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HomeMy WebLinkAboutBuilding PlansI— F T I b>✓ LE\/&J IC J /Ii,°SLbL� Planning & Development Services Department 0 Building & Code Regulations Division ' 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 Certification for Design Load Compliance Project Name: MAYHEW DETACHED GARAGE Project Address: 7200 S.W. SHANAS TRL Permit #: Occupancy Type: U Construction Type: v INSTRUCTIONS FOR USE: e This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) p Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2010 Edition with 2010 Supplements using ASCE 7-10 IVi 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: — I X II_ III IV Exposure Category: e B X C— D 4. Design Wind Velocity LEISmph128 ASO N/A LRFD End Zone Width: 3.. ft S. Mean Roof Height: 20 ft Roof Pitch: 6. :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 23.8 23.8 23.8 41.2 41.2 40.2 Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -37.7 -65.7 -97.1 -44.7 -55.2 -53.1 7. Design Loads: Floor: 40 PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:. 40 PSF Dock: N/A PSF Deck: 40 PSF Stairs: 40 PSF Fence: N/A PSF Railings: 5e / zuo PLF / CONCENTRATED ' 8. Were Shear Walls Considered For Structure? X Yes_Not Applicable Explain Why Not: ' 9. Is A Continuous Load Path Provided? X Yes `Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 25W PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 j 5115 Print Name Cert # & Co. Cart Auth. Paul Welch Inc. ON PLAN 4/22/2014 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, F!.__ Company Name & Address SLCCUV roan v WEr-12 Revise° 4/15/12 ps) Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name N L-r Litz vJ Applicant: Product Opaninit Design poissixes NoduetRaled Manufacturer Model Number Product Approval Number Gass Tv" Method of Attachment Wlnd,nw SEE QLI:VrS i`j�j •rY9,3 PCZT �J al'1.00 NoA4 - 003101 Na+- -0L CID "Ini6�� NiN ENbGO Gal lip 91 Di1, 1 Mullions yJI� Fixed Glass Block Ghee Skylights Sliding Ole" Doors GVA T Doss 5gj-Ii LEV'S tl-(el,D. 'r49eMA-Te0 1%IptigLldS51L Fl tl 'aj 9i.1 N(A •B rl'/t:`ur: cmeizc, ycC cw French Doors N It. GaraDosn Hurricane Proteetbn heF �L�v'S gf?f:I:LeY S t50 •io7 i, 1.5Li �Q ioW,.l >wD gELtlaNlt_"12• r��t ejYFrt Glees Or04 i'L-� , I285 2 M LL I Ses.ALr 9�6r A'r l "D,L. '✓4" L4 Gteav % "LH [D _ Root Ventitaaon- Roofing McGrlel V ,", I (oSKfk ,� u�1 19i'ItL GAF 310� FL*+ 101U.11wIA t',4" KP-Oloe. WAo.6 PrIL F,SL 1507,2 905.2 . P Pea• 3Ta6) I have reviewed the above component& or cladding and I have approved their use in this structure. Tbe" products provide adequate resistance to the wind loads and forces specified by current code provisions. Si Name: gnature: PAUL WELCH P.E. ON PLAN Design PrOr I PAUL WELCH P.E. Cert. No. 29945 Date: ST, LUCIE COUNTY BUILDING DIVISION REVIEWS FOR COM B REVIEWED DATE PLANS AND PEAMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE I . REQUIRED BY 14ELD INVECTCRS TIO. MAY BENECEBBRAYINfB IRTO TRea�S� II u 'e - asi I"7 17,(sl esr� �.41" COMPLY WITH ALL APPIWOMIECOOV rf��..,,aL� Y/ __ /, p? v.ltx>r � (:�unRr�,> P-,p.,L l_c.,..,aQej, - L IN" ?, FJi6n (TYPICAL) 0 pQO 3 N z S x4 ale o- D _• ,__ 1p"hifP `v la 24- .NIF-/PI�� 4' �12dNiC /j r Vt1bt.L 4a�JS•l7E)%j Ot/EGt G�ToK1Al2E _ - v thu ur v �C' EILrG��1L�IJv �I� �no V0 ��Je►��g I hb114Do" W�IN�bW L 2`0 �•�" (p'-D' 12=0" (o'-pa �}t•t9" �p ti b6 rt re W OLD 1 'I CDHCEgLED FASTENERS ORATTA H S ARE THE RESPDNSI$1LITy0FTHE a CDHTRACTDROPRE(tp 0 3 IQ a t D Z N, 3 N I I DV i d' N O m I i ✓ Cg11Z�2­TzAD I ( 3e E eyE N I ✓J 1:1"= ( I T'F'IGAL> I C7G arit�% 1 0,, ­Jtl FILECow Co b ' y Irr'y' t'�,�,y/ Ir��—w' �"J'� ���,/,/•''�I +/A,� ( Lip (; .PAUL WELCH INC. .. ,._ ,- .-.. _.,,,,,.. ......... ..... - MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 19S4 SW BILTMORE ST. SUITE ill 14 PORT ST LUCIE, FL 349B4 / PHONE E-MAIL FAX (772)7H5-9eae PWELGHING`,AOL.CGM (772)785-9933 JUL 0 7 2014 PAUL WELCH, P.E.- FL. REG. No 29945 9U U �a A r ® as O * x 5�O AO TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL C014NECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN GRA EACH 1451 (2) MTS 16 2000 (14)-10d X 1 1/2" VALLEYS CONT.' 100 # PLF ( -) MTS 16 1000 (14)-10d X 1 1/2" ' 1 ( I STRAP AT EACH END AND AT 24" O.C. C PER DETAIL SHEET 3 OF 4 ALL OTHERS EACH < 1000# (1)1 HETA 20 1810 (9)-10d X 1 1/2" -AT'CBS BEARING LESS THAN 1000# EACH < 1000# (1) MTS 16 1000 (14)-10d X 1 1/2" AT FRAME BEARING TRUSS COMPANY CHAMBERS LAYOUT DATE 5 29 2014 CUT -SHEET DATE VIPJ2014 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. FOUNDATION SCHEDULE F-1 18" D X24" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS F-2 24" X 24" X 24" D (2500 PSI) CONCRETE PAD FOOTING W/ 95 BARS AT 8" O.C. BOTH WAYS F-3 16" D X 18" W (2500 PSI) CONCRETE MONOLITHICI FOOTING W/; (2) #5 BARS CONTINLt . US S-1 4" THK (2500 PSI) CONCRETE SLAB / FIBERMESIR OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILE. C 6" W (2500 PSI) CONCRETE CURB ( EIGHT VARIE$ W/ SLOPE) W/ (1) - #5 BAR CONTINUOUS v L&Q _ lllwSL6LG g LL 4A )14 „ A 7r '_ 0" 91-o" 16 g LL m J LL m LL LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL m J LL g LL LL . ...... .. .. ... ..... . .. ILL .. 11 GFA GFB GFC 6' 2x LEDGER BY OTHERS --,, E IU U 11 MIIJ LANoIrJc,, 0 U U U U U U U U U u oil 32'Fil 1: rilbi, � F+W n Ila l b a ,v1 a PAHL WELCH ING, ShIEET PIIfi�7tiER FIEGHANICAL '�. ELECTRICAL i CIVIL ENGINEERING 1984 S.W. SILTMORE ST. - #1 14 pF Paar SaINr I-uclE, FL. 34924 PHONE E-MAIL F.�a 0 17 2014 7721 785'9BBB eyy Eypi FL RE N 17721 785 9933 JULd L..- I L p�u� �'�E�cii, P.L. - FL REc. No, 29945 ri 31 bl �I IZI f51 181 tat. /!f-l�aD N 1 saPP��rfl�� l-�ALL }iEIL�HL �JT1�D'�PPGh�(a D K �0.t. idor- ©.(-, II I Z Z Z Z 2 Z Z Z 3 3 3 53 3 3 ` 5 1n H �I.lp o - �tlNl HEADER DETAIL nts... SEE TYPICAL WALL SECTION FOR MORE INFORMATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX ---- STRAP DORMER TRUSSES TO GIRDER TRUSSES W/ SIMPSON STRAP PER \ TRUSS CONNECTOR SCH. r METAL FLASHING (DRIP EDGE) DBL 2X4 CONT. WOOD TOP PLATE SIMPSON SP4 W/ (6)-IOD NAILS EACH STUD TOP PLATES (16" O.C.) \ HARDIE PLANK.SIDING PER b1;AQD1E Pl.�N1R No7t`� 2 X 4 WOOD STUDS @ 16" O.C. ATTACH STUD TO GIRDER TRUSS W/ 3/8" X 3 '/s" LAG BOLTS AT 24" O.C. - -- v VERTACLE o � t 2X4 STRUCTURAL FASCIA WITH (2) - N _ J /4" X 3 '/a" LONG LAG SCREWS EACH -- JOIST AND EACH TRUSS TAIL (3 TRUSSES EACH WAY) N i PRE-ENGINEEREDE GIRDER TRUSS 2X6 P.T. WOOD LEDGER CUT TO FIT TRUSS TO TRUSS CONNECTION BY JOIST W/ (1)- 3/8" X 3 %s" LAG BOLTS TRUSS COMPANY AT 16" O.C. TO WALL STUD AND "SIMPSON' LSTA12 W/ (10) - 10d EACH --- - JOIST WRAPPED AROUND TOP OF LEDGER AND TOP OF JOIST DBL 2 X 4 P.T. WD BOTTOM PLATE W/ 16d NAILS AT 8" O.C. 1-77 \ ` 18" DEEP PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. MAX TRUSS TO TRUSS CONNECTION BY TRUSS COMPANY ROOF CANOPY PER TYPICAL WALL - --- "SIIvIPSON' MSTA15 W/ (12)- lOd SECTION - 'NAILS EACH STUD TO GIRDER OR "SIMPSON' NITS 16 W/ (14) -10d EACH STUD TO FLOOR TRUSS GIRDER TRUSS OVER O.H.D. OPENINGS A �N I�� s I Gilt r • ° DORMER WALL SECTION nts_. ZIP FR.E �55�1� ) F557D IU-9'1" l-�/51h�� r5 I61�1/ W - ID�I wl_s F1dLL 1_r_LLafi¢ I� ICI ��Y OL o U L SpPlo911 SDI MPS SPU W/ 6-.lod,/I kl �A14S y. 2" X 6" OR 2" X 8" P.T. WD BUCK ° W/ 3/16" X 2'A" L A(aei @ IT' O.C. s N. O 0 °I 2" X 8" P.T WD BUCK (TYP) N " 6 BUCK W/'/,"X 5'/�" 1_4&s , W/ MIN. 2" PI X 1/r' WASHERS O.H.D. BUCK DETAIL nts r rwylOc =I¢Dee �2'U4J�7 .©JFf2' .ALL TRUSS STO LEDGER CONNECTED W/ " W/ (10) IOd EACH TRUSS WRAPPED AROUND TOP OF LEDGER AN TO TOP OF TRUSS I WALL WITH SAME FRAMING, STRAPS, ATTACHMENTS AND REINFORCING AS PER OPPOSITE -- WALL METAL FLASHING - - --- 2 X /4CONTINUOUSP.T. WOOD LEDGER W/ (2)- 3/8" X 3 'W' EACH WALL STUD AT 16" O.C. PRE-ENGINEERED CANOPY ROOF TRUSSES @ 24" O.C. MAX 2 X( CONTINUOUS P.T. WOOD LEDGER W/ (1) - 3/8" X 3 %z TO BOTTOM PLATE AT 16" O.C. TRUSS TO LEDGER CONNECTED W/ "SIMPSON' LSTA12 W/ (10) - 10d EACH TRUSS WRAPPED AROUND BOTTOM OF LEDGER AN TO BOTTOM OF TRUSS WALL WITH SAME FRAMING, STRAPS, ATTACHMENTS AND - REINFORCING AS PER OPPOSITE WALL BRICK VENERE LOCATIONS PER ELEVATIONS ATTACH PER ------ STRUCTURAL NOTE # _ 6" WIDE CONCRETE CURB W/ (1) - # 5 BAR CONTINUOUS HEIGHT VARRIES LOCATIONS PER FOUNDATION PLAN - HARDIEPLANK NOTE: 114RDIEPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15# FELT ' 'NOTES: OVER PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH I %" LAPS AT 1) THE CONTRACTOR, SUBCONTRACTOR SUPPLIER, ECT. SHALL VERIFY ALL TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH FASTENERS 2 Y2" LONG, 0.223" DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. READ DIAMETER, 0.092" SHANK DIAMETER, CORROSION -RESISTANT SIDING NAIL. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE FASTENERS SHALL BE PLACED IN THE OVER -LAPPED AREA AT < 8-1/4" ON CENTER i ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER 5/8"PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH SCALED DIMENSIONS. 8D NAILS @ 4" O.C. PERIMETER AND 6" O.C. FIELD. I 4) ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2010. HA RDIEPLANK ATTACHMENT PER NOA#13-0311.07 (PG 5 OF 12) 5) THIS STRUCTURE IS LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATIONAREA PER FRC 301. BRICK VENEER NOTE: !STRUCTURAL NOTES BRICK VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS` SHALL BE 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10, ANCHORED DIRECTLY TO STUD CONSTRUCTION BY ONE OF THE FOLLOWING 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). METHOD: 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE WITH STUD BACKING, A 2-INCH BY 2-INCH (51 MM BY 51 MM) 0.0625-INCH (1.59 MM) STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. CORROSION -RESISTANT WIRE MESH WITH TWO LAYERS OF WATER -RESISTIVE 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BARRIER IN ACCORDANCE WITH SECTION 1404.2 SHALL BE APPLIED DIRECTLY TO FOOTINGS: 3" BEAMS: 1'VP SUSPENDED SLABS: 1'/:" WOOD STUDS SPACED A MAXIMUM OF 16 INCHES (406 MM) O.C. ON STUDS, THE MESH 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS SHALL BE ATTACHED WITH 2-INCH-LONG (51 MM) CORROSION -RESISTANT STEEL NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. WIRE FURRING NAILS AT 4 INCHES (102 MM) O.C. PROVIDING A MINIMUM 1.125-INCH 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE (29 MM) PENETRATION INTO EACH STUD AND WITH 8D COMMON NAILS AT 8 INCHES PRESSURE TREATED. (203 MM) O.C. INTO TOP AND BOTTOM PLATES OR WITH EQUIVALENT WIRE TIES. 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO THERE SHALL BE NOT LESS THAN A 0.1055-INCH (2.68 MM) CORROSION -RESISTANT INSTALATION OF HARDWARE IS NOT PERMITED. WIRE, OR APPROVED EQUAL, LOOPED THROUGH THE MESH FOR EVERY 2 SQUARE i 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE FEET (0.2 M2) OF BRICK VENEER THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD THAN 15 INCHES (381 MM) IN LENGTH, SO BENT THAT IT WILL LIE IN THE STONE PRACTICIES. VENEER MORTAR JOINT. THE LAST 2 INCHES (51 MM) OF EACH WIRE LEG SHALL 9) EXTERIOR WALLS SHALL BE HARDIE PLANK OR BRICK VENERE AS PER HAVE A RIGHT-ANGLE BEND. ONFANCH (25 MM) MINIMUM THICKNESS OF CEMENT ELEVATIONS OVER 518" PLYWOOD SHEATHING NAILED TO STUDS WITH 8D GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER j NAILS @ 4" O.C. PERIMETER AND 6" O.C. FIELD. SEE HARDIE PLANK AND ! BRICK VENERE NOTES FOR ADDITIONAL INFORMATION. 10) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS GARAGES FLOOR SURFACE OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXI EED 450 VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TOI WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. 1 i { I SHINGLES OVER 30# FELT (PROVIDE TWO LAYERS OF 30# FELT AT ROOF �— PITCH LESS THAN 4 12) OVER 19/32" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX 1Q SIMPSON STRAP PER TRUSS CONNECTOR SCH. ! ..`*. / METAL FLASHING (DRIP EDGE) i I 6 F— �. 1 2X�,WDFASCIA PT- SOFFIT PER DETAIL DBL 2X4 CONT. WOOD TOP PLATE IZ �E_ SIMPSON SP4 W/ (6)-lODNAILS OPEN CEILING t'_ -- ---- EACH STUD TOPAND BOTTOM PLATES (16" O.C.) HARDIE PLANK SIDING PER OPEN FRAMING 14Aepl¢ P1,n.Nv- Nwmc.) %".T & G PLYWOOD FLOOR 2 X 4 WOOD STUDS @ 16" O.C. SHEATHING W/ 10d NAILS AT 6" O.C. FFIELD AND 12" O.C. PERIMETER I DBL 2 X 4 P.T. WD BOTTOM PLATE W/ / 9I /" THREADED ROD DOWN TO FIRST FLOOR TOP PLATE WITH 2" X 2" X 1/8" WASHERS TOP AND BOTTOM 18" DEEP PRE-ENGINEERED FLOOR r TRUSSES @ 24" O.C. MAX DBL 2X4 CONT. WOOD TOP PLATE SIMPSON SP4 W/ (6)-IOD NAILS _ EACH STUD TOPAND BOTTOM OPEN CEILING a PLATES (16" O.C.) — OPEN FRAMING � HARDIE PLANK SIDING PER . H AfZO1 r. P1. n1.11t ht OSts 2 X 4 WOOD STUDS @ 16" O.C. 2 X 4 P.T. WD BOTTOM PLATE W/ - %z" X 8" J-BOLTS AT 24" O.C. W/ 2" X 2" X 1/8" WASHERS (2500 PSI) CONCRETE FOOTING / --v — FOUNDATION SIZES AND REINFORCING PER FOUNDATION -fll1r/I' .- „t�f/, :��°�tft Ga-�r,,,--.d,. m-..�, itwn� „, �Xwr>.iz'A?-N✓9 ✓ '/l l(v d9? I"r Jq,n SrA 1{ flwl"ry * u4 , j u i TYPICAL WALL SECTION n), FILE COP.. PAUL WELCH INC. MECHANICAL A ELECTRICAL A CIVIL ENGINEERING 1984 SW BILTMORE ST. SUITE #1 14 PORT ST LucIE, FL 34984 PHONE E-MAIL FAX (772)785-9988 PWELCHINC@AOL.COM (772)785-9933 PAUL WELCH, P.E.- FL. REG. NO 29945 JUL 072014 i n 1� am �I l b d Ord a H Mr"'I SHEET NUMBER OF A Poor- SHEATHING NAIL PER 56HEOULE 6AL ✓. ORIP ON 1X3 P, L NAILER ON 2,,0 RCU6H SAPMI Woo FASCIA 2 -2-- � I _ �2 GouTi�ClbtJs VI leD In. CE ft / it RED O _ - TOE 1rAl! i I �—FASCIA BOARD ArIGFIO ee \ 16d NAILS ® 6" 016 .._PT 41< e-, FG G Ip. 2:e4CIA -• LBP..ACE,PESr-Al f{`. LOCA>iOPI AS 5HOPW 6' OC I 2x4 LACVEP. 0 12" dE CONT. 2x4 LADDER PLATE ANGHORW TO 6E ♦ P %'� Pei p zt✓ (2) IOd rrP. \� TRI155 1,V Ibd NAILS 0 8" O/G NIAX. / \ \ c'A. iFL55 WALL 51JEATNII.16 — � l s: r.A i� wl� iv 4 LATERAL 6RACCI6 CAL GABLE END FASTEid TY1 SLEEPER W/ L LOCATION AS 5POPIN ON PLAT j xA' 16d NAILS 0 4" o/G TYPI STRAP G.E. TRUSS TO 6.T. W/ _ REINFCn<OE `/EKTIGAL MEMBE45 � rl � . LSTAIS STRAP ®?4" O/G NV (6) IOd OF „ABLE 6V0 TM65 W2x4 I l i NAILS EA. HEMBER 11(Z � _LO "(? . V—OO F I L ed "i LS ME-a"CE AT EA.'IERT. (Z �J'j,(�I%Li`=" �.d• NAIL Mbd N.AIL5 0 e' O/C PLAN VIEPI 'I IJ 1. I L. L I✓i AT i%E BRACE = cKlr16 a 2'-O"O/G -GIB-U L -44/ 17r'jU.l�. upiLe= o w w °lib Lvw4z 24 0'e' IZ'I 12° of )vI� rl v 1�7Eb GABLE END DETAIL nts... _L _ Mie: L-7LoKGilIf>.. - p,N--l1=1G. r-Lji-i5%o4,,4- D)';tlloS3�-bq,4 ti- %"T&G SHEATHI FIELD AT SEE TYPICAL WALL SECTION FOR MORE INFORMATION GABLE BRACING PER DETAIL METAL FLASHING (DRIP EDGE) 2X6 P.T. FASCIA SOFFIT PER DETAIL DBL 2X4 CONT. WOOD TOP PLATE BALLON FRAME VAULED GABLE END SIMPSON SP4 W/ (6)-IODNAILS EACH STUD TOP AND BOTTOM PLATES (16" O.C.) HARDIE PLANK SIDING PER MAZPM FLAN IC t4ort`5 2 X 4 WOOD STUDS @ 16" O.C. 2 X 4 P.T. WD BOTTOM PLATE W/ /z" THREADED ROD DOWN TO FIRST FLOOR TOP PLATE WITH 2" X 2" X 1/8" WASHERS TOP AND BOTTOM 18" DEEP PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. MAX DBL 2X4 CONT. WOOD TOP PLATE SI UPSON SP4 W/ (6)-1OD NAILS EACH STUD TOP AND BOTTOM PLATES (16" O.C.) H.ARDIE PLANK SIDING PER 4lb,MC ?LANK NoYeS 2 X 4 WOOD STUDS @ 16" O.C. 2 X 4 P.T. WD BOTTOM PLATE W/ 1/2' X 8" J-BOLTS AT 24" O.C. W/ T' X 2" X 1/8" WASHERS (2500 PSI) CONCRETE FOOTING / FOUNDATION SIZES AND REINFORCING PER FOUNDATION SIDE WALL SECTION its..: STAIRS 1) STAIRWAYS SHALL HAVE A MINIMUM HEADROOM �LEARANCE OF 80 INCHES (2032 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING. 2) STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN i HANDRAILS 1) HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). HANDRAIL HEIGHT OF ALTERNATING TREAD DEVICES AND SHIP LADDERS, MEASURED ABOVE TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 30 INCHES (762 MM) AND NOT MORE THAN 34 INCHES (864 MM). 2) HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1','4 INCHES (32 NM AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 NM AND NOT GREATER THAN 6'/,I INCHES (160 MM) WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2'/4 INCHES (57 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). 3) HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. a) EXCEPTIONS: HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL THAT DO NOT PROJECT HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL WITHIN 1112 INCHES (38 MM) OF THE BOTTOM OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS. FOR EACH 1/2 INCH (12.7 MM) OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4 INCHES (102 MM), ME VERTICAL CLEARANCE DIMENSION OF 11/2 INCHES (38 MM) SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH (3 MM). 4) HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR RAMP RUN. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. a) HANDRAILS FOR ALTERNATING TREAD DEVICES AND SHIP LADDERS ARE PERMITTED TO TERMINATE AT A LOCATION VERTICALLY ABOVE THE TOP AND BOTTOM RISERS. HANDRAILS FOR ALTERNATING TREAD DEVICES AND SHIP LADDERS ARE NOT REQUIRED TO BE CONTINUOUS BETWEEN FLIGHTS OR TO EXTEND BEYOND THE TOP OR BOTTOM RISERS. 5) CLEAR SPACE BETWEEN AHANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1'/2 INCHES (38 MM). A HANDRAIL AND A WALL OR OTHER SURFACE - ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS Y N THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT OF STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE -To-1 A, L A u O = I °p _ L _ WALKLINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8INCH (9.5 MM). S) "THERE THE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC WAY, WALKWAY OR DRIVEWAY HAVING AN ESTABLISHED GRADE AND SERVING AS A LANDING, THE BOTTOM OR TOP RISER IS PERMITTED TO BE REDUCED ALONG THE SLOPE TO LESS THAN 4 INCHES (102 MM) IN HEIGHT, WITH THE VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.333-PERCENT SLOPE) OF STAIRWAY WIDTH. THE NOSINGS OR LEADING EDGES OF TREADS AT SUCH NONUNIFORM HEIGHT RISERS SHALL HAVE A GUARDRAIL PER DETAIL. DISTINCTIVE MARKING STRIPE, DIFFERENT FROM ANY OTHER NOSING MARKING PROVIDED ON THE STAIR FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN DESCENT OF THE STAIR AND SHALL HAVE A SLIP -RESISTANT SURFACE. BALCONY PER BALCONY SECTION — MARKING STRIPES SHALL HAVE A WIDTH OF AT LEAST I INCH (25 MM) BUT NOT \\ MORE THAN 2 INCHES (51 MM). DBL 2 X 10 P.T. WOOD LEDGER W/ (2)%" 4) TREAD SLOPE SHALL NOT BE MORE THAN 1/4 INCHES PER FOOT (21 MM/Nn. o X 5 %" LAG BOLTS EACH 4 X 4 POST 5) STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES (914 MM). SIMPSON LUS 28 W/ (10) - IOD EACH \ --_ STAIR STRINGER ` GUARD RAIL / HAND RAIL PER DETAIL \ ' n � I 2Xi2 WD STAIR STRINGER (TYP OF 3) , 2X TREAD O i� i PEN RISER SER Slt'�y 1 Q; J, 'III' r- ; _ } SIMPSON HGAM WITH (4)-SDS /a X 1 /s" r I_ AND (4)- ''/a" X 1 '/<" TITEN EACH a v STRINGER 7ki I o (2500 PSI) CONCRETE FOOTING FOUNDATION SIZES AND REINFORCING PER FOUNDATION ' I - --- t}i . 'fMrl Yyrt e STAIR SECTION nts.._ GUARD RAILS 1) GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 M I) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.7. 2) REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. 3) REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 2 X 6 P.T. CONTINUOUS WOOD TOP PLATE 1 /a„ 0 - 2„ Q WOOD CONTINUOUS HAND RAIL AT STAIRS W/ HANDRAIL BRACKETS AT 5' O.C. 2 X 4 P.T. WOOD TOP RAIL 2 X 2 P.T. WOOD PICKETS a -- LESS THAN 4" CLEAR BETWEEN c� PICKETTS Kl 4 X 4 P.T. WOOD POST AT 5' O.C. 2 X 4 P.T. WOOD BOTTOM RAIL LESS THAN 4" CLEAR FROM FINISHED FLOOR /2" t9 THRU BOLTS EACH 4 X 4 POST C`TTTART) RAIT, / HAND RAIL DE P.T. 2 X 6 WOOD LEDGER W/ (2)3/8" 0 X 3'h" LAG SCREWS AT 24" O.C. TO FLOOR TRUSSES P.T. 2 X 6 WOOD DECKING WITH (2) - 410 X 3" S.S. SCREWS EAXH JOIST P.T. 2X6 WOOD JOIST AT 24" O.C. GUARD RAIL PER DETAIL "SIMPSON" H 2.5 W/ (10) - 8d EACH JOIST TO BEAM DBL 2 X 10 WOOD BEAM W/ 10d NAILS AT 8" O.C. BOTH SIDES STAGGERED TOP AND BOTTOM (2) -'/2" m THRU BOLTS P.T. 4 X 4 WOOD POST "SIMPSON" ABU44 W/ (12) - 16d AND (1) - 5/8" X 8" ANCHOR BOLT (2500 PSI) CONCRETE FOOTING / FOUNDATION SIZES AND REINFORCING PER FOUNDATION BALCONY SECTION _ Fil nts... -P PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 SW E31LTMORE ST. SUITE #1 14 PORT ST LUCIE, FL 34984 / PHONE E-MAIL FAX JUL 0 7 20,4 (772)785-9688 PWEL0MIN0@A0L.00M (772)785-9933 PAUL WELCH, P.E.- FL. RES. No 29945 i i FBI � e 0 1� a a MM u-