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HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: DATE FILED: 3 � W 1 tl REVISION FEE: -AS .C► O I. LOCATION/SI E ADDRESS: PERMIT#SLC IqOd-6-2-29 RECEIPT # 'i%1 PLANNING & DEVELOPMENT SERVICES ,30�NA/ BUILDING & CODE REGULATION DIVISION St 2300 VIRGINIA AVENUE UC/O FORT PIERCE, E, L 34982-5652 COUht)i APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESS NAME: �(- QUALIFIERS NAME: (� ADDRESS: -70 CITY: P (` PHONE (DAYTIME): 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYT] SLCCC: 9/23/09 Revised 04/26/2010 please Call When n Ready 6 11 permitMitch@ o m " �� Please Call When Ready 561-721-5611 PermitMitch@hotmail.com . LUCIE COUNTY CERT. #: STATE: FAX: FAX: ZIP: . . . . .. . . . . . . 36" X 96" REPLACE DOORS IN 2 OPENINGS ONLY. OPENINGS HAVE EXISTING HURRICANE PROTECTION INSTALLED UNDER PERMIT # 14010302 PER HOMEOWNER. DOOR IN OPENING 2 IS IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 36 1 96 24.00 4 37.1 1 -40.3 FL15129.17 50.0 -50.0 FRONT ENTRY 2 1 36 96 24.00 4 37.1 1 -40.3 FL7630.1 75.0 -75.0 SIDE GARAGE 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 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 16 FT 3 IN THOMPSON RESIDENCE 3609 GROVE COURT DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA Florida Building Code Online tf` BCIS Home I Log In Use, Registration i Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff ( BCIS Site Map ( Links Search l lOrir�a D2�73itTlt' Business Professional °A PsERaP bt Approval Regulation Product Approval Menu > Prod. ltct or Aoolfc�tion Sea.�7 > gppjjrat;lgnl,i5,` > Application Detall FL # FL7630-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Q Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ED Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan 1. King, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 0 Validation Checklist - Hardcopy Received F17630 R4 COI CERTIFICATE ofINDFPFNDFNCF odf Standard AAMA/ W D MA/ 101/I. S.2/A440-05 ASTM E1886 ASTM E1996 ASTM E330 Year 2005 2002 2002 2002 http://wwvv.floridabtlilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgsrGs9vbZHHs3OVFES3QxSGm8GoZdV.I.IQw%3d[3MI2014 12:47:17 PM] Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/20/2012 Date Validated 06/22/2012 Date Pending FBC Approval 06/27/2012 Date Approved 08/07/2012 ....._ ................... .............. .......... ._.......... _..... ...---- Summary of Products FL # Model, Number or Name Description 7630.1 a. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door - Inswing or Outswing "ClassicCraft" and "ClassicCraft Rustic" configuration (X) Limits of Use Installation Instructions Approved for use In HVHZ: No FL7630-R4JI INS UDJ pcf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.1 for Design Pressure Ratings, any additional use FL763,Q, R4 AE EVAL 7630 1 odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes — j Mer assic , moo ar , mpac a—z Pluerglass Single Door w! s! e ! e nsw!ng or "ClassicCraft" and "ClassicCraft Rustic" Outswing configuration (OX or XO) _ Limits of Use - --~-._._._ Installation Instructions I Approved for use in HVHZ: No FIJ6310 R4 I1 INST 7630 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630,2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 7630.3 C. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelites -Inswing or "ClassicCraft" and "ClassicCraft Rustic" Outswing configuration (OXO) Limits of Use Installation Instructions Approved for use In HVHZ: No FL7fi30 R4 II INST 7630 3 (2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.3 for Design Pressure Ratings, any additional use FL7630 R4 AE EVAL.. 630.3 od limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 7630.4 d. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Double Door - Inswing or Outswing j "ClassicCraft" and "ClassicCraft Rustic" configuration (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FI.7630 R4 II INST 7630.4,,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 7630.4 for Design Pressure Ratings, any additional use FL7630 R4 AE EVAL 7630.4.odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 7630.5 e. 7116erClasslc", "SmoothStar", ST "Impact" Glazed Fiberglass Double Door with sidelites - Inswing or "ClassicCraft" and "ClassicCraft Rustic" Outswing configuration (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R3--I-1nst 7630 $ IRX Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 7630.5 for Design Pressure Ratings, any additional use FL7630 R4 AE EVAL 7630.5 odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17630.6 f. "FiberClassic", "SmoothStar", "ClassicCraft" 8'0 "Impact" Glazed Fiberglass Single Door utilizing Hoppe Multi Point lock - i or "ClassicCraft Rustic" -- Inswing or Outswing configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FI.7'30 R4 II IN 7630 6 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.6 for Design Pressure Ratings, any additional use FI,7rz30 R4 AE EVAL 7�C39 G PSff limitations, installation instructions and product particulars._ Created by Independent Third Party: Yes i 7630.7 g. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelite utilizing Hoppe Multi "ClassicCraft" or "ClassicCraft Rustic" Point lock - Inswing or Outswing configuration (OX or XO) Ll—MI ts of Use Installation Instructions Approved for use In HVHZ: No FL7630 R4 11 INST 7630 7.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 7630.7 for Design Pressure Ratings, any additional use 1`13630 R4 AF FVAL 7630 7,odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 7630.8 h. "FiberClassic", "SmoothStar", ST "Impact" Glazed Fiberglass Single Door with sidelites utilizing Hoppe j "ClassicCraft" or "ClassicCraft Rustic"— Multi Point lock - Inswing or Outswing configuration (OXO) http://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsrGs9vbZHHs3OVFES3QxSGmgGoZdV.I.iQw%3d[31412014 12:47:17 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: No F17630 R4 II INST 7630.8.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.8 for Design Pressure Ratings any additional use FI 7630 R4 AE EVAL 7630.8.ndf limitations, installation instructions and product particulars Created by Independent Third Party: Yes 7630.9 ................. ..--- -........ .... ... .. ._..... .. I. "FiberClassic", "Smooth5tar", "ClassicCraft" -.r_—....——'-..... -- ------ --- ----- -........- --' _. .._ _-. _ ................. ........... 8'0 "Impact" Glazed Fiberglass Double Door utilizing Hoppe Multi Point lock - or "ClassicCraft Rustic" Inswing or Outswing configuration (XX) _ Limits of Use — Installation Instructions Approved for use in HVHZ: No FL7630 R4 II INST 7630.9.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.9 for Design Pressure Ratings, any additional use FL7630 R4 AE EVAL 7630 9 ndf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 7630.10 j. "FiberClassic", "SmoothStar", "ClassicCraft" 8'0 "Impact" Glazed Fiberglass Double Door with sidelites utilizing Hoppe or "ClassicCraft Rustic" Multi Point lock - Inswing or Outswing configuration (OXXO) Limits of Use — Installation Instructions Approved for use In HVHZ: No EL7(33¢ R4 II INST 7630 zQadf . Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.10 for Design Pressure Ratings, any additional use FL7630 R4 AE EVAL 7630.10.odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes .t~p,Cta�.t-U4 :: 199.QSlpI_kh I�"PIlLq�S.tCe_gi Tallr�hi3S-P,e_F_L_31. 2 PhpD.eL55D:457_18Z4 The Slate of Florida is an AA/EEO employer. _QppyJgbLZ.0D7-2013 Qta[e o.[ FJorjda, :: Jl�[1cy_$Sa�elneDS :: Arcessibility Stake D.f :: f3eL _0 5at�eDt Under Florida law, email 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, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_ Product Approval Accepts: }x rc_�A_ Ed 2 sccurl Lvm ].-rti ii_s. littp://www.floridabLiildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgsrGs9vbZHHs3OVFES3QxSGm3GoZdV.LIQw%3d[3/4/2014 12:47:17 PM] RW R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do 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 in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 June 1, 2012 R:\Admin Docs\Certificate of Independence. doc Sheet I of I THERMA TRU DOORS 1 1 0 INDUSTRIAL DR., EDGERTON, OH 4351 7 TEL. (419)29B-1„740 "SMOOTH STAR", "FIBER CLASSIC"", GLAZED FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 201 D Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZI. 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 areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile leyel "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5_ Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Smooth Star door panel & glazing details 3 Fiber Classic door panel & glazing details 4 Classic Craft/Classic Craft Rustic door panel & glaring details 5 Horizontal cross sections 6 Vertical cross sections 7 Buck and frame anchoring -2X buck masonry construction B Frame anchoring -1 X buck masonry construction 9 Components 10 Bill of Materials 37.75' MAX. FRAME WIDTH 36.00" MAX. PANEL WIDTH / NES C "SMOOTH STAR", "FIBER CLASSIC" "CLASSIC CRAFT' & "CLASSIC CRAFT RUSTIC" SWING _ DVERAL! FRAME DIMEIVSIQN OVERA'k1 OIhtENS10N DESf.GN PRESSURE (FSF) POSTTIME NEGA711/E ; INSWING 37.75" x 98.00" 21.00" x 78.75" +50.0 -50.0 OUTSWING 37.75" x 96.75' 21.00" x 78.75" +50.0 -50.0 e �m o„ tir' � n wo�r\a onw oc�4 E ua•• is i 0 z =%TDQ\`N O m ^ "O V4 J a L v° y C O I� ZEL, w _u- ~w cis N.T.S. owc. tn: AL trot er: LFS FL-7630.1 T _L OF 1( GI 46 / 41 2 k9X3"PFdHWS EXTERIOR 2 TYP. (4) CORNERS 21.00" MAX. C.L.G. INTERIOR � 43 o 0 1 HORIZONTAL CROSS SECTION :E i X n v m 2 ^ i0 1/2" CELLULAR GLASS BITE 1 I"THK. I GLAZING TAPE GLASS 1/8" TEMPERED EXTERIOR GLASS ' •: AIR SPACE 5/32" ANNEALED 4 ! GLASS .090" PVB INTERLAYER 40 DOORPANEL INTERIOR (BYSOLUTIA( S.T.00}Il $1a D01N995 Z 1/8"ANNEALED OR GLASS SIKA 552 3 SWIGGLE GLAZING SPACER GI GLAZING DETAIL bo m F 42 TOP RAIL 45 BOTTOM RAIL 44 HWGESiYLF 43 LA7CHSTICE EXTERIOR I I "I l j INTERIOR 2 VERTICAL CROSS SECTION 2 E N.T.S. BY.. AL BY: LFS PING No.: FL-7630.1 a 2 OF 10 G1 56 / it EXTERIOR IQ 2 09X3"PfHWS'0�ln 3 TYP. (4j CORNERS 21.W' MAX. 54 4. D.L.O. INTERIOR 53 HORIZONTAL CROSS SECTION 0 3 0 x X 1 9 � 0 CELLULAR GLASS BITE I"TNK. 1 GLAZING _ 1 TAPE GLASS 1/8" TEMPERED EXTERIOR GLASS AIR SPACE 5/32" ANNEALED . q GLASS .090" PVB INTERLAYER INTERIORf (BY SOLUTIA) DOW995 2 I/8'ANNEALED 3Q DOOR PANEL OR GLASS Fibzr Classc SIKA552 3 SWIGGLE GLAZING SPACER G1 GLAZING DEfA11 �-1.54" � 1.21" -�— � 4.11' -- � �J O 'n 52 TOP RAIL 55 BOTfOMRAtL 54 NINGESTYCE 53 CATCNSTiCE EXTERIOR II „ INTERIOR VERTICAL CROSS SECTION 3 E. N.T.S. BY: AL BY: LFS BNG NO.: FL-7630.1 T 3 Or } 0 >J 2 #9 X 3" PFH WS bZ n o ro N °a 4 TYP. (4) CORNERS bl i " a v 21.00' MAX. D.L.O. bb EXTERIOR bb k 63 ona oL b4 0 9ms o S4c° s a` o 'o _d INTERIOR 0 1 (� U /\ 0 o ¢ 1 ED HORIZONTAL CROSS SECTION 0 4 �...... CC a . CELLULAR GLASS BITE �' > 1 1"THK. ¢c m c� GLAZING TA E GLASS wM w � 1 /8" TEMPERED EXTERIOR GLASS E3 P AIR SPACE of O v1 r 5/32"ANNEALED EXTERIOR INTERIOR 6l DOOR PANEL 4a _ GLASS --- ClossicCrattB .090" PVB INTERLAYER m Classic Craft Rustic INTERIOR (BY soI_unA) Gl DO`N 995 -V Z 1 ANNEALED OR OR GLASS SIKA552 3 SWIGGLE GLAZING SPACER G1 GLAZING DETATL o En N O � ti Q z °� •� o• r 1• � O o o a 5120108 z O d4 HINGESTYLE CATCH Si1LE OwG, Hy- AL as 63 6Z TOP RAlL 65 BOTTOM RAIL cHK. BY: LFS ; 2 VERTICAL CROSS SEC710N DRAWNG NO.: 4 FL-7630.1 o sHE A OF 1O Z 1 2 6 6 - INTERIOR 17 60 ° z G a m z z 40 27 PI N>ri E e zcm E s I > •z'oa ai 21 o gm�'o X o' v 17 5 / 7 EXTERIOR 8 o i / Q Q- 1 c, LjC m N 20 cn �p m Ktn 3 4 5 C A D �o _ ° tMIN. E K o FLMtS. f AB (nPl INTERIOR 17 a a ° < , 9 50 60 3 HORIZONTAL CROSS SECTION ° V m� 1 D 40 Shown w/1 X sub -buck 50 60 27 I10 INTERIOR ' a 40 1 II v \ II _ u � � O p j W 7 EXTERIOR o 8 I v7 EXTERIOR 8 a a L L 20 / 5/2(/08 = N.T.S. 1-1/4"MIN.— 4) owc. BY. AL m EMB. ITYP.) E cHK BY: LFS1-1 S �1 HORIZONTAL CROSS SECTION �� HORIZONTAL CROSS SECTION EMB. �P'I LMIN. owvFL NO.: m 5 Inswing shown - Ouslwing also approved $ trues ng shown - Cuslwing also approved —7630.1 °o sHEEr _L OF 10 a z E e: D `o - a 8 , Z d A GON ©e ^ ` 0 9 u 5 a 50 60 W n oai m°u C —� — �g 19 40 19 E P: J D 60 T o D EXTERIOR INTERIOR 8 % Z a L o�� o 8 EXTERIOR INTERIOR o �, EXTERIOR INTERIOR z � o 2 VERTICAL CROSS SECTION �g W 50 60 6 Shown w/1X sub -buck cn 1' VERTICAL CROSS SECTON ? 18 4 w w cn 6 Outswing shown - Inswing also approved 40 o E �w W VI N d. o s IF IF = �' INTERIOR EXTERIOR 38 7 (-41 VERTICAL CROSS SECTION 50 60 36 6 Outswing configurction z o � 40 32 3' EXTERIOR / INTERIOR CLn /34 N 31 33 50 60 T F za / w 8 a E 40 W \ m p E w i ^ 0 Z ' P an1E: 5120108 i e e e SCALE: N.T.S. ° 3 rnvc. er: AL m 3 VERTICAL CROSS SECTION �51 VERTICAL CROSS SECTION a+K. BY.. LFS 3 v Inswing configuration 6 Outswing configuraFion DRAWING No.: a FL-7630.1 o 91EEf 6 of 10 N MASONRY OPENING Y i D 2X BU I Jtt HINUt BUCKANCHORING HINGEJAMB DETAIL CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations of the corners may be adiusted to maintain the min. edge distance to mortarjoWs. If concrete anchor locations noted as "MAX. ON CENTER"must be adjusted to maintain the min. edge distance to mortorjoinfs, additional concrete anchors may be required to ensure the ".MAX. ON CENTER" dimensions ore not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR S►ZE:: MIN EMBEDMENT MIN CLEAR' 'NGE TO MASONRY EDGE M:fN CLEAAANCE TO::.'' ADJA .ENT. ANCHOR:.; ITV!' 1/4" 1.114, 2-1/2" 3" ELCO 1/4" 1.1/4" 1" 4" K 1YP. HEAD 2X / & JAMBS BUCK cq v 1 � X � �U Z �O MASONRY ! OPENING 1 F TYP. SILL — I I / I r I I i — F�-6" STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL MG. BY. AL DHK. BY. LFS D.4ANiNO NO.: LATCH & DEADBOLT DETAIL FL-7630.1 SHEET 7 OF 10 1 m z z � � 1X � BUCK TYP. HEAD &JAMBS — m . X w �U �O MASONRY OPENING \ � F • ! — TY?. SILL — oM 4�Y D r c m U~ Z m aq _o a onm o UN o rlY�t erg.@9o\ L 0 m d° ° n oaa m° u 28 E r� G D; 8 x CA Wm 2C LATCH BDEADSOLTDETAIL Wc� 0 o G (1 ' } m U O HINGE JAMS ---_ 6 STRIKE JAMS o m FRAME ANCHORING Masonry 1X buck construction CONCREi E M'C40R NOTES: 1. Substitution cf equal concrete anchor frcm a different suppler may have different edge jQ ' Q j distance and center distance requirements. 2. Concrete anchcr locations at the corner may be adusted to maintain the min. edge H ^_ distance to mortarjoints. If concrete anchor locations noted as 'MAX ON CENTER" must be — adjusted to maintain the min. edge distance to mortcrjoints, additional concrete anchors 10 10 o may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. IT 3. Concrete anchor table: ^ Z °u D,xm 5120108 Z HINGE DETAIL SCALE: N.T.S. ° MG. er: AL 'm cHN ar: LFS 3 DRAWNG NO.: Z FL-7630.1 0 D SHEET 8 OF 1() N _ rSEEH!NGE ANCHOR: :ANCHOR SIZE :> MIN Eti1BEDMENTIb1ASON.RY�DGF:. H11N CLEARANCELO MIN; CLEARANCETO;? AD.J/iCENTANC�-fOR-:;; ITW 1/4" 1-1/4" 2-1/2" 3" f --- 4553" —� N o Imo— 2.35" 19 20 HEAD d SIDE IOmh EXT. 11TE FRAME 1 2 INi. LITF FRAME Atum. AUm. INSWING MONUMENTAL AdjustG6le lhresho!d C 7B i'OUiSW ING vesh°Id m Fes-- 4.56' --�I EOUTSWING THRESHOLD ,M., N, J z o `p Z ON onm a=r�E UN •; U XZ 6 Z m VVV 5 9� e c - CL55' ' 5.72 L o 3 LIIE FRAME TRIM wo �o �1 INSWING ADJUSTABLE iKeshGld �I o c� 5.75" ——�{ N 5.87' ' f INSWING Cl AOIUITARLE L Threshdd INSWING SELF ADMIT Thresho d T�5.83" -: -1111 a� 512010 SCALE. N.T.S. DWG. er; AL CHK. Or. LFS 36 INSWING IMPERIAL M&WING N°.; Threshold FL-7630.1 SHUT 9 OF I( BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL A I BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL -SMOOTH STAR Q o n S B 2X BUCK SG >= 0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065' THICKNESS SMC z C MAX. 1/4" SHIM SPACE WOOD 42 TOP RAIL COMPOSITE a w = _ D 1/4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOODILVL 11 = a E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 44 HINGE STILE WOOD ,o > m e - i 301 OR HOLLOW BLOCK CONFORMING TO ASiV C90 o 45 BOTTOM RAIL COMPOSITE F 1/4" X 1-3/4' PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE - BASF 1.9 LBS. DENSITY FOAM G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL- FIBER CLASSIC s m `c F `o H 1/4"x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN O.C65' THICKNESS SMC I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE a J IN X 3-3/4" PFH ITW CONCRETE SCREW/ STEEL 53 LATCH STILE WOOD/LVL °U K ##8 X 2-1/2" PFH WOCD SCREW Si EEL 54 HINGE STILE WOOD g L # 10 X 2-1/2" PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE ° 1 EXTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE - BASF 1.9 LBS. DENSITY FOAM 2 INTERIOR LITE FRAME ALUMINUM 60 FI3ERGLASS DOOR PANEL- CLASSIC CRAFT & CLASSIC CRAFT RUSTIC oc 3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0,090" THICKNESS SMC S 4 #10XI-1/2"PFH SCREW STEEL 62 TOP RAIL COMPOSITE J s 7 MEDIUM REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 63 LATCH STILE WOOD/LVL � rz5 8 LONG REACH COMPRESSION WEATHER-STRIP (THERMA-TRU) FOAM 64 HINGESTiLE WOOD aE 9 4" X 4" HINGE .097' THK. THERMA-TRU STEEL 65 BOTTOM RAIL COMPOSITE m 10 # 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME' STEEL 66 POLYURETHANE FOAM COPE - BASF 1.9 LBS. DENSITY FOAM w� ism N 17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES STEEL m 18 THRESHOLD OUTSWING THERMA-TRU { I ALUM./WOOD o o 19 HEADER JAMB 4.656" X 125" THERMA-TRU, PINE) SG >= 0.42 WOOD o tE 2D SIDE JAMB (4.656"X 1.25"THERMA-TRU) SG>=0.42 WOOD c 21 DEADBOLT - KWI.KSET SIGNATURE SERIES 780) STEEL 27 LATCH STRIKE PLATE STEEL 2B DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM./COMP. 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. 35 INSWING THRESHOLD ADJUSTABLE ALUM./CO,VP. 35 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. ti 37 INSWING THRESHOLD SELF ADJUSTABLE ALUMJCOMP. of 33 INSWING THRESHOLD IMPERIAL ALUMJCOMP. o R 0 a N e O O Z Dua 5120108 -�: N.T.S. DWG. BY- AL CHK. Sr: LFS DW ING NO.: FL-7630.1 s EEr 10 of 10 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation "Smooth Star", "Fiber Classic" Exterior Swinging Exterior Door 118 industrial Drive "Classic Craft" & "Classic Craft Rustic" Doors Assemblies Edgerton, OH 43517 Glazed Fiberglass Single Door Phone 419.298.1740 Inswing / Outswing "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding 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 areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction, 5. Site conditions that deviate from the details of drawing FL-7630.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-7630.1 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 06-0831-1 ANSI/AAMA/NWWDA 101/I.S.2/A440-05 ASTM El996/1886-02 2. Miami Dade NOA- Materials Testing 08-0206.01 Saflex HP Glass Interlayer 3. Drawing No. Prepared by No. FL-7630.1 RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and ��C, Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 6/21 /2012 PF 1007 Sheet 1 of 1