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HomeMy WebLinkAboutRevision; Front Door NOAOFFICE USE ONLY: DATE FILED: a31, l.�t REVISION FEE: "1100 LOCATION/SITE ADDRESS: PERMIT # �lb J J RECEIPT # PLANNING & DEVELOPMENT SERVICES �+'�� COPY BUILDING & CODE REGULATION DIVISION i 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: f�-y`^ t-- el ®-a r f� ✓ fS i �'1 CONTRACTOR INFORMATION: STATE of FL REG./C BUSINESS NAME: QUALIFIERS NAME ADDRESS: CITY: P4, f �- PHONE (DAYTIME); T. #: 66C-/-J5 33 60 ST. LUCIE CO CERT. #: oe5wvw _. 4- Yect -A-es �in L � G Pao STATE: ZIP: ►7 7Z/-7d� 1 FAX: OWNER/BUILDER INFORMATION: NAME: r-v 4,4 P ADDRESS:17 Y� CITY: - Be, PHONE (DAYTIME: STATE: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS: CITY: PHONE (D, SLCCC: 9123109 11 Revised 06130/17 "I%jN ZIP: O� NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Ce�ion No.: 1955 Powis Road r ation Date: ` West Chicago, IL 60185 r ion Date: vi on Date: Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/No Im -t Rated Side F b g P Zj (w/Wood Frame unless noted) Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non -Impact Glazing: Ins t' g lass (Temper The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as ed NAthin this label represents product conformity to the applicable specification and that all certification criteria has been satisf ' product has be p T NAMI's Certified Product Listing at www.Nanucertification.cotn. NAMI's Certification Pro ram is accredited b merican National 747-RI 017 a021 1018 ►0 0 Q , Wsting within tute ANSI). Inswing Glazed Structural Water Missile Te t Number Configuration or or Maximum Design Test Impact Drawi r;ber & OutswingOpaque Size Pressure Pressure Rated tICAts X 1/S. Opaque 3'0" x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-DW&MA-FL0211-17 X O/S Opaque 3'0" x 6'8" +70/-70 3.0 psf Yes ATLNC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size: 310" x 6'8" 7.50 pSf3.4.5 Anchor Details-DWG-MA-FL0211-17 XX 1/S Opaque 6'0" x 6'8" +55/-55 0 psf Yes - NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-DW&MA-FL0211-17 XX O/S Opaque 6'0" x 6'8" +551-55 3.0 psf Yes NCTL, 210-2930-1 Double 4.5 psf' Maximum Panel Size: 3'0" x 618" 7.50 psf AnchorDetails-DWG-MA-FL0211-17 XO/OX 1/S Opaque Door 6'0" x 6'8" +55/-55 0 psf Door -Yes NCTL-2102930-1 Single w./Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-1`I-0211-17 XO%OX O/S Opaque Door CO" x 6'8" +5.5/-55 3.0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite _ 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXO I/S Opaque Door 9'0" x 6'8" +.55/-55 0 psf Door -Yes NCTL210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 9T" x 6'8" +551-55 3.0 psf Door -Yes NCTt.-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50 psf' AnchorDetails-DWG-MA-FL0211-17 OXXO I/S Opaque .Door 12'4" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Double w/Sidel ites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" "Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL021 1-17 OXXO O/S Opaque Door 12'4" x 6'8" +551-55 3.0 psf" Door -Yes NCTL 210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf - Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50 Sf' Anchor Details-DWG-MA-FL0211-17 I -Denotes Bumper Outswing Threshold 2 -Denotes 7—Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold -HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 ,/W. NAMI AUTHORIZED SIGNATURE: -�` 1 t 1 MASONITE. WOOD -EDGE STEEL DOOR UNIT 6'-6" DOUBLE DOOR WITH / WITHOUT SIDELITES _QEaMA NOTFS. 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TCM f1CCID,(Yf„1r.E _ SELF IGNITION TEMP ASTM D7929 442 'F..>._650.'F. RATE OF .BURNING. _.ASTM D635. 1.28_IN :MIN,.. _.._. SMOKE. DENSITY .ASTM:.D2843 TENSILE STRENGTH-' ASTM D638 1.8% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149" MAX. OVERALL FRAME MTH 21" MAX I 3MAX. 37.5" MAX. (( D.L.O. ---I PANELANEL WIDTH -I W/ASTRAGAL FRAME WIDTH n ? o E h I X go ttFF A DOUBLE DOOR UNIT W SIDELITES SINGLE DpgR UNIT SINGLE DOOR UNIT WITH SID£LRE WITH'. StDELITE .SWIF _ DOOR UNIT 4�/SIDEt ITES DOUBLE DOOR UNIT WISIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH - INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S T4 O.S HP BUMP O' S X 37.5. +70.0 . -70.0 +70.0 -. -70.0 _..N A +20.0 -20.0 '+30.0 -30.0 +50. -50.0 +50.0 - -50.0 +50.0 -50.0 XX OX or XO OXO 74 75 1 112.5 +55.0 +55.0 +55.0 -55.0 -55.0 -55.0 +55.0 +55.0 +55.0 - -55.0 -55.0 -55.0 N A N A - N A +20.0_ +20.0 c +200 -20.0 ' -20.0 - 00.0 +30.0 :. -3Q.0 +30.0 -3 .0 +30.0 . -30.0 +50.0 _ . -50.0 +50.0 -50.0 +60.0 -500 .,... N A Na N A N/A N A N A OXXO 149 +55.0 -55.0 +55.0 _. -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N/A TABLE OF CONTENTS SHEET # DESCRIPTION - 1 NPICAL ELEVATIONS &GENERAL NOTES 2 ANCHORING LOCATIONS k DETAILS 3 ANCHORING LOCATIONS &DETAILS KURT BALTHAZOR FLORIDA P.E. #56533 V QO UJ �= (n a�0 uj �U L0 U Ifi r^ v�l s, N.T.S. BY.. SINS BY. NO NO.; •MA-FLO211-1 1 OF 3 3" SEE DEN C M 3" #8 x 2" #8 x 2" T- #10 x 5/8" #10 x 5/8*10 #10 x 2-1/2#10 x 1" #10 x 5/8x 1" QF7TAII "C" a �.. ,rry DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. D A 'b" 1 ,.375T oss21 1 . 1.437" - T 1 INSWING THRESHOLD BUMPER O1/S THRESHOLD T4OAS THRESHOLD 1.482" 1.75"E�@ 1.047" 1.437" Tff!�!n T T Z-SERIES 0(S THRESHOLD HIGH DAM 0(S THRESHOLD HP 0/S THRESHOLD °n N EE DETAIL -/r C.. M "l f" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL HOT MELT ELASTOMER--,, f #6 X 1-1/2' PHS HOT MELT 1/2" BITE ELASTOMER �0`y TYPICAL GLAZING DETAIL NON -IMPACT GLASS N.T.S. sr: SWS m: NG NO.: -MA—FLO21I- 2 OF 3 .t SEE DETAIL "C" SHT. 2 AUACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 WOOD SCREW EDGE DISTANCE MIN 3/4". o w a SEE DETAIL } "D" SHT. 2 J o Cr f 3" 1.25 a.:,.. f , MIN ` MAX SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. HARDW 1. JKWIKSET SERIES 400 GRADE' 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" ,CENTERLINE. . 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X142" CORRUGATED #19X2" WOOD SCREW 3" ROM EACH END 6FROM EACH END AND 7" OC ��AND 12" OC } ALCflRTEXC�� CAULK ACRYLIC LATEX CAULK CL f COMBINATION 1.50" 0 4 MULLION(BOX D) COMBINATION ID (BOXED) MIN - M25" SHIM CL :gym TYPICAL WOOD BUCK ANCHOR INSTALLATION (3) glOX2-1/2" WOOD SCREEWWSS EACH END INTEGRAL WOOD MULLION (CHS) to CL: - U Q c) J � 0 J �O C� F, L0 U F-- F� kc6imdunlBN d 1 kePB&Fdgr- '�r^/� DArE: 5/26/17 SCALE: N.T.S. Sws CRK. BY: DRAWING NO.: DWG-MA-FL0211-17 OF L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010 434-688-0609 Date: 05/01/2017 rllomas()l rlomaspe.com Test Report: N/A Product: Single door 3' x 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0,0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t,= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F=m = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in Made Im Mode I, Mode II Made III, Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 Zm 302 Ibs Z,= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs KD = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 KD = 2.400 KD = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (Nos 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: tm= 0.048 in Side member dowel bearing strength: Fu = 4,650 psi Main member dowel bearing strength: F_ = 61,850 psi Side member dowel bearing length: I, = LOGO in Main member dowel bearing length: I, = 1.140 in Mode I. Mode I, Mode II Mode III, Mode III, Mode IV qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 Ibs P = 884 Ibs B: 1.07 8: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 Zm= 5582 Ibs Zs 368 Ibs P = 2287 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 2126 Ibs P = 420 Ibs P = 392 Ibs Min. Design value: Z= 163 Ibs Z= 953 Ibs KD = 2.400 KD = 2.400 KD = 2.400 Duration Factor: CD = 1.6 Z= 866 Ibs Z= 175 Ibs Z= 163 Ibs Allowable Design Value CUD); Z.= 262 Ibs/anchor Fastener type: 1/4" ITW Tapcon N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85��` 11114 // Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs f� J r Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs t``r�a �' �^ Actual spacing: 3.00 in Reduction factor: 0.91 -N ` '� V _ N • s Allowable Design Value WAN); Z"= 155 Ibs/anchor •� Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor_ calculations, minimum required anchors 36.38 Design pressure: 85.0 psf \A/t A2 I A2 79.25 Al 1 of 2 Max. Anchor Area Load Ind. Cap. Q Load Zone z (ft) (Ibs) (in) O.C. Result (in) (lb.) (Ibs) A, 2.3 195 N/A N/A 155 1 2 98 OK AZ 7.7 656 6.00 18.00 155 5 131 OK ©� TAT 0,ioe . 11vm10 \\% (11111X0 Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010 434-688-0609 Date: 05/01/2017 rl lomas(cillrloma spe. com Anchor Locations: 36.38 18.19 5.00 TYP. 6.00 TYP. 1 6.00 __t 13.45 MAX. O.C. 79.25 6.00 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2 of 2 Luis R. Lomas P.E. FL No.: 62514a 5/2/2017