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HomeMy WebLinkAbout5413 4 Stk r SOUTH EAST ELEVATION 1/411 11 01I SOUTH WEST ELEVATION 1/411 II 011 APPROVED PRODUCT LIST STATE OF FL, PRODUCT CATEGORY SUB CATEGORY MANUFA':TURER APPROVAL STRUCTURAL GOMPONET N}O SIMPSON FL 10456 ROOFING ,451=14ALT GAF SINGLES ALL FL 10124.1 ROOFING UNDERLA'I MENT GAF FL 10ro2ro.1 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION NORTH EAST ELEVATION 1/411 1 11 011 �I l l II II I ,i�I 11 I EXISTING GABLE ENC, II II li I I -/1 1 2X6 02 PINE COLLAR TIES rm S'O" ATEACH RAFTER NAILED AT EACH END WITH (8) 120 NAILS 2XS "2 PINE RIDGE SECURE RAFTERS TO BEAM WITH SIMPSON HIO CLIP, FILL NAIL HOLES WITH IODXI I/2" NAILS 12' 4" ROOF FRAMING PLAN 1/4.11 11 oil I 0 0 LL LL f' a 04 tV CIA PLACE FELT BETWEEN BEAM AND BLOCK WALL 2XIO 02 PINE BEAM BOLTED TO OUTSIDE FACE OF BLOCK WALL WITH (2) 1/2"X4" — EXPANSION BOLTS WITH WASHERS EXISTING 1/4"X4.5"X4.5" STEEL POST EMBED 1N I9"XI6"X4S" CONCRETE AT TWO LOCATIONS 04 `r � u� c1 M 0 // >Y O >0 J z V IJJ H ❑ N N W U) CV A � � uJ co m 00 u_ �O v N ao M r- a 12' OPLACE FELT BETWEEN BEAM AND BLOCK WALL 2XIO 02 PINE BEAM BOLTED TO OUTSIDE FACE OF BLOCK WALL WITH l2) I/2"X4" EXPANSION BOLTS- WITH WASHERS 0 m 2XIO «2 FINE BEAM ATTACHED TO r O —FACE OF OUTER 2XIO AND STAGGER , p m BOLT TOGETHER WITH 1/2" BOLTS 12" U N M T W OC, PLACE 1/4" FILLER IN CENTER z N YI Q AS NEtDED W LL z zZ3 o� LU EXISTING 4" 2500 PSI CDNCRETE SLAB ? d , Z WITH FIBER MESH OVER CLEAN COMPACT O 1— SOIL ""� —n' Itu 1- DBL 2XIO 02 PINE BEAM SET ON — TOP OF POST AND THRU BOLTED, SEE POST DETAIL N BEAM NOT REQUIRED AT THIS LOCATION N � N tll 121 411 If EXISTING PARTIAL FLOOR PLAN 1/4 11e I1 O THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" OF THE FLORIDA BUILDING CODE 2020 - EXISTING BUILDING '1TH EDITION ELECTRICAL PLAN 1/411 _ 11 0" T�L, 14ANSON 0OT, i HER WERE PRE tail ARE IN COM FLORIDA UI LOR DA 8 L FOR 139 MPH WIND 2020 BUILDING CODE ALL WORK SHALL COMPLY WITH CODES FLORIDA BUILDING COIJE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE R, n 9 Z021 CITY OF ZEPHYRHIL, PLAN EXAMINER i 44; ,W a LICEI�S Z. 38654 DE CftJZ 33526 AND SPECIFICATIONS [' MY DIRECT SUPERVISION 16, SECTION 1609 OF THE �2� TH EDITION AND ASCE '1-10 K CATEGORY It AND THE ENTIRE )ENTIAL l TH EDITION 00 � � o CV z a � z o PORCH AREA III SQ. FT, PG 1 OF 2 1 4 GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE 1THI EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION. T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: WAS APPLIED 'RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P,S,F. DEAD LOAD (TRUSS TOP CHORD) - 10 P,S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31, PER 2020 FLORIDA BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301.2.1..1. AND 2020 FLORIDA BUILDING CODE 1TH EDITION SECTION 1609 WIND DESIGN ASSUMPTIONS, BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT - LO ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/_ 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 6025 SOIL SEARING 4 COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A 3 -110.6 4 N/A 5 N/A +35.3l-41.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. T.L. RANSON; A REGISTERED, LICENSED; FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION ,SITE NOR PERFORMING ANY SOIL TESTING, T.L. HANSON SHALL NOT BE RESPONIS15LE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS E SLA5-ON-G5ZADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR "5 REBAR, 30" FOR 06 REBAR < 35" FOR 01 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOS:5r AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SE'BACKS. ELECTRICAL, PLUMBING d MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER w B 0 0 5i-011 5'-0II rt fil ROOF EDGE 3 O (./ O t/ 4 � RIDGE Q, �4 w 0 a 4<< O 2 (D17 (D (D N (D GABLE END '-O PARTIAL ROOF PLAN ZONE 1 6d RING SHANK NAILS AT 6" O.C. AT EDGE: Sd RING SHANK NAILS AT 6" O.C. INTERMEDIATE ZONES 2� 8d RING SHANK NAILS AT 6 O.G., 4" O.C. AT L'J ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF SHEATHING NAILING. THE CLIENT UNDERSTANDS THAT THE DESIGNER. CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING. OUT OF OR. RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR.. FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION NOT TO SCALE 2X10 02 PINE BEAM ATTACHED TO FACE OF OUTER 2X10 AND STAGGERED BOLTED TOGETHER WITH 1/2"— BOLTS 12" OC. PLACE 1/4" FILLER IN CENTER UP TO THE STEEL POST CURE RAFTERS TO BEAM -H SIMPSON HIO CLIP, FILL 41L HOLES WITH IODXI 1/2" AILS 2X4 SUB FASCIA WITH SOFFIT, FASCIA TO MATCH EXISTING HOUSE )ST EMBED IN XI8"X48" CONCRETE lI &II lI / It CUB" THRU SECTION DETAIL NOT TO SCALE FACE 1( (EW 2X10 02 PINE BEAM BOLTED TO OUTSIDE FACE OF BLOCK WALL WITH (2) 1/2"X4" EXPANSION BOLTS WITH WASHERS F EXISTING BLOCK WALL TOF OF POST NOT TO SCALE TOP VIEW BEAM 2X10 02 PINE BEAM ATTACHED TO FACE OF OUTER 2X10 AND STAGGERED BOLT TOGETHER WITH 1/2" BOLTS 12" OC, PLACE 1/4" FILLER IN CENTER AS NEEDED TOP OF POST NOTCH TO EXCEPT trrj BEAM LEAVING FRONT AND SIDE FACE OF STEEL TO SECURE BEAM T L,','HANSON*.E, LICE31 M, 38654 d BOX 1128 D,�DE CiTiC, IM 33526 I HER15 f � T9FY pAT tHE��- AND SPECIFICATIONS WERE PR .�4,'l� ia'�°MY DIRECT SUPERVISION ARE IN C ® UK" + 16, SECTION 160E OF THE FLORIDA BU aH EDITION AND ASCE 7-10 FOR 13S MPHW CATEGORY II AND THE ENTIRE 2020 BUILDING: CODE RESIDENTIAL 7 TH EDITION Ly 04 z 0 ❑ LL/ma�-yy J LL z ZLu U� Fn ON ❑ ❑ N I? W Z QLo d CM A Lu 7 00 V m ap LL LL r� O N co cy) M c- 0 cn + to © ,Ln �m m LULu W E� p Z Zz �� z m 4 J�j j Z3 zM cl l z Q 0 z- w OLZU 0 s N d) m m 1 (� � Cam! mm Z 6 i z Q FOR` ii"'I' AREA FlG 2OF2