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Home My WebLink AboutLetterSpanish L%: z: es Architectural Control Corn, ,f�Ltee 8000 South US 1, Suite 402 Port St. Lucie, FL 34952 File copy 0` July 14, 2016 Meadows 14428 Azucena Court Fort Pierce, FL 34951 Reference: Shed Request _.. Dear Meadows Household: We are in receipt of your submittal in which you are requesting approval to add a storage shed. Your request has been approved. Please be sure that the shed is constructed underneath the existing carport, framed up to the carport roof and of the same materials and color as the mobile home. Best regards, Ma hew Lyle Wynne Architectural Control Chairman MLW:sm cc: James Proske, Park Manager File COP I11� MASONITC. 314-LITE WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: T- flttf`DIDnnM f1FC1!_NATIhN I ITF FRAur SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM D635 1.28 IN MIN SMOKE DENSITY ASTM D2843 70.2% TENSILE STRENGTH- ASTM D638 1.8% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149• MAX. OVERALL FRAME WIDTH 27" MAX 36.375" MAX. 21" MAX 37. I5" MAX.. D.L.O. -j WI STRAGAL 'I r D.L.O. 1r FRAME WIDTH 1 X ago Cs �v Ci ^ p E J = J = �VLi W a A i e e e ® ® ® ® ® ® ® ® ® ® E 4GLE DOOR I DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELI7E W17H SIDELITE TABLE OF CONTENTS SHEET 1Y DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS &DETAILS ►r rrr• r_ � SINGLE OR UNIT W/SIDELITES Addendum to NAM] Cedirl mlimNo.: 013 4 Reviewed By. Dale Review Li I DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWUNG I OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S X 37.5 +50.0 -50.0 1 +50.0 -50.0 N A +20.D -20.0 +30.0 -30.0 +50.0 XX 74 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 1EO.0 -50.0 OX or XO 75 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 :: 0 O OXO 112.5 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 OXXO 149 +50.0 -50.0 +50.0 -50.0 N/A +20.0 -20.0 +30.0 -30.0 DATE 5126117 SCALE. N.T.S. �a DWG. Err: SWS CHK. BY: KURT BALTHAZOR DRAWING ND.: FLORIDA P.E. #56533 DWG-MA-FL0214 SHEET 1 OF 3 • SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA ) WITH THE LOWEST FASTENER RATINGFROM 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". 0 N c } o U a SEE DETAIL } "D" SHT. 2 Q a w I w o o _ n ui a G 3" - 1M" INI o f. 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. 3' 3" �31 I I I I I 6' 6" I I I } 0 Q Q. J Q 0 w w B 0: I II G H Il II B _ II I 0 � a ro 13"} 3" 6" 6" HARWARF SCHFm 11 F 1. KWIKSET 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. 1MIN., MAX SHIM CL =�rl TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X1/2" CORRUGATED #tOX2" WOOD SCREW 3" FROM EACH END 6' FROM EACH END AND 7" CC AND 12" OC } ACRYLIC LATEX CAULK ALATEX CAULK CL I COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) a o0 CC O Qp Z 0 J C� EE Z a Fw LO U Lo O ,_Vrn F,—^ l LLJ W z c y 8M`�+2 m K Crb N C3S �3gax U U 2 O 0 r a a. (3WObD SCREWS" z z EACH END 11 AdderAum to NAMI DATE: 5/26 17 ® Cerkafionk:. o/3 y SCALE: N.T.S. ReviswedBy. DWG. BY.. SINS Date Reviewed. 054:t . ® ® Cl1K. BY: DRAWING NO.: INTEGRAL WOOD DWG-MA-FLO214-17 MULLION (CHS) sNEET 3 ov 3 6" SEE DETAIL 6 ,J 3" 3" I 3"•'E" �r 3� 3" " r 3� SEE DETAIL .C. I II II 1 I II I �— 6" 6" 6" 3" B A OB — 6" — 6' 3" 6' 6" 3. 3" 3" 3" 3" 6" SEE DETAIL "F #8 x 2" #10 x 5/8" #10 x 5/8" #8 x 2" #10 x 1" #10 x 2-1/2" ` #10 x 1" - #10 x 5/8" DETAIL "C" ' ar�TAIL "D" 1 0.962'1 1.375" T t INSWING THRESHOLD BUMPER O/S THRESHOLD � 1.482" � 1 1.75" `1.047" T T Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD 0 U a SEE DETA N "D" J J Q d W O 1— 3• �3- e" #8 x 2 ' E!! DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. N �i 6" ;EE DETAIL C" 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 /z" eITE ELASTOMER TYPICAL GLAZING DETAIL NON —IMPACT GLASS Addendum to NAN Cediliratloak: 013 V Reviewed By. Date Review DWG. BY: SWS CHK. BY: DWG-MA-FL0214-17 SHEET _L OF 3 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: N1013747.03 Certification Date: 06/08/2017 Expiration Date: 06/30/2021 Product: Wood -Edge Steel 3/4-Cite or Less Glazed Inswing or Outswing Door rv/Full-Cite or Less Non -Impact 7 Rated Sidelites (w/Wood Frame unless noted) ? e Specification: 'i AS 202-94/ASTM E330-02 Glazing: Insulating Glass (Tempered) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wv«v.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute ANSI). • I M Inswin GIStructural W,% h, r Test Report Number or or Maximum Design Test Con on tuber & Outswin Opaque Size Pressure Pressure Comments X I/S Glazed 3'0" x 6'8" +501-50 0.0 psf NCTL-110-19469-1 Single 3/4-Lite Max Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-17 O/S azed 3'0" x 6'8" +50/-50 �. NCTL-110-19469-1 Single 3/4-Lite Max 4.5 psf' Ma. " n Pa tze: "0" x 6'8" 7.50 psV Anchor Details-DWG-MA-FL0214-17 XX I/S Glazed 6'0" x 6'8" +501-50 0 psf NCTL-110-19469-1 Double 3/4-Lite Max Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0214-17 XX O/S Glazed 6'0" x 6'8" +501-50 3.0 psfl NCTL-110-19469-1 Double 3/4-Lite Max 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0214-17 XO/OX I/S Glazed 6'0" x 6'8" +501-50 0 psf NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 XO/OX O/S Glazed 6'0" x 6'8" +501-50 3.0 psfl NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50psf' Anchor Details-DWG-MA-FL0214-17 OXO I/S Glazed 9'0" x 6'8" +501-50 0 psf NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXO O/S Glazed 910" x 6'8" +501-50 3.0 psfl NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L. 7.50psf' Anchor Details-DWG-MA-FL0214-17 OXXO I/S' Glazed 12'4" x 6'8" +50/=50 0 psf NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXXO O/S Glazed 12'4" x 6'8" +501-50 3.0 psfl NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Full-Lite Max S/L 7.50psf' Anchor Details-DWG-MA-FL0214-17 I -Denotes Bumper Outwing Threshold 2 -Denotes Z-Series Outswing Threshold 3-I1i-Dam Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial highway/Mayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01/2017 File Copy rllomas fildomasoe. corn Double door with sidelites 6.00 TYP. 37.50 18.75 TYP. 6.30 TYP. .OD TYP. 36.38 16.19 TYP. 36.38 37.50 6.00 13.45 MAX. O.C. 9.25 L 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 1 114" 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 Frn=2,000PS1 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. 3of3 L ��`J,•\�ENS•,-Qp e = sir4,-TAT �59 • yt OF i 0OR I'D • F . 4r` NAL`��`� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 1 of 3 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01 /2017 rllomas(c-61rlomaspe.corn Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (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/ & 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 (6=0.50) Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F., = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode Im Mode I, Mode II Mode III, Mode III, qm= 636.5lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 KD = 2.400 Kb = 2.400 C:-427.67 C:-253.62 C: -267.7 Z.= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ka = 2.400 P = 297 Ibs P = 319 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Kt, = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Solid members w/ & w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw Nominal diameter: D: 0.190 in Root diameter: Dr: 0.152 in Minimum required penetration: p: 1.140 in Side member: Douglas Fir -Larch (G=0.50) Side member thickness: t,= 1.000 in Side member dowel bearing strength: Fe, = 4,650 psi Side member dowel bearing length: I, = 1.000 in Mode I,n Mode I, Mode II qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003 P = 13397 Ibs P = 884 Ibs B: 1.07 Kb = 2.400 Ku = 2.400 C: -4038.9 Zm= 5582 Ibs Zs 368 Ibs P = 2287 Ibs Kb = 2.400 Min. Design value: Z= 163 Ibs Z= 953 Ibs Duration Factor: Ca = 1.6 Allowable Design Value (ZCo): Z'= 262 Ibs/anchor Mode IV A: 0.0014 B: 0.000 C: -93.6 P = 263 Ibs Ku = 2,400 Z= 110 Ibs (Nos 2012, TR12) Gap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: FYb = 80,000 psi Main member: Steel strap/clip Main member thickness: tm= 0.048 in Main member dowel bearing strength: F_ = 61,850 psi Main member dowel bearing length: Im = 1.140 in Mode III, Mode III, Mode IV A: 0.00059 A: 0.00033 A: 0.0006 B: 0.57 B: 0.5 B: 0.000 C:-3864.9 C: -267.7 C: -93.6 Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs P = 2126 Ibs P = 420 Ibs P = 392 Ibs KD = 2.400 KD = 2.400 KD = 2.400 Z= 886lbs Z= 175lbs Z= 163lbs Fastener type: 1/4" ITW Tapeon 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 Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs �-`�� • • CC• • •V� /f Actual spacing: 3.00 in Reduction factor: 0.91 ` y ��\ICj G N s�•��'�� Allowable Design Value tZfpN) Z..= 155 Ibs/anchor • • �, Minimum anchor capacity: 155 Ibs/anchor y+ "" : 0"A* gg r J 1 Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. TAT 0 F i't�` j• :cl4RID : ilONAL, Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P. E. 1432Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008 434-688-0609 Date: 05/01 /2017 rllomas anlrlomasoe.corn Anchor calculations, minimum required anchors 36.38 36.38 Al Al A2I I A2 79.25 Al Al 72.75 37.50 36.38 36.38 37.50 Al Y_ Y_ Y_ Y_ I j j 1 79.25 A7 A4 A4 Al l l 147.75 Anchor Locations: rlesinn nrossure: 60.0 nsf Zone Area . 2 (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Ai 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK Design pressure: 60.0 nsf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q Load (Ibs) Ai 2.4 146 N/A N/A 155 1 146 OK AZ 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 1 155 3 154 1 OK Double door 36.38 36.38 6.00 TYP. 6.00 TYP.jj� 18.19 TYP. 3.00 TYP. 6.00 13.45 MAX. O.C. 79.25 6.00 2 of 3 `\\` 1 P' l ttfa �Ir 4-TAT :vOF ,•0 Z 0 RM C�` '``• ,ONA,i��. Luis R. Lomas P.E. FL No.: 62514 5/2/2017