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574 TIMBER BRIDGE LN - NEW HOME DRAWINGS i i i DESIGN SPECIFICATIONS USP CONNECT RS TYPICAL HEADER NAILING _ 0.131X3' TOE NAILS WINDOW SILL SCHEDULE (5) NAILS TYPICAL TOP PLATE NAILING:= CE DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: 2X6 2x8 '-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM ENO 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES PSF CONNECTOR FASTENERS FL# CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 0.131x3" END NAILS: " ( ) (16) 0.131x3 NAILS 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, SYP SPF 9 LVL, 11 LVL = 7 NAILS TOGETHER w/ (3) ROWS FV'ENLY SPACED INTERIOR EDGE STRIP (PSF): 1 CAR (2) O 2x4 ( ) OF .131x3 ® 12" O.C. STAGGARD. < 6-4 (2)2x4 SPF #2 (5)t2d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR COD COMPLIANCE. TRIBUTARY ) GARAGE +16.3 ' " 14" LVL, 16" LVL = 9 NAILS USP A35 450 450 (9)10dx1 2 (3) ® 2x6, < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR (4) O 2x8. SYP#2 DESIGN LOADS: ACTUAL AND UNIFORM +18,2 -19,8 +18.2 -24.4 (8'x7') -17'9 USP RT7 585 495 5 8d EA. D # 10 SYP#2 DBL. HEADER, „ 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS � � 2 CAR USP RT8A 775 650 (5)10dx1 /2 EA. END TYPICAL WALL FRAMING NOTES: 6-MAX. TOP PLATE PER PLAN 4-0 MIN. cd=1.25 cd=1FLOOR 0 +16.3 -17.9 +16.3 -20.6 +15.5 ROOF SHEATHING, ROOF LOADING ( ) ( ) 50 GARAGE USP MTW12 1195 860 (7)10dx1 /2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS 1 Lou Pont i g o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR) _17.0 USP HTW20 1450 1245 (12)tOdx1'/2 EA. END ALL WALL STUDS.. SEE 5 S0.0 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (16x7 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)10d EA. ND 2. USE SYP#2 FOR ALL TOP / 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE REQUIRED IF SHEARWALL BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. ----- HEADER ARCHED TRANSOM OPTION: _ 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD FTG. 3. USE SYP#2 FOR ALL FASTENED w/ 3-0.131"x3" Jax. Beach, Florida 32250 DEFLECTION CRITERIA: SHALL BE PERMITTED DROPPED USP JUS28 1305 1305 (6)10d TO EADER HEADERS I HEADER EA. END TYPICAL. Ph.242-0908 Fax. 241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD /180 I SHEATHING MAY EXTEND 2" FL:CA#8344 SC:CA#3579 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL L04D L/240 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 S/8"0 ROD 0 FTG. 4. ALL WALLS SHALL BE I I - ____ PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5 _____= ATTACHMENTS MUST /8 � ROD 0 FTG. BALLOON FRAMED FULL ( I ARCHED LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL. WIND LOADING: s HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOM • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 8 � ROD / (12)16d FASTEN LOWER STUD PER PLANS ASCE 7/10 FOR WIND UPLIFT TRUSSES SHALL E DESIGNED WITH A BEARING ELEVATION U.O.N. 0 OPTION MIN. DEAD LOAD CONDITION OF 5 PSF TOP CH D AND 5 PSF USP PAU66 2535 5/8"0 ROD / (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR E BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, USP MSTAM24 1545 1455 5 ' 4" ' S. FASTEN BOTTOM PLATE OF SEE PLAN �i„�netlttuttutpy OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR O/ x2- 4 TAPCONS ) O 12 O.C. WINDOW SILL SEE �`s+ LIVE LOADS COMBINED WITH ROOF LIVE LOADS ALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING SCHEDULE ♦�i`t R FULL HEIGHT ANCHOR • �i BY 0.75 WHEN COMBINED w DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS To CONCRETE SLAB FOR SILL SIZE AND SIMPSON CONNECTORS » ' '� •• •' iv' / AT INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS * `+° ''•,. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/10d MASONRY CUT NAILS O TYPICALLY FULL PLATE NAILING: CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING +' `'• BASIC WIND SPEED ASCE 7-10 ----- ---- 130 MPH IMPORTANCE FACTOR ---)------ - 1.00 aka Id aka k UPLIFT 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: END SCHEDULE WITHIN FLOOR SYSTEM AT ALL --- FOUNDATION PLAN ADDITIONAL RODS ® 6'-0" O,C, (3) O 2x4, UPPER LEVEL POSTS & JACK O. �� MEAN ROOF HEIGHT ----------- ---- 20.0 FT v i-- -�i a a CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS (4} ® 2x6, STUDS ROOF PITCH -------------- ---- 7/12 v A35 450 450 12-8dx1'/2" 10446.4 5 O 2x8• SDWC15600 SCREW SEE 8/SO.0 �O , BUILDING CATEGORY ----------- ---- II � BLOCKING ONLY REQUIRED � OF a H2.5T 600 520 5-8d EA. EN 11478.3 AT SHEARWALLS AND PT. SPF#2 EXPOSURE CATEGORY ---------- ---- B -�`-*DENOTES EDGE STRIP. car, " STUCCO FINISH SOLE PLATE I• `�✓ ENCLOSURE CLASSIFICATION ------- ----ENCLOSED o SEE C & C CHART H8 620 530 5-10dx1/2 E . END 11470.3 SEE PLAN FOR D SIZE .PC`�••.�Q p ° \�� o� --_ 1 ABOVE FOR 'o' DIMENSION MTS12 1000 860 7-1 Odxl'/" E END 10456.3 AND O.C. PACING. �° � ,� '`°• •■°"" � ,`�� INTERNAL PRESSURE COEFFICIENT ----- - t .18 2 �i, os � " WALL SHEATHING 4. �. . :• .. -... . -•:: .: .� � _ L. -, �. ... .. c / HTS20 1450 1245 24-1 Odxl/z A. END 13872.3 d a ..•- a .. �i>eii�i�ivawr�iii►�iit�� p -� o SEE DETAIL 1/S0.1 . : .•. 4. +�' ; • Christopher J Sabourin PE FOR SPLICING . .r .� :.a FOUNDATION SEE PLAN ' . `a ..,. :.,. • p MATERIAL SPECIFI ATIONS �� MSTA24 1765 1270 9-1Od EA. EN 13872.4 WITHIN FLOOR YSTEM 16d COMMONS p at WHERE POST IS BOVE. OPTIONS 8 2 FL P E#71 4 61 MSTA36 2050 1870 13-10d EA. END 13872.8 O 8 O.C. MAX. MIN. SOLE PLATE ANCHOR: o o r-- WALL FRAMING AT WALL FRAMING AT I.-- --, 18-16d TO USS/BEAM FLOOR SHEATHING, FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 gd ® 3 SEE SPECIFICATION I PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK REVISIONS DATE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] I`a'n 1-5/8"0 ROD 0 FTG. I ASTM A 307 OR ASTM F 1554 GRADE 36. BUILDER MAY CHOOSE EITHER THE DROPPED WASHERS: SHALL BE IN ACCORDANCE WITH AS A500 (GRADE B). SCOPE OF SERVICE 32-,6d TO USS/BEAM � I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT HTT5 5250 4670 11496.2 �------- I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A'' fi3 GRADE A HEX. 1-s/8"� ROD 0 FTG. I I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS ICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I I I 50.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMEN OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q$. BE RESPONSIBLE 4-10d TO J01 T I I ( )tJ"x6" SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, OLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR 14-16d TO HEADER � w/3X3x0.229 WASHER SEE LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- --J SCHEDULE FOR SPACING Q$HOLD DOWN (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 %"0 ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. SEE 5/S .0 SEE 1/S0.1 (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 S/8"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE EPDXY: ITW RED HEAD A7 BUTT JOINT LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 2� 2" REINFORCING STEEL: SHALL BE ASTM A99 , GRA E 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPONY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRA E 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TOS D/BEAM/POST STUCCO FINISH SEE DETAIL 1/S0.1 CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM Al 5. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGO&ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINA D VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD 0 FTG. OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 x „ BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 26 psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT J� THREADED ROD ` 1'-a" 6" SHEATHING . . . . . . / FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229" PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO TO BE BEING APPROVED BY LOU PONTIGO& GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS CONTINUOUS FOR SPACING SOLE PLATE BREAK EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN TO UPPER --INTERIOR BEARING WHERE REQUIRED BY ADDITIONAL ENGINEERING OR TOP PLATE WALL: SEE SCHEDULE TITEN HD GENERAL NOTES. INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE EPDXY ANCHOR AND O.C. SPACING. OPTION ANCHOR OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE_ AND NAIL WITH 10d COMMON O 6" O.C. EDGE & FIELD WALL SHEATHING TO ROOF SHEATHING SPECIFICATIONS: SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT RAISE �" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGES, SHINGLE- MIN. 7/1,5". 24/16, APA RATED OSB PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS O 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" of ROOF EDGE). 8d ® 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE GENERAL NOTES ON S1.01 ON S1.01 PLAN AND FASTEN TITEN HD 48" 24" 3x3xO.229" 4" 2" .. z TIL - MIN. 15/32" 32/16, APA RATED PLYWO SHEATHING, NAILED w/ 0.113x2" RING SHANK O 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). -- i-- -- - - w/8d ® 3" O.C. „ „ „ „ „ EXAMPLE OF UNSUPPORTED F -I F- - - -, F EPDXY 48 24 3x3xO.229 4 2 METAL - MIN. 1/2", 24/16, APA RATED PLYWd D SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS O 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'-0" 0 ROOF EDGE). I . I MAS 48 24 N/A N/A N/A =:._ (UNBLOCKED) PANT EDGE--, " " (TYPICAL) WALL SHEATHING SPECIFICATIONS: r' I I ' .- • - I I '� - . . I I I NOTES: FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED SB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d O 6" aC. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I r4 °`` I I '' • I ' 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE 4< V) FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERtD BRITTLE FINISH. L--------J L--------J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. STUCCO FINISH.-MIN. 7/16", 24/16, APA RATED SB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDQE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLAT TO UPPER TOP PLATE. ROOF 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION -• (LION) TRUSSES, OR LU MASONRY SPECIFICATIONS SINGLE STORY MULTY STORY FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DA COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XY4' PLATE WASHER, A 3"X3"X'/e" W/"1'/2"o ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAYBE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WA L SECTIONS 3 SOLE PLATE ANCHOR DETAIL & SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING J CONCRETE MASONRY UNITS (CMU): sa.a SO,p SCALE: 3/4" s t'-o" S0.0 SCALE: 3/4" = 1'-0" Uj CMU SHALL BE IN ACCORDANCE WITH ASTM C9 75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE `N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, TACK BOND SHALL NOT BE 11/2" 1,/Z» USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING-, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 O 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNS BARS, MINIMUM OF 40 BAR (3) ROW OF 10d DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL E INCREASED AS NOTED ON 2 PLY NAILS O 8" O.C. 0,0 • n 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6'.. STAGGERED SIMPSON BEAM. 2x4 BLOCKING CLAY MASONRY (@RIS SDWC15600 3 PLY BEAM. ° N o " N 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH ENO w/3-10d W FRAMING (1) ROW OF 10d ° TOENAILS PLAN FOR EXTEND SHEATHING VERT. CONCRETE SPECIFICATIONS: (4) ROWS 12d NAILS O 4" O.C. V) ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI T 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12" O.C. CONCRETE AT GARAGE AND PORCH SLABS SHA HAVE A COMPRESSIVE STRENGTH of 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS: AT HORIZONTAL JOINTS. 2 ROW OF 1Od GENERAL NOTES: ROOF SHEATHING, SEE (3) ROWS 12d ( ) „ STUD BELOW „ SPECIFICATIONS BELOW. AT 12" O.C. NAILS ® 4 O.C. LOWER TOP 4-10d FOOTING AND FOUNDATIONS: HEEL ;io EA. SIDE. STAGGERED PLATE AT BRELA AK TOPOVERPLATESLAP OUBLE COMMONS PRE-ENGINEERED WOOD FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOI S. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 y� ST ORTHOGONAL VIEW CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN OF CORNER Uj FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND L CATION FROM THE (3)ROWS OF 5" (3)ROWS OF 6%" 0 z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE R LOCATION IS NOT SIMPSON :� TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS O 24"o.c FASTENERS O 24"o.c �- UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 O 48" O.C. OR ROD CHAIRS. FRAMING P, SIMPSON AS SHOWN AS SHOWN 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, WHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 CORNER WALL INTERSECTION BAR DIAMETERS DETAILS SHEATHING MAY CONDITIONS CONDITIONS CONCRETE SLABS ON GRADE: SIMPSON TERMINATE AT SIMPSON SEE ROOF TOP OF DBL. SDWC15600 FRAMING 3-PLY 4-PLY NOTES: SHALL BE INSTALLED OVER MINIMUM 6 MIL POL THYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVEN ION OF SUBTERRANEAN SDWC15600 SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SEE NOTE 1 TOP PLATE. " » „ a TERMITES. SAWCUTS: FOR CONTROLLED CRACKIN CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. DETAILS 14 LVL AND GREATER 2. �- DENOTES 3 x0.131 GUN NAILS O 6 O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" » NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 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 NA MASONRY, CONCRETE OR HEEL < 5 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ 0 NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE To STU . SPACE ® 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRU S CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL USS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACINGPER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON �-O S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONAL Y ACROSS DBL. TOP PLATE FROM EA. OTHER. SO x DESIGN KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR HE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFAC URER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E151 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED THAN 4'-6" Is I FOR GABLE ENDS. ACCORDING TO THE MANUFACTURER'S REQUIREM NTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: � FOR GABLE ENDS. AND WATERPROOFING: SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR HE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. GENERAL THAN 4'-6" WOOD FASTENING 'SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABB EVIATIONS PLATE TO HEADER: KING & JACK KING & JACK SDWC SCREW O NOTES MEMBERSCONNECTION FASTENER INTERIOR LOAD BEARING WALL STUDS SEE PLAN STUDS SEE PLAN TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® BUILT-UP POST IN THE WALL _ 24" O.C. ® (2)12d TOE HEAD Q$ SILL DO NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS ® 12" STAG. NAILS E.E. PLATES SEE THESE DRAWINGS.IF A DIMENSION IS Hill HEAD SILL 2X6 WALL UNCLEAR REFER TO THE L3'/2x3'/2x'/4 4" fi'-0" GABLE X-BRACE. SEE DETAIL lOfS0.1 _ (MIN) SCHEDULE PLA S SEE ARCHITECTURAL DRAWINGS OR TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS Y/4 " » 1_401/2 6 8-0 H6-1/2 HEADER SIZE. JACK AND KING STUD S EDULE CONTACT THE E.O.R. DESIGNATES SHEARWALL THE QUA TI TY. ROUGH OPN G SEE ARCH DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS HEAD Q$ SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: L5x3'/2"x'/4 6" 10'-0" ____ ____ HIDDEN LINE DESIGNATES SIDE OF ROUGH �I'G, SEE ARCH SDWC SCREW WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx11� RIM JOIST TO TOP PLATE TOE NAIL (8d O 6") GUN NAIL O 6" SW PLAN NAME ��) Lfix3'/" '/ 6" 12'-0" TO BE APPLIED. 8d o 3/6 SCHEDULE NAILS EACH END. STRAP - 2 x 4 NAILING: DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR DAVENPORT CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 1 1/ 8d03" 6" » » CONNECTON: SIMPSON ' L7x3/2"x 4 6" 16'-0" O.C. EDGE & 6 O.C. IN THE ROUGH OPN G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE DESIGN6DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36 SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS RD LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long JACK TRUSSES LESS SDWC SCREW O JOIST TRUSS TO PLATE TOE NAIL (2-16d} 3-GUN NAILS BM - BEAM MANUF - anufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. DATE PAINT. WEATHER BOT - BOTTOM MONO - Monolithic WALLS RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS THAN 3'-6" � 2X4 WALL 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC - On enter HEADER FASTENING SECTION 09.03.15 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB - Ori nted Strand Board SCALE ROOF RAFTER To 2x_ RIDGE BM. TOE NAIL (2-16d 3-GUN NAILS EXCEED 6 FT. O.C. w 2-'/ x3" WD. DBL - DOUBLE PERP - Perpendicular / 4 DIA - DIAMETER PRE ENG Pre Engineered . , .- _ KING STUD TO FRAMING BELOW: AS NOTED » SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - Pounds per Square Foot = .� CS18 STRAP W/6-10DXlN' LPA No. CONT. HEADER, TWO PIECES FACE NAIL 16d® 16 O.C. C� EDGE ATTACHMENT .` . . ;• � .. �'. -• -.• VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI - Pou ds per Square Inch , NAILS EACH END. STRAP ATTACHMENT CAN BE CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRE URE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00476 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quic Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. STRAPPING NOT REQUIRED HORIZONTAL TIES O 24" O.C., VERT. EXT - EXTERIOR REINF - R inforce LOCATED WITHIN 6" OF PER SCHEDULE w/8-10d COMMONS GABLE ENDS OR q STUD PACK. OMIT IF SHEARWALL AT LOWER LEVEL HEADERS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d O 16") GUN NAIL O 8" TIES O 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square a Foot UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS WIND-ZONE VERT. TIES O 16" O.C.). SEE PLAN FDN - FOUNDATION SPF -Sprue Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY THAN 8 OR OPENINGS LESS SHEET NAIL SPECIFICATIONS BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SINGLE STORY MULTI STORY » " " AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE STACKED WINDOWS THAN 3-s 3 x0.131 0 = GUN NAILS 2"4.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3/6"0 WEEP FTG - FOOTING THRU - Th ough (UNSTACKED WINDOWS1 2"x0.113"0 = 6d 2'/2" .131"0 = 8d HOLES O 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - Typ al 8 TYPICAL HEADER STRAPPING 3"x0.148"0 = 10d 3'/2" 162"O = 16d FLASHING. HORIZ - HORIZONTAL UON - Unless Otherwise Noted S000 OF BRICK LINTEL LBS - POUNDS VERT - Ve tical �_O 1'/2"x0.148"0 = 10dx1'/2" 11/2"x).131"0 = Bdx1'/2" WWF - Wel ed Wire Fabric SHEET OF 9 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4" O.C. PLATE w/ 1 O 0 3" O.0 WALL SHEATHING 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING ® 3" O.C. / \ ATTACH AT EACH WALL STUD w/ 3-16 / NAILS AT EA. FRAMING INTERSECTION. 6" 1 (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP MAX NOTCH HEADER aY BLOCKING ONLY REQUIRED PLATE /-BELOW TOP PLATE � ! AT STUCCO FINISH I �/ S 5-8d COM P CH SHEATHING, \ � Lou P o n t i o a n d EACH SIDE S E SPECIFICATIONS � I � Associates, Inc. � 1 ;•� PORCH 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING ® BLOW 1 8-GUN NAILS ® 8" O.C. SHEATHING SPLICE ® 8" O.C. ••I SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 24 O.C. BETWEEN OUTER WALL PORCH HEADER & SUPPORT FULL HEIGHT DETAIL B )ax. beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 I STRAPS ANCHOR OR DTT2Z CONT. RIBBON CONT. RIBBON 8d COM ® EACH END w/ 3-0.131x3" NAILS ��' PERPENDICULAR MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557 HOLD DOWN AT BOARD (TYP) ° BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (HEADER. WALL FL:CA#8344 SC:CA#3579 EACH SIDE FLOOR OPTION A FLOOR FLOOR OF SPLICE TRUSS SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx11�" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING FASTEN EA. I 10dx1}� EA. END i •� LSTA12 FOLDED OVER TOP AT SHEATHING EDGE '"� � y',`,�ilr DOUBLE TOP PLATE 8d COMMON WIRE NAILS fig END w PLATE w/5-10d NAILS , / PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING t0' 3 O.C. \ '► a *' "• ; " PORCH HEADER, .JI NIA- SLAB 6" HEADER NAILS INTO BEAM. SPACE / •.•'� `S •'•••G+ 4 OSB or PL 3-10d COMMONS I •• ENS �.' RIM BOARD Y4 -- ---- TS16 MAX ® 48 O.C. OMIT IF WALL %$ SHORTER THAN SEE PLAN 1 „ WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING TRAPS MSTA24 %" ROD SHEATHING IS INSTALLED O. 146 •2 c�i x VERTICAL JOINTS WITH LINEROOF TRUSS SHEATHING SPLICE WALL SHEATHING STRAPS EPDXIED 6" MIN °• ON FACE OF BEAM OR JOIST \� i / FOR * : JOINTS INSTALL FLOOR TO tn BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER PLAN VIEW OF ELEVATION VIEW OF 8-GUN .. SERE D TAILCONNBCA ON � of •9@` o AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH HEADER PORCH HEADER NAILS CONTINUOUS 2x6 SYP#2 �.�� N STUCCO FINISH OF SPLICE CORNAT POST AT POST OPTION 2 FULL HEIGHT LEDGER FASTEN WITH ``�.o�s�� •�QRS a�,•• �.�`,� Q QE TION 1 APA RIM BOARD OPTION FLOOR TRUSS PARALLEL ANCHOR OR DTT2Z 5 0.131x3 EA. STUD. '�•,��,��'�•QNAL OVER LA:1 SHEATHING " � " HOLD DOWN AT MIN. (2}2x4 WOOD t�igi1 °° '/2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® fi O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OPTION-A TO PORCH HEADER. 1. CONTRACTOR MAY HOOSE OPTION 1 2 OR 3. /e" (OR GREATS ) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD DETAIL A Christopher J S a b o u r i n P E 2. CONTRACTOR SHA OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL P E#7 l 4 61 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS �3TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION OTEO SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATi)I S0.1 S0.1 S0. S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. BOT. CHORD w/ 0.131x3" ® 3" O.C. I I I I I V - - V 1 2-SIMPSON H2.5T. B B FIELD ALTERATION FLOOR OR FASTENED TO SHEATHING w 8d 0 3" O.C. ROOF - -------- ---------- A A 2x4 SYP#2 CATS AT 12" ROOF TRUSS. / TRUSS.-\- R SS. CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TOP " SDWC 15600 - -------- ---------- PONTIGO a ASSOCIATES PRIOR TO PLATE w/ 4-0.131x3" 111/4 SHEATHING FASTENED TO ® 32 O.C. MAKING ANY STRUCTURAL FIELD COMMON. MAX. TOP PLATE w/ 10d ® 3" O.C. SCREWS I I I I II I I MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 16" MAX. SHEARWALL CONSTRUCTION DOCUMENTS.ANY FASTEN CATS EACH END w 2X SYP#2 CONT. ATTACH OSB WALL C B C FIELD ALTERNATIONS MADE PRIOR TO B D D D D BEING APPROVED BY LOU PONTIGO$ / TO TOP PLATE AND TRUSS SHEATHING C C ASSOCIATES MAY RESULT IN 3-0.131x3 COMMON TOE NAILS .. p ADDITIONAL ENGINEERING OR w/ 0.131x3 0 3 O.C. EDGE OF INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL-// C SHEARWALL OR SHEARWALL �� EXTERIOR LL S 8d®3 6 SW 8dC�D3 f 6 P OR TESHEARWALLSEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE T ALTERNATE B ALTERNATE C ALTERNATE GPOST BELOW WITH OST TO .TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO I+TRUSS UPLIFT TABLE AT LEFT �� A - 16 U M LOWER STUDS A - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/,." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 1 O 04"0.C. FLOOR SW 8dO3 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED TO NAILER w (1) ROW 8d TRUSS.N - - -T 3"NAILER FASTEN TO TOP 2x4 SPF#2 CONTINUOUS TRUSS. (g)- - EN STUDS M FO NrDA71ON �- ENO STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION LEDGER FASTENED W 8dO3 6: HTT5 OR HDU5 W 8d®3/6: HTT5 OR HDU5 LD PLATE w/ (2) ROWS x/16" OSB TRUSS WEBS WIT © CONNECTION CONNECTION OF 8d 0 3" O.C. BLOCKING w/3-0.131x3" SHEARWALL NOTES: TEE SCH DUPLE ON DTE ETAIL ANCHORS TEE SOLE ULE ON DETAIL 3/SO.0 CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR 2x4 SPF PANNEL FLOOR COMMON. 1. ANY ALTERNATE MAY V) SYP#2 2x4 NAILER FASTENS ALL AROUND FRAMING TT BE USED. SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" O.C. TO TRUSS BOT. CHORD w 1. PROVIDE 316" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.131x3" ® 3" 0-0. INTERIOR 3-0.131x3" NAILS 0 6" O.C. \\-O.CFASTENED TO TOP AT EXTERIOR WALLS C (1)MSTA24 STRAPS C (2)CS16 STRAPS ❑ SHEARWALL. III PLATE w/ 4-0.131x3" ENDING BETWEEN ROOF 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN S -2 SHEARWALL OR COMMON. TRUSSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d 1�fiA1L5 EXTERIOR WALL mj ALTERNATE ALTERNATE E (TYPICAL) 3. USE ALTERNATE 3. FASTEN ALL INTERIOR S TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE F E & F FOR FLOOR Uj TRUSS ATTACHMENT 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 5 SHEARWALL A ACHMENT AT ROOF Et FLOOR s TYPICAL S EARWALL ELEVATION 6;j;� HEADER TIE DOWN S0.1 S0.1 PROVIDE SOLID BL CKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED 10.1 THIS DETAIL ONLY APPLIES 'WHEN NOTED ON PLAN n 8d COMMON NAILSL 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIICATICINS m AT 3" O.C. TYP ROOF NAILS (T .) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING W ( ) TRUSS ® 24 O.C. 1.}ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FA TENJ FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3 10d H3 QR H2.5T HURRICANE CLIP ® EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER TOE AILS OUTLOOKER TO TRUSS. (UON) T 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRA CE PER O ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT TO BACKSIDE OF WEB. I I THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. I.I DELEGATED TRUSS ENGINEER. pp II0 '•1 2X6 I I 3.)PERMANENT PERMANENT BRACING z ROOF TRUSS-/ ROOF TRUSS-/ ANGLE BRACING APPLIED TO I'I WHERE NOTED ON TRUSS MFR. SHOP SYP 2 LEDGER ATTACHLDBL. SYP#2 LEDGER 1 SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. ISI DRAWINGS. THE CONTRACTOR SHALL # NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD, THESE STRAPS I I AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED I•I PERPENDICULAR TO TRUSS BOTTOM BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. ° o WEB w/ 12d 0 6"O.C. I I CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE SPECIES I•I TRUS WITH 2-8d COMMON NAILS. AT VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY 0 6" ON-CENTER 2X4 #2 SYP BLOCK O: EACH AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS 0 0 REACTION LEDGER SIZE & NAIUPLQ ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE I•I AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING TO BE BRACED. p 1 " „ AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND I 1 (APPROXIMATELY 459:) TO THE 0-775 2x6 w/ 5-0.131x3 1850-2345 2x8 w/ 6-/4 0x6 SDS SCREWS LOCATION. JE MORE THAN (1) LATERAL 1•I ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING J U BLOCK TO DBL TOP TO FORM A ZIGZAG PATTERN ALL 1251-1540 2x10 w/ 10-0.1310" a PLT W/ 2-H2.5T AS SHOWN. 1540-1850 2x12 w/ 12-0.131x3 CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT '° MATERIAL. THIS REQUIRMENT IS NOT ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I p NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WH RE A LEDGER IS INDICATED 1 0.131x3 TOE NAILS CSD 8 O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TR SES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING SED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2 LEDGER PER NAILING SCHEDULE I BETWEEN THE WALL AND THE FIRST 2x4x6' SYP 2 LATERAL BRACE EA. 8-10d LSTA12 0 48" O.C. QR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. # X-BRACE w/CHORD OF EA. TRUSS. COMMONS I TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL WHEN 8 LEDGER C NNECTION W> N 9 DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATH G OVERLAPS GABLE 2" MIN 11 PERMANENT TRUSS BRACING p V-0- FRAMINGEER.OTED TRUSS TO LEDGER CONNECTION BY TRUSS DIED I S0.1 S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING � 4-6 MAX. S0.1 SCALE: 3/4 = 1 -0 MIN 2 PLY STUD MIN 2 PLY STUD ENGINEER. NOT SHOWN FOR CLARITY _ 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS - -- ' TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT " " WASHER- T PLAN - I X( - MIN 2 PLY 36 LONG STUD 36 LONG STUD OR BEAM , ANCHORING SPECIFICATION S (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- D F Y FOD OVER TOP PLATE 2 MSTA24 STRAPS O 0.131x3" GUN 0.131x3" GUN NAILS FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2)MTS12 SOLE 1 DOUBLE SYSTEM SHALL CONSIST OF A307 THREADED FASTEN w/18-10d HDU5. FASTEN-\,, (2)MTS12 ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS . . --�� FULL HT. TOP PLATE. `: ANCHOR RODS, / 0 UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE DOUBLE TOP -CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE . . SIMPSON DTT2Z DO NOT SCALE DIMENSIONS FROM SEE PLAN " • THESE DRAWINGS.IF A DIMENSION IS PLATE r-•-WALL STUD TOP PLATE, PROVIDE A 2"x 2"x )6" STEEL WASHER. w/$- Y4 xl UNCLEAR REFER TO THE - A •0 SIMPSON FULL HEIGHT j FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS ARCHITECTURAL DRAWINGS OR OR POST. j THREADS TO EXTEND ABOVE TIGHTENED NUT. TYP. MINIMUM 2 PLY . . LTT20B THREADED ROD (2)H2.5T a 1 ( ) FULL HEIGHT CONTACT THE E.O.R. FULL HEIGHT C'_ ; -- -- _ AT ALL PLATE PENETRATIONS ROD STUD ' ' THREADED ROD WITHIN 6" OF ROD INSTALLATION. 2 PLY EPDXIED 4 MIN OR GIRDER (SEE PLAN) 2 PLY AT 2ND STORY PLAN NAME --"*,*) -THREADED ROD I _ I =� _ PROVIDE A HOLE IN THE PLATE J�" LARGER THAN TH MINIMUM • , „ MINIMUM �--- - - SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY THREADED O SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUD ROD EPDXIED e e Y2x6" TITEN HD " STUD STUDS PROVIDE DAVENPORT STEEL COUPLER t (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE STUDS PROVIDE 1 CS18 STRAPS 7.5" MIN •• )! THREADED ROD 2 CS18 STRAPS WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE EPDXIED 4 MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED (OPTIONAL, LOCATE a FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS )jx6" TITEN HD (FLOOR TO FLOOR) CS RD LAP ANCHOR (FLOOR TO FLOOR) RODS - THD37634RC ( x6-'4 ) DATE - AS NEEDED) � ! IN HOLE. RODS MAY BE SLANTED FROM TRUE MINIMUM AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO �" " " 2 PLY HOLD DOWN SEE PLA AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ASM THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z 09.03.15 FULL HEIGHT ANCHOR INSTALLATION CHART SWIM OVER THE WASHER TIO A SNUG-TIGHT W/8- X"X%" STUD � ROD = DTT2Z ROD = HTT5 BUILT-UP POST, FLOOR 001�101110N PLUS O!r>E-NALf nr>RN Gf A STAI�ARD SDS SCREWS HTT5 BUILT-UP POST, SCALE FRAMING 1 (APPRODaIIlATELY 30 FT.-= OF TORQUE FULL HEIGHT THREADED A C D E F WE TO SHROKAGE AND OF BULONrG SEE PLAN. SEE PLAN. AS NOTED ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TW7EN NUT TO 30 LPA No. THREADED ROD -- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS OF TIOR= AF10 ALL TRADES ARE SEE PLAN PER PLAN. 3/8 '/Z"0 '/2"0 2x2x'/s" 4" 4" 2" 3" OOMPLETE AND PRIOR TO OdPJLATKK TOLL-15-00476 EMBEDMENT 5/8 �4"0 3/4"0 3x3x'/4" 7.5" 12" 2)C 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z L1720B CONTROL No. - DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 FULL NEIGH ANCHOR MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE " FULL HEIGHT ROD 5/�" FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL REQUIREMENTS 11 SHEET WALL S CT10N THREADED ROD INSTALLATION CHART /8' FULL HEIGHT ROD ALTERNATE r12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 TTACHMENT 14 FULL HEIGHT THREADED RODri-5--\ HOLD DOWN ATTACHMENT DETAIL w 16 GIRDER / BEAM STRAPPING Soo] S0.1 THIS DETAIL ONLY APPLIESWHEN NOTED ON PLAN S0.1 SO.1 ALTERNATE sw S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVE LAP SIDEWALL ALWAYS PLACE TOP PLATE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING GARAGE 5/B"0 THREADED ROD HEADER w/3x3x'/4" PLATE - .. . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . T.R. • •• • . . • • . . . • . FULL HEIGHT HEADER AT . . . . . . . . . . . (ONE IN SIDE . • . . . . . . . . . THREADED ROD PACK WITH 2—ROWS OF 16d . . . . . . . . . . . . 1/2 Lou Pontigo and TOP OF ROUGH " WALL Associates, Inc. 2)20ga STRAPS OPENING RING SHANK NAILS (� 12 O.C. ) MAX , NAM HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO UPRIGHT BUCK DIRECTLY INTO /) EXTEND HEADER TO / FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 PF 2/ ASRSHIDE OWN. WALL o 1-6 6x6 POST AS SHOWN. E Jax. Beach, Florida 32250 (2)2x6 JACK STUDS �" THREADED ROD SUPPLIER JACKS 6 6 Ph.242-0908 Fax. 241-9557 EPDXIED 12" 6 4'-0"x4'-0" PIECE OF WALL AND (1) 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA#8344 SC:CA#3579 ° KING. SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER HTT5 w/ CORNER 1" BELOW GARAGE HEADER » JACKS /J ON EXTERIOR STUD (MIMED AS DETAIL A (2)2x STUD CORNER THREADED ROD THREADED ROD LLi " o ° e SHOWN)ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" ANKING SHOWN) 00 EPDXIED 12 - P.T. SOLE PLATE,, FASTEN SHEATING 'TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS 4��N�'`,',� 1 GARAGE HTT5 w/ FASTS SHEATING TO HEADER w/ Sd COMMON Q$ GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING ,�"'.�'Q .mm••.m• FLOOR SOLE PLATET " HTT5 w " s*" "ws ANCHOR THREADED ROD " / IN 3 RID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. ,,A *.� I'+�cu+ �`+4 EPDXIED 12" THREADED ROD (STUDS BLOCKING & SILLS) TYP. SOLE PLATE A EPDXIED 12 ; ANCHOR `..d GARAGE WING WALL SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 0• 46 " THICKENED SLAB EDGE AT GARAGE OPENING. 5/8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 6x6 POST WITH ABU66 " 5 " ,a T OF w/ /a THREADED ROD �. e° °a NOTES: STUD ) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. EPDXIED 12" MIN. ��`.A, .�`��`` N 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. Tm•m st` *., 000 �I,• // mnmmm*� ELEVATION ......... 17GARAGE WNG WALL Christopher J Sabourin PE Laa. FL P E#71461 gGARAGE HEADER FRAMING 2 GARAGE PORTA WING WALL 3 GARAGE WING WALL FRAMING LESS THAN 12„ rg`� LSONS DATE �MiEN 1 1M1Et+1 WHEPI OTED S0•2 OTED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 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 ROOF SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO 13EINASSOCIOVED BY LOU ES MAY RESULT INTIGO& 1—MTS12 STRAP CONSTRUCTION SPEC's 0 EACH RAFTER ADDITIONAL ENGINEERING OR 2 LEDGER ROOF SHEATHING PER 10d COMMONS 1/2"x10" S.S LAG BOLT INSPECTION FEES. 2x6 SYP #2 0 Vox w/3—#8x37¢” WOOD CONSTRUCTION SPEC's SPLICE 2x6 x 4'-6" P.T. SYP NO.2 SCREWS 0 16"O.0 2x6 RAFTERS SPF#2 2x6 SPF#2 RAFTERS # EXPOSED RAFTER TAIL TO EACH ROOF ALIGNED w/ STUDS 0 24"o.c TRUSS 0 24" O.C. 2x6 SYP#2 LEDGER H2.5T w/2-1/4"x6" SDS Z SCREWS 0 16"o.0 . 2x4 SYP#2 LEDGER LD w/2—#Sx37j" WOOD 5-10d NAILS WOOD ROOF TRUSSES. \ 2x SPF BLOCKING SCREWS 0 16"O.0 WOOD BEAM PER PLAN 12d COMMON RIPPED TO FIT Ln 6x6 POST SEE PLAN WIRE NAILS WITH GAP SHOWN (2)H2.5T W ® 4" O.C. �' a r � 1-1-12 5T 0 2x4 SPF#2 JOISTS 4x4 HORIZONTAL LEG STAGGERED W EACH JOIST ALIGNED w/ RAFTERS SOFFIT, SEE Q 3-10d TOENAILS %"xB" LAG SCREW ;� ARCH. EACH SIDE RECESSED ARCHITECTURAL 4x4 DIAGONAL BRACKET DOUBLE " 1 x4 P.T. SYP WALL FRAMING %"x8" LAG SCREW TOP PLATE 1 —4 FASCIA W SEE PLAN RECESSED SHEATHING MAY � 4x4 VERTICAL TERMINATE AT TOP OF DBL. TOP PLATE. ALL EXPOSED METAL ALL EXPOSED METAL CONNECTORS AND CONNECTORS AND FASTENERS SHALL FASTENERS SHALL BE STAINLESS STEEL BE STAINLESS STEEL RAFTER TAIL DETAIL Uj 4 SHED ROOF - BRACKET DETAIL 5 SHED ROOF - BRACKET DETAIL 6 » _ S0.2 SCALE: 3/4" = 1'-0" S 2 S0.2 SCALE: 3/4 — 1 0 Uj 0 Z KING STUD TO TOP P Y SDWC15600 SCR E111. CD _! U SDWC15600 SCREW. 32" O.C. STUD TO TOP PLATE: STUD TO TOP PLATE: SOWC15600 SCREW. SDWC15600 SCREW. 032" O.C. 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: BOT P TRUSS SDWC15600 SCREW. Y4"x47 " L G SCREW 0 32" O.C. MISC HEADER TO JACK STUD: WITH ROUNE WASHER 1—MSTA24 AT EACH FLO R TRUSS FRAMING DETAILS BOT PLATE TO FRAMING SOT PLATE TO FRAMING RELOW CS180 32" O.C. BELOW CS180 32" O.C. STUD TO BOT PLATE: ROT PLA MUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"x47¢" L G SCREW 0 32" O.C. F. DO NOT SCALE DIMENSIONS FROM WITH ROUN WASHER THESE DRAWINGS.IFA DIMENSION 5 i AT EACH FLO R TRUSS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME DAVENPORT DESIGN/DRAWN/CHECKED Hill 11 11 CS RD LAP TRUSS OR BEAM PARALLEL TO WALL ABOVE DATE 09.03.15 SCALE wHM 7 WALL STRA PING DETAIL 8 WALL STRAPPING DETAIL 9 WALL STRAPPING DETAIL MEN AS NOTED r5AS0. THONLY APPLIES WHEN NOTED ON PLAN OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. IS DETAIL TOLL-15-00476 CONTROL No. SHEET SO*2 SHEET 3 OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and ---_ BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 -ram �� ffi rJ2 3 ca S1.01 S1.01 S1.01 ` 146 R ■ - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -c> •. A EOF I- - - - - p 4, '1 .•: N ! Vim • ,oR i� ° `V a LID I S1 I w I I .01 I I 1 Christopher J Sabourin PE FL PE#71461 I PROVIDE SAW CUTS PER I I I 5/S1.01, BUILDER TO ` I 1 I I �- ( U REVISIONS DATE COORDINATE WITH FINISH I 3: 1 ( S1.01 FLOOR MATERIAL. ( 6 I I < I S1.0 I I I I I - 8 1 B I I I I S1.01 4 -7 9 -4 8 -1 -2 I I SAWCUT 101 1 O - -I- - - - - / 2 I 5 \ I ( ( 1 2 REL.D ALTERATICIN \ \ I 1 I CONTRACTOR SHALL CONTACT LOU R TO ` \ I I 6 I I MAKING ANY STTRUCTURALIATES OF FIELD 51.01 I MODIFICATIONS WHICH MAY VARY \\\ �. I I 51.01 I I TAI R S B Y FROM THE INTENT OF THE ORIGINAL 6 I CONSTRUCTION DOCUMENTS.ANY BUILDER 8x8 PIER BELOW FIELD ALTERNATIONS MADE PRIOR TO m APPROVED BY LOU G \ - I ARCHITECTURAL COLUMN BEINGSOCIATEs MAY RESULT IN O 8 -I ADDITIONAL ENGINEERING OR \ 6 1 INSPECTION FEES. 1 CONNECT MONO TO \ 51.01 I ABOVE. TOP OF COLUMN NS S1 S1.01 STEM WALL w/2-#5x30" \ I .01 I 3 IS 6" ABOVE PAVERS. - - - - - - - - _ _ _ _ _ _ _ _ _ _ REINFORCE w/1-#4 DOWELS EPDXIED 6" MIN. \ - - - - VERTICAL. I \ F2. 6 \ � I \ I S1.01 I I I I I I \ �, I ,� I I I V)\ 15 -5 PAVERS I I \ BY OTHERS 4" CONCRETE SLAB w/ \ I ❑ IBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 1.4 3 0 WWF m ON 6M1L VAPOR 3 RRIE I I IN PREPARED GRA E. d- �/ -� Uja I / / PR IDE 2-#4x4'-0" II Z PAVERS I o CORER CRACK BARS I I ( �' BY OTHERS AT sL - TH. I I N 6 1 I - I 8 S1.01 I S1.01 I I I I I I I CONNECT MONOw I I ( I I Wto I 10 - 6 I I I I S1.01 STEM WALL w/2 #5x30 I I I I I DOWELS EPDXIED MINI W I I DO ED 6 . ,� I 21 -8 I I 12 -4 4 -7 I I I I I I I W 8x8 PIER BELOW ARCHITECTURAL COLUMN - - - - - E-}�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - ABOVE. TOP OF COLUMN A 1 IS 6" ABOVE PAVERS. $ � REINFORCE w/1-#4 S1.01 S1.01 VERTICAL. FOUNDATION PLAN SCALE: 1/4" = 1'-0" J U 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. �)FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD PLAN NAMEDAVENPORT BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" 0.C. DESIGN/DRAWN/CHECKED CS RD LAP 3-#5 EA. WAY BOT. 1'-0" 2'-0" 2'-0" F2.0 UNLESS OTHER NOTED 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 SHEARWALLS DATE 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 (SW 8d®3"/6") 24" O.C. 09.03.15 SCALE 4-#5 EA. WAY BOT. 1'-010 3'-6 3'-6" F3.5 SOLE PLT 0 j WHEN NOTED ON PLAN AS NOTED 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 SEE NOTE 2 LPA No. 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-15-00476 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.0 CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" SHEET 2. FIGS. & FND. SHALL BE IN CORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROC R IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREA ER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR, 4'-0" HIGH, NO IFY E.O.R. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/S0.0 Lou P o n t i s o a n d FOR TEMPORARY N BRACING MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Associates, I n c. [NMI WHEN SPECIFIED ON PLAN. LAYOUT PLAN A D SEE ARCH PLAN `. 420 Osceola Avenue PERMANENT LAT RAL 1 SUPPORT DETAIL. SLAB ON GRADE, 51 ff SLAB ON • Jax. [leach,Florida 32250 4 Q' SEE PLAN. @Y 2 ° GRADE, a Ph.242-0908 Fax.241-9557 f/ SEE PLAN. FL:CA#8344 SC:CA#3579 • GRADE OR CONC . �' 4 SLAB, SEE PLAN . V `/ \` 8 CMU STEM WALL W/ �.��' IQs,•••.+a,q•• 9 #4 DOWEL TO MATCH ERT. / ,/\,/ \ SLAB ON » °�� ••• '' \. �\ MWALL REINFORCING SEE \,/ /\ SHOWER PAN SLOPES TO DRAIN, SEE ARCH d #4 VERTICAL DOWELS @ 24 O.C. �GL /�fi,• STEM WALL SCHEDULE /,�� \ STE ( \\ \/ ,f GRADE— ,� 4 7//N"SCHEDULE w 6 HOOK INTO z ,f- . MIN. SLAB THICKNESS. 4 Q *` 90' BEND INTO FTG. N" SEE PLAN , , 1461 ;2 CMU REINFORCI G \\ a ) /V T REINFORCING 00 '� -''� �\ • COURSES \ FOOTING. LAP ER \\ ,/ C •4 d °. ff \ w � p \\ 25 IF STEM WALL IS GREATER \\ < a ST OF 1 TO 6 #4 VERT. ® 8 O.C. :•. ° • \\ THAN 3 COURSES. 4t ° �\ T 10 4 VERT. ® 4"O.C. \ ( ) \\ '�' �'' I � f a 4 .,� � CONTINUOUS CONCRETE -�,,rr�s +Aeq�,�•�i�e0aw��,O M 7 0 # ° d STEMWALL SEE 1 /S1.01 �' °4 •.�o�i� 11 TO 12 #4 VERT. ® "O.C. \ / FOOTING AL CONT. CONCRETE FOOTING \ •. . -'� 4TYP " CLEAR C" �lll1f1lilt%STEMWALLS OVER 6 COUR ES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT. • ` HAVE TRUSS TYPE HORIZ JOINT 2—STORY, w/(3)#4 OR (2)#5 CONT. REINF. BETWEEN EVERY THER 10"d x 2 "w 10"x20" Christopher FL P E#714 61 r i n P E COURSE. FILL CELLS S LID. w/ 2—#5 CONT. REVISIONS pgTE 1 ST MWALL FOOTING 2 FOOTING W/ SHOWER RESESS 3 GARAGE STEM WALL �01 SCAL---: 3/4" = 1'-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) FlELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY a ° 4 FROM THE INTENT OF THE ORIGINAL — CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO ARCH. .4 41 BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN (4" MAX.) EQUAL TO SLAB ADDITIONAL ENGINERING OR THICKNESS. #3 BENT BARS @ 7B @ SLAB RECESS 18" O.C. w/ 2'-0" TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS z ANDANCHORAGE PER (WHEN STEP IS GREATER CONSTR CTION SPECS. THAN 20") ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING 24' MAX STEP SLAB ON WALL FRAMING SIZE. 1" DEEP SAWCUT w/ SLAB ON GRADE, '°� GRADE, ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT. W SEE PLAN. STEP, SEE ARCH. PLAN.\� SLAB ON 4 . r GRADE, . \ a .� 4 � SLAB ON � 4. / / _ ___-----�-- ---- — --- SEE PLAN. ao ° \/j\ °�-- 4a— GRADE, — 4--. ------ -_ / /\ — _ r 00 A \\ \\/ NOTES: SEE PLAN. / 4 / v /\/ /� • q 1) PROVIDE SAWCUTS 0 CREATE \ \ Lij APPROXIMATE 12 X 12 MAX. SQ. AAIXx16 THICKENED 2) SAWCUT CONC. SLA WITHIN 4 TO / / w 2— 5 CONT. 12 HOURS OF CONC. PLACEMENT. OPTIONAL » 3'° / # 8x16 2" FLAIR FLAIR 8„x20„ 1—STORY, w/(2)#5 CONT. 8"x1 6” � 1—STORY, w/(2)#5 CONT. 8"x16" 2—STORY, w/(2)#5 CONT. 0 n w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. W 4 TALL, MONO. FOOTING AT STEP-DOWN 5 SAW CUT, DETAIL 6 BEARING AT INTERIOR � MONO. FOOTING AT STEP-DOWN L� Lf) �-O �-O F� D S1.01 LLj Z 00 U MATCH DOOR 3%4" WITH, SEE ARCH. RECESS PAVER BY SLAB ON OTHERS ° A4. GRADE, BO D BEAM w/1—#5 °: SEE PLAN. PAVING MISC T � CONCRETE STAND—OFF PAD 0 BY BUILDER X �/� \ WOOD POST 12"x12" DET 1#5 CONT. FRAMING Q \\�8 MASONRY MATCH ARCHITECTURAL COLU N PER PLAN. E.J. STEM WALL w/ DIMS. FOR BOX COL. w/ 3 MATERIAL DETAILS GRADE OR CONC. o /\ 1—#4 @ 48" O.C. HAIRPINS AT EA. CORNER & 3 TYPICAL ANCHORAGE SLAB ON CLOSED TIE AT P PER CONST. SPECS. /\� \\ 4-—_ _.+. GRADE, SLAB, SEE PLAN. ,� /\/\\ -'��%/ T/PAD = HOUSE BY SEE PLAN. \-� FINISH FLOOR OTHERS DO NOT SCALE DIMENSIONS FROM \\ —=rT Tl fT—T1 T I ITI ` THESE DRAWINGS.IF A DIMENSION IS -III= — = I=III—_ THICKENED EDGE $»x8» UNCLEAR REFER TO THE \ dd —I I I I I I— I I / # DETAIL 1 OA ARCHITECTURAL DRAWINGS OR ° -4 d 4 I w 1— 5 CONT. CONTACT THE E.O.R. - 5 CONT. PLAN NAME (2)#5 / / /\ CONCRETE FOOTING DAVENPORT 2" THICK x 20" WID (SEE PLAN) DESIGN/DRAWN/CHECKED CS RD LAP 9 PAD ATBOX COLUMNS 1 o THICKENED SLAB . DATE ORCH STEM WALL w/ PAVERS09.03.15 �-o S1.01 SCALE: 3/4" 1'-0" S1.01 scALE AS NOTED LPA No. TOLL-15-00476 CONTROL No. SHEET S1001 SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN --------- LIN DESIGNATES SIDE OF WALL THE SW: 3 fi SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" MAW DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. j 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue Jax. Beach, Florida 32250 BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 V A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 tt<� nr"f " A307 DIAMETER FULL HEIGHT �.�``�� °• °°' + �� , X5 THREADED ROD, SEE DETAIL 12/SO.1 +' E • :�' o0 " A307 DIAMETER THREADED0 ROD TERMINATES AT FIRST FLOOR * 1�� s� TOP PLATE, SEE DETAIL 12/SO.1 ■ ° HB _ SEE 1/S0.2 " A307 DIAMETER THREADED E OF N (2)2x6- 1 2 2X6 1 1 ((2)M-1/2) 2 2X6 1 1 ROD TERMINATES AT FIRST FLOOR �,� +• < •��4� TOP PLATE, SEE DETAIL 12/S0.1 ''., `•+ OR IOP;°°+ '�d'�err.(9 �`•ear,•°°°•�°,q ��V rJrr i.�7- NAL t`p; ° o 0 I I SIMPSON HTT5 SEE DETAIL 15/S0.1 I U) J J Christopher J Sabourin PE F L P E#71461 U ~ U) SIMPSON DTT2Z SEE DETAILI5/SO.1 N rl i N I REVISIONS DATE N LL_ N D SIMPSON LTT20B SEE DETAILI5/SO.1 0400 0 @ W X 12m LONG LIGHT GAUGE STRAP 7.1 zC4 (0 LSTA12 FASTEN TO TOP PLATE AND STUD N 3 0 ° LOW I � WITH 5-10d COMMONS (3)2x6 B CHIMNEY WALLS. OSB SHEATHINGo SB SHEATHING N WALL STUD SCHEDULE STRAP w/ 2-H S16. s�!,o I N r4� I I cv PLATE STUD SIZE LOCATION HEIGHT & SPACING �-. j I v EXTERIOR 9'-1" 2x4 SPF#2 0 16" O.C. FIELD ALTERATION O �_ I MAX oo I CONTRACTOR SHALL CONTACT LOU s c0 10_1 2x6 SPF�t2 O 16 O.C. ,� A PRIOR TO I Q EXTERIOR MAX 2x4 SPF#2 0 12" O.C. MAKING ANY STRUCTURAL FIELD ® EXTERIOR 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY +`O OP PLT TO D 61 I M I z 10'-1 TO SD WC15600 ® 48 O.C. O I .0 I 14'-D" FROM THE INTENT OF THE ORIGINAL • I3r.. 00 I 3: 10'-0" CONSTRUCTION DOCUMENTS.ANY (2 2 I I POST: 4x4 P.T. INTERIOR MAX 2x4 SPF2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a I NI S YP#2 SEE DETAIL INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. g ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR SEE 1/S0.2 I i 2/SO.1 (TYPICAL) INSPECTION FEES. CO 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE X STRAP N N I I I (2)2X1 2 (2)2X12 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. HEADER PER CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. (2)2x8-2/1 ((2)2x6-1/2Y' _ 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN Z N YELLOW PINE O 3.5x7 1.8E POCKET BEAM I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. �P PARA M PSL oo OP T TO STUD PER 3/SO.1 I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS v' +s POST N w/S WC15 00 ® 48 O.C. �p TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16 D.C. Ln \> TOP PLT TO STUD X (TYPICAL) x MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT �O� �� STRAP BEAM SHEARWALLS w/SDWC15600 ® 48 O.C. w 2 MSTA24 O / LU STRAPS TYPICAL COMBINED USE PANEL NOTES 0 U LLI MIN. 2 J CK S I (TYPICAL) STUDS BELOW DR I o f I W 2 2xfi-1 1 1. EXTERIOR WALL SHEATHING SHALL BE w/DTT2Z AT B SE I (3)2x SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST mj TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING W (/) I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING I o I x SPECIFICATIONS. co l STRAP BEAM o I w I � FASTEN TOP .NX. I 3. UPPER MOST TOP PLATE SUPPORTING ROOF > w/2-MSTA24 �, FASOFNWALL I V) ALL MEMBERS SHALL BE STRAPPED AS SHOWN IN J STRAPS (TYPICA N I � P R DETAIL 1/SO.O .1 PER 5E/S0.1 I M I z N I I Ido I I Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I co I I z 0 I 3/SO.0 Uj ° I 00 J N I OSB SHEA ING O 100 (� I i I _jI (A GENERAL NOTES N `° I I ® ' x X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 11-NN I I I I SIZES AND SEE WALL SSPACI GTUD REAT GIRDERSS DULE THISSAND B AMHEET FOR S,TUD I v I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER a o I 11 OSB SHEATHING PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR i NL J.2 2X12 �,.)�C2)M-1/1 (2)2x8 -1/2) (2)2x6 1/1 SHEATHING SPECIFICATIONS. _s (2)2x6-1/1 (2)2x12 POST: 6X6 P. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE SYP#2 SEE DETAI POCKET BEAM PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 2/S0.1 (TYPICAL) PER 3/S0.1 (3)2x6 SPF#2 (2)2xE SPF#2 POCKET BEAM TOGETHER PER DETAIL 6/SO.O (TYPICAL) POST POST PER 3/S0.1/ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (TYPICAL) 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL C518 STRAP w/ 10" 1ST FLOOR END LENGTH. FASTEN i THIS END w/ 9-10d. z� FRA _% MING WALL FRAMING w c� PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS,IF A DIMENSION 6 UNCLEAR REFER TO THE WALL FRAMING w ARCHITECTURAL DRAWINGS OR 0� CONTACT THE E.O.R. .- CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN DAVENPORT THIS END w/ 9-10d. FIRST LEVEL WA L FRAMING PLAN SOLE, PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED CS RD LAP SCALE: 1/4" = 1'-0" ALL EXTERIOR WALL 48" O.C. DATE UNLESS OTHER NOTED 09.03.15 SHEARWALLS 24" O.C. SCALE (SW d®3 /6 ) AS NOTED LPA No. SOLE PLT 0 f WHEN NOTED ON PLAN SEE NOTE 2 TOLL-15-00476 CONTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/30.0 SHEET 2. AN HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT 0 36" = 36" ON CENTER SPACING S191 SHEET 6 OF 9 it SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. r FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. 420 Osceola Avenue ROOF RAFTER FASTENING DETAILS 1 #2x10 SYP 2 LEDGER. FASTEN Jax. Beach, Florida 32250 TAILS, SEE DETAIL Ph.242-0908 Fax.241-9557 S0.1 TO STUDS W/ 7-1 0d O.C. FL:CA#8344 SC:CA#3579 6/S0.2. (TYP) COMMONS @ 16 T33 or w w mu a ' EJ26 '� ♦• C E ♦ A d w � To ROOF RAFTER OSB BLOCKING PANEL I TAILS, SEE DETAIL EJ26 F PER DETAIL 5E/S0.1. � I 6/S0.2. (TYP) M �kv O O A I F02 a v I -o s OF EJ26 (� W 6 -- F O R 10 ♦♦ �k. �� F o Q CIS STUD DIRECTLY TOP PLATE TO �"ON �6 BELOW TRUSS f' AL E �111111r� 11110% SDWC15600 STUD SDWC15600 OSB BLOCKING PANEL 6 Christopher J Sabourin PE P PER DETAIL 5E S0.1. I F L P E#714 61 6 / F OSB BLOCKING PANEL 6 PER DETAIL 5E S0.1. I TRUSS TIE DOWN WITH SIMPSON SDWCKuum`�ISONS F03 / 2x8 OVERFRAME DATE R A F TE R S @ 2 4" 0.C. 6 Rafter to Top Plate shown w/ OVERFRAME LEDGER Truss to Top Plate similar SEE 9/S0.1 optimal 22�• 6 1 I 1 D' 0• 2 PORCH CEILING W E.C. 6 SOA SEE 2/SO.1 (2)H TS 16 r E 6 FIELD ALTEU. RATION 0 CONTRACTOR SHALL CONTACT LOU > STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO o BELOW TRUSS MOX MAKING ANY STRUCTURAL FIELD =L7 " MODIFICATIONS WHICH MAY VARY > THD FROM THE INTENT OF THE ORIGINAL I D-16 F07 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO (2)M STA24 SDWC15600 TOP PLATE TO BEING ASAPPROVED OCIATES MAY RESUULLT IN O$ D s F07 TH STUD SDWC15600 ADDITIONAL ENGINEERING OR ch D 6 THD O O O INSPECTION FEES. C', a CL D' N 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. T D 2. Reference detail 4 for installation instructions. OSB BLOCKING PANEL/ I I SIMPSON SDWC INSTALLATION RANGE PER DETAIL 5E/S0.1. 6 F09 2x8 OVERFRAME Z V RAFTERS @ 24" O.C. w/ OVERFRAME LEDGER T 46 THD46 SEE 9/SO.1 V 1 POR CEILING OMIT BLOCKING TO r 1 S E 2/S0.1 ALLOW FOR DUCT W W WORK 46 THD46 Ln TF W 46 Ell THD46 J 1NZW S1.3 LU LLL Ell THD46 ;�4 — z Cn I%- OD 0) Ir- L < C4 N N ~ 0 Cn C) OTHD46 EllTHD46 ~ ~ STUD NOT DIRECT AAloassua BELOW TRUSS 1 11 SDWC15600 F T3 1E Bqk Reference detail 2a for installation angle limit W ROOF RAFTER (2H TS16 2H TS16) 1 ( ) SDWC INSTALLATION 2SO.1 TAILS, SEE DETAIL S0.1 6 S0.2. (TYP / ) TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter to Top Plate shown 0 ROOF RAFTER (Truss to Top Plate similar) 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING TAILS, SEE DETAIL 0W WIT 2-12D TOENAILS & 1—SIMPSON SDWC15600 6/S0.2. (TYP) z SCR W UNLESS OTHERWISE NOTED o� STUD NOT DIRECTL 1 BELOW TRUSS I �— ® Do not install SDWC in hatched area 0 SDWC15600 U J Overhang 1 1/2- MIN 2" MAX SDWC INSTALLATION RANGE FLOOR AND ROOF TRUSS Rafter or Truss PLACEMENT FLOOR AND ROOF TRUSS P this CEMENT PLAN minimum edge distance for full N values (with or Splice may be in upper or PLAN SCALE: 1/4�> 1= —0 without a plate lower plate pp 5 splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE As from top plate ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAM E DAVENPORT DESIGN/DRAWN/CHECKED CS RD LAP DATE SDWC AT TOP PLATE SPLICE 09.03.15 SCALE AS NOTED LPA No. TOLL-15-00476 CONTROL No. SHEET Sle2 SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW: 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" MAW DESIGNATES THE HEADER SIZE, NUMBER WARM (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue ax.--- BEAM OR TRUSS, SEE PLAN PhJ 242-0908 FloridFax.241-90 557 ANCHOR LEGEND FL:CA#8344 SO CA#3579 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 ��flt�rflirrururrrrrnr " A307 DIAMETER FULL HEIGHT �°* �•�•4®s„9 X5 THREADED ROD, SEE DETAIL 12/S0.1 ♦•♦`♦ ' .,•� �OEk Q* • § � a O n ROD TERMINATES AT FIRST FLOOR A307 DIAMETER THREADED 2x6 SPF#2 ® 1 fi 0. . BALLOON FRAMED WALL TOP PLATE, SEE DETAIL 12/S0.1 2)2x6-1 2 (2)M-1 1 (95 RODA307 TERM NIAMETER ATES AT FIRST°ED FLOOR s'• OF e" a N TOP PLATE, SEE DETAIL 12/SO.1 ®it` P o� ��e♦`~ M 0 ✓. ar.aso Cf) ✓ �� p V) N SIMPSON HTT5 SEE DETAIL 15/S0.1 ✓�� NAL � ...eurl (2) S18 AT BASE (2)CS18 BA X\ Christopher J Sabourin PE STUDSOF F L P E#71461 F- SIMPSON DTT2Z SEE DETAILI5/S0.1 Q Ld REVISIONS DATE UU) ?� SIMPSON LTT20B SEE DETAILI5/S0.1 I � N z0 of 00 LdW 12" LONG LIGHT GAUGE STRAP o cf) m LSTA12 FASTEN TO TOP PLATE AND STUD OO 0) < WITH 5-10d COMMONS Li -j w WALL STUD SCHEDULE Q � LOCATION PLATE i Z O N HEIGHT & SPACING Ld EXTERIOR MAX 2x4 SPF#12 0 16" D.C. FIELD ALTERATION W � MAX ks .� U) 10'-1 2x6 SPF#f2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU 7Q EXTERIOR MAX 2x4 SPF#12 0 12" O.C. PONTIGO 8 ASSOCIATES PRIOR TO TURAL FIELD Ld 10'-1 TO MODIFICATIONS W I IING ANY H CH MAY VARY EXTERIOR 14'-0» 2x6 SPF#�2 16 O.C. FROM THE INTENT OF THE ORIGINAL LV 10'-0" CONSTRUCTION DOCUMENTS.ANY (V 0- INTERIOR MAX 2x4 SPF#62 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& N INTERIOR 12-0" 2x6 SPF#E2 0 16" O.C. ASSOCIATES MAY RESULT IN v MAX 2x4 SPFJ2 0 12" O.C. ADDITIONAL ENGINEERING OR INSPECTION FEES. S'R!D ND1ESe 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z YELLOW PINE 4.) USE SYP#r2 FOR ALL TOP PLATES AND SOLE PLATES. Lq 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. V) MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT V) SHEARWALLS 0 Uj U) of o COMBINED USE PANEL NOTES 0 O 1. EXTERIOR WALL SHEATHING SHALL BE ~� ~ CONTINUOUS ° BOTTOM T0PLATE MOST mj OPPLATES EDEAIL1/SO. FOR SHEATHING ---I W W I- J SPLICE LOCATIONS FOR MULTI STORY CONDITIONS LLJ Q Q LLJ O 2. SEE SHEET SO.0 FOR WALL SHEATHING a" SPECIFICATIONS. Ld O F- m ,FI; _ . U MOST TOP PLATE SUPPORTING ROOF Z -I "''` "`'" MEMBERS SHALL BE STRAPPED AS SHOWN IN i£:£ik{iE :Ut�l;lhi �W W Q "'I` `I"`"' DETAIL 1/SO.0 m LL. 0om Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 w GENERAL � RA NOTES S1.3 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, (2) S18 AT BASE {2)CS18 AT BASE PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER O OF I STUDS OF S DS PLIES. I Uj 2. SEE SHEET SO.0 FOR ROOF AND FLOOR mw SHEATHING SPECIFICATIONS. 0 ((2)M-1/2) (L2Z12x6-1/2) ((2)M-1/2) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 2x6 SPF#2 ® 16"0. . BALLOON FRAMED WALL TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING SECOND LEVEL ALL FRAMING PLAN AND "OLD DOWNS SCALE: 1/4" = 1'-0" CS-18 STRAPPING DETAIL STRAP w/ 10" END 2nd FLOOR END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING W FRAMING b U71 ------------ PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. I DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS Z UNCLEAR REFER TO THE WALL FRAMING w ARCHITECTURAL DRAWINGS OR FASTEN TOP OF TOP p/ 131 CONTACT THE E.O.R. ATE w/ H2.5T CS18 STRAP w/ 10" PLAN NAME 2" 0.C. END LENGTH. FASTEN THIS END w/ 9-10d. DAVENPORT DESIGN/DRAWN/CHECKED 2x6 BLOCKING CS RD LAP A35 ANGLE DATE AT EACH STUD. 09.03.15 SCALE AS NOTED LPA No. TOLL-15-00476 CONTROL No. GIRDER TRUSS FLOOR SHEET TRUSS SECTION Sle3 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN.. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S= 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. FASTENING DETAILS 420 Osceola Avenue � Jax. beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA#8344 SO CA#3579 Eiqt BALLO( N FRAMED WALL 2x6 SYP#2 cac `,ia OUT OOKER @ 2 4" 0.C. "° ' E Off' ooF 4r o STUD DIRECTLY TOP PLATE TO '�,•,.� A � �,�4'�a; BELOW TRUSSmill SDWC15600 STUD SDWC15600 T01 Christopher J Sabourin PE FL P E#71461 Tot TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE T01 Rafter to Top Plate shown Truss to Top Plate similar oe T01 Optimal 22)� T0130' 5 SO.0 FIELD ALTERATION Tot CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO IY ASSOCIATES PRIOR TO BELOW TRUSS i MAKING ANY STRUCTURAL FIELD }!2"Max MODIFICATIONS WHICH MAY VARY TQ1 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO SDWC15600 TOP PLATE TO BEINASSOCIATES MAY RESAPPROVED BY LOU ULT IN K30O $ STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including \\ TO a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. 01 SIMPSON SDWC INSTALLATION RANGE Z LD T01 411n T01 Uj T01 5 T01 LIJ S0.0 Z T01 fn.iT T01 STUD NOT DIRECT L n BELOW TRUSS SDWC15600 Uj Note: Reference detail 2a for installation angle limit T01 J V) SDWC INSTALLATION 4 T01 01 Rafter to Top Plate shown ❑ (Truss to Top Plate similar) Lij ti STUD NOT DIRECTLY 1 BELOW TRUSS 2x6 SYP#2 OUTLOOKER © 24" O.C. Do not install SDWC in ® hatched area BALLO N FRAMED WALL SDWC15600 J Overhang1 1/2- MIN TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES z" MAX 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING SDWC INSTALLATION RANGE WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED TRUSS Rafter or Truss PLACEMENT ff"" minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Xi" from top plate. ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME ROOF I RUSS PLACEMENT PLAN r DAVENPORT DESIGN/DRAWN/CHECKED SCALE: 1/4" 1'-0" CS RD LAP DATE SDWC AT TOP PLATE SPLICE 09.03.15 SCALE AS NOTED LPA No. TOLL-15-00476 CONTROL No. SHEET Sle4 SHEET 9 OF 9 1 i TO THE�OF My KNOWLEDGE,THE DESIGN DEa M ON THIS DRAWING COMvUES WITH THE APPLICABLE MDM M BUILDING CODE IN OW AtOF DATE Of CEatlFt ATION BELOW. Ln CU . o ,SSP 2015 I Ce = o7 -; � Ce rl IE[I Ce m L. __j 00 V HANN6 W 1IANCLEAVE,AIA AR OC 80 Z � P-.4 O � z Q O Z� W O = i LU W oC Z O GRAPHICS ABBREVIATIONS w 00 � M U o LIST F DRAWINGS N r, � F- PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER ,� a over Sheet - Index of Drawings O z C 1 _ DETAIL NUMBER _ DETAIL NUMBER & AND FLR. FLOOR SQUARE INCH WUj Q = EQUAL FND. FOUNDATION PSL PARALLEL STRAND A � oCo GN 1 eneral Notes ___ DRAWING NUMBER ___ DRAWING NUMBER AT F.P. FIREPLACE LUMBER 0 0 0 r' @ U w � = BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM N o z = �- SLAB LAYOUT ABV. ABOVE FT. FEET P.T. PRESSURE TREATED *'' - ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD 1! G o S DETAIL NUMBER DETAIL NUMBER N > (n A1.82 lab Layout for COASTAL ELEVATION ___ DRAWING NUMBER ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER o W zo I Notes Schedules and Details A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD 21 0 0 A1.N ab AHU AIR HANDLER UNIT GAL GALLONcn x a O Z o CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER p IU3 <- = O FLOOR PLANS ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR w � CENTER LINE GFI GROUND FAULT RAD. RADIUS w z 0 A Qc w ZB.B.Q. BARBECUE INTERRUPTER A Q A2.82qrst Floor Plan for COASTAL ELEVATION K R SPANISH TILE REF. REFRIGERATOR a ELEVATION MARE BD. BOARD REINFORCING a A A3.82 econd Floor Plan for COASTAL ELEVATION GL GLASS REINF. w = zo SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM � � � A AIN I tenor Elevations, Schedules & Notes SLAB RECESS BOTT. BOTTOM R.O. ROUGH OPENING O z w SIDING BR. BRICK H HIGH RQD. REQUIRED x 0 ° aEXTERIORBKFST. BREAKFAST R H Q a O oc ELEVATIONS & ::::::: FRAME BEARING WALL BRICK HB HOSE BIBB & S ROD & SHELF 0 0 � HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL w N Z a INTERIOR WALL (NON-BEARING) STUCCO FINISH CALC. CALCULATIONS HGT. / HT. HEIGHT O A5.82 ont & Side Elevations for COASTAL ELEVATION = = C.J. CONTROL JOINT HORIZ. HORIZONTAL SFS .FT. SQUARE FEET o A5.1.82 ear & Side Elevations and Roof Sloe Plan for COASTAL ELEVATION CMU MASONRY WALL _ _ _ EARTH CL CENTER LINE / Q Q u, p CLG CEILING SGL SINGLE A5.2.82 tenor Elevation Details for COASTAL ELEVATION GABLE END WALL INSULATION CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET Co � J INT INTERIOR °° SH. SHELF w o � FRAMED KNEEWALL - DECORATIVE STONE C.O. CLEAN OUT ' a V zo f I.L.O. IN LIEU OF SHWR. SHOWER COL. COLUMN � o v' ��.�� DROPPED SOFFIT � - � PRE-CAST LINTEL/ HEADER COMP. COMPRESSOR SL. SLIDER DRAWN BY z w BUILD NG SECTIONS U. CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS S. FOX z 9-4 LUU_ Co 7. 2 uildin Sections for COASTAL ELEVATION CONT. CONTINUOUS :, , `"`� � S.P.F. SPRUCE PINE FIR Z o A 8 g L LONG SPRG. PT. SPRING POINT CHECKED BY cr�'0 a DB. DOOR BELL LAV LAVATORY STD. STANDARD S. VANCLEAVE = W DIFFU..:)ER LAYOUTS DBL. DOUBLE DRY LAUNDRY STL. STEEL a DR.& SH. DOUBLE ROD AND SHELF UN, LINEN STOR. STORAGE SCALE o }- � Q > M 1.82 irst Floor Diffuser Layout for COASTAL ELEVATION n. LT LAUNDRY TUB DECO. DECORATIVE o J .82 econd Floor Diffuser Layout for COASTAL ELEVATION DET. DETAIL T TOP AS SHOWN O F- M a 1 y `M. . MASTER BATH T&G TONGUE & GROOVE W DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED O o ELECTRICAL LAYOUTS DIM. DIMENSION M.0 MEDICINE CABINET THK. THICK SHEET DATE d o DN DOWN MFR. MANUFACTURER T.O. TOP OF 06-17-15 W o b E1.82 First Floor Electrical La out for COASTAL ELEVATION DR. DOOR Mrs.. , MILLIMETER T O.B.B. TOP OF BOND BEAM 0 ocy DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO Coe o z E1.82 'Second Floor Electrical Layout . for. � ATAL ELEVATION D.S.S. DENSE SELF STRUCTURAL MIRE. MIRROR TRAN. TRANSOM oDW DISHWASHER MLDG. MOLDING TYP. TYPICAL W z � STAN ARD NOTES AND DETAILS DWG• DRAWING M.P.H. MILES PER HOUR M a E EGRESS METAL THRESHOLD UC UNDER COUNTER U.N.O. UNLESS NOTED C>.- NO, w D3 tandard Notes & Details E.E. EACH END ,1 '` N:T•S. NOT TO SCALE OTHERWISE Cl D7 tandard Notes & Details E.W. w ¢ o Cl EACH Wf. ELE�•IONO.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO � W W W D8 s ta n d a rd Notes & Detail Ems• ELECTRICAL O.C. ON CENTER VERT VERTICAL W z _j � ENCL. ENCLOSURE C.H. OVERHEAD V.T.R. VENT THROUGH ROOF a Ce ENG. ENGINEERED OpT, OPTION(AL) Q ce W z EQUIP EQUIPMENT OPNG. OPENING W WIDE 0 0 o EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH � WATER CLOSET w zW.C. SHEET DESCRIPTION v E �,, PED. PEDESTAL SINK WD. WOOD V)_ LU w p POLY POLYVINYL WDW. WINDOW COVER . PoUNSER W.I.C. WALK-IN CLOSETw > Ce o SQUARE FOOT WP a GFI WATERPROOF GFI SHEET 00 Ce z WELDED WIRE MESH W �Q O DESIGN CRITERIA W.W.M. J Z HOUSE ELEVATION ABBREVIATIONS Uj W.W.F. WELDED WIRE FABRIC n ¢ Q ABBREVIATION FULL NAME ELEVATION CODE o `�0 TWO STORY FRAME SINGLE FAMILY RESIDENCE - GROUP R3 MAN. MANOR 03 PROJECT NAME LUz Ce a Z BUILDING TYPE: V - B wIL. WILLIAMSBURG o7 ATLANTIC BEACH o 0 w z w PRO. PROVINCIAL 0$ D SIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II CHA. CHATEAU 09 LEGACY W = o VERSAILLES 10 o = 5 H EDITION (2014) WIND DESIGN BASED ON ASCE 7-10 VER. DUVAL couNT�r o � � F- CLO. CLASSIC 18 Z o W F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH MED. MEDITERRANEAN 19 LOT/BLOCK 174 Ew Z TRA. TRADITIONAL 20 Z o Z .B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101MPH TBI NUMBER 174 gZOz � COU. COUNTRY MANOR 21 z o =F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B HER. HERITAGE 22 MODEL a � � Q F.B.C. 5TH EDITION (2014) ENERGY CMN' CIMMARON 28 O Z ENCLOSED BUILDING CFT. CRAFTSMAN 31 DAVENPORT L � � WQ C NSERVATION INTERNAL PRESSURE COEF. +.18 18 MSN. MISSION 30 CD w o z _ SCL. SPANISH COLONIAL 32 W Z a F.B.C. 5TH EDITION (2014) FUEL GAS F-- ELEVATION NAME Z W o FOR WINDOWS & DOORS SEE FLOOR BOR. BORDEAUX 33 W �'a Ce o F.B.C. 5TH EDITION (2014) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES BRO. BROUGHAM 39 V) ALL Qj -0 � °� � a W NATIONAL ELECTRIC CODE 2011 (NFPA 70) REN. RENAISSANCE 40 E < THIS DRAWING AND DESIGN IS VALID VIE. VIENNA 41 z o I TUSCAN 44 C Z = Z N F.P.A. 1 1 14 FOR 12 M O NTH S A FTE R THE DATE IT TUS. � �W A CE 7-10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE cls• CALAIS 46 = SHEET NUMBER >_ o Z w ITV. ITALIAN VILLA 58 o F MA RULES & REGULATIONS CURRENT CODE IS VALID SHN. O SHINGLE 62 cc w PBC. PALM BEACH 80Uj _ z °J° CRB. CARIBBEAN 81 o o � CST. COASTAL 82 P__4 ERIAL NUMBER Q V 1010.0F- O o 1 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION ro�NGCOMPLESKIN�WAPPICAMMINDIMIRAL ITHIS NG DRAWING COMPLIES WITH T}�APPLIGBLE MINAMJM 811iLDING WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODE U . � `"S OF DATE°F` T`°"°�°W d' cS SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE CD z ALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT RFL RIDA PRODUCT APPROVAL NOTICE OF AC EPTAN N BSEP 2 4 1015 TERMITE PROTECTION SH 0 0 C CE ( OA) THE NOA SHALL DEFINE THE �' ~- OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE IN AN EVENT OF A CONFLICT BETWEEN THE PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. _OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS BEARING POINTS AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. _ f_ PROTECTIVE TREATMENT A CERTIFICATE OF OMPLIANCE SHALL BE ISSUED TO THE BUILDING o DEPARTMENT BY THE LICENSED PEST CONTRO COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, _j "THE BUILDING HAS RECEIVED A COMPLETE T EATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD a- J TERMITES. TREATMENT IS IN ACCORDANCE W H RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL DEPARTMENT OF AGRICULTURE AND CONSUM R SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. SHANNOiv M,AR 9_977080080fAVE,AIA NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. z OR BORA-CARE" PRODUCT METHODS M ST BE DETERMINED AT PERMIT STAGE AND PRODUCT U- 1.1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY ... 0 APPROVAL DATA MUST BE ON FILE WIT THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY Z o 2) PRESSURE TREATED LUMBER THAT HAS 3EEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. ¢ PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION z OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS OPTIONAL BORATE APPLIED TO ALL. FRAME MEMBERS WITHIN 24" A.F.F. Lu ce ~0 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8"11 STUDS 26 GA AT 16" O.C. MAX. a STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2 MIN. GYPSUM DRYWALL EACH SIDE OR 2 x4 STUD GRADE LUMBER OR BETTER AT 16 0/C WITH SINGLE TOP AND BOTTOM PLATE. O w -� J CAST IN PLACE CONCRETE AI TE '� a N M 0 0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR S '� U.1 A SLUMP OF 5 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2 DIA. EPDXY ANCHORS GLASS BLOCK a' S z WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS o w ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DO ESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. QA > � co ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ❑ ui F- o 3. WELDED WIRE FABRIC SHALL CONFORM TO STM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE W g 0 0 = AND CONTAIN AT LEAST ONE CROSS WIRE WIT IN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION '''' 00 0641 PER PLAN WHEN FIBERMESH IS USED ILO WWF A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSUREAPPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH N ° ¢ z THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE Lu 0 USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH Lu z 4. HOOKS SHALL BE PROVIDED AT DISCONTIN OUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. THEIR BACKGROUND. � ❑ 9 w o � 5. HORIZONTAL FOOTING BARS SHALL BE BEN 25„ AROUND CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a O Z o z 25�� LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO a A w ¢ 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT STUCCO W F- = 0 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Z A W 0 7. CONCRETE COVER MIN. 3" WHEN EXPOSED 0 EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS uj v z MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY PLYWOOD PANELS. a w o ¢ 8. PROVIDE MIN. 6 BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C O 1.4 A w � � SEALED UNDER SLAB ON GRADE. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY TA � CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. 0...., . FOR SLAB ON GRADE PROVIDE 4" CONC. SLAB W 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED O A � a. 9 � / OUTDOOR KITCHENS x = >- z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH _ o Q w MAY BE USED ILO WWM, WHEN FIBER MESH M ETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. cc FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE} CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE a 6 0 RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR iT uj z 10. WHEN THREE OR MORE BARS ARE REQ'D., rHE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. = 0 ¢ ALIGNMENT BY TRANSVERSE BARS OR CHAIR SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF 0 " o STAIRS 10 PSF ANCHORAGE u- REINFORCING STEEL ATTIC WITHOUT STORAGE 20 PSF METAL AND WIRE LATH: 0 a m ALL REINFORCING STEEL SHALL BE NEW DEFO MED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 30 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. U o SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE CAST HABITABLE ATTICS ac 0 z CONCRETE PADS, TOP REINFORCING SHALL BE OSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢ cc STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z 0w ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ¢ ce cc WHERE PERMITTED SHALL BE THE FOLLOWING 4INIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND RE-LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT z W m DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR-WIE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND CHECKED BY 10-01 o WALLS COLUMNS BEAMS S BS. 40 DIA. OR 25 MIN. BENT OVER TO AGE OT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA SHALL BE REINFORCING. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 vi o z 48 DIA. OR 2-6 MIN. _ ATTACHED TO CEI ING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A BARLEY w ¢ FILLED CELL& MASONRY REINFORCI G. ALL REINFORCING BARS ASTM A615 60 60,000 PSI 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN w TEMPERATURE REINFORCING: 20 DIA. OR 1 -0 MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 3 ' ' WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF /s INCH IN DIAMETE .__ SCALE m ¢ > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS 0 -� CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE "S" 1800 PSI ¢ 1. HOLLOW LOAD BEARING UNITS SHALL BEN RMAWEIGHT, GRADE N, TYPE 2, CONFORMING MIRRORS SHALL BE"ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. o = TO ASTM C90 WITH A MINIMUM NET COMPRES IVE STRENGTH OF 1900 PSI (f m - 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED W 't4 TS: DURING CONSTRUCTION __ 0 0 2. MORTAR SHALL BE TYPE IIS11, CONFORMING 0 ASTM C270. H.V.A.C. NOTES SHEET DATE 0 3 COARSE GROUT SHALL CONFORM TO ASTM 476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL RESIDENTIAL, AND ENERGY CONSERVATION a o U AND A MINIMUM COMPRESSIVE STRENGTH AT 8 DAYS OF 3000 PSI SLUMP 8 TO 11". - 0 in 9 4. VERTICAL REINFORCEMENT SHALL BE AS TED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE 19% M.C. MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO a o WITH COARSE GROUT. FRAMING: _ ( ) uu �- o P AND AT A ROOF DECK. PLYWOOD C-C/C D, EXTERIOR, or OSB ALL INTERIOR& EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED INAPLACE = m v 5. VERTICAL REINFORCEMENT SHALL BE HELD N POSITION AT THE TO AND BOTTOM N FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V. .C. �- w z MAXIMUM SPACING OF 192 BAR DIAMETERS. R INFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. o tn o (D OF THE MASONRY CELL TYPICAL UNLESS OTHE WISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB ELECTRICAL NOTES Q W z 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) m CO w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE : ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. o � � ° 7. GROUT STOPS SHALL BE PROVIDED BELOW OND BEAM. PLASTIC SCREEN METAL LATH STRIP ISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR Lu ¢ o o ' WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO z = ,,, OR CAVITY CAPS MAY BE USED TO PREVENT TH FLOW GROUT INTO CELLS BELOW. THE USE OF UJ FELT PAPER AS A STOP IS PROHIBITED. TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL w Z Q � 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. Q m ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED �; z SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8 . TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ce 0 o WOOD CONSTRUCTION WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO LU = NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z v 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY CONCRETE OR SHEET DESCRIPTION LU = SOILSEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE o X: Lu SHALL BE PRESSURE-TREATED. UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH w w z 2. ALL EXTERIOR WOOD STUD WALLS, BEARIN WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD GENERAL UJ o LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. = z v FRAMING MEMBERS, ( I.E. BLOCKING OR GAB END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 „ �~.. o GRADE OR BETTER SHALL BE USED REGARDLE SOF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 NOTES co cc a. z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. o ¢ w 0 3. ANY WOOD FRAME INTERIOR BEARING WAL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF Lu > v STUD UP TO 1" DIA. SHALL HAVE STUD PROTEC ON SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. �zz = Z PLUMBING LINES ETC. SHALL BE REPAIRED W H SIMPSON HSS2 STUD SHOES TYP. U.N.O. LIVE LOAD: 40 PSF c� TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 ce w = 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME w o o STEEL. IT IS THE CONTRACTORS RESPONSIBI TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. cc u cn AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL cc ¢ z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED ALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. 0 o z '�'-' DOT SODIUM BORATE (SBX) DOES NOT. o o VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95/o ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30 A.F.F. vW OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, o = STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL o u- ( ALL STRUCTURAL & MISCELLANEOUS STEEL A3 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z o = o GRADE B, Fyy = 46.000 PSI PIPE STEEL: ASTM A 3, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK - E` w = 0 WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS DOORS &WINDOWS z zo z U- STRUCTURAL BOLTS: ASTM A307 STRUCTURAL LTS: ASTM A307 FOR SECONDARY TBI NUMBER - z o z CONNECTIONS WHERE INDICATED, ALL BOLTS ST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES cn o b Z o STEEL REINFORCEMENT SHOP DRAWINGS TOB PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL o < FABRICATION. HEIGHT& 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL �t ¢ o c'-n FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ' Ln cc Z DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL w ¢ PROVIDE MININUM OF 3 D GRADE. Z �- > GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. C> w W o z R407.3. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME Lu W_ w ¢ THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. N z W o PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL 0 1. BRIDGING AND BRACING FOR PRE-ENGINEE IED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. GENERAL NOTES MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ¢ w w ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. w � c5 � 2. TRUSS ELEVATIONS AND SECTIONS ARE FO GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE Ln o z = ,... MEMBERS ARE NOT SHOWN BUT SHALL BE DE �IGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE z � � Z w SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH WITH THE DESIGN LOADS. � NOTIFIED OF ANY DEVIATION FROM THE PLANS.PRIOR TO CONSTRUCTION. SHEET NUMBER ; w m � � � 0 z = c._ 3. THE TRUSS LAYOUTS PROVIDED IN THIS PU LN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. o IF THE LAYOUTS CANNOT BE MATCHED, THE T USS MANUF. ISMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK TO IOR 20 MINUTE FIRE-RATED DOORSGN1 .� c DESIGNER, TOLL BROTHERS, FOR FURTHER IN RMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE INSTALL SOFFITS PER FBCR R703.1.3 AND R616. �- o6-4 w CO v TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). ` j J o o 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ ERIAL NUMBER 1010.0 ¢ ¢ u F_ o TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10 C/C. t� f TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIESYYR Tit APPIICABIE MIMUM R DING CDDE IN MWCr AS_00 DATE OF CERTIFICATION BELOW. Ln ZrB o �`� EP 2015 - `V vi A7.82A7.82 41_ 1n W 8 ` - �_ 061.0211 1 1 631.411 151.011 � m ` aJ 21'_11" 3.0° 2'-6" 11-1011 6'-411 3'-11" 41.81, 8" 9'_0" 8" , 00 ; SHANNOWM..'VANOL€AVE,AIA 48"X48"X4" CONC. I ' I I GAS LINE FOR AR 97080 " I TANKLESS WATER - o PAD 3 ABOVE,GRADE. I ' o ' , I I HEATER 221-5" Q z I JJo- z¢ o cn I I (n ' HB z cn °; o Wce f- r----------------I L---------------- 01 ' ---------bp-Wi ry I I- 1 � =N a ^o0Nom 2(1 WATER "? 00 I, w00MWo SOFTENER w 1 -311LOOP c^� a a uj CD Co O> o o 6" PLUMBING W '-211 o WALL '6" PLUMBING -16" z = Q �W w$ con 00 221_211 5'-1° .1 IWALL C3411 �mu FL______- I o 1 S I I r ---J �� o .- cc cn , I I ALN _ _ `� , >1 W Z �i� I I N ___ �y '{ 0 > 0 I I I '� —_— - 11R O _� x W _ ____ _ now ko i VT Tch SLOPE SLAB @() ► �� (�..� IIko �--� , I 1/8 PER FOOT z cc w z co 'y � ..� `•� A1.N i i i i _ i i 1 11 1_111 --L==J 23'-11" 2 Q i—� w o ¢ 'n ti TYP. i i 1i i 15 11 1 , ALN w �; z 1 ; I GAS LINE FOR ' _1611 a x a 0 GAS LINE TO ; , I I �-= I I cn ' ' ---� I I - DRYER O z z J FIREPLACE , --------- --_______ ' _= J - L= -_-_______� Q' x o � _ ► I I I W u- -J , l\ 1 I ( - W J I I _ = Z ¢ I I cV G -' --- N '' ----- O _ �- ----------- ----- ------ - ------------------- ----- ------------- D O J �> 01_011 O m 60 G. 1_ n UJ o z ' I FINISH D FLOOR , ¢ ce O ' 11 - - - - - - - - - - - - - - - - - - - - - - - - rT� 0 0 /> NOTE: FIN. FLOOR TO BE 18 �-- SLOPE PAVERS @ A7.s2 DRAWN BY z w _ 10'_ MIN. ABOVE C OWN OF ROAD I „ �. ¢ cc °i! o 1/8 PER FOOT ^ _ I F.M EZA c° �' r ----- r�' ' `--------- ------ i ----------- CHECKED 141-011CHE KED BY - ii i , ' C W ¢ I I I ► ,; I I I ; S. VANCLEAVE w a 6" PLUMBING I �_� I ��] ------------ L-------------i SCALE z W WALL ' I Ir- oil TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MDQMUM BUILDING CODE IN EFFECT AS OF DATE OF WTIFICATION BELOW. Ln u CDN .SEP 4 4015 ce Ua W '. ce Z � m J00 V F— SHANNOf4fi.1 A LLEAVE,AIA AA 97086 Z LL- C:) � Z z o FRONT WALL OF GARAGE a 14 cn ZO � w W 1=-� PROVIDE 11/211 D x 5" W UJ 0 RECESS AT GARAGE DOOR m00tn 00 o "' J PROVIDE 4 1/2" D x 8" W RECESS w N M 0 SLAB RECESS 1 Z IN SLAB W aLu o w If Wa- Lu `t BRICK PAVERS 41/ E" o w F- GAR. / O A 0 w coFIN. FLR. GARAGE u w z = 3= g - - DOOR 00 o !a d SLABC o o � o = RECESS # o cv-0 Ln o > o �. - WALL PER :5u�.wo �� • • - PLAN 5 w a Z � W O OZ cn W Lu A � CC W Z A w o w = o a a � a A z w PLAN VIEW x o a �`' . ce c � 000 a N W W J = Z Q c� oG 0 0 J W o 2 SECTION GAR. DOOR z Q ce O - 0 0 1 •N SCALE: 3/4" = 1' O" (FND-7) z W DRAWN BY ce F.MEZA m A z o CHECKED BY cQ S. VANCLEAVE _ � CALE o � � S ma > AS SHOWN JOS 00 (n .. 0 0 SHEET DATE 0 06-17-15 te W Z4 b o in ce 0 9 y SHEET REVISION INFO LU o W.W.M. PLACED IN UPPER o _ 1/3 OF SLAB OR FIBERMESH z w o 0 REINF. PER PLAN m1/8" (MIN.) SAWCUT x 1/4 OF m J LuSLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION SET REVISION INFO � wW � 0 (nJ W v d --:4 uj a m z 0 > Z w o o w m SHEET DESCRIPTION "'' W o SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 SLAB NOTES z w TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, m ce a z AS CONCRETE ALLOWS WITHOUT RAVELING SCHEDULES & uj 0 DETAILS 03 Q LuQ a o z PROJECT NAME W _ 0 1 SAW CUT D ETAI L cecn (n � o 0 ,.-1 W 1 • SCALE: 3/4" = 1'-0" (FND-12) ATLANTIC BEACH W LEGACY = � � V) 0 = DUVAL COUNTY Z 0 w u j � LOT/BLOCK 174 Zo � TBI NUMBER 174 v, Zo L 0 b o MODEL «� Q 0 cn � } LnCe W Za DAVENPORT Ln w zQ SLAB LAYOUT NOTES : ELEVATION NAME WU- W c ZW O G 0 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. ALL - Lu E' "' ~ z o 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS Z ui W 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE Q SHEET NUMBER LL' ?� Wm ui O 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. a u� cCW Wco V � z � � (D A 1 N �.. J o o u- INDICATES DOOR OPENING � . [ ;Fc V1— O ERIAL NUMBER 1010.0 0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DUICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIIMIM&WING C B CODE IN LRECr AS OF DATE OF CERTIFICATION BLOW. Ln Z A7.82 A7.82 i_ 11I N 84 42 S t15 cc 1 o= 61_0211 1 1 631_411 151_011 = O ce 81.411 91.1011 181.511 131.11x1 41.811 811 9,_011 811 R.Q `F Q QQ Q Q ate. 40 TEMPERED GLASS CLOSURE DROP-IN TUB WITH SHANNOi M. jPiNCLLA"VE,AIA V � ON 48" HIGH WALL LONG WOOD FRAMED DECK = - ° ' 1 CABINETRY ONLY ' 1 ' 1 AR W-086 _. TEMPERED GLASS E CLOSURE BOTT. TO F.F.E. , -1 I TAN KLESS GAS U- C) p WATER HEATER B HB O a o OZo t cn ec ................................................................ .............................................................. ........................................................................................... ......................................... ... ........................... .. ............................. ............. .................... O = I KNEE WATERLu N a 0 , 6" I _ SPACE SOFTENER r- - - - - --- z m 21'- " I 1 Ir _ 61_311 51_511 OOP 231_111 I 1 o0 oWJ w M 6 '-I II a N LL , p 0 =Lu C�l O I [V ' p I 6 �"� o z -11 " O 11'-2111 2x_1111 7x_7111 11 TWO CAR GARAGE Ey o W a o G 2 '� 2 31.1 " 2 4 2'-10" +_ ++ WI � W = m 9 0 CLG. > 0 A o 0 0 611 �I KASTER� BATH: Q I w $ 0 0 = in ,.� 1 c 10 - I CLG. Vit- SHELF ABV. –––= rr " of � o Q = ti MASTER BEDROOM �' I ;� r- ___ -'122 1/2 x54 1/2 o I �' ,,, 00 p � zo 101_0" CLG. ( N _ VTR `__ IATTIC ACCESS W/ Lu ce (nce I I 2 1 - I_ __—.,!PULL-DOWN STAIRS d- c�) s0 J W z „ LINE OF O `" - —_— — — to �-r W o E♦ 6,, SECOND 1 � '-7" I PACE' l I DRYERI I AHU I I 1 �I I L a o z p , FLOOR u 1 1 r n 1 i_ ++ "-' SPACE — W a A 0 WQz = „�o -- _ = 6 I 13 -5 2-6 3 6 z $'-5'�_ _� L_ _� L J� I of = O 'y �' p o t - N IN ATTIC I �I w A W p = �- I W.I.C. - LAUNDRY _ 10°x10°AIR I I z 8C W Z / �• Q 1 Ln I .°r N 1 rr En 0 101_011 C � I A V (n Zr io \.� , I =I -0 CLG. � r JUMPER 1 A w c z /�� 3. - p LINEN I in R8cS o ( I a s a Wp0 • p' 1 o!I �UN 11 — - ---- -J ( Q' " 1 1 C �0 i 11_�ll 1_ II 31_ lr 41_011 I 6i_ 11 ( I I I 1 1`11-3 I I \ _ T72"X96" 201_911 ,� O6 5 1 PLATFORM I 1 QI - ~ o I GAS -1 y 0 `� I 1 UP 6 O M REQUIRED FOR AHU L_ p" a 0 N CB M \ O M _ - --- N N W U- J FIREPLACE \ `"' ( $� AIN T, oo _ W = o _ - - --- -- - co., o o \ GREAT ROOM I 9 2'-10" .I Ic CONTINUOUS - — — — U- \ 0'-011 TO 101_$11 I �' I I 4 I I HAND RAIL 11 _� ;� I STORAGE 1 111 COVERED ENTRY L C FERED CLG. 1 ce 9-0 CLG 11 -11 3 0 8 5-11 8 8'-0" MT. 6" �,', 6'-0" 10'-0" CLG04 . o a I 19 .0 , r Ir g _$ I I 2.1A 11 t , II l - I IW— Ln K"A a o �'' � s �, � I BULE FOYER ,..., _ A7.s2 p °C = �'' \ ' ' I I III 01_011 CLG. I I 101.011 CLG. I o (n o I DRAWN BY za LU I \\ a, // 2X6 WALL @ I NICH ,-•1 14'-0" I BOXOUT BEAM To v ,.,� �' B \ / 34 1/2 ROUGH col — _ .._.,_ ^ 6+_$11 I COL. WIDTH TYP. F.MEZA z °° `�' — ' HALF WALL - - = R&S = c!) z '� I III I `' `�' – – – – – – – – - CHECKED BY -, N N ' coirSINK i d- 1 111 F. I N ;♦ N PAVERS ON oo S. VANCLEAVE W w 1 c��:, O ' iW DISP1 '-' I t II SF ACE _ STEM WALL / ; , GOURMET ( +_ (++ 11-Orr �j '_1011 I 71_011 O 1 I 1 2 = i C SCALE 0 W - o ( 1 N 2 31-811 -1 -7 O o 141-011 _ o 1 KITCHEN 1 for - _ i AS SHOWN J J o I PAVERS ON ^' ' i 101_0" CLG. I ^ ; I ' 2'-52" t 5'-8" 11_ x_111 I °i N JO Q A `�' I STEM WALL `f' - - - - - _� i 1 1rr 1 �' i -� I -� - - - CLG. in W - - - - - - - MT. 1 - - fi o BEDR00 3 ~ A7.82 -� I M t p/W 00 1 1 N rM 0 0 I 91.0x1 5 91.1111 ` ; 1, 111_1x1 I 121.4x1 10.0 111.4" OPI 2' 8" - I 111.6x1 I SHEET DATE d 0 _ O ____-- - ec cn ;�. BOX OUT BEAM b++ �, 2 - " I N 21_611 611 06-17-15 aa.. 0 o TO COL. WIDTH I COVERED - ' - _ -- J °B�• I I I SHEET REVISION I o � 1'- ''1 I cn r Ir uv� 1 I ... tNFO o z nP• LANAI _ _ I I _ BATH 2 = I _ BEDROOM 2 W o I 10' 0" CLG. 8 10 _ �, 7 10 _ 4 ( 1 LINE OF 10 -0 CLG. =I ..., 10 0 CLG. 1 = Co V I - O , DINING SECOND 1_ Ir if I _ I0*1 p BREAKFAST i� GAS CO "' 4-4 I FL OR I 3 0 5 4 p W z �' I AREA � R40 M o �. I Q � 1 0 101-0 CLG. 1 ^ t a I 101.011 CLG. ' ----- d- .-1 I - o ' I M I > mW � i -------- C_ , ° J - - -- -- - -- -- � CAB. 2r CAB. I - — ---- - J . o0wMd 00 0 :...............:..........:........................:......... % `o SET REVISION INFO z � O W HB a � FLAT SOFFIT G s A W W LTOP @ 9'FI O O O 0ZJ = PANTRY i 10 CLG. ui GAS LINE TO REAR. , 1 , , ce < CL m LOCATION TO BE z o > z VERIFIED WITH TOLL P.M. (n 0 0 z u r r1 1 Il 1 1r 1 11 11 SHEET DESCRIPTION o �z cn 8 8 -4 4-11 23 -5 14-6 7 -0 6-4 (n uw o 0 41 Z W o 4�" 91.0,1 68'-0" 7'-0" FIRST FLOOR cAle a 1 1 841_ 111 PLAN p a W 0 W > V 0 JX wo .=JZ C B ce W = can A7.82 A7.82 PROJECT NAME aL 0 ui 0 w cfv(n � ec zz ATLANTIC BEACH O p W W V � p LEGACY � = p = FIRST FLOORPLAN (n W � DUVAL COUNTY M o w SCALE: 1/4"= V-0" COASTAL E; Z o� LOT/BLOCK 174 Ln ! z o Z TBI NUMBER 174 N e` (n N 0 _o p I MODEL GO a W (n a DAVENPORT cn O L za• � > _ N W 01-4 p Q I— ELEVATION NAME nj () V W Li W UJ o �� COASTAL � � ui E ¢ _ � � 0 cn � (n m SHEET NUMBER a 0Lu LU o = � (n 6b ce W ADDITIONAL NOTES, DETAILS & SCHEDULES = o Z _j CAN BE FOUND ON THE A3.N SHEET. "' j 0 U- Q O ERIAL NUMBER 1010.0 0 TO THE BESiF LEDGE,THE DESIGN DEPICf®ON THIS DRAWING THE APPFICABLE MINIMLM BtllLDLNG C rB coDE IF DATE of c6¢TI�cATroN egow. CD -�SEP. 2 W15 1 � Z A7,82 A7.82 N GCa_ = I DC d J • 201-311 SHANNON'M VANCLEAVE,AIA ' of 111171-3AR 97080 � 2 O 1 I If I z z OI O ) ¢ � ------------------------I---------- --------- -------------------- — ................... .................................................... ......... .......................................... ------- - oC ,-w I O Lu Lu I BATH 3 lodII , `n w �9-0CLG.ce oo 00 eq Lu 1- 11 0 04 cot ui o � z I I I .�' ' J W ¢ ; , BEDROOM 4 I _,� I o o ' ( 1 7'-011 to 91.011 1'410'� I O A VAULTED CLG. i N 0 � I ^o OZ 1_77I1_z 8 _vv 536 ¢ Z c Lu 0 0 ce J W Z i n " I 11 " I OO W .::. I ~ o O 22 X 30 22 X 36 I w o ATTIC ACCESS I x o 0 I � ATTIC ACCESS I L) la 6 cWC W z I I I l i" \ <4Alol 7 &SH Lu 0 W = � I I � — I i � ►- 11 fi I OA � BZW 1 1 1 1 1 1 I , I „ I I I I I I II 5,_ 11 I ; a'' x � o W0J o AIN C) ---------- CD - - -------------- - -- ce O i I I 42” HIGH KNEE CON a o J ; I - - - WALL W/CAP c oo I I I N. I HAN RAIL J rA WO cn ' - -1- - — — — — — — — — — — — — — — — — — — — — — — — — °C z ROOF BELOW I 3 1 11' I A7.82 ¢ O 11 15 -7- 0 0 i I I 3 -4 4 I 4 ( I I DRAWN BY a � ' I I I ce I I ( I I F.M EZA Z m I I I I 1 I ROOF BELOW ' o Z CHECKED BY S. VANCLEAVE Lu Ce i = a � ~o }. , I LOFT I I I SCALE m a > 1 I M 71.011 to 91.011 I I AS SHOWN J o I 00 VAULTED CLG. I 00 = A - - - - Lu LL- in A7,82 I I 19 -7 00 " I I SHEET DATE oc Z4 b VA CEILING :. VAULT CEILI I 06-17-15 VAU TED VAVLTED LINE SHEET REVISION N INFO ce CEILING FROM IO z .... W O ; 1 T-01 TO 9'_11111. I 71_11111 TO 1_011.co '. � I zucn 00 m O UJ I I .. .................... ............... ----------------------- W ¢ O --------------------------- --------------------------------- SET REVISION INFO � � w � O OI O) i t W W Z 1 6 51_ 1 Q ML'1 ( 41_711 I 41 _71 1 ' � cn Z Ce W m [_ Luz 201.311 . 0 > � 1 0 3:: U) o zz SHEET DESCRIPTION uJ H W W � I � Z SECOND FLOOR ui maz I I ¢ W PLAN o M Z 0 n2 � Q rB LU Z a7.s2 A7.s2 PROJECT NAME W 0 �' ATLANTIC BEACH ooZ� W W = o LEGACY (nU = SECOND FLOOR PLAN W � DUVAL COUNTY z o w SCALE: 1/4"= V-0" COASTAL u, = LOT/BLOCK 174 Z z zo n TBI NUMBER 174 CD CL - ono N 0 � z0 MODEL 66 ¢ "' c'—n ¢ ' cn & Lu Ln Zo- DAVENPORT � > N Lu 2: w O z W W Z ¢ �-- ELEVATION NAME uLu - N zW O L a 0 COASTAL W_ ¢ Lu N C7 ~ ZQ U) m = SHEET NUMBER Lu ' 0 z Lu o cin cfiO ~O � g � W ADDITIONAL NOTES, DETAILS & SCHEDULES = � O W m W J Z J rL Z I A3182 J � CAN BE FOUND ON THE A3.N SHEET. a aoo0 0C ERIAL NUMBER 1010.0 0 .......... TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPIaED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING WDE IN EFFECT AS0:0A7E DE CERTIFICATION BELOW Ln u , N Z y SEP i,Z 1 915 -: cc Lu cC m a J 00 V F— SHANNON;MWACVE,AIA AR 07080 C7 C7 a C: a L a C� '"� a as --.... -- o Z Ii tXJ ! ... ,x Z ... co :_ :. .. :; Q ...................... (A cC d Z — €ii s i +� Lu ce t!1Lu OcC c�. cG Z 00 0, p w J W - M a � 0 a a w 0 1 NOT USED 2 NOT USED 3 NOT USED 4 ART NICHE 5 FIREPLACE ELEVATION DET. CL W a 2.N SCALE: 1/4" = 1'-0" A2.N SCALE: 1/4" = 1'-0" A2.N SCALE: 1/4" = 1'-0" A2.N SCALE: 1/4" = 1'-0" A2.N SCALE: 1/4" = 1'-0" LU ju> ~ o ° A o = w u w $ v� O° o 2! CS �u ouzo �Lu � o S � Lu Cu 0 0 x waw 1.4 A O ¢ amu w Zuj A cC W Z A > Lu Q -:4a a u cn a A ine ice 79-P a uix a � o A � BZW x � o C> 0 STAIR RAILING AND 15 TREADS @10" W/ 1" NOSING a ° 000 w N UJ Z QGUARD RAILING NOTE STAIRS NOTE. = p 18 RISERS @ 7 9/16" SECOND FLO °G � � N AND STAIR GUARD RAILING �- 4" - - �'�, 17 TREADS @ 10" 9 w STAIR RAILING S 11 4 3/ _ _ �-RAIU G @ 36 oo m SHALL BE CONSTRUCTED TO WITHSTAND A - - * ACTUAL STAIR RISER TO w0 CONCENTRATED LOAD OF 200 POUNDS APPLIED cc V z 1 NOSING,, Qj:e 0 AT ANY POINT ALONG THE RAIL IN ANY 2x12 WD TYP. BE VERIFIED BY AREA CALCULATIONS: COASTAL z 0 DIRECTION. IT MUST ALSO WITHSTAND A = CARRIAGE CONTRACTOR IN FIELD 1ST FLR A/C LIVING AREA: 21181S . FT. DRAWN BY Q BO (3 REQ'D.) F.MEZA UNIFORM LOAD, NOT CONCURRENTLY WITH THE 2ND FLR A/C LIVING AREA: 755 S8. FT. w `^ TOTAL A/C LIVING AREA: 2,936 SQ. FT. R d "°° CONCENTRATED LOAD, OF 50 POUNDS PER 2x WD. CHECKED BY V �o Q LINEAR FOOT APPLIED ALONG THE RAIL IN ANY TREADS TYP. ce cc - INTERMEDIATE RAILS AND POSTS oo COVERED ENTRY: 245 S . FT. S. VANCLEAVE = w DIRECTION. INTERME ,� WD. COVERED LANAI. 140 S FT F- �- (IN-FILL) SHALL WITHSTAND A HORIZONTAL GARAGE. 440 S . FT. SCALE ce a � 3 LOAD OF 200 POUNDS APPLIED AGAINST ANY NAILER TOTAL: Q m ,761 S AS SHOWN J 0 J ONE SQUARE FOOT AREA, NOT CONCURRENTLY ow � WITH OTHER LOADS. FIRST FLOOR - Li INSULATION SCHEDULE 0 U- 0 � 0'-0" FIN. FLR. LOCATION TYPE R-VALUE U.N.O SHEET DATE � V p THRUST WE US t5BLOCK CEILING @LIVING AREA FIBERGLASS 38 06-17-15 0 ce� EXTERIOR WD. FRAME WALLS FIBERGLASS 19 SHEET REVISION INFO a O z 6 STAIR SECTION Lu �- o As.N WALLS TO LIVING AREA FIBERGLASS 11 = m SCALE. NTS o "iz "' DOOR TAG z DOOR SCHEDULE DOOR CALL-OUT coomw � o --Jj � TYPE SIZE REMARKS UJ Q SET REVISION INFO � c=n W n 1 THERMA-TRU INSULATED 3'-0" X 8'-0" TEMPERED O cn J = u.i z f- ENTRY DOOR agcema_ Ia a_ as cCLu C7Z 2 HOLLOW CORE DOOR 21-611 X 81-011 (A 0 3 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8" / OR uJ z o u SHEET DESCRIPTION w Z 20 - MINUTE FIRE - RATED, SELF-CLOSER ' w o 4 HOLLOW CORE DOOR 2'-0" X 8'-0" INTERIOR ELEVATIONS >- cc o 5 FRENCH DOOR (2) 2'-8" X 8'-0" EXTERIOR/TEMPERED SCHEDULES AND mWaz 0w a 6 GLASS SHOWER DOOR T-0" X 6'-4" TEMPERED ZZ = oNOTES � J zQ 7 HOLLOW CORE BI-PASS DOOR 6 -0 X 8'-0" a o z z 8 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED PANEL PROJECT NAME n9 HOLLOW CORE DOOR 2'-6" X 6'-8" ce ;eATLANTIC BEACH 0 0 ~ w 10 NOT USED uj LEGACY i-- v 0 11 HOLLOW CORE DOOR 2a-8as X 8a-0.a UJ "' �' RE DOOR 2'-0" X 6'-8" DUVAL COUNTY z o W 12 HOLLOW CO E z � 13 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-8" LOT/BLOCK 174 z 0 TBI NUMBER 174 ,` �- z C) WINDOW TAG COASTAL MODEL Ln 0 b p p WINDOW SCHEDULE M w ,._, Q WINDOW CALL-OUT ¢ 0cn ' a W ¢ DAVENPORT > TYPE SIZE REMARKS CD 2:Lu w tz! Z Q A SINGLE HUNG H3325 1/2" X 37 3/8" VINYL-LOW E /TEMPERED ELEVATION NAME C� V uw w Z uj o B SINGLE HUNG 26 36" X 75" EGRESS / VINYL-LOW E ALL _ iu � � LPE a = U C SINGLE HUNG 36 52 1/8" X 75" EGRESS / VINYL-LOW E/TEMPERED �- z = z o D FIXED 48" X 4" VINYL-LOW E TEMP. z w GLASS 6 / 'Q SHEET NUMBER W w m E NOT USED = u;O F SINGLE HUNG 25 36" X 62" EGRESS / VINYL LOW-E 6w Q _ o6j = z m � G SINGLE HUNG 26 (2) 36" X 75" EGRESS / VINYL-LOW E A31 N oC 1 0 o u- H FIXED GLASS 32" X 16" VINYL-LOW E 1-4♦ � ¢ V H O ERIAL NUMBER 1010.0 C1 NOTES: W , HGON CODE IN Elffa ASOF DATE OFMMICA,IONBELOW. Lp o Z _ SES [� PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY M5_ INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS W OP OF RIDGE NOTED OTHERWISE. o LOUVER 7 � oo - - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH a. J - - - -- -- - - - - - - 5.2.8 TYP. ELEVATION. 1` "CORAL-LIGHT" ORE UAL PRE-FINISHED �� _ V O Q HA M'.S/A�ICLEAVE AIA A '97M_0 LATE HEIGHT I .. 4 - - - - - - - - -1- - - ::.... ............................. - -1- - - - - - - I FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. _ ........................................ 0 U- 1 .........----......--.-_-...- -....-- ----......... I ROOFING PER U.N.O. 0 CONTRACT - PRE-CAST STONE APPLICATIONS SHALL BE 'STONE CAST' FROM FOAM Z z - - - - - - - - - - - - - - - - - -- a 3 FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. oc o � = 5.2.8 oc - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST ac z 2 .=:_:==_ === == INTO THE UNDERSIDE OF THE OPENING. 0 00 Ow ..................................................... U- 0 5.2.8 ..................................................... ........................................... 6 - w w N M w �- _ �5.2.8� METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO c� 1-4 w c z N 2ND FIN. FLR. BE FAUX WROUGHT IRON ALUMINUM. J W Q - - - - - - - - - - - - - - - - - - - - [-� E-' �¢ O > M�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF HEEL - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A w o = W o MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. U w S 0 0 = N PLATE HEIGHT a z �-4 @ GARAGE - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE4 Ob W o ....... ............................ TYP. SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN S i w z I - WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND o W o T ..........:::::. :::::::::....... ._... .._ i 4" TRIM = 4x12 BRACE I I @ o ,� APPROVED PRIOR TO INSTALLATION. x Z TYP. I _ CORNERS o I Z:) - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH • ......................... ........................ ....... _i *-� ►-a a = I I .._......._...._...... ......................_. .................. ....................... LIGHTS WITH TOLL BROTHERS P.M. w A ri a 00 ui w z I °O ...._._..._........... .............. ..._.............. ....................... 3 A z U a 0 I _.___.__ .............................. ................................. .._................................... ........... . .......................................................... Q.. .. .... 5.2.8 UJ z I ._......1. ADDITIONAL ELEVATION NOTES: "' a A LaiI ...................... 0.4 >- En FIN. FLR. I _ ........................................................................................................................................................................................... .. .... ............ ....... FIN. FLR. 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL A z = Q W - - - - - - - - x-+ cc Tli 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1 2" OFFEST AT CORNERS O 0 0LJL � N L] / 0 N P z a SEE DETAIL 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN 0 5/A5.2.82 FOR g ADDITIONAL 1/2" DROP u- >0-- 1 a- o J 5.2.8 BANDING, TYP. "2. o m TYP. UJ UU z 0 o % FRONT ELEVATION z Im = DRAWN BY W SCALE. 1/4 1 0 COASTAL F.MEZA m z zo Z CHECKED BY w a S. VANCLEAVE _ a- z w SCALE m a > AS SHOWN J a LOUVER oWW 0 0 SHEET DATE o _�:::_ ��. ROOF PER CONTRACT TYP. oc cn ::: 06-17-15 .. ................. La o - SHEET REVISION INFO aa- -� i m U ; - - - - - -- - - - - - ' - - - - - - - - - - - - - - PLATE HEIGHT 0 nom Q = t! 2 CC, m w 5.2.8 J � W Q o 0 CHIMNEY CAP z = 0 W PER SPEC. SET REVISION INFO W z TYP. >= CO13- Z61 oC Lu z i 3:: U) _ 2ND FIN. FLR. SHEET DESCRIPTION W z �J - - -- - - - - - - - - - - - — - - - - - - - - - 0 ui toTOP OF HEEL to W z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ do V RUNTE EDGHT �''' FRONT & SIDE ~ z W i--� N m ce 1'-4" _ ELEVATIONS W H Q U Z Z = w � JQ oc �, = cn 4x12 BRACE I .......I.......................... ......:::::::::::............ C) ^ PROJECT NAME W� 0 � o TYP. o 0 I I ......._..._._. __._.. ......................._ ._... - ,.., cn v, - -- - --- ,--� W Z z I I ATLANTIC BEACH 0 0 W I I _.................. ._........................... moo = I I ..::::::: ::.:::..... ::::............... ... : .. LEGACY o ...._. .__.. DUVAL COUNTY z o W i - ---- ----- - FIN. FLR. W � - - LOT/BLOCK 174 z z z C:) - �. g TBI NUMBER 174 0 b o 4" TRIM CORNERS SEE DETAIL MODEL 00 a ^ (na 1 6 @ 5/A5.2.82 FOR 3 8 U) � w a (TYP.) / Ln Z � > 5.2.8 5.2.8 BANDING, TYP. A5.2.82 A5.2.82 TYP. AVENPORT Lu Lu � � w a I— ELEVATION NAME c z UL W o oELEVATIONCOASTAL W RIGHT QLu 6 F SCALE: 1/4" _ '-0" COASTAL ASPHALT SHINGLE w o � ~Z ROOF SYSTEM Q W w m = SHEET NUMBER - o _ PROVIDE RIDGE VENTS, TOLL BROTHERS Lu � W P.M. TO VERIFY LOCATIONS. _ Ca coop SEE DETAILS AND NOTES ON SHEET A5.2.82 p[ ERIAL NUMBER 1010.0 TO THE BST OF W KNOWUDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING —————————— CODE IN EFFECT AS QF DATE OPICBMICATION BELOW. z �` � SEP\ 4 ZU15 . Ncn I ce v ti WI --------------� _ = O i �--- -�► .�V ( oc ROOF PER CONTRACT TYP. 7ce ca . .- - - - - - - - - - - - - - - - - - 5.2.8 Gam.. J I N , 0 0 LOUVER SHANNON M: LE)4VE AIA -. ........ vpP3C .................. ................. .................................. .................................. ....................................... .w_....__ .__ ........................................................ ..................................................... ............................................................. ............. ' I I Z LL ................................................................................ ..................................._............. ..._......................... , I o z CHIMNEY CAP I Q cn PER SPEC. MIN. 3 w ........... ......._....� 2.8....... O = oZ _ I ' W ...................... I , cc UJ ce 6" FASCIA :. ; : .. .: N - - _ -------- -------- kn 00 ------------ ----- 0 op N 0 2 5.2.8 ; a a a off I 0.4 ado 5.2.8 / , , oWa w TOP OF HEEL � ~ 0 - - - - - - - - - - - - - - - I A ■ U w w ....................................................................................................................................................................._............ 1 , 0 O 0 0 = 1 ........_..........._.........._....................._................................................._......................................................... vs 00ZTYP ............................. I I N W O ........._.......... ............................ .......... , o S I > ......................... ........................ I I I w .-.. ........................ J W I � Rio o o o I...... ( BRAC I o ............... ........................................ 4x12 E a LLI .... ....................... : .. _ I....... ( ------------------ ----- ----- ------------------ ' w a W ......... ....................... ... .... co f ocW �' ..........................I..... Lu I L 1.4 W Z f- -► I PK o .................................................................................................................................................................... . . I... T F7 a FLR. - :. : . L _ - i ,---------------- FIN. I O A P4 - _.. _. __---•-�--------- -_-____- Lu I la N M a .T SEE DETAIL FI II I C) 4 TRIM @ CORNERS 1 x3 BOARD FAND , o 8 (NP,) 5/A5.2.82 FOR BATTEN @ 24 O.C. 1 u, 5.2.8 Np, BANDING TYP. I ' O 0 J ' �2. V m I cWCOVz Q a- REAR E LEVATIO N _________________________ z O W ; ; DRAWN BY ? c SCALE: 1/4" = 1'-0" COASTAL , F.MEZA zU- °o L� z o CHECKED BY � Q ; ; S. VANCLEAVE UJ Ui o �- oC w SCALE oc z > i i AS SHOWN m Q I I J Q I � ------------ , I 0 w 0 0 � LOUVER SHEET DATE 0 06-17-15 UJ o ................ --.... ROOF SLOPE PLAN SHEET REVISION INFO O z : . :.�. _ _ SLOPE 7/12 U.N.O. ��_r = m o ......-..................... ...... ::..---.___:-.--: ........ SCALE: 1/8 = 1 -0 COASTAL �- z cn o c� ' - - - -- - - - - -- - - - - - - - - -i- - - - - - - - - - - - - - - PLATE HEIGHT .................... , I mLU m W .. , z = o a ROOF PER CONTRA TYP. SET REVISION INFO LU 3:: Lw cn _ LU Luce ce C7 oC w '-0 Z0Q I P. 2 Z u SHEET DESCRIPTION Lu z , 5.2.8 2ND FIN. FLR. W cnwoz � = zUJo - - - - - - - -- - - - - - - -- - - - - ---- - - -- - - - - - - - - - - - -�- _ REAR & SIDE ui o TOP OF H L _ �— _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF HEEL ELEVATIONS AND oa � o N ROOF SLOPE PLAN H � Q V LO 1'-4Lu 0 ° C W z z ( I _ PROJECT NAME La o cn I Lu O z Z 4x 2 BRACE _ - Cie ' ATLANTIC BEACH 0 0 2 o c I _ I I c o W = o �' I �; I I LEGACY c=n o _uJ I - ( I DUVAL COUNTY ~Q u- n ~ I I z o o X: 0c I I I LOT/BLOCK 174 I FIN. FLR. TBI NUMBER 17 z U- 0 FI . FLR. I lk - 1 4 d- z o CL �-'-; z 0 Il:. IL MODEL N z W O (n0Z � c W > SEE DETAIL DAVENPORT Ln W o � 4 TRIM @CORNERS 5/A5.2.82 FOR 3 8 A5.2.82 5 2,8 5 ,g ELEVATION NAME o w p z w z Q TYP. BANDING, TYP. L.LJ N z W o 5.2.8 w TYP. o COASTAL L>,c uu Lu E a ASPHALT SHINGLE z o = ~ zCL ROOF SYSTEM Q SHEET NUMBER >• W � wm o LEFT ELEVATION PROVIDE RIDGE VENTS, TOLL BROTHERS ROOF VENT CALCULATION: �— U) (n W W 4" - 1'-0" COASTAL P.M. TO VERIFY LOCATIONS. _ _ Ca SCALE. 1/ - 3,006 sq. ft. CEILING AREA 20.04 sq. ft. (REQUIRED) ■ �— pZJV J o o u- SEE DETAILS AND NOTES ON SHEET A5.2.82 150 Q Q V 1- O ERIAL NUMBER 1010.0 0 SHEATHING TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS INSULATION AS DRAWING COMPLIES WITH THE APPLICABLE MIN"BUILDING WOE IN EFFECT AS OF PAN-OF CEMFICATION BELOW. cREQUIRED SES-,2 A U-1 5 N ROOF PER CONTRACT ROOFING PER ,, WATER-RESISTIVE ce CONTRACT, ON (2) BARRIER o 0 i 7/16" SHEATHING STUD = O 7" HEEL r. m / 2X6 W/ 2" ROUND JOINT FLASHING a VENT @ 24" O.C. AS REQUIRED0; O O PLT. HT. ENTRY V I— BEAM PER STRUCTURAL 3/8" CEMENTITIOUS NAIL PER SHANNO,�K VANaEM/E,AIA SOFFIT x MANUFACTURER ' 1X4 FASCIA — 1X BEAM TRIM � .: SPECIFICATIONS a o METAL DRIP L o � . LAP SIDING Z - O z cn °; CONCRETE O = 2X6 RAFTER o o 1X4 FASCIA ;,k: M,� FOUNDATION W w W 0100 MuLi Q , 11 411 ... . ...... ._ _ cc z J a I I a ='-: WALL PER00 O �, SIDING141? 0000 u- -' 2X6 RAFTER TAIL @ PLAN � 2X6 W 3"ROUND ( ( �� 1 4 •• W / 24 O.C. . a o Z VENT @ 24"O.C. I i 2x2 ..........._. i H OCL OVERHANG 7+' ' i W a 2X RAFTER TAILS h I i m 11/2"COVE ; STARTER w > O @ 24 0.C. ; ► D A o STRIP i SOW i ' w 8 SIDING PER 4" TRIM @CORNERS ...._ .� v� 00 � z \ STRU RAL POST '/ W o ELEVATION (TYP.) ' 1 ►"� o J W Z I I t \... O W O W uu O Ei 1X6 BASE W QUARTER 211 W a Z R UND EDGE I EA a � VE DETAIL ° = 0 2 3 LAP SIDING DETAIL a � V W o _ I Iloo�! SCALE: 1" = 1'-0" COASTAL SCALE: 1/211 = 1'-0" COASTAL i w r a � W z :fl 0'-0"FINISH SLAB5.2.82 A .2, 2 CCI S A z 5 5 8 w � � - - a A w uuce O a g = Q Z �° ST 2X8 JOIST „i O (3)2x8 RIM J .................................................................. x F- ce o lx S RT 1X6 HEAD 41" Q" a wu— J 2x DECK NG ..........................._......_......_..... ....................__................................._... 911 N � p � 1.. � 0 O0. J Ml�t JO Mld' MI�f' Ml�t V m 1,_2" ^ LA ^ M W O P.T. 2x8 SILL P' TE N ceU CNN a oc a Foo NG 1X4 CASING B DRAWN BY z � LU (PER STRUCTU L) __.-.__..__..._..__.__........_____.._.._. W A F.M EZA Z o Z 1FRONT & REAR COLUMN DETAIL �, FRONT VIEW SIDE VIEW CHECKED BY ...._..................................._...... ......... ................._... S. VANCLEAVE _ w W - A5.2.82 S ALE: 3 4" = 1'-0" � COASTAL A _ / a' _ SCALE 11 Z W +-+IcV m a > o M AS SHOWN J J Q � 0 0 = 2X4 SUBFASC . = d. 0 0 2X4 OUTLOOKER ................................................................. .................................................................. N °' r' SHEET DATE 0 2X4 LEDGER °i (A METAL DRIP M F1 06-17-15 o , , -- SHEET REVISION INFO d ° Z ,--11fV lI 3111 i Lu m 2"x6 ASCIA `�' 2 2 2x MOUNTING TRIM ......._........................._....._...................... o w z cfi USED AT SHAKE & LAP FRONT VIEW Q -'--'J ' 5/4 SILL 1 111 SIDING TRUSS LAYOUT 5z 21-84111 3411 m Lu R J � i BY ENGINES 7 40 Lot, Lu a SET REVISION IN �; FO Z = W SIDE FRONT SIDE VIEW � w W cn 1X6 TRIM OARD O cn _j W cn m SIDI G PER ----i_� ......................................................................................................................................................................................................................................... 1X6 APRON Z oc W z ELEVATION �., o OVERHANGS 6 TRELLIS DETAIL W o Z ;` SCALE: 1" = 1'-0" COASTAL SHEET DESCRIPTION � W � zBANDINGDETAILA5. .W o 5 WINDOW Z Lu w ° SCALE: 1" = 1'-0" COASTAL EXTERIOR A5.2 882 m OC W Z SEE ELEVATION w Q> �........' 1X B AM TRIM STRUCTURAL DETAILS (n J < � W = z PROJECT NAME 0 I I ' ATLANTIC BEACH p w SHAKE SIDING rt; LEGACY �' ' FLASHING IW— L) CX W f FLASHING 2nd FIN.FLR. %`` } 1 x 2 CAP _ DUVAL COUNTY zO = � r4.. 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Uj Q s z = 0 U.J SET REVISION INFO 3: U) UU (n 0 U) _j LU ;2! 3= C5 �w— Coe US >- ad ca cc 1.0 Z 0 > z AW 0 3:: 0 LU oZ Uz SHEET DESCRIPTION U.j XLy ED In 0 Z so UUJ 0 SECOND FLOOR ce co ad a- Z Q DIFFUSER 0 < LU LU z z LAYOUT III _j Uj In In UJ = 0 In PROJECT NAME LU � 0 ad In In SECOND FLOOR DIFFUSER LAYOUT cc 0 j ad Uj m ATLANTIC BEACH 0 0 P.-I Uj SCALE: 1/4" V-011 COASTAL LEGACY LU U.J DUVAL COUNTY M 0 Uj U- U) E= A-4 Luuj jELOT/BLOCK 174 (n M U- Z Z 0 z 0 (n TBI NUMBER 174 z r`�= o 0 z MODEL 0 c* < r-1 In z w . < 0 Z ZadLU DAVENPORT 2:W LU 1.4 z WZ < ELEVATION NAME f Il AW %..ff U- LU f..4 U m UJ 0 g 3- 0 to COASTAL w U) LU FOR REFERENCE ONLY .m 0 E Lu 3:: 'v �- 0 0 z U) U-1 < In ad ca DIFFUSER LEGEND SHEET NUMBER LU LU 0 (n 6 0 < ad SUPPLY RETURN =3 LU EXHAUST FAN 0 LU CO '.W z --j LU __j z I 0 0 U- T. ce M2 ■ 82 t� 1 ;� U �- o � ERIAL NUMBER 1010.0 ELECTRICAL SYMBOLS LEGEND ,DTHE RAWNE�MPLIEKNOWLEDGE,TI DE�GNDE�C,EDDNTHIS DRAWING COMPLffi Ml1�}i'THE APPLICABIF MINIMUM BUILDING OSE 1N EFFfCi AS bF DATE OF CBtT\hICIPRON BB OW. C> SINGLE RECEPTACLE StP Z 4 1015 c DUPLEX RECEPTACLE ® 240V RECEPTACLE 0 ce SWITCHED RECEPTACLE m J QUADRAPLEX RECEPTACLE , OR ..........A/C..._COMP.,..... TANKLESS GAS WATER HEATER SINGLE FLOOR RECEPTACLE SHANNON NF.-VANCLEAVE,AIA 3 " EMPTY CONDUIT TO 2J DUPLEX FLOOR RECEPTACLE AR 97080 "J" BOX W/ BLANK 6/4ANG - WP PLATE IN GARAGE �j SWITCHED FLOOR RECEPTACLE o U- GFI E.M. HB QUADRAPLEX FLOOR RECEPTACLE z z ............................. ............................... __ ___________ _ ._ _ GFI GROUND FAULT INTERRUPTER o . _- - _ _ _____ __ . _________ . __ __� ___________.._________.____ ____ _ _ _ a ............................................................ .............. cn ;:::::..::::.::::::::. ::::. -::.... .....................................:...................................... :......<: ................ ................................................................................................. ........._.................................I..................................... ::::.:.:::::::::::. � � � ....................................................................... 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METER � �VESTIBULE I I - - - E moos cn ( � DRAWN BY z W ...................................................o........ - GAS ! a ______,_____________,___ METER I� / -. CO. ME ac . W WP ......__ F.MEZA GFI l ___. __ ____ _____ _____ ®SD CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR ME - -..-:: l z I ` S - .. / .......... ..............._............................. .. .. ............. CHECK SD SMOKE DETECTORED BY _.. ......................................._......__.... o . \ .... o cn Q GFI `' \ II GFS: _........ .: .-=::- :-= cc I I , sp N OPT. SINGLE POLE SWITCH S. VANCLEAVE W ................... i EI ` // ....,.... (kEfyE q Ll o z W I - --- a \, SD/CO 3 WAY SWITCHLE m Q > ,� " - \ - -- \�� 4 WAY SWITCH AS SHOWN / / GFI BEDROOM 3 _ ............. 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W a o o 0 ELECTRICAL PANEL � ( W c`i HB FOR HOOD VENT SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO W z K KEYPAD i Lu Q a S � m ® CHIMES M STRUCTURED PANEL (a.k.a. SMART BOX, oc Mood E� COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) o� ZUc= INT. W z 0 INTERCOM SHEET DESCRIPTION Ln UJ w p � Zuj � FIRST FLOOR � o ELECTRICAL oa > o ZZ = o LAYOUT n � � Q Lce uo z PROJECT NAME 0 ce W z z ATLANTIC BEACH Oo � W W LEGACY ch FIRST FLOOR ELECTRICAL LAYOUT DUVAL COUNTY u- in n W = 0 SCALE: 1/4" = 1'-0 COASTAL LOT/BLOCK 174 � z LL. Z o Z TBI NUMBER 174 o o MODEL c%j� (n � Z � ce Lu U-jDAVENPORT G7 W Q w w I— ELEVATION NAME v z w, o W W COASTAL E V �z ' ui W Q SHEET NUMBER Lu co ro ;M LU o WWW FOR REFERENCEONLYm Jq b-4 u 1 u- a ou oERIAL NUMBER 0 (DC 1010.0 ELECTRICAL SYMBOLS LEGEND TONE BEST OF LI IU,ONHIUE THE DESIGN MINIMUM BIL THIS ��CDNauEs��I� CODE IN AS OkPATE OF CEIMRWA=BELOW. Lo T-1 m d) SINGLE RECEPTACLE ",--SEP\ r 101 N DUPLEX RECEPTACLE ® 240V RECEPTACLE SWITCHED RECEPTACLE m a J QUADRAPLEX RECEPTACLE 00 SINGLE FLOOR RECEPTACLE V SHANNON`MT`UpNCLEAVE,AIA DUPLEX FLOOR RECEPTACLE AR 97080 SWITCHED FLOOR RECEPTACLE ``- pEN QUADRAPLEX FLOOR RECEPTACLE 0 GROUND FAULT z z GFI U UL INTERRUPTER ....................... ............................:...........................:.... ,....,...............................:....f WP WEATHERPROOF GROUND cn ............................................. ..................... z W I EP ELECTRIC PANEL w i VP ' �: 0006 oc p VP VAPOR PROOF ch UJ ,....._...... ........-_....__. m cN ® RECESS INCAND. (EYEBALL) FIXTURE N cy- A 0 PT. - ,s w M OPT. SINGLE FLOOD - WALL MOUNTED A a a D F-- f... Cis 0 ui ZE uj a CL z . 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FIXTURE vi I , W LL J I ---.1 - ---1----1- --- --- ......................._... ...._ ..... .. ....... .._...... ............................. ........ ._ ........ ....... = z a ' ------------------------ Lu --------- ---------- 124x48 FLUOR. FIXTURE �7Ooc ......................... ....._ : f EXHAUST FAN at o a LU @ m �o EXHAUST FAN W/ LIGHT ce UJ a o I 1 '�, ® I I ELECTRIC CO. METER ce D o n I I DRAWN BY z x w \\, / I G•M GAS CO. METER Q ce I \\ / I W ®SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR F.MEZA Z o CHECKED BY C) z SD SMOKE DETECTOR Lu Q ! `, `` I SINGLE POLE SWITCH S. VANCLEAVE _ � � OPT. W I � 3 WAY SWITCH SCALE p Z uj I s m a > I � 4 WAY SWITCH AS SHOWN � p J 4 OPT. [ ` 4 O DIMMER SWITCH LOFT . # Q PUSHBUTTON O l - I DISCONNECT SWITCH SHEET DATE o 4 b I J JUNCTION BOX 06-17-15 W Q 1 I O p oG I ® TV JACK SHEET REVISION INFO a- o I v PHONE JACK - PREWIRE ONLY Lu THERMOSTAT Z cn o I p PHOTOCELL - SOFFIT MOUNT PHOTOCELL - WALL MOUNT m ............ ........................................... 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SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO Lu O -' _ 4 KEYPAD z Q m ® CHIMES Q o w z F====� STRUCTURED PANEL (a.k.a. SMART BOX, � Oso COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) INTERCOM SHEET DESCRIPTION (n Lu w0 SECOND FLOOR a- zui ce � ELECTRICAL m � �. Z w Q> Ov ZZ = o LAYOUT cWj ¢ ce W = z PROJECT NAME CL. 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HEADER U w 0 =5 ; -SEE SCHEDULE g 0 0 z BACKER ROD SCHEDULED WINDOW tpLu S > AND SEALANT WINDOW ATTACHMENT (SEE FLOOR PLAN) J W o o 0 �o 0 5/4" SILL COMPLIANT W/ FBC-R a p o 2x SYP. #2 WD. STUDS @ 14 Q ^ 1 X 6 APRON � = 0 1611 O.C., TYP. w � a Lu o EXTERIOR STRUCTURAL A z cc Wz WALL INSULATION W o a BY FRAMING DETAILS (SEE ENERGY CALCS) ►-a A w L; cez � a a o WATER RESISTANT BARRIER x p A >-� z Wz (2 LAYERS REQUIRED)) CONNECT WALL PER o POLYETHYLENE HOUSE WRAP FRAMING DETAILS17 ce p o OR APPROVED EQUAL SYSTEMo a N W 2 j 2x SILL PLATE FINISHED BASE MOULDING w o 3/4" GYPCRETE (OPTIONAL) F- 0 2x RIBBON FASTENED TOP OF � "- TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR 0 CL Co TRUSS ENGINEERING TRUSS UJ c 0 = ROOFING PER CONTRACT ON (2) 0 o LAYERS OF 7/16" SHEATHING W DRAWN BY a x: uJ (CONTRACTOR TO PROVIDE PRODUCT ce cc W APPROVAL FOR ROOFING SYSTEM) SEE PLAN > D. KRAMER V op z o WAINSCOT/TRANSITION CHECKED BY '---_2X6W/ 2" DIA. w- ROUND VENT @ W -' 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE a. 24" 0 C. r�- TO FLOOR TRUSSES REQUIRED OVER GARAGE SCALE 0 >- cc . .- PER TRUSS ENGINEER (SEE ENERGY CALCS) co < > cc z J METAL DRIP -'" 22 X 34 = SCALE AS NOTED aEDGE - f�' DBL. 2x SYP. WD. TOP PLATE 11X17 = 1/2 NOTED SCALE 0 1/2 RIGID GYPSUM BOARD w (nn 1X4 FASCIA PRE-ENGINEERED WOOD FLOOR 0 0 (cne TRUSSES (VERIFY W/ TRUSS SHEET DATE d o CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) Lu o 2X6 RAFTER TAIL (SEE ENERGY CALCS.) 0 @ 24" O.C. 12" RIGID GYPSUM BOARD 1/2" GYPSUM SHEET REVISION INFO o z / WALLBOARD ON STUDS = m3/8" CEMENTLTIOUS DBL. 2x SYP. WD. W/ WALL INSULATION w Z ( ) SOFFIT TOP PLATE 1 X 6 HEAD TRIM SEE ENERGY CALCS � � o QFINISH MATERIAL 2x SYP. #2 WD. STUDS a W Z z @ 16 O.C., TYP. m m W PER ELEVATION HEADER , SEE FRAMING WALL INSULATION 0 0 PLAN FOR SIZE AND DEPTH W Q 0 1 X 6 HEAD TRIM (SEE ENERGY CALCS) SET REVISION INFO W o __j = 2x SYP. #2 WD. HEADER I W z c� t- -SEE SCHEDULE ce BACKER ROD - BACKER ROD 0 cc W z z © o SCHEDULED WINDOW SCHEDULED WINDOW � �,. LU = AND SEALANT (SEE FLOOR PLAN) AND SEALANT z u (SEE FLOOR PLAN) oW z � WINDOW ATTACHMENT WINDOW ATTACHMENT SHEET DESCRIPTION w o z 5/4 SILL COMPLIANT WITH FBC-R 5/4 SILL COMPLIANT WITH FBC-R z W o 1 X 6 APRON 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON F- 9 Lu STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD 0 a W z BEFLUSHSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH W TH THE EDGE XTERIOR SHEATHING TO (SEE ENERGY CALCS) NOTES & DETAILS `� vi¢ OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS a GAP BETWEEN FOUNDATION @ 16 O.C. TYP. . GAP BETWEEN FOUNDATION @ 16" 0 C , TYP W tn a AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE Lu = Z PROJECT NAME u, 0 WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION cn (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS ce o z W POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE W = o SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE Q o W_ FLASHING FLASHING V � W MAIN FIN. FLOOR FINISHED BASE MOULDING MAIN FIN. FLOOR FINISHED BASE MOULDING N-- .� = o EV @ 01.011 - a, ELEV @ 01_alr a. : LOT/BLOCK Z O A4 Id 4 H4 4 zZZLLILu >W L ` z 0 z I III III ( III III ( � TBI NUMBER E z o - - MODEL . oboe _ 411 CONC SLAB W/ � � �•. III I ( ( � 411 CONC SLAB W/ VAPOR BARRIER I I I I VAPOR BARRIER ALL z �' � > _Ln Ce Lu : � . � III W - I I DRAWINGS FOR REFER TO URAL I I DRAWINGS FOR REFER TO URAL Lu z Q _ ELEVATION NAME Ln ,CD ;; "'' o III 4 III= COARSE COUNT& I I 111= COARSE COUNT & ce I I • I ( I PROVIDED BY I I I I • I I I PR VID D BY COASTAL z w 4. FOOTING SIZE N FOOTING SIZE � � - III — OTHERS) Sk OTHERS) I W SHEET NUMBER o3:: W � o = EXTERIOR WALL -� ff W W m w 1 SECTION WITH WIoNDOW 2 TWD STORY WALL SECTION7 ZJw D7 it _ 1 it D7 1/ _ 1 11 o o U- SCALE. 3/4 - 1 -0 SCALE: 3/4 - 1 -0 QVF— o ERIAL NUMBER 1009 I M THE BESr OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE KN NUM BUILDING ODDE IN EFFECT AS OF DATE OF CERTIFICATION OEM. L 2 4 2015 4 o SEI MIRROR 3" FROM _ SET MIRROR 3" ` MIRROR=VANITY -5 DRYER VENT (TYPICAL) ^� END OFF BACK SPLASH FROM INSIDE CORNER _ GAS PIPE (TYPICAL) va W FOR GAS DRYER ONLY c� _ V) Fric`h J 1 -2 ` = � O Y DRYER VENT (TYPICAL) SHANN(�1tu: VA�CLEAYE,AIA AR'M80 0 o COUNTERTOPS i = m GAS PIPE TYPICAL 36" HIGH X = 1c u, DRYER ONLY % VANITY-5" MIRROR en > FOR GAS ( ) ; m DRYER VENT BOX- Y z u_ OUTLET BOX _ _ _ ____ _ ¢ 1/4 MIRROR ATTACH PER MFR. 0 z CENTER SIDEWAYS z '� O INSTRUCTION ¢ o IN BACKSPLASH ��O O D 1/2 RECESS DRYER VENT BOX- `n R ATTACH PER MFR. _14 zo � = FOR MIRROR W � X INSTRUCTIONS - ch Wcr- 2X4 HALF WALL - SILL PLATE w N -fn o " YORKTOWN P T. SILL PLATE c`v P.T. m cc z - TRIM - MM MIRROR (IF SLAB ON GRADE) ,..i (IF SLAB ON GRADE) � WW cc o CABINET z VAN MIRROR INSTALLATION INSTRUCTIONS: O WITH PEDESTAL � A � ❑ Lu = m W g W = O 1. MI ROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 00 o o �-- ^ NOTE: a 0 0 = a 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE z s f- � WNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, ¢ z COR ER. (YORKTO BOTTOM, OR REAR VENT LOCATIONS. W ce O NOTE: BRACKETS REQUIRED IF INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED x ❑ w z COUNTERTOP CANTILEVERS MORE THAN 10° BEFO OE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM O 0 ) LENGTHS PER MANUFACTURERS SPECIFICATIONS. a O o 12" /- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. a A O o� z ¢ rINT-3RYER VENT BOX FOR DRYER ONLYD zWDETAILER BATH MIRROR WOOD TRIM DETAIL INT-2 M ST � ¢ � _ ' KITCHEN HALF WALL NT 1 K �� (INT-3) � -:4 INT-1) D8 SCALE. 1/2 = if-Off p ,•,a A V � z ¢ D8 - V-011 (INT-1) D8 SCA E: 1/2" = 1'-0" . 0 SCALE. 1/2 - ` cc d to LL � 0 A cc z N 1 2 COMPARE = O TILE OR STONE 0 / a � v, HARD 3BACKER BOARD MANUFACTURER'Sa v � z z OVER / EXT. PLYWOOD DIM OF TUB & ON 2X4 FRAMING. PUMP LOCATION N oO o TOLL APPROVED TILE BACKER (REFER UJ Z _j TO CONTRACT SPECIFICATIONS) a L9 0 WALL TILE REFER TO FLOOR PLAN VARIES - SEE PLANS o o Lo a JY MODEL m2X BLOCKING BETWEEN VARIES B 1 ROW OF TILE _ X4 16 O.C. DRAWN BY UJ � o STUDS (3 WALLS) � � _ 2 @ z M. STRICKLAND O v' = 4 J CORNER SHELF Zc VINYL LINER (3 WALLS) ED 5" cc u� cc o 2X4 LEDGER ` (1) CERAMIC CORNER CHECKED W_ m BY L; UP WALLS 0 X SHELF AT 48 A.F.F. - ZZ 0 0 >-F OR TILE - 0. SWAFFORD ui Q 100% SILICONE BETWEEN U- cc 0 Lu x x DROP IN TUB N SCALE W cc ILE BACKER BED �.._ ,� N N Lu W Q 2" SHOWER DRAIN + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED � zW TI w > ¢ '4 4 Z.4.4. T m ¢ > u - 11X17 = 1/2 NOTED SCALE J o -2X4 THRESHOLD ao ¢ �o o = 2X4 TO BE P.T. 'SUPPORT UNDER SHEET DATE W . • . . . . . . . • . ; . • . : - TILE AT DOOR O "' • • • • •"• •. • - " " " THRESHOLD uj WHEN IN CONTACT TUB AS REQ. BY o cc WALL TILE W/ CONC. MANUFACTURER'S. U 0 w � � �, , SHEET REVISION INFO a o � ADJUSTABLE GAUGE COAT WETBED PLA a'- 0 ce SHOWER DRAIN D RO P IN TUB DETAIL a. O z ER SET IN SEALANT @ FR-33 = m " SHOWER DRAI GE OVER ROOFING FELT 2 0 m NOTE: D8 SCALE: 3/4" = 1'-0" (FR-33) Z n o Q : 3/4" X 9" RADIUS MARBLE SHELVES W EXACTSIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION ¢ ,= z ? USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL A PLUMBING ACCESORIES. REFER TO m co W ARBLE TILE OPTIONS ARE SELECTED. ARCHI CTURAL PLANS BY MODEL. 0 J SET REVISION INFO z 0 nFRAMEDD A R D SHOWER SHELF LOCATION END POST TIED INTO FLOORW O RINT- STANQP �, J W _ WER & CURB ON W z �< M ce INT 4 (INT-5) JOIST BELOW EXTEND TO cca� D$ T-4) D SCALE. 1/2 = 1'-011 BOTTOM OF FLOOR JOISTS. = cc W z SHEET DESCRIPTION 10--11 >o o END POST TO PENETRATE z v J SUBFLOOR. 0 W z STANDARD , w o FACE NAIL END POST TO NOTES & DETAILS z W BLOCKING. m cc a z 2x BLOCKING BETWEEN p ¢ > O FLOOR TRUSS AGAINST ' z z i o END POST. LU a PROJECT NAME- tin UJ ¢ (n SUB FLOOR. ol cC W = z �' / ., .01 W .01 uii (.� W i moi' �'%\ W ,- LOT/BLOCK z O W TBI NUMBER LU Cz LL ice' ' ,/ tt's m pMODEL Z ¢ \, , ALL I zNAILS(TYP) / / W / / �- �- > FLOOR TRUSS. , C:> W 0 � /,,,, Y ELEVATION NAM N W tiz Q ' ALL W U- N z UJ 0 cG (n °eW ¢ Wu.. Vt— Up 0 z o z = E SHEET NUMBER z W � c�cm res 0 z W CAI C03= HALF WALL TIE—IN DETAIL `tcOc � o z 0° uiD8 N.T.S. ERIAL NUMBER 1009 W _3OOu_ .t ¢ VI- 0 C] ,