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1725 BEACH AVE RESO20-0002 DRAWINGSDESIGN CRITERIA & LOADS SHEATHING SPECIFICATIONS TYPICAL MEMBER FASTENING MATERIAL SPECIFICATIONS DESIGN CODE: TABLE 5: WALL SHEATHING TABLE 9: WOOD MEMBER FASTENING SCHEDULE- �n- I I nRInA Pi III nimr- rr)np- - PF,InFNT1AI ANn (I IRRFNT RFFFRFNC:Fn I CONCRETE SPECIFICATIONS: LiJI / I "\ I \ I V / % VV i,_v i,.v -- .1..._, ......, .. .. ._. .._. _..-.._-_ CODES AND STANDARDS TABLE 1: FLOOR AND ROOF LOADING LOAD TYPE/PLACEMENT FLOOR (Cd = 1.0) ROOF (Cd = 1.25) TOP CHORD DEAD 10 PSF 7 PSF (SHINGLES) 20 PSF (TILE) TOP CHORD LIVE 40 PSF 20 PSF BOTTOM CHORD DEAD 5 PSF 5 PSF BOTTOM CHORD LIVE 5 PSF 10 PSF SPECIFICATION TYPICAL NAILING SHEARWALL NAILING L/240 8d COMMON @ 8d COMMON @6" MIN. '/t6 ", 24/16, APA RATED OSB O.C. EDGE, 3" O.C. EDGE, OR PLYWOOD SHEATHING 6" O.C. FIELD APA RATED OSB C O.C. FIELD WALL SHEATHING NOTES: 1. FLEXIBLE FINISH INCLUDES WOOD, CEMENT OR VINYL SIDING, HARDI PANEL AND BRICK. ALL OTHER SIDING SHALL BE CONSIDERED BRITTLE FINISH 2. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 3. PANEL EDGE BLOCKING IS REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER FASTENED EA END W/ (3) 10d TOE -NAILS 4. VERT. AND HORIZ. SHEATHING GAPS SHALL BE MIN. Y8" AND MAX. 5/s" FLOOR AND ROOF LOADING NOTES: 1. ROOF TRUSS MAY BE DESIGNED WITH ROOF BOTTOM CHORD LIVE TABLE 6: ROOF SHEATHING LOAD (10 !--Sr) APPLIED NON -CONCURRENTLY WITH ROOF TOP CHORD LIVE LOAD (20 PSF) 2. ROOF TRUSS BOTTOM CHORD LIVE LOAD SHALL BE INCREASED TO 20 PSF AT ATTICS WITH LIMITED STORAGE. REACTIONS SHALL BE REDUCED PER AS LOAD COMBINATION D + 0.75 (L + Lr) 3. FLOOR TRUSS TOP CHORD LIVE LOAD SHALL BE INCREASED TO 60 PSF AT ALL GAME ROOMS AND BALCONIES 4. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. TABLE 2: ROOF AND FLOOR DEFLECTION CRITERIA FRAMING TYPE LIVE LOAD TOTAL LOAD ROOF L/240 L/240 FLOOR L/360 L/240 0.75" MAX DEFLECTION UNDER ANY CASE SPECIFICATION TYPE TYPICAL NAILING GABLE END NAILING (3) ROWS 10d @ 12" OG SHINGLE: MIN. '/16 ", 24/16, 8d RING SHANK 8d RING SHANK @ 4" APA RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING (3) 10d @ 2x4 WALL 6" O.C. FIELD WITHIN 4' OF ROOF END TILE: MIN. 15/32", 32/24, APA 8d RING SHANK 8d RINIG SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EIaGE, 4" O.C. FIELD SHEATHING TOE NAIL 6" O.C. FIELD WITHIN 4' OF ROOF END METAL: MIN. Y2", 32/24, APA 8d RING SHANK 10d RING SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6" O.C. FIELD WITHIN 4' OF ROOF END MEMBER CONNECTION TYPE FASTENERS D TOP PLATE TO TOP PLATE FACE NAIL (3) ROWS 10d @ 12" OG STAGGERED TOP PLATE LAP FACE NAIL (16) 10d EVENLY SPACED 1.6 TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) END NAIL (2) 1 O @ 2x4 WALL 10d COMMON (3) 10d @ 2x6 WALL FIELD (4) 10d @ 2x8 WALL 3" STUD TO BOTTOM PLATE TOE NAIL (3) 10d @ 2x4 WALL 0.148" (4) 10d @ 2x6 WALL 3Y2" (5) 10d @ 2x8 WALL TO THE APPLICATION OF ANY PROTECTIVE COATING RIM BOARD TO TOP PLATE TOE NAIL 10d @ 6" OC UNSUPPORTED (UNBLOCKED) PANEL CEILING JOIST TO TOP PLATE TOE NAIL (5) 10d PROCTOR IN ACCORDANCE WITH ASTM D 1557. CEILING JOIST TO RAFTER FACE NAIL (8) 10d (5) 8d EACH END TRUSS/RAFTER TO TOP PLATE TOE NAIL (2) 12d COMMON JACK RAFTER TO HIP TOE NAIL (3) 10d RAFTER TO RIDGE TOE NAIL (3) 10d THROUGHOUT ENTIRE SLAB ON GRADE. 1" DEEP SAWCUTS SHALL PLACED IN A 12'x12' GRID WITHIN 4 TO 12 HOURS BOTTOM PLATE TO RIBBON FACE NAIL 16d COMMON @ 8" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301, 318 AND ALL OTHER APPLICABLE REFERENCED STANDARDS. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH; -OF 2500 PSI AT 28 DAYS. CONCRETE MASONRY SPECIFICATIONS: MASONRY SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, AC1530.1 AND ASTM C90. MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, GRADE N, TYPE 1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm= i 500 psi). GROUT AND MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTM C476, ASTM C1019, ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MAXIMUM COURSE AGGREGATE SIZE OF %" PLACED AT AN 8 TO 11" SLUMP. MORTAR SHALL BE TYPE M OR S. CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED IN 5'-0" MAXIMUM LIFTS. WHEN LIFT SHALL EXCEED 5'-0", PROVIDE CLEAN OUTS IN BOTTOM COURSE OF MASONRY WALL. CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36, WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM -A 563 GRADE A HEX. WOOD MEMBER FASTENING NOTES: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR 1. FASTENERS NOTED ON PLAN SHALL SUPERCEDE THE ABOVE TA LE BETTER. 2. SEE DETAIL 1 /SQ.1 FOR TYPICAL BUILT UP MEMBER FASTENING REQUIREMENTS RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER ROOF SHEATHING NOTES: MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE, (UON) 11,. ROOF SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION TABLE 10: NAIL SIZE LEGEND PERPENDICULAR TO THE SUPPORTS EPDXY ITW RED HE A7 2. PANEL EDGE BLOCKING IS NOT REQUIRED TABLE 3: WIND LOADING 3. SEE DETAIL 1/S0.0 BASIC WIND SPEED (ASCE 7-10) 130 MPH EXPOSURE CATEGORY D BUILDING RISK CATEGORY II BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT ±0.18 Cd 1.6 COMPONENTS AND CLADDING SEE TABLE 4 ir�oL� i. rLvUr\ o r�inuvv FLOOR SHEATHING NOTES: 1, FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1 /SO.0 * SHEATHING GAP: NAIL LENGTH SPECIFICATION TYPICAL NAILING 2Y2" 0.131" 8d RING SHANK 23/8" 0.113" 1Odx1Y2" 1Y2" 23/32 T&G OSB OR PLYWOOD 10d COMMON @ 6" O.C. EDGE, 6" O.C. 0.131" 10d COMMON SHEATHING FIELD 10d RING SHANK 3" 0.148" FLOOR SHEATHING NOTES: 1, FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1 /SO.0 * SHEATHING GAP: NAIL LENGTH DIAMETER 8d COMMON 2Y2" 0.131" 8d RING SHANK 23/8" 0.113" 1Odx1Y2" 1Y2" 0.148" 10d 3" 0.131" 10d COMMON 3" 0.148" 10d RING SHANK 3" 0.148" 12d COMMON 3Y4" 0.148" 16d COMMON 3Y2" 0.162" MIN /_ MAX 5/ 11 FOUNDATION: WIND LOADING NOTES: BOUNDARY OF AD DUAL CARTRIDGE (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATION) NAIL SIZE LEGEND NOTES: 0 - 10 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WCOD. BORED WELDED WIRE FABRIC (WWF): SHALL BE ASTM A1064. LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM 101 - 200 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER CONNECTOR DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi, PLY WIDTH OF 1.75" CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD +24.7 -30.1 GENERAL NOTES 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL MIN /_ MAX 5/ 11 FOUNDATION: WIND LOADING NOTES: BOUNDARY OF _ $ 16 NAIL SIZE LEGEND NOTES: 0 - 10 FOOTINGS AND FOUNDATIONS SHALL BE IN 1(I ORDANCE WITH LOCAL BUILDING CODES. FOOTINGS HAVE BEEN 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD SHEATHING +26.3 -28.7 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WCOD. BORED DESIGNED WITH A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF. A SOILS INVESTIGATION REPORT BY OTHERS IS LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM 101 - 200 +25.6 -26.1 HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER CONNECTOR RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD +24.7 -30.1 * SHEATHING GAP: 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL E MET PRIOR DISTURBED OR UNSTABLE SOIL, THE EOR SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC AND COHESIVE LOAD COMBINATION: 0.6D + 0.6W EXAMPLE OF MIN. Ys" - MAX. %s" EDGE NAILING TO THE APPLICATION OF ANY PROTECTIVE COATING J0 (CLAY) MATERIAL. EXISTING SOIL AND STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED TABLE 4: COMPONENT AND CLADDING DESIGN PRESSURES (PSF) UNSUPPORTED (UNBLOCKED) PANEL CONNECTOR MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" OC OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. LSTA12 PROCTOR IN ACCORDANCE WITH ASTM D 1557. MSTA24 EFFECTIVE WIND AREA (SQUARE FT) - WIND ZONE DESIGNATION INTERIOR ZONE END ZONE 0 - 10 +29.3 -31.8 +29.3 -39.3 11 - 50 +26.3 -28.7 +26.3 -33.1 51 - 100 +24.9 -27.4 +24.9 -30.5 101 - 200 +25.6 -26.1 +23.6 -27.8 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS SPECIFICATION EDGE (TYPICAL) PRESSURES __ CON IN LU TO R SCHEDULE 6" O.C. FIELD FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL �� LHr t/i CCNU IU 6C rAJILIV w/ ly) IUa NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REI-NFORCED FULL HEIGHT AS SPECIFIED ON PLAN AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, EVERY OTHER COURSE. VERTICAL REINFORCING SHALL BE INCRFASFD AS NOTFn nN PI AN I AP EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITE(:TURAL PLANS. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. FLAT STRAPS AND COIL STRAPS (1) CAR 8'x7' +26.0 -32.7 CONNECTOR CONNECTOR FASTENERS 2 CAR 16x7 ( ) +24.7 -30.1 * SHEATHING GAP: I I ARI 144 �10� 19a INITn onc-r 5/-" TuDF__Ancn onn INITn ci AID MIN. Ys" - MAX. %s" EDGE NAILING II I J0 CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH 3 X0.0 SCALE: /4" = V-0" CONNECTOR MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" OC OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. LSTA12 (10) 10d MSTA24 (18) 10d (5) 8d EACH END CS16 LAP EA END 11" & FASTEN W/ (10) 10d TABLE 8: PORCH CEILING SHEATHING PER TABLE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE I C`TrAA 1A1 I I C" f�/1A I C`TI-")I I/�Tr rl \AI / AA A C-/1,.1 m\/ I IAIITf" �I I A I I nr ��I Ir�rr.,, / r�i i.. i. ii• i.^. .-. ... .-.-. .. -.- .... ,.--..._ - _. ._. _ _- 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS SPECIFICATION GARAGE DOOR SIZE PRESSURES __ FIELD NAILING PER TABLE 6" O.C. FIELD WALL, ROOF OR FLOOR ,�� FRAMING „-„�� LHr t/i CCNU IU 6C rAJILIV w/ ly) IUa NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REI-NFORCED FULL HEIGHT AS SPECIFIED ON PLAN AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, EVERY OTHER COURSE. VERTICAL REINFORCING SHALL BE INCRFASFD AS NOTFn nN PI AN I AP POST BASES a (1) CAR 8'x7' +26.0 -32.7 CONNECTOR FASTENERS 2 CAR 16x7 ( ) +24.7 -30.1 SLABS ON GRADE: *ADD FRAMING MEMBERS WHEN MAX SHEATHING STRAPS ARI 144 �10� 19a INITn onc-r 5/-" TuDF__Ancn onn INITn ci AID 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS SPECIFICATION GAP IS EXCEEDED I I I I I I I I I IVILIVI0LrCJ __ � 1 �/ I- I. I V I ., I, /C5 11 II.1\\./Ur-,L/L_u I./U 1114 I., �„ �u 6" O.C. FIELD JOINT REINFORCING SHALL BE A MINIMUM OF 6". ABU66 y (12) 16d INTO POST, 5/8"'THREADED ROD INTO SLAB WIND LOADING NOTES: a 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE 1 WALL, ROOF Et FLOOR SHEATHINGTWIST NAILING cc I ILL, kL SLABS ON GRADE: STRAPS CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH 3 X0.0 SCALE: /4" = V-0" CONNECTOR FASTENERS PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL H2.5T (5) 8d EACH END CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE TABLE 8: PORCH CEILING SHEATHING TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTALLED AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE THROUGHOUT ENTIRE SLAB ON GRADE. 1" DEEP SAWCUTS SHALL PLACED IN A 12'x12' GRID WITHIN 4 TO 12 HOURS 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS SPECIFICATION TYPICAL NAILING MIN 3/" PLYWOOD OR OSB 8d COMMON @ 6" O.C. EDGE, 6" O.C. FIELD Y2" GYPSUM (WATERPROOF) GREEN BOARD 5d COOLER @ 6" O.C. EDGE, 6" O.C. FIELD MTS12 (14) 1 O OF CONCRETE PLACEMENT HTS16 (16) 10d WOOD FRAMING SPECIFICATIONS: HTS20 (20) 1 O 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 WITH MASONRY, FRAMING ANGLES CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS CONNECTOR FASTENERS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ;---- '-'-;_ ATTACHED FASTENERS SHALL BE STAINLESS STEEL. TYPICAL ABBREVIATIONS A34 (8) 8dxY2 PRE-ENGINEERED o NEERED WOOD TRUSSES: ADJ ADJACENT LVL LAMINATED VENEER LUMBER A35 (12) 8dxY2 SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH HANGERS NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL BM BEAM MANUF MANUFACTURER TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES END ZONE WIDTH 'a' 4 FT CONNECTOR FASTENERS ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING BOT BOTTOM MONO ON CE MONOLITHIC PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD [NOT ACTUAL PLAN] BRG BEARING OC ON CENTER LUS28 (6) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER i TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH ' 0 --- CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD LUS210 (8) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE a'rHU210-2/ HUC210-2 (18) 16d TO CARRYING MEMBER (10) 10d TO CARR ED MEMBER FROM EA. OTHER. �'ICONT COTINUOUS PERP PERPENDICULAR L ° 1____ 1 ° DBL DOUBLE PRE ENG PRE-ENGINEERED HU212-2/HUC212-2 (22) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. 7r a 7r r- EA EACH PSF POUNDS PER SQUARE FOOT HU410 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRED MEMBER ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S EE EACH END PSI POUNDS ID ER SQUARE INCH HOLD DOWNS REQUIREMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION \ / CONNECTOR FASTENERS MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM SCOPE OF SERVICE EOR ENGINEER OF RECORD PSL PARALLEL STRAND LUMBER E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE 8 SDS Y4"x2Y" INTO STUDS POST W Y2" THREADED ROD EPDXIED 4" RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. MEANS AND .METHODS: EQ EQUAL PT PRESSURE= TREATED ( ) / / THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE DTT2Z OR Y2%6" TITEN HD EW EACH WAY REINF REINFORCING GUARDRAILS AND HANDRAILS: FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EXT EXTERIOR READ REQUIRED (10) 10d INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" OR LTT20B MANUFACTURER. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF FBC FLORIDA BUILDING CODE SF SQUARE FOOT Y2 x6 TITEN HD THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT PRE-ENGINEERED MISCELLANEOUS STRUCTURES: DOCUMENTS. FDN FOUNDATION SPF SPRUCE PINE FUR HTT5 (26) 16dx2Y2 INTO STUDS/POST W/ 5/8" THREADED ROD EP XIED 7Y2" ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED FT FOOT SYP SOUTHERN YELLOW PINE HDU5 (14) SDS Y4"x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utton ParkCt. Ste. 204 Jacksonville, fl. 32224 Ph. 242-0908 F L: CA # 8344 \`�ti` a\* �. g+77��"VVIR i a a cc I ILL, kL Luis A. Pontigo, PE FL PE#5.3311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PPICP. TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PPIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE - ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER MFRI-19-00217 DATE 01/31/2.0 DRAFT/DESIGN/CH ECK MJK/MJK/LAP LlNDERROOFSQFT 1745 SHEET SO.0 SHEET 1 O"r 12 Z (3) 3%" z Z FASTENMASTER(4)10d @ 12" (3) 12d TRUSSLOK WOOD (3) 10d @ 12" OC EA. SIDE gCOMMON SCREW @ 24" OC EA. SIDE ?� @ 12" 0. C. OC EA. SIDE (2)2x- (3)2x - BEAM BEAM (2)12" OR SMALLER GREATER THAN (2)12" 11 4 @ 2X6 /p" @ 2x8 11/2" SCALE: NTS TABLE 11: PENETRATIONS THROUGH STUDS WALL L SIZE LVL LVL LOAD BEARING WALL NOTCH NON -LOAD BEARING WALL NOTCH 2 3/4" 40% 60% 60% 25% 40% ° x 1 3/8" - 2 Y8„ -4 1 3/8„ 2 2x4 - 2 Y8,/ 2 Y$„ �/8„ 1 3/8„ 2x6 2 }14„ - 3 5/6" 1 3/8" N x ° - 3 5/6" 12d NAILS `1' 1 1 3/87 2 Y4„ 2x8 2 7/8„ - 4 %" (3) 5" 2 2 2 x 8 - 1 4 3/8„ 4 3/8„ 1 13/16" 2 FROM OTHER BRACE IS NEEDED, OVERLAP BRACE i� TRUSS HEEL FASTENMASTER ;, FASTENMASTER @ 24" OC SIDE OF 2nd o 2x4 T -BRACE. ONLY TRUSSLOK WOOD 1� BELOW W/ (4) 12d NAILS TRUSSLOK REQUIRED FOR BRACE PLY. GABLE END ROOF TRUSS SCREW @ 16" OC LENGTHS > 8'-0". WOOD SCREW @ W/ DROPPED TOP CHORD x OVERFRAME RAFTERS, SEE PLAN. FASTEN w/ 10d 16" OC x ° I ° j CS1 61 w/ (9)1 Od (3)PLY (4)PLY _ 1.1 RAFTER TO LEDGER W/ SIMPSON LVL LVL LEDGER TO MAIN ROOF MEMBER W/ H3. EACH STUD OR TRUSS HEEL, 2x6 or 2x8 2x4 1 48" PER SCHEDULE BELOW POST POST FASTEN EACH END\\ NOTES: 1 / 2x4x8' SYP#2 LATERAL BRACE EA. �' PROVIDE MTS12 OR CS18 DIRECTLY 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POSTS, ETC. I �� 2. SEE FASTENMASTER FOR TRUSSLOK INSTALLATION RECOMMENDATIONS AND MAIN ROOF MEMBER. NOT READ I � BUILT UP MEMBER FASTENING \TQ SCALE: NTS TABLE 11: PENETRATIONS THROUGH STUDS WALL L SIZE STUDS LOAD BEARING OR EXTERIOR WALL BORED HOLE SIZE LOADNON BEARING WALL BORED HOLE SIZE LOAD BEARING WALL NOTCH NON -LOAD BEARING WALL NOTCH 2 3/4" 40% 60% 60% 25% 40% 2 x 4 1 3/8" - 2 Y8„ 7/8" 1 3/8„ 2 2x4 - 2 Y8,/ 2 Y$„ �/8„ 1 3/8„ 2x6 2 }14„ - 3 5/6" 1 3/8" 2 Y4„ (2)2x6 - 3 5/6" 3 5/6" 1 1 3/87 2 Y4„ 2x8 2 7/8„ - 4 %" 1 13/16„ 2 2 2 x 8 - 1 4 3/8„ 4 3/8„ 1 13/16" 2 WALL SIZE H OLE SIZE 2 x 4 1 3/4" 2 x 6 2 3/4" 2 x 8 3 5/8" Y BEAM . DEPTH n , -,1 . , ..,, CLEAR SPAN BEAM HOLE DETAIL E.2-�ALLOWABLE HOLES IN PSL, LVL AND HEADERS 1 SCALE: 3/4" = 1'-0" (6)10d (4)12d TOE COMMONS NAILS (TYP.) 3Y" 3Y'> 2 l* �I STUD FACE//BORED HOLES %" MIN. MIN. DIA. 40% OF BORED HOLES STUD WIDTH,DIA. 60% OF 60% OF STUD C STUD WIDTH WIDTH IF DOUBLE STUD MAX. NOTCH 25% [ NOTCH 40% OF STUD OF STUD WIDTH MAX. WIDTH MAX. EXTERIOR OR NON BEARING BEARING WALL PARTITION PLATES: NOTE: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 IBC WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1Y" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES SCALE: 3/4" = 1'-0" MLJI TIPI F RRA(FF) TRI II:�SFS A.z� INnIC ATFn IN TRI JSP I�PMFIC'ATIOVII PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SINGLE TRUSS BRACING INSTALL LEDGER OVER WALL (1)DIAGONAL BRACE PER T -BRACE FASTENED (4) TRUSSES APPLIED 11 I°I II II I°I II I 01 WEB w/ 12d @ 6"O.C. TO BACKSIDE OF WEB. T -BRACE TO BE THE I°1 SAME SIZE, BRACING APPLIEDTO I I AND GRADE AS WEB FRONT SIDE OF WEBS. ° TO BE ° II I°I O O ° ° ° ° 2x6 II I°I IF IF - CONTINUOUS LATERAL BRACING, SEE @ 16" OC �-,� 10D TOE NAILS @ 8" OC TRUSS SHOP DRAWING FOR QTY. AND ' LOCATION. IF MORE THAN (1) LATERAL 'FROM BOT. CHORD OF BRACE BRACE IS NEEDED, OVERLAP BRACE i� TRUSS HEEL TRUSS TO DBL. TOP PLATE AS SHOWN. PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SINGLE TRUSS BRACING 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS II NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LP'S DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LPOSOLIDSTART®ENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN "AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4." 3. RECTANGULAR HOLES ARE NOT ALLOWED. 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR. 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES. THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3 FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID -DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. 2x4 SYP#2 OUTLOOK[ @ 24" O.C. H2.5T OUTLOOKER TO TRUSS TOP CHOR (4)12d TOE DO NOT: CUT, NOTCH, OR DRILL HOLES IN BEAMS/ HEADERS UNLESS REVIEWED BY DESIGN PROFESSIONAL EXCEPTION: SMALL HOLES MAY BE DRILLED IN ACCORDANCE WITH THE BEAM HOLE DETAILS. 16 w/ (9)10d END @ 48" INSTALL LEDGER OVER WALL 1°1 II 1°1 11 T -BRACE FASTENED TOI 11 I°I II II I°I II I 01 WEB w/ 12d @ 6"O.C. 1 1 T -BRACE TO BE THE I°1 SAME SIZE, SPECIES, I I AND GRADE AS WEB I I TO BE BRACED. II I°I 2x6 II I°I 2x4 BLOCKING. FASTEN EACH END w/ (3)10d TOENAILS II NOTES: 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LP'S DESIGN/SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH CONCENTRATED LOADS, PLEASE CONTACT YOUR LPOSOLIDSTART®ENGINEERED WOOD PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN "AREA A"PROVIDED THAT: NO MORE THAN FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE MAXIMUM HOLE SIZE IS 1-1/2" FOR DEPTHS UP TO 9-1/4," AND 2" FOR DEPTHS GREATER THAN 9-1/4." 3. RECTANGULAR HOLES ARE NOT ALLOWED. 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD PRODUCTS DISTRIBUTOR. 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN "AREA B"TO ACCOMMODATE WIRING AND/OR WATER LINES. THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3 FROM THE BOTTOM AND TOP OF THE BEAM. FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID -DEPTH. 7. PROTECT PLUMBING HOLES FROM MOISTURE. 2x4 SYP#2 OUTLOOK[ @ 24" O.C. H2.5T OUTLOOKER TO TRUSS TOP CHOR (4)12d TOE DO NOT: CUT, NOTCH, OR DRILL HOLES IN BEAMS/ HEADERS UNLESS REVIEWED BY DESIGN PROFESSIONAL EXCEPTION: SMALL HOLES MAY BE DRILLED IN ACCORDANCE WITH THE BEAM HOLE DETAILS. 16 w/ (9)10d END @ 48" SCALE: 3/4" = 1'-0" BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) ROOF SHEATHING 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON 2x4 SPF#2 NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT BLOCKING END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL MAIN ROOF BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG MEMBER. PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. INSTALL LEDGER OVER WALL 1Rlg N,�4\7 4, FULL HEIGHT WOOD WALL " 11 s WALL SHEATHING PER ------ -- _TABLE //i/i/,l(f71I11111 W1\11\\\\\\ Luis A. Pontigo, PE TABLE 5/SO.0. RUN UP WALL STUDS AT 3" O.C.(TYP) 2x6 GABLE END TRUSS. @ 16" OC �-,� 10D TOE NAILS @ 8" OC ANGLE ' OR 'FROM BOT. CHORD OF BRACE i� TRUSS HEEL TRUSS TO DBL. TOP PLATE @ 24" OC LEDGER, FASTEN TO ROOF FRAMING 2x4 T -BRACE. ONLY 1� BELOW W/ (4) 12d NAILS REQUIRED FOR BRACE GABLE END ROOF TRUSS UON LENGTHS > 8'-0". W/ DROPPED TOP CHORD __------ -7 OVERFRAME RAFTERS, SEE PLAN. FASTEN w/ 10d ___---��- I j CS1 61 w/ (9)1 Od COMMONS@ 6" OC _ 1.1 RAFTER TO LEDGER W/ SIMPSON H3. EA E�D @ 48 LEDGER TO MAIN ROOF MEMBER W/ H3. EACH STUD OR TRUSS HEEL, 2x4 BLOCKING,. 1 48" PER SCHEDULE BELOW `MkSTAM24 @ 48" FASTEN EACH END\\ (8)1 Od 1 / 2x4x8' SYP#2 LATERAL BRACE EA. �' PROVIDE MTS12 OR CS18 DIRECTLY LEDGER SIZE & NAILING �� w/ (3)10d TOENAILS �\ COMMONS I �� 2x6 w/ 5-0.131x3" X -BRACE w/ (2)16d INTO BOTTOM AND MAIN ROOF MEMBER. NOT READ 10d ��E NAILS \TQ (4)1/4"Ox4Y2" SDS i IF RAFTER LENGTH < 48" CHORD OF EA. TRUSS. �� (8)1 Od (6) 1/ 4 "Ox4Y2" SDS @ 8" OC BLOCK DBL TOP 2x12 w/ (6)0.131x3" PLUS (6)1/4"Ox4Y2" SDS / COMM NS FROM �OT. CHORD OF PLT W/-(2)H2.5T HEEL (MAX 24" OC FASTENING) I I I N TRUSS yTO DBL. TOP PLATE I i OR (2)SDWC1-56QQ X11 WOOD WALL li 2x4 BLOCKING. FAST�N EACH END w/ (3)1 Od TOENAILS I N 1 CMU WALL L, BLOCK TO DBL\ TOP Cn i� PLT W/ (2)H�AT NOTES: 1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECS 2. SPACE GABLE END BRACING @ 4'-6" MAX. 3. ALL MATERIAL TO BE SYP#2 GABLE END BRACING a SCALE: 3/4" = 1'-0" BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) ROOF SHEATHING 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON 2x4 SPF#2 NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT BLOCKING END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL MAIN ROOF BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG MEMBER. PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. NOTES: NOTES: 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, 1. SEE PLAN FOR SPECIFIC LEDGER SIZE CRICKETS, ETC. 2. INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN 2. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 3. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. FOR CLARITY 6 OVE FRAME LEDGER LEDGER CONNECTION SO.1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" LOU Pontigo and Associates, Inc. 4745 Sutton Park Ct. Ste. 204 Jacksonville, H.32224 Ph: 242-0908 FL: CA # 8344 �dtiii\t1 l rift, 640,4 INSTALL LEDGER OVER WALL 1Rlg N,�4\7 4, SHEATHING WHEN SPECIFIED " 11 s ON PLAN '= 8d RING SHANK NAILS //i/i/,l(f71I11111 W1\11\\\\\\ Luis A. Pontigo, PE FL PE#53311 WALL STUDS AT 3" O.C.(TYP) @ 16" OC OR TRUSS HEEL 2x12 OR (2)2x6 OR (2)2x4 SYP#2 @ 24" OC LEDGER, FASTEN TO ROOF FRAMING BELOW W/ (4) 12d NAILS UON OVERFRAME RAFTERS, SEE PLAN. FRAMING 1.1 RAFTER TO LEDGER W/ SIMPSON H3. SYP#2 LEDGER ATTACH TO LEDGER TO MAIN ROOF MEMBER W/ H3. EACH STUD OR TRUSS HEEL, I NOT READ IF RAFTER LENGTH < I•'I 48" PER SCHEDULE BELOW ALT TO BOTH H3 ABOVE PROVIDE MTS12 OR CS18 DIRECTLY LEDGER SIZE & NAILING BETWEEN OVERFRAMING RAFTER 2x6 w/ 5-0.131x3" AND MAIN ROOF MEMBER. NOT READ 2x8 w/ (4)0.131x3" PLUS (4)1/4"Ox4Y2" SDS SCREWS IF RAFTER LENGTH < 48" *"' 2x10 w/ (4)0.131x3" PLUS (6) 1/ 4 "Ox4Y2" SDS SCREWS 2x12 w/ (6)0.131x3" PLUS (6)1/4"Ox4Y2" SDS SCREWS - FASTEN LEDGER TO EACH WALL STUD OR TRUSS HEEL (MAX 24" OC FASTENING) NOTES: NOTES: 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, 1. SEE PLAN FOR SPECIFIC LEDGER SIZE CRICKETS, ETC. 2. INSTALL LEDGER OVER WALL SHEATHING WHEN SPECIFIED ON PLAN 2. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 3. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. FOR CLARITY 6 OVE FRAME LEDGER LEDGER CONNECTION SO.1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" LOU Pontigo and Associates, Inc. 4745 Sutton Park Ct. Ste. 204 Jacksonville, H.32224 Ph: 242-0908 FL: CA # 8344 �dtiii\t1 l rift, 640,4 .zS1 1Rlg N,�4\7 4, " 11 s '= ST T Qa • " cc F ©°• , L O R app <•�e� //i/i/,l(f71I11111 W1\11\\\\\\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 71AJ0' NUM6ER MFRI-19-00217 DATE; 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LAP UNDER ROOF SQFT 1745 SHEET so.] SHEET 2 OF 12 In EMBEDDED 8x8 P.T. 1'-4" r » SYP#2 POST w/ 24"0 CONC. STAND OFF S1.OA 4A CONC. FOOTING SEE 1 - T----.-------- ------ 1.OA 6 S1.OA - PAD SEE 5/S1.OA - F2.01 - ----- -,.{yy F F2.0 4 4 .,. 4 {IX 3:. 4" CONCRETE SLAB w/ FIBEI NESH @ T.5 LBS/CU:YD• 4 -i - - RI a I ,.l OF CONCRETE OR 6x6 W1.-.4xW,1.M4 } F2: F WWF ON 6MILu VAPOR BARRJER IN PREPARED GRADE. n 32 PAVERS BY OTHERS 1 I s Sl.OA - v< ma _ S1.0 PROVIDE SA'W CUTS P -ER l i S1 OA I` I lj2/S1`.0A, BUILDER To v li w COORDINATEWITHr FINISH LL s FLOOR MATERIAL. 4 4! < 3 S1. OA I 1 _42 EMBEDDED 8x8 P.T. l �_..I 4. SYP#2 POST w/ 24"0C _ -- ' f I I. CON STAND OFF 1 CONC. FOOTING SEE L � F2 77777' 6/S1 OA 1 PAD SEE 5/S1 OA ,.. t E 4,`7CJ `• i T � � F2.0 F2.0 4A 1 413 1 413 1 S1.OA S1:OA S1.0 S1.0 S1.0 S1.0 '1 ly. m FOUNDATION PLAN SCALE: Y4"=1'-0" 4745 Sutton Park Ct. Ste. 204 Jacksonville, F1.32224 Ph: 242-0908 F L: CA # 8344 �i-,ai SYMBOLS LEGEND /t,�►I ��N� ��w��+{yi�gttttuitit�ir;f'Ifffffiffff " NIS" O - - - - ` ♦�' DESIGNATES FOOTING LINE IN 3 a s OF AT 1 DESIGNATES SLAB RECESS !I • �/� per°°•. ORO•� FOOTING SCHEDULE TYPE DEPTH WIDTH BOTTOM BARS F2.0 1'-0" F L P E#53311 2'-O"x2'-O" (3) #5 EW F2.5 1'-0" 2'-6"x2'-6" (3) #5 EW F3.0 1'-0" 3'-O"x3'-0" (3) #5 EW F3.5 1'-0" 3'-6"x3'-6" (4) #5 EW F4.0 1'-4" 4'-0"x4'-0" (4) #5 EW GENERAL FOUNDATION NOTES 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. SEE ARCH FOR DIMENSIONS 2. SEE GENERAL NOTES AND SPECIFICATIONS ON SO.0 FOR FEATURES NOT INCLUDED WITHIN THIS PLAN. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 4. SOIL AND FILL COMPACTION SHALL BE IN ACCORDANCE WITH GENERAL NOTES AND SPECIFICATIONS PROVIDED ON SO.0 4745 Sutton Park Ct. Ste. 204 Jacksonville, F1.32224 Ph: 242-0908 F L: CA # 8344 �i-,ai �-� C /t,�►I ��N� ��w��+{yi�gttttuitit�ir;f'Ifffffiffff " NIS" O a7 ` ♦�' IN 3 a s OF AT 1 !I • �/� per°°•. ORO•� Luis A. P o n t i o, PE F L P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION.FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUM6E11 MFlt1-19-00217 DATE 01/31/20 DRAFT/DES IGN/CHECK M J K/M J K/LA P UNDER ROOF SQFT 1745 SH EET S1.0 SHEET 3 OF 12 AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY EOR. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. 8" CMU WALL w/ (1)#5 VERT. DOWEL Q 48 OC. (ALIGNED W/ STEMWALL REINFORCING), IN ALL CORNERS AND AT WALL INTERSECTIONS. SEE SHEET S2.0 AND S2.1 FOR TYPICAL CMU ELEVATION, SECTIONS AND DETAILS Q CJ 0 w = 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT SLAB ON GRADE SEE PLAN GRADE OR CONC. �i��.. SLAB, SEE PLAN. I` `'�' CMU STEMWALL w/ (1)#5 y -VERTICAL DOWEL W/ 6" HOOK STEMWALL SCHEDULE CMU REINFORCING COURSES Associates, Inc. 1 TO 6 #5 VERT. Q 48" OC 7 TO 10 #5 VERT. 0 24" OC 11 TO 121 #5 VERT. @ 8" OC STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. EMBEDDED 9" INTO FTG, LAP � <AS SHOWN. SPACED PER \\STEMWALL SCHEDULE. 3 1 t -.. #3 C�? 48" 0. C. CLR �,F \, -.-< OR ROD CHAIRS 12"d x 24"w/ ( )# w 2 5 CONT NOTE: 1. GROUT ALL REINFORCED CMU CELLS AND ALL CMU CELLS BELOW GRADE PER SPECS ON SO.0 AND DETAIL 1/S2.1 TYPICAL STEMWALL AND FOOTING CONCRETE STAND—OFF PAD TO MATCH ARCHITECTURAL COLUMN DIMS. FOR BOX COL. w/#3 HAIRPINS AT EA. CORNER & #3 CLOSED TIE AT TOP T/PAD = HOUSE FINISH FLOOR — =rr r— T7 -r rr J _1111111 = _ PAD AT BOX COLUMNS WOOD POST PER PLAN. _ TYPICAL ANCHORAGE PER CONST. SPECS. PAVERS BY —d�0THERS -,,.--CONCRETE FOOTING (SEE PLAN) 1" DEEP SAWCUT SLAB ON GRADE SEE PLAN NOTES: 1. PROVIDE SAWCUTS TO CREATE AN APPROXIMATE 12'x12' MAX GRID 2. SAWCUT SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT u SAWCUT SCALE: 3/4 = V-0" WRAP PORTION OF POST POST PER EMBEDDED BELOW GRADE W/ PLAN SELF-ADHESIVE RUBBERIZED ASPHALTIC WATERPROOFING MEMBRANE 6x6-W1.4xW1.4 WELDED WIRE FABRIC ..._I.p L I _ I 24"Ox36" LONG I o CONCRETE PIER c 1 i 00 .. '�,,- 2-#5x16" REBAR 2'-0"0 DRILLED THROUGH POST K PROVIDE 6" OF GRAVEL FOR DRAINAGE EMBEDDED POST DETAIL SCALE: 3/4" = V-0" e 8" CMU OPEN BOTTOM LINTEL BLOCK w/ (1)#5 CONT 12" dOOK STEP, SEE ARCH INTO SLAB. SLAB ON SLAB ON ;__ _ GRADE - - .._ SEE PLAN GRADE -`- SEE PLAN EXPANSION JOINT ' MATERIAL \-A,V. 'f, '2 'EE 1 /S1.0A R STEMWALL ND FTG SPECS NOTE: 1. GROUT ALL REINFORCED CMU CELLS' AND ALL CMU CELLS BELOW GRADE PER SPECS ON SO.0 AND DETAIL 1/S2.1 3 STEMWALL AT OPENING ESCALE: 3/4" = V-0" MATCH DOOR WIDTH PER ARCH 3ja" RECESS SLAB ON GRADE - SEE PLAN PAVEMENT BY BUILDER EXPANSION JOINT 7 MATERIAL r 11 7 CLR 12"dx12" W/ (2)#5 CONT DETAIL B SLAB ON GRADE _ SEE PLAN 3" 12"612" W/ (2)#5 CONT DETAIL A THICKENED EDGE SCALE: 3/4" = V-0" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA 106 NUMBER M F RI -19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LAP UNDER ROOF SQFT 1745 SHEET S190A SHEE�4O �Fl Lou Pon ti -0o and Associates, Inc. 4745 Sutton Park Ct. Ste. 204 Jacksonville, F1. 32224 Ph: 242-0908 FL: CA# 8344 „ [ Y 4 .. .; a -E •of A � i .off ,• IR,�P \� _ SS�fO'N A%%%o% , Luis A. P o n t i o, PE FL PE#53311 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA 106 NUMBER M F RI -19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LAP UNDER ROOF SQFT 1745 SHEET S190A SHEE�4O �Fl In EMBEDDED 8x8 P.T. 4 2 8x8 P.T. SYP#2 POST SYP#2 POST w/ 24"0 CONC. FOOTING SEE S2.0 W/ABU88. SEE DETAIL _... w .._ BE 6/S1.0A �.--- - __. r - - (TYPICAL) 8x14 M ABOVE 2 S2.2. Lli 8x8 P.T. SYP#2 POST 8F16 8F16 m 1 W/ABU88. SEE DETAIL-/ I III � 2/S2.2. (TYPICAL) Q w BEAM ,ABOVE X 1 52.0 I w 1001I S2.0 >_�. 0 a I _a _ II`�V FASTEN TRELLIS oo ;' BEAMS TO POST 5/S2.3 EMBEDDED 8x8 P.T. I PER SYP 2 POST w 24"0 CONC. FOOTING SEE I I 8x16 CONC. BEAM 8x16 CONC. BEAMFAST SEE 3/S2.0 -= _ SEE 3/S2 0 } AMS 6 S1.0A \-POST / -- - - - - 8x14- ---- EPERE2/S2 20 M AB - - (TYPICAL) ..' x (T PIC L) 2 3 2 3 2 BEA VE S2.0 S2.0 S2.0 S2.0 S2.0 e FIRST LEVEL WALL FRAMING PLAN SCALE: Y4"=1'-0" SYMBOLS AND HATCH DESIGNATION LEGEND DESIGNATES SHEAR WALL. THE DASHED LINE SW APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. EDGE, 6" O.C. FIELD, SEE DETAIL 1/S2.2 NOMINAL LINTEL SEE DETAIL 6/S2.1 FOR WIDTH LINTEL SPECS. (INCLUDES 8 16 PRECAST BOT COURSE NOMINAL LINTEL SPECS) SEE PLAN FOR HEIGHT SPECIFIC LINTEL LOCATIONS HEADER SIZE, NUMBER OF PLIES, AND NUMBER (2)2x6-1/1 OF JACK/KINGS REQUIRED EACH END OF HEADER (3)2x6 NUMBER OF STUDS IN STUD COLUMN (1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN * WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T. 0. W. TOP OF WALL BEAM OR TRUSS ® 3/8"0 A307 THREADED ROD TERMINATES AT WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.3 5 5/8"0 A307 THREADED ROD TERMINATES AT ® WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.3 CMU PILASTER. SIZE PER PLAN CMU WALL OR PILASTER. SEE S2.0 AND S2.1 ® FOR SECTIONS, ELEVATIONS AND DETAILS. SEE S.0 FOR MATERIAL SPECS AND GEN NOTES CONCRETE BEAM, SIZE PER PLAN INTERIOR WOOD LOAD BEARING WALL WOOD WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE AND SPACING EXTERIOR 9'-1" MAX 2x4 OR 2x6 Q 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. EXTERIOR 14'-0" MAX 2x6 @ 16" O.C. INTERIOR 10'-0" MAX 12x4 OR 2x6 @ 16" O.C. INTERIOR 12'-0" MAX I 2x4 0 12" O.C. OR 2x6 @ 16" O.C. WALL STUD NOTES: 1. WALL STUDS SPECIFIED ON PLAN SUPERCEDE THIS TABLE 2. MIN STUD SIZE AND SPACING IS SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQMTS 3. ALL STUDS AND POST SHALL BE SPF#2, UON 4. USE SYP#2 FOR TOP PLATES 5. USE SYP#2 PT FOR BOTTOM PLATES 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING WALLS TO SLAB W/ 16d MASONRY CUT NAILS © 16" O.C. CMU FRAMING NOTES 1. REINFORCE CMU WALLS W/ (1)#5 VERTICAL @ 48" OC (UON ON PLAN), AT CORNERS, JAMBS, EA SIDE OF CONTROL JOINTS AND WALL INTERSECTIONS. 2. PROVIDE HORIZONTAL JOINT REINFORCING @ 16" OC. 3. GROUT CELLS W/ REINFORCMENT AND ALL CELLS BELOW GRADE, 4. WALL COURSING SHALL BE RUNNING BOND, STACK BOND NOT PERMITTED. CORNER AND WALL INTERSECTIONS SHALL HAVE INTERLOCKING COURSES 5. SEE SO.0 FOR MATERIAL SPECS AND GEN NOTES 6. SEE S2.0 AND S2.1 FOR TYPICAL CMU SECTIONS, ELEVATIONS AND DETAILS. WOOD FRAMING NOTES 1. SEE DETAIL 4/S2.3 FOR TYPICAL WALL FRAMING ELEVATION 2. SEE SHEET SO.O FOR SHEATHING SPECIFICATIONS 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADERS, STUD COLUMNS, ETC.) FASTEN PLIES PER DETAIL 1 /SO.1 4. AT SHEAR WALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 2/S2.3 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE DETAIL 2A/S2.1 6. UNLESS OTHERWISE NOTED, PROVIDE STUD COLUMNS BELOW ALL MULTI -PLY BEAMS AND GIRDERS THAT MATCH BEAM/GIRDER PLIES. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AND EQUAL SIZED STUD- COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE 4745 Sutton Park Ct. Ste. 204 Jacksonville, F1.32224 Ph: 242-0908 FL: CA # 8344 P ON \°\GENS. t� No 3 != ikS .� OF T 0 R\O ON AL Luis A. 11ontio, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR. TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR,REFER TO THE ARCHITECTURAL DRAWINGS OR r nr,JTArT THF F n R L['A J0' NUMBER M FR1-19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LA P UNDER ROOF SQFT 1745 SHEET S1.1 SH EET 5 OF 12 HOLLOWCORE NOTES FORMWORK & SHORING: THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI 301 & 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMING". FORMWORK FOR POST—TENSIONED SLABS SHALL ALLOW HORIZONTAL MOVEMENT OF CONCRETE DURING STRESSING OF TENDONS. SHORING AND RE—SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH CALCULATIONS. CALCULATIONS FOR THE RE—SHORING PROCESS MUST INCLUDE THE POURING AND THE STRIPPING CYCLE BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED CONCRETE STRENGTH AT THE TIME OF STRIPPING ANY NEW SLAB AND MUST BE SUBSTANTIATED BY PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN WITH AGE. THE CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING A NEW SLAB ARE NOT OVER—STRESSED BASED ON THE ASSUMED STRENGTH AND THE AGE AT THE TIME OF POURING. ALL RE—SHORING CALCULATIONS SHALL INCLUDE CALCULATIONS FOR MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE PLACING BOOM SUPPORT ETC. FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR THE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO INSURE COMPLIANCE WITH THESE DRAWINGS. NO FLAT SLAB SHALL BE STRIPPED AND RESHORED UNTIL CONCRETE HAS ACHIEVED A MINIMUM OF 85% OF DESIGN STRENGTH AND 72 HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST. HOLLOW CORE TOPPING: CONCRETE STRENGTH, fc' = 3000 psi MINIMUM DEPTH = 2" (MEASURED FROM HIGHEST CHAMBER IN SLAB) MAXIMUM AGGREGATE SIZE = 3/8" REINFORCEMENT: WWR 6x6 W1.4xW1.4 BONDING AGENT: DAYTON J40 ACRYLIC BONDING AGENT. BONDING AGENT SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. PRECAST SLABS MUST BE SWEPT CLEAN AND SATURATED WITH WATER PRIOR TO APPLYING AGENT (REMOVE STANDING WATER). CONCRETE TOPPING MUST BE PLACED IMMEDIATELY. DO NOT ALLOW BONDING AGENT TO DRY PRIOR TO PLACING CONCRETE. PROTECTION: PROTECT FRESH CONCRETE FROM DRYING WINDS, RAIN, DAMAGE OR SOILING CONTROL JOISTS: DON NOT INSTALLED JOINTS IN THE TOPPING SLAB PERPENDICULAR TO THE CONCRETE PLANK SPAN DIRECTION. PROVIDE JOINTS IN THE TOPPING SLAB AT HOLLOW CORE SLAB KEYWAYS PARALLEL TO PLANKS. PROVIDE JOINTS IN TOPPING SLAB AT ENDS OF HOLLOW CORE SLABS. PROVIDE JOINTS IN THE TOPPING SLAB WITHIN 5 HOURS OF PLACEMENT. THE MAXIMUM DEPTH OF JOINTS IS J'4". JOINTS MAY BE HAND—TOOLED OR SAWCUT. INSTALLING THE TOPPING SLAB AS RECOMMENDED ABOVE WILL MEET THE REQUIREMENTS FOR COMPOSITE ACTION WITH THE PRECAST SLABS. ALSO, THE RECOMMENDATIONS WILL HELP TO MINIMIZE SLAB CRACKING. HOWEVER, SOME SLAB CRACKING SHOULD BE ANTICIPATED. 3x10 TRELLIS JOISTS @ 26" O.C. SEE 5/S2.3 e HUC210-2 MASONRY HANGER 7 LUS28 HANGER (TYP) 2x10 P.T. SYP#2 DECK 2 JOISTS @ 16" O.C. S2.0 //,212,x(l2 N I x N N S2.2 STAIRS BY BUILDER (2)2x1 2 3 2 3 2 S2.o S2.o S2.o S2.0 S2.0 2x1 SYP#2 LEDGER. FASTEN W/ (2)x,2"x6"TITEN HD @ 16" O.C. HU 210-2 MASONRY HANGER x SECOND LEVEL FLOOR AND LOW ROOF FRAMING PLAN SCALE: )/4"=l '-0" SYMBOLS AND HATCH DESIGNATION LEGEND (2)H2.5T WOOD UPLIFT CONNECTOR HTS16 WOOD HIGH UPLIFT CONNECTOR HTSM16 CMU HIGH UPLIFT CONNECTOR f JA _. _I I1 b,b171, �b�iTb T i �E yr i 3_"...._..�.�.I ._ t.-_� 1 I 1 1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP PLATE. SEE 7/S2.2(WOOD) FOR CONNECTION DETAIL (UON ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON 1Y2" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. 4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL CORNERS W/ 2x10xl2'-0" LONG PT STRUCTURAL FASCIA, FASTENED TO EACH TRUSS W/ A34. I I I I I I I=L SII I I I _— I I 1 I I I I _(2)2x12 I I I I I 5 + U-111 I I II S2.0 I I O I I 1 I I S2.2 1 I S2.0 I I I I ;- J I I I I I I 1 O I I I I I-�-- 1 I I N I I I J I I O I I I I L Qo I I I I I I I II S2.2 j I w 71�11 — N I x N N S2.2 STAIRS BY BUILDER (2)2x1 2 3 2 3 2 S2.o S2.o S2.o S2.0 S2.0 2x1 SYP#2 LEDGER. FASTEN W/ (2)x,2"x6"TITEN HD @ 16" O.C. HU 210-2 MASONRY HANGER x SECOND LEVEL FLOOR AND LOW ROOF FRAMING PLAN SCALE: )/4"=l '-0" SYMBOLS AND HATCH DESIGNATION LEGEND (2)H2.5T WOOD UPLIFT CONNECTOR HTS16 WOOD HIGH UPLIFT CONNECTOR HTSM16 CMU HIGH UPLIFT CONNECTOR f PORCH CEILING SHEATHING, TABLE 8/SO.O ROOF FRAMING NOTES: 1. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP PLATE. SEE 7/S2.2(WOOD) FOR CONNECTION DETAIL (UON ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON 1Y2" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. 4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL CORNERS W/ 2x10xl2'-0" LONG PT STRUCTURAL FASCIA, FASTENED TO EACH TRUSS W/ A34. �v++tWR` q � P N q q O . TAT OF _ i ` w 0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J 2ND LEVEL FLOOR 8 LOW ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPAIOI NUMBER M F RI -19-00217 DATE 01/31/20 DRAFT/DESIGN/CH ECK MJK/MJK/ LA P UNDER ROOF SQ FT 1745 SHEET S1.2 SHEET 6 OF 12 2 S2.0 ry I 2 S2.0 (3)2x8-1/3 (3)2x8 1 /3 5 (1404 . . ` f t 04 STRAP HEADEf PER 4/S2.2 - -7: > i I BEAM CONN. r, 10 - �� PER 9/S2.2 i xI cxo 1 N y N 1 i N 11 L_j 1 STRAP HEADER 1 ? PER 4/S2.2 S2.0 I 1 o , _.._ _..X_ ----- 3 2 3 2 S2.0 S2.0 S2.0 S2.0 I SECOND LEVEL WALL FRAMING PLAN SCALE: '/,"=i' -o" IV N J a I - w 0 W W U) SYMBOLS AND HATCH DESIGNATION LEGEND _J Q N ' SW 'S N lie U) \ v WIDTH LINTEL SPECS. (INCLUDES 16 PRECAST BOT COURSE NOMINAL LINTEL SPECS) SEE PLAN FOR HEIGHT SPECIFIC LINTEL LOCATIONS N (2)2x6-1 /1 OF JACK/KINGS REQUIRED EACH END OF U Q Q W 1 i j w HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T.O.W. LL_ BEAM OR TRUSS 3/8"O A307 THREADED ROD TERMINATES AT Z W O n WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.3 N �. 1 5/8"0 A307 THREADED ROD TERMINATES AT ® O w ti SIMPSON LTT20B SEE 2/S2.1 J LTJ r CMU PILASTER. SIZE PER PLAN Q N J_€ m 11 1 E V JL.0 2 S2.0 ry I 2 S2.0 (3)2x8-1/3 (3)2x8 1 /3 5 (1404 . . ` f t 04 STRAP HEADEf PER 4/S2.2 - -7: > i I BEAM CONN. r, 10 - �� PER 9/S2.2 i xI cxo 1 N y N 1 i N 11 L_j 1 STRAP HEADER 1 ? PER 4/S2.2 S2.0 I 1 o , _.._ _..X_ ----- 3 2 3 2 S2.0 S2.0 S2.0 S2.0 I SECOND LEVEL WALL FRAMING PLAN SCALE: '/,"=i' -o" IV N J a I - w 0 W W U) SYMBOLS AND HATCH DESIGNATION LEGEND DESIGNATES SHEAR WALL. THE DASHED LINE SW APPLYS TO INTERIOR SW'S AND DESIGNATES THE SIDE OF THE WALL THE SHEATHING IS TO BE APPLIED. FASTEN W/ 8d COMMON @ 3" O.C. lie EDGE, 6" O.C. FIELD, SEE DETAIL 1/S2.3 NOMINAL LINTEL SEE DETAIL 6/S2.1 FOR WIDTH LINTEL SPECS. (INCLUDES 16 PRECAST BOT COURSE NOMINAL LINTEL SPECS) SEE PLAN FOR HEIGHT SPECIFIC LINTEL LOCATIONS HEADER SIZE, NUMBER OF PLIES, AND NUMBER (2)2x6-1 /1 OF JACK/KINGS REQUIRED EACH END OF HEADER (3) 2x6 NUMBER OF STUDS IN STUD COLUMN (1)CS18 *STRAP OR ANCHOR AT BASE OF STUD COLUMN * WHEN (TR) IS INDICATED ON PLAN, ADJACENT FULL HEIGHT ROD IS USED FOR UPLIFT TIE DOWN T.O.W. TOP OF WALL BEAM OR TRUSS 3/8"O A307 THREADED ROD TERMINATES AT WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.3 5 5/8"0 A307 THREADED ROD TERMINATES AT ® WOOD FRAMING TOP PLATE, SEE DETAIL 3/S2.3 Cj SIMPSON LTT20B SEE 2/S2.1 SIMPSON DTT2Z SEE 2/S2.1 r CMU PILASTER. SIZE PER PLAN CMU WALL OR PILASTER. SEE S2.0 AND S2.1 ® FOR SECTIONS, ELEVATIONS AND DETAILS. SEE SO.0 FOR MATERIAL SPECS AND GEN NOTES CONCRETE BEAM, SIZE PER PLAN INTERIOR WOOD LOAD BEARING WALL WOOD WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE AND SPACING EXTERIOR 9'-1" MAX 2x4 OR 2x6 @ 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. EXTERIOR 14'-0" MAX 2x6 @ 16" O.C. INTERIOR 10'-0" MAX 2x4 OR 2x6 @ 16" O.C. INTERIOR 12'-0" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. WALL STUD NOTES: 1. WALL STUDS SPECIFIED ON PLAN SUPERCEDE THIS TABLE 2. MIN STUD SIZE AND SPACING IS SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQMTS 3. ALL STUDS AND POST SHALL BE SPF#2, UON 4. USE SYP#2 FOR TOP PLATES 5. USE SYP#2 PT FOR BOTTOM PLATES 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING WALLS TO SLAB W/ 16d MASONRY CUT NAILS @ 16" O.C. CMU FRAMING NOTES 1. REINFORCE CMU WALLS W/ (1)#5 VERTICAL @ 48" OC (LION ON PLAN), AT CORNERS, JAMBS, EA SIDE OF CONTROL JOINTS AND WALL INTERSECTIONS. 2. PROVIDE HORIZONTAL JOINT REINFORCING Q 16" OC. 3. GROUT CELLS W/ REINFORCMENT AND ALL CELLS BELOW GRADE, 4. WALL COURSING SHALL BE RUNNING BOND, STACK BOND NOT PERMITTED. CORNER AND WALL INTERSECTIONS SHALL HAVE INTERLOCKING COURSES 5. SEE SO.0 FOR MATERIAL SPECS AND GEN NOTES 6. SEE S2.0 AND S2.1 FOR TYPICAL CMU SECTIONS, ELEVATIONS AND DETAILS. WOOD FRAMING NOTES 1. SEE DETAIL 4/S2.3 FOR TYPICAL WALL FRAMING ELEVATION 2. SEE SHEET SO.0 FOR SHEATHING SPECIFICATIONS 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADERS, STUD COLUMNS, ETC.) FASTEN PLIES PER DETAIL 1 /S0.1 4. AT SHEAR WALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 2/S2.3 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE DETAIL 2A/S2.1 6. UNLESS OTHERWISE NOTED, PROVIDE STUD COLUMNS BELOW ALL MULTI -PLY BEAMS AND GIRDERS THAT MATCH BEAM/GIRDER PLIES. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AND EQUAL SIZED STUD COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE 0ei�ri U �iihiFit ttT $04 Noll _ 3 _ OF � ;•- TAT - ° 0 OR S 0NAL`S.\. Luis A. PontiSo, PE FL PE#53311 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS DR CONTACT THE E.O.R. LPA JOB NUMBER MFRI-19-00217 DATE 01/31/20 DRAFT/DESIGN/CH ECK M J K/M J K/LA P UNDER ROOF SQFT 1745 SHEET S13 SH LET 7 OF12 RAFTER TAIL SEE 8/S2.2 10 S2.2 m C \N 7 S2.2 PORC I ft-SHEATHA6 AT BOTTi ;M CHORD r0F TRUSS SEE BLE 8jSC I iA ---- - E 11 S2.2 S2.2 I I I II i B01O d Q B01( ) r 74 7 RAFTER TAIL SEE 8/S2.2 S2.2 i u ROOF FRAMING PLAN SCALE: 1/,"=1'-0" Lou Pontigo and ROOF FRAMING NOTES: Associates, Inc. 1. SEE TABLE 6/S0.0 FOR ROOF SHEATHING SPECIFICATIONS 4745 Sutton Park Ct. Ste. 204 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS Jacksonville, F1.32224 AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP Ph: 242-0908 PLATE. SEE 7/S2.2(WOOD) FOR CONNECTION DETAIL (UON FL: CA # 8344 *--NN ,♦ V '9 CJ G.N� •� �! % `al s 31 o 9 8 - 4 B p,T 0F c� 8s10 Luis A. Ponti-o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR. TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. C77A'05 NUMBER M F RI -19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LA P UNDER ROOF SQFT 1745 SHEET SIA SHEET 8 OF 12 SYMBOLS AND HATCH DESIGNATION LEGEND (2)H2.5T WOOD UPLIFT CONNECTOR HTS16 WOOD HIGH UPLIFT CONNECTOR HTSM16 CMU HIGH UPLIFT CONNECTOR PORCH CEILING SHEATHING, TABLE 8/S0.0 ON PLAN) 3. WHEN USING (2)TWIST STRAPS ON 1Y" WIDE LUMBER, PLACE STRAPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EA OTHER, TO AVOID SPLITTING WOOD. 4. IMPORTANT NOTE: SUPPORT JACK TRUSSES AT ALL CORNERS W/ 2x10x12'-0* LONG PT STRUCTURAL FASCIA, FASTENED TO EACH TRUSS W/ A34. Lou Pontigo and ROOF FRAMING NOTES: Associates, Inc. 1. SEE TABLE 6/S0.0 FOR ROOF SHEATHING SPECIFICATIONS 4745 Sutton Park Ct. Ste. 204 2. EA TRUSS OR RAFTER MUST HAVE MIN (2)12d TOENAILS Jacksonville, F1.32224 AND (1)SIMPSON H2.5T FASTENED TO DOUBLE TOP Ph: 242-0908 PLATE. SEE 7/S2.2(WOOD) FOR CONNECTION DETAIL (UON FL: CA # 8344 *--NN ,♦ V '9 CJ G.N� •� �! % `al s 31 o 9 8 - 4 B p,T 0F c� 8s10 Luis A. Ponti-o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR. TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. C77A'05 NUMBER M F RI -19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LA P UNDER ROOF SQFT 1745 SHEET SIA SHEET 8 OF 12 #4 BENT BAR TOPP 2" STRUCT w/ 6x6 \ IN FLAT SHE[ u J Q0 6 HOLLOA SLAB AND TC SEE SLAB ON GRADE SEE PLAN ROOF SEE C: LA 7- A TIJ It, I r' 1A /C f) 7 L -------------- i SCHEMATIC WALL SECTION SCALE: 3/4" = 1'-0" G ,IC- FOP IC.TOP c� (1)#5 48" N NALL 'E SHEATHING PER SPECS lbs SEE 7/S22 .' i' RAFTER TAIL SEE R 8/S2.2 M! 2" STRUCTURAL TOPPING w/ 6x6 W2.1 xW2.1 WWF IN FLAT SHEETS. (TYPICAL) #4 BENT BAR GROUTED INTO TOPPING @ 24" O.C. 24„ 120" 0 J V _ I., QO 6" HOLLOW CORE 3" MIN. SLAB AND TOPPING,' xi SEE 5/S2.2� I WALL SHEATHING PER SPECS q5 CONT PROVIDE #4 (5 12" O.C. 'VERTICAL —REINFORCEMENT 6" INTO SLAB w/6" 90° HOOK ALONG EDGE OF SLAB CONT. 8x16 CONC. _ 13EAM w/2—#5 TOP & BOT. AND #3 8 O.C. DO NOT EXTEND FRANGIBLE WALL RE -BAR INTO TIE BEAM 8" CMU WALL w/ (1)#5 VERT. DOWEL 48" OC. UON ON PLAN (ALIGN W/ STEMWALL REINFORCING). SEE NOTES BELOW SCHEMATIC WALL SECTION SCALE: 3/4" = 1'-0" ROOF SHEATHING PER SPECS SEE 7/S2.2 AFTE AIL /S2. 0214 I �i�ii{ L I j �./ I i 3 � i I 1 I I � i I 1 i i i I I � WINDOW SILL 2" STRUCTURAL TOPPING s 3/S2.2 w/ 6 x 6 W2.1 xW2.1 WWF [ IN FLAT SHEETS. (TYPICAL) i #4 BENT BAR GROUTED INTO TOPPING @ 24" O.C. 24" 20" l _ #5 CONT „I 3 V_: _ b 6" HOLLOW CORE SLAB AND TOPPING, �_e CONT. 8x 6 CC SEE 5/S2.2 I I s w/2—#5 TDP & I #3 P 8„ l LJI I ` r I } 1 s 1 SLI 4 If I J( 1 I III t I ,I li j = I -—, I � I I SEE 4 B S1.0A / I ` FOR FTG SPECS I I L ------------J i ROOF SHEATHING, tl 3 SCHEMATIC WALL SECTION AT G RAGE OPENING S2.0 SCALE: 3/4" = 1'-0" (2)STORY EXTERIOR WALL TYPICAL WALL ELEVATION SCALE: /4» = 1'-0" J J a_ �Q � J m� 00Q �- m w zC:f �Q 0 l Lou PontiSo and Associates, Inc. 4745 Sutton Park Ct. Ste, 204 Jacksonville, FI. 32224 Ph: 242-0908 FL: CA # 8344 Nlipr nuYrirr \��`�4yy �y, �'"(♦ ems, Npkj Y. y. a e IN a n 9 AT OF :•��` -.,,moo,°• R\0Q,•,`C� Fss�o N A\- t- Ll i s 1Luis A. PontiSo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR. TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFE�EEWO. O THE ARCHITECTURAL DINGS OR CONTACT R. LPAJQB NUMBER MFRI-19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK MJ K/M J K/LA P UNDER ROOF SQ FT 1745 SHEET S2.0 SHEET 9 OF 12 IJ 4 I- � =MWALL w/ (1)#5 11 � a OWEL w/ 6" HOOK II }E Q m 9" Ico FTG, LAP m NTO SEE 1 /S1.0A w z „ I d 8 CMU STEMWALL w/ (1)#5 VERTICAL SLAB ON r-- ---1 _ DOWEL w/ 6" HOOK GRADE I EMBEDDED 9" INTO SEE PLAN ;` ;�'/ _ I FTG, LAP AS SHOWN. „ I SEE 1 /S1.OA f k f SEE 1 /S1.0A FOR FTG SPECS L------------ i SCHEMATIC WALL SECTION SCALE: 3/4" = 1'-0" ROOF SHEATHING PER SPECS SEE 7/S2.2 AFTE AIL /S2. 0214 I �i�ii{ L I j �./ I i 3 � i I 1 I I � i I 1 i i i I I � WINDOW SILL 2" STRUCTURAL TOPPING s 3/S2.2 w/ 6 x 6 W2.1 xW2.1 WWF [ IN FLAT SHEETS. (TYPICAL) i #4 BENT BAR GROUTED INTO TOPPING @ 24" O.C. 24" 20" l _ #5 CONT „I 3 V_: _ b 6" HOLLOW CORE SLAB AND TOPPING, �_e CONT. 8x 6 CC SEE 5/S2.2 I I s w/2—#5 TDP & I #3 P 8„ l LJI I ` r I } 1 s 1 SLI 4 If I J( 1 I III t I ,I li j = I -—, I � I I SEE 4 B S1.0A / I ` FOR FTG SPECS I I L ------------J i ROOF SHEATHING, tl 3 SCHEMATIC WALL SECTION AT G RAGE OPENING S2.0 SCALE: 3/4" = 1'-0" (2)STORY EXTERIOR WALL TYPICAL WALL ELEVATION SCALE: /4» = 1'-0" J J a_ �Q � J m� 00Q �- m w zC:f �Q 0 l Lou PontiSo and Associates, Inc. 4745 Sutton Park Ct. Ste, 204 Jacksonville, FI. 32224 Ph: 242-0908 FL: CA # 8344 Nlipr nuYrirr \��`�4yy �y, �'"(♦ ems, Npkj Y. y. a e IN a n 9 AT OF :•��` -.,,moo,°• R\0Q,•,`C� Fss�o N A\- t- Ll i s 1Luis A. PontiSo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR. TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFE�EEWO. O THE ARCHITECTURAL DINGS OR CONTACT R. LPAJQB NUMBER MFRI-19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK MJ K/M J K/LA P UNDER ROOF SQ FT 1745 SHEET S2.0 SHEET 9 OF 12 w w s = ry BOND BEAM AND o BOND BEAM AND rT TOP PLATE NOT w TOP PLATE NOT f- - SHOWN. SEE - _ SHOWN. SEE af 2/S2.1 TYP `'i J 2/S2.1 TYP CDN O CC) cV N IN 2 PLY STUD MIN 2 PLY STUD i LIEU OF 2 STUDS IN LIEU OF 2 STUDS ITS ACCEPTABLE ITS ACCEPTABLE CD CD _'O SISTER A TO SISTER A _ Li = MIN 2 PLY 6" LONG STUD 36" LONG STUD STUD 1'/2" VERT. EDGE DIST. Ir = FASTEN w/12- FASTEN w/12- ` r� ° ° 131x3" GUN 0.131x3" GUN NAILS TO TITEN SCREW. _� SIMPSON HTT5 OR �- HDU5. FASTEN °°° AILS C> 0 E- 0 f- = 26-10d COMONSry °° a -� w SIMPSON HUC410 CD I °°° S MPSON DTT2Z jl ° • • FASTENED TO CMU m _ r, ° ° J W/8- y4 x1/2 WALL w 18- 3/is "x23/4„ Ln ry I S S SCREWS / Lo co m o o f`I °°°° °o° SIMPSON TITEN SCREWS AND TO z BOND BEAM AND a BOND BEAM AND � J f� ° °° � LTT20B JOIST w/10 -10d NAILS. Q TOP PLATE NOT TOP PLATE NOT ` °°°° ra Y' THREADED ROD I:I SHOWN. SEE O SHOWN. SEE � It E OXIED 4" MIN OR 3/S2.1 TYP C' 3/S2.1 TYP �' �' ( 5/8 THREADED o Y2<6" TITEN HD J ° ROD EPDXIED ° Q„ �' N I I i I 7.5" MIN 00 y2 THREADED ROD SIMPSON HUC410 EPDXIED 4" MIN OR I� 1 I` '/2x6" TITEN HID CONNECTOR NOTES: 1. CONNECTORS TO BE ATTACHED _ TO FULLY GROUTED CMU WALL. w U CD _ _ _ 2. ATR IS ALL THREADED ROD. J17 3. SKEWED CONNECTOR OPTION IS =D AVAILABLE FOR HUC410. INSTALLATION IS SIMILAR TOCD HTT5 or HDU5 DTT2Z LTT20B DETAILS ABOVE. Q_ Nt off Q DWLS. TO MATCH d DWLS. TO MATCH m ¢ DWLS. TO MATCH Lo �, m Q VERTICAL REINF. ;n m Q VERTICAL REINF. m Q VERTICAL REINF. --l-LLJ m (TYP. U.N.O.) co m (TYP. U.N.O.) co m (TYP. U.N.O.) H z z_ z 2 OLD DOWN ATTAC MENT DETAIL 3 MASONRY HANGERS Q `L CLEAN OUT HOLE Q CLEAN OUT HOLE S2 1 AS REQUIRED. =I AS REQUIRED. S2.1 SCALE: N.T.S. GRADE BEAM GRADE BEAM GRADE BEAM SEE PLAN. SEE PLAN. SEE PLAN. WALL SECTION WALL SECTION WALL SECTION LOW -LIFT GROUTING (GROUTING WITHOUT CLEANOUM); HIGH -LIFT GROUTING (GROUTING WITH CLEANOUTS): HIGH -LIFT GROUTING ALTERNATE PER MSJC 2005 THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE (GROUTING WITH CIL ANOUTS): 5-4" SECTIONS (GROUT POUR HEIGHT OF 5'-4"), THAN 12'-8 SECTIONS (GROUT POUR HEIGHT OF THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN REINFORCED IS PLACED IN THE INTENDED CELLS 12'-8") FULL HEIGHT REINFORCED IS PLACED IN THE 12'-8" SECTIONS (GROUT POUR HEIGHT OF 12'-8"),„ MIN 48 BAR FOR OPENING OVER 4'-4" FOR OP NTNG TO 4'-4" FOLLOWED BY MAX. 5'-0" GROUT LIFTS. CONTINUITY OF INTENDED CELLS AND CLEANOUT HOLES ARE FULL HEIGHT REINFORCED IS PLACED IN THE INTENDED 1-5 VERTICAL EACH DIA. REBAR LAP # THE REINFORCEMENT IS MAINTAINED BY SPLICING REQUIRED AT CELLS WITH REBAR FOLLOWED BY MAX. CELLS AND CLEANOLT HOLES ARE REQUIRED AT CELLS TO 9 -4 WIDE, PROVIDE WIDE, P OVIDE 1-#5 CORNER, INTERSECTION, BETWEEN EACH SECTION. 5'-0" GROUT LIFTS. NO SPLICING IS REQUIRED. WITH REBAR FOLLOW -D BY MAX. 12'-8" GROUT LIFTS. 2-#5 VERTICAL EACH VERTICAI. EACH SIDE @ SPACING INDICATED NO SPLICING IS REQUIRED. SIDE OF OPENING. OF OPE ING. ON PLAN OR SCHED. GENERAL NOTES: In, Q 1. FOR BOTH LOW -LIFT AND HIGH -LIFT GROUTING, THE GROUT LIFT HEIGHT IS LIMITED TO 5 FT UNLESS THE FOLLOWING CONDITIONS CAN BE MET, IN WHICH CASE m � THE GROUT LIFT HEIGHT CAN BE INCREASED TO 12'-8" (HIGH -LIFT GROUTING ALTERNATE PER MSJC 2005): 4 ' D �:4'. 8„ CMU WALL. co M < z w H4- • THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES TYPICAL WALL • OPENI G, REINF. SEE a • THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. SEE PL N #5 HORIZONTAL TIE BEAM SCHED. ON REINFORCING (ONLY ONE 2. IF THE FIRST TWO CONDITIONS ARE MET BUT THERE ARE INTERMEDIATE BOND BEAMS WITHIN THE GROUT POUR, LIMIT THE GROUT LIFT HEIGHT TO THE BOTTOM PLAN VIEW BAR SHOWN FOR CLARITY). OF THE BOND BEAM, BUT CANNOT EXCEED 12'-8". PLAN. 3. WHEN BOTH OF ANY OF THE FIRST TWO CONDITIONS ARE NOT MET, PLACE LIFTS NOT EXCEEDING 5 FT. 1 TYPICAL CMU WALL GROUTING OPTIONS 4 CMU )AMB REINFORCING TYPICAL CMU s2.1 SCALE: 3/4" = 1'-0" 8„ 5 HORZONTAUCORNER SPLICE - S2.1 SCALE: 3/4" _ 1'-0" 8 77r 8F1 6 S2.1 8„7` 8x16 CONT BOND BEAM -- NOMINAL NOMINAL • N WIDTH HEIGHT TOP OF 00 .: � B�� T BOND BEAM S2.1 8F8 8F12 8F16 QUANTITY OF #5 T QUANTITY OF #5 STD. 90° HOOK 118/11T 1 B 1 T 1 B 1 T FIELD ADDED REBAR FIELD ADDED / / AT BOTTOM OF REBAR AT TOP OF 3 8" U -LINTEL CAVITY U -LINTEL CAVITY PROVIDE REINFORCED 7r 8x16 CONT BOND BEAM FASTEN 2x8 P.T. SYP#2 r r ,rf7 7 7 7 7 �-� w PRE -CAST BOTf�� si WINDOW/DOOR BUCK TO 8 CELL EACH SIDE OF 8,> v LINTEL PLAN / rr" i .,r f,„>r,.; ; ,r-.,, "�, h: „ 3 JOINT DESIGNATION COURSE OVER OPENINGS k_ CMU w/ /4 Ox2 /4 8» (SEE PLAN FOR SPECIFIC 'mr a ITAPCONS (8 24"o c INSTALL w/ PRE -CAST BOT COURSE OVER OPENINGS (SEE PLAN FOR SPECIFIC LINTEL SIZES). ADD (1)#5 CONT TOP AND BOT. STOP JOINT REINF. AT CONTROL JOINT FIELD ADDED LINTEL SIZES). ADD (1)#5 3 MIN. EACH SIDE. OF _i': CONTROL • N TOP REINF CONT TOP AND BOT. > ; ,._ .__ . ___ : _ ! PRE -FORMED JOINT JOINT REINF. d @ 16" O. CD FIELD PLACED CMU FILLER C. BACKER RO GROUT SOLID I - 4 CMU WALL. D MATERIAL ., .: m , _... __ S2.1 J ... CAULKING • • FIELD ADDED , I BOTTOM REINF ; 8F20 8F24 8F32 CAST -CRETE CORP -A �= DEPTH OF CAULKING f _ WIDTH OF STOP JOINT REINF. PRECAST LINTEL ONE HALF THE WIDTH 1 B/1 T 113/11T 1 B/1 T OF THE HEAD JOINT HEAD JOINT AT CONTROL JOINT I p. NOTES: �I _ x8 P.T. SYP#2 (n, 1. PRECAST LINTELS MUST BE DESIGNED BY CAST -CRETE CORP. OR BETTER. SEE INDOW/DOOR BUCK CAST -CRETE "PRECAST CONCRETE PRODUCT DESIGN GUIDE" FOR SPECS - I _'�- NOTES: 2. SEE 1ST AND 2ND LEVEL FRAMING PLAN FOR LINTEL PER OPENING DESIGNATION 1. PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR 3. PFOVIDE MIN 8" BEARING EACH SIDE OF OPENING. O 5 VERTICAL TO TOP NOT TO EXCEED 50'-0" 0/C. SPACING OF JOINTS SHOULD BE 4. GFOUT LINTEL SOLID. F BOND BEAM STEP. COORDINATED W/ ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW 5. EXTEND HORIZONTAL REINFORCING 16" PAST OPENING AND APPROVAL. 6 LINTEL DETAIL7 MASONRY WALL STEP 8 STRUCTURAL WINDOW/ OOR BUCK 9 CMU CONTROL JOINT S2.1 SCALE: 3/4" = 1'-0" S2.1 SCALE: 3/4" = 1'-0" S2.1 S2.1 SCALE: 3/4" = 1'-0" 0 33 1 *- Ir S OF :w Fs Luis A. Vonti90, PE FL P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR. SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. l FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER MFRI-19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LAP UNDER ROOF SQFT 1745 SHEET S2.1 SHEET 10 OF 12 4 ' --a --. -<-= ------------ --- aI e I 4 -- --a.-'--'- '-'L--a7 77 1- b dIEI G I ° 1 d d '.I tr I.' °d 9� eF w/ PRE -CAST BOT COURSE OVER OPENINGS (SEE PLAN FOR SPECIFIC LINTEL SIZES). ADD (1)#5 CONT TOP AND BOT. STOP JOINT REINF. AT CONTROL JOINT FIELD ADDED LINTEL SIZES). ADD (1)#5 3 MIN. EACH SIDE. OF _i': CONTROL • N TOP REINF CONT TOP AND BOT. > ; ,._ .__ . ___ : _ ! PRE -FORMED JOINT JOINT REINF. d @ 16" O. CD FIELD PLACED CMU FILLER C. BACKER RO GROUT SOLID I - 4 CMU WALL. D MATERIAL ., .: m , _... __ S2.1 J ... CAULKING • • FIELD ADDED , I BOTTOM REINF ; 8F20 8F24 8F32 CAST -CRETE CORP -A �= DEPTH OF CAULKING f _ WIDTH OF STOP JOINT REINF. PRECAST LINTEL ONE HALF THE WIDTH 1 B/1 T 113/11T 1 B/1 T OF THE HEAD JOINT HEAD JOINT AT CONTROL JOINT I p. NOTES: �I _ x8 P.T. SYP#2 (n, 1. PRECAST LINTELS MUST BE DESIGNED BY CAST -CRETE CORP. OR BETTER. SEE INDOW/DOOR BUCK CAST -CRETE "PRECAST CONCRETE PRODUCT DESIGN GUIDE" FOR SPECS - I _'�- NOTES: 2. SEE 1ST AND 2ND LEVEL FRAMING PLAN FOR LINTEL PER OPENING DESIGNATION 1. PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR 3. PFOVIDE MIN 8" BEARING EACH SIDE OF OPENING. O 5 VERTICAL TO TOP NOT TO EXCEED 50'-0" 0/C. SPACING OF JOINTS SHOULD BE 4. GFOUT LINTEL SOLID. F BOND BEAM STEP. COORDINATED W/ ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW 5. EXTEND HORIZONTAL REINFORCING 16" PAST OPENING AND APPROVAL. 6 LINTEL DETAIL7 MASONRY WALL STEP 8 STRUCTURAL WINDOW/ OOR BUCK 9 CMU CONTROL JOINT S2.1 SCALE: 3/4" = 1'-0" S2.1 SCALE: 3/4" = 1'-0" S2.1 S2.1 SCALE: 3/4" = 1'-0" 0 33 1 *- Ir S OF :w Fs Luis A. Vonti90, PE FL P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR. SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. l FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER MFRI-19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M J K/LAP UNDER ROOF SQFT 1745 SHEET S2.1 SHEET 10 OF 12 DECKING BY BUILDER BEAM PER PLAN DECK SECTION SCALE: 3/4" = 1'-0" -DECK JOI` PER PLA HANGER PI PLAN LEDGER PE PLA POST BASE: 4x4 POST: ABU44 MSTA24 POST MSTA24 6x6 POST:ABU66 STRAP BELOW STRAP 8x8 POST: ABU88 1 >> PORCH. SLAB o HTS16 HTS16 STRAP STRAP 5/8"0 ROD EPDXIED 6" MIN PLAN VIEW OF PORCH PLAN VIEW OF PORCH ELEVATION OF PORCH BEAM AT CORNER POST BEAM AT CENTER POST BEAM AT POST NOTES: 1. SEE TABLE 8/SO.0 FOR PORCH CEILING SHEATHING SPECIFICATIONS 2. FASTEN TRUSS TO BEAM PER DETAIL 1/S2.1 (DISREGARD FULL HEIGHT ANCHOR ON DETAIL) 3. WATER PROOFING BY BUILDER r -2 - TYPICAL PORCH FRAMING S2.2 SCALE: 3/a" = 1'-0" 2x4 BLOCKING @24" O.C. FASTEN EE w/ (3)1Od TOENAILS (4)1Od WALL INTERSECTION CONDITIONS FULL HEIGHT ANCHOR O O CORNER CONDITIONS STUD BELOW (11� I LOWER TOP OVER LAP DOUBLE PLATE AT BREAK TOP PLATES ORTHOGONAL VIEW OF CORNER NOTES: 1. DENOTES 10d @ 6" O.C. VERTICAL, UON 2. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 3. O DENOTES FULL HEIGHT HOLD DOWN, SEE PLAN 4. OVERLAP TOP PLATES AT CORNERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT REQD WHEN BASE ANCHOR IS INSTALLED TYPICAL CORNER Et INTERSECTION FRAMING PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 3/S2.2 FOR SIN H2.5- FULL 2.5-FULL H ANCHOR, PLAN HEEL < 5" TABLE 12: WINDOW SILL SCHEDULE ROUGH OPENING VERT TO TOP OF ONNECTOR SPF#2 SILL PLATES SILL PLATE TO JACK STUD CONNECTION EE LESS THAN 4'-4" B MIN (1) 2x4 (4) 10d TOE -NAILS 4'-5" TO 6'-4" LL HEIGHT OR KING STUD BASE, ANCHOR SEE PLAN* MIN (2) 2x4 (5) 10d TOE -NAILS 6'-5" TO 8'-4" SHEATHING MIN (3) 2x4 (1) A34 8'-5" TO 12'-0" r MIN (3) 2x6 (1) A35 GREATER THAN 12"-0" HEADER, SEE PLAN SEE PLAN TRUSS TO PLATE: H2.5T PLATE TO HEADER: LSTA18 @ 24" O.C. SEE 3/S2.2 FOR INSTALLATION I TABLE 13: HEADER STRAPPING SCHEDULE KEYNOTE VERT TO TOP OF ONNECTOR A BELOW W/ (2)MSTA36 IF STA18 @ 32" O.C. (MIN 3 STRAPS PER HEADER) B STA18 KING STUD TO TOP PLATE C n STA24 rD UON LL HEIGHT OR KING STUD BASE, ANCHOR SEE PLAN* INSTALLATION HEADER PLACED HEADER PLACED AT OUTSIDE FACE AT OUTSIDE FACE OF WALL OF WALL WINDOW SILL PER F11 WINDOW SILL PER B 2x4 WALL TABLE 12/52.2 2x6 WALL TABLE 12/S2.2 CONDITION CONDITION D D NOTES: C oc 1. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 481" OR LESS OR 4 - LESS OR WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE INTERMEDIATE JACKS STUDS 2. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 24" OR LESS IF NOTED ON PLAN 3. ALL HEADERS SHALL BE SYP#2 TYPICAL HEADER FRAMING DETAIL H116H UPLIFT HEADER STRAPPING .WHEN 4 SCALE: 3/4" = 1'-0" NOTED S2.2 ROOF SHEATHING, SEE SPECS ON SO.O. PREBUILT ENGINEERED" ROOF TRUSS BY OTHERS. 2x4 SYP OUTLOOKER @ o, MSN 24" O. C. 2x- SPF BLOCKING 3"x8" RAFTER TAIL TO' ROOF RIPPED TO FIT WITH BE SCABBED TO SIDE SHEATHING GAP SHOWN OF TRUSS FASTEN TO 0 0 RAFTER w/ 0.131 x32 t?° @ 6" O.C. STAGGERED 0 FASCIA BY SIMPSON _J SHEATHING MAY H2.5T UON TERMINATE AT TOP OF DBL TOP PLATE. FULL HEIGHT NNCHOR, SEE PLAN 5" < HEEL < 12" 2x4 BLOCKING BETWEEN EA TRUSS. FASTEN EA END W/ (3)10d TOE -NAILS EXTEND SHEATHING' VERT TO TOP OF * STRAP STUDS TO BELOW W/ (2)MSTA36 IF TOPPING w/ 6x6 w�~ Q c=r>wn HEADER IS LOCATED ON 2ND LEVEL n H2.5T �� J UON (5)1OdxY2' TO LSTA18 WRAPPED FROM (5)1Od TO TOP PLATE FULL HEIGHT LSTA18 WRAPPED FROM ANCHOR, SEE TOP PLATE HDR OVER TOP PLATE f SHEATHING BY HDR OVER TOP PLATE En. HEEL 12" OR GREATER (5)10 TO - r ooN000 HEADER v ` C (5)1Odx1Y2"� HEADER, � HEADER, TRUSS TO PLATE: TO HEADER SEE PLAN 2x6 BLOCKING + PLY SEE PLAN H2.5T FLITCH BEHIND PLYWOOD BLOCK BEHINDWOOD WALL LSTA18, FASTEN EACH PLY WALL LSTA18, FASTEN TO SHEATHING I� TO HEADER W/ (6)10d SHEATHING HEADER W/ (6)10d 2x4 ALL 2x6 WALL LSTA18 INSTALLATION INSTALLATION HEADER PLACED HEADER PLACED AT OUTSIDE FACE AT OUTSIDE FACE OF WALL OF WALL WINDOW SILL PER F11 WINDOW SILL PER B 2x4 WALL TABLE 12/52.2 2x6 WALL TABLE 12/S2.2 CONDITION CONDITION D D NOTES: C oc 1. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 481" OR LESS OR 4 - LESS OR WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE INTERMEDIATE JACKS STUDS 2. TOP PLATE TO HEADER CONNECTION NOT REQUIRED FOR OPENINGS 24" OR LESS IF NOTED ON PLAN 3. ALL HEADERS SHALL BE SYP#2 TYPICAL HEADER FRAMING DETAIL H116H UPLIFT HEADER STRAPPING .WHEN 4 SCALE: 3/4" = 1'-0" NOTED S2.2 ROOF SHEATHING, SEE SPECS ON SO.O. PREBUILT ENGINEERED" ROOF TRUSS BY OTHERS. 2x4 SYP OUTLOOKER @ o, MSN 24" O. C. 2x- SPF BLOCKING 3"x8" RAFTER TAIL TO' ROOF RIPPED TO FIT WITH BE SCABBED TO SIDE SHEATHING GAP SHOWN OF TRUSS FASTEN TO 0 0 RAFTER w/ 0.131 x32 t?° @ 6" O.C. STAGGERED 0 FASCIA BY SIMPSON _J SHEATHING MAY H2.5T UON TERMINATE AT TOP OF DBL TOP PLATE. FULL HEIGHT NNCHOR, SEE PLAN 5" < HEEL < 12" 2x4 BLOCKING BETWEEN EA TRUSS. FASTEN EA END W/ (3)10d TOE -NAILS EXTEND SHEATHING' VERT TO TOP OF 2" STRUCTURAL TRUSS AS SHOWN. 01iJ TOPPING w/ 6x6 w�~ Q c=r>wn SIMPSON n H2.5T �� J UON I� N FULL HEIGHT GROUT ANCHOR, SEE CORE SLAB,DESIGNED PLAN SHEATHING BY BREAK HEEL 12" OR GREATER NOTES: 1. CONTRACTOR MAY SUBSTITUTE (1)H2.5T W/ SIMPSON (1)SDWC15600 SCREW PER MANUFACTURE INSTALLATION SPECS 2. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECS � ROOF CONNECTION (WOOD) SCALE: 3/4" = 1'-0" 5 HOLLOW CORE SECTION S2.2 SCALE: 3/4" = 1'-0" H2.5T AT EACH OUTLOOKER ROOF TRUSS, SEE PLAN H2.5T @ r f f#e 32" O.C. FULL DEPTH BLOCKING (4)12d TOENAILS BETWEEN EACH TRUSS. (2 EACH SIDE) EXTERIOR --- .____._ ___ ___._._ BEARING WALL. 8 RAFTER TAIL CONNE TION 16 TRUSS w/ OUTLOOKERS S2.2 SCALE: N.T.S. S2.2 SCALE: 3/4" = 1'-0" FULL HEIGHT STUD TO BEAM W/ (2) ROWS 10d @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR - BASE ANCHOR NO CH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PO CH BEAM PER PLAN MIN (2)2x4 STUDS BELOW BE M & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. g TYP PORCH BEAM CONNE TION S2.2 SCALE: 3/4" = 1'-0" 2x4 SYP H3 AT OUTLOOKER @ EACH 24" O.C. OUTLOOKER ROOF SHEATHING 4-12d TOENAILS (2 EACH SIDE) BALLOON FRAMED RAKED WALL w/ STUDS @ 16" O.C. 4-12d TOE NAILS (2 EA SIDE) 2x4 BLOCKING BETWEEN OUTLOOKERS FACIA, SEE ROOF JOIST,/ u J ARCH SEE PLAN H3 @ RAKED 2x4 @ 16" 32" O.C. I O.C. PONY WALL 4-12d TOEMSTA24 @ NAILS (2 EA j SIDE) 32" O.C. HEADER PER PLAN 1 BALLOON FRAMED WALL OVER BEAM 0"jiliti lIIIHNfr;fif�r"a T `t_ \�1. •8°�\„j�NV +°•e l� ,J DC7 V O • N J E F .•��c� �O °°F�OFZiOP' 0 N %\_ Luis A. Pontigo, PE FL PE#53311 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR. JNSPECTION FEES: FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACTTHE E.O.R. LPAJ03 NUMBER MFRI-19-00217 DATE. 01/31/20 DRAFT/DESIGN/CHECK MJK/MJK/LA P UNDER ROOF SQFT 1745 SHEET S202 SHEET 11 OF 12 2" STRUCTURAL TOPPING w/ 6x6 W2.1 xW2.1 WWF IN FLAT SHEETS. (TYPICAL) 6" HOLLOW GROUT JOINT SOLID CORE SLAB,DESIGNED PRIOR TO PLACING BY TOPPING SLAB SUPPLIER ooN000 C 5 HOLLOW CORE SECTION S2.2 SCALE: 3/4" = 1'-0" H2.5T AT EACH OUTLOOKER ROOF TRUSS, SEE PLAN H2.5T @ r f f#e 32" O.C. FULL DEPTH BLOCKING (4)12d TOENAILS BETWEEN EACH TRUSS. (2 EACH SIDE) EXTERIOR --- .____._ ___ ___._._ BEARING WALL. 8 RAFTER TAIL CONNE TION 16 TRUSS w/ OUTLOOKERS S2.2 SCALE: N.T.S. S2.2 SCALE: 3/4" = 1'-0" FULL HEIGHT STUD TO BEAM W/ (2) ROWS 10d @ 3" O.C., MIN (8)10d. ADD (2)MSTA24 OR (2)HTS16 SEE PLAN FOR FULL HEIGHT ANCHOR OR - BASE ANCHOR NO CH BEAM 3" & POCKET INTO WALL BELOW DBL TOP PLT PO CH BEAM PER PLAN MIN (2)2x4 STUDS BELOW BE M & (1)FULL HEIGHT STUD ADJ TO PORCH HEADER. g TYP PORCH BEAM CONNE TION S2.2 SCALE: 3/4" = 1'-0" 2x4 SYP H3 AT OUTLOOKER @ EACH 24" O.C. OUTLOOKER ROOF SHEATHING 4-12d TOENAILS (2 EACH SIDE) BALLOON FRAMED RAKED WALL w/ STUDS @ 16" O.C. 4-12d TOE NAILS (2 EA SIDE) 2x4 BLOCKING BETWEEN OUTLOOKERS FACIA, SEE ROOF JOIST,/ u J ARCH SEE PLAN H3 @ RAKED 2x4 @ 16" 32" O.C. I O.C. PONY WALL 4-12d TOEMSTA24 @ NAILS (2 EA j SIDE) 32" O.C. HEADER PER PLAN 1 BALLOON FRAMED WALL OVER BEAM 0"jiliti lIIIHNfr;fif�r"a T `t_ \�1. •8°�\„j�NV +°•e l� ,J DC7 V O • N J E F .•��c� �O °°F�OFZiOP' 0 N %\_ Luis A. Pontigo, PE FL PE#53311 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 ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR. JNSPECTION FEES: FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACTTHE E.O.R. LPAJ03 NUMBER MFRI-19-00217 DATE. 01/31/20 DRAFT/DESIGN/CHECK MJK/MJK/LA P UNDER ROOF SQFT 1745 SHEET S202 SHEET 11 OF 12 TABLE 14: SHEARWALL END STUD STRAPPING SCHEDULE KEYNOTE CONNECTOR A UPPER STUDS TO LOWER STUDS W/ FULL HEIGHT ANCHOR UON ON PLAN B SOLE PLATE ANCHORS C9 24" O.C. SEE DETAIL 2/S2.1 C ADDITIONAL STRAPS OR HOLD DOWNS AS NOTED ON PLAN TYPICAL SEE 2/S2.3 FOR OPENING DIAPHRAGM CONNECTION O B CX�_ C SEE PLAN FOR SHEAR WALL EXTENTS NOTES: 1. PROVIDE �116" OSB SHEATHING W/ 8d COMMON @ 3" O.C. EDGE AND 6" O.C. FIELD 2. PROVIDE MINIMUM OF (2)STUDS AT EACH END OF SHEARWALL. KING/JACK STUDS AT HEADERS MAY SERVE AS END STUDS FOR SHEARWALL 3. FASTEN TOP OF INTERIOR SHEAR WALLS PER 2/S2.3 4. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER DETAILS ON S1.OA 5. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED, SEE PLAN r_i--�TYPICAL SHEAR WALL ELEVATION S2.3 SCALE: 3/4 = 1'-0 TYPICAL HEADER NAILING 0.131X3" TOE NAILS TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (2) Q 2x4, 14" LVL, 16" LVL = (9) NAILS (3) @ 2x6, (4) @ 2x8. SYP#2 DBL. F TOP PLATE 2x—BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) © 2x6, (5) G 2x8. PT. SPF#2 SOLE PLATE WALL FRAMING AT PLATE CHANGE CONDITION 4 TYP. WALL SECTIONS S2.3J SCALE: 3/4" = 1'-0" RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 6/S2.0 FOR SILL SIZE AND CONNECTION EACH END 2x4 SYP#2 CATS @ 12" O.C. FASTEN TO TOP PLT W/ (4) 1 O FASTEN CATS EACH END W/ (3) 10d TOE—NAILS OPTION A 2x_ SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS W/ 10d @ 3" O.C. EDGE OF 2x_ MAY OVERHANG TOP PLATE. OPTION B 2x4 SYP#2 NAILER. FASTEN TO TRUSS BOTTOM CHORD W/ 2x4 SYP#2 NAILER. 10d ® 3" O.C. FASTEN TO TRUSS BOTTOM CHORD W/ 10d @ 3" O.C. 7/6" SHEATHING. 16" MAX. �416" SHEATHING. FASTEN TO TOP FASTEN TO TOP PLATE & NAILER --'PLATE & NAILERS W/ 8d COMMON W/ 8d COMMON Q 3" 0. C. @ 3" O.C. OPTION C OPTION D TOP PLATE TO TRUSS W )4"x6" SDS SCREW OR SD WC15600 @ 32" O.C. OPTION E I `A C © 0 `�� 1 E,✓ WOOD PLATE HOLE 0 TABLE 15: THREADED ROD HOLD DOWN INSTALLATION CHART ROD 0 ® © 0 WASHER SPEC. (PER PLAN) WOOD PLATE HOLE 0 CONCRETE HOLE 4 WASHER SIZE EMBED DEPTH EDGE DISTANCE MONO STEM MONO STEM 1/2 Y2„ Y2„ 2%2),xYB„ 4" 4" 2„ 3„ 48" 3/4„ 3/4„ 3"x3„xy4„ 7)2» 12„ 2Y2„ 3„ THREADED ROD HOLD DOWN SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2% 2"x )8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1 LARGER ER /4 THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS INU I tJ: 1 SEE FRAMING PLAN FOR ANCHOR LOCATIONS 2 SHEAR WALL ROIDF DIAPHRAGM CONNECTIONS 3 THREADED ROD HOLD DOWN `2.3 SCALE: 3/4" = 1'-0„ S2.3 SCALE: —0” MIN. SPLICE LENGTH / (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER,4'-0" MIN. PER PLAN I _I SLAB, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION '/2 ' MAX.-"MIN'- FROM AX.MINFROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 C9 12" O.C. STAGGERED. ,., µ ARCHED TRANSOM OPTION: 2x SPF DIAGONAL_ BLOCKING DROPPED FASTENED w/ 3--0.131 "x3" HEADER'_ EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKIN(S- WINDOW SYP 2 HEADER, ATTACHMENTS MUST HALF -LAP JOINT ISOMETRIC # ANCHOR INTO 2x MATERIAL. PER PLANS JACK AND KING STUDS, SEE PLAN 3x10 TRELLIS JOIST FASTEN TO TRELLIS BEAM w WINDOW SILL SEE 2—'/4"x4" SDS TOE—SCREWS SCHEDULE 6/S2.0 SOLE PLATE ANCHOR: FOR SILL SIZE AND 1/2"0 x 6" LG (MIN CONNECTION EACH END 32" EMBED.) THREADED ROD BUILDER MAY CHOOSE ANCHOR DRILLED & EITHER THE DROPPED EPDXY w/2"O x $" HEADER CONDITION OR PLATE WASHER, RAISED HEADER CONDITION i SEE SCHEDULE BELOW WALL FRAMING AT SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/8" 3'/2" 1 /4" 1/2 48" 24" 2x2x'/$" 3'/2" 1 /4" MASA 48" 24" N/A N/A /A TRELLIS BEAM PER PLAT` '/2 "0 T.R. W/ 2x2x'/s„ WASHER COUNTER SUNK INTO BEAM. MIN 6" EMBEDMENT w/ EPDXY INTO POST BELOW aP JOINT NOTCH BEAM OVER EA. ABOVE POST END POST CONNECTION ISOMETRIC '/2"0 T.R. W/ 2x2x'/8" WASHER COUNTER SUNK INTO BEAM. MIN 6" EMBEDMENT w/ EPDXY INTO POST BELOW HALF—LAP JOINT NOTCH /� TRELLIS BEAM OVER EA. / OTHER ABOVE POST POST PER PLAN 4745 Sutton Park Ct. Ste. 204 Jacksonville, F1.32224 Ph: 242-0908 FL: CA # 8344 Y9P..•y- ,�. � d 1 b Y ENS ♦ No. LD ST O :: C LuisA. Pontigo, PE FL PE453311 REVISIONS DAT2E FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT S THESE CALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE IL ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. C-7A'06'NUMBER MF 1-19-00217 DATE 01/31/20 DRAFT/DESIGN/CHECK M J K/M JK/LA P UNDER ROOF SQ FT 1745 SHEET S.3 SHEET12 0F 12 7_0" sillfence fabric over wire mesh wire tmetal a -posts or wood stakes 5"T14 comp. By: S remove trees as shown Kz Date: 2120/2021 trees "own t0 5"T14 Public Works Department ,0,0' :0<'K City of Atlantic Beach = Permit No: 6"T14 Address: 1725 Beach Ave p Required Storage Volume 1, Criteria: SOAMS2651E 73 3T ME1 nl Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: in V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff ar Where: V =Volume of Runoff to be stored (cubic feet) in C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) �f and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25 -yr / 24 -hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: fr Lot Area ft2 �i iV Impervious Area A ' ft2 - 39.6° WEST LOT V = 0.92 x 1,138.0 x 9.3 / 12 V=811 ft3 Provided Storage: Area 1 - Relative Eiev, Area Storage Sideslope i :1 t0 ft ft2) ft3 - 484 328 BOTTOM size 35 X nowl,� TOB size�� XArea 13.6 10, 608 I1 2 - Relative Elev. Area Storage ft(ft)ft3) BOTTOM size 0 X m � ON # 0 TOB size R X 0 �'i ._.. fi Area 3 - Relative Elev. ` Area Storage ft.ft2) ft3) 0 BOTTOM size 0 X 0 0111., "I'me TOB size . Inground Storage: = A*d/pf Total Storage Area at TOB (A) $08.0 ft2 Depth to ESHWT from BOTTOM (d) ` default is 2.0 ft, verify onsite ESHWT 7 ,ft, Pore Factor (pf) - 0.4 default is 0.4 Inground Storage Provided 486.4 ft3 Required Treatment Volume = 811 ft3 Supplied Treatment Volume = 814 ft3 Retention Beach Avenue 1725 East Lot #2 2/20/2020 7_0" sillfence fabric over wire mesh wire tmetal a -posts or wood stakes 1 SILT FENCE ELEVATION / SECTION A1.2 A1.2 FOUND 1\2" IRON PIPE, NO CAP DESIGN CRITERIA`. Residential Building Classification: Typ, V Construction Site Plain Notes Building Type: Legal Description Site Plan Key 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Unless otherwise noted, project site considerations shall be the resp nsibility of the The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North DENOTES CONCRETE COVERAGE owner and/or contractor. Examples of such items include, but shall n t be limited to, are in question, obtain clarification before continuing with construction. Builder determination of grade elevations, drainage features, and special require nents associated Atlantic Beach, Unit No. 1 - R -c -b -s Corporation, According To The Plat Thereof shall verify all dimensions & conditions at jobsite. with FEMA flood hazard and/or DEP zones. Recorded In Plat Book 15, Pae 10 Of The Current Public Records Of Duval Count 000000000000 2. See AO.2 fors ecifications & Notes. g Y 000000000000 TURF -BLOCK P Florida. 10000000000001 3. This drawing is based on a boundary and/or topographic survey made by The contractor is responsible for the means and methods of const ction. It is the Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. contractor's sole responsibility to determine the procedure, sequence and temporary UNDER -GROUND WATER RETENTION AREA 4. See site survey fDr existing conditions not shown on this plan. bracing as to insure the safety of the building and its component parts du g construction. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual 5. Contractor shall establish finish floor elevation. Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From 6. Building layout dimensions are shown to outside face of foundation wall. See The contractor shall verify all conditions and dimensions at the job site prior to The Flood Insurance Rate Map Number 12031c0407h, Revised June 03, 2013 For \ i4 NEW CONTOURS commencing work. Floor Plans for clarification- Duval County, Florida 7. Work shown is new unless specifically noted as existing. The contractor shall supply, locate, and build into the work all inserts, I nchors, angles, �� --- ---- _....,` ``~ """ 12.5' NEW SPOT ELEVATIONS 8 The General Contractor shall verifyall property lines easements dimensions & Existi l Lot Area Calculations h GP p Y plates, openings, sleeves, hangers, slab depressions, or other compo ents as may be " A` m -•-.....",.."_....., M....- ..... ..w .....,,., _ Y' -- setback requirements w/the appropriate department of Atlantic Beach, FL . i Sq Ftp Percent; required to attach and accommodate other work. _ 9. Construction materials, equipment & procedures shall be in general accord with ; Lot 2875 100.0%, - - - - - EXISTING GRADE CoNTouxs the Florida Department of Transportation "Standard Specifications for Highway o - 15 p P P g Y It is the owner's contractor's responsibility to obtain a soils ex to tion report. The Existin Impervious Roofed Structures 0 0 0 /o i modified b technical specifications. Constructions",latest edition, as mo y to c n p Engineer shall be notified if soilconditions encountered differ rom the noted ;Existing Impervious Driveway � 0 0.0% • , ,.�. _. Impervious .....�..-.... ,". .....:. ....m.,�.n„a...w:,._-..m»,..�� :.....�..-.._....�,., ,,�.,,.u.,...,,,�...�...�.,. ..v ..�..,,",... ,..�...�...,,....,.__.,�,1 X 1 1.39 EXISTING SPOT ELEVATIONS 10. City of Atlantic Beach required lot elevation to remain as existing, can not raise assumptions. All requirements for site preparation and soil compactio specified m the Existin p ervious Concrete i 0 0.0%s lot elevation. soils report shall be followed unless more stringent requirements are s ecified in these p 11. Detached Garage structure 2 stories, not to exceed 25 feet in height. plans. FExisting Total Impervious 0 0.0%i � SILT FENCE 12. Silt fence will be provided along property line in best place for the erosion yProvosed Lot Area Calculations Parcel B \, � control. _ _ F »_ �» ,_,ro ". a. \ /', S Ft Percent, TREES TO BE REMOVED, VERIFY w/LANDSCAPE ARCHITECT 13. All run off must remain on-site during construction. q _ _ i �'� 14. All Roof run off to be collected on catch Basin & distributed through pop up ;Lot 2875; 100.0%= drain es southward & awl from the structure d n pip u : y I Impervious Roofed Structure Detached Garage � 598: 3.1% "_... »... . .. . .. .. ........ _,. w.... Impervious Covered Concrete Porches 15. Parking dimensions are shown to front of curb unless noted otherwise. Curb & o1,0%;0 P New Pervious Drive ways 396 sq ft @ 50% 198 s gutter dimensions are shown to back of curb unless noted otherwise. _, ., _ ..... _.; 16. All Concrete drivewayaprons must be 5" thick, 4 000 psi, with fibermesh from New Impervious Parking Pad 448 sq ft @ 50% 224 1 1%; Impervious Roofed Structures P P u . .. _ El edge of pavement to the property line. Reinforcing rods or mesh are not Existing Impervious Additional Concrete 118 0.6% allowed in the right-of-way. 'New Proposed Total Impervious 1138 39.6/ 50% Pervious Pool &Pool Coping 17. Maximum Apron radius shall not exceed 3'- - -� 18. Maximum driveway width within City Right of Way is 20'. 19. All driveways shall extend entirely to public streets to which they connect, Impervious Additional Concrete Coverage whether shown or not shown. 20. Transition smoothly from new asphalt to existing asphalt in a manner that will 6""4 Impervious Garden / Retaining Walls facilitate the smooth flow of water without puddling or ponding. 21. Roll off container must be on City approved list. Container cannot be placed on Pervious Pavers On Pervious Bed 22. City right-of-way. 23. Full right-of-way restoration, including sod, is required. 0"T. 24. See E2.4 for Exterior Light Fixture cut sheet & Selections. FOUND 1\2" IR 14 4 5° PIPE, NO CAP 2"T15 FOUND 1\2" IRON N07154'44"W 71.03' (FIELD) PIPE, NO CAP s 10.8' e POP -"P 16 SO FT dir : .,� flow oifl°� gutters to pop-up & water retention/storage 8"T26 0C} :0';OOOG?000.:r000<70047?CAli- w t ' lS ?6fi=?., i<S C 5 2"T15 8"T14 5"T14 = remove trees as shown x trees "own t0 5"T14 trees as shown ,0,0' :0<'K O = trees as shown 5714 6"T14 X p � �,.•; � 1, O ✓�'' L°C SOAMS2651E 73 3T ME1 nl �� Oma^ 5 in s - ar in �f - N r v� �i iV _ t0 t0 - 9'-2" 4'-2" I1 1 SILT FENCE ELEVATION / SECTION A1.2 A1.2 FOUND 1\2" IRON PIPE, NO CAP DESIGN CRITERIA`. Residential Building Classification: Typ, V Construction Site Plain Notes Building Type: Legal Description Site Plan Key 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Unless otherwise noted, project site considerations shall be the resp nsibility of the The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North DENOTES CONCRETE COVERAGE owner and/or contractor. Examples of such items include, but shall n t be limited to, are in question, obtain clarification before continuing with construction. Builder determination of grade elevations, drainage features, and special require nents associated Atlantic Beach, Unit No. 1 - R -c -b -s Corporation, According To The Plat Thereof shall verify all dimensions & conditions at jobsite. with FEMA flood hazard and/or DEP zones. Recorded In Plat Book 15, Pae 10 Of The Current Public Records Of Duval Count 000000000000 2. See AO.2 fors ecifications & Notes. g Y 000000000000 TURF -BLOCK P Florida. 10000000000001 3. This drawing is based on a boundary and/or topographic survey made by The contractor is responsible for the means and methods of const ction. It is the Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. contractor's sole responsibility to determine the procedure, sequence and temporary UNDER -GROUND WATER RETENTION AREA 4. See site survey fDr existing conditions not shown on this plan. bracing as to insure the safety of the building and its component parts du g construction. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual 5. Contractor shall establish finish floor elevation. Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From 6. Building layout dimensions are shown to outside face of foundation wall. See The contractor shall verify all conditions and dimensions at the job site prior to The Flood Insurance Rate Map Number 12031c0407h, Revised June 03, 2013 For \ i4 NEW CONTOURS commencing work. Floor Plans for clarification- Duval County, Florida 7. Work shown is new unless specifically noted as existing. The contractor shall supply, locate, and build into the work all inserts, I nchors, angles, �� --- ---- _....,` ``~ """ 12.5' NEW SPOT ELEVATIONS 8 The General Contractor shall verifyall property lines easements dimensions & Existi l Lot Area Calculations h GP p Y plates, openings, sleeves, hangers, slab depressions, or other compo ents as may be " A` m -•-.....",.."_....., M....- ..... ..w .....,,., _ Y' -- setback requirements w/the appropriate department of Atlantic Beach, FL . i Sq Ftp Percent; required to attach and accommodate other work. _ 9. Construction materials, equipment & procedures shall be in general accord with ; Lot 2875 100.0%, - - - - - EXISTING GRADE CoNTouxs the Florida Department of Transportation "Standard Specifications for Highway o - 15 p P P g Y It is the owner's contractor's responsibility to obtain a soils ex to tion report. The Existin Impervious Roofed Structures 0 0 0 /o i modified b technical specifications. Constructions",latest edition, as mo y to c n p Engineer shall be notified if soilconditions encountered differ rom the noted ;Existing Impervious Driveway � 0 0.0% • , ,.�. _. Impervious .....�..-.... ,". .....:. ....m.,�.n„a...w:,._-..m»,..�� :.....�..-.._....�,., ,,�.,,.u.,...,,,�...�...�.,. ..v ..�..,,",... ,..�...�...,,....,.__.,�,1 X 1 1.39 EXISTING SPOT ELEVATIONS 10. City of Atlantic Beach required lot elevation to remain as existing, can not raise assumptions. All requirements for site preparation and soil compactio specified m the Existin p ervious Concrete i 0 0.0%s lot elevation. soils report shall be followed unless more stringent requirements are s ecified in these p 11. Detached Garage structure 2 stories, not to exceed 25 feet in height. plans. FExisting Total Impervious 0 0.0%i � SILT FENCE 12. Silt fence will be provided along property line in best place for the erosion yProvosed Lot Area Calculations Parcel B \, � control. _ _ F »_ �» ,_,ro ". a. \ /', S Ft Percent, TREES TO BE REMOVED, VERIFY w/LANDSCAPE ARCHITECT 13. All run off must remain on-site during construction. q _ _ i �'� 14. All Roof run off to be collected on catch Basin & distributed through pop up ;Lot 2875; 100.0%= drain es southward & awl from the structure d n pip u : y I Impervious Roofed Structure Detached Garage � 598: 3.1% "_... »... . .. . .. .. ........ _,. w.... Impervious Covered Concrete Porches 15. Parking dimensions are shown to front of curb unless noted otherwise. Curb & o1,0%;0 P New Pervious Drive ways 396 sq ft @ 50% 198 s gutter dimensions are shown to back of curb unless noted otherwise. _, ., _ ..... _.; 16. All Concrete drivewayaprons must be 5" thick, 4 000 psi, with fibermesh from New Impervious Parking Pad 448 sq ft @ 50% 224 1 1%; Impervious Roofed Structures P P u . .. _ El edge of pavement to the property line. Reinforcing rods or mesh are not Existing Impervious Additional Concrete 118 0.6% allowed in the right-of-way. 'New Proposed Total Impervious 1138 39.6/ 50% Pervious Pool &Pool Coping 17. Maximum Apron radius shall not exceed 3'- - -� 18. Maximum driveway width within City Right of Way is 20'. 19. All driveways shall extend entirely to public streets to which they connect, Impervious Additional Concrete Coverage whether shown or not shown. 20. Transition smoothly from new asphalt to existing asphalt in a manner that will 6""4 Impervious Garden / Retaining Walls facilitate the smooth flow of water without puddling or ponding. 21. Roll off container must be on City approved list. Container cannot be placed on Pervious Pavers On Pervious Bed 22. City right-of-way. 23. Full right-of-way restoration, including sod, is required. 0"T. 24. See E2.4 for Exterior Light Fixture cut sheet & Selections. FOUND 1\2" IR 14 4 5° PIPE, NO CAP 2"T15 FOUND 1\2" IRON N07154'44"W 71.03' (FIELD) PIPE, NO CAP s 10.8' e POP -"P 16 SO FT dir : .,� flow oifl°� gutters to pop-up & water retention/storage 8"T26 0C} :0';OOOG?000.:r000<70047?CAli- w t ' lS ?6fi=?., i<S C 5 2"T15 8"T14 5"T14 remove remove trees as shown x trees "own "T14 5"T14 trees as shown ,0,0' :0<'K remove SET 1\2" IRON trees as shown 5714 6"T14 Existing / Demo Site Plan 0 2' 4 ` 6' 8' 10 12' 14' 16' A1.2 FOUND 1 \2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP I- 0C �4 rOC>0 I C 0 <;,212 SO i4D ;r,, f^ 7 5 0"T.14 FO D 1\2" IRON PIP NO CAP 8" Magnolia - t r 5"T14 remove trees as shbwif \ x trees "own "T14 5"T14 trees as shown ,0,0' :0<'K 4"j14 SET 1\2" IRON I portable sanitation X r � �,.•; � 1, O ✓�'' L°C SOAMS2651E 73 3T ME1 nl �� Oma^ Existing / Demo Site Plan 0 2' 4 ` 6' 8' 10 12' 14' 16' A1.2 FOUND 1 \2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP I- 0C �4 rOC>0 I C 0 <;,212 SO i4D ;r,, f^ 7 5 0"T.14 FO D 1\2" IRON PIP NO CAP 8" Magnolia - t r remove\'\ __ eEei)tl� trees as shbwif \ x L remove 5"T14 trees as shown ,0,0' :0<'K 4"j14 SET 1\2" IRON SOFT<'>'V _ PIPE, LB 3672 _ 92 SO _ � �,.•; � 1 4 ✓ = O ✓�'' L°C 12" 14 Existing / Demo Site Plan 0 2' 4 ` 6' 8' 10 12' 14' 16' A1.2 FOUND 1 \2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP I- 0C �4 rOC>0 I C 0 <;,212 SO i4D ;r,, f^ 7 5 0"T.14 FO D 1\2" IRON PIP NO CAP 8" Magnolia - t r T& Vater eEei)tl� %<,-cel} x L U � � n y ,0,0' :0<'K � SET 1\2" IRON SOFT<'>'V _ PIPE, LB 3672 _ 92 SO _ � �,.•; � 1 4 ✓ = O ✓�'' L°C 12" 14 �� Oma^ 5 U s - ar 30 2,875 SO FT Site Plan Area Calculations & Drain 0 2' 4' 6' 8' 10' 12' 14' 1 6"T 4 provide Swale at property line to direct drainage to water retention _ -- Sabel Palms sized as shown 4 O 44911101.0 [ �.h I 6"T26 I r 4d 1,..,11, 00000C> 0 O 0 i00< 0C0000000000<100 000000 0 1 T:T14�0 0000000000>0000000 00 ?00F 00000000<^,0 Z�,T' dLJEA",6WWA`T °' s `0000000000000. T 8 A E c>C>01JOvc>00000O 0 00 G`00000 0C � � >Cc*✓c`00 �00��000<�000000000 c � 0�< �}r>J�nCO�t >000000000 >Ov as U0<- ,�0<`000 0�>00000 `00�}000 PUBLIC WORKS 3 ,00.,00 ,o0 0 �Oo; Frisch Title Sheet Garage Specifications 1725 Beach Ave. Atlantic Beach, Fl vO '. ✓,;.. _,.., �yyr''•C ,, ;',' ,. +s. ,:$l ex '.., w ,' , t ,: :� st' ,..tc. .e`iz" .' T'MIAW z .d 7 5h fk �e u- n X y �a r y n W �.a z r r .e � f ,. .. ',a . .: <- .., ,. .-,,. <,.«...,... ,tf :,. : , �.. t, i• .. .. ... ,.we- x _ .,. %v a t:. ,h. .. .,,. ,... „ ,. .h o -s ,. 5 „ m ... .. 3`t3-',`.__ .. 5.... , ,lv.. „ .x .tu t ...:;- <.. .,.... .. >mx s-.:. ?a w*. -.a <-. : ✓, x. ... i r,,.x.:=:-a. ii.. a-. .. ... s9` t $ .. -�. .,. .,.: :< • < z ...:..:'1 _.'~,,. \ s wv s. ... - , >:, . .,. ..y., r 3-., 'r s., b- ,. -'�[ .. P e s:.. ,. >, Ft . :. v .. •"li : ..4. ., Y x'._ , 'iv<. ,. .. w - , � r. ), , .+fi t x, ..r., h «s. ,. „Cd,_ ... t. Ar r Isometric Elevation Index A0.1 Title Sheet A0.2 Specifications A1.1 Existing / Demo Site Plan, New Site Plan & � Site Plan Area Calculations A2.1 First & Second Level Floor Plans A2.2 Electrcial Plans, Roof Plan & Foundation Plan A3.1 Elevations & Building Sections A8.1 Door & Window Schedules & Details A9.1 Wall Sections These drawings may not correlate to any in -field modifications, any discrepancies or questions should be reported to the Architect as soon as possible for resolution. Square Footage Ground Level Enclosed 597.5 2nd Level Heated / Cooled 587 GENERAL CONDITIONS 1. These Plans are the property of STARR SANFORD DESIGN ASSOCIATES, INC. These Plans are protected by Federal Copyright Laws. Any use of the information contained herein beyond the use authorized by STARR SANFORD DESIGN ASSOCIATES, INC., or any duplication, publication, sale or distribution of any part of these Plans without the prior written consent of STARR SANFORD DESIGN ASSOCIATES, INC. represents a violation of Federal Laws subject to the prescribed penalties. 2. All work is to be in accordance with the latest codes: Local Ordinances: Atlantic Beach, FL Building Code: 2017 Florida Building Code Residential 6th edition 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2018 National Electrical Code 3. It is the builder's responsibility to assure that all manufactured articles, material, and equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless herein specified to the contrary. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. 4. It is the builder's responsibility to check all plan dimensions & details for overall accuracy appropriate to the site & final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by STARR SANFORD DESIGN ASSOCIATES, INC. 5. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which STARR SANFORD DESIGN ASSOCIATES, INC. has no control or responsibility. 6. These plans provide ideas & concepts & are not intended to be complete in all respects & details of weatherproofing. Use of a potential variety of window or door brands & types & use of different materials & thicknesses can change details. Additionally, varying codes & regulations, foundation requirements & electrical & mechanical plans can also change details. 7. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable National, State, and Local Building Codes. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable Construction Standards. 8. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by STARR SANFORD DESIGN ASSOCIATES, INC. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which has no control or responsibility. STARR SANFORD DESIGN ASSOCIATES, INC. not be held liable for any errors, omissions, or deficiencies in any form by any party whatsoever for these various details. Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet Ao.i � o L U 0 � 3 m v L L DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet Ao.i J � 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet Ao.i 1 2. 3. 4. 5. Porches & Balconies COLUMNS Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common grade pressure -treated pine or better. All post trim shall be equal to or better 1. than post material. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post width above porch floor if there is no rail or 1/4 post width above rail unless 2• noted otherwise. End chamfer 1/2 post width below beam if there is no capital or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4" for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end chamfers with a flat taper equal to the depth of the chamfer unless noted 3. otherwise. Turned posts may be #1 Common grade pressure -treated pine or better, or 4• may be Perma-Cast. Classical columns (round or square) may be smooth cedar, redwood, Perim -Cast, or limestone. Exterior structural wood column bases for boxed columns shall be raised above 5• porch floor. BEAMS 1. Wood beams shall be #1 Common grade pressure -treated pine or better 2. Beams supporting masonry shall be limestone or reinforced concrete. 3. Metal beams shall be hot -dipped galvanized steel. 6. 7. 6. Cabinets & Furniture Attachments & Sitework MILLWORK FIREPLACES & CHIMNEYS CONCRETE MASONRY UNITS 1. Fireplaces shall be constructed with Isokern system or equal. continuing with construction. Builder shall verify all dimensions & conditions at 2. Flues shall be clay tile or Isokern DM flue system except that triple -wall metal 1. 2. Field -verify all dimensions before beginning millwork fabrication. Verify all flues may be used only with European Copper chimney pots (see below.) 8• 3. Chimneys shall be brick or stucco on 4" minimum masonry. are in question, the builder shall be obtain clarification before continuing 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney 9• with FEMA flood hazard and/or DEP zones. pots equal to Superior Clay. Chimney pots for metal flues shall be equal to See engineering for wind speed & exposure zones. 5. Builder shall provide adequate wood blocking in walls to secure millwork, European Copper metal chimney pots by Jack Arnold. 10. 5. Provide additional house ventilation as required in central air duct w/motorized 1' 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or fan switched at fireplace. Switch shall have a notification light in switch panel 11. shall SEALANT NOTES 12. 1. Use materials appropriate to the application for maximum life and optimum 8. Sections and details shown may not cover all cabinet conditions, but are 2. appearance. All joints should be sound, clean, dry & free of contaminants. 3. cases where no detail is shown, use most similar condition detailed and modify Caulking or sealant should be applied in accordance with spec data sheets and for cabinet elevation shown. 4. manufacturer's specific recommendations. Colors shall be selected by etc. Builder shall also assure that there is adequate clearance between finish rrade homeowner from manufacturer's standard colors. Caulking or sealant shall be All masonry work below finish grade shall be filled with grout. This includes all soils report shall be followed unless more stringent requirements are specified in these installed so that finish surface is smooth, even & regular. 1, 2. Caulking shall be installed at interior dry joints between dissimilar materials as 3. See details for exterior materials not shown here. required. 2. 3. Sealant shall be installed at exterior or damp interior joints between dissimilar 3 ct to materials as required. Prime all substrates w/primer as recommended by has been disturbed before mortar has set shall be completely removed & re-laid. for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when drawings accordingly. 5. joint is approximately half -way between design extremes. Use flexible open -cell 4' French drains in the ground below eaves can carry water successfully away polyurethane foam backer rods at all butt joints to create a sealant joint no insulation. Insulation shall be of self-sealing type or shall be taped closed each day's work, thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or the house. If gutters & downspouts are used, locate to allow drainage to flow thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the 5. 5. Roof trusses shall be designed, fabricated & erected in accordance w/the joint. is in 6. Cabinets & Furniture 5. Q Messing & Walls 7. MILLWORK 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions CONCRETE MASONRY UNITS are in question, the builder shall be responsible for obtaining clarification before 8 continuing with construction. Builder shall verify all dimensions & conditions at 9 jobsite. 1. 2. Field -verify all dimensions before beginning millwork fabrication. Verify all ions kitchen equipment sizes w/homeo Amer before ordering cabinets. 10 3. All cabinet dimensions shown on floor plans or elevations are to primary surface are in question, the builder shall be obtain clarification before continuing of cabinet. Countertops typically overhang these dimensions & kickspaces 11 underhang them. with FEMA flood hazard and/or DEP zones. 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. See engineering for wind speed & exposure zones. 5. Builder shall provide adequate wood blocking in walls to secure millwork, All masonry shall be laid plumb, true and square w/filled joints. All walls shall be p q J shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. Finished grade lines shown are approximate. Verify that finished grade s 6. See Finish Schedule for wall, base, floor & other finishes. 1' 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or other plumbing. Plywood to be covered w/plastic laminate shall be shall cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 adequately braced until securely tied to the structure. No work shall be done southern yellow pine. establish finish floor elevation in consultation with homeowner. Builder 8. Sections and details shown may not cover all cabinet conditions, but are 2. intended instead to indicate the general design and character of the cabinets. In 3. cases where no detail is shown, use most similar condition detailed and modify bury, for cabinet elevation shown. 4. 5. Q Messing & Walls Project Information Plan Notes CONCRETE MASONRY UNITS System shall be designed in accordance with all applicable codes, standards & ELEVATION NOTES requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction All structural information shown is for reference purposes only. A local licensed 1. Do not scale Drawings. Use only dimensions shown on drawings. If dime g y ions 1. structural engineer shall design to actual site conditions & design all structural complete installation. are in question, the builder shall be obtain clarification before continuing with determination of grade elevations, drainage features, and special requirements associated elements such as footings, foundation walls & slabs. with FEMA flood hazard and/or DEP zones. construction. Builder shall verify all dimensions & conditions at jobsite. See engineering for wind speed & exposure zones. spaces provided. All valves, dampers &other control devices shall be accessible for operation& All masonry shall be laid plumb, true and square w/filled joints. All walls shall be p q J 2. Finished grade lines shown are approximate. Verify that finished grade s opes bracing as to insure the safety of the building and its component parts during construction. Q: away from building for at least 48" outside building perimeter. Builder shall 2. adequately braced until securely tied to the structure. No work shall be done homeowner. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air establish finish floor elevation in consultation with homeowner. Builder shall plates, openings, sleeves, hangers, slab depressions, or other components as may be subject to freezing conditions. All exposed work shall be brush -cleaned to be required to attach and accommodate other work. take into account design intent, including number of steps, water table mas bury, 3. free of surface mortar. condensing units, air -handling units, condensate pumps, motorized dampers, etc. etc. Builder shall also assure that there is adequate clearance between finish rrade assumptions. All requirements for site preparation and soil compaction specified in the All masonry work below finish grade shall be filled with grout. This includes all soils report shall be followed unless more stringent requirements are specified in these & any wood construction. plans. systems prior to completion of the work. cores, cavities & other spaces. 3. See details for exterior materials not shown here. PLUMBING 4. Newly laid masonry shall not be disturbed in any manner. Any section which 4. Gutters & downspouts may not be shown for clarity. Homeowner may el ct to requirements of local utility officials. Design engineer shall prepare calculations has been disturbed before mortar has set shall be completely removed & re-laid. for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final use rain diverters over doors & walkways in lieu of gutters. Properly-plained drawings accordingly. 5. Protect masonry work from moisture and temperature changes at the end of 3. All wood in contact w/concrete, earth, masonry, or in a moist location shall be French drains in the ground below eaves can carry water successfully away from insulation. Insulation shall be of self-sealing type or shall be taped closed each day's work, w/foil-faced tape. the house. If gutters & downspouts are used, locate to allow drainage to flow members. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs 5. Roof trusses shall be designed, fabricated & erected in accordance w/the away from house, adjacent structures & property line. Locate clownspol is in 6. shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running Lead solder is not allowed. non -visually -offensive locations Do not locate downspouts on front fa e of work is to be performed. Shop drawings shall indicate the species, sizes & stress bond using frill & half -blocks unless noted otherwise. Saw -cut blocks if grades of lumber, metal connector plate sizes & types & bearing & anchorage house unless shown. The Architect suggests the use of traditional half -r and maintenance through access doors or panels manufactured for such purposes. indicate loading, section modulus, assumed allowable stress, stress diagrams, Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as gutters & round downspouts should the homeowner elect to install gutt rs & purposes only as the Architect shall not be responsible for checking calculations. non -modular dimensions are required. 7. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. downs outs. p g. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ 7. CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5. All columns shown shall be Architectural Grade. This grade incl des 9. Hold roof deck panels apart as recommended by decking manufacturer. w/truss-type reinforcing every other course. 10. Hold roof deck panels away from items penetrating roof deck as recommended correctly -proportioned base & capital details & proper entasis (taper). by roof deck manufacturer to allow for expansion & contraction of roof deck. 8. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout 6. Shutters shall be sized to match actual window openings. Mount with hin es & ceiling joists run perpendicular to rafters. & rebar. Reinforce CMUs @ corners by filling all such cores from footing to hold in place with shutter dogs located at bottom rail as shown. 9. top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder Seal to wall, floor or countertop around all fixtures with tub & the sealant to match color of fixture unless noted otherwise. i. Stucco veneer options, including but not limited to true 3 -coat stucco system, bearing or other concentrated loads by filling all such cores from footing to top hard -coat, soft -coat, mechanically -attached, adhesive -attached, etc. SIDING NOTES should be reviewed by any user of these plans & disclosed to the 10. of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of Plumbing shall be Uponor or CPVC, with recirculating hot water. the various stucco veneer options should also be reviewed & carefully considered, such as the stucco system's weatherability, durability, cost, bond beams by filling all such cores from footing to top of wall w/grout & rebar maintenance, potential problems associated with moisture, local climate BATH ACCESSORIES conditions, availability of insurance coverage, availability of termite at each core. Reinforce all openings in CMU walls larger than 12" in any 1. Exterior shingle siding shall be Cedar shake installed on breather fabric or s' ilar. that all manufacturer's instructions/specifications are exactly followed. direction w/rebar at all sides of the opening. Extend bars 24" past corners of 2. Lap siding shall be cedar. between centered joints shall be equally spaced. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 3. 4. Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sa d. 5. Stucco over wood frame shall meet ASTM C-926 and ASTM C-1063. Engineering. Extend hook bars of same size as vertical reinforcing into footing & 5. All siding shall be installed as per Manufacturer's instructions. Provide blocking in walls for all bath accessories. lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 LIGHTING 1 continuous @ top of all CMU retaining walls & above all door & window openings. TRIMWORK NOTES Consult with the structural engineer if CMU walls will be required to act as retaining walls. Backfill after first floor is set. 1. All finish work shall be executed by qualified subcontractors, and shall be led,2 Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be sanded smooth and ready for finishes. Trim materials should be temper d to 3 completely filled as the masonry units are laid. ambient project conditions. All finish lumber; trim, moldings & millwork shall Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells have a moisture content of 12% or better. of masonry in vertical reinforcing in lifts not to exceed 48". 2. Exterior fascia shall be Azek or backprimed solid wood, & screwed @ cc srners 4. Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out (see Drawings for widths). Finger joint material is NOT allowed. Ill reinforcement so that reinforcement is continuous of footing at locations for wall r 3. Exterior soffits shall be backprimed solid wood up to 11" in width or sh factory hardboard if 11" be � from wall into footing. 1/2" smooth -primed exterior greater than wid (see Provide anchor bolts at all reinforced CMU cores as noted above, or if 4. Drawings for widths). Finger joint material is NOT allowed. Exterior cornerboards & casing shall be backprimed 2x solid woo (see 5 6. foundation is concrete, provide anchor bolts 48" OC maximum & at all corners Drawings for widths). Finger joint material is NOT allowed 7. & edges of openings for cormection of framing to concrete or masonry work. 5. Interior trimwork shall be shapes as shown on drawings. 8. WALL FRAMING ELECTRICAL PLAN NOTES 9. All structural members shall be sized to carry all imposed loads by structural 1. Do not scale Drawings. Use only dimensions shown on drawings. If dime I ions engineer. g are in question, the electrician shall be responsible for obtaining clarific tion 10. 11. Wall framing & blocking shall be white pine, spruce, or fir, stud grade or better. before continuing with construction. Builder shall verify all dimensi s & All framing & blocking lumber shall be kiln -dried to a moisture content of 19% conditions at jobsite. or better. 2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. All wood in contact w/concrete, earth, masonry, or in a moist location shall be disconnects, accessories, etc, for complete installation whether or not every(item pressure -preservative -treated with a water -borne preservative applied by vacuum is shown or specified. process in closed cylinder & shall be kiln -dried after treating. p Y g 3. These drawings are intended as general guidelines for purposes of establishing 13. Wood blocking shall be solid & shall match the depth of the primary framing certain minimum criteria, & do not necessarily represent the final layout, members. Provide blockingin wall to secure mounted millwork shelves, arrangement, size, brand name, capacity or other characteristic of the engin ered system. System shall be designed in accordance with all applicable c des, fixtures, mirrors, toilet ,accessories &other items requiring a permanent standards & requirements of local utility officials. Deviations from the co cepts attachment to the wall. shown on these Drawings should be supported by design calculations. sign 14. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs engineer shall prepare calculations for loading &equipment sizing, acce 3sory (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other arrangement, etc., and shall prepare final drawings accordingly. unheated areas shall be 2x4 studs unless noted otherwise, see drawings. 4. Install GFCI outlets as required by applicable codes. These areas in lude 15. Headers shall be sized by structural engineer to meet all local live & dead load receptacles in a bathroom, kitchenette, or other area where running w Ler is requirements. Install minimum 2x4 liner under each end of all headers. Install present or areas exposed to the weather. 16. 2x6 over top plate of wall in walls parallel to framing above for sheetrock 5. Install hardwired smoke detectors with battery backup on all floors. Interco inect blocking. Install minimum 3 studs @ beam bearing points unless noted detectors so that all will sound should one detector activate. Verify n uml er of 17. otherwise. smoke detectors required & locations w/homeowner & code requiren ents. 18. Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. Detectors shall be installed in all sleeping areas just outside bedroom as a Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. minimum. Some equipment shown on other plans may require electrical service, su ch as manufacturer's recommendations, making sure to achieve an airtight seal at the water heaters, condensing units, air -handling units, condensate pumps etc. edges of the wrap & at all interior joints. Electrician shall include electrical service to all such equipment. Coordinate with 1. Exterior Wall sheathing maybe substituted for Zip wall system or equal, at other trades concerning items requiring electrical service. Coordinate sery ce & Architect's discretion. ampacity required. Provide one duplex outlet & one light if unit is in non -lit 2 Exterior structural hardware/connectors- shall be Stainless steel- high grade for area for every condensing unit & every air -handling unit as requir d by long term exposure to ocean front elements, see engineering for project specific applicable codes. Outlet shall be weatherproof GFCI if unit is expos , -d to 3 connectors & fasteners weather. FINISHES 7. Obtain name plate rating of all equipment before roughing in & provide wiring 4' of proper size, voltage & ampacity. Provide fused or non-fused disco nett Wallboard & ceiling board shall be paperless screw -attached 5/8" fire -rated 8. switch as required.5 Provide panelboards of proper voltage & ampacity for all electrical circuits. s ore gypsum board conforming to ASTM c36-64. Use of this material in lieu of than one panel may be required due to number of circuits required. Pro ide a 6• standard 1/2" gypsum board will result in a stiffer, straighter, smoother wall at minimum of 8 spare circuits. slightly elevated cost. All details used in these drawings are based on 5/8" 9. Verify service requirements with local power company including transf rmer gypsum board. locations & types, disconnects at exterior of building, voltages, ampacities & Wallboard @ the shall be equal to Georgia-Pacific Dens -Shield tile backer board. other details of electrical construction. Size all feeders according to qEC Wallboard @ damp areas shall be equal to screw -attached 5/8" moisture resistant requirements. gypsum board @ all areas exposed to high humidity levels such as bathrooms. 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. 1. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 11. Support all fixtures & other items rigidly from structure of building. board edges shall have appropriate metal accessories. Sheetrock joint treatment 12. GFCI receptacles may be laid out so that one GFCI receptacle protects )ther materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of standard receptacles beyond it if there is at least one GFCI receptacle in a oom joint compound. Sand between coats and after the final finish coat. and if they can all be on the same circuit. Tile showers shall be constructed to at least the following minimum standard: 13. 14. Insulate & seal solidly behind receptacles in exterior walls. Kitchen equipment service may not be shown on plan. Verify wh ther Wall the shall be installed over Georgia-Pacific Dens -Shield the backer board or equipment should be hardwired or requires an outlet & connect as reql fired. equal and shall be installed to an elevation of 72" or higher as required to Provide circuits sized as required for load. produce full (uncut) tile throughout the height of the wall. The floor shall be 2• prepared by grouting to slope to drain over a waterproof membrane. Floor tile AUXILIARY SYSTEMS 3• shall be laid according to Owner or Architect. Small bullnose trim shall be used 4. at all edges. Cove trim shall be used at all interior corners, unless otherwise noted. 1. No alarm systems are shown. Verify alarm requirements with homeow ier & Remove all rust, grease & erection marks from surfaces to be painted. Fill and install as required. sand all woodwork with an appropriate filler before beginning work. Filler coats 2. Telephone outlets may not be shown. Verify telephone requirements with 5• shall be applied after the priming coats are dry on surfaces scheduled for painting homeowner & install as required. 6• or enameling. Filler shall be tinted to match woodwork on all stained or 3. Computer outlets may not be shown. Verify computer network require nents 7. natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked with homeowner & install as required. before paint is applied. All finished surfaces shall be left smooth, even & free 4. Cable TV outlets may not be shown. Verify cable TV requirements with 8. from defects. Brushwork shall show even coatings free from brushmarks. Do not homeowner & install as required. roll -apply any paint on trimwork or other wood. Trim shall be brush -applied only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. 9. Coverage shall be complete so that no primer or substrate may be seen through 10 the finish coat(s). Mech. Elec. & Plumbing Systems Project Information MECHANICAL NOTES DESIGN CRITERIA: System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare final drawings accordingly. a� Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for Unless otherwise noted, project site considerations shall be the responsibility of the owner complete installation. and/or contractor. Examples of such items include, but shall not be limited to, Insulate all heating or condenser water lines in uninsulated spaces w/tubular determination of grade elevations, drainage features, and special requirements associated foam insulation. Insulation shall be of self-sealing type or shall be taped closed with FEMA flood hazard and/or DEP zones. w/foil-faced tape. Closely coordinate work with all other trades. Maintain ceiling heights & duct See engineering for wind speed & exposure zones. spaces provided. All valves, dampers &other control devices shall be accessible for operation& The contractor is responsible for the means and methods of construction. It is the maintenance through accessible ceilings or through access doors or panels contractor's sole responsibility to determine the procedure, sequence, and temporary manufactured for such purposes. bracing as to insure the safety of the building and its component parts during construction. All units above ceiling shall have auxiliary drain pans installed below entire unit. Q: Route internal & auxiliary drain lines down to floor drain or utility sink in The contractor shall verify all conditions and dimensions at the job site prior to utility room or other non-public areas where overflow would be noticed by commencing work. homeowner. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air The contractor shall supply, locate, and build into the work all inserts, anchors, angles, duct shall extend from intake blower at exterior to return air side of ductwork. plates, openings, sleeves, hangers, slab depressions, or other components as may be Provide pressure regulators for all gas equipment as required for proper required to attach and accommodate other work. operation. Verify gas pressure at meter to determine necessity of regulators. CJ Coordinate with electrician concerning items requiring electrical service such as It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The condensing units, air -handling units, condensate pumps, motorized dampers, etc. Engineer shall be notified if soil conditions encountered differ from the noted Coordinate service &ampaciry required. assumptions. All requirements for site preparation and soil compaction specified in the The Builder shall test pressure -reducing valves, T&P relief valves & other safety soils report shall be followed unless more stringent requirements are specified in these devices prior to the operation of system. The Builder shall test and balance all plans. systems prior to completion of the work. cq CEILING, ATTIC & ROOF FRAMING PLUMBING 1. All structural members shall be sized to carry all imposed loads by a structural System shall be designed in accordance with all applicable codes, standards & engineer or other individual acceptable to state & local authorities. requirements of local utility officials. Design engineer shall prepare calculations Ceiling & roof framing & blocking shall be #2 KD southern yellow pine. for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final 2 All framing & blocking lumber shall be kiln -dried to a moisture content of 19% drawings accordingly. or better. Furnish all piping, fittings, accessories, etc. for complete installation. 3. All wood in contact w/concrete, earth, masonry, or in a moist location shall be Insulate all domestic water supply lines in uninsulated spaces w/tubular foam pressure -preservative -treated with a water -borne preservative applied by vacuum insulation. Insulation shall be of self-sealing type or shall be taped closed process in closed cylinder & shall be kiln -dried after treating. w/foil-faced tape. 4. Wood blocking shall be solid & shall match the depth of the primary framing Cleanouts shall extend to surfaces or shall be provided w/access doors or similar members. devices. Cap all pipe to be left open overnight & protect pipe during installation 5. Roof trusses shall be designed, fabricated & erected in accordance w/the from dirt, gravel & other debris which might cause blockages or flow restrictions. "Design Specification for Light Metal Plate Connection Roof Trusses" of the Center all fixtures in space allocated unless noted otherwise. 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & Lead solder is not allowed. shop drawings which bear the seal of a registered engineer in the state in which Closely coordinate work with all other trades. Maintain ceiling heights & pipe work is to be performed. Shop drawings shall indicate the species, sizes & stress spaces provided. grades of lumber, metal connector plate sizes & types & bearing & anchorage All valves, cleanouts & control devices shall be accessible for operation & details. Truss manufacturer shall submit supporting design documents which maintenance through access doors or panels manufactured for such purposes. indicate loading, section modulus, assumed allowable stress, stress diagrams, Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as calculations & any other required supporting information, which is for file required by applicable codes for proper maintenance. purposes only as the Architect shall not be responsible for checking calculations. Coordinate placement of all drains with flooring subcontractor. 7. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. All pressure piping located in inaccessible areas such as under slabs shall be g. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ continuous copper tubing without joints. waterproof construction adhesive &screwed or nailed 12' OC to framing. OSB Coordinate with electrician concerning items requiring electrical service such as is NOT allowed. water coolers, sensor flush valves & water heaters. Coordinate service & 9. Hold roof deck panels apart as recommended by decking manufacturer. ampacity required. 10. Hold roof deck panels away from items penetrating roof deck as recommended Provide expansion valves & pressure relief valves & drain lines from water by roof deck manufacturer to allow for expansion & contraction of roof deck. heaters. Route drain lines down to floor drain or utility sink in utility room or 11. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. other non-public areas where overflow would be noticed by homeowner. If line 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where is run to exterior, extend line concealed in walls to within 18" of finish grade & ceiling joists run perpendicular to rafters. terminate with 90' elbow pointed down_ Provide pressure reducing valve as required for proper operation of the system. Verify water pressure at meter to determine necessity of reducing valve. STUCCO NOTES Seal to wall, floor or countertop around all fixtures with tub & the sealant to match color of fixture unless noted otherwise. i. Stucco veneer options, including but not limited to true 3 -coat stucco system, Install shower heads 80" OC AFF @ wall penetration unless directed otherwise hard -coat, soft -coat, mechanically -attached, adhesive -attached, etc. by homeowner. should be reviewed by any user of these plans & disclosed to the All drains in walls or ceilings shall be cast iron. homeowner, if any, in advance of construction. Issues associated with Plumbing shall be Uponor or CPVC, with recirculating hot water. the various stucco veneer options should also be reviewed & carefully considered, such as the stucco system's weatherability, durability, cost, maintenance, potential problems associated with moisture, local climate BATH ACCESSORIES conditions, availability of insurance coverage, availability of termite protection, availability of loans & restrictions thereto, etc. Regardless of Bath accessories are generally not shown anywhere on plans, but should be the stucco system selected, it is the builder's responsibility to ensure installed as noted below. Homeowner shall select accessories. that all manufacturer's instructions/specifications are exactly followed. Install toilet paper holder 24" OC AFF &minimum 36" OC from wall beside 2. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints toilet (1 per toilet). between centered joints shall be equally spaced. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per 3. Stucco finish shall be smooth sand. bathtub). 4. ASTM standards shall be met for ALL stucco applications. Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or 5. Stucco over wood frame shall meet ASTM C-926 and ASTM C-1063. shower). Job site built recessed shower niche tiles shall slope slightly for drainage. Provide blocking in walls for all bath accessories. LIGHTING Light fixtures shall be located as close as possible to locations shown on plan. Fixtures shall align with or center on each other or with adjacent architectural elements. Coordinate locations of light fixtures with HVAC grilles so that they align with or are at least symmetrical with each other where there may be conflicts. Grilles & registers shall be blocked as required so that they align with light fixtures. Light fixture & switch locations shall be reviewed & approved by Owner or Interior Designer before installation of sheetrock or other wall & ceiling finishes. Center items shown in ceiling areas unless noted otherwise. Coffer dimensions are shown to face of framing unless noted otherwise. Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches shll be ganged tight together & shall be covered with a single plate designed for that purpose. Switches shall typically be mounted 48" AFF to center of switch. Support all fixtures rigidly from structure of building. Verify device & plate colors with Owner or Interior Designer. Consult Owner & add exterior security lighting if required. Verify lighting type & switching. Consult Owner & add landscaping lighting if required. Verify lighting type & switching. Connect all exterior lighting to photocell control relays with timeclock override for time -controllable illumination during darkness. All fluorescent lamps shall be warm white deluxe. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any torm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A02 1.0 � n rn c� a� o �-I ~ +� o rn c� E +' o U Q: L U w • rl �,' cn CJ L L cq t - DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A02 I A192 SILT FENCE ELEVATION / SECTION i�ol, Al .2 �- FOUND 1\2" IRON PIPE, NO CAP 5.. Comp. By: SW Residential 11, Date: 212012020 2715 \ trees A�iown FOUND 1\2" IRON Public Works Department Building Classification: Type Building Type: City of Atlantic Beach Legal Description Permit No: ;" site Plan Ke y - Address: 17,25 Sealc _ h AV* ff 1 14 I 2 �-° 4 c new,e Required Storage Volume , - Criteria: 1. Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: sibility of the Ibe limited to, V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff . LL Where: V =Volume of Runoff to be stared (cubic feet) -i-r C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) determination of grade elevations, drainage features, and special requiremnts and undeveloped conditions (C=0,08). Atlantic Beach, Unit No. 1 - R -c -b -s Corporation, According To The Plat Thereof A = Impervious Area (square feet) 5"a R= 25 -yr / 24 -hr rainfall depth (9.3 inches for Atlantic Beach) shall verify all dimensions & conditions at jobsite. Onsite Storage Volume Reauired for impervious Area: C Lot Area � ft2 000000000000 000000000000 11 Impervious Area A = n -=ftz = 39.$% WESTLOT 2. V = 0.92 x 1,138.0 x 9.3 / 12 V= 811 ft3 Florida. Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: ' :1 This drawing is based on a boundary and/or topographic survey made by ft(ft)(ft3) tion. It is the__ 484 BOTTOM size: 35 6 X b 111111_�706Q8 32i3 X11 13 "a,?.� v_�..� n~ .P., TOB size I .. Area 2 -Relative Elev. Area Storage contractor's sole responsibility to determine the procedure, sequence, (ft)ft3 Oz BOTTOM size: 0 X I � � � 0 0 TOB size: S X Q �.now' f See site survey for existing conditions not shown on this plan. Area 3 - Relative Elev. Area Storage 3, construction. ft(ft) ft3) \ BOTTOM size: 0 X 5� � �� 0 TOB size: i "' X 0 � E �s --___,_--1_%M' ,., � d � _ ;0M Inground Storage: = A*dlpf Chance Floodplain) Ao (Depth 2) And Ve (E1 14) As Well As Can Be Determined From Total Storage Area at TOB (A) = 608.0 ft' 18"715 I Depth to ESHWT from BOTTOM (d) ��, , __'ft, default is 2.0 ft, verify onsite ESHWT Building layout dimensions are shown to outside face of foundation wall. See Pore Factor (pf) = 0.4 default is 0.4 site prior to Inground Storage Provided = 486.4 ft3 \ �_ - .=,_•„ 1_� Required Treatment Volume = 811 ft3 I Supplied Treatment Volume = 814 ft3 commencing work. Retention Beach Avenue 1725 East Lot #2 2/20/2020 A192 SILT FENCE ELEVATION / SECTION i�ol, Al .2 �- FOUND 1\2" IRON PIPE, NO CAP I 5.. DESIGN CRITERIA: Residential \ , / 1 2715 \ trees A�iown FOUND 1\2" IRON Site Plan Notes Building Classification: Type Building Type: Construction Legal Description 8 site Plan Ke y I ff 1 14 I 2 8"714 new,e J' 714 - \' / 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Unless otherwise noted, project site considerations shall be the respo owner and/or contractor. Examples of such items include, but shall no sibility of the Ibe limited to, The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North . LL DENOTES CONCRETE COVERAGE -i-r are in question, obtain clarification before continuing withconstruction. Builder determination of grade elevations, drainage features, and special requiremnts associated Atlantic Beach, Unit No. 1 - R -c -b -s Corporation, According To The Plat Thereof ,/\' 5"a O shall verify all dimensions & conditions at jobsite. with FEMA flood hazard and/or DEP zones. C Recorded In Plat Book 15, Pae 10 Of The Current Public Records Of Duval Coun g ty 000000000000 000000000000 11 TURF -BLOCK 2. See A0.2 fors ecifications &Notes. p L L r w Florida. 000000000000 3. This drawing is based on a boundary and/or topographic survey made by The contractor is responsible for the means and methods of constru tion. It is the__ I 111 3: Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. contractor's sole responsibility to determine the procedure, sequence, nd temporary '_1 UNDER -GROUND WATER RETENTION AREA 4. See site survey for existing conditions not shown on this plan. bracing as to insure the safety of the building and its component parts durin 3, construction. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual \ M n 5. Contractor shall establish finish floor elevation. Chance Floodplain) Ao (Depth 2) And Ve (E1 14) As Well As Can Be Determined From 5"714 18"715 I 6. Building layout dimensions are shown to outside face of foundation wall. See The contractor shall verify all conditions and dimensions at the jo site prior to The Flood Insurance Rate Map Number 12031cO407h, Revised June 03, 2013 For \ �_ - .=,_•„ 1_� NEW CONTOURS I Floor Plans for clarification. commencing work. Duval County; Florida. %V, 7. 8. Work shown is new unless specifically noted as existing. The General Contractor dimensions & The contractor shall supply, locate, and build into the work all inserts, a chors, angles, __ - - ' ~ "~~` EXIStin Lot Area Calclations t 2.5' NEW SPOT ELEVATIONS shall verify all propertylines easements ' laces, openings, sleeves, hangers, slab depressions, or other coin on pg p p is as may be y "�N°""'M.. m� � tt`""""`w W N ` _��'". �. ry ~� ��•� �~ .-11-11-,--_--- .M ,;v ............. _a� �~�.� -A I setback requirements w/the appropriate department of Atlantic Beach, FL . required to attach and accommodate other work. Sq Ft < Percent _ 9. Construction materials, equipment & procedures shall be in general accord with "Standard ',Lot 2875; 100.0%i - - ` - - 1 5 EXISTING GRADE CONTOURS the Florida Department of Transportation Specifications for Highway It is the owner's and/or contractor's responsibility to obtain a soils ex lorat p tY p on report. The p Existing Impervious Roofed Structures 0 0 0%= , _ ..-, . _...11-11__1-11____,_1. ..,_,.___ ~_ 1111_. r._. ~. ~z. ....p. ._ ~,.,. ,ww. ~ Constructions", latest edition, as modified by technical specifications. Engineer shall be notified if soil conditions encountered differ f m the noted Existing Impervious Driveway0' 0.0% E EXISTING SPOT ELEVATIONS 10. City of Atlantic Beach required lot elevation to remain as existing, can not raise assumptions. All requirements for site preparation and soil compaction eclfied in the .. ..,,_. , �....:,>5' ....a,.,...�.,... ti ...: . ... ._-1___---__,_-: ._ ,11:11 .w..,,.....,:w. 1 .11,_1.,, __.-. r •.,,r.....yw ...,.�.., ..,,, Existing Impervious Concrete 0 0.0%I X 11.39 lot elevation. soils report shall be followed unless more stringent requirements are sp ified in these �-- ° ' 11. Detached Garage structure 2 stories, not to exceed 25 feet in height. p Tans. :Existing Total Impervious � 0 d 0.0%? SILT FENCE 12. Silt fence will be: provided along property line in best place for the erosion -.- ._,_ w. ,.0 __..-, _._M...._._ , . ..~ _._....W .. r .._. e,.. _ ., Lot Area B ' � Cont ro1_1_1_1__1_1_1__1__1__1___Proosed ~., .. .,, ._ . _.� ..�..._ .Calculations{Parcel ~ryuN ~~ r_. a i/ Sq Ft. �,� �,` TREES TO BE REMOVED, VERIFY W/LANDSCAPE ARCHITECT 13. All run off must remain on-site during construction s Percent j , -,\ 14. All Roof run off to be collected on catch Basin & distributed through pop up Lot � 2875 k 100.0% drain pipes southward & away from the structure ' Impervious Roofed Structure Detached Garage 598 r 3.1% 15. Parking dimensions are shown to front of curb unless noted otherwise. Curb & w....,. m ---_r..~ .~. ----� -,,,n. u, -_-l',_. ,.,____1__1_____ . ___ _. ~. . -... 11 ,,.--1 _.,, "--i.,--� �.-- ,..., _. Im ervious Covered Concrete Porches p 16. gutter dimensions are shown to back of curb unless noted otherwise. All Concrete driveway aprons must be 5" thich, 4,000 psi, with fibermesh from New Pervious Drive ways 396 sq ft @ 50% 198 " 1.0%' - - � � -�• 224s -,-"---,----"---""---,- ___-1- ----I-.-,---1 1%„ New Impervious Parking Pad 448 sq ft @ 50% �__ �-.-------------,----,"---"-I -----edge El Impervious Roofed Structures of pavement to the property line. Reinforcing rods or mesh are not /Existing Impervious Additional Concrete 118'' 0.6%' allowed in the right -of --way. a Proposed Total Impervious 1138 39 6% 50% Pervious Pool &Pool Coping 17. Maximum Apron radius shall not exceed 3' � :x. 18. Maximum driveway width within City Right of Way is 20'. Impervious Additional Concrete Coverage 19. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. E Impervious Garden /Retaining Walls 20. Transition smoothly from new asphalt to existing asphalt in a manner that will s"T 4 21. facilitate the smooth flow of water without puddling or ponding. Roll off container must be on City approved list. Container cannot be placed on ) 12 Pervious Pavers On Pervious Bed 22. City right-of-way. 23. Full right-of-way restoration, including sod, is required. o"7114 24. See E2.4 for Exte dor Light Fixture cut sheet &Selections. FoaND 1\2"IRON PIPE, NO CAP - 4 5" 2"715 ( NOW54'44"W 71.03' (FIELD), � - ( r5�14 FOUND 1\2" IRON PIPE, NO CAP Alk I 5.. remove I \ , / 1 2715 \ trees A�iown FOUND 1\2" IRON °714 �` 12" 14 ( / PIPE, NO CAP 8 Jr I ff 1 14 I 2 8"714 new,e J' 714 - \' / remove trees as shown I - , \,`, ` Vic,'' \%`/ \,' � -`/ 8"726 SET 1\2" IRON -i-r 0 V I PIPS T B 111, ,i-\' ,/\' 5"a O remove /`_-_-\ _-I,_ C m trees as shown 5"714 --__\ 6714 Z Q ct L L r w I 1& At I :D11 4 1 0 ul� �: 111 3: I- W '_1 \ i 7IL * i remove , \ /- � 1n - trees as ,- \ M n ,h / `_ \ - remove 5"714 18"715 I Z M trees as shown 4"T14 I \ "',- / 19 %V, A1.2 �`_\ 10715 -A I I 5"714 ' \./�, I . x.F=.I remove I \ , / 1 ,- \ /' \ trees A�iown ,1111 °714 �` 12" 14 ( / I s.df.J Jr ><�-,,` / r /' 1 ff 1 14 I 2 I new,e J' 714 - O 1 sani tion p o be I - , Ill J I 9 I /' SET 1\2" IRON -i-r 0 V I PIPS T B 111, 15 z_U 19r1ffAW1 =1 1:9 -_ Existing / Demo Site Plan 0 2' 4' 6' 8' 1: 12' 14' 16' �k. 504 cubic ft. of under- ( O . X00000O�a00�c0000 � �` ` �*' 1 i.il4 water retention area - GG _ =O v' �11-1 � X00"GO,GGOG s c 02 SQ FT 004 00=0" 000 <7<��^�QOO.O00<}; � ^ 111. 0p0 z;�?~<u OO,,.,000;COGOOGOV c 00 �x `0. GOO; = OOccO�z k 0 00 �aOi, .00c 00OccJ.0000 v OOa OGcvQO11 a,O. �'° OfO' _ , ;00 ;.00OC?.000000000C0 W W � 'New 2 Sto ~ Block & < iv ;X I 000 -, 00 ` ,448 SQ FT3O <? %00,0 0 t ? lv ro _ O J-0 4. Oq;G?�111-OI 11OOCO'00:0'5 c Frame Garage co r ,� r0 0 598 SQ FT x ; 00 11 000 OCA 00f OOJ0GVG0000 sOD 0i M 11 I 1-11-1 11�' O JC�< 001 ':000 : V_ OGC� 00 <?O * _ s * x I Z M G00� 0 ¢..40G :ObO>04C00f F O'0 ' cCl >OOO 0000000 00, x -, 000vOQ000GQ.'4? O ,00 0'y$O G0 t<>0�00O> I -111 O .00 00C ~ 00<?OOOCc04v0? ��N� Q , O. 04 , C :`'C>01 : GO000 iOC}0. .O � PIPE, k r0 PIPE, LB 3672 I FI% G G > '' ' G ; ,C \ G %.<3 Fes. c -_.,.4: s ,�, f� c G. 1 . ^" ^ 4 t` � > , i r water f 01 ;� { � G Jar c� c3 �a �r"r `�G, ,O, G OOI O zO , `G< <>4 <eG c G J< <• O < G G i C djYeC 11 �, � G �>G ow Jv ?G� G t i 00G �;n,.I flog' " 1�� 212 SO FT 0 0 ,� <} 0 ,� 0 �}F92 SQ Fri <>, G r 92 SGl F r 0 0, CG " 1< >c JG GOO G �J O 0 ^0 ,k I0 '00 004 12' 14 �0, 0�,0� e, ,BOG<rv" >'" O O''4,\G `, v€ 00000C>�Jt>O< , . t JOOve ?uOrJ 1 `v<,G C r> 7_G t v G r� w �` 7 « O 1< `�'\..s ''.0: ,, F` 'rY ',: E C', ", ,4, ,^\,�,,0 , " Gi "s'v`�11 O�.C?GGd; `�.�-:�iG G'G k.iG<'`O� FOUND I\2"IRON 1 ;�`,1 � '`> ,Q? r G;�� 3�>�` � j��, r�r � i"1;•> > v G:<11, PIPE, NO CAP -10 I q,08-n;;,9r,-,17 7n --47' (,FIELD)_- I/ . \, -,.,, \�,_ 111111111114 - 2,875 S4 FT 5 5 ro-M C�I 4� . Site Plan Area Calculations & Drainage Plan A1.2 0 2' 4' 6' 1 8' 10' 12' 14' 16' 6,T 4 provide Swale at property line to direct drainage to water retention Sabel Palms sized ash s own. 0„7.14 4 5.. FOUN 1\2" IRON 271 PIPE, P O CAP ;. f 8" Magnolia g g _ 8 8 8 8_ 8 1 � t t' ' ��e �� mad s.11 „a 8G : GO�G<GObGCOvGv^ .GGGooGvc GG00000<,; 19 k U ,V� r. �? :>0000�>OOGO0000 RAGE '' i; OOOOC JC>G OOGOO:�<>0000O )<>< B 000000000 G GGOGGOC=GGO *� o� OGOOG< OOOOOOOGO00000 p, " ':i',JGE. GG vC>��GGO<1C0�'O GCO< < <,'llxks ,"-"�'`" ++ 'S�.-I �, �G;c/Gc%G >GGGGG<.i�JG<;C: �GFi �C,, ,.;~,r s v o°J° W O O O 0 O O O < open trellis over > �i ;�Tew 2 Story Block & ' = I 11 c N k O O O C O O O G' ervious aver arkin ads Frame Gara e OOGGGG<? align face of beam w/outside face of trim Z @column Q W 5'-0" M conceal all connection fasteners D 0 bolt beam to top of column 0 3 -�a WOOD BEAM ALIGN------ 9 2' Q �) alternate: align beam w/column I l 8 if I wrap beam w/lx to provide flush condition w/wrapped column below conceal all connection fasteners bolt beam to top of column 7 a Z 30'-0„ 0 5'-0" J DOWN Q ry-N 5.0" 3'-4,. 3'-4.. 6'-8" 3'-4" 3'-4" m d0 -�a WOOD BEAM ALIGN------ 9 2' Q �) alternate: align beam w/column I l 8 if I wrap beam w/lx to provide flush condition w/wrapped column below conceal all connection fasteners bolt beam to top of column 7 a OOD BEAM H iv r - ALIGN 9 2' BEAM DETAIL A2.1 =W N LL CD - AG A2. 1 �I ^I I I I I I I I I I I I I 4 I O I I I I I I I I I I I I F 22'-6" 22'-6" :: parking �D 22'-6" AN at Z 30'-0„ 0 5'-0" J DOWN Q -FIN 5.0" 3'-4,. 3'-4.. 6'-8" 3'-4" 3'-4" 0) d0 OOD BEAM H iv r - ALIGN 9 2' BEAM DETAIL A2.1 =W N LL CD - AG A2. 1 �I ^I I I I I I I I I I I I I 4 I O I I I I I I I I I I I I F 22'-6" 22'-6" :: parking �D 22'-6" AN at N07°54'44"W 71.03' (FIELD) 22 6" 30'-0„ tC 5'-0" DOWN 6" O 5.0" 3'-4,. 3'-4.. 6'-8" 3'-4" 3'-4" d0 F E 23 �; concrete finish 3X8 LOUVERED A3.1 A3.1 A9.1 9X8 GARAGE DOOR I 9X8 GARAGE DOOR G2 G2 G2 D III G2ANG2 2C 2D 2E X N 2C 2E PT wood handrail 3 S HEIGHT FI D 3 0 3x6 - X6 shower seat M N 24 E L!J N A3.1 A9.1 A3.1 a. I OD I � II i U G2-203 13'-4: in 8'-4 G2-103 1n 4'-0" W _ Z -4X6 z Garage 2 30'-0" ° U 8'-0" h Bath 0 it S08°05'26"E 73.37' (FIELD) Garage 2 Ground Level - - - G2 n n, a, n, �n yn ��, GARAGE 2 2ND LEVEL HEATE / COOLED G2-203 2A G2-202 N <V G2, 2B Garage 2 g 2 G2-201 DO N 6" Living b 86-LITE/1-P NE N 0 3'-5 a 7'-6 4, Z-7, G2-202 a G2 1 1' CEILING I p 0 0 2A - -- -- - -- - - --- � { (:flat N Z ceiling for mechanical G2 iv Z a a ® - - equipment above O o ❑_ 2A 0 X i -;N cb N r-r 3x6 2X6 I D - G2 3 G2 G2 � G2 0 G2 T�. 2E �� 2C 2E 2D 2C F 24 E A3.1 A9.1 A3.1 8.4 13'•4" 8'-4" 4'.0" 4'.0" 30'-0" 8'-0" Garage 2 Second Level N07°54'44"W 71.03' (FIELD) 22 6" ( tC DOWN 6" O G2-105 d0 A9 1 I �; concrete finish 3X8 LOUVERED Z 9X8 GARAGE DOOR I 9X8 GARAGE DOOR N_J J D III W Q a Garage 2 $ W X N 3 S G2-101 m 0 3 0 F 24 E A3.1 A9.1 A3.1 a. I � 4 13'-4: 8'-4 G2-103 4'-0" 3x8 G2• t 04 DOWN 6" ( I DOWN 6" O 3 d0 ( G2-102 I G2 1 O 1 � L 9X8 GARAGE DOOR I 9X8 GARAGE DOOR 3 S 3 0 F 24 E A3.1 A9.1 A3.1 4 13'-4: 8'-4 4'-0" 4'-0" 30'-0" 8'-0" S08°05'26"E 73.37' (FIELD) Garage 2 Ground Level GARAGE 2 GROUND LEVEL ELOSED n n, a, n, �n yn ��, GARAGE 2 2ND LEVEL HEATE / COOLED 597.5 5,87 wood deck Wall Material Ivey - - interior insulated all all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be zx6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side .. 8" CMU wall PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes 3. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit " Floor Plan Notes 1: Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior stud walls or to outside face of stud or masonry on exterior walls unless noted otherwise. As interior wall finishes may vary, all dimensions are to face of stud wall or structural member. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall, locate door in the exact center of the wall. 5. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & inuntin patterns. Adjust head heights slightly (less than 1 3/8") as required to course with masonry veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case should brick be cut to either course with the head or the sill of a window or door. 6. Window sizes indicated on plans are generic sash sizes. 7. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 8. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 9. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 10. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 11. Doors & Windows shall not be ordered, prior to measuring rough framing. 12. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. 13. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers." 14. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 15. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 16. Load roof prior to installing drywall. 17. Install nail guards on framing at all appropriate locations. 18. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop between each floor, and top plate to roof framing. 19. Builder shall coordinate all shelving & storage requirements with homeowner. 20. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". 21. No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. 22. Handrails are required at all interior stairs with 4 or more risers. Garage 2 Door Schedule Number , qty. Width Height Type Remarks Location Inches Inches G2 101 1 108 96 vertical wood garage door G2-101 Garage 2 G2 102 1 108 96 vertical wood garage door G2-101 Garage 2 G2 103 1 36 96 solid vertical panel fiberglass G2-101 Garage 2 G2 104 1 36 96 solid vertical panel fiberglass G2-101 Garage 2 G2 105 1 36 96 louvered G2401 Garage 92.219111-1 :1 36 96 6 -lite / 1 -panel G2-202 Living G2 202 1 28 84 solid - G2-203 Bath G2 203 1 28 72 tempered glass 62-203 Bath Total 8 _ Notes See plans for door swing and slider direction. Garage 2 Window Schedule Number .`qty. Width Height Type Design Glazing &Notes Inches Inches G2 IA 1 36 72 casement 6lite G2 IB 1 36 72 casement 6lite G2 2A 3 36 60 casement 6 lite G2 2B 1 36 60 casement 6 lite G2 2C 4 36 72 casement 6 lite G2 2D 4 36 72 fixed 6lite G2 2E 4 36 72 casement 6 lite Total 18 _ Notes: See plan for casement swing Ydify width of all transoms w/ door manufacturer. Copyright 92020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anti specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. r � a� -r3 � c`t 3 O 3 • I --I cn L r � � W � c`t 3 N 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: in light on motion sensor 8'-0"ABOVE GARAGE FF A2.2 i J1 I I L---- — outlets 4�4" under sconces DoD Doo i 15a 125-277v single pole switch equal to Hubbell #1201. W. i5a 125-277V 3 -way switch equal to Hubbell #1203. D i5a 125-277v dimmer switch. O Recessed compact fluorescent bulb light or LED. -0-- Surface compact fluorescent bulb light or LED. light on motion sensor 8'-0"ABOVE GARAGE FF A2.2 i J1 I I L---- — outlets 4�4" under sconces DoD Doo i Garage 2 Second Level Electrical Plan W. w Electrical Plan Ivey ' (L Small pendant ceiling fixture. P g i I Wired Combination Carbon Dioxide w/battery backup). & Smoke detector (12oV I 15a 125v 3 wire single pole w/ground nn flat ceiling for mechanical equipment above II 1 i 0 QUAD 44" E2I to ,� 11 ;Q-- -J F provide serv>ce for garage dgor opener I provide service for garage dgor opener I switch on timer GOOSENEC GOOSENECK to photocell Garage 2 Ground Level Electrical Plan 1) 7' 4' AI R' it" ll' 14' 1A, �P '101 outlet under WP e sconc light on motion se E 1 r- o E2 E2 proof L FE L_ Garage 2 Roof Plan 60'-6" verify footings & turn down slabs w/engineering Garage 2 Foundation Plan Copyright 4)2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any 'form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site, Garage 2 Second Level Electrical Plan w Electrical Plan Ivey ' (L Small pendant ceiling fixture. P g T Wired Combination Carbon Dioxide w/battery backup). & Smoke detector (12oV (� 15a 125v 3 wire single pole w/ground duplex wall outlet equal 4" square Recessed LED, Elitco Lighting RS4123oKRF or 11 to Hubbell #5252• o similar. x 15a 125v duplex GFCI wall outlet #8or6599i. equal to Leviton Ceiling fan. See schedule for indication of whether fan +� 0) includes lights. New doorbell button. New items are generally shown bold as O indicated here. U Doorbell chimes. (Install transformer in closest available concealed L Wall fixture. accessible space.) � � Empty wall box for computer or telephone w/3/4" conduit & pull • rl ,si string to above ceiling or to other accessible space. ®Exhaust fan w/light. r W ,� 11 ;Q-- -J F provide serv>ce for garage dgor opener I provide service for garage dgor opener I switch on timer GOOSENEC GOOSENECK to photocell Garage 2 Ground Level Electrical Plan 1) 7' 4' AI R' it" ll' 14' 1A, �P '101 outlet under WP e sconc light on motion se E 1 r- o E2 E2 proof L FE L_ Garage 2 Roof Plan 60'-6" verify footings & turn down slabs w/engineering Garage 2 Foundation Plan Copyright 4)2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any 'form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site, CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A2.2 w p � � � o V d. +� 0) E O U L U O w � � c • rl ,si cn L r W U11J 3 cv 3 N 3 CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A2.2 12 1 o I—//x 1P o F. Garage 2 Building Section @ Dormers °G• 3. 111 FRAMING OR ROOF TRUSS BY OTHERS North Eleva 12 tion E. Garage 2 Building Section "4'.ff aB�11 . South Elevation A3.1 i -O A3. 1 ling 13x beam - w/engineering) door head nd) lumn finish N M -A JJA3.1 PT wood cedar shingle roof on shingle breather fabric over peel -N -stick waterpro exposed rafter lap siding— wood handrail 23 A9. E A3.1 H F 3 A8.1 11 " A8.1 �N 23 A8.1 ----------------- ELEVATION NOTES L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes. 3. See E2.4 for exterior lighting schedule. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 5. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. 6. Builder shall establish finish floor elevation as per Engineering. 7. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 8. See details for exterior materials not shown here. BUILDING SECTION MATERIAL KEY 4" CMU wall 8" CMU wall 12" CMU wall • r r o- concrete masonry veneer PT wood cedar shingle roof on shingle breather fabric over peel -N -stick waterproofing J J Q 3 LL 0 Y U Q 10 GARAGE SECON FLOOR J Q _--wood columns � r Z W Z — open PT wood � stair treads LL N b GARAGE FLOG 11-011 West Elevation F 24 A3. t A9.1 E A3.1 O L , 0 U � 1 �^ y O WJ - s EQ Ect 2' 0 T. 2 -0" O `2,-O�� - �I O 777777 J7 O C� �> O m • -CS J 21 „' J y O O O r. U � i L HE LEI] FSI In C 3 n n [��n — - PT wood cedar shingle roof on shingle breather fabric over peel -N -stick waterproofing J J Q 3 LL 0 Y U Q 10 GARAGE SECON FLOOR J Q _--wood columns � r Z W Z — open PT wood � stair treads LL N b GARAGE FLOG 11-011 Atlantic • Caribbean • Pacific info C�' starr anford.com 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. It O N 0 U � Atlantic • Caribbean • Pacific info C�' starr anford.com 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET i i Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.1 O N 0 U � �^ y O WJ U d- �I O O C� �> O U • -CS � L y O U � L W FSI In C 3 DRAWN: MLS CONSTRUCTION SET i i Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.1 Note: Details of the door or window are not shown here. The intent of this drawings is only to illustrate exterior trimwork. Consult Architect is there are any questions concerning these conditions. stucco wall as detailed elsewhere (see schedules, details && specifications CMU wall CMU bond beam interior casing provide door head water proofing door casing on nailer stucco head shaped as shown w/1/2" drip & stucco head return under CMU wall as detailed elsewhere (see schedules, details & specifications) door casing on nailer door (see Drawings for type, size & design) use Thoroseal as per manufacturer's instructions to seal all doors & windows PT 2x window "buck"--__„___,___ 2x4 sleepers 16” OC w/interior finish as detailed elsewhere concrete or stone door sill shaped as shown over sill flashing as shown depress slab at all exterior doors threshold set in bed of sealant over stone sill 21� As.1 Mte: Details of the door & frame are Note: Details of the wm ow me are- -,,I in nature and may not irpresent general in nature and may not represent exact configurations, as this may vary exact configurations, as this may vary between rnanufacturers. Consult Architect if between manufacturers. Consult Architect if there are any questions. there are any questions. wall as detailed elsewhere (see Drawings) wait as aetailed elsewhere see DrawingsT head flashing w/8" vertical leg minimum -header (see Engineering) header (see Engineering) cap cut from 6/4x4 over t"cove over cap cut from 6/4x4 over i" cove over 2x8 head casing 2x8 head casing to as 1 2 1 2 W y door casement window a>. (see Drawings for size & design) (see Drawings for size & design) 2X6 jamb casing 2x6 jamb casing 51.. �� '" � 114 REVEAL_• �; CASEMENT A8.1 DOOR HEAD & JAMB SECTION/ELEVATION 1150„ Aa.1 WINDOW HEAD & JAMB 1180„ Nc te: Details of the window & frame 5 are general in nature and may not 2 represent exact configurations, as 4 thi may vary between manufacturers. Consult Architect if there are any questions. window (see Drawings for size & design) —2x6 jamb casing �a subsilt cut ftom N and notched to drip 2 �� all as detailed elsewhere (see Drawings) p pfi0.WiNG u A18 1 DOOR SILL & JAMB SECTION/ELEVATION 11 io A8'1 JAMB/SILL DETAIL 111111 Door Jamb Inter Note: Details of the door or window are CASEMENT OR TRANSOM MUL 2.6 intended to outline the general procedures for not shown here. The: intent of this exact configurations, as this may vary — to flashing ds• jamb -wrapping doors ds' wine ws. �r if there are any questions. any questions concerning these conditions. L L door or window (see schedules for type, Opening sizes shown here are purely schematic. stucco wall as detailed elsewhere (see size & design) o z 2x casing over exterior sheathing (see schedules, details & specifications) on w elevations & plans for sizing) r' CMU wall J 2 Schedules & Elevationsforsizes of openings. W ' U o m �a I x flat casing over interior wallboard 0 See Wall Sections for thickness of all. 'I CMU bond beam 2" N FENESTRATIONIN window trim as . X W detailed elsewhere - -�.- each side of opening or 2' past edge of jamb casings (if larger than 6") for wood PT 2x window "buck"_ STUCCO WALLS MUST BE openings & wrap up over sub -sill 2: layers of r/2" cement board c� Z stucco head shaped as shown wh/2" drip Step 2: Extend ro mil vinyl jamb wrap & stucco head return under CM 6" minimum each side of opening seal these locations thoroughly with wall as detailed elsewhere (see schedules, exterior sealant 2" size & design) FENESTRATION IN cut jamb wrap at angle as shown where �\ 01' Q wrap meets sill & extend over sill #A window (see Drawings for type, size & STUCCO WALLS MUST BE design) Note: Vinyl jamb wrap is not shown on SET BACK SO STUCCO „ i should be installed on all exterior RETURNS TO BUCK l openings as shown here. --','REVEAL Step 3: Install head flashing over jamb j l Door Jamb Ext flashing & extend head flashing o minimum each side of opening - T In Note: Head flashing should be run up I behind wall sheathing whenever •.:.. n?"\�Il e . Z SHIM SPACE d. ---`��_ --- - possible. -- - - D •• 14 WUz -1� WHY 2' SHIM SPACE <� ,�� 0 U Q 0 111111 Door Jamb Inter Door Head, Jamb & Sill Section/Elevation IIMIIIIIIIIo■ Note: Details of the door or window are CASEMENT OR TRANSOM MUL general in nature and may not represent intended to outline the general procedures for not shown here. The: intent of this exact configurations, as this may vary — drawin�s is only to illustrate exterior trimwork. Consult Architect is there are flashing ds• jamb -wrapping doors ds' wine ws. �r if there are any questions. any questions concerning these conditions. L L door or window (see schedules for type, Opening sizes shown here are purely schematic. stucco wall as detailed elsewhere (see size & design) o z 2x casing over exterior sheathing (see schedules, details & specifications) on w elevations & plans for sizing) r' CMU wall jamb w/jamb extension over shim space Door Head, Jamb & Sill Section/Elevation IIMIIIIIIIIo■ use Thoroseal as per manufacturer's instructions to seal all doors & windows PT 2x window "buck"- ._ ______-___ -____-_ 2x4 sleepers 1[6" OC w/interior finish as detailed elsewhere - provide window sill water proofing — sloped concrete sill I window sill on PT window "buck" tucco wall as detailed elsewhere (see schedules, details & specifications) over CMU wall---- T Note: This detail is typical in nature, and is Note: Details of the door or window are CASEMENT OR TRANSOM MUL general in nature and may not represent intended to outline the general procedures for not shown here. The: intent of this exact configurations, as this may vary — drawin�s is only to illustrate exterior trimwork. Consult Architect is there are flashing ds• jamb -wrapping doors ds' wine ws. to if there are any questions. any questions concerning these conditions. L L door or window (see schedules for type, Opening sizes shown here are purely schematic. stucco wall as detailed elsewhere (see size & design) o z 2x casing over exterior sheathing (see schedules, details & specifications) on w elevations & plans for sizing) x CMU wall jamb w/jamb extension over shim space w Schedules & Elevationsforsizes of openings. provide window head wager proofin ' U o m �a I x flat casing over interior wallboard 0 See Wall Sections for thickness of all. 'I CMU bond beam 2" N FENESTRATIONIN window trim as . X detailed elsewhere - -�.- each side of opening or 2' past edge of jamb casings (if larger than 6") for wood PT 2x window "buck"_ STUCCO WALLS MUST BE openings & wrap up over sub -sill 2: layers of r/2" cement board c� Z stucco head shaped as shown wh/2" drip Step 2: Extend ro mil vinyl jamb wrap & stucco head return under CM 6" minimum each side of opening seal these locations thoroughly with wall as detailed elsewhere (see schedules, exterior sealant ,2 ♦ y size & design) details & specifications) cut jamb wrap at angle as shown where �\ 01' Q wrap meets sill & extend over sill #A window (see Drawings for type, size & flashing as shown design) Note: Vinyl jamb wrap is not shown on use Thoroseal as per manufacturer's instructions to seal all doors & windows PT 2x window "buck"- ._ ______-___ -____-_ 2x4 sleepers 1[6" OC w/interior finish as detailed elsewhere - provide window sill water proofing — sloped concrete sill I window sill on PT window "buck" tucco wall as detailed elsewhere (see schedules, details & specifications) over CMU wall---- T Note: This detail is typical in nature, and is D"AWINGY 1 tie" '2 As 1 11 DOOR, CASEMENT OR TRANSOM MUL general in nature and may not represent intended to outline the general procedures for O exact configurations, as this may vary L/ between manufacturers. Consult Architect flashing ds• jamb -wrapping doors ds' wine ws. to if there are any questions. V L L door or window (see schedules for type, Opening sizes shown here are purely schematic. size & design) o z 2x casing over exterior sheathing (see See Floor Plans and/or Door & Window w elevations & plans for sizing) x a jamb w/jamb extension over shim space a Schedules & Elevationsforsizes of openings. 6 ' I x flat casing over interior wallboard 0 See Wall Sections for thickness of all. 'I 2" -�v FENESTRATIONIN Step 1: Extend sillflashing 6" minimum . X each side of opening or 2' past edge of jamb casings (if larger than 6") for wood ., STUCCO WALLS MUST BE openings & wrap up over sub -sill c� Z Step 2: Extend ro mil vinyl jamb wrap p 6" minimum each side of opening seal these locations thoroughly with door or window (see schedules for type, exterior sealant ,2 ♦ y size & design) In cut jamb wrap at angle as shown where �\ 01' Q wrap meets sill & extend over sill #A flashing as shown Note: Vinyl jamb wrap is not shown on door & window details for clan but i should be installed on all exterior l openings as shown here. Step 3: Install head flashing over jamb j l IL flashing & extend head flashing o minimum each side of opening - T In Note: Head flashing should be run up I behind wall sheathing whenever •.:.. n?"\�Il e . Z SHIM SPACE d. ---`��_ --- - possible. -- - - A8 1 OPENING FLASHING DETAIL @ STUD W LL Note: Details of the window & frame are D"AWINGY 1 tie" '2 As 1 11 DOOR, CASEMENT OR TRANSOM MUL general in nature and may not represent 1�2 1'-0" O exact configurations, as this may vary L/ between manufacturers. Consult Architect � to if there are any questions. V L L door or window (see schedules for type, _ size & design) o z 2x casing over exterior sheathing (see 3 w elevations & plans for sizing) x a jamb w/jamb extension over shim space a = as required over 2x6 stud —'---'-' - • `� I x flat casing over interior wallboard 0 'I 2" -�v FENESTRATIONIN N X iv N STUCCO WALLS MUST BE c� Z z a p door or window (see schedules for type, ¢ 0 size & design) In Window Head, Jamb & Sill Section/Elevation 1 sig? 1 -O 36" G2 2E PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes 3. Double windows shall not be constructed from the factory ganged together, all double windows shall be seperated by a vertical wood mullion. 4. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 5. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 6. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 7. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass; window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 8. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will comply with types of lighting authorized by the general Permit." 9. See Specifications for appropriate caulking @ dissimilar materials. 10. Verify tempered/safety glass requirments for all windows at bathtubs in bathrooms. to rn Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and Specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. D"AWINGY 1 tie" '2 As 1 11 DOOR, CASEMENT OR TRANSOM MUL ION 1�2 1'-0" O Gil L/ • r� � to V L L w ro Window Jamb Interior S` etion mg MTa 2" FENESTRATIONIN STUCCO WALLS MUST BE SET BACK SO STUCCO F . �q, RETURNS TO BUCK 01' Q #A Window Jamb Ext IL o In I •.:.. n?"\�Il e . Z SHIM SPACE d. ---`��_ --- - - --i- -- - - Window Head, Jamb & Sill Section/Elevation 1 sig? 1 -O 36" G2 2E PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes 3. Double windows shall not be constructed from the factory ganged together, all double windows shall be seperated by a vertical wood mullion. 4. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 5. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 6. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 7. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass; window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 8. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will comply with types of lighting authorized by the general Permit." 9. See Specifications for appropriate caulking @ dissimilar materials. 10. Verify tempered/safety glass requirments for all windows at bathtubs in bathrooms. to rn Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and Specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. � L O Gil L/ • r� � to V L L w Window Jamb Interior S` etion � z 01' Q IL o In I •.:.. p a D •• 14 WUz -1� WHY U Q 0 + 0 N I. Window Head, Jamb & Sill Section/Elevation 1 sig? 1 -O 36" G2 2E PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes 3. Double windows shall not be constructed from the factory ganged together, all double windows shall be seperated by a vertical wood mullion. 4. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 5. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 6. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 7. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass; window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 8. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will comply with types of lighting authorized by the general Permit." 9. See Specifications for appropriate caulking @ dissimilar materials. 10. Verify tempered/safety glass requirments for all windows at bathtubs in bathrooms. to rn Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and Specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. r � � L O Gil y> • r� � to V L L r � � W Gil y> DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: eet A8.1 metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 framing and rake trim shown elsewhere 94 IV ROOFING OVERHANG av N s RAKE FLASHING DETAIL ROOF TO WALL FLASHING DETAIL 3�0° A9. 1 1 -O A9.1 siding over exterior sheathing over wall as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exposed fasteners s metal drip edge flashing (see Specifications) bent as shown (run \ flashing up as shown under roofing felt over PT rx8 %n O \F,Q tiq ti� ya 3X8 EXPOSED RAFTER TAIL ti TYPICAL ZZ EXPOSED RAFTER DETAIL 1 Ii2 metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT rx8 *% OA, �o A9 Wall Over roof Flashing Detail 11 1.011 flashing shown on exposed rafter g hold sidii ��,k#f roofing -.'ed line is fikiof tJ 12 i 8 O CA9. 12 SII r finish on framing it teri o s g 1 'PT cedar shingle roofing (see specs) o er edar shingle breather fabric on Peel -N -s 'ck ver plywood roof deck over rafters or russes tx 2 8 eave blocking over 2x8 fasci e ive flashing w/continuous cleat anchored o continuous 1x8 eave backer and 1x6 T&G here exposed, provide 20 eave fasci ^ V-6" eave flashing w/continuous cleat anchored to continuous ix8 eave backer and 1x6 T&G where exposed, provide 2x3 eave fascia-----__., V PT cedar shingle roofing (see specs) over cedar shingle breather fabric on Peel -N -stick over plywood roof deck over rafters or trusses 12 +''?X8Rgtii 6 spray foam insulation or minimum R-30 ceiling insulation interior finish on framing 2x8 eave blocking over 2x8 fascia— 3: 2x8 header interior trim as detailed elsewhere window head flashing as require A9.1 c0 i1 window as detailed elsewhere x8 exposed rafter tails 24 1'-6" Copyright ©2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ana specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any Corm without the written consent of Starr Sanford Design Associates, Inc. Do not scale draunngs. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. in oruww� x DRIP FLASHING DETAIL 11 �o" A9 i STEP FLASHING @ FRAME WALL A9. 1 WALL SECTION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. 4- Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottotn of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections 1' Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and ents of local authorities, but in no case sh ll clip be less than Simpson x8 may not show openings for c anty. 10. Because of the scale of building sections, items beyond the section plane such as 24 doors, windows, cabinets, etc., are typically not shown unless they are required A9 1 to communicate the intent of the drawing, such as columns beyond that support a porch beam. RAFTER -WALL STRAPPING Rake Section thru Garage 2 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date:. FEB 20 2020 Revised: Sheet A9.1 O _ laggered iD w s -1 o W d.1 O -1:1 0) s wood siding on exterior plywood p W O 2 •-�N N use roll-on water proofing, caulk plywood io Z ctt oruww� x DRIP FLASHING DETAIL 11 �o" A9 i STEP FLASHING @ FRAME WALL A9. 1 WALL SECTION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. 4- Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottotn of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections 1' Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and ents of local authorities, but in no case sh ll clip be less than Simpson x8 may not show openings for c anty. 10. Because of the scale of building sections, items beyond the section plane such as 24 doors, windows, cabinets, etc., are typically not shown unless they are required A9 1 to communicate the intent of the drawing, such as columns beyond that support a porch beam. RAFTER -WALL STRAPPING Rake Section thru Garage 2 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date:. FEB 20 2020 Revised: Sheet A9.1 laggered -1 -1:1 0) s wood siding on exterior plywood p W v use roll-on water proofing, caulk plywood io WQ) ctt oints prior to application) over minimum interior window sill 4: 0 -19 insulated wall n window sill flashing, run out to drip 1 ~ o v staggered wood siding on exterior plywood (use roll-on water proofing, caulk plywood '- E ashing, run up behind waterproofing and out joints prior to application) over minimum �a +- o o drip over sloped ca cut from 1x4 over p p p R-19 insulated wall iv d x10, overhang stucco finish minimum 1" & flashing on drip cap over 2x10 skirt � seal 2x10 to stucco � L restressed concrete floor prestressed concrete floor GARAGE SECOND C, - - - '5` ), - - - - - LOO = � CD v R-6 CONCRETE FLOOR VALUE'. > ' . �R-6 CONCRETE FLOOR VALUE. } L i. N 5/8'r interiors eetrock finM in N are -rated interior finish on 2x4 sleepers (24" garages attached to framing 4-J OC) attached to wall as detailed by } N engineering oruww� x DRIP FLASHING DETAIL 11 �o" A9 i STEP FLASHING @ FRAME WALL A9. 1 WALL SECTION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. 4- Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottotn of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections 1' Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and ents of local authorities, but in no case sh ll clip be less than Simpson x8 may not show openings for c anty. 10. Because of the scale of building sections, items beyond the section plane such as 24 doors, windows, cabinets, etc., are typically not shown unless they are required A9 1 to communicate the intent of the drawing, such as columns beyond that support a porch beam. RAFTER -WALL STRAPPING Rake Section thru Garage 2 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date:. FEB 20 2020 Revised: Sheet A9.1