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1832 HICKORY LN - PORCH ADDITION DRAWINGS L out Paqe Table Label Title Comments 1 Cover Sheet 2 3D Views-Elevations Arnao Resd = Addition 3 Demo Plan 4 Floor Plan 5 Foundation Plan 6 Roof Plan Copyright 2017 Ber-Shell Inc. PROJECT LOCATION MAP These Drawings are not to be reproduced or copied in INDICATES PROJECT LOCATION any manor without the written permission of General Notes Sill ting&Roofing Electrical 1.All work performed shall comply with all applicable Local 1.Vapor Barrier shall be applied on all exterior walls.Install 1.Consult local Utility&Local codes for proper grounding Revisions and State Building codes,Ordinances and Regulations s per manufacturers requirements. requirements. and all other authorities having jurisdiction. 2,Al receptacles in Bathrooms,Kitchens,Garages or Date: 2.1 istall 15#,30#felt,Peel&Stick or other approved materials Outdoors shall be protected by a Ground fault interruption Date: 10/7/2016 2.Verify design loads with local Building codes and I nder all shingles or metal roof. system(GFI)and as noted on plans. Date: conditions.Refer to Structural Engineering for all structural details,specifications and notes. 3.f letal Roof attachment per manufacture specs. 3. These drawings are prepared for Design and Structural Here Date: reference only.The Electrical plan is intended to only suggest locations for fixtures,outlets and switches.Electrical, 3.The Building contractor is responsible for compliance to 4.1 lash all roof to wall conditions. Mechanical,Plumbing and other systems,if any are to be �i Drawn by designed,engineered and are the sole responsibility of others. 20 the code regardless of any missing or incomplete details RB 5.1 prayfoarn insulation may also be used in walls and on the liwT —Checked by or notes. t riderside of Roof sheathing and in Floors too.Consult the i istaller for R values and application uses. 4.Fireblocking shall be provided to cut off all concealed scale draft openings both vertically and horizontally and to form an effective Fire Barrier between stories and Date between a top story and the roof. 3/13/2017 Foundation Framing 1.Concrete to be 2500psi or greater comp.strength after 1.All Roof,Ledgers,Bearing walls to be#2 Cypress, N A 2 Southern yellow pine,or better. 28 days,reinforced with 6x6 10/10 VWVMI or fibermesh with 6 mil vapor barrier over a well compacted Termite DUVAL COUNTY treated fill. 2.All studs to be Southern yellow pine or approved equivalent. DESIGNATED FOR 2.Any fill placed within building shall be compacted to 95% 3. -raming Connectors to be Simpson or equivalent. WIND SPEED OF 130 MPH Pit max.dry density. 4. MI Exterior Headers/Beams or Ledgers refer to Structural (J) 3.Reinforcement steel bars to conform to current ASTIM En 3ineering. APPLICABLE CODE: 2014 5th Edition Square Footage Tabulation A615&AC 1318 Grade 40. 5. Engineer of Record's designs,schedules,charts,structural 2014 FLORIDA BUILDING CODE Front Porch/Deck Addition 162 M _J 2014 FLORIDA BUILDING CODE-RESIDENTIAL _J LL_ 4.Garage floor to have 6x6x6/6 WWM centered in slab. Jetails,ect.will supersede over any details supplied with 2014 FLORIDA BUILDING CODE-EXISTING BUILDING 2.-, - hese plans- Total Area 162 0 = 5.Grade shall be sloped away from slab perimeter minimum 2014 FLORIDA BUILDING CODE-PLUMBING _�e 0 Q of 8"for drainage. 2014 FLORIDA BUILDING CODE-MECHANICAL co 6. k1l Trusses shall be securely braced both during erection and 2011 NATIONAL ELECTRICAL CODE,NFPA 70 ifter permanent installation in accordance with BCSI 2008 2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 0 C14 6.Contractor shall be responsible for coordinating finished luidelines and Truss Engineering. 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION Total Enclosed or) floor elevations with flood zone requirements and local 2014 FLORIDA FIRE PREVENTION CODE,NFPA 1 M 00 codes. 9.All bracing members shall be 2X4 SPF or SP#2 or better,unless 2012 FLORIDA FIRE PREVENTION CODE,NFPA 101 r < noted otherwise by Truss Engineering or Structural Engineer. 11�) 7.Foundation types and designs may vary with the individual pertinent soil conditions on each lot. Total Area 162 8.Contractor to reinforce concrete footings and poured Design Info & Loads concrete walls as required for specific soil conditions or local codes,whichever,is more restrictive. Total =TL TD BIL BID Roof: 23 20 3 0 0 9.All design,revisions,engineering,installation and liability of Floor: 55 40 10 0 5 soil conditions and structural designs due to inadequate soils or landfill occurrences shall be the responsibility of K—Project Phase the Builder or it's subcontractors involved with the design Wind Load:ASCE7-110 per 2014 FBC and installation of such. Wind Speed: 130 mph ADDITION / REMODEL DESIGN 10.All interior bearing locations should be coordinated with Wind Exposure: C NO ANALYSIS OF THE EXISTING STRUCTURE the Truss manufacture&Structural EngineerAny Wind Pressure:Open HAS BEEN CONDUCTED AND NO RESPONSIBILITY additional Bearing required needs to be addressed to Wind Factor:2-Residential IS ASSUMED PERTAINING TO THE EXISTING the Building designer to be noted in the Foundation plan. Mean Roof Height:<30 STRUCTURE IN REGARDS TO IT'S STRUCTURAL Single Story: Unprotected, Unsprinkled STABILITY OR IT'S COMPLIANCE WITH PAST OR Z Occupancy Type Group: R-3 CURRENT BUILDING CODE REQUIREMENTS :� OR ACCEPTED PRACTICES. IN ADDITION, NO IS Construction Type:V-B RESPONSIBILITY IS ASSUMED IN REGARDS TO Pq 1Z "t This building is NOT located in the Wind-Borne THE ADDITION/REMODEL RECEIVING DAMAGE DUE -Z debris area.Window protection NOT required. TO FAILURE OF THE EXISTING STRUCTURE. 0 COD To the best of my knowledge these plans are drawn to comply with owner's and/or bL ilder's specifications and any changes made on them after prints are made will be done at the owner's and/or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not liable for errors once construction has begun.While every effort has been made in the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. Q� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Copyright 2017 . . .. . . . . . Ber-Shel Inc. These Drawings are not to be reproduced or copied in any manor without the written permission of . . . . . . . . Storm-Pruf/Ber Shell inc I T Date.- Date., Date: Date: URUU1__9 An rawn by RB Checked by EDO ED QL::)OEDM1_)=OEDDEDQL )QEDDEDUE :, ;4MAUMKC OL1100MOMEDO ODDE)ML scale RMPNWMIWMIY�� U RRMc-c L!:!j 1/8" = 1' Date 3/13/2017 L= L�p Wing .�h z J; #:= emling �idfng. Job# SP17-002 a) C: _J U_ V U) 0 Q _�e r 0 04 co 00 = r < X J_ Project Phase il_� Ell tin? L__J_ rz r Q? d or builders specifications and any changes made on them after prints are made will be done at the owner's and or builders expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not To the best of my knowledge these plans are drawn to comply with owner's an n mad in the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. 3 Copyright 2017 Ber-Shel Inc. These Drawings are not to be reproduced or copied in any manor without the written permission of Storm-Pruf/Ber-Shel Inc. Re isions Date., Date., Date., Date, Remove lap siding and window Drawn—by RB trim as needed where roof joist/ E Checked by roof ledger beam will attach to house. scale Entnj 51ab 1/411 = 11 Date 3/13/2017 Job# F SP17-002_,/ 302qFX LL 0 L) 5idewalk Q CO 0 C'4 M 00 r Remove existing5iClewalk as needed. �Project�Phase� 6 41- To the best of my knowledge these plans are drawn to comply with owner's and/ r builder's specifications and any changes made on them after prints are made will be done atthe owner's and or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-PrLrf/Ber-Shel Inc.is not liable for errors once construction has begun.While every effort has been made it the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. E4:1 Copyright 2017 Ber-Shel Inc. These Drawings are not to be reproduced or copied in any manor without the written permission of Storm-Pruf/Ber-Shel inc. Revisions Date: Date.- Date: Date: Dra n by B C�ecked by .< scale Existing 1/411 Entry 51ab Date zo 3/13/2017 Job SP17-002 Deck 5tep own a) CO --1 Existing 5idewalk 0 10"Post 10"Beam 10"Post 0 C 00 ;�e V \r4�=�, C Column Box Bases W 24"x24"x3F 13,-q 51b- Project Phase Vt .2r To the best of my knowledge these plans are drawn to comply with owner's and/or b Alders specifications and any changes made on them after prints are made will be done at the owner's and or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not liable for errors once construction has begun.While every effort has been made in th a preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. cc F- - — — — — — — — -- Copyright 2017 Ber-Shel Inc. These Drawings are not to be reproduced or copied in Deck flush with I- - — — — — — — — any manor without the written permission of Entry 51ab Storm-Pruf/Ber-Shel i c. A Revisions V Date: NA Date: — — — — — — — — Date: Date: Drawn by =+ RB Checked by scale z V 1/411 = 11 Date Existing 3/13/2017 F- - — — — — — — — - 5idewalk Job# SP17-002--) 6- Deck flush with L — — — — — — — — — Entry 51ab Brg Pads:5ee 5tructural 2- !J,4 q'-1 1 1/2"+/- J-K—2'� Brg Pads:5ee 5tructural Eng for details Eng for details X CU _I 0 CO 0 C14 co CU + 00 2xb Floor joist----' Existing 5idewalk @ 16"oc Beam-----)- 'Beam CO Project Phase 2- 2- Brg Pads:5ee 5tructural Eng for details Brg Pads: 5ee 5tructural Eng for details Details from Structural Engineer will override any details in this plan. R z A to 10 To the best of my knowledge these plans are drawn to comply with owner's and/0 builders specifications and any changes made on them after prints are made will be done atthe owner's and or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not n made in the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. 6 Copyright 2017 Ber-Shel Inc. These Drawings are not to Existing be reproduced or copied in Entry Slab �n Metal Roof Ledger Beam any manor without the written permission of Storm-Pruf/Ber-Shel inc. Revisions Date., 6--b 1/2" 2x&Rafters-Exposed Date: Date: rV Date: Drawn by RB Checked by le + sca Deck if T 5tep Own 1/411 = Date 3/13/2017 Existing 5idewalk Job# 10"Post 0 __SP17-00 Beam 5t '0"P Lill 1 11 Golumn Box Bases a) 24"Y24"x3b" —J LL 13,-q 5/6,, -0, 00 0 C.Y) 1 xb Roof decking Metal Roof with 2x5 Rafters peal and stick membrane Fi hi 0 ' Metal 7'1 otickitmembrane Flashing �flt peal a 'd exposed optional:Fascia Board 8'PL Hgt min. L d Ledger 10"Beam Phase� Projec�t 10" Constructio ��struc nj Co umn Box Base 5 1/2"step down fro Iff —-- —Fo5t anchor Main H use slab to 24- 4"x3(V —11 Entry 51ab Built on top of deck Deck flush with – entry slab % 0-Main Level q -01� 71 2x6 Floor Joist Brg Footer A 'w %0 To the best of my knowledge these plans are drawn to comply with owner's and/or )uilder's specifications and any changes made on them after prints are made will be done atthe owner's and or builder's expense and responsibility.The contractorshall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not o liable for errors once construction has begun.While every effort has been made in t ie preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.