51.4 64.6 +51.0 63.8 +50.6 40 ft 62.0 +57.1 60.5 +55.8 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 69.7 +53.7 -68.3 +53.0 67.2 +52.5 662 +52.0 65.3 +51.5 64.5 +51.1 42 R 62.6 +57.7 61.1 +562 60.0 +55.1 -592 +54.3 -58.5 +53.6 57.9 +53.0_. 57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70A +54.3 69.0 +53.6 67.9 +53.0 -68.9 +52.5 66.0 +52.1 652 +51.7 44 ft 632 +58.3 61.7 +56.7 60.6 +55.7 59.7 +54.8 59.1 +54.1 -58.5 +53.5 - -58.0 +53.0 -57.5 +52.6 -57.1 +522 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 69.7 +54.1 -88.5 +53.5 67.5 +53.0 68.8 +52.6 65.8 +52.2 48 ft 63.8 +58,8 62.3 +57.3 - 612 +582 60.3 +55.3 -59.6 +54.8 59.0 +54.0 - 58.5 +53.5 58.1 " +53.1 -57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 70.4 +54.6 692 +54.0 -682 +53.5 67.3 +53.1 66.5 +52.7 ft 64.4 +59.4 62.8 +57.8 61.7 +56.7 -60.8 +55.8 60.1 +55.1 59.6 +54.5 59.0 +54.0 - 58.6 +53.6 582 +53.1 48 ft -79.5 .59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 69.8 +54.5 68.8 +54.0 67.9 +53.6 67.1 +53.1 50 ft - 64.9 +59.9 63.4 +58.3 622 +572 61.4 +56.3 60.7 +55.6 60.1 +55.0 -59.5 +54.5 59.1 +54.0 - 58.7 +53.8 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 69.4 +54.5 68.5 +54.0 67.6 +53.6 52 ft 65.5 +80.4 63.9 +58.8 62.8 +57.6 61.9 +56.8 612 +58.1 60.6 +55.4 60.0 +54.9 -59.6 +54.5 -592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -722 +56.1 71.0 +55.4 69.9 +54.9 69.0 +54.5 682 +54.0 54 f t 68.0 +60.8 -64.4 +592 -63.3 +58.1 -62.4 +572 61.7 +5$5 • 61.0 • +55.9 .60.5 •x55.4 00.1 • *54. -594 05441 • 54• • • -81.5 +60.8 -78.3 +592 -78.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft 56.5 +61.3 -64.9 +59.7 -63.7 +58.5 62.9 +57.7 62..'x. +56,9 61.5. •+56.3 :61 41 •f556 .60: l55•3 :60.= •54,01 . • mot • • -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 69.3 +54.9 60 ft 67.5 +622 -65.8 +60.6 -64.7 +59.4 63.8 +58.5 -81(P +57.8 -8 4 • +57.1 • 61.9 • +56.6 •81.4 +56.1 61.Q +55.7 • • • ft -83.3 +822 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56,1 -70.3 +55.7 03/02/2009 - 5• _= : b F: \03 Elements \10 Loading111 Calculators\ASCE 7 -051 FLB - ASCE 7-02 Pressure Charts (0-60).dwg 007 LORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES p ' EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC (INTERPRETATION IF REQUIRED. I I� ELEVATION I � WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85' SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE' PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. 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. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACIPROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS• �l C tn m z (n ••• WRdSSUE• • . • • ••• D CL • C HKD! DATE. FLB 606/69/08 Mar THIWQ JM IS THE RO OF L E - PPjW SH*NOT136.215110DirED I O R PART. WITHOUT WRITTEN COIIBENNOF IRM4K Y BENN8R00, P.E• ASERATIONSPADDS10Mi,HI5HLIGN NG,OROTUER• mirefriorr§ This got UM IAQE NoPpERmiro Alto • RIVALIDAlt OUR CERTIReAM • ?007 FLORIDA BUILDING CODE • • ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 98885 ° Flprida Building. Code Online Amdt. h p �� El3Gi iig•4 "aJ: BQS Home 1 Log In 1 User Rggtstratlon 1 Hot Topics 1 Submit Surcharge 1 Stets & Fads 1 Publications Category Subcategory Product Approval USER: Public User product Approval Menu > product or Application Search > Anollcatlon List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /EmaII Authorized Signature Technical Representative Address /Phone /EmaII Quality Assurance Representative Address /Phone /EmaII Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code L8841 -R1 Revision 2007 Approved Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson @tttechnologles.us Steve lasperson sjasperson @tttechnologies.us Exterior Doors Swinging Exterior Door Assemblies Page 1 of 4 FBC Star 1 BQS Site Map I Links 1 Search Evaluation Report from a Flo? - ered Archleedr Florida Professional Engineer • • • • • • •••• ht.' Evaluation Report - Hardcopy Ret!ived .... • Wendell W. Haney • Standard Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 • ••• • • • • • • • • • PE -54158 •••• • •• National Accreditation and Manage/ it til5titute • • • 12/31/2011 • • • • • • • • L.F. Schmidt, P.E. • • • I !. Validation Checklist - Hardcop? ReceiAd • • • • • F1.8841 R1 COI CERT OF INDEPENDENCE.pdf • • • • • • • •••• • • 00 410 Year 2007 2004 2002 1994 • • •• •� • • • • • - ' of Products I Model Number or Name Deseri • lion — — ° - - - - 8841.1 3'0 x 6'8 "Impact" A. "Construction Series" pact" Steel Single Door - Inswing or w jOutswIne X Conflration 71 71rof Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.i.pdf Verified By:. Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- OO- 04.pdf FL8841 R1 AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 1B. "Construction Series" 13'0 x 6'8 "Impact" Steel Single Door with Sldelite - Inswln. or Outswin• XO or OX Configurations Li Limits of Use (Installation Approved for use in HVHZ: Yes 1 Approved for use outside HVHZ: Yes I Impact Resistant: Yes , Design Pressure: N/A IEvaluation Other: See INST 8841.2 for Design Pressure Ratings, , any additional use limitations, Installation Instructions 1 and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Instructions FL8841 R1 II INST 8841.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.2.pdf Created by Independent Third Party: Yes 8841,3 ,C. "Construction Series" 3'O x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswin. (OXO Confl.uration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.3 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation .Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.3.pdf •••• Created by Independent'Lhlyd Party: Ye'.... ° • °.. • • •.., 8841.4 ID. "Construction Series" 1 JOutswing 6'0 x 6'8 "Impact" Steel Dptri1laDoor- Irowthil or .1 XX Confl• uratlo • • FL8841 R1 II INST 884).4. df • • • • t By: Limits of Use Approved for use outside HVHZ: Yes Approved for use in HVHZ: Yes PP Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.4 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Verified Wendell . HaT I,'P.E. 541'58 •• •' Created by Independent's Cpla i Yes • • • • ti • Evaluation Reports • • • • • • • • • L :8• •- :4 - -14 .d _ L :: • - : _ E _ • .. :8• 1 ' Created by Independent Third Party: Yes • • 8841.5 ' 1 E. "Construction Series" 16'0 x 6'8 "Impact" Steel Itubl ;boor with Sldelltes - • Inswing or Outswing (OXX01 €onfigurationioopflgurations up to 8'0 In height) '....' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions ; FL8841 R1 II INST 8841.5.pdr Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.odf FL8841 R1 AE EVAL 8841.5.pdf i Created by Independent Third Party: Yes 8841.6 F. "Premium Series" 3'0 x 6'8 "Impact Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL8841 R1 II INST 8841.6.pdf • Florida.Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 07/09/2008 07/14/2008 09/15/2008 Page2of4 ••• • ••• • •• • •• ••• • • • ••• • • • I Approved for use outside HVHZ: Yes Impact Resistant: Yes { Design Pressure: N/A I Other: See INST 8841.6 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 RI AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.6.adf Created by Independent Third Party: Yes 8841.7 G. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - n • or Outswing XO or OX Confl • orations Limits of Use -- — I Instailatlon Approved for use In HVHZ: Yes { Approved for use outside HVHZ: Yes i Impact Resistant: Yes I Design Pressure: N/A Other: See INST 8841.7 for Design Pressure Ratings, any additional use Ilmltallons, Insiallatlon Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ Instructions 98841 Ri II INST 8841.7.pdf { I Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports 98841 R1 AE EO- E84- 00- 04.pdf 98841 R1 AE EVAL. 8841.7.odf Created by Independent Third Party: Yes 8841.8 Llmlts of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.8 any additional use limitations, and product particulars. for areas Inside the HVHZ) H. "Premium Series" 33'0 L HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, installation Instructions (Note - ASTM E1300 -02 utilized x 6'8 "Impact" Steel Single Door with Sidelites • or Outsw OXO Confl Installation Instructions FL8841 R1 II INST 8841.8.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.8.pdf Created by Independent Third Party: Yes 8841.9 II. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration_ Limits of Use Approved for use In HVHZ: Yes i.FL8841 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars Installation Instructions R1 II INST 8841.9.pdf II 1 ! Verlfled By: Wendell W. Haney, P.E. 54158 I Created by Independent Third Party: Yes lEvaluatlon Reports 1 FL8841 R1 AE EQ- E84- 00- 04.pdf I FL8841 R1 AE EVAL 8841.9.pdf I Created by Independent Third Party: Yes 8841.10 { "Premium Series" 16'0 x 6'8 "Impact" Steel Double Door with Sldelites - I {Inswing or Outswin• OXXO Confl_ — Limits of Use Approved for use in.HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized f or areas Inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.10.pdf I • • • Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: ¥3' • • • • Evaluation. Reports • • •••• 98841 R1 AE EQ E84- 'bDad4.Itif •••• 1 _ 8 1. 8: • • • • • _ • • Created by Independent ` rd ' arty: Yes" • 8841.11 k. "Premium Series" 3'0 x 8'0 "Impact" Steel Singie 1por - IriisCi4ng c r Outswing X Configuration/ • • • • • • Installation Instructioll•J • • • • • • • e 98841 R1 II INST_8847•�I.. ➢�f .. .. • • •' • • I • . •� •• ' . : • I Limits of Usa Approved for use In HVHZ: Yes { Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NJA Other: See INST 8843..11 for Design Pressure Ratings, any addltlonal use Iimi ations, Installation Instructions and • roduct • articulars. Verified By: Wendell W, rlapgy P.E. 54158 Created by Independent•fb1r 1 Frty: Yes • Evaluation Reports • • • • 98841 R1 AE ES) 04.pdf • 9.8841 R1 AE EVAL 88'4,1 ?1.Qdf •... Created b Inde Pa : Yvls • •••• 8841.12 . II. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sidelite - Inswing or Outswln• XO or OX Confi•uradons �— - - - -- — Llmlts of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.12 for Design Pressure Ratings, any addltlonal use llmitatlone, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized far areas Inside the HdHZ IInstallatlon Instructions 98841 Ri II INST 8847.12.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports 98841 R1 AE EO- E84- 00- 04.pdf 98841 Ri AE EVAL 8841.12.pdf Created by Independent Third Party: Yes ' 3'0 x 8'0 "Impact" Steel Single Door with Sldelites- Inswin• or Outswing OXO Configuration 8841.13 M. "Premium Series" Florida. Building Code Online Page 3 of 4 ••• • • • ••• • • •• • •• • •• • •• • • • ••• • ••• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.13 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions F1.8841 R1 II INST 8841.13.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841. 3.pdf Created by Independent Third Party: Yes 8841.14 N. "Premium Series" 6 0 x 8'0 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.14 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL8841 RI II INST 8841.14.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ_ E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.14.pdf Created by Independent Third Party: Yes 8841.15 80. "Premium Series" 6'0 x 8'0 "Impact Steel Double Door with Sldelltes - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.15 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.15.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.15.pdf Created by Independent Third Party: Yes I 8841.16 P. "Premium Series" 3'0 x 7'0 'Impact" Steel Single. Door in a Split lamb Steel Frame - Inswin • or Outswing X Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.16 for Design Pressure Ratings, any addltlonal use limitations, installation Instructions and product particulars: Installation Instructions FL8841 R1 II INST 8841.16.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.0f FL8841 Ri AE EVAL 8841 16.pdf Created by Independent Third Party: Yes 8841.17 Q. "Premium Series" 3'0 x 7'O "Impact" Steel Single Door In a Residential Hollow Metal Steel Frame - Inswing or Outswing (X Confl • uratlon Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.17 for Design Pressure Ratings, any additional use limitations, Installation Instructions and ■ roduct •articulars, installation Instructions •••• FL8841 R1 II INST 88417.p4f • • • • • • Verified By: Wendell W. ne ).,'1'.E. 541513 Created by Independent Ttf Patty: Yes • • • • Evaluation Reports •••• • FL8841 R1 AE EQ- E84 -Q(L Q,4.p f • • ;84_ ; _ : - , :: , _ rd • Created b Independent . =-p : Y • • • Florida Building Code Online Back Next fir's AdminLtration • • •• •• • • • • • Department of Community Affairs • • • Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Flor/da 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved fnpyrlght and Disclaimer Product Approval Accepts; Igo • • • • • •• •• • • • • • • • • • Page 4 of 4 •••• • • • •••• • •••• • • •• • • • • • • • •••• • • • • R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No. Date: ASTM E84-00 EQ- E84 -00 -04 May 22, 2008 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 ASTM E84 04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.415 °F 5015 %RH Test Specimen: 20 -1/4" 13/4" x 24'11/2 ", butted egainctvent end of chamber. Continuous length or joined end -to -end, Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" 11/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.415 ° F 5015 %RH Procedure: I. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.415 shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke-density photocell at 15 second intervals Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.435 50±5 %RH Test Specimen: 20" to 24" wide x 24'11/2" long, butted against vent end of chamber. Continuous length or joined end-to-end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" 11/8" length of 16 gauge steel sheet placed on the specimenauunnting ledge in front of and under the leading edge pf ' specimen. Test Atmosphere: 73.415 ° F 5015 %RH •• • •••• • • • • • ,Procedure: • '.... • ' .. ' 1. Establish draft reading pfj1 to Q.100,in, of water column • • • • • 2. Arithmetic average gu v„ejgcity withig, the furnace, • • at 73.415 ° F, shall b4 2481/ FPM. • 3. Place the specimen in the chambejtmel ?lace th2 removable top in po%,tiph Aver the magcjmen. • 4. With draft operating, keep the spdtjlvin place for 120115 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals R :\LIBRARIES \Codes & Standards\TEST STANDARDSIEQUIVALENCY OF STANDARDS REPORTS\EQ- E84- o0- 04.doc Paso 1 of 2 • • • • • • ASTM E84 =00 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. • Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (AR under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / AR k) times 100, then rounded to nearest multiple of 5. ASTME84 -04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A Smoke' developed index calculation: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (A -0,k) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / ARed-oak ) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84-00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W FL P.E. # 415 ?2 -4 G3 • • • • • .. • • • •• • • • • • • • • .. • R: \LIBRARIES\Codes & Standards\TEST STANDARDS\EQUNALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc • ... • • . ... ... • • .. .. •••• • . • • 2 . . .... • .. • • • • • . .. • • • • • •••• • • .... • • • • Page 2 of 2 Manufacturer: PF1225 R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 8841.1 Ri Date: May 22, 2008 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: "Construction Series" 6'8" Steel Door Inswing / Outswing "Impact" Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. • • • •• • • • •••• RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acgre'Iinancia1 • • • interest in the company manufacturing or distributing the product or in any other en$ty invoivdd in the approval process of the product named herein. .•• • • • . • • • • . • • •••• • • This product has been evaluated for use in locations adhering to the Florida B ld� g Code• • • • • • (2007 Edition) • • • • • • • See Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. andsigned and *tree • • by Wendell W. Haney, PIE. (FL # 54158) for specific use parameters. •• • • .... • • •• rt e:' Wendell ' y, P.E. FL No. 41 May 22, 2008 Sheet 1 of 3 • • • • • • • • • • • • • • PF1225 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 8841.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ ". • 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle betwetti't e edge of canopy or overhang to sill is less than 45 degrees." •. • • • • • • • • • •••• • •••• .. • • • 9. See drawing FL- 8841.1 for size and design pressure limitations. • .. • . . • •• • • Wendell W E. • • • • FL No. • •• •• • May 22, 2008; • • • •• • Sheet 2 of 3 • • • • •. • • • D Other PF1225 Supporting Documents A Drawing 1. Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84-00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 2. Materials (Polyurethane foam core) testing per ASTM D1929-96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01 -741- 11004.0, signed by Joseph L. Dolden, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741- 10622.0, signed by Joseph L. Dolden, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0717- 1, ETC 01- 741- 11004.0 and ETC 01- 741 - 10622.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. • •••• • 2. Buck anchor analysis for loading conditions prepared, signed and sealed„bjVendell • • Haney, P.E. 0000 ... ••;• • • • • • • • endell W.1 FL No. 5= 5: May 22, 2008 Sheet 3 of 3 • 0000 0. • • • • • • •• •• • •• 1. Certificate of Participation issued by National Accreditation and Managnj institute,. certifying that Therma Tru Corporation is manufacturing products withifi equality • • • • assurance program that complies with ISO /IEC 17020 and Guide 53. • • • • • • • • • • • • • • • • • • •• • • 00• THERMAITRU® THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 TEL. 1419) 29B-1'74U "CONSTRUCTION SERIES" "CONSTRUCTION DOOR INSWING / MOWING NAPA I '" GENERAL NOTES 1. Thls.product has been evaluated and Isis compliance with the 2X07 Florida Building Code (FBCJ structural requtrernents Including' 'Nigh Velocity Hurricane Zone' IHYHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used .In the NM'this product compiles with section 1626 of the Ronda Bufding Codeand does not require an impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring wind borne deli protecilonthts product complies with Section 1609.12 of the 20)7 FBC and does not require an impact resistant covedng.lhis product meets missile level 'D' and Glcludes Wind Zone 4 as defined InAS1,4 E1996. 5. Forts: stud J11;111)1141 construction anchortrtg of these unit shalt be the same as that shown for 2x buck masonry construction. 6. Ste conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect 7. OuisNing confguralmns tang coastal outswing Rem #39 meet water iniahation requirements far"HVFd". 8. Inswing confgurations and outswlng configurations using Hem #31 do not meet the waterinfltraflon requirements for the 'HVHP shall be installed only in non- habltable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to di is less than 45 degrees." •• ••• • • • • • •• • 37.50' MAX OVERALL WIDTH e I q zE -g oz <D gi r, O ln z 0 In owe 4/24/08 sCALE. N.r s. wm.6,s AL nac en wwH DIMINO Mai FL- 8841.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • •• • • . • TABLE OFtgNIENTS• = • • DESCRIPTION • SKEET# 1 Typical elevations. design press<aes ! generl napes — . • • • • • 2 Door panel detail 3 Horizontal aoss sections 4 vertical crass sections • • • • • • • • • • • 5 Buck and frame anchoring - 2Xioua�rmaserny carob:dal • a .. a . 6 Frame anchoring - iX buck ma rvZcar>st fialt • • 7 BID of Materials & Components • • • • • • • • • . • THERMAITRU® THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 TEL. 1419) 29B-1'74U "CONSTRUCTION SERIES" "CONSTRUCTION DOOR INSWING / MOWING NAPA I '" GENERAL NOTES 1. Thls.product has been evaluated and Isis compliance with the 2X07 Florida Building Code (FBCJ structural requtrernents Including' 'Nigh Velocity Hurricane Zone' IHYHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used .In the NM'this product compiles with section 1626 of the Ronda Bufding Codeand does not require an impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring wind borne deli protecilonthts product complies with Section 1609.12 of the 20)7 FBC and does not require an impact resistant covedng.lhis product meets missile level 'D' and Glcludes Wind Zone 4 as defined InAS1,4 E1996. 5. Forts: stud J11;111)1141 construction anchortrtg of these unit shalt be the same as that shown for 2x buck masonry construction. 6. Ste conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect 7. OuisNing confguralmns tang coastal outswing Rem #39 meet water iniahation requirements far"HVFd". 8. Inswing confgurations and outswlng configurations using Hem #31 do not meet the waterinfltraflon requirements for the 'HVHP shall be installed only in non- habltable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to di is less than 45 degrees." •• ••• • • • • • •• • 37.50' MAX OVERALL WIDTH e I q zE -g oz <D gi r, O ln z 0 In owe 4/24/08 sCALE. N.r s. wm.6,s AL nac en wwH DIMINO Mai FL- 8841.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • •• • • 36.ocr MAX DOOR -- PANEL WIDTH toi V v O DOOR PANEL Construction aeries •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • •■• • • • RAIL to .. • • ._.. • • • • • . 4 . • •• • • • •• • • •• • • • • • • •• O HINGE STILE • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • •• •• ••• • • EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 2 O LATCH SALE 45 BOTTOM RAIL EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 6 0 0 0. m 0 z 0 agra 4/24/08 N.T.S. Dm on AL cwc en WWH MMHG KW FL- 8841.1 sras 2 of 7 0 W o @-_77 ZZE 1 -1/4 MIN. EMB. (TYP.) ler 4111// /11111 /9Ji lel! • • •• ••• 0.15' CSINK • i •• • • • • • • ()HORIZONTAL C;0.976 Sake 3 Inswing configuration • o a INTERIOR EXTERIOR • • • •• • • • • • • • • •• • • • •• • ••• • • • • • • • • • • ••• • • • • • • • • • • •• • • • () HORIZONTAL CROSS SECTION Shown concrete screews�t�w screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0.15 CSINK Ted 0 3 HORIZONTAL CROSS SECTION Inswing configuration • . 1.1/4' MIN. EMI. (1YP.) Reg O I z 5 IQ d z 0 owe 4/24/08 • SCALE N.T.S. DWG. BR AL ay. an WW/1 [RAMC NO2 FL- 8841.1 sow 3 of 7 ••• • • • • ••• • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• •• ••• • • z N z 0 m Dose 4/24/08 SCALE N.T.S. OM en AL alt. era WWH orame+c Nos FL- 8841.1 sew 4 or 7 1' MIN. FROM ► — MASONRY EDGE INTERIOR �.. A EXTERIOR 0 4 1 VERTICAL CROSS SECTION Inning configruafion 1' MIN. FROM MASONRY EDGE • •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • INTERIOR ■>> 0 1 - - - �' • •A ••• •. • • 4 1 • • • . ••• • it i " • • • • • • • 2-1/2 MIN. FROM • 2- l/'2MIN. Pi2bM • • • MASONRY EDGE — MASONRY EDGE --►► (TYF.) I • ••• • ••• 3 VERTICAL CROSS SON ' • • • • 4 Inswing configuration • • • • • • see general notes. she 1 • • • • • • ton "INC Wafer inAtrafion • • • • • regrarernents s • • • • •• • • •• • • • • • •• • • • • • • • • • • • • • • • EXTERIOR 2 -1/7 MN. FROM 2 -1 /2 MIN. FROM MASONRY EDGE MASONRY EDGE MM.) 1TYP.) C) VERIICAL CROSS SECTION OUtswing c notes, 1 for "HYHP water Infiltration requirements INTERIOR 2-1/2" MIN. FROM — MASONRY EDGE CNN C 4 22 VERTICAL CROSS SECTION Shown w /iX sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC 2-1/2" MIN. FROM MASONRY EDGE (m'.) EXTERIOR • • .e C) 4 44 VERTICAL CROSS SECTION see g notes. 1 for °HVHT wafer infttration requirements 2-1/2" MIN. FROM MASONRY EDGE ----- 2 -1 /2 MIN. FROM MASONRY EDGE INN 0 z 0 i 9 0 2 m N ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • • • Mon BUCKANCHORING STRIKE JAMB •• • • • • • • • • • • • • • • • •• ••• • • MASONRY OPENBJG FRAME 2X BUCK • • a NOTES: 1. 1/4" Deo Concrete screws anchoring 2x buck require a minimum 1' clearance to masonry edges, a 1 -1/4' minimum embedment and a minimum 4' clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. W8rftrettrfdlevoloottionsat the comersgrgay be adjusted to maintain the mlydmum edge distance to mortar joints. If Concrete screw locations nod M 01 c.talrAust be adjusted to maintain the miNrrwm edge distance to mortar joints, addI1 onal Concrete strews nay be required to mita t hg $iaximum on center dimension is not exceeded • • • • • • • • • •• ••• •• • • • are 2. I/4• RW concrete screws anchoring frame and/or slit require a minimum 2 -1/2 clearance to masonry edges, al-1/4" minimum embedment and a minimum 3' clearance to adjacent concrete screws. Substitution of equal concrete se:mon from a different supplier may have different edge distance and center dbtanc• requirements. Cgpyygte scree locafk s at the comers may be adjusted to maintain the minimum edge distance to morttots. If ncrete2actiw locations naiad as *MA. ON CENTER' must be adjusted to maintain the minimum edge distance to martujants oolcreto ?crew& raV r$qured to ensure the mcaimurn on center dimendon is not exceeded • • • • • • • • • • • • ••• • • • TIP. HEAD &JAMBS FRAME ANCHORING Masonry 2X buck comtructlon to b HINGE DETAIL HINGE JAMB LATCH b DEADBOLT DETAIL 0 NZ RE 1;? 5m m z one 4/24/08 SCALE N.T.S. tare we AL arc. en WWH maweo N: FL- 8841.1 sHEEr y 5 O F re a moo_ RN m Q 0 z acre 4/24/08 N.T.S. cat. ea AL anc. er: WWH auWNa xou FL- 8841.1 SHED' 6 OF _1 r® h • des STRIKE JAMB MASONRY OPENING FRAME IX BUCK TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 • • • r • NOTES: 1. 1/4" H W concrete screws anchoring frame and Psi fEl1!lire • ninimus 2 -1,fr rlearaase to masonry edges, a 1-1/4" minimum embedment and a minimum ctearan4 tdacrcint tonSrellb sdrews. Substitution of q� concrete screws from a dr7ferent suppffet may leave dBfesen6edpe r�sicrpc requirements. Concrete screw locations at the comers may,Vactiati telAltrIgn Me ndni num edge distance to mor tar joints. If Concrete screw locations noted as "MAX. O Lust od�sfee tddltainfafn the minimum edge distance to mortar joints, addl imal Concrete screws may be required to ensure the maximum on center dimension is not exceeded. • ••• • ••• • 2 3/16" fIW concrete saws anchoring frame Old/olstil requht a Minimum 2- 5 /81deoraeceafo masonry edges, a 1 -1/4" minimum embedment and a minir urr•2 -1/ decian to oldbent gorpitt VT unless otherwise noted by concrete screw manufacturer. • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • FRAME ANCHORING Masonry IX buck conshucfion • • • • • • • • • • • • •• •• • • • HINGE JAMB SEE NOTE 1 LATCH d DEADBOLT DETAIL HINGE DETAIL SEE NOTE 2 SEE NOTE 2 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCKSG> =0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX 1/4" SHIM SPACE WOOD D 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY • 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4"X 1-3/4" ITW CONCRETE SCREW STffi. G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4 "x 3-1/4" PFH ITW CONCRETE SCREW - STEEL I 1 /4 "X 2-1/4" PFH I1W CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH 11W CONCRETE SCREW STEEL K #10X2° PFH WOOD SCREW SfEe. L '#10X2- 1/2" ?FM WOOD SCREW STffi. 7 SHORT REACH COMPRESSION WEATHER -STRIP ( IHERMA TRU) FOAM 8 LONG REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 9 4" X 4' HINGE .097" 1HK. (THERMA -TRU) STEEL. 10 #10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) ' STEEL 11 #10 X I' PFH WOOD SCREW STEEL 17 KWIKSET TITAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB (4.656" X 1.25" THERMA TRU, PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656" X 1.25" THERMA -TRU) SG >= 0,42 WOOD 21 KWIKSET TITAN 700 SERIES DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 26 DEADBOLT PLATE STEM. 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. - 40 CONSTRUCTION SERIES DOOR - SEE DOOR PANG DETAIL SHEET FOR DETAILS 41 DOOR SKIN: 25GA. (.018" MIN. Fy = 27.830 PSI MIN.) STEM. 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE • •. ..• • • • • • •• • • • . a • W000 45 —�• BOTTOM RAIL • • • • COMP. 46 • • • • . • • • POLYURETHANE FOAM (BASF, 1.9Ibs. DENTSI'TY) FOAM • • • •• • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • .• • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • L L, f� L r 4.56' HEAD & SIDE Jamb 31 BUMP FACE THRESHOLD LOW PROFILE 4.60'Mp& O SELF ADJUSTING SADDLE THREHOLD f— 236' 0 HIGH WATER DAM THRESHOLD N o IR EN 0 §8 A U 0 uve 4/24/08 scALE+ M.T.S. MM. Irh AL cxu. Ent WWH mwtwc I0., FL- 8841.1