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Home My WebLink About5732 13th StENGINEER'S NOTES: 1. DESIGN WIND SPEED: 140 MPHuIt / 110 MPHasd , 3 sec gust PER ATC HAZARDS BY LOCATION 2. RISK CATEGORY PER Table 1604.5 II 3. EXPOSURE CATEGORY = "B" 4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG) 5. COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10: FIG 30.5-1 (ROOF) ZONE 1 b: +10/-21 psf ZONE 2a: +10/-37 psf ZONE 3a: +10/-55 psf (WALLS) ZONE 4b: +21 /-23 psf ZONE 5b: +21 /-27 psf GENERAL NOTES CONSTRUCTION TYPE: 5—B ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a C90-06b & C91-05 PECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL FLORIDAARESIDENTIAL CODE T FBCS R), 7-10 ( f BC 6th ed. 2017) FLORIDA BUILDING CODE ( "MANUAL OF STEEL CONSTR CTION LLO ABLE STRESS DESIGN , BY THE AME'RICAN INSTITUTE OF STEEL CONSTRUCTION, AIS� 13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT M TAL LATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. DESIGN : ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AC D ALL ACECOM N ING SL M T FLORIDA BUILDING CODEF �FEB�TC th ed. d E(2017) AND FLORIDA B ( ) ASCE 7-10 DEAD LOADS : UNIT WEIGHT OF SOIL, COMPACTED 120 PCF UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF UNIT WEIGHT OF 8 C.M.U. BLOCK 55 PSF 1ST FLOOR SUPERIMPOSED LOAD 20 PSF UNIT WEIGHT OF 2x4 PARTITION WALLS 11 PSF UNIT WEIGHT OF 2x6 BEARING WALLS 12 PSF BALCONIES & DECKS 15 PSF TILE ROOF TOP CHORD 15 PSF BOTTOM CHORD 10 PSF SHINGLE ROOF TOP CHORD 7 PSF BOTTOM CHORD 10 PSF FLOOR TRUSSES 15 PSF LIVE LOADS : SIDEWALK AND DRIVEWAY LOAD 250 PSF GARAGE LOADS : 40 PSF PARTITIONED ROOMS BALCONY AND DECKS 40 PSF 60 PSF—UNDER 100 sq. ft. STAIRWAYS AND LANDINGS 40 PSF SLEEPING ROOMS 30 PSF FLOOR TRUSS TOP CHORD MINIMUM 40 PSF ROOF TRUSS TOP CHORD MINI UM Wy 20 PSF 20 PSF (NON —CONCURRENT) BOTTOM CHORD ATTIC LIMITEDDSTORAGE) RAILING LOADS : ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ONANTHE RAILING. ALL RAILING D GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A LOAD OF ARD ATI THE DTOP OM THE GUOARDRAILD OFF 100NPLF VERTICALLY DOWNGUARDRAIL WITHSTAND TAWNPINIEOSSTEATEDOIZONALLADAPIED HRTIOMPLON 1SQ. FT. TAY ITHYM LEFT ELEVATION r n FRONT ELEVATION AREA'S COVERED CARPORT 36 COVERED FRONT PORCH 485 TOTAL AREA UNDER ROOF 521 S.F. SCOPE OF WORK: NEW PORCH COVER AND CARPORT THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS TO RESIST THE WIND LOADS INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR PERMANEWATER L YE ATTACCHED INTRUSION. HUTHE BODYDOORS HEINMATERIOARL BEINGS FASTENED ACCESSORIES USE #10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" QN CENTER, OR MASONRY ATTACHMENTS USE 3/16" X 1" EMBEDMENT "TITAN" OR "TAPCON" HEX HEAD MASONRY ANCHORS @ 12 ON CENTER. WINDOW AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND PRESSURE AND PROVIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS. CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED PROVIDE TEMPERED GLAZING IN ACCORDANCE WITH FBC FOR GLAZED, SLIDING, FIXED AND SWING DOORS. ALSO SHOWER ENCLOSURES AND ALL GLAZING WITH 24" OF ALL DO RS. ALL GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A.F.F. SHALL BE TEMPERED. (FBC R308.4) ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.7 SQ. FT. (MIN OPENING SIZES = 2'-0" X V-8", SILL @ 44" A.F.F. MAX) R302.6 DWELLING —GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS. NOTE: R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS. WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND AND OUTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN COMPLIANCE o _I r r r i 0' 10' 10' 10' ' 39' RIGHT ELEVATION hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 ENGINEER LICENCE T EXISTING STRUCTURE 2 REAR ELEVATION PARCEL: 11-26-21-0010-07200-0110 S P IVEY JAM ES 5732 13th STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE;813-469-2289 E-MAIL; dwsflpe@earthlink, net RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tam pab a y. rr. com FLOOR PLAN SHEET OF ELEVATIONS 1 of 4 SCALE DATE JOB NO, DO NOT SCALE 13 SEPT 2020 DESIGN/DRAWN CHECKED 2020-0814 R. GOLLHARDT D.W.S.,p.e. I C d DOUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT (TYPICAL EACH POST) CORRISIVE RESISTANT ?X10 PT FLOOR JOIST SPACED 24" O.C. MAX FASTEN 2X10 PT FLOOR JOIST TO DOUBLE 2X10 PT WOOD BEAM WITH SIMPSON LUS210 JOIST HANGER ATTACH PER MANUFACTURERS SPECS FL 10655.14 TYPICAL EACH END 1-4"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 ;EBAR REINF MAT. (3) CRISS—CROSS DOUBLE 2X10 PT WOOD BEAM FASTEN 2X10 PT FLOOR JOIST TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT (TYPICAL EACH POST) CORRISIVE RESISTANT JOIST PLAY 2X6 PT DECK BOARDS FASTEN TO 2X10 FLOOR JOIST WITH #10 DECK SCREWS (2) PER ATTACHMENT FASTEN 2X10 PT FLOOR JOIST TO DOUBLE 2X10 PT WOOD BEAM WITH SIMPSON LUS210 JOIST HANGER ATTACH PER MANUFACTURERS SPECS FL 10655.14 TYPICAL EACH END —5„ 7'-8„ 24' 77 _v I RONT A _V__'TAIL "i 6X6 PT POST DOUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT (TYPICAL EACH POST) CORRISIVE RESISTANT FASTEN 6X6 PT POST TO CONCRETE PIER WITH SIMPSON ABU66 POST BASE. TYPICAL EACH POST ATTACH PER MANUFACTURERS SPECS FL 10655.14 24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 REBAR REINF MAT. (3) CRISS—CROSS 2X6 PT DECK BOARDS FASTEN TO 2X10 FLOOR JOIST WITH #10 DECK SCREWS (2) PER ATTACHMENT FASTEN 2X10 PT FLOOR JOIST TO DOUBLE 2X10 PT WOOD BEAM WITH SIMPSON LUS210 JOIST HANGER ATTACH PER MANUFACTURERS SPECS FL 10655.14 6X6 POST STOPS AT DECK � TYPICAL EACH END �6X6 POST STOPS AT DECK —5 7'-8„ 2 4' REAR VI�'W DETAIL A -A 6X6 PT POST DOUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT (TYPICAL EACH POST) CORRISIVE RESISTANT FASTEN 6X6 PT POST TO CONCRETE PIER WITH SIMPSON ABU66 POST BASE. TYPICAL EACH POST ATTACH PER MANUFACTURERS SPECS FL 10655.14 24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 REBAR REINF MAT. (3) CRISS—CROSS r)T DECK BOARDS FASTEN TO 2X I FLOOR JOIST WITH )ECK SCREWS (2) PER ATTACHMENT X6 PT POST )UBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST TH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT YPICAL EACH POST) CORRISIVE RESISTANT FASTEN 6X6 PT POST TO CONCRETE PIER WITH SIMPSON ABU66 POST BASE. TYPICAL EACH POST ATTACH PER MANUFACTURERS SPECS FL 10655.14 24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 REBAR REINF MAT. (3) CRISS—CROSS vi-E171W DETAIL C hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 ENGINEER LICENCE ##53608 LVE S P IVEY JAM ES 5732 13th STREET ZEPHYRHILLS FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTDN DRIVE—DADE CITY, FLORIDA 33525 PHOND 813-469-2289 E-MAIL; dwsf 1pe@earth h nk, net RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay.rr.com PORCH FLOOR JOIST PLAN SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 13 SEPT 2020 CHECKED D.W.S.,P.e. SHEET OF 2 OF 4 JOB NO, 2020-0814 r FASTEN 2X6 LEDGER BOARD TO STRUCTURE WITH 16d COMMON N ATTACH WOOD TRUSS TO LEDGEF DOUBLE 2X8 WOOD BEAM �1' 601 1 1 g i UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS FLORIDA APPROVAL CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A 600 535 10 - 8d 10456.2 RT7A 670 565 10 - 8d X 1 1 /2" B H10A 1340 1015 18 -10d x 1 10 10456.2 RT16A 1380 1160 9-10d X 1 1/2% 8-10d MINIMUM 3" MEMBER REAL TXM ARE FOR ROOF LOADSOWNOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS USP CIA 7000C NOTE: DOUBLE FELT RECID ON ROOF PITCHES 3112 & LOWER. LOADS - ROOF = L / 360 FLOOR - L / 480 W/ 318" MAX DEFLECTION. DOUBLE 2X8 WOOD BEAM FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST r A f"`TrA 1 /l\/ A F_LP�' U/ NT VIE ff LEGEND H2.5A WOOD TRUSS TO DOUBLE 2X8 WOOD BEAM J H2.5A HURRICANE CLIP. ATTACH PER =RS SPECS FL 10456.2 C I 2' DLL ;AM SIDE 6X6 PT POST ENLARGED CIRCLE @ DETAIL D PT DECK BOARDS FASTEN TO 2X10 FLOOR JOIST WITH 3ECK SCREWS (2) PER ATTACHMENT )OUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST VITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT TYPICAL EACH POST) CORRISIVE RESISTANT =ASTEN 6X6 PT POST TO CONCRETE PIER WITH SIMPSON ABU66 POST BASE. TYPICAL EACH POST ATTACH PER MANUFACTURERS SPECS FL 10655.14 24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 REBAR REINF MAT. (3) CRISS—CROSS ENGINEERED WOOD TRUSSES BY OTHERS @ 24" O.C. MAX 26 GAGE R—PANEL OR RBR METAL ROOFING FASTEN TO SHEATHING TO BE 15/32" 4 PLY CDX OR 0S13 W/8d RING SHANK NAILS 6 O.C. 4 O.C. USE STEEL PLYCLIPS INSTALL METAL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC—R 905 FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST WITH (2) 1/2 1) THRU BOLTS WITH WASHERS AND NUT CORRISION RESISTANT (TYPICAL EACH POST) FASTEN 2X6 LEDGER BOARD TO EXISTING w STRUCTURE WITH 16d COMMON NAILS. ATTACH WOOD TRUSS TO LEDGER BOARD ,ell VIEW hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 FASTEN 2X6 LEDGER BOARD TO EXISTING STRUCTURE WITH 16d COMMON NAILS. ATTACH WOOF) TQI IQQ Tr) I E_nrE_o Dn A oF\ FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT rnPPiginN1 RFCIgTANIT (TYPI(-AI P-Aru POST) ENGINEER LICENCE #53608 ENLARGED CIRCLE @ DETAIL C OOD BEAM ENLARGED CIRCLE @ DETAIL B FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT CORRISION RESISTANT (TYPICAL EACH POST) 1 t' ENLARGED CIRCLE @ DETAIL A S P VEY JAM ES 5732 13th STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE —DARE CITY,FL❑RIDA 33525 PHONE; 813-469-2289 E-MAIL: dwsf 1pe@eo.rth l i nk, net DOUBLE 2X8 WOOD BEAM 6X6 PT POST RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhaTdt@tampabay.Tr.com TRUSS PLAN SHEET OF 3OF4 SCALE DATE JOB NO. DO NOT SCALE 13 SEPT 2020 DESIGN/DRAWN CHECKED 2020-0814 R. GOLLHARDT D.W.S.,p.e. I III -"AIL IJ-1 - T-i.1 r - CARPORT T L STANDARD 4' WIDE SNAP-N-LOCK COMPOSITE ROOF PANELS MAXINUM ALLOWABLE SPANS (DEFLECTION — 1 /80 MAX.) COMPOSITE PANEL SKINS SHALL BE OF ALUMINUM ALLOY 3105—H14/H25 (1.0#/C.F. E.P.S. FOAM) NOTE: 1. COMPOSITE PANEL SPAN TABLES ARE BASED ON FLORIDA PRODUCT APPROVAL NUMBER FL 7561 —R4 2. SPAN TABLES STATE 36" MAX. OVERHANG ON FRONT & 25% OF PANEL WIDTH @ SIDES (12" MAX. O.H. FRONT OVERHANG NOT TO EXCEED WHAT IS CALLED OUT ON THE ENGINEERED PLANS* CAC7C1\I -Fn CACr`IA Dfl W U 0 HOST CONNECTION #12 X5" SEAL WASHER HD TEK @ AALONG ENTIRE PERIMETER 3" CHANNEL OR 3" REQUIRED ALONG ALL PANEL EDGES RECEIVER6UTTER IS EXPOSED PERIMETER a• #10 TEK @ 12" O.C. TOP AND BOTTOM hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 STAGGERED COMPOSITE ROOF PANELS MIN SLGPE R 6 M'l N 8 5 'SEE' #14 S.M.S. (OR 1 /4" LAG) @ 12" O.C. ALONG ENTIRE PERIMETER (OR #10 S.M.S. 8" O.C.) W 1 " MIN WA HER 2" MIN. EMBED. IN WOOD 3" CHANNEL OR 3" RECEIVER GUTTER IS REQUIRED ALONG ALL EXPOSED PERIMETER PANEL EDGES #10 TEK @ 12" O.C. TOP AND BOTTOM 3"X3"X.093" ALUMINUM POST POST CONNECTION _LPA ]\\[E L S W(#�) =�� A N0�5E ROOF PT POST N�STAO M P T MFGRS SPECIFICATIONS FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT CORRISION RESISTANT (TYPICAL EACH POST) C01\\11\\1ECTI01\\[ S P IVEY JAM ES 5732 13th STREET ZEPHYRHILLS FLORIDA D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE:813-469-2289 E-MAIL: dwsflpe@eorthlink,net RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tampabay. rr. com CARPORT SCALE DO NOT SCALE DATE 13 SEPT 2020 SHEET OF 4 OF 4 JOB NO, ENGINEER LICENCE #53608 DESIGN/DRAWN R. GOLLHARDT CHECKED D.W.S.,p.e. 2020-0814