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346 8TH ST DWGSDESIGN SPECIFICATIONS GENERAL NOTES 8 CONSTRUCTION SPECIFICATIONS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF ROOF LOADING (cd=1.25) TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE PRESSURES DOOR (PSF) 1 CAR U GARAGE +22.9 DOOR -28.8 (8'x7') p 2 CAR GARAGE +21.8 DOOR -213.9 (16'x7') m FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/16", 24/16, AI'A RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. BOTTOM CHORD LIVE LOAD 10 psf STUCCO FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL BOTTOM CHORD DEAD LOAD 5 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE STUDS ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION MASONRY SPECIFICATIONS: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FCR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. WIND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. CONCRETE MASONRY UNITS (CM MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHAL_ MEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR -- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT BASIC WIND SPEED (ASCE 7-10) ------------ INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MEAN ROOF HEIGHT ----------------------- 15.0 FT k a 7k k°lz BE A MINIMUM OF 6". MATCH )z ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING �' ; a a CLAY MASONRY (BRICK) ---' BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. BUILDING CATEGORY ----------------------- II a EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C a� DENOTES EDGE STRIP. CONCRETE SPECIFICATIONS: ENCLOSURE CLASSIFICATION -----------------ENCLOSED o ;---- SEE C & C CHART ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 18 AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. INTERNAL PRESSURE COEFFICIENT -------------- + ABOVE FOR a DIMENSION MATERIAL SPECIFICATIONS I GENERAL NOTES: ,r �f FOOTING AND FOUNDATIONS: a FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS HARDWARE AND ANCHORS:cl);---- ----; RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 'raf 7r aIr WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) EXTERIOR SHALL fsE GALVANIZED. SCOPE OF SERVICE RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR CONCRETE SLABS ON GRADE: SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY (DUAL CARTRIDGE INSTALLATION ONLY): OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR EPDXY: ITW RED HEAD A7 THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT PREVENTION OF SUBTERRANEAN TERMITES. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. DOCUMENTS. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVI°DE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. METHODS. LIMITS OF rTe?UCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS :I'ECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER RE SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED S THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLFT, WOOD FRAMING SPECIFICATIONS: MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHFOLLOWLS, WALL FRAMING AND REQUIRED SHEATHIN AND ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACID OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT PRESERVATIVE IS USED, ALL ATTACI iED FASTENERS SHALL BE STAINLESS STEEL. SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY PRE-ENGINEERED WOOD TRUSSES: ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. SIMPSON CONNECTORS WOOD FASTENING SCHE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL TYPE CONNECTOR SYP SPF FASTENERS FL# CODE ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL -GUN NAILS @ 12" STAG. DESIGNATES SHEARWALL. THE A35 450 450 12-8dx1'/2" 10446.4 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS _ HIDDEN LINE DESIGNATES SIDE OF 2 2x8-1/2 HEADER SIZE, JACK AND / WALL THE SHEARWALL SHEATHING ( ) KING STUD QUANTITY. H2.5T 600 520 5-8d EA. END 11478.3 -------------- DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS SW 3"/ 6" TO BE APPLIED. 8d @ 3/6 H8 620 530 5-10dx1 /2" EA. END 11470.3 DESIGNATES 8d COMMONS @ 3" RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" O.C. EDGE & 6" O.C. "IN THE MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 FIELD" HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ - ADJACENT LG - Long 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (12-16d) 3 -GUN NAILS BM - BEAM MANUF - Manufacture HTT4 3480 3080 5 11496.2 RAFTER TO PLATE TOE NAIL (3 -8d)3 -GUN NAILS BOT - BOTTOM MONO - Monolithic 1-/8"� ROD TO FTG. BRG - BEARING OC - On Center 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL ( -10d) 4 -GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board HTT5 5250 4670 11496.2 DBL - DOUBLE PERP - Perpendicular 1-5/8"0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL ( -16d) 3 -GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EA - EACH PSF - Pounds per Square Foot LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL( -16d) 4 -GUN NAILS EQ - EQUAL QT - Quick Tie HU410 905 785 10531.36 EXT - EXTERIOR REINF - Reinforce 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d (9 16") GUN NAIL @ 8" FBC - FLORIDA BUILDING CODE SF - Square Foot OFFICE COPY ABU44 2200 5/8 "0 ROD w/ 12-16d 10849.6 FDN FOUNDATION SPF -Spruce Pine Fur lr FT - FOOT SYP - Southern Yellow Pine ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG FOOTING THRU - Through SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"4.131"o = GUN NAILS 2"x0.11 "O = RINK SHANK HDR - HEADER TYP - Typical 2x0.113»O = 6d 21/2x0.131"O = 8d HORI/ - HORIZONTAL UON - Unless Otherwise Noted REVIEWED FOR CODI::.�E C0*WkPLIl►NCZ 10-16d TO STUD/BEAM/POST „ LBS - POUNDS VERT - Vertical CITY OF ATLANTIC BEACH LTT20B 1675 1675 11496.3 3 x0.148 O = 10d 31/2 x0.162 O = 16d WWF - Welded Wire Fabric SEE PERMITS FOR ADDITIONAL 1-1/2"0 ROD TO FTG. 1'/2 "x0.148"0 = 10dx1'/2 " 1'/2 "x0.131 "O = 8dx11/2 " REQUIREMENTS AND CONDITIONS 2d/ LSTA12 805 695 10-10d 13872.5 REVIEWED BY: DATE: 5�1 LC:S16 1705 1705 13-8d 10852.1 Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CO\TACT U�'XITH YOU[', COMMENT, �C01\IMINTS C 1,I'-A.Ch9 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO h ASSOCIATES PRIOR 10 MAKING ANY STRUCTURAL. FIR 1) MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIE ..D ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONl1GO h ASSOCIATES MAY RESULT IN ADDITIONAL_ ENGINEERING OR INSPECTION FEES. r- W I J U tL w U p w � w � m Q001= O�� Q Q DESIGN CRITERIA 8 WOOD DETAILS L NOT SCALE DIMENSIONS FRC1M E DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THF E.O.R. PLAN NAME AHO -GAY ADDITION D1 SIGN/DRAWN/CHECKLD CS JB / LAP DATE 01.22.18 CONTROL NO. TRUSS ID. LPA NO. AURO-18-00057 STILET SO.0 SHEET 1 0E 5 ROOF RAFTER AND CEILING JOISTS PER TYPICAL WALL FRAMING NOTE: DETAIL 9/SO.2. 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. ROOF SHEATHING, SEE SPECS / 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR TYPICAL DOUBLE TOP q ,I SIMPSON H2.5T @ PLATE SPLICE II BEARING ELEVATION, U.O.N. ON �i EACH RAFTER (TYP.). PLAN. '-0" MIN. SPLICE LENGTH SYP#2 DBL. II 16 0.131x3" NAILS TYPICAL TOP PLATE NAILING: # 'I SIMPSON H2.5T / ( ) FASTEN ALL TOP PLATES TOP PLATE liVENLY SPACED li @ 32 O.C. TYPICAL STUD NAI ING: 0.131x3 END NAILS: TOGETHER w/ (3) ROWS I, (2) @ 2x , (4) @ 2x8. TYPICAL HEADER NAILING: 0.131X3" TOE NAILS OF .131x3 @ 12" O.C. , (3) @ 2x6 BLOCKING AT ALL 2X6, 2x8 = (5) NAILS STAGGERED. I; SHEATHING JOINTS: 9" LVL, 11" LVL, 2x10, 2x12 = (7) NAILS 2x4 FLAT WISE. SYP#2 DBL. SYP#2 HEADER, 4'- 0 MIN. TOP PLATE. PER PLANS. II FASTEN EACH END ++--- II FASTEN ROOF TR JSS ___--__- --___TT II WITH 2-10d TOENAILS. I I w/ UPLIFT C N N. ---- ------ FTS I I I� ONLY REQUIRED AT r LONG ENOUGH TO I Fly ! l I SHEATHING JOINTS ENGAGE STUDS. II FOR EXTERIOR WALLS { AND SHEARWALLS _ _I� � j ----------- - WALL SHEATHING I' TYPICAL WALL FRAMING AND I I I I f ANCHORAGE PER I CONSTRUCTION SPECS. ------- ---- --- I I. WALL SHE ATHING. ------------------ CS16 @ 32" O.C. (MIN. 11 NAILSIIDROPPED HEAD. EACH END) �;� \ip- HIGH SIDE OF \A/All ! I FASTEN BEAMS TO IS A SHEARWALL, INSTALL PIER PER 5/SO.2 DBL. 2x BLOCKING IN ISI IF HIGH SIDE OF WALL IS FIRST (2) STUDS SPACES A SHEARWALL, FASTEN j (2) MSTA36 AT INSIDE FACE OF SHEARWALL OR JACK AND KING STUDS ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM FASTENER E.E. 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" 6'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS 8'-4" TOE NAILS (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS 5 12'-0" (1)A34 (3)2x6 SYP #2 (2)A35 + (6)12d TOE NAILS II I r I BEND AROUND ENDS AT PER HEADER SCHEDULE. NON-SHEARWALL. ROUGH OPENING, PER PLAN TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: GRADE OR CONC. P.T. SYP#2 SILL PLATES. (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. SLAB, SEE PLAN. � SOLE PLATE. Cjf o 00 v OFF -GRADE FRAMING • �\ 1 6d COMMONS \ @ 8" O. C. 1. USE SPF#2 OR BETTER FOR ALL WALLS. 10 3' LR. „d x 20"w 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 3. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 1 TYP. WALL SECTIONS 2 TYP. W ALL SECTIONS S0.1 S0.1 SCALE: 3/4)) = 1'-0" 2x4 BLOCKING WINDOW SILL SCHEDULE SYP#2 (2)12d TOE @24" O.C. FASTEN HEADER, NAILS E.E. H2.5T EACH END w/3 -10d ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS PER PLAN OPENING (MIN) TOENAILS END FASTENER BOUNDARY OF RATED SHEATHING, STUD BELOW SEE GENERAL NOTES. 4-10d SHEATHING LOWER TOP PLATE AT BREAK COVER LAP DOUBLE COMMONS EXAMPLE OF PANEL TOP PLATES SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN EDGE w/ BLOCKING WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. ORTHOGONAL VIEW WALL INTERSECTION HEAD OR SILL WHERE REQUIRED BY CONDITIONS GENERAL NOTES. OF CORNER PLATES SEE -' KING & JACKSCHEDULE STUDS SEE PLAN � •_ • •_ � � � � . • ROUGH OPN'G, SEE ARCH. NAIL SPACING AT SUPPORTED EDGES, (6)12d TOE NAILS GENERAL NOTES TOP & BOT. -74Li 2x- SPF T&B w/ CORNER WALL INTERSECTION A 12d @ 8" O.C. EXAMPLE OF UNSUPPORTED CONDITIONS CONDITIONS 0 KING & - (TYP) (UNBLOCKED) PANEL EDGE JACKS I: — iii SHEATHING (TYPICAL) NOTE OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS POR PLAN A � I� CONT. AT 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL SIMPSON LTP4 ON Q — I GIRT/VERT NAILING TO INTERMEDIATE 3. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE JOINT. INSIDE FACE, IF NO SUPPORT IS 6" O.C. MAX. 2x SPF RIPPED ROOF OPTIONS ARE SHOWN JACK STUD (UON) TRUSSES, OR TO FIT ARCH. FLOOR JOISTS. BOX BEAM BETWEEN WINDOWS DEPTH REQ'D, IN TWO STORY FRAMING SECTION A -A FRAMED WALL CORNER AND 3 WINDOW HEAD AND SILL FRAMING 4 SHEATHI G NAILING DETAIL 5 INTERSECTIONS STUDS CONFIGURATIONS 50.1 S0.1 SCALE: 3/4" = 1'-0" S0.1 2x4 BLOCKING POST BASE: 6x6 POST: ABU66 H2.5T @ [ 4-12d TOE NAILS ROOF 1#5 CONT. OUTLOOKER (2 EA. SIDE) SHEATHING. SLAB ON PORCH. POST PER _.._ ,__ ,_.__r, GRADE, SLAB PLAN. SEE PLAN. 4-12d TOE NAILS EACH TRUSS/JOIST H2.5T @ 5/8" ROD THICKENED EDGE 32 O.C. EPO/IED 6" MIN w/ 1-#5 CONI WALL FRAMING, SEE PLAN. 6 OUTRIGGERS AT RAKED WALL POST TO FOUNDATION CONNECTION 8 THICKENED SLAB EDGE OFFICE COPY S0.1 SCALE: 3/4" = 1'-0" 501 SCALE: 3/4" = 1'-0" �01 SCALE: 3/4" = 1'-0" Lou Ponti-o and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CO\TACT US WITH YOUR CO?IME,NTS C0111,MENTS 11 I.P-A.COM REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PON"ITGO & ASSOCIATES MAY RESULT IN ADDITIONAL FNGINFFRING OR INSPECTION FEES. W J U � z w = �no,Q www � m UOC)LD ZJ �T O Q Q GENERAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME AHO—GAY ADDITION DESIGN/DRAWN/CHECKED CS / JB / LAP DATE 01.22.18 CONTROL NO. -1,RUSS ID. LPA NO. AURO-18-00057 SHEET so.] SHEET 2 OF rj /2 " 2 PLY - =N (3) ROWS 12d BEAM. AT 12" O.C. 3 PLY BEAM. ° N EA. SIDE. 2x4 MEMBERS: ° (1) ROW OF 10d ZNAILS @ 4" O.C. (4) ROWS 12d ° IL AT 12" O.C. ° 2x6 MEMBERS: EA. SIDE. o(2) ROW OF 1 O NAILS © 4" O.C. STAGGERED 2 & 3 PLY BEAMS 2x4 OR 2x6 POST NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING 2x12 P.T. PLATE BEAM, (2)HTSM16 STRAPS EA. SEE PLAN END OF EA. BEAM (TYP) 2—MSTAM24 2x12 P.T. STRAPS EACH PLATE END OF BEAM -- 2x12 P. I. PLAIL 12" CMU PIER 3 -BEAMS EDGE 2—MSTAM24 STRAPS EACH END OF BEAM 2x12 P.T. PLATE BEAM TO PIER CONNECTION SCALE: 3/4" = 1'-0" 12"x12" CMU PILASTER PIER w/ 4—#c DOWEL`. 2—#5 DOWEL BAR EMBEDDED 9" INT FOOTING w/ 10" HOOK`. (2)HTSM16 STRAPS EA. END OF EA. BEAM (TYP.) \_BEAM, SEE PLAN 12" CMU PIER 12" CMU PIER BEAM, SEE PLAN 2—MSTAM24 STRAPS EACH END OF BEAM 3—#5 EA. DIRECTIO BOTTOM (TYP. WALL FRAMING 16d COMMONS © 8" O.C. WALL SHEATHING CONTINUOUS FROM BOTTOM OF BEAM PAST FLOOR SHEATHING BEAM, SEE PLAN 2x4 SYP#2 LEDGER w/ 10d COMMONS @ 6" 0. C. JOIST TO BEAM CONNECTION: 8-10d TOENAILS (4 EACH SIDE TYPICAL) FLOOR SHEATHING, //—SEE SPECIFICATIONS �2 FLOOR JOIST PERPENDICU SO.2 SCALE: 3/4" = 1'-0" —SIMPSON H2.5T. FLOOR JOIST IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS C STRAIN KING POST TO POST BELOW WITH CS16 STRAP WHEN FULL HEIGHT ANCHORS ARE NOT USED R TO FLOOR BEAM C 0 ■ STRAP KING PI POST BELOW WIT' STRAP WHEN FULL HLIUH I ANCHORS ARE NOT USED JOIST TO BEAM CONNECTION: 7-10d TOENAILS (4 EACH SIDE TYPICAL) FLOOR SHEATHING, SEE SPECIFICATIONS 2x4 SYP#2 LEDGER w/ 10d COMMONS @ 6" O.C. FLOOR JOIST PERPENDICULAR TO FLOOR BEAM SCALE: 3/4" = 1'-0" HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT B SEE PLAN C (1)MST 124 STRAP WHEN 6 HEADER TIE OWN 'OTED SO.2 J THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ROOF SHEATHING, SEE GENERAL SPECIFICATIONS N SO.0. 2x8 SYP#2 RAFTERS. RIDGE BEAM PER PLAN. HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA24 @ 32" O.C. B SEE PLAN C (1)MSTA24 STRAP FASTEN RAFTER TO RIDGE w/(4)12d TOENAILS. ° 12 0 ° ° o ° °° ° ° 5 o ° SOLID BLOCKING BETWEEN JOIST. 2x6 SYP#2 CEILING JOIST. (CEILING ° ° ° JOIST FASTENED TO OPPOSITE SIDES °o OF RAFTERS FROM ONE ANOTHER) o (8)12d FACENAILS EACH SIDE OF CEILING JOIST. CUT RAFTER OVERHANG TO MATCH EXISTING OVERHANG DEPTH. TYPICAL MASONRY PIER 9 CONVENTIONAL VAULTED ROOF SCALE: I.T.S. SO.2) SCALE: N.T.S. 3 12 STRAP CEILING JOIST TO TOP PLATE w/ H2.5T AND (2)12d TOENAILS. STRAP TOP PLATE TO STUDS w/H2.5T @ 32" O.C. 0 o 0 0 ° 0 0 WALL FRAMING WALL SHEATHING CONTINUOUS FROM BOTTOM OF BEAM PAST FLOOR SHEATHING T1-11 SHEATHING, FASTEN w/ 0.113x2" RING SHANK NAILS C9 6" O.0 & 6" O.0 2x12 SYP#2 L FASTEN TO ROOF FRAMING w/ 4-3/6"x4" LAG SCREWS AT EACH f OVERFRAME RAFTERS, SEE 16d COMMONS @ 8" 0. C. FLOOR SHEATHING, SEE SPECIFICATIONS -----" FLOOR BEAM, JOIST SEE PLAN FULL DEPTH BLOCKING @J 48" O.C. FLOOR JOIST PARALLEL TO FLOOR BEAM SCALE: 3/4" = 1'-0" PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 2x6 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 2-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER 8d COMMON NAILS AT 3" O.C.(TYP) -ROOF SHEATHING SIMPSON H3 w/ 10-8d COMMONS NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. EXISTING ROOF MEMBER. 7 OVERFRAME RAFTERS w/ TWO LEDGERS C1 A Lou PontiBo and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 COSTACT US'XITH YOUR CO,IMENTS C0111!v1ENTS � LP-A.CO>Vl FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U LL T w�w � m Q~ T UUJI I= zQ �Q T rnF Q Q GENERAL DETAILS DO NOT SCALE DIMFNSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THF F.O.R PLAN NAME AHO—GAY ADDITION DESIGN/DRAWN/CHECKED CS / JB / LAP DATE 01.22.18 CONTROL NO. TRUSS ID. LPA NO. AURO-18-00057 SI-1CCI S(�.2 SHEET 3 of 5 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINEE) BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEW 12"x12"CMU PILASTER w/4-#5 DOWELS (TYP.). 8 50.1 STRAP BEAMS TO PIER PER DETAIL 5/SO.2. f11'-0" f8' -O„ NEW 36"x36"x16" DEEP CONCRETE FOOTING w/ 3—#5 EACH DIRECTION BOT FOM (TYP.). 0 I 00 0 F T 7 T � s0.2 0 FOUNDATIONPLAN 2 S0.2 (3)2x12 SYP#2 Cn 3 l I N I :2SYP#2, (3) S ^4- N 2x8 SYP#2 @ 24" O.C. i N CN r (3)2x12 SYP#2 EXISTING STRUCTURE TO N REMAIN AS IS U.O.N. 2 NEW 12"x12"CMU So.2 [n PILASTER w/2-#5 N DOWELS (TYP.). `- x _ j N SIM. to 4 I" S0.2 SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY OONVL-YS STRUCTURAL INFO. RI I_ATED TO THE FOUNDATION. FOR GENERAL FEATIRES, DIMENSIONS, CONDUITS, I I_ECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SMILE BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ISTD C 1557. U STRAP BEAMS TO PIER PER DETAIL 5/SO.2. BEAM CANTILEVERS. (3)2x12 SYP#2 2x8 SYP#2 @ 24" O.C. - � , `%fly' f '• J- ` ' i / � R @ LANDING. / MIN. 2x8 LEDGE FASTEN w/ 3-10d & 2-Y4"x4Y2" / (3)2x12 SYP#2 "ff. SDS SCREWS @24" O.C. BEAM CANTILEVERS. (3)2x12 SYP#2 EXISTING STRUCTURE TO REMAIN AS IS U.O.N. -� r r- , j 3 BEAM CANTILEVERS. SO.2 �f i i J/ i 2x8 SYP#2 @ 24" O.C.,;�;.ii/ (3)2��1 2 SYr#2 2 S0.2 SIM. BEAM CANTILEVERS. FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 1. FASTEN ALL BEAMS PLIES PER DETAIL 1 /SO.2. 2. ALL FLOOR BEAM AND JOISTS SHALL BE SYP#2 P.T. SYMBOLS LEGEND i DESIGNATES SHEARWALL. -PIE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ 61 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PSUPPORTAHE/DERG STUDS NEEDED BEAM OR TRUSS, SEE PLAN WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 10'-0" 2x4 SPF#2 0 16" O.C. MAX INTERIOR 12'-0" 2x6 SPF#2 CS 16" O.C. s[ MAX 2x4 SPF#2 0 12" O.C. STUD NDTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S0.1 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS, 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 1 /SO.2 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2 /SO.1 i Lou POnti3O and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CO\TACT US WITH YOUr CO,t1NENT> C0111MFNTS 0J - A. C 0 1 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU POFIGO b ASSOCIATES PRI N OR 10 MAKING ANY STRUCTURAI FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION AND FLOOR FRAMING PLAN INOT SCALE DIMENSIONS FROM ,TH"' N DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR. PLAN NAME AHO—GAY ADDITION DESIGN/DRAWN/CH ECKED CS / JB / LAP DATE 01.22.18 CONTROL NO. I RUSS ID. LPA NO. AURO-18-00057 SHLLT S1.0 SHEET 4 OFrj INFORMATION SHOW11 ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. (2)CS16 @ BASE OF STUDS. J U J O Q cD LI1 ©Q LL_z a-C) Co CD J x Q �m (2)CS16 @ BASE OF STUDS. STRAP WALL PER DETAIL 1/S0.1. (2)2x6-1/1 (2)2x8-1/2 ,I HEADER PER TAIL 6/c_0.2. I � O I. I 00 -- CV L4 0171) STRAP HEADER PER _-- DETAIL 6/S0.2 (2)2x8-1/2(2�2x.8�-1� � J STRAP WALL PER DETAIL ' S0.1. NEW STUDS TO EXISTING w/ 16d @ 16" O.C. STRAP JACK STUDS l ////- TO BELOW w/ / 2—CS16 EA. END. N STRAP HEADER PER DETAIL 6/SO.2. I J i J tt/ LTC-)) Cl WALL FRAMING PLAN SCALE: 1/4" = 1'-0" EXISTING STRUCTURE TO REMAIN AS IS U.O.N. 1` 'NEW STUDS TO EXISTING w/ 16d `�.. @ 16" O.C. NEW MIN. 2x1 SYP#2 OUTLOOKERS @ ;14" O.C. SEE DETAIL 7/S0.1. NEW (2)2x6 "PF#2 POST. STRAP TOP w/ HTS1(, AND BOTTOM w/ CS16. NEW 2x8 SYP#2 ROOF RAFTERS @ / ROOF RAFTER NOTES: STRAPPING NOTES ROOF FRAMING PLAN SCALE: 1/4" = V-0" SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OI WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® 8 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2xB-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- I BEAM OR TRUSS, SEE PLAN WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 0 16" O.C. p MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. pr � MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 110'-1 TO 4 ' —0" 2x6 SPF#2 ®16" O.C. INTERIOR 1MA� 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. Qf MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S0.1 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET S0.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 1/SO.2 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2 /SO.1 OFFICE COPY LOU Pontigo in(] Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CO,ATACT US WITH YOUR CO,biMENT) COI1I TENTS naLP-A.CON1 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL. CONTACT LOU PONT'IGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELO MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PON 11G0 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U w r a ° t. , d eJ� , w U p REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL. CONTACT LOU PONT'IGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELO MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PON 11G0 a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U tL w U p w� w � m Q00t= T U Orn� Q Q WALL AND ROOF FRAMING PLAN DO NOS. IFT SCALE C)IMENSIONS FRDM THESE DRAWINGA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NkkMF AHO—GAY ADDITION DES IGN/DRAWN/CHECKLI) CS / JB / LAP DATE 01.22.18 CONTROL NO. IRUSSID. LPA NO. AURO-18-00057 SH LLT S2.0 SHEET 5 OF 5 i :;;ate: 12-21-1i - G:75 #2 F ro j act # 51-7-0-4.4 011 5, 111C ,MMUNITY DEVELOPMENT pppROVED • PKA^INS INPEX SHEET DESCRIPTION ARGH ITEGTURRL AO.O COVER SHEET A1.1 ARCHITECTURAL 517E PLAN ,42.0 FOUNDATION PERIMETER PLAN A2.1 EXI971NG FLOOR PLAN 142.2 NEW FLOOR PLAN ft2.3 EXISTING &NEW ROOF PLAN A3.1 LEFT AND REAR ELEVAr10N5 - EXI5TIN6 &NEW R3.2 RIGHT AND FRONT ELEVATIONS - EXI5TIN6 &NEW AD.1 WINDOW FLASHING DETAILS AD.2 DOOR FLASHING DETAILS & iYP WALL SECTION P.D.3 TYPICAL ROOFING DETAILS E1.1 MAW FLOOR ELECTRICAL PLAN ALTERATION LEVEL 2 5ECTION 504 ALTERATION -LEVEL 2 504.1 Scone. Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment. 504.2 Application. Level 2 alterations shall comply with the provisions of Chapter 7 for Level 1 alterations as well as the provisions of Chapter 8, CHAPTER 8 ALTERA T!ON5 -LEVEL 2 5ECTION 801, CENERAL 801.1 Scope. Level 2 alterations as described n Section 504 shall comply with the requirernent5 of this chapter. Exception: Buildings in which the reconfiguration 15 exclusively the result of compliance with the accessibility requirements of Section 705.15hal! be perm1zt-.n to comply with Chapter 7, 801,2 Alteration Level 1 compliance. In addition to the requiremert5 of thio chapter, all wor: Shall comply with the requirerr,ent5 of Chapter 7. 801.3 Compliance. All new construction elements, components, sv5tem,�, grid 5pace5 ohal! comply with the requirements of the Florida Building Code, 5uilding, Exceptions: 1. Windows may be added without requiring compliance with the light and ventilation requirements of the Florida building Code, 5ui0ing. 2. Newly installed electrical equ,pmeri• Shatlmply with the requirements of Section 808, 3. The length of dead-end corridore in rev: j con5trycted Spaces shall only be required to comply with the provisions of Section 805.6. Asw - 4. The minimurr, ceiling he'ght of the newly created habitable and occupiable Spaces and corridors 5ha11 be 7 feet (2134 mm), PROJECT: LOCATION: JURISDICTION: APPLICABLE CODE5: BUILDING PLUMBING MECHANICAL ELECTRICAL PRODUCT: OCCUPANCY CLA551FICATION: BASIC WIND SPEED: (PER 8301.2(4)) CON5TRUCTION TYPE: ALLOWABLE HEIGHT & BUILDING AREAS: (FSC Table 503) HEIGHT: max. no. of feet max. no. of Stories AREA: one story & multistory/floor (Project Name) Duval County, Florida Duval County 2,017 - 6th Edition - FL RESIDENTIAL CODE (BUILDING) 2017 - 6th Edition - FL PLUMBING CODE (DUILDING) 2017 - 6th Edition - FL MECHANICAL CODE (BUILDING) 2014 - NATIONAL ELECTRICAL CODE SINGLE FAMILY RESIDENCE (FBG 310) KE51DENTIAL - R3 (RDC) 130 MPH WIND SPEED (FBG) 602- TYPE V5 ALLOWED 35 feet max. 3 -story max. UNLIMITED REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: v �o �o �7!2N L �m 0 N ,1) 4.3 z 7 0 nW VJ' 4� lel ul s v 40 4" to Sk;y!ac Design Contact@9kyMact7es ign.com '74x5 5aundersville Ct. Jacksonville, Florida 52244 Phone: 904 '777 6556 Q w N I --jN v �o �o �7!2N L �m ,1) 4.3 7 0 nW VJ' 4� lel ul s v 40 4" -0 Sk;y!ac Design Contact@9kyMact7es ign.com '74x5 5aundersville Ct. Jacksonville, Florida 52244 Phone: 904 '777 6556 PROJECT # 517-044 DRAWN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG COVER 5HEET APPITION SHOT # LOT CC\/FmRASFw O TOTAL LOT 5Q FT = 6,540 (6,455 FER TAX ROLL) N 50% MAX = 5,270 MAX 50 FT N EXI5TING NEW TOTAL 5Q.FT. FOOTFRINT OF HOME 1,001 - 1,001 50,FT. TOTAL A/C BUILDING 1,001 - 1,001 50.FT, DETACHED GARAGE (DEMO) 259 - 59 - 50.FT, COVERED FORCH (DEMO) 94 -94 - 50.FT, NEW SHED - 140 140 50.FT, TOTAL BUILDING 1,554 60 1,414 50.FT, DRIVEWAY 5TRIF5 540 - 540 50.FT, A/C FAD 9 - 9 50.FT. TOTAL IMFERVIOU5 AREA 1,705 60 1,763 5Q.FT, TOTAL LOT COVERAGE 50 FT =1,765 5Q FT TOTAL 15% BUILDING LOT COVERAGE: � 3C TOTAL 27% IMFEKMIADLE LOT COVERAGE EXI5TING DECKING 147 - 147 5Q.FT. L( /2" FI P NO ID a) E3. C. REVISION BP#�/R--QD1 DATE_5-7,,J-2-t�J 2v! SIGNED PROJECT # 517.044 DRAWN: MAB, KLG PROD MGR: MAB, KLG CHECKED: MAB, KLG ARCHITECTURAL 51TE PLAN 5CALE =1" =10'-0" A PPITION SHEET # X1. 1 O N N v m . �C Q o Q3 •— 0 N N } � -1 s= O 0 � 3C m U-3 Q N O � l{1 O 7 tL0 �s t6 Q4-1 v Q s 4A ffl d0 .- O W � ac Design Contact@SkyMacDe5 ign.com '1495 5aunder5ville Ct. Jacksonville, Florida 52244 Phone: 904 71"1 6556 PROJECT # 517.044 DRAWN: MAB, KLG PROD MGR: MAB, KLG CHECKED: MAB, KLG ARCHITECTURAL 51TE PLAN 5CALE =1" =10'-0" A PPITION SHEET # X1. 1 O N N v m . �C Q o Q3 •— �L } � -1 s= O 0 � 3C m N O � 7 tL0 �s t6 Q4-1 v � s 4A v d0 .- O ac Design Contact@SkyMacDe5 ign.com '1495 5aunder5ville Ct. Jacksonville, Florida 52244 Phone: 904 71"1 6556 PROJECT # 517.044 DRAWN: MAB, KLG PROD MGR: MAB, KLG CHECKED: MAB, KLG ARCHITECTURAL 51TE PLAN 5CALE =1" =10'-0" A PPITION SHEET # X1. 1 LOT CC\/EvRASFm � TOTAL LOT 5Q FT = 6,540 (6,438 FER TAX ROLL) 50% MAX = 5,270 MAX 5Q FT v N In EX15TING NEW OTAL 50.FT. FOOTFRINT OF HOME 13001 - 1,001 50.FT. NEVy ADDITION - 275 275 50.FT, TOTAL A/C BUILDING 1,001 275 1,274 50.FT. DETACHED GARAGE (DEMO) 259 -259 - 50.FT. COVERED FOKCH (DEMO) 94 -94 - 50,.FT, NEWSHED - 140 140 50.FT, TOTAL BUILDING 1,554 60 1,414 50.FT, i DKIVEWAY 5TKIF5 540 - 540 50,.FT. A/C FAD 9 - 9 50.FT, NEW SHOWER 5LAB - 52 52 50.FT, TOTAL IMFERVIOU5 AREA 1,703 112 1,815 50.FT. TOTAL LOT COVERAGE 5Q F T =1,815 50 FT N TOTAL 22°% BUILDING LOT COVERAGE TOTAL 28% IMFERMIABLE LOT COVERAGE tL EXI5TING DECKING 147 - 147 50.FT. NEW 10x8 DECK - 80 80 50.FT, TOTAL AREA 147 80 227 50.FT. LC /2" FI F NO ID E3. C. L.GPMENT tD OFFICE COPY N � o tv O � v N In • �• o IL vs � v O � N N W t6 N � m m � N ® •— MN 11l N Z 73 13 N O tL v S � v N VI � s v > 443 w a7!c Design Gortact@SkyMacDe9 igr.com '1495 Saurder5ville Ct. Jacksonville, Florida 52244 Phone: 904 '7'77 6556 Q W v � o tv O � v N In • �• o IL vs � v � N X W t6 N � m m � N ® •— MN 11l 73 13 tL v S � v VI � s v 443 a7!c Design Gortact@SkyMacDe9 igr.com '1495 Saurder5ville Ct. Jacksonville, Florida 52244 Phone: 904 '7'77 6556 PROJECT # 517.044 DRAYAN: MAD, KL6 FROJ MGR: MAD, KL6 CHECKED: MAD, KL6 AKCHiTECTURAL 51TE PLAN 5CALE =1" =10'-0" APP1TION SHEET # X1. 1 EXISTING DETACHED GARAGE TO DE DEMOLISHED 35'-4" +/- EXISTING 28'-4" +/- EXISTING 35'-4" +/- EXISTING FLOOR PLAN - EXISTINS OFFICE COPY �,f , E:14 , -0° N �o — N O N � � N s o O � v � � u � N N � o x C9 � m � N O N x M� N 0 O nnW W v V/ � s v w a *0�* �� ?0 Mac Design Contact @SkyMacDes ignx om '74g5 Saundersville Ct. Jacksonville, Florida 32244 Phone: g04 IM 6556 l-! W v �o — N O N � � N s o tLi � v � � u � N � o x m m � N O M� 0 nnW W v V/ � s v a *0�* �� ?0 Mac Design Contact @SkyMacDes ignx om '74g5 Saundersville Ct. Jacksonville, Florida 32244 Phone: g04 IM 6556 FROJECT x 517-044 PR.A^N: MAB, KLG FROJ MGR: MAB, KLG CHECKED: MAB, KLG EXISTING Ai7M70N SHEET # X2.1 z EXISTING 10A01x 2' 0" _ HORIZ 1"x6" TZ EX15TING CLG W 6X6 PT P05T W/ PT o 6' HIGH VERTICAL 1161 0 PRIVACY PANELS - AN WVINYL REMOVE EX15TING DK F09� 11 4'-0" 8'-3" 4'-4 TEMP 3014 FX @ 84" AFF 21' -0" HDRYING /15H SHOWER Z U TE GI -5 w z_ AREA SHWR NCL `� = m - GURBLE55 U' 3'-0" OPNG m N 2020 AWNING d @ 96" AFF w ---- U LL - 41 -01, 4 -0" weo oQ 6'-11° BATH 1'_411 5H DRAWERVAULTGLG ,STACK 3014 FX @ 84" AFF 4'-4)/2" 3'-4" mno M 5014 FX 1 3014 FX 9 84" AFF 19 84" AFF NOTE: HORIZ 1"x6" T&G, I I PAINTED ON WALL u� I o I' NOTE: EXISTING WINDOW TO REMAIN A515 FOR EGRESS PARI.OR EXISTING 10A01x 2' 0" _ HORIZ 1"x6" TZ EX15TING CLG PAINTED ON CLG REMOVE EXISTING TUB. o INSTALL NEW FIDERGLA55 1161 0 SHOWER UNIT* '~ AN WVINYL REMOVE EX15TING DK F09� 11 ° F `9 REUSE. NEW PLUMBING' I 2-2668 FR 8'-3/2" � 5'-0" DECK OPEN 10'-0" x 6-0" 5TEP(5) TO GRADE A5 REQ'ED 12° NOTE: OFF GRADE WOOD DECK W/ SYNTHETIC 5D5- 2 -0" NOTE: CHANGE OUT EXISTING H05E BIB VALVES(TYP) r FIELD BUILT 9 SHELVING STACK � f � EXI5TIN <<3 ATT, •` �' 6"CURB E E ACCE55,.1 MAIN FLOOR PLAN 888 273 1161 5Q.FT. TOTAL A/C AREA 888 273 1- CAR GARAGE 259 -259 1161 0 - AN WVINYL 1161 ° F FLOOR �m i f NOTE: REMOVE EXISTING WINDOW, FRAME NEW, .4 SMALLER WINDOW MATCH EX15TING HEAD HGT REMOVE EX15TING WINDOW. 1650 C5MT U.N.O. INFILL TO MATCH EXISTING. ............... __... _,_„ NOTE: HOKIZ 1'x10" CEDAR, ; I PAINTED ON WALL z EXISTING W LIVING RM E i m f , Ek5TING CLG +Imo) ISI= 1 1 ISI z RELOCATE n TANKLE55 Izl X I" GAS WATER HEATER TO I = KEW 3050 5H TO ATTIC I (� MATCH EXISTING. i 5 HEAD HGT TO NOTE: REMOVE A/C & ( ' MATCH EXISTING ABANDONED FIREBOX..................................1;.=. 5HEL G RELOCATE A/C TO ATTIC 3f,.........._ ......................._.._ 1...... T. B, i ! REFRAME W/ EXISTING DR - I NEW LI FROM OWNER'S CL05ET 3 1 REMOVE EX15TING ' NEW COUTERTOP W/ WINDOW. REFRAME 16" 0/HANG `V USING EXISTING ENTRY DR z- : - fj f; ' ........ ........ ........ ........ ....-... ....._. ........ ........ ......... '^...,....1 I NEW SINGLE BOWL SINK 3 �! REPLACE EX15TING NOTE: ADD NEW ��•<< CARBON FILTER + WINDOW W/ NEW �C NEW GAS ____ 304005MT Sd �r _. f �n STOVE r NEW DR TQIMATCH EXISTING !, _,,.............. ..............._,,..,_....... ..... ..„„_.,.._........_..__..___.. ._-._................,._...., __..._ ....... ,..._.. ....._. .. ..,... ......_ .,...,,. .,_.._ .._,r "LAZY SUSAN” IN ;CORNER CAB (FINAL { I; SELECTION T,B.D.) AHO/SAY A=1710N AREA 7A►BULA 71ON 517-044 I7R4l^NN: EX15TING NEW TOTAL 5Q.FT. MAIN FLOOR PLAN 888 273 1161 5Q.FT. TOTAL A/C AREA 888 273 1- CAR GARAGE 259 -259 1161 0 5Q.FT. 50,FT, TOTAL AREA 1147 14 1161 5Q.FT. SCALE: !X'=11-0 -- NOTE: FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMO/CON5TRUCTION NOT RECOMMENDED BY DESIGNER CO��Ji ITY DEVELOPMENT r., PRO vED t N 517-044 I7R4l^NN: MAB, KLG O MAB, KLG CHECKED: MAB, KLG W L �m O s �Q) N_ � N X ll) gym, N z 4-1 N e� O O W In � s v 40 40 40 0 �4* �� ;Ov Mac y! Design Contact@SkyMacDesign.com '7495 5aundersville St. Jacksonville, Florida 32244 Phone: C104,71”? 6556 rL Q W PROJECT # 517-044 I7R4l^NN: MAB, KLG O MAB, KLG CHECKED: MAB, KLG W L �m s �Q) � N X ll) gym, 4-1 e� O tL W 40 VI � s v 40 40 40 0 �4* �� ;Ov Mac y! Design Contact@SkyMacDesign.com '7495 5aundersville St. Jacksonville, Florida 32244 Phone: C104,71”? 6556 PROJECT # 517-044 I7R4l^NN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG MAIN FLOOR PLAN - NEW _ A P 71710N SHEET # EX15TING GARAGE/ROOF - DEMO NOTE: ALL DIMEN51ON5 & ROOF PITCH AKE AFFKOX. CONTRACTOR TO VERIFY ALL, IN FIELD, FKIOK TO DEMO/CON5TKUCTION. EAVE5 TO ALIGN W/ EX15TING NOTE: ALL DIMENC1ION5 & ROOF PITCH AKE AFFKOX, C NTKA TO K 0 C TO VERIFY ALL, IN FIELD, FKIO2 TO DEMO/CONSTRUCTION, OTE: KE51DENCE 5HALL 5E AN NVENTED ATTIC A55EM13LY AND 5HALL. DMFLY WITH 8806.4 OF THE F5C. 15ULATION 5HALL 13E APPLIED IN DIRECT DNTACT WITH THE UNDER51DE OF THE TRUCTURAL ROOF 5HEATHING PER 806.4 (4.1) FIE +/ EX15TING FIELD VERIFY ROOF fvSAN 5CALE: 3116"=1'-0" 5EAL GABLE VENT A5 REQ'ED OVERFRAME NEW ROOF 0/ EX15TING NEW FIDERGLA55 5HINGLE ROOF (TYF) ----........: ..... __.._ _......... 3' } II i t REMOVE & 5EAL OFF RIDGE VENT U A5 REQ'ED 5EAL GABLE VENT A5 REQ'ED - EXISTING B ^ + U Z ... 3 q�5 WIN 1 � _._._... ............... _._....._..__......_........._.._........ WNEW4" 3 +/ .- ��o TYF (MATCH 3 i EX15TING) NOTE: ALL DIMEN51ON5 & ROOF PITCH AKE AFFKOX. CONTRACTOR TO VERIFY ALL, IN FIELD, FKIOK TO DEMO/CON5TKUCTION. EAVE5 TO ALIGN W/ EX15TING NOTE: ALL DIMENC1ION5 & ROOF PITCH AKE AFFKOX, C NTKA TO K 0 C TO VERIFY ALL, IN FIELD, FKIO2 TO DEMO/CONSTRUCTION, OTE: KE51DENCE 5HALL 5E AN NVENTED ATTIC A55EM13LY AND 5HALL. DMFLY WITH 8806.4 OF THE F5C. 15ULATION 5HALL 13E APPLIED IN DIRECT DNTACT WITH THE UNDER51DE OF THE TRUCTURAL ROOF 5HEATHING PER 806.4 (4.1) FIE +/ EX15TING FIELD VERIFY ROOF fvSAN 5CALE: 3116"=1'-0" 5EAL GABLE VENT A5 REQ'ED OVERFRAME NEW ROOF 0/ EX15TING NEW FIDERGLA55 5HINGLE ROOF (TYF) ----........: ..... __.._ _......... 3' } II i t REMOVE & 5EAL OFF RIDGE VENT U A5 REQ'ED 5EAL GABLE VENT A5 REQ'ED - EXISTING Now SCALE: 114"=1'-0" C('"IY,UI\1ETt' DL `'.rLL0PMENT VE OFFICE COP N B :.� tV WIN 1 � _._._... ............... _._....._..__......_........._.._........ 3 ytL .- ��o 3 i V I j � If f {xx W ••p—� j Iry = I j iE 1 eF W 1e3 I i V m m � N 3 N .Z• 7 N q :x tLO nomn`` Q AW W I ...._.._.......... ? .a_.........._...-......._......._..._...._....._ ..................._........,,_.""......_..__.............._......._..... ...... ....... ........ .......-...... ....... -...... __.... .__ Now SCALE: 114"=1'-0" C('"IY,UI\1ETt' DL `'.rLL0PMENT VE OFFICE COP N tV ytL .- ��o O V V! W N O W V m m � N N .Z• 7 N q tLO nomn`` Q AW W 4 Ma7!c Design Contact@SkyMacL7es ign.com '7495 5aundersville Gt. Jacksonville, Florida 522.4,4 w Q W v tV ytL .- ��o V V! W O W V m m � N 7 q tLO nomn`` S AW W 4 Ma7!c Design Contact@SkyMacL7es ign.com '7495 5aundersville Gt. Jacksonville, Florida 522.4,4 Phone: 904 7m 6556 PROJECT # 517-044 DRWNN: MAB, KLG PRO.'MGR: MAB, KLG CHECKED: MAB, KLG ROOF PLAN - EX15TING & NEW APP17ION SHEET # A2,5 8'_118" EXISTING - FIELD VERIFY) "TO7-0"+/_T.OW. EXIS (TING - FIELD VERIFY) '-0"f IN. FLR. _ �.____..._.......... (EXISTING - FIELD VERIFY) EX15TING LATTICE ROOF VENT _..... 118" +/- T.O.P. — —(EX15TING - FIELD VERIFY) _ ^ �8" TO 7-0" +/_T.O.W. - EXISTING FIELD VERIFY) — (EXI5TING - FIELD VERIFY) REAR ELEVATION - EXISTING .4�8=111/8" +/- T.O.P. —.____ ............ . (EXI5TING - FIELD VERIFY) +0=0" FIN. FLR. (EXISTING - FIELD VERIFY) EX15TING LATTICE 8 11/ +/ ..P. —..._.... _. _.... _ _.._... _...:::.....-_......._......._...............__................._... _........ _ ......_.._........ 1-1----,--,.............._..._...._.._.._ (EX15T NG - FIELD VERIFY) �O=8" 0 7-0"T.O.W. (EX15T NG - FIELD VERIFY) NEW F BER -CEMENT LAP 51DING 4" TRIM (TYF) 0'0`11N. FLR. _ _....__._.._........_. (EXI5NG - FIELD VERIFY) 12 5 �/- COMMUNITY DEVELOPMENT APPROVED EX15TI G GRADE lli- OFF GRADE WOOD DECK 21' 0" NEW ADDITION W/ 5YNTHETIC 5D5— MATG EXI5TING LATTI E 5+/- 12 EX15TING ATTIC VENT 12 NOTE: ALL DIMEN510N5 & ROOF AITCH AKE AFFKOX, CONTRACTOR TO VEffY ALL, IN FIELD, FRIORTO DEMO/CON5TUCTION, T.O.P. — (EXISTING - FIELD VERIFY) 0' 0" FIN. FLR. (EX15TING - FIELD VERIFY) LEFT ELEVATION -EXISTING NEW DK (FINAL 5ELECTION DY OTHER5) -.:1 - ............._............._..._..._._...._.._._............ _...._.... i� �REPLACE EX15TING ENTRY _..._.......... .........._._....._......._...... I, DR W/ NEW WINDOW TO ..._... .... _.................._.._......._._._.....-..__-..._._....... MATCH EX15TING LEFT ELEVATION -NEW OFFICE COPY N 517-044 17RANiN: ® � o CHECKED: MAB, KLG W V 73 • 13 -19 s tL• O S U/ W � N N_ o X m m � N N z M� 111 N O . O lL S W f v 4' Otfj ac Design Cori tact @SkyMacDesi ng com 7495 Saundersville Ct. Jacksonville, Florida 32244 Phone: 904 'I'I'I 6336 Q PROJECT # 517-044 17RANiN: ® � o CHECKED: MAB, KLG W V 73 • 13 -19 s tL• S U/ W � N o X m m � N • � M� 111 v . O lL S � s v 4' Otfj ac Design Cori tact @SkyMacDesi ng com 7495 Saundersville Ct. Jacksonville, Florida 32244 Phone: 904 'I'I'I 6336 PROJECT # 517-044 17RANiN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG LEFT AND REAR ELEVATION5 - EX15TING AND NEW AL 71TION SHEET # X5.1 A 4 CAIU 1 IIVIJ L! 1I I ItrLFIRONT =L.=VPt1 1UN - MAZ I IN�7 5GALE:114"=1' 0" +611l6" +/ T,O.P. _ (EXI5TING - FIELD VERIFY) (MATCH EXI5TING) 0=0" FIN. FLR. (EXISTING FIELD VERIFY) REPLACE EXI5TING WINDOW REMOVE EXI5TING WINDOW. FRAME WITHIN EXI5TING OPNG FOR NEW ENTRY DR (REUSE EXI5TING) ADJ HEAD HGT A5 RE9ED 8'_11/8" (EXI5TING - FIELD VERIFY) — (MATCH EXI5TING) �0' 0" FIN. FLK. (EXI5TING - FIELD VERIFY) REPLACE EXI5TING WINDOW REMOVE EXI5TING WINDOW. FRAME WITHIN EXI5TING OPNG FOR NEW ENTRY OR (REUSE EXI5TING) ADJ HEAD HGT A5 REQ'ED 7TKELLI5 & RAILING NOT 5HOWN :Y) NOTE: ALL DIMEN51ON5 & KOOF FITCH AKE AFpFOX, CONTIZACTOK TO VEKIFY ALL, IN FIELD, FKIOz TO DEM /CON5TKUCTION, NEW FIBERGLA55 5HINGLED ROOF (TYP) l5TI (EXISTING -FIELD VERIFY) �EXISTING G - ��'-8"TOT-c (EXI5TING -- NEW FIBER -CEMENT LAP SIDING (TYP) 4" TRIM (TYP) �p=0" FIN. FLR. - — (EXI5TING - FIELD VERIFY) FRONT ELEVATION - NEW �----NEW FI5ERGLA55 5HINGLED ROOF (TYP) �6 11/6" +/- T.O.P. _ EXI5TING - FIELD VERIFY (EXISTING FIELD VERIFY) NEW FIBER -CEMENT LAP SIDING (TYP) 4" TRIM (TYP) _ _._._... _ ...__......_.__. .__.._..._......................._..._._........................_......_.__.._.....__._._......__. ..___............._.............--- ._--- .___...--------- _....._....-._..._.._....... 1 ......._.._.__._.0— '-0" FIN. FLR. _ (EI -FIELD V— ERIY FRONT ELEVATION - NEW 5GALE: 141=1`0" VERIFY) T.0_W_.._ ....._. VERIF Y) 5TING ATTIC VENT �EXISTING -FIELD VERIFY) ' 8" TO7-0" +/_T.O.W. (EXI5TING -FIELD VERIFY) D'-0" FIN. FLR. 0'-0" FIN. FLR. ...... _ .__...._. _. _._._..........._ ......�. _ ..__.. _._. 015TING - FIELD VERIFY) (EXISING -FIELD VERIFY) ......_._.. -----_----- _ _ rvir iu� �n n nr EXI5TING LATTIi j�- /6"+/-T,OP5TING FIELD VERIFY) "TOT -D" /_7.O.W..._.. _.............................. (EXI5TING FI LD VERIFY) MATCHETo XISTING (MATCH EXISTING) 0'-0" FIN. FLR. _ (MATCH EXI5TING) NICHE 5HOWER n RECE55 5HOWER BENCH W/FLU51-1 ENTRY RIGHT ELEVATION - EXISTING � SECTION PROFILE. COMMUNITY DEVELOPMENT APPROVED REMOVE & 5EAL EXI5TING VENT 4 II_....._.___.....__.__......__ TRIM ( P) NEW FIBER CE v1E ................_.__,..._.._.....__.........__.... _...._._..__..._ .................._.........._............_....._......._...................._..........................................._.._....._. ........._._........_.............._._............._..._:.__................_.........._..._......_....__..._................._..._.._._ .._._.... ��_._....._.._.._...._.._............. L��....._._..._-..._._..................._.............__._...................._.......__..._..._...._. Iu Ili — _....._.........._._......._..._......_......_..._._... ...�_..__.._.._-_.__a_..�1...._......_...._...__..._..........._..............__............._.._............._......._...._.._..._................_..............._.................._..._ _.._......_.n........ L.-_.m_�....�-_1.------- '""'-" �-' .__...__.........._..................__..._.._..-._..........._.__..__...._.._..........._.._..... I i 1 I 1 I < -- MATCH _XI571NG LATTICE LAP SIDING 0'0 FIN. FLR UTERI _....._..._...............__. .............._......_._._..........._.._._.............._...................._..... ........_..........._.....__...__...._............._._......___.._.__ ....,._..................................._......._------ ...-._...__.......... _._._.......... _ .........._... ._._...._...._ . __._._. _..__...._._._......_._........._..........,_.___..............._......_......_._...---_................._..............._..............._._........._............._............._-.---._.........--------------------..._..---_...__.... __._..._.__..-........._..._ .....-_.. ........................ < \(I5TING I L �m 1 (ATCH EXI5TING) EXI5TING LAT' REMOVE EXI5TING WINDOW AND REMOVE EXI5TING WINDOW, REFRAME FILL TO MATCH EXI5TING NEW, 5MALLER WINDOW WITHIN EXI5TING 21'-0" NEW ADDITION — OPENING NE�iG ELEVATIONm 5CALE:1/4"=1'0" OFFICE COPY N PROJECT # 517-044 � N73 PROJ MGR: MAB, KLG CHECKED: `4 4* L �m � mo Lu tL N_ � N-1 C9 � N x N 0 Q W vo PROJECT # 517-044 � N73 PROJ MGR: MAB, KLG CHECKED: `4 L �m � mo Lu tL � N-1 ��M Design Contact@SkyMacfles ign.com 7445 Saunder5ville Ct. Jacksonville, Florida 52244 Fhore: 404 777 6556 RIGHT & FRONT ELEVATION5 - EXI5TING AND NEW ADDITION X3.2 PROJECT # 517-044 0R4AN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG RIGHT & FRONT ELEVATION5 - EXI5TING AND NEW ADDITION X3.2 CUT HOUS 45 DEG A MODIFIED HOUSEWR LINE OF W OPENING APPROVEI SHEATHII` INSTALL 6' SELF-ADHI MEMBRANI OVER NAILI AT JAM 5S EXTEND ME FLASHING FLEXIBLE F ROW i @�1 i mw 1 1111� i EMP( ECUF UCKf EAG FOLC JAM SLO' INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE AT HEAD --- EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING ® 1 V�, STEP 9 1" MIN A-IGN F INT. EDG FASTEN EDGE (C S TAPLE 13Y FLAE MANUF/ INSTALL F .EXIP>LI AT SILL EX TEND FOLD I TAPE WINDOW FLASHINGINSTALLATION DET,41L° SCALE: NT5 10U5EWKAP DOWN & AAGONAL CUT & 35 HEAD OF WINDOW r 1 sm1 o mw 1 1� 1 q1w \PPLY 3/8 ;ONTINUOL SEALANT/ \ND HEAD SACK OF Vv BAILING FL V/ PRE-PU 10LES OR NAILS NO MORE THAN 3" FROM ENDS OF FOAM AND EVERY 12" ox. NOTE: NAILS TO BE 3" GALVANIZED ROOFING NAILS WITH FOAM BUTTON CAP ATTACHED FOAM PIECE TO WALL (PRIOR TO NAILING) WITH EVERFOAM QB 300 ADHESIVE STEP 9 INSTALL V/IND( PLUMB, LEVEL SQUARE 'EK MANUFACTURE WR 17, N INSTRUCTIONS -New q 1�I r NOTE: 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMFAT151LITY OF ALL PRODUCTS INCLUDING HOUSEWKAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) —SELF-P,DHERING / FLEXIBLE FLASHING at SILL, FLUSH TO iNTEKIOR FRAMING. INTERIVK Y iE STEP 10 OFFICE COPY N W 73 i O O S O V! W L N N_ � � X m N X MM� N O W O t�to 4-1 V/ � s v 4" • — 40 Mac N! Design Contact@9kyMacPe5!gn.com 7495 Saunder5ville Ct. Jacksonville, Florida 32244 Phone: 904 '777 6336 Q to N e W 73 i O S O V! W L N � � X m MM� O W t�to 4-1 V/ � s v 4" • — 40 Mac N! Design Contact@9kyMacPe5!gn.com 7495 Saunder5ville Ct. Jacksonville, Florida 32244 Phone: 904 '777 6336 PROJECT # 517.044 DRAWN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG WINDOW FLASHING DETAIL5 APP1TION SHEET #AP, 1 W� AFFROVED HOU5EWRAF OVER SHEATHING OVER WD 5TUD WALL P44 INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME I" FOLD HOU5EWRAP IN AND ,AROUND JAMB5 STEP 4 STEP 2 INSTALL 6" WIDE SELF-ADHEKI MEMBRANE FLASHING OVERLAPPING DOOR FRAME I" - EXTEND SELF -ADHERING MEM13KANE FLASHING 1" MIN BEYOND JAMB FLA5HING- 5EE DOOR DETAIL5 FOR FIN15H/TRIM DETAILS— FIBERGLASS 5HiN6LE5 OVER PEEL N' 5TIGK MEMBRANE UNDERLAYMENT OVER APA RATED 5TRUGTURAL 5HEATHIN6 (MATCH EXISTING) OPEN-GELL SPRAY FOAM INSULATION (TYP) . POOR HINS INSTALLATION PETALS SCALE: NT5 STEP 5 STEP 3 HARDIE LAP HORIZONTAL 51DIN6 O/ 2 LAYERS OF GRADE "D" BUILDIN6 PAPER OR VAPOR BARRIER OVER APA RATED STRUCTURAL 5HEATHIN6 PER MANUFAGTURER5 INSTALLATION RECOMMENDATIONS - 4" HIDE, SELF ADHERIN6, SELF HEALIN6 WATERPROOF MEMBRANE OVER FLOOR LINE JOINT PRE55URE TREATED 51DIN6 STARTER STRIP H/ NEEP5 c� FIN15H FLOOR - - - - LATTIGE 5GREENIN6 TO MATGH -� EXI5TIN6 (TYP) MIN FINISHED 5R4DF- OFF GRADE FOUNDATION TO MATGH EXI5TIN6-SEE 5TRUGTURAL / DRANIN65 BY OTHERS GOMPAGTED FILL (TYP) '-4" U.N.D. TGH EXIS 6 12 MATGH , EXISTING 1/2" GEILIN6 BD R-13 BATT INSULATION - TYPICAL U.N.O. TYPICAL 2x4 EXTERIOR CONVENTIONALLY FRAMED PT FLOOR 5Y5TEM BY OTHERS (VAULTED) - SEE 5TRUGTURAL z DRANIN65 BY OTHER � �II 2x6 PT BIRD STOP (MATCH w EXI5TIN6) HOLD-DONN - SEE STRUCTURAL J DRANIN65 BY OTHERS O PREFINI5HED METAL DRIP ED6E OVER ix2 INSTALL POOR FLUME, LEVEL PT HOOD NAILER 0/ Ix8 FA5GIA U.N.O. - AND 5QUA;E PER MATGH EXI5TIN6 MANUFACTUKER5 WRITTEN INSTKUCTI QN5 \_ 8'-I I/8" T.O.P. _ MATGH EXI5TIN6 S Ix FA5G I A - MATGH EX15TIN6 2x T � 6 - REGE55ED SET THRESHOLD IN BED OF MATGH EXISTING SEALANT AFFLY 5EA AND FRON LANT AT CORNERS - EDGE OF EXP05ED RAFTER TAILS - THRE5HOL) MATGH EXI5TIN6 . POOR HINS INSTALLATION PETALS SCALE: NT5 STEP 5 STEP 3 HARDIE LAP HORIZONTAL 51DIN6 O/ 2 LAYERS OF GRADE "D" BUILDIN6 PAPER OR VAPOR BARRIER OVER APA RATED STRUCTURAL 5HEATHIN6 PER MANUFAGTURER5 INSTALLATION RECOMMENDATIONS - 4" HIDE, SELF ADHERIN6, SELF HEALIN6 WATERPROOF MEMBRANE OVER FLOOR LINE JOINT PRE55URE TREATED 51DIN6 STARTER STRIP H/ NEEP5 c� FIN15H FLOOR - - - - LATTIGE 5GREENIN6 TO MATGH -� EXI5TIN6 (TYP) MIN FINISHED 5R4DF- OFF GRADE FOUNDATION TO MATGH EXI5TIN6-SEE 5TRUGTURAL / DRANIN65 BY OTHERS GOMPAGTED FILL (TYP) '-4" U.N.D. TGH EXIS 6 12 MATGH , EXISTING 1/2" GEILIN6 BD R-13 BATT INSULATION - TYPICAL U.N.O. TYPICAL 2x4 EXTERIOR BASE TRIM 5ELEGTED BY OTHERS FLOOR FIN15H 5ELEGTED BY OTHERS R-Iq INSULATION AT FLOOR (TYP) HALL ASSEMBLY - SEE PT FLOOR 5Y5TEM BY OTHERS 5TRUGTURAL DRANIN65 z 0 � �II w 4 J �m .�. s — 1/2" 6YP5UM NALLBOARD OVER 2x HOOD STUD FRAMIN6 BASE TRIM 5ELEGTED BY OTHERS FLOOR FIN15H 5ELEGTED BY OTHERS R-Iq INSULATION AT FLOOR (TYP) HARDIE LAP ONE WALL FRAME SCALE: 3/4`=I' -O" OFFICE Copy N PT FLOOR 5Y5TEM BY OTHERS O 0 N L �m HARDIE LAP ONE WALL FRAME SCALE: 3/4`=I' -O" OFFICE Copy N O 0 N L �m .�. s — m Lu tL � S O O X N � m <9 m � N O N O tL L � V/ � s v N 0 ,Sk Mac Design Contact@5kyMaaPee ign.com '14x5 5sundersville Ct. .Jacksonville, Florida 52244 Phone: 904 77'7 6556 Q W 73 PROJECT # 517-044 DRAYNN: MAB, KLG PROJ MGR: MAD, KLG CHECKED: MAD, KLG DOOR r'LA5HING DETAIL5 AP 71TION SHEET # 111- A::), O 0 N L �m .�. s — m Lu tL � S O X N � m m � N O tL L � V/ � s v 0 ,Sk Mac Design Contact@5kyMaaPee ign.com '14x5 5sundersville Ct. .Jacksonville, Florida 52244 Phone: 904 77'7 6556 PROJECT # 517-044 DRAYNN: MAB, KLG PROJ MGR: MAD, KLG CHECKED: MAD, KLG DOOR r'LA5HING DETAIL5 AP 71TION SHEET # 111- A::), BLY LING A METAL FLASHING -OUT FLASHING (SEE AIL) END KICK -OUT 2" BEYOND CIA 8.. MIN I I MIN BOTTOM OF ROOF & WALL INTERSECTIONS WATER TIGHT SEAL PF.*rA1L-^ALL/K1CK'0UT FLASHING SCALE: NT5 GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER SHINGLE AT 5A5E FIBERGLA55 SHINGLE ROOFING OVER 30# FELT OVER 7/16" 0513 OVER PRE -ENG WD TRU55E5 INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD iNOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY �PETAIL - OFF -RIDGE VENT, SCALE: NT5 VALLEY SHINGLE IN5TALLATION: IN51-ALL SHINGLES U51NG'WEAVE' METHOD. I 1. EXTEND (1) FULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTENI INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION IN FROM VALLEY CENTER LINE 24" WIDE METAL VALLEY FLASHING OVER 30# FEL FIBERGLA55 SHINGLE ROOFING OVER 30# FELT OVER 7/16" 0513 OVER PRE -ENG WD TRUSSES OPTIONAL: 36" WIDE SELF -ADHERING ROOFING t, UNDERLAYMENT CCNTERED ON VALLEY (GRACE ICE AND WATER SHIELD OR EQUAL) DIRECTLY OVER 16" 055 OVER PRE -ENG WD TRUSSES 0 24" O.C. PRIME SHEATHING PER MANUF. INSTRUCTIONS PFFrAIL _ VALL.E*4r FL.ASHINCm, SCALE: I IT5 S N Z;,•1 ROOF CEMENT— w 5CALE: NT5 OPTIONAL: LEAD 500T FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT VENT STACK. SEE PLUMBING FOR 51ZE & LOCATIONS PREFORMED FLEXIBLE B00T FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT— INSTALL FLANGE OVER SHINGLE AT BASE SCALE: NT5 ,SIL WALL SHEATHING EXTERIOR FINISH A55EM13LY W/ 15# FELT OVER APPROVED HOU5EWKAP LAP FELT AND HOU5EWRAP OVER VINYL STUCCO STOP/ WEEP EXTEND 30# ROOFING FELT UP WALL 7" MIN 5 X 5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING ^A1.1. FLASHING INSTALL SHINGLES OVER FLANGE AT HEAD 1`I13ERGLA55 SHINGLE ROOFING OVER 30# FELT OVER 7/16" 055 OVER PRE -ENG WD TRUSSES NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY ALONG RAKE5,CEMENT SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF A5PHALT PLA5TIC ROOFCEMENT NON -CORRODING MTL EAVE DRIP- TRIM 6"-7' FROM END OF FIK5T SHINGLE TRIM TA135 FROM ALL 5TARTER COUR5E 5HINGLE5 UNDERLAYMENT PLACE 5HINGLE5 3/8" OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE 5TARTER COUK5E PLACE 5HINGLE5 / CL05E TOGETHER BUT DO NOT CROWD ALONG RAKE5,CEMENT 5HINGLE5 TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF A5PHALT PLA5TIC tea. ROOFCEMEN a NON-CORRODING1 MTL EAVE DRIP�aea PLACE 5)IINGLES 3/8" OVER °�\\\ EAVE AND RAKE EDG-E5 TO /i'✓IDE DRIP EDGE ;LAYMENT INSTALLED WITHOUT ONLY ENOUGH NAIL5 TO HOLD N PLACE UNTIL COVERED BY ALONG EA.VE5 PLACE UNDERLAYMENT ON TOP OF METAL DRIP EDGE FIF,5T COURSE 111/2" to 121/2"11 1/2" to 121/2" 1" to 11/2" 1" to 11/2" lii�_ I'mi311 12 0 11 111 . a 1101 6 11 11\1" I V 11111111 a p 14\41 it 101101 411, 11111111, SHINGLE NAILING - VENT STACK FLASHING PROOFING DET ✓ l SCALE: NT5 3:12 or GREATER SLOPE (PER MANUFACTURERS SPECIFICATIONS) OFFICECOPY N O W Q3V 73 O 0 V/ W O N W M •f 1 C9 � � ® • s M� �• I N z 7 N tLO ncu W O 4.3 V� W S V 4-1 Cfj 40 .;.3 K7ac Design Contact@SkyMac17esi ng com '1495 Saunder5ville Jacksonville, Florida Ct. 52244 Phone: 904 '1Y1 6356 Q w N N • O W Q3V 73 O V/ W O W M •f 1 m � ® • s M� �• I 7 tLO ncu W v 4.3 V� W S V 4-1 Cfj 40 .;.3 K7ac Design Contact@SkyMac17esi ng com '1495 Saunder5ville Jacksonville, Florida Ct. 52244 Phone: 904 '1Y1 6356 PROJECT # 517.044 DRAWN: MAB, KLG PROJ MGR: MAB, KLG GHEGKEP: MAB, KLG TYPICAL ROOFING DETAIL5 APPITION SHEET # AP,5 I— — — L - - I 1 REPLACE EXTERIOR LIGHT FIXTtRE5 AT FRONT AND 51DE PORCH ELECTRICAL KEY 4�GDO OUTLET FOR GARAGE DOOR OPENER -) D15CONNECT5WITCH EL.EGTRICoAL. NOTES: 1 PROVIDE AND INSTALL LCCALLY CERTIFIED SMOKE DETECTORS & CARBON MONOXIDE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550CIATION (NFP,A) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-1NTERRUFTER5 (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES. 3, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/CUTOF-F5. 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E, FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE 51.18JECT TO RELOCATION DUE TO FIELD CONDITIONS. 6. A MINIMUM OF 75 PERCENT OP THE LAMP5 IN PER;dANEN'TLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMP5 OR A MINIMUM OF 75 PEKCEMTER OF THE PERMANENTLY!N57ALLED LIGHTING FrUKE55HALL CONTAIN ONLY HIGH EFFICACY LAMP5 PER ENERGY CONSERVATION CODE, R404.1 7. FBCR39O2.12-AFC-FAULT CIRCUIT INTERRUPTER PROTECTION - ALL BRANCH CIRCUIT5 THAT SUPPLY 12 -VOLT, 51NGLE-PHA5E,15-AND 20 -AMPERE OUTLETS INSTALLED IN FAMILY ROOM5, DINING ROOMS, LIVING ROOMS, PARLORS, J13RARIE5 DENS, BEDROOMS, 5UNROOM5, RECREATION "COWS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER IN5TALLED TO PROVIDE PKOTEC'lON OF THE BRANCH CIRCUIT. MAI! FLOQR ELECTRICAL FLAN ELECTRICAL DEYCE5: ABOVE FINISHED FLOOR: DUPLEX CONVENIENCE OUTLE- ' 5EE ITEM 7 BELOW ® DUPLEX OUTLET ABOVE COUNTER WF WEATHERPROOF DUPLEX OUTLET I � t�GF! GROUND-FAULTC!KCU!T-INTERRUPTER ® DUPLEX OUTLET �AFCI ARC-FAULTCIRCUIT-INTERRUPTER. 4�GDO OUTLET FOR GARAGE DOOR OPENER -) D15CONNECT5WITCH EL.EGTRICoAL. NOTES: 1 PROVIDE AND INSTALL LCCALLY CERTIFIED SMOKE DETECTORS & CARBON MONOXIDE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550CIATION (NFP,A) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-1NTERRUFTER5 (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES. 3, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/CUTOF-F5. 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E, FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE 51.18JECT TO RELOCATION DUE TO FIELD CONDITIONS. 6. A MINIMUM OF 75 PERCENT OP THE LAMP5 IN PER;dANEN'TLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMP5 OR A MINIMUM OF 75 PEKCEMTER OF THE PERMANENTLY!N57ALLED LIGHTING FrUKE55HALL CONTAIN ONLY HIGH EFFICACY LAMP5 PER ENERGY CONSERVATION CODE, R404.1 7. FBCR39O2.12-AFC-FAULT CIRCUIT INTERRUPTER PROTECTION - ALL BRANCH CIRCUIT5 THAT SUPPLY 12 -VOLT, 51NGLE-PHA5E,15-AND 20 -AMPERE OUTLETS INSTALLED IN FAMILY ROOM5, DINING ROOMS, LIVING ROOMS, PARLORS, J13RARIE5 DENS, BEDROOMS, 5UNROOM5, RECREATION "COWS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER IN5TALLED TO PROVIDE PKOTEC'lON OF THE BRANCH CIRCUIT. MAI! FLOQR ELECTRICAL FLAN ELECTRICAL DEYCE5: ABOVE FINISHED FLOOR: HALF-5'',NITCHED DUPLEX OUTLET ® 5PECIA.L FJKP05E OUTLET/JUNCTION BOX • 48" TO CL DUPLEX OUTLET IN FLOOR 6 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX ►- WALL 5WITCH • • • 80" TO CL THREE-WAY SWITCH [__4 FOUR-WAY 5WITCH R RHE05TAT 5WITCH DM DIMMER 5WITCH QQ REINFORCED JUNCTION BOX 48" TO CL CEILING MOUNTED INCANDE5CENT • • • 48" TO CL LIGHT FIXTURE 7Z", 0 CL WALL MOUNTEDINCANDE5CENT TT LIGHT FIXTURE . • 84" TO CL RECE55ED INCANDESCENT LIGHT FIXTURE eW TO BTM OF FIXTURE RECE55ED ADJUSTABLE EYEBALL 9v TO BTM INCANDE5CENT LIGHT FIXTURE OF FIXTURE INCANDE5CENT LIGHT FIXTURE PC WITH PULL CHAIN 84'TO CL EMERGENCY LIGHT LEVEL W/ FLUORESCENT LIGHT FIXTURE LOD FLUORESCENT LIGHT FIXTURE • • 66"TO CL WITH PULL CHAIN TRACK LIGHT 76" TO CL ® EXHAU5T FAN (VENT TO EXTERIOR) KITCHEN RANGE • EXHAU5T "FAN/LIGHT COMBINATION KITCHEN REFRIGERATOR . • • (VENT TO EXTERIOR) ❑CH CHIMES P5 PU5HBUTTON 5WITCH ® 110V SMOKE DETECTOR 2 = MASTER BAT H STANDARD 30" HIGH W/BATTERY BACKUP CO CAR50N MONOXIDE (CO2) DETECTOR �T THEKMO5TAT OS SPEAKER b TELEPHONE 1/ COMPUTER Q TELEV15ION N ELECTRIC METER ELECTRIC PANEL CEILING FAN IL0 (PROVIDE ADEQUATE SUPPORT) -4-3 CEILING FAN WITH INCANDE5CENT LIGHT FIXTURE O (PROVIDE ADEQUATE 5UPPORT) 4�GDO OUTLET FOR GARAGE DOOR OPENER -) D15CONNECT5WITCH EL.EGTRICoAL. NOTES: 1 PROVIDE AND INSTALL LCCALLY CERTIFIED SMOKE DETECTORS & CARBON MONOXIDE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550CIATION (NFP,A) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-1NTERRUFTER5 (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES. 3, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/CUTOF-F5. 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E, FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE 51.18JECT TO RELOCATION DUE TO FIELD CONDITIONS. 6. A MINIMUM OF 75 PERCENT OP THE LAMP5 IN PER;dANEN'TLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMP5 OR A MINIMUM OF 75 PEKCEMTER OF THE PERMANENTLY!N57ALLED LIGHTING FrUKE55HALL CONTAIN ONLY HIGH EFFICACY LAMP5 PER ENERGY CONSERVATION CODE, R404.1 7. FBCR39O2.12-AFC-FAULT CIRCUIT INTERRUPTER PROTECTION - ALL BRANCH CIRCUIT5 THAT SUPPLY 12 -VOLT, 51NGLE-PHA5E,15-AND 20 -AMPERE OUTLETS INSTALLED IN FAMILY ROOM5, DINING ROOMS, LIVING ROOMS, PARLORS, J13RARIE5 DENS, BEDROOMS, 5UNROOM5, RECREATION "COWS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER IN5TALLED TO PROVIDE PKOTEC'lON OF THE BRANCH CIRCUIT. MAI! FLOQR ELECTRICAL FLAN ELECTRICAL DEYCE5: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER • 48' TO CL WALL OUTLETS OVER COUNTER • • • 48" TO CL REMAINING SWITCHES 48"TO CL WALL OUTLETS • • • • 12" TO CL BATH VANITY BRACKET OUTLET 1,2 W (1" A50YE TOP OF MIRROR) • • • • • 80" TO CL WATER SOFTENER AND SUMP OUTLETS • • • 48" TO CL TELEPHONE OUTLETS 12" TO CL TELEVISION OUTLETS • •' 12" TO CL EXERIM GFI OUTLETS • • • • • • • 12" TO CL GARAGE GF! (ABOVE GARAGE FLOOR) • • 48" TO CL BASEMENT WALL OIUTLET5 • • • • • • • • 48" TO CL FRONT DOOR. COACH LIGHT 7Z", 0 CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . • 84" TO CL DINING AND BREAKFAST FIXTURE eW TO BTM OF FIXTURE O 9v TO BTM FOYER AND STAIRWAY FIXTURE OF FIXTURE THERM05TAT . • 54"TOCL DOORBELL CHIMES 84'TO CL LEVEL W/ DOORBELL BUTTON • • DR HANDLE KITCHEN HOOD FAN'WHIP' • • • • • • 66"TO CL KITCHEN WALL HUNG MICROWAVE OUTLET 76" TO CL KITCHEN DISHWASHER RECEPTACLE • • • • UNDER SINK KITCHEN RANGE • • 24"10CL KITCHEN REFRIGERATOR . • • • • • 48' TO CL R'A5HER.DRYER OUTLET 48' TO CL = CENTER LINE O 1= FIE'_D VERIFY 2 = MASTER BAT H STANDARD 30" HIGH VANITY TO BE KA15ED 4" N OFF/0440COpy N 517-044 DRAWN: MA5, KLG O O CHECKED: MA5, KLG W L �m 73 lu L` UJO t� V O VD W L N O N m C9 � � O N 2 7 N IL0 -4-3 S AW1 W O 4.3 V' .� 4-1 S Mac Design Contact@5kyMacDe5ign.r orr 7495 Saundersville Jacksonville, Florida Ct. 32244 Phone: 904 777 6556 W Q W PROJECT # 517-044 DRAWN: MA5, KLG O O CHECKED: MA5, KLG W L �m 73 lu UJO t� V VD W L N O m m � O 7 IL0 -4-3 S AW1 W 4.3 V' .� 4-1 S Mac Design Contact@5kyMacDe5ign.r orr 7495 Saundersville Jacksonville, Florida Ct. 32244 Phone: 904 777 6556 PROJECT # 517-044 DRAWN: MA5, KLG PROJ MGR: MAB, KLG CHECKED: MA5, KLG MAIN FLOOR ELECTRICAL PLAN APPITION SHEET # X1.1