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1853 ATLANTIC BEACH DR - REMODEL DRAWINGS DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING 4 TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE 0.131X3" TOE NAILS PLATE SPLICE TYPICAL TOP PLATE NAILING: 2X6, 2x8 = (5) NAILS ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL•STUD NAILING: '-0" MIN. SPLICE LENGTH � 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR FASTENERS FL# CODE 0.131x3" END NAILS: / (16) 0.131x3" NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 , (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILSUNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) USP A35 450 450 (9)106 1 /2 ' (3) @ 2x6,ZONE {PSF) 'o' = 4'-6" DOOR -28 8 (4) C� 2x8 < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)126 TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (8'x7') USP RT7 585 495 5 8d EA. END SYP#2 all ROOF FLOOR 10 2 CAR USP RT8A 775 650 {5)10 x1'/ " EA. END SYP#2 DBL. HEADER, < 12'-0' (3)2x6 SYP #2 (1)A35 + (4)126 TOE NAILS 2 TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN 4'-0" MIN. ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 (7)10 x1'/2" EA. END 1. USE SPF Lou Pontigo and 2 OR BETTER FOR SEE SPECIFICATIONS �-' USP MTW12 1195 860 # TOP CHORD LIVE LOAD 20 psf 40 psf DOOR 23.9 ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') USP HTW2D 1450 1245 (12)1 6x1 /2" EA. END SEE 5/S0.0 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10c EA. END 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 PLATES AND SOLE PLATES. 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)lCd EA. END HEADER ARCHED TRANSOM OPTION: 420 Osceola Avenue _______ 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 OD TO FTG. 3. USE SYP#2 FOR ALL J DROPPED FASTENED w/ 3-0.131"x3" )ax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L 180 SHALL BE PERMITTED USP JUS28 1305 1305 EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557 / / (6)10 TO HEADER HEADERS �. HEADER FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 s SHEATHING MAY EXTEND 2" FL: CA# 8344 SC:CA#3579 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /8"0 OD TO FTG. 4. ALL WALLS SHALL BE I I _ ____ PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/8"0 OD TO FTG. BALLOON FRAMED FULL II =____= ARCHED ATTACHMENTS MUST WIND LOADING: s HEIGHT TO ROOF OR FLOOR I f I TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /e"0 OD w/ (12)164 L-- ----J FASTEN LOWER STUD PER PLANS ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON OPTION s PERMANENT TRUSS TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF * USP PAU66 2535 /a"� ROD w/ (12)166 PLAN. / SEE RIGHT KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS SEE PLAN OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4'x2-1/4 TAPCONS 5. FASTEN BOTTOM PLATE OF ® 12" O.C. WINDOW SILL SEE �`�eROpuaeuatRmr®►re1j`ej�� • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ) 1 SCHEDULE d ER j LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING i FULL HEIGHT ANCHOR ` RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB FOR SILL SIZE AND °o " """" •" r,�� p BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CON ECTORS AT INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS, ®` � �* • THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w lOd MASONRY CUT NAILS @ s " CONNECTION EACH .` ` �°,�• o BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH / TYPICALLY ,6 FULL PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING END SCHEDULE WITHIN FLOOR SYSTEM AT ALL " IMPORTANCE FACTOR --------------- 1.00 UPLIFT 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: C�d FOUNDATION PLAN ADDITIONAL RODS 6'-0" O,C, (3) ® 2x4, UPPER LEVEL POSTS & JACK S 1 m MEAN ROOF HEIGHT ---------------- 20.0 FT o i -� la a CONNECTOR SYP SPF F STENERS FL# CODE ANCHORS AT SHEARWALLS (4) ® 2x6, STUDS ROOF PITCH -__ _______________= 7/12 1 1 a A35 450 450 12-8dx1'/2'" 10446.4 5 ® 2x8• SDWC15600 SCREW S+r cV BUILDING CATEGORY II a H2.5T 600 520 5-8d EA. END 11478.3 BLOCKING ONLY REQUIRED SEE 8/SO.0 T OF o v N -------------- Ck DENOTES EDGE STRIP. INTERIOR BEARING WALL: AT SHEARWALLS AND PT. SPF#2 EXPOSURE CATEGORY .. °• � STUCCO FINISH SOLE PLATE ,. et` •. °• .` -� ENCLOSURE CLASSIFICATION --- --------ENCLOSED �sd f •® """.®> ,+` o� r-- SEE C & C CHART H8 620 530 5-106x1 /2 EA. END 11470.3 SEE PLAN FOR 5 UD SIZE ,.. •°® ,• � �` INTERNAL PRESSURE COEFFICIENT ---------- t .18 I ABOVE FOR 'a' DIMENSION , AND O.C. PACING. +,,®®yrs MTS12 1000 860 7-106x1/2 EA. END 10456.3 �\ WALL `SHEATHING ; . to HTS20 1450 1245 24-lOd 1'/2" EA. END 13872.3 SEE DETAIL 1/S0.1 ° V 77 ,;= a " +01 __JCONTINUOUS BLOCKING 'L� FOR SPLICING FOUNDATION SEE PLAN a' . g 4* ChristopherN J S a b o u r i n PE MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-106 A. END 13872.4 WITHIN FLOOR SYSTEM *� i 166 COMMONS i WHERE POST IS ;,ABOVE. OPTIONS $ 2 FL P E#71 4 61 1 1 MSTA36 2050 1870 13-106 EA. END 13872.8 +� 8" O.C. MAX. MIN. SOLE PLATE ANCHOR: o i i o r-- -i WALL FRAMING AT WALL FRAMING AT HARDWARE AND ANCHORS: -- --� 18-16d TO TRUSS/BEAM FLOOR SHEATHING, I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HTT4 3480 3080 11496.2 8d @ 3" SEE SPECIFICATION PLATE BREAK REVISIONS DATE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a '�a 1-5/8"0, ROD TO FTG. .I I ASTM A 307 OR ASTM F 1554 GRADE 36. t BUILDER MAY CHOOSE EITHER THE DROPPED WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-t 6d TO TRUSS/BEAM y - I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT Q ARCH 01.22.16 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. HTT5 5250 4670 1-5/g"0 ROD TO FTG. 11496.2 F------- I I DROPPED HEADER CONDITION REVISION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-tod 0 HEADER I I I 2 TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I I I S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-1Od 0 JOIST I I I 1�"xs" SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I i I SOLE PLATE ANCHOR SEQUENCES: FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-166 TO HEADER __ J w/3X3x0.229" WASHER SEE LARGER THAN REBAR SIX AND /e" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 L---- - J SCHEDULE FOR SPACING >� HOLD DOWN (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-166 0 JOIST THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT s SYP#2 DBL. 5 S .0 SEE 1/S0.1� ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 /e 0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE SEE / r BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5 EPDXY: ITW RED HEAD A7 /8"0 ROD EPDXIED 6" MIN 10849.6 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED FIELD ALTERATION REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSO EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/S0.1 CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGoaAssoclaTESPRIORTo LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO 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 10-106 13872.5 " BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT 3rz" THREADED ROD 1 -0" 6 SHEATHING FROM THE INTENT OF THE ORIGINAL EPDXIED 4"w 3X3xO.229" PT. SYP 2 CONSTRUCTION DOCUMENTS.ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-sd 10852.1 SHEATHING / # MAX. MIN. FIELD ALTERNATIONS MADE PRIOR TO TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL BEING APPROVED BY LOU PONTIGO a GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS CONTINUOUS FOR SPACING SOLE PLATE BREAK EDGE W/ BLOCKING ASSOCIATES MAY RESULT RINGO TO UPPER I 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 EPDXYOPTION ANCHOR ANCHOR OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD AND O.C. SPACING. I WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: SOLE PLATE SUPPORTED EDGES, I RAISE }�" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES SHINGLE_ MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS C� 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). -A 8d Q 3" SEE DET/AILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE ON S1.01( ON S1.01 - PLAN AND FASTEN z �/ TITEN HD 48" 24" 3x3x0.229" 4" 2" Ili - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 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). - w/8d @ 3" O.C. EXAMPLE OF UNSUPPORTED F-- 1 � � � F--- � EPDXY 48" 24" 3x3x0.229" 4" 2" (UNBLOCKED) PANEL EDGE METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'--0" OF ROOF EDGE). I I Y WALL SHEATHING SPEGFlCATIONS: MAS 48" 24" N/A N/A N/A (TYPICAL) I I L. I NOTES: (-� FLEXIBLE FINISH-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHE„ HING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM LATE TO UPPER TOP PLATE. I I I I I I NAILING TO INTERMEDIATE L ! FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARD[ PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. - 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO L--------J L--------J L------_J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. �T-FROOF W STUCCO FINISH.-MIN. 7/,e", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d Q 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (LION) TRUSSES, OR ( �"1 I )I MASONRY SPECIFICATIONS: MULTY STORY 2• WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. v W C SINGLE ST Y 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 8 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/)1/2"0 ROUND N 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMR. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR AY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. Ly. c CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TVP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL Et SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): S0.0 SO.O SCALE: 3/4" = V-0" S0.0 SCALE: 3/4" = V-0" W CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL ELLS 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". Z 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 BO DS, STACK BOND SHALL NOT BE z" �'/i"--1 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 HALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 106 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. S ALL BE INCREASED AS NOTED ON 2 PLY NAILS T G O.C. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON BEAM. STAGGERED aN 0 Z CLAY MASONRY (BRICK): SDWC15600 3 PLY BEAM. N a 2x4 BLOCKING X24" O.C. FASTEN /1/ /� BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, 0216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-10d 4IL.LV_ V` .j Ln CQNCRETE SPECIFICATION FRAMING (1) ROW OF 106 ° TOENAILS Uj PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d a ° NAILS @ 4" O.C. ° ° m 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 AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. r } AT 12" O.C. W CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING .�. EA. SIDE. 2x6 MEMBERS: AT HORIZONTAL JOINTS. `n (2) ROW OF 1O STUD BELOW ROOF SHEATHING, SEE :D GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 126 � � NAILS ® 4" O.C. LOWER TOP 4-106 HEEL 1'-0" AT 12 O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS Q C) EOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES 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 REPORT13 RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ORTHOGONAL VIEW 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 (CLA ) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 POST CONDITIONS ( i SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN " OF CORNER ® W FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS ND LOCATION FROM THE (3)ROWS OF 5 (3)ROWS OF 63 " 0 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 IZE OR LOCATION IS NOT SIMPSON It TRUSSLOK TRUSSLOK /4 DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD �•+ SEE ROOF FASTENERS ® 24"o.c FASTENERS 0 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 ® 48" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN SIMPSON 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 CORNER WALL INTERSECTION BAR DIAMETERS DETAILS SEE ROOF CONDITIONS CONDITIONS SHE THING MAY SDWC15600 TERMINATE AT SIMPSON 3-PLY CONCRETE SLABS ON GRADE: SIMPSON SDWC15600 FRAMING 4-PLY NOTES: SDWC15600 TOP OF DBL. PLAN FOR " 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TOP PLATE. SEE NOTE 10 O TERMITES. SAWCUTS: FOR CONTROLLED CRACKING 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. SEE NOTE 1 DETAILS 14 LVL AND GREATER 2. �-- DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE r , WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED V ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL A TACHED 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 SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STU SPACE 0 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 IN TALLED AT ALL TRUSSES AS 5 ROOF TRU S CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY B ACING PER '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 TRUS . WHEN USING (2) STRAPS ON S0.0 S0.0 S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. DESIGN KING STUD TO TOP PLATE: TRUSS TO PLATE: VI �I ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: ENDS OR OPENINGS LESS 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 E1514 AND BE INSTALLED FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND WATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIREDUU THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS (� D A THAN 4'-6" FOR GABLE ENDS. • GENERAL WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDA BREVIATIONS PLATE TO HEADER: NOTES KING & JACK ' STUDS SEE PLAN KING & JACK SDWC SCREW CONNECTION STUDS SEE PLAN 24" O.C. MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL �71 TYPE BUILT-UP POST IN THE WALL 2 126 TOE HEAD OR 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.IFA DIMENSION IS L31/2 x31/2 X1 4 4" 6'-D" GABLE X-BRACE, SEE DETAIL 10/S0.1 HEAD OR SILL 2X6 WALL UNCLEAR REFER TO THE / �� ]_/s (MIN) SCHEDULE TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS R 7 PLATES SEE ARCHITECTURAL DRAWINGS OR L4x3/2"X/4 6" 8'-0" H6-1/ HEADER SIZE, JACK AND KING STUD SCHEDULE CONTACT THE E.O.R. _ DESIGNATES SHEARWALL. THE QUANTITY_ ROUGH OPN'G, SEE ARCH DBL TOP PLATE TO STUD FACE NAIL (2-166) 3-GUN NAILS � � _�_�__ _�_ HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS.TO PLATE: L5x3/2"x/4 6" 10'-0" ---- WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6 2" ROUGH OPN'G, SEE ARCH SDWC SCREW PLAN NAME RIM JOIST TO TOP PLATE TOE NAIL (8d ® 6") GUN NAIL ® 6'° Sw SCHEDULE NAILS EACH END. STRAP L6x3'/ " i/ 6" 12'-0" TO BE APPLIED. 8d ® 3/6 2 x + NAILING KING STUD TO BOTTOM PLATE CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS � � � 8dC�D3" 6" DESIGNATES 8d COMMONS ® 3' ATTACHMENT CAN BE INTERIOR OR AN ASTASIA COASTAL L7x3/2'x/4 6' 16'-O' O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON 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 c, SIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: outer S MK LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED IS r RESISTANT COATING OF EPDXY BASED VENEER ADJ - ADJACENT LG - Long JACK TRUSSES LESS SDWC SCREW 0 JOIST TRUSS TO PLATE TOE NAIL (2-166 3-GUN NAILS PAINT. GABLE ENDS OR 2-STORY DATE / ) I - -I BM - BEAM MANLF - Manufacture THAN 8' OR OPENINGS LESS RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT - BOTTOM MON - Monolithic WALLS THAN 3'-6" 24" O.C. 2X4 WALL l 01.22.16 2. LINTEL MORE THAN 8'-0". SHOULD II_-____, BARRIER BRG - BEARING OC On Center HEADER FASTENING SECTION "s' JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE BE LATERALLY SUPPORTED NOT TO I It2-2221 DBL - DOUBLE PERP - Perpendicular G1 ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-166) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I DIA - DIAMETER PRE NG - Pre Engineered v} w AS NOTED KING S UD F I CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE SCREWS INTO HEADER PROVIDE A '/2'° ____� LINTEL EA - EACH PSF Pounds per Square Foot � � it $ CS18 STRAP W/6-100 71N� Q (� LPA No. VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STR ACHMEQ {j)CONT. HEADER TO STUD TOE NAIL (3-166) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X1O INTERIOR OR EXTERIO OF WALLTOLL-15-00743 ( ) 3. BRICK VENEER ATTACHMENT: __ EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED IE Fo�.WWCONTROL Na. STUD TO SOLE PLATE TOE NAIL 3-166 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REIN - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE w/8-106 COMMONS GABLE ENDS OR N{IjjAT LOWER LEVEL HEADERS 4350 SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL ® 8" TIES t�D 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS FDN - FOUNDATION SPF Spruce Pine Fur MULTI STORY THAN 8' OR OPENING LE WIND-ZONE VERT. TIES @ 16" O.C.). SEE PLAN BRICK LINTEL, HOLD DOWN IS SPECIFIED SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP Southern Yellow Pine SINGLE STORY (STACKED WINDOWS) MULTISTORY THAN 3°-6" 12" OF OPENINGS. PROVIDE-3/1,,"O WEEP SEE SCHEDULE (UNSTACKED WINDOWS) 3"xO.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANKFTG - FOOTING THRU - Through HDR - HEADER TYP Typical 2'°x0.113"0 = 6d 2/2"x0.131"0 = 8d HOLES CSD 33" O.C. IMMEDIATELY ABOVE SEC11ON VIEW 8 TYPICAL `DER STRAPPING � HORIZ - HORIZONTAL LION Unless Otherwise Noted SO.0 3"x0.148"0 = 10d 3/,%0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical S0.0 11/2"x0.148"O = 10dx11/2 11/2"x0.131"0 = 8dx11/2" WWF Welded Wire Fabric SHEET 1 OF 9 2x6 SYP#2 BLOCKING BETWEEN t 2 NAILER EA. TRUSS. FASTEN TO TOP 2x6 SYP # PLATE w/ 10d 0 4" O.C. WALL SHEATHING FASTENED TO TOP Z!� i ,. PLATE w/ 10d @ 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING @ 3" O.C. �� t,//, ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. 6" (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP MAX4 NOTCH HEADERBLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE AT SHEARWALLS ANO Lou Poatig, and STUCCO FINISH P RCH SHEATHING, HEADER VB PORCH e Associates, Inc. 5-8d COM SEE SPECIFICATIONS EACH SIDE BELOW END HEADER, COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING @ I 8-GUN NAILS SEEDPLAN. PERPENDICULAR U 420 Osceola Avenue @ 8" O.C. II SHEATHING SPLICE @ 8" O.C. 24" O.C. BETWEEN OUTER WALL P CH P L HEADER & SUPPORT FULL HEIGHT DETAIL B Jax. beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. �(2)MSTA24 ANCHOR OR DTT2Z Ph.242-0908 Fax. 241-9557 � PERPENDICULAR STRAPSHOLD DOWN AT 2)2x4 WOOD FL: CA# 8344 SC:CA#3579 CONT. RIBBON8d COM ® EACH END w/ 3-0.131x3" NAILS ELOW. & (1) ADJ. CONT. RIBBON BOARD TYP r 3" O.C. (TYP) TO AL BASE OF POST TO PORCH HEADER. WALL BOARD (TYP) ` ( ) OPTION A EACH SIDE FLOOR SHEATHING FLOOR FLOOR _ - I OF SPLICE TRUSS 24" 16 GUAGE POST BASE: STUD WALL FRAMING TRUSSES TRUSSES OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- PO T 24" 16 GUAGE 4x4 POST:ABU66 - SHEATHING SPLICE DIAGONAL 10dx1J�" EA. END BE OW STRAP w/11- 6x6 POST: w/ 2x SOLID BLOCKING LSTA12 FOLDED OVER TOP AT SHEATHING EDGE ��LQg4k'90►'atQ11pil/Bare'®e®�s�s�� 10dx1 EA. END DOUBLE TOP PLATE 8d COMMON WIRE NAILS ®" KK FASTEN EA. Yi" PLATE w/5-10d NAILS END w/ I L`_',_ PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-1od TO BLOCKING 3" O.C. I ®�®® ®,,* ••,,+ 'f.,P a, 3/q° OSB or PLYWOOD 3-10d COMMONS PORCH HEADER, �\_ SLAB HEADER 6" NAILS INTO BEAM. SPACE I "®��";•' SS' s°+ � M RIM BOARD Y4" --- ---- Cj SEE PLAN 7 SHORTER THAN MAX A @ 48" O.C. OMIT IF WALL TS16 ' z II FLOOR SYSTEM. ALIGN ONFACE OF OR JOIST ` \ 4 eo m WALL FRAMING CEILING WALL FRAMING TRAPS �MSTA24 SidROD ROOF TRUSS / ' WALL FRAMING I VERTICAL JOINTS WITH LINE IC-4 STRAPS EPDXIED 6" MIN ° FOR PER WALL SHEATHING TRUSS CONNECTION =-� s SHEATHING SPLICE I INSTALL FLOOR TO ° JOINTS LAN VIEW F PLAN VIEW OF ELEVATION VIEW OF BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER 8-GUN SEE DETAIL B ABOVE CbF OPTION 1 OR 2 PORCH HEAD R PORCH HEADER PORCH HEADER NAILS CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH � �'��(*m®*� o ✓�.® AT SHEARWALLS AND EACH SIDE T C P S POST AT POST FULL HEIGHT STUCCO FINISH OF SPLICE ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. OPTION 1 OPTION 2 PnRt H SHFATHIN SPECIFICATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PARALLEL TRUSS '/2" GYPSUM (WA ER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. OR OPTION B TO PORCH HEADER. DETAIL A Christopher J Sabourin PE NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/," (OR GREATE;) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD F L P E#71461 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED 4 WALL ADJ. TO ROOF CONNECTION WALL SHEATHING AND STRAPPING OPTIONS 2 TYPI�AL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 1 FLOOR TO FLOOR S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. ARCH 01.22.16 REVISION 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 AA A I 2-SIMPSON H2.5T. FIELL7 ALTERATI�1 TRUSS. BOT. CHORD w/ 0.131x3" @ 3" O.C. I I A I I I R A B A B FLOOR OR FASTENED TO SHEATHING w/ Sd @ 3" O.C. ROOF ------- ---------- CONTRACTOR SHALL CONTACT LOU 2x4 SYP#2 CATS AT 12" ROOF TRUSS. TR SS. PONT GO&ASSOCIATESYTRUURAL I TO 0.C. FASTENED TO TOP SD WC 15600 - -------- ---------- MAKING ANY STRUCTURAL FIELD PLATE TE ED TO 1x3" 1114" SHEATHING FASTENED TO @ 32" O.C. II II I MODIFICATIONS WHICH MAY VARY COMMON. MAX. TOP PLATE w/ 10d @ 3" O.C. SCREWS ❑ FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS,ANY FIELD ALTERNATIONS MADE PRIOR TO SHEARW LL g D D D D 2x SYP#2 CONT. ATTACH 16" MAX. OSB WALL BEING APPROVED G LOU ING OR fi FASTEN CATS EACH END w/ II SHEATHING B C C ASSOCIATES MAY RESULT IN ON TOE NAILS II TO TOP PLATE AND TRUSS ADDITIONAL ENGINEERING oR 3 0.131x3" COMM I, w/ 0.131x3" @ 3" O.C. EDGE OF wsPECTIONFEEs. II 2x MAY OVERHANG TOP PLATE. SHEARWALL C C SHEARWALL OR SHEARWALLS 8d@301/6$1 f EXTERIOR WALL SW 8d@3" 6�� PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To ROUGH OPENING, SEE ROUGH OPENING, SEE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-csls I TRUSS UPLIFT TABLE AT LEFT_ STRAP KING POST TO I TRUSS UPLIFT TABLE AT LEFT ALTERNATE A ALTERNATE STRAPS WHEN FULL HEIGHT POST BELOW WITH 2 EIGHT 7 Z *- UPPER TO LOWER STUDS 0- UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT ROOF FLOOR DECK 10d @4"O.C. SW 8d@3 6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED 0 /,R_ OSE DIAPHRAGM FASTEN TRUSS. FLOOR _ TO NAILER w/ (1) ROW 8d • � 2x4 SPF#2 CONTINUOUS TRUSS. END STUDS TO FOUNDATION (� END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION r } _ T 3" O.C. FASTEN TO TOP ! !'` LEDGER FASTENED TW 8d03 6: HTT5 OR HDU5 5W 8d@3/6: HTT5 OR HDU5 \../ PLATE w/ (2) ROWS 7/is" OSB TRUSS WEBS WIT (�- S PLATE ANCHORS ( SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR OF 8d 0 3" O.C. ' BLOCKING w/3-0.131x3" SHEARWALL NOTES: IEE SCHLDULE ON DETAIL 3/SO.O SEE SCHEDULE ON DETAIL 3/SO.0 CALL OUT CALL ouT PANNEL COMMON. 1. AT ROOF TRUSS, W 2x4 SPF ��if � " FLOOR A H2.5T +i� 32" O.C. TOP & BOT A LS18 � 32" O.C. FRAMING CONTRACTOR MAY SHEARWALL NOTESUj C] SYP 2 2x4 NAILER FASTENED ALL AROUND 1 CHOOSE A,B,C,D, OR G. 1. PROVIDE 746" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN a SEE PLAN r n TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT P,LL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS V 1 (2) ROWS 0.131x3" @ 3" O.C. 3-0.131x3" NAILS @ 6" O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. INTERIOR I PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HOT THREADED ROD SEE PLAN D FULL HOT THREADED ROD SEE PLAN SHEARWALL. I COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) SW-2 SHEARWALL OR 5-16d NAILS EXTERIOR WALL TRUSSES. Uj ALTERNATE E (TYPICAL) 3. USE ALTERNATE 3. FASTEN ALL INTERIOR SIV) TO ROOF OR FLOOR TRUSSES PER 5/S0.1 U Uj ALTERNATE D ALTERNATE F E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TRUSS T C ME 5 SHEARWALL ATTACHMENT AT ROOF 8 FLOOR s TYPICAL SHEARWALL ELEVATION E029 7 HEADER TIE DOWN �-- S0.1 SO.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN O Z L < W 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS 8d COMMON NAILS ROOF NAILS (T ) 12x4 SYP#2 OUTLOOKERS TRUSS BRACING 1•)ALL BRACING LUMBER SHOWN, EXEPT AT 3" O.C.(TYP) TRUSS OR BETTER OR 2x4 SPF#2 OR BETTER. @ 24" O.C. FOR T-BRACE SHALL BE 1x4 SYP#3 2x4 BLOCKING. FASTEN EACH END w -10d H3 OR H2.5T HURRICANE CLIP @ EA. (LION) 4< WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (1)(4) TRUSSES BRACE PER w/ 4-12d NAILS AT EACH RAFTER. 6 10d COMMONS 2.)BRACING LUMBER SHALL INTERSECT ROOF SHEATHING (4) TRUSSES APPLIED I I THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I,I DELEGATED TRUSS ENGINEER. � o L,{J I I 3.)PERMANENT PERMANENT BRACING z_ 2X6 BRACING APPLIED TO I I ANGLE FRONT SIDE OF WEBS. I°I WHERE NOTED ON TRUSS MFR. SHOP r n ROOF TRUSS) ROOF TRUSS DRAWINGS. THE CONTRACTOR SHALL u , [_I SIMPSON H3 w/ 10-8d COMMON BRACE PROVIDE 1x4 SYP#3 OR BETTER SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS T-BRACE FASTENED TO °� BOTTOM CHORD BRACING TO EACH STUD, PER ATTACH TO EACH STUD, I; AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP PERPENDICULAR TO TRUSS BOTTOM C SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ E T 0 E THE I I CHORDS AND ATTACHED TO EACH L BLOCKING RAFTER LENGTH LENGTHS > 8'-0". S BRACE , BE THE B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE SAME SIZE, SPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT A-SINGLE LEDGER LESS THAN 4TH FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK @EACH AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS PRODIDE MTS12 OR CS16 DIRECTLY @ 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER TRUSS SHOP DRAWING FOR QTY. AND I I (APPROXIMATELY 45%) TO THE 0 0 REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W/ 3-10d TOENAILS LOCATION. IF MORE THAN (1) LATERAL I°I ADJACENT EXTERIOR PERPENDICULAR 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/,"ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"ox6" SDS SCREWS BLOCK TO DBL TOP AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1251-1540 2x10 w/ 10-0.131x3" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING � MATERIAL. THIS REQUIRMENT IS NOT 1540-1850 2x12 w/ 12-0.131x3" IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT NECESSARY AT HIP ROOFS. AL TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I 0.131x3" TOE NAILS @ 8"O.C. ALONG EXTERIOR .WALLS PARALLEL TO LEDGER A NOTES: WHERE A LEDGER IS INDICATED FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT I TO DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. _ I� LINE OF BOTTOM CHORD BRACING ATA TYPICAL X-BRACE w/ 2-16d INTO BOTTOM COMMONS LSTA12 @ 48" O.C. OR DBL TOP PLT MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF 11 PERMANENT TRUSS BRACING DETAILS WHEN 8 LEDGER CONNECTION WHEN 9 DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN OTED TRUSS TO LEDGER CONNECTION BY TRUSS OTED SO.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0. NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 50.1 SCALE: 3/4" = 1'-0" MIN 2 PLY STUD MIN 2 PLY STSTUDS UD S0.1 ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS PLAN G? X I FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD OR AM w/12- WASHER -"F ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w UN O o _ V_V __ FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.131x3" GUN 0.131x3" GUN NAILS 2 MTS12 SIMPSON HTT5 OR ( ) DOUBLE_ FASTEN w 18-1 od FOLD OVER TOP PLATE ° NAILS 2 MTS12 ANCHORING SYSTEM: THE THREADED ROD ANCHORING / HDU5. FASTEN ° ( ) FULL HT. SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN w/18-10d � o UPLIFT OT SCALE DIMENSIONS F SOLE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THEA 26-10d COMONS TH DRAWINGS IFA DIMENS NIS ° ° SIMPSON OTT2Z ° DON ROM PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE JJII ESE D CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE w/8- Y4"x1Y2" �I UNCLEAR AL DR WINGS DOUBLE TOP SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x ° SDS SCREWS ) O ARCHITECTURAL OR PLATE �" STEEL WASHER. °°° ( 2.5T 2.5T rG WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 �' IJ o• SIMPSON FULL HEIGHT A HITECTURAL DRAWINGS • ° 2 H 2 H CONTACT THE E O R THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) 3 " FULL HEIGHT MINIMUM 2 PLY • LTT206 THREADED ROD O OR POST. /a ° ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD YiTHREADED ROD WITHIN 6'° OF FULL HEIGHT I MINIMUM ° EPDXIED 4" MIN OR =� GIRDER (SEE PLAN) 2 PLY AT 2ND STORY PLAN NAME THREADED ROD PROVIDE A HOLE IN THE PLATE '%" LARGER THAN TH 2 PLY " THREADED DIAMETER of THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY Yzx6" TITEN HD STUD STUDS PROVIDE AN ASTASIA COASTAL SEE PLAN ELEVATION ROD EPDXIED I THREADED ROD 2 CS18 STRAPS O SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE „ °, I " " O (SIMPSON CNW OR EQUAL) MAY BE USED w CASES AGAINST PLATE 1 CS18 STRAPS 7.5 MIN I�Ij EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED STEEL COUPLER ---4-- WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS f'� Yzx6" TITEN HD (FLOOR TO FLOOR) C5 MK LAP (OPTIONAL, LOCATE ® FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLERDATE (FLOOR TO FLOOR) I' MINIMUM AS NEEDED) ANCHOR -- IN HOLE. RODS MAY BE SLANTED FROM TRUE " RODS - THD37634RC (%%04 VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO f 2 PLY HOLD DOWN SEE PLA AT SILL PLATE AT TOP PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z 3i�" ROD H477Z 01.22.16 SECURED OVER THE WASHER TO A SNUG-TIGHT w/8- Y4"Xix" HTT5 „ ROD H4T5"" SCALE FULL HEIGHT ANCHOR INSTALLATION CHART COND17ION PLUS ONE-HALF TURN OF A� AR BUILT-UP P POST, BUILT-UP P POST, FLOOR WRENCH (APPRO)OMATELY 30 FT.-LBS E) SDS SCREWS AS NOTED FRAMING OA © O OF DUE TO SHRINKAGE AND COMPRESSION OF BUILDINGIL SEE PLAN. SEE PLAN. THREADED LPA No. FULL HEIGHT ROD 0 WOOD F :*E CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-11GH7EN NUT 7D 30 THREADED ROD- r FOUNDATION, HOL_ HOLE SPEC, DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE TOLL-15-00743 o. SEE PLAN PER PLAN. 3/8 1/2'16 '/2"0 2x2x'/e" 4" 4" 2" 3" COMPLETE AND PRIOR TO INSULATION. 3/""o ' „ EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z I--TTS OPTION 1 OPTION 2 ` CONTROL No. EMBEDMENT 5/8 3/4"o 3x3x/a 7.5° 12" 2Y2" 3 DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR FULL HEIGHT TR CONVENTIONAL 4350 DEPTH O MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD SHEET FULL HEIGHT ANCHOR REQUIREMENTS WALL SECTION THREADED ROD INSTALLATION CHART Y8" FULL HEIGHT ROD ALTERNATE S0.] 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM es � ATTACHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL �� 1s GIRDER / STRAPPING S0.1 ALTERNATE S0.1 S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN i OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING DOUBLE TOP PLATE - - . . . . . POST TO TOP PLATE w/ ROOF SHEATHING PER • • • • FULL HEIGHT (2) SDWC15600 SCREWS • • • • • • • . THREADED ROD CONSTRUCTION SPEC's Lou P o n t i g o a n d 10d COMMONS 1/2"x10" S.S LAG BOLT Associates, Inc. EXTEND HEADER TO ® 6"o.c / FAR SIDE OF WALL 2 SPLICE 2x6 x 4'-6" P.T. SYP NO.2 420 Osceola Avenue 6x6 POST / AS SHOWN. 2x6 SPF#2 RAFTERS Jax. Beach, Florida 32250 ` C�? 24"o.c XEXPOSED RAFTER TAIL TO EACH ROOF s s s " ` Ph.242-0908 Fax. 241-9557 4'-0"x4'-0" PIECE OF WALL 2x6 SYP#2 LEDGER H2.5T TRUSS ® 24' O.C. SHEATING INSTALL AT UPPER w/2-1/4"x6" SDS "� FL:CA# 8344 SC:CA#3579 (2)2x6 CORNER 1" BELOW GARAGE HEADER SCREWS ® 16"o.c JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A ' AND (1) _ SHOWN) 3�0,. KING. PRE—ENGINEERED- WOOD RE—ENGINEERED WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING ER j, sea's FASTEN SHEATING TO HEADER w/ 8d COMMON Q8. GALV. BOX NAILS LAN 12d COMMON RIPPED TO FIT re.» x 6x6 POST SEE IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (2)H2.5T WIRE NAILS �� WITH GAP SHOWN �!' `�D 01 __. (STUDS, BLOCKING & SILLS) TYP. ® 4" O.C. 4x4 HORIZONTAL LEG �• a a �4- "o+ STAGGERED cSOFFIT, SEE s Cj" 6 A 3-10d TO[.NAILS %%8" LAG SCREW M ARCH. m _ DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS EACH SIDE RECESSED =MI � 6x6 POST WITH ABU66 4x4 DIAGONAL y SS OF EPDXIED 2THREADEDs ROD „ TOP PLATE 1'-4" FASCIA P.T. SYPH,® L® ®��®m•'�✓�,� nt ,� x8" LAG SCREW RECESSED � � SHEATHING MAY 4x4 VERTICAL TERMINATE AT TOP OF DBL Christopher J Sabourin PE TOP PLATE. ALL EXPOSED METAL F L P E#71 461 CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL RAFTERTAIL DETAIL REVISIONS DATE WHEN 1 GARAGE WING WALL FRAMING LESS THAN 12" 2 SHED ROOF - BRACKET DETAIL 3 ARCH 01ED � REVISION 01.22.16 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: 3/4" = 1'-0" S0.2 SCALE: 3/4" = 1'-0" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. STUD TO TOP PLATE: SDWC15600 SCREW. 0 32" O.C. U V s STUDS TO TOP PLATE STUD TO BOT PLATE: (� BOT PLATE TO TRUSS SOWC15600 SCREW. Y+"x4Xt" LAG SCREW—\ a 32" O.C. Uj WITH ROUND WASHER r n AT EACH FLOOR TRUSS w Q 1� W W STUD WALL, U W SEE PLAN. I STUD TO BOT PLATE: CONT. SHEATHING TO BOT OF OSB BLOCKING UOT PLATE To TRuss TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. FLOOR TRUSS. NAIL TO EA. FLOOR LPANEL BETWEEN Y,"x4XZ" LAG SCREW a 24" O.C. TRUSS w/2—ROWS OF 8d COMMON i TRUSSES. WITH ROUND WASHER NAILS CD 4" O.C. i 0 Z AT EACH FLOOR TRUSS CS16 STRAPS ® 32" O.C. , SIMPSON LTP4 FASTEN TO RIBBON BOARD & I BETWEEN I r l vi BLOCKING w/ 2-8d NAILS.-\I EACH FLOOR W ' TRUSS CONT. 2x4 NAILED TO EACH TRUSS w/2-12d COMMON NAILS ' 2x4 BLOCKING BOT, OF FLOOR TRUSS SIMPSON HTS16 STUD WALL, TRUSS OR BEAM PARALLEL TO WALL ABOVE ATTACH TO FLOOR TRUSS EACH FLOOR SEE PLAN. w/2-12d TOENAILS TRUSS 4 WALL STRAPPING DETAIL 5 1"RUSS OUTRIGGER SECTION 0 z W S0.2,j THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: N.T.S. r n L I m W S 0 o U I MISC 71 FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANASTASIA COASTAL DESIGN/DRAWN/CHECKED CS Z MK LAP DATE 01•.22.16 SCALE AS NOTED LPA No. TOLL-15-00743 CONTROL No. 4350 - SHEET �w S®2 r. SHEET � OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE .- DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL 74%7 ; �7 DESIGNATES SLAP RECESS Lou Pontigo and --- BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA# 8344 SC:CA#3579 12x12 PIER BELOW ARCHITECTURAL COLUMN. ABOVE TOP OF COLUMN MONO FOOTING TO - t IS 6 ABOVE PAVERS. S1.01 _ S1.o1 STEMWALL w/ 2-#5x30 ,+°' \ REINFORCE w/ 2-#5 DOWELS EPDXIED 6" MIN. '•' * ��*,Zr=h- .. n w 7 ;"., .,. .'a. i r ;t!\i - r,,+ p ;::�� ■° A ..,''•,.,, .>;C y4 ",-`,}:. ,,"C";,x..vti` , ,}^sS ?C _t. \. ;�..::a.,;s. m ■ ., .,• ..: :... .. ,: .5 S,.x'3.'.rw z ..,,?._, _ __.- ... '; ...,Y+` - . .:.E:'Y c?. r - i i F3.0 '',�,t °•• L P.°° eta` N MONO F00TING TO nl I I ,` ¢' °•°.■ �■ ®°'�� @�' N STEMWALL w 2- f �3f)„_._ _ ._.___ ______ �, I � I ®''''°eA�,, , .,:, ��►� ��`' I 9 I I DOWELS EPDXIED 6� MIN. I F3. 11 y Christopher Sa o rin S1.01 I I co I I� I p 1 V u PE I� S1.01 FL PE#71461 s I PAVERS BY OTHERS I - ) �_ 6 PROYI,DE 2-#4x4'-0" I I 1 I REVISIONS DATE I I I 4 CON RETE SLAB w/ - 51'01 - I CORN R CRACK BARS I 14 9 ARCH FIBERME H@ 1.5 LBS O YD I I I S1.o1 Q 01.22.1 AT S AB MID-DEPTH. I REVISION OF CON�RETE OR 6x6 W11.4xW1.4 F-1 I I I I 1 1 I 11 I WWF ON = 6MIL VAPOR BARRIER los �i I L_ `• - J _I 1 S1.01 IE I IN PREPARED_-GRP;DE:�F----__- LL L I o F3.0 27'-1" MONO (FOOTING TO MONO FOOTING TO ' - „ I € � , 11 STEMWALL w � 2- 5x30" PAVERS I STEMWALL w 2- 5x30 ° I # FIELD ALTERATION x / #„ iri 1'-11" II 6 DOWELS EPO�I�D 6" MIN, I IBV OTHERS } I DOWELS EPDXIED 6 MIN. I I PROVIDE SAW CU�T-�...>--PE-R- r ; S1.01 coNTRAcroRSHALLcoNTACTLou - - y PONT GO a ASSOCIATES PRIOR TO r_._ - j y MAKING ANY STRUCTURAL FIELD F I� , C'. COORDINATE WITH, FINISH it - L_�__ MODIFICATIONS WHICH MAY VARY I 5/S1.0, BUILDER TO 1 I �_ .' s� r � � A%'x FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY _, FIELD ALTERNATIONS MADE PRIOR TO ?v� FLOOR MATERIAL. �' 11 - 1 - - - - - - - - - I -1 6tioi>. I i I I I - �- -1 F BEINA ASSOCIATES MAY RESG APPROVED BY LOU ULT N O 1 ADDITIONAL ENGINEERING OR I I I I 51.01 I I INSPECTION FEES. F_ m 6 I I--- 6 -1 I I I � 51301 I ,4 I S1.01 S1.01 I I I I rn u 0 _ I I LU � _ 1 n�: S1 01 -''IAWCUT F3-. NJ I u7 F Ii _ Q _ _ I I d5 0 -612 -2 -0 7 -10 cnIl w LLQ 1: I i I LF2.0 L- ------------ ° 10B I _ 6 C7 I I I 1 Iii 1 ° S1.01 S1.01 0 ti �` I � I 1 1 _ _ _ SAWCUT - - - - - - - � I _ I I 6 I I /6\ ' I I Q W 1 7B II II S 1.01 I ; I II S1.01 651.01 Q`v�I 51.014" 7 I i QEJ- LU I o ! I r 2.5 I ITF3.0 I 0 O �- - - - -- - I- - - - L -_ - - - - - - - - - - - - - - - � - - - - - � s - - - - - - - - - - - --__-__-- I - 'L I 3 - - � LP S1 01 2 =a 1 3 S1.01 �' _ S1.01 S1.01 O 0 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. PLAN NAME FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD FOUNDATION PLAN DESIGN/DRAWN/CHECKED ANASTASIA COASTAL BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. CS MK LAP 3-#5 EA. WAY BOT. 1'-0" 2'-0" 2'-0" F2.0 UNLESS OTHER NOTED SCALE: 1/4" = 1'-0" DATE 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 SHEARWALLS 24" O.C. 01.22.16 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 (SW 8dO3"/6") SCALE 4-#5 EA, WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 SOLE PLT 0 # 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-15-00743 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 4350 REFERENCE ONLY. EXAMPLE - SOLE PLT ® 36" = 36" SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED P S1 .0 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF g 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. 3 ' NIF 5 CORNER BARS (TYPICAL) � SEE 7B S1.01 8" CMU OPEN BOTTOM LINTEL SEEE3PSAOTOE ANCHOR, Lou Peontig, d AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE / / o and 4'-0" HIGH, NOTIFY E.O.R. CORNER BARS (TYP.) BLOCK w 1— 5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, / # WHEN SPECIFIED ON PLAN. 420 Osceola Avenue LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL 4J ISLAB ON GRADE, 51 SLAB ON - SUPPORT DETAIL. • _ )ax. beach, Florida 32250 SEE PLAN. s 2 ° ,r" V-----� GRADE Ph. 242-0908 Fax. 241-9557 - F L:CA#8344 SC:CA#3579 SEE PLAN. AN GRADE OR CONC. - SLAB, SEE PLAN. �`' 'l ` �' \ ` Y _ t , #4 DOWEL TO MATCH VERT. F '' SHOWER PAN SLO ES TO DRAIN SEE ARCH SLAB ON 8" CMU STEM WALL W/ 'gyp®�`A®avueto®aaeatt�earsamro+ ,�. \ '•-'\ ti 7 #4 VERTICAL DOWELS Ca? 24 O.C. �� ® ` a STEMWALL SCHEDULE , -� ,m , -� STEMWALL REINFORCING (SEE °�� / GRADE— 4 °`� °a} °° - /"- `�� ` PLAN. MAINTAIN MIN, SLAB THICKNESS. h - / 90° BEND INTO FTG. ® e `p� 00 A. SCHEDULE w 6 HOOK INTO ^ z / �, CMU REINFORCING ) / / i s ` \ ,. �.° �°�` \/ r'' SEE PLAN , COURSES y �; — /f .�- _. 1, FOOTING. LAP VERT REINFORCING 1 TO 6 #4 VERT. @ 48"O.C. , .. \,, 25 IF STEMWALL IS GREATER �, �\ ,4\ ® W a %j THAN (3) COURSES. 7 TO 10 #4 VERT. @ 24"O.C. �� - ^I -� �� ° r�/� STEMWALL SEE 1 /S1 .01 ro t-' -� ST 0 e ° 11 TO 12 #4 VERT. @ 8"O.C. L _' �... G FOOTING �� ®®•��I !®°p•,•••��tra�,4. -a r CONT. CONCRETE FOOTING ' CONTINUOUS CONCRETE A, N 1-STORY, w/(2)#5 CONT. 3 CLEAR -,,,,� « .,,.°.• STEMWALLS OVER 6 COURSES TO 8"d x 16"w / TYP HAVE TRUSS TYPE HORIZ. JOINT Christopher''J 'Sa� ourin PE REINF. BETWEEN EVERY OTHER 10"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. COURSE. FILL CELLS SOLID. 10"x20" FL PE#71461 w/ 2—#5 CONT. rREVISIONSARCH DATE 1 STEMWALL FOOTING 2 FOOTING / SHOWER RESESS 3 GARAGE STEM WALL REVISION 0122.1 S1.01 SCALE: 3/4" = V-0" S1.01 (IF REQUIRED) S1 .01 (IF REQUIRED) FIELD ALTERATION 1" DEEP SAWCUT w/ SLAB ON ORADE, CONTRACTOR SHALL CONTACT LOU ELASTOMERIC SEALANT /SEE PLAN PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 8x8 PRE—CAST LINTEL, FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY w/ 1—#5 FIELD ALTERNATIONS MADE PRIOR TO NOTES: BEING ASSOCIATES MAY RESUAPPROVED BY LOU LT N O a 1) PROVIDE SAWCUTS TO CREATE ADDITIONAL ENGINEERING OR INSPECTION FES. APPROXIMATE 12' X 12' MAX. 'Q. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. FLOOD VENT, SEE NOTES ABOVE ----_--_ 7 Z STEP, SEE — `/ , p ,`7`' LD (4" ' ARCH. �� JAMB REINF. 5 SAW CUT DETAIL (4 MAX.) EQUAL TO SLAB V) THICKNESS. QUj S1.01 #3, BENT BARS �., 7B @ SLAB RECESS CII W Q 18 O.C. w/ 2'-0" TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. -�- IiI I II=HI=111�I11=til=III=lII ) I�I11=111=111=III=III=ill_ C 0 GRADE AND ANCHORAGE PER WHEN STEP IS GREATER BRICK VENEER IS fir--IIi,=1 I l' =il!— 1= 11=III—III=til—=�!P Ili I11--11i={I1=111��11=111=I1 ACCEPTABLE WITHOUT iI�I11 1IEU lI1=111=1!--11 111=111=1II=L�I1=11�-IiI�III _!IIUj CONSTRUCTION SPECS. THAN 20") =IIL_iIF_I1I—III-1 I I-1I1=111=III=I II-111 1I1=1 I 1=1II�II1 ilUj WALL FRAMING INCREASE OF FOOTING LIHI! III=111=1II-II1=1 11 IEE111=1 — W- 24" MAX STEP SLAB ON WALL FRAMING SIZE. rill_ z GRADE, 2—#5 CONT. SEE PLAN. STEP, SEE ARCH. PLAN. SLAB ON SLAB ON , . >.-- '—� -_.-. ` GRADE, FLOOD VENT NOTES: O . . SEE PLAN.�— — GRADE, — THEBOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS W 04< ABOVE THE ADJACENT GROUND LEVEL. -b-'x16" „ —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS m b-x15 THICKENED MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED 3„ w/ 2—#5 CONT. OPTIONAL $„x16' EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF 2 FLAIR 8„x20„ 1—STORY, w/(2)#5 CONT. 8"x16" 1 —STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT 8"x16" 8"x20" 2—STORY, w/(2)#5 CONT00 r W w/{2)#5 CONT �•1 J 4 TALL MONO. FOOTING AT STEP-DOWN 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN 8 FLOOD VENT DETAIL m �01 SCALE: 3/4” = V-10" S1.01 �01 �01 SCALE: 3/4" = 1 '-0" 2 i 0 V I 3 „ VERIFY WITH ARCH 10„ �4 CONT. OPEN LINTEL MATCH DOORWITH, SEE ARCH. RECESS BOND BEAM w/ BRICK PAVERS SLAB AB ON `V SLAB ON 1—#5 REBAR. BY OTHERS. GRADE, ^ .� GRADE, ^ a a a .� SLAB ON MISC SEE PLAN 4 ' ` SEE GRADE, S E PLAN. ` d- -- r--�r--�r— �r--�r-- a PROVIDE HORIZONTAL JOINT AN. FRAMING PAVING �� REINFORCEMENT AT 16 O.C. ti� '!j O.C. CENMU TERED ©ROUT BY BUILDER 12"x12„ I 1#5 CONT. BRICK PAVERS z �i \ �/ BRICK PAVERS z ® � DETAILS VERTICALLY, (EVERY OTHER %\�/ ALL CELLS. E J I�IDETAIL 10B � - r/ / \\ � COURSE r BY OTHERS. r � / BY OTHERS. • °�� MATERIAL SLAB "I Jf*R u 3„ CLR. --- _�.A. GRAD�N W/ (2)#5 CONT W 2 BOTTOM OF FOOTING BOTTOM OF FOOTING / ( )#5 CONT r i141` r p ___. s. SEE PLAN. 1 f-4, V—off ` r ','� f /moi MIN. 12" BELOW MIN. 12" BELOW DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS GRADEGRADE 99 UNCLEAR REFER TO THE #3 @ 48 O.C. OR #3 @ 48 O.C. OR ARCHITECTURAL DRAWINGS OR � ROD CHAIRS ROD CHAIRS CONTACT THE E.O.R. —� THICKENED EDGE 8"xs" w/ 1—#5 CONT. DETAI 10A CONDITION A — POCKET IN SLAB FOR SLIDING GLASS DOOR CONDITION B - TYPICAL MONO FOOTING W/ ADJACENT PAVERS (" PLAN N #4 DOWEL W/ AME ANASTASIA COASTAL � 6" HOOK 2—#5 CONT DESIGN/DRAWN/CHECKED w/ #4 @ 24" OC CS MK LAP 20" CENTERED OR DATE ROD CHAIRS 01.22.16 SCALE STEMWALL AT PORCH 1 o THICKENED SLAt13 1 MONOLITHIC EDGE FOOTING AS NOTED LPA No. S1.01 SCALE: 3 4" = 1'—O" TOLL-15-00743 51.01 S1.01 / CONTROL No. 4350 SHEET r7 I S1 .01 SHEET 5 OF 9 SYMBOLS LEGEND -�� DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 a DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE F FIELD" DESIGNATES THE HEADER SIZE, NUMBER (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 nc- 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue -�-- BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 FULL HEIGHT ROD. A307 CONNECT TO HTT5 3Nx7" 1.8E X THREADED EADE DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 2 SEE 3/S0.1 FOR BEAM ABOVE CONNECTED PARRALAM PSL 1 1411 CONN.CONN. (TYPICAL) �" A307 DIAMETER FULL HEIGHT �a, TO T39 JACK STUD THIS X5 THREADED ROD, SEE DETAIL 12/S0.1/1 (2)2x6-1/1 END OF HEADER (2)2x10-1/2 (2)2x6-1/2 � ®®°E .. _ 2-PLY 14LVL � � _.__ 5 - - _.____. _. _ (2)2X8 W' A307 DIAMETER THREADED- - - - T : T t ' __-__ .:--- ____ ROD TERMINATES AT FIRST FLOOR 71461TOP PLATE, SEE DETAIL 12/SO.1 6 x 6 P.T. SYP#2 POST •i (4)2 '6---S-P`F --- r A307 DIAMETER THREADED . ® o W/ABU66. SEE DETAIL 1NNW I 00 �`° STATE OF N POST. SIR P H yD R.,.___.-_„__- I x ROD TERMINATES AT FIRST FLOOR ° 2/S0.1. (TYPICAL) 1 � \ I tI I I N � TOP PLATE, SEE DETAIL 12/SO.1 _ PER 7 fSO_1 __ �' I X I TRUSS F 01-ABOVE > I _ I 1 1 N E SIMPSON HTT5 SEE DETAIL 15/SO.1 J 1z - `/ ' ftdd/!(/llSgfR�9P4at99BA56�,' Christopher J Sabourin PE FL PE#71461 \! ; p� I Z SIMPSON DTT2Z SEE DETAILI5/S0-1 6x6 P.T. SYP#2 POST T 1 F r i j N 00 � ! 0o W/ABU66. SEE DETAIL REVISIONS DATE _JI X 1 O I ! I OSB WALL I� ; I X 2/S0.1. TYPICAL SIMPSON LTT20B SEE DETAILI5 SO.1 ARCH >I N� I M ` I ; I SHEATHING. X � / ( ) 0!!� / QREVISION 01.22.16 - -� FASTEN TOP OF WALL I i I I pQ (4)2x6 SPF #2 ---- -- --- I I I l I N POST I PER DETALL S .1 I I / f FA LONG LIGHT GAUGE STRAP J0 �f/ t , LSTA12 FASTEN TO TOP PLATE AND STUD I €- - WITH 5-10d COMMONS � BEAM F 01 ABOVE �` � ,� _._ --__- _---_- 1 1 �� _ - (-2-j2x8 WALL STUD SCHEDULE CIII � - 1 � 2X6 WALL \ I� LOCATION PLATE STUD SIZE 51.1 m I I I i I fN{ HEIGHT & SPACING Q 1 1 \ 4 SP STUDS I I IiNf I EXTERIOR MAX' 2x4 SPF#2 ® 16" O.C. FIELD ALTERATION I I CN (2 2X ,F#2 ^ 10'_1 2x6 SPF#2 ® 16" O.C. or CONTRACTOR SHALL CONTACT LOU j I I @ 12" O.C. I N EXTERIOR � � MAX 2x4 SPF#2 ® 12" O.C. PONTIGO&ASSOCIATES PRIOR TO xj MAKING ANY STRUCTURAL FIELD I j _ ___ d - EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY r 'i ✓ - p "�i 14'-0" FROM THE INTENT OF THE ORIGINAL SEE 3/S0.1 FOR BEAM 1 SOLE PLATE ANCHORS @ 24"0. - - - ; 10'_0" CONSTRUCTION DOCUMENTS.ANY x INTERIOR MAX 2x4 SPF#2 ® 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO CONN. (TYPICAL) L 1 (2) 10- /1 BEING APPROVED BY LOU PONTIGO& ` ii INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. g ASSOCIATES MAY RESULT IN -(}-" - 2x4 SPF#2 @ 12" O.C. ADDITIONAL ENGINEERING OR MAX INSPECTION FEES. TOP PLATEI TOSTUD w/ SDWC15600 @48" O.C. =0 NOTES! C7 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE ((2)2 6 P F 2 � r,Q _ � _ Z ) # ------ I J 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ' OST; 4 2X4 SPF CONTRACTOR MAY INCREASE STUD SIZE TO MEET I 1 �ST. # N z ARCHITECTURAL REQUIREMENTS. v CO 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN Z w YELLOW PINE. 2� 4 SPF#2 STUDS (3)2x _� _ POST I N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. `D I @ 12 0.C. ��,'I,-__,._ I , ----..r ,�------�._.-d,_._ SEE 2 S0.2 FOR Z ' N I 2 2X12-2 1 JI / 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS vISI -� O ; i J_ 5z-�' ESHED ROOF TO CONCRETE SLAB w/16d MASONRY CUT NAILS C 16" O.C. Q I f 0 BRACKET DETAIL. I -� - ..`1 I- [2 �_ MINIMUM. SEE 3/SO-0 FOR ADDITIONAL ANCHORS AT Z x T M7 N s SHEARWALLSLIJ 71 Cn N Q F C14L LU C) �. --II COMBINED USE PANEL NOTES TOP P A TO UD I� sJ I M I ' w/ SDW 56 @4 ' O.C. I `�__.( -MI i, 1. EXTERIOR WALL SHEATHING SHALL BE W IV I ''1I I I�1 1 j VERY IMPORTANT NOTE. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I I I c0 !> !I I I TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING x ( 6X6 POST WITH ABU66 W/ SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W g » V /a THREADED ROD _ 2. SEE SHEET SO.0 FOR WALL SHEATHING L'! _ � _ ` �__. ({`� I EPDXIED 12" SEE 1/S0.2 SPECIFICATIONS. ' ( )2X6 SPF# I I I 1 3. UPPER MOST TOP PLATE SUPPORTING ROOF - I (2 2X _�� / I i I I MEMBERS SHALL BE STRAPPED AS SHOWN IN n OSB WALL" I _ N i POST. I' OST. ; N DETAIL 1/so.o O I..f_ --- - �- I SHEATHI (G I rte- I I ' y x N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL TOP Pi STUD Q I CO I , � I ^ `I xl 3/S0.04 loo \ W/ SDWC156b41 @48" 1 U) z I "' ,` � w , �, I > Uj Z I i 11 1 GENERAL NOTES -J o z ; Q I m I ' FASTEN TOP OF WALL 1 I yl l -I s I 1 �z ® I ` (4)2x4 SPF#2 I ¢ I I c0 ! Q r� _0 I I PER DETAIL 5/S0.1 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. X1 z cei I 1 00 I POST. 3.5X7 1.8E z I I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD C14j PARALLAM PSL ' �_ 056 WALL =` I SIZES AND SPACING. AT GIRDERS AND BEAMS, I I PROVIDE STUDS BELOW TO MATCH BEAM GIRDER LL- ! ---+-� ' I� / _� L i I j _- _ _ POST_ __._._ --_____ d i SHEATHING. I I PLIES. j A TEN TOP 1OF WALL I I GO OVE� M .f I I 'I I 1 2. SEE SHEET So.O FOR ROOF AND FLOOR LI J �j ' 4I ( )2X6 SPF#2 I II SHEATHING SPECIFICATIONS. O PER DETAIL 5/S0.1 I I O 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE � _._ _._._ _ - �. :.._,_..- /.� .__ _. _. �r _ � ,.� � _ PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES - m TOGETHER PER DETAIL 6/S0.0 (2}2x8-1/1 {2 X6 1/2 {2}2X6-1/1 -�� (2)2x6-1/1 F-6-71 (2)2X6-1/1 N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL RUN SHEATHING CONT. VERY IMPORTANT NOTE. 3/so.o L �.�.�.� O 0 TO WALL ABOVE. DO 6X6 POST WITH ABU66 W/ 5. AT SHEARWALLS, PROVIDE DIAPHRAGM NOT BREAK SHEATHING i 5/8" THREADED ROD ATTACHMENT PER DETAIL 5/SO.1 TE FLOOR SYSTEM. EPDXIED 12". SEE 1/SO.2 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT j U FASTEN TO TRUSS w/ � il� TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 8d @ 3" O.C. 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING 2X4 BLOCKING ,F,�_____ _:_ _T^ � / @ 24" O.C. FASTEN ROOF AND HOLD DOWNS EACH END w/ 3-16d TRUSSES TOENAILS CS-18 STRAPPING DETAIL FIRST LEVEL WALL FRAMING PLAN CS18 STRAP w/ ,D" IST FLOOR END LENGTH. FASTEN SHEATHING NAILER SDWC15600 SCALE: 1/4" = 1'-0" THIS END w/ 9-10d. FRAMING WALL FRAMING-/ ``'z CRIPPLE STUDS PLAN @ 16 o.c, NAIL TO �I ADJACENT STUD w/3-10d COMMONS FLOOR ;R WALL SHEATHING °I SIN®CLEAR SPAN NAILS IRED CONTINUOUS. TRUSSES OR JOIST DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS WALL SHEATHING ; w ARCHITEUNCLEAR URAL DRAWINGS OR I (2)2X8 SYP#2 REFER TO THE WALL FRAMING !?END CONTACT THE E,O.R.PLATE S18 STRAP w/ 10°° PLAN NAME 2-LAYERS OF WALL SHEATHING LENGTH, FASTEN ANASTASIA COASTAL 10d COMMONS CONNECTING BUCK AND PLATE. THIS END w/ 9-10d. „ „ DESIGN/DRAWN/CHECKED @ 6 o.c OFFSET SPLICE 24". FASTEN w/ SOLE PLATE ANCHOR SPACING SCHD cs MK LAP 2-ROWS OF 10d @ 3 O.C. ALL EX4ERIOR WALL 48" O.C. DATE 2x4x12" LONG ADJACENT ' TO STUD, FASTEN TO HEADER UNLESS OTHER NOTED 01.22.16 w/ 2-SIMPSON SDWC15600 SCREWS SHEARWALLS SCALE (SW i d@3"/6'°) 24" O.C. AS NOTED LPA No. SOLE PLT WHEN NOTED ON PLAN TOLL-15-00743 SEE NOTE 2 CONTROL No. 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 4350 51.1 3/30.0 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING - tea. '° SIA SHEET 6 OF 9 i SYMBOLS LEGEND T fi' w HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES• HTT5 FASTENED TO TRUSS T39 W/ 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SOWC CONNECTOR. m FULL HEIGHT %" THREADED ROD. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/," WIDE LUMBER, PLACE CLIPS 2x6 x24' LONG BEARING DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and 3 RAFTER TAILS, BLOCK EA. SIDE OF TRUSS. TRUSS Associates, Inc. 3 so.2 SEE DETAIL 3/SO.2. (TV) FASTEN TO TRUSS w/ SO2. 2—Rows OF 10d @ 3 0.C, FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 N E' Ph. 242-0908 Fax. 241-9557 PORCH SHEATHING AT _---, _ _______ ___-.. ___ __—, -- -__-_-- __-- -- _ _ _-- -- _ FL: CA# 8344 SO CA#3579 BOTTOM CHORD OF-_',"" F N N ICT N I ~ TRUSS SEE 2/S0.1. co e MS 21 —2 ( )HTS 6 �V uraer`�r®rrnnrr,`� !f = THD46 fr PORCH SHEATHING ATr- :; �- BOTTOM CHORD OF -_.�. �-_ .__ ��;�, I ! ol F08 5 ;;'r� g II``9 � ®� TRUSS SEE 2/50.1. f,� ITHD46 i _._ SO.2 T 1` 30 50.2 LL F F08 ®F e N THD46. - — I I / I a®++�0 1®p �- --- - O BL KINJ PER ETAI ^••off c ; 0 - r STUD DIRECTLY , ' ,,. _ ! 5E S0.2 ___ ____ BELOW TRUSS TOP PLATE TO ,. ► .*� 7/7/1// BO ,- I e SDWC15600 STUD SDWC15600 Christopher I Sabourin PE CD v v /� - FL PE#71461 / N c0 c0 c0 ` � TRUSS TIE DOWN WITH SIMPSON SDWC ! > i ,f REv SIONS f LU 10— 2 ARCH RAFTER TAILS, ° r ,'f,. so.1 1 o ATE 6 �` REVISION SEE DETAIL 3/S0.2. (TYP) .f I ,�,� f'',,/'�; ; I Rafter to Top Plate shown �'' f Truss to Top Plate similar Optimal 221' : > 1 Jy RAFTER TAILS FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU 3 STUD DIRECTLY PONTIGOBASSOCIATES PRIOR TO — — MAKING ANY STRUCTURAL FIELD BELOW TRUSS SO.2 MODIFICATIONS WHICH MAY VARY EJOFY2"MaX FROM THE INTENT OF THE CO CONSTRUCTION DOCUMENTS.ANY L I M O N I M "t V7 ®— FIELD ALTERNATIONS MADE PRIOR TO O ! O O O O O O O — — BEING APPROVED BY LOU PONTIGO 8 C:> li t -t rm, Lu ti LL L� LL li q - SDWC15600 TOP PLATE TO AssoclATEs MAY RESULT w �X p _„__� STUD SDWC15600 hJub ADDITIONAL ENGINEERING OR TU 56 THD26 —,. ,._ , Note: 1. Sloped—roof rafters may be sloped up to and including 15 FEES v m� -�._ - VSs i T 2s. __ __ __ I TH172s.. _, W - m m r _ I d f F I _ _ _ _ _ .__n_._..__._..._ --_--_-- — ! o o T06 o a 12:12 pitch and must be "birdsmouth' cut. 1 , FT01 i �- -- F F I I 2. Reference detail 4 for installation instructions. 10 ( )HTS 6l _ I I I 50.1 I THD2 THD26 I— ----- I I I f'---- ILf SIMPSON SDWC INSTALLATION RANGE = Z 1 �� TO I I I � \ r n 1D2s (2)HTS16 THD26 us 'J !' I I I v i I ✓ I _ — _._____ rH� _ _ __ __--_ S 16 _ 7_1 -k E € Ln __..___.__ _ :___s \(G/ s I FT03---------- IL I I ( � LLJ I m � FT03 50.1 W ` L I FT03 ! I ,%� II i I I (2)HTS16 FT03 j (2)HtHF8.3 6 I I l Q f d 1 I 1 STUD NOT DIRECTL z I I BELOW TRUSS Q y 1 ( ! I E FG04 [ SDWC15600 U) co [ICNO h op, a� Q c� M `i o I I Note: Reference detail 2a for installation angle limit C� Q w �- �� M �._...._ �_ ____ I I� N o 0 0 0 0 0 H N F- Irv=7 HF- W W W W W W W SDWC INSTALLATION _ _,G_” 2x6 LEDGER SHEATH UPPER WALL THRU ` I 13 ww I INSTALLED OVER Rafter to Top Plate shown Q 3 �.��.��.f� I (2)H TS 16 SHEATHING. FASTEN (Truss to Top Plate similar) W LOWER ROOF TO WALL � �t �� '`'� _ I RAFTER TAILS, So.2 BELOW w/ 2-1Od AND 1 _ I 2—%4" LAG SCREWS O SEE DETAIL 3/S0.2. (TYP) -�----- ------------� � @ 16" O.C. �. ° STUD NOT DIRECTL u 1 MM BELOW TRUSS W FLOORFL AND ROOF TRUSS PLACEMENT PLAN TRUSS ROOF RAFTER NOTES: STRAPPING NOTES S / Do not install SDWC in ` SCALE: 1/4" = 1'-0" 0 1. STRAP TRUSSES AND ROOF RAFTERS TO BEAkING Products hatched area O WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 PIotID Length Product Plies Net Qty sowcl5soo U SCREW UNLESS OTHERWISE NOTED FB01 22-09-12 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 4 4 Overhang 1 1/2" MIN 2. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-1 d 2" MAX TOENAILS AND UPLIFT CONNECTOR, SEE PLAN SDWC INSTALLATION RANGE FLOOR AND ROOF TRUSS Rafter or Truss PLACEMENT J4"" minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DD NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE X" from top plate 4 ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL BELOW TRUSS PLAN N17MI ANASTASIA COASTAL DESIGN/DRAWN/CHECKED CS MK LAP DATE SDWC AT TOP PLATE SPLICE 01,22.16 SCALE AS NOTED LPA No. TOLL-15-00743 1 2, CONTROL No. 4350 ` r SHEET S1 .2 . SHEET 7 OF 9 SYMBOLS LEGEND ' DESIGNATES SHEARWALL. THE HIDDEN -- LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER k (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, I n c. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 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 3/8" A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/S0.1 tae °/re ty _ e • 5A"SH ATH UPPER 5 " A307 DIAMETER FULL HEIGHT0.1 X44®�ss X WALL THRU LOWER /` THREADED ROD, SEE DETAIL 12/SO.1 TRAP WALL TO TRUSS RO F TO TRUSS 3r�" A307 DIAMETER THREADED �'` N � BE LOW PER DETAIL 4/S0.2. BE OW. ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 STA w + C " A307 DIAMETER THREADED `,� TOP PEAROD HEN SEE DETAIL AT 0R .+< (95 (2)2x6-1/ (2)2x12-2/2 N ��yycs� two -- -- ----- ---- __. �--- j4 -- N O C/) (n \ SIMPSON HTT5 SEE DETAIL 15/SO.1 0 C-) _ P Christo her J Sabourin PE \ PROVIDE \ O Q FL PE#71461 v� 2)INTERMEDIATE SIMPSON DTT27 SEE DETAILI5/S0.1( I I� w JACK STUDS. iX J o REVISIONS DATE < ARCH SIMPSON LTT20B SEE DETAILI5/SO.1 Q REVISION 01.22.16 Q ( Q 12" LONG LIGHT GAUGE STRAP FASTEN WALLS PER o O LSTA12 FASTEN TO TOP PLATE AND STUD 4/SO.2 - Cf) W WITH 5-10d COMMONS m WALL STUD SCHEDULE CS18 @ BOTTOM OF STUD PLATE STUD SIZE WHERE NOTED. SEE DETAIL LocArloN HEIGHT & SPACING AT BOTTOM RIGHT OF PAGE. EXTERIOR MAX 2x4 SPF#2 0 16" D.C. FIELD ALTERATION EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. ps CONTRACTOR ASSOCIATES PRIOR LOU MAX 2x4 SPF#2 ® 12" O.C. PONTIGMAKING ANY STRUCTURAL FIELD EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. MODIFICATIONS WHICH MAY VARY - --- 14'-0" FROM THE INTENT OF THE ORIGINAL 10'-0" CONSTRUCTION DOCUMENTS.ANY -� INTERIOR 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO MAX I I BEING APPROVED BY LOU PONTIGO 8 12'-0" 2x6 SPF#2 ® 16" O.C. p L ASSOCIATES MAY RESULT IN I INTERIOR MAX 2x4 SPF#2 ® 12" O.C. ADDITIONAL ENGINEERING OR I ---- - INSPECTION FEES. ', I � `\ I -i i 3iUD NOlESe �s\ O 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. I O CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. I M r 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN 7 © YELLOW PINE. SHEATH UPPERi f I I N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LD WALL THRU LOWER I I! �-- ROOF TO FLOOR I -- LI_ 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 0- TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. Ln BELOW. i `r m-- -- (n MINIMUM. SEE 3/50.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS \\ � i I XUj C) W - ---' ; COMBINED USE PANEL NOTES --T71� II N 1. EXTERIOR WALL SHEATHING SHALL BE I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST J I ; TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS WW 2. SEE SHEET SO.O FOR SPECIFICATIONS. WALL SHEATHING Z U� {n 3. UPPER MOST TOP PLATE SUPPORTING ROOF Q` STRAP WALL TO TRUSS MEMBERS SHALL BE STRAPPED AS SHOWN IN BELOW PER DETAIL 4/S0.2. I J DETAIL 1/so.o O I O <c 4. INSTALL SOLE PLATE ANCHORS PER DETAILLd ^' 3/SO.0 N Q GENERAL NOTES` PROVIDE jI° (2)INTERMEDIATE W I --- - ---.S.TU.DS._----- N 1. SEE DETAIL 2/50.0 FOR WALL FRAMING DETAIL. 00 Q � SEE WALL STUD SCHEDULE THIS SHEET FOR STUD � V) � O SIZES AND SPACING. AT GIRDERS AND BEAMS, ❑ J PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER SHEATH UPPER __- cn wJ I+_ ._._. � 1, �'+ _'. �''�-.. _�_..._-..� m PLIES. WALL THRU LOWER - ------= __ . _. _.----___-- W ROOF TO WALL (2)2x12-2/2 Is, 52. SEE SHEET HEATH NG SPECIFICATIONS.AOON ROOF AND FLOOR O 0 BELOW. r STRAP WALL TO TRUSS 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE BELOW PER DETAIL 4/S0.2. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ll M TOGETHER PER DETAIL 6/SO.0 C 4. INSTALL SOLE PLATE ANCHORS PER DETAIL J SHEATH UPPER 3/SO.o LLLL� WALL THRU LOWER 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0 ATTACHMENT PER DETAIL 5 50.1 ' ` ROOF TO TRUSS / Ivl BELOW 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT C C FRAMING�^ TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 J COND LEVEL WALL f MING P AN 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS SC LE: 1/4- = 1'-0" CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" 2nd FLOOR END LENGTH, FASTEN IT THIS END w/ 9-10d. R WALL FRAMING I� W z F" .'MING U' PLAN II ^J NO NAILS REQUIRED FLOORIN CLEAR SPAN TRUSSES-X I I OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS ®x UNCLEAR REFER TO THE WALL FRAMING w� ARCHITECTURAL DRAWINGS OR rI w CONTACT THE E.O.R. to ®J CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN AN ASTASIA COASTAL THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS MK LAP DATE 01.22.16 SCALE AS NOTED LPA No. TOLL-15-00743 CONTROL No. 4350 SHEET FILE -MV1, i S1 .3 SHEETS OF g SYMBOLS LEGEND a HTS16 DESIGNATES UPLIFT CONNECTION. _ nx� FRAMING PLAN NOTES: � 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SOA. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. ` 4. WHEN USING (2)H2.5T CLIPS ON 1'/Z" 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 F L:CA#8344 SC:CA#3579 J. i No 7 1 " S0.2 F ao s P s y-e OR! P.• � N -- _ STUD DIRECTLY 1771 A -4 rza/01� = BELOW TRUSajiPLATE TOP SDWC15600 STUD SDWC15600 Christopher J Sabourin PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE 0 ARCH Rafter to Top Plate shown 1 REVISION 01.22.1 Truss to Top Plate similar Optimal 223' 10 0' 30' FIELD ALTERATION I ! CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY BELOW TRUSS 1� MODIFICATIONS WHICH MAYFIELD VAVARY ip"MaX FROM THE INTENT OF THE ORIGINAL i ,,.. >---�-� --------- CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO II BEING APPROVED BY LOU PONTIGO 8 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN S STUD SDWC15600 ADDITIONAL ENGINEERING OR I_ INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including Ili i a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE 10 i I I 10 ( } �j so.1 3 , � � € 0.1 V is F _ I W W J C) N t� Lij iL: S[ W -- _V STUD NOT DIRECTLYZ 10 1� BELOW TRUSS 0 SO.1 SDWC15600 � r f Q , Note: Reference detail 2a for installation an le limit SDWC INSTALLATION s Rafter to Top Plate shown (Truss to Top Plate similar) W o 3 �2 �`°x STUD NOT DIRECTL u rr� S0.2 BELOW TRUSS L.LI ® Do not install SDWC in hatched area 0 0 ROOF BUSS PLACEMENT PLAN sowc15600 jU SCALE: 1/4" = 1'-0" Overhang 1 1/2" MIN 2" MAX TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES SDWC INSTALLATION RANGE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING TRUSS WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE. NOTED Rafter or Truss distance ^PLACEMENT 2. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d minimum edge TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. PL distance for full /`11 A J V 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 Ir UNCLEAR REFER TO THE Y" from top plate ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ANASTASIA COASTAL DESIGN/DRAWN/CHECKED CS MK e LAP DATE SDWC AT TOP PLATE SPLICE 01.22.16 SCALE AS NOTED LPA No. TOLL-15-00743 CONTROL No. 4350 SHEET SIA SHEET 9 OF 9 F — TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CU Jan. 15, 2016 N � � OFXF rB @�z M � ° � A7.82 (, 11 AR963 G 851-611 a J 1-611 111.811 , 62'-0" 31.411 .., U o OVAN G. DRUMMOND,AIA 21-011 31_6„ T-O" . 11_011 101_811 p 2'-6" 10' AR 96399 1 20'-1" Z LL . O o � Z I Z 1 11 Z PROVIDE GAS ' GAS LINE TO OL T.0 PAD TYP. OF 4 o = LINE STUB-OUT HB T COOKTOP ( ) wce1— Lu O O O J L---------------- J L --------- -- ----_-__----_---------- --___ ------ J L---- -------------J L- O r �------------ n----- d _I I I I --- i C� � rn GC Z m i i I I L Q' oo N w J II II II W N M w 01j I _011 PROVIDE __ �__o i i w a T.0 PAD (TYP. OF 2) ELECTRICAL CHASE w x m TO ISLANDLu Wok 0 o _ r------- FL I I I IL N to w �' ® SLOPE PAVERS _ i,---_--- - =_J---_------1i PAVERS ON ^ T-------- --------- I � ce o > 0 1/8" PER FOOT i ---- i ' ; STEMWALL o >Lu O �-+ o� o� w L------ --- ---- 11 W F-'' I --------- i I I 11 n I o z -6 6" PLUMBING WALL `� -----� A W Q ® J L------------------ I L-- - a 00 =_U - - - -------- 00 - W ---------------� WLJ LJ 1 n v v Q PAVERS ON 1 2 -8 N o Q Lu Lu a- z A STEMWALL In a Lo A Lu �1 >- CL o - - - - - - - - - - - - - - - -- - - - - - 1 - - - - - - - - - - - - - - - - - - -SLOPE PAVES c~n A7.82 w z z A7.82 1 8" PER FOOT Q / r� oO L- -------------------� -- - ----------- = a N w w w 7 C-=—= Q (� � z J 1 IFi Lu ------- o � - NOTE: FIN. FLOOR TO BE 18" A1.N 1 ce o MIN. ABOVE CROWNOF ROAD TYP. a' O J ---------1 1 n I ® � m F------------------------------------- -- -----L_J 0 0 Ilk w o FINISHED FLOOR 1 o ac U z 4" PLUMBING 0 o v ; 32'-2" WALL GAS LIN TO ; 11 1_ ; ® DRAWN BY a � J FIREPLA E 1 3 0 1 9 c5 i w r -� -� 1 i 7'-1" 31.411 d- z � m 10 PLUMBING 1 � �`--- --��--' -� _ S. PROFFITT '~Z WALL I I --- ---J I II I _ �„ O z 1 -I- I 1 1, I II # F I 1 GAS LINE FOR DRYER EKED BY F. M EZA r------ —-rr --,T-- -, `rl I r- ® r I i -_----_---- SCALE II 1 II II I z w I I I ' q ' ( / I L J L J 1 , ; �- r- I 22X34 = SCALE AS NOTED C13 Q J2:2'-01" 1 1n I I I# � i , I L 1 C-J I I 4=" J ® Q 22 _0Z i ; ( i! i� I I 1_O" ( Lr �L� 11X17 = 1/2 NOTED SCALE O 1I / I I Q W. � � II I I ; ; II II ; 1 11� 3 u � 11 �J ; II LJ_ 1 11 I I 2 -10 21-$ I O o 11-10 10 -2 1 III I, I 11 o 1 �� ,--------------- ----- - 6 PLUMBING WA L z I `I ^ SLOPE SLAB @ SHEET RATE I _._ I`---� I n I If II I 1 {} i G7 I N 10.01.15 ALN r------ -- r] r-- ------------ I I ----� Lu I I TYP. I I I I I I I I I I 1/8 PER FOOT a o O ce ------ - --- I -- II II II I -------------------- � �----, _ 1 n ---- -- I--------_ J L_J 1 E- _ --- -___ ------ -- -- I I ------------- 1 i 1 1 1 1 1 1 1 LJ 1 -4 SHEET REVISION INFO -- -------- -- ce d O O , �, - - - , , I L_] L J� LLQ LJ 1 33 REV#123824 E.K. 01-14-16 LU Co U N /i 'Uri I I r- 1 I A1.N S I II _ IIP. W Z (n z = oz I 1 4" PLUMBING ii ii ii a, 1 1 Q ,,, z - `�`� c=-== 1 WALL, TYP. ; ; i i ; i 22'-1011 �`�° -°,-1° lo e m W J; II ccl11 II I ;_.., 8'-7'11 41_71111 LI LI UNO w ¢ o - / o SET REVISION INFO Lu w N Oi 1 11 11.4n A1.N O to -3 w , 00 10 -5 51-7f' 0o I 1 r1 I I II L----- Lu Q � cUn } I L ii ii I ii L_____j WATER oc m , �I C, I SOFTENER U e W Z ; �} iv 11 1 Z O > ?> 1 I 1 I I LOOP O O - z U o SHEET DESCRIPTION � W Ln -' I 1 _1 I I I I ' W O N ------ --- N -----------�- N SLAB LAYOUT �----- --- -Pd- _ -�1---------------'L"L---------------1. --LI_-1 r-- - - ---- ----------� ---- U Ilk I Lu Q 81_^)11 71_311 HB T coo• a z (J J 1 w I I GAS LINE TO wa > ® o TANKLESS GAS z z = ® cn 11 WATER HEATER WcD � z II 181-611 cn � Ja ce o z i i MAR 9 2016 PROJECT NAME w Z z 2'-011 831_611©-----------©____ ______� C7 ATLANTIC BEACH 85'_611 HERITAGE Lu w 96"x48"X4" CONC. o w PAD 3" ABOVE REVISION DUVAL COUNTY o _ o B GRADE r- LOT/BLOCK 50 zzz � A7.82 flATE � z O cn �..,.:..,...� ! TBI NUMBER 50 E: _ z I SIGNED """ ----- MODEL ca a. z rn ob Q w a M � � wQ ANASTASIA V-qo Wop � to LU u- LU w z SLAB LAYOUT W STEM WALL FOUNDATION ELEVATION NAME N z � � O SCALE: 1/4"= 11.011 COASTAL COASTAL n Lu � w � � (n j U NOTE: FIELD TO VERIFY ALL GAS LINE Zz W U) m LOCATIONS PRIOR TO POURING SLAB Q SHEET NUMBER 0aLUF- Q® m Ln ® � ® m w ADDITIONAL NOTES, DETAILS & SCHEDULES zJ Al 82 Q __j o 0 o CAN BE FOUND ON THE Al.N SHEET. J ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Jan. 15, 2016 OF Fto z. fb,5 O z B N 147.82 AR963 I n t ay, ��A? 85 -6 = O 3'-41I 62 AR AR 96399 J ' II OVAN G. DRUMMOND,AIA 01 0 0 8'-611 11 -8 2'-6" 10' v i- 21-011 3'-6" 3'-®" 1'-pIi i 01.811 1 Q 20'-1" 0 0'--" TYP. OF 4 GAS LINE TO T.0 PAD ( ) 5u M o PROVIDE GAS COOKTOP o vi z w LINE STUB-OUT HB -r _ —____—_———__J rr----------------- 1—f-----J —r�--- �-I 00 � a0 O ff _ O J �_________________ L ________-_-__I__ ____-_________________- _____II II L a W c^ M Twp o -i ii iI II C��10 ar- II o w T_OTL I PROVIDE cn �__� =-L p ® 0 = ELECTRICAL CHASE OED Lu Z T.0 PAD (TYP. OF 2) �M TO ISLAND _ o r O I W = Q II ,�I V Co ------- I ` � o w �' O I F------- n ---- -----P p F- 1--+ I II r- "ll � w PAVERS ON 1� E S p � p ' -_-,---_- - --II I I , � SLOPE PAVERS '�-------- - __JI ' ' STEMWALL d x W n I �L--------- - , II I ' cc FOOT i ' i i i i ; o J w z 1/8 PER—FOOT L-- ------ ' O W O 00 00 W 1I a I I J � W ~ wo _1 �. -6 6 PLUMBING WALL -----------------J� - C_-5------ Q Z p - - - r====---- - ---------- V ' d W Q z LJ �J 2'_811 O a A v rr = 1 O a x PAVERS ON _ Lu p �n a A Lu V o a STEMWALL I - - - - - - - - - - - w _ SLOPE PAVES A7.82 0 U) A _ - - 1/811 PER FO T �-" O Lu ® 04 a, N w z z A7.82 ! L---- E -------� L-- - ------------ ' o w = w --- ----- ® 1 L i -------� _--- ALN a Lu uj Z I NOTE: FIN. FL0 R TO BE 18" TYP, = O a o o MIN. ABOVE CROWN OF ROAD oc � � _ ---------1 I it I ' 0 -0 I o ---- ------- --i r------ L_J i I l ----------- I -1 - m u FINISHE FLOOR ; i ; ® DRAWN BY w O 4" PLUMBING I , „ V zo _ 32'-2" WALL GAS LIN TO i i 3 0 1 91 S. PROFFITT ao Z O w FIREPLAgE ( 7,_1„ 3'-4" CHECKED BY I -- °e d J 10" PLUMBING � �`--- ;r-- --�r- _ i i i I I ! 1 , 1 �r ' ,� GAS LINE FOR DRYER F. MEZA m WALL I. I- _ I I n - _ _ _ I� I p = _W I 1� II ---- ---- �;o z = L_=====r=�= ,----- — ---- - - - - - 34 = SCALE AS NO � , I _ _ rl � SCALE f ��i�r r_ - I _---- _----_— 22X w_ W M I € Yjj h I i eC Q I € - 1- N r1 li 61 I I I t J L C J J I III' I� I —_ I , II II 11X17 = 1/2 NOTED SCALE z w 111 I II ' �� 1 II I s �_� I I NI I i i1 11 � 11-711 SHEET DATE m a > 22 .0_ I I I , I' I , , 2 _g 1 / , I 11 -7 o ® Q u { y i� i 21.1 1I 3 11 ING WA L ? -8 i i, si °° _ 10.01.15 �- w v=i 11-10" 10'-2" I I _ I I 6 PLUMB Zr T I i, , SLOPE SLAB @ U- -----(@Typ. - --------- s_ 1/8 PER FOOT SHEET REVISION INFO o ® � _[-�� ®�ml----- -------- ----- - UO i ii I II Ii 3 REV#123824 E.K. 01-14-16 w ® OG ---___--_--_ I Fi --- --- -- ------ 1 � , r-------- � I _ J I I I A1. 0 eG �- _ ----- -- --- --� i i ' i r-� C-J I L_�_ iP. - - It d O Z i I i- � ,I I O W O N i/ - I i I j O ' 1-4 O m U I n ri F_- p ` �,._�Lu Z ; ' 4" PLUMBING ; ; i i i ; r\ ; 22'-10" Z WALL, TYP. 2 SET REVISION INFO Q w z '_' J aoL_j UNO I I I I m m � 8'-7211 41_711T Lu Q p o = IT i iIL ----J w cwr� N 10'-5'1 1'-4 5'-7" i i i i i i -----i WATER o Z U L ii SII i � SOFTENER Lu 7 LOOP Q a- m = I N ] i I i i i i - ? J� SHEET DESCRIPTION o > SLAB LAYOUT 00 _ i --rtrr- � I- w = �\ N I O -I I - cn o I --- _ 11---------------11.------- -------- — Ll--� I F ---- ----------� r- Z 1 I I 0 Lu W to fV ------ P� HB Lu I II I II A I GAS LINE TO F. z w g _3 7 -3 I w D� J i i TANKLESS GAS p 1I m w z WATER HEATER W Ln I I 181-6N L _ ® I MAR 9 2016 PROJECT NAME w � � aa 1 11©___________©____ ______ ATLANTIC BEACH ® � z 83'-6" HERITAGE w O I M ce w z z 2 -0 85'-6" o ® � UJ 96"x48"X4" CONC. DUVAL COUNTY u = p " RIE I S I O 50 PAD 3 ABOVE BP# /6: F7 6 LOT/BLOCK o cpwFILE n B GRADE DATE I ! 1 TBI NUMBER 50 0 0 uc�Oc A7.82 SIGNED MODEL LU zASIA E � z � o ANAST QLu STEM WALL FOUNDATION ELEVATION NAME M ~ � W Q � ® � COASTAL T-4 ujI�.J Woz LAYOUT ko ��W1� U_ z Q SLAB COASTAL V 1-"'1 W L1_ II_ 1 N ® z w O SCALE: 1/4 - 1 -o NOTE: FIELD TO VERIFY ALL GAS LINE (V `p Ln a W SHEET NUMBER LOCATIONS PRIOR TO POURING SLAB � F- U � 82 InIrIn N � � m W z W ADDITIONAL NOTES, DETAILS & SCHEDULE ■ Q O CAN BE FOUND ON THE A1.N SHEET. -� w LV ERIAL NUMBER 1010.1 ,i ® wmW ..I U_ w J o 0 LL- Q QV1- 0 p TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. v Jan 15, 2016 ,-- z C> (n N DC PSE O FtoRfQ>,. LU rB vlr a`""A+o C7 A7.82 A 6399 y r J851.611 00 ~ 62 -0 _ 8'-6" 111-8" I ' " 3'-4" OVAN G. DRUMMOND,AIA AR 96399 21-01' 31.6E1 3E_011 1 1 L_p11 101_$LL 3'-2" 9'-10" 321.21E 131.911 21.611 10' le e– Z LL •7 ' z Q cn 12" SQ. COLUMN I 10" SQ. z Fn W (TYP. OF 2) , I , i COLUMN AM LnEj w o GAS LINE HB OA OA OF I 0 (TYP. OF 4) Ejoc z Ell 0° o 0 000 J o LDj PANTRY ,N uj N N E I N _ a H w o � z 1 12 ^ 1 MEl w = I 31'-2'E GAS r - L " I 11 1 II > I- p - C KTP - - - - - - - — 7 -6 _ 10 -8 11 -2 I ;t A w o Lu i COVEREDI'-o" I -� I I �o KITCHEN_ , I = o o = 61E I N - u w o 0 O = I LANAI 1 a, o, 101.011 CLG. I ( o I I "' o 00 _ 00 p cn �, o opo I 1o'-0" I I I DINING ' o • N o uj BREAKFAST 1 I DWI 7 _ - _ STUDY I �. o Lu z 1 -� I I IN ROOM - O > O 1 AREA 1 r L �E 1 11 101_011 CLG. ® I C'V ^ o 7w h"'� ® [W-+ > ''� I 101_01 CLG. �, I I L - - - - - - - - 6 -0 I �o _ 10'-0" CLG. �i x LL' ® OP OPW PAVERS ON 1 , I PANTRY I 8 �„� , FLAT SOFFIT 1� w = zo ^ U o STEM WALL OPEN 0 I I REFI ® FLAT SOFFIT a� SEE ELEVATION W ® '� I _ DORMER BOVE—I 1 - 9°_OE' A.F.F. TYP. .N.O. /019 �. I '-' 1.5'-11" 131_311 31_811 _L 5E-1011 Q11 oC z O / lJ FOYER Val MT PAVERS ON I I "'� a I 4 MT. 2"X11 KNEE WALL @ 34 I III _ t° I I N STEM WALL I N ® a x a A - - - - - - - - - O - - - 1/2 HIGH ROUGH -I - - - - 61E 111 N - _ I 1611 2�-OCz. I N _ A ~' A - - - - - - - - z w A7.82 I 3'-10" 291.0111 II d HpALL 161.011 I - 81.01E 1 611 21.8" A7.82 = ¢ l FRAME HEADER A7. 2 I Ln a oc °-° I OUT TO MATCH > r - - - - - - -- IL a 12 -0 CLG. 0 36 HIGH ALF = I I �, a Z J I COLUMN WIDTH Q I - WALL W/ OOD , - - - _ _ � _ ¢ 1 I I CAP c? ® o I oI _ � � OAK0� _ U- I GREAT �r+ I I STAIRS MT c ® z I � - = 5 COVERED W o " I ROOM � 1 - LDRY. STORAGE ENTRY U z ® 0 0 CLG. 3 -8 I I Q 0 6 �, I _ 9'-0" CEG. - 91.011 CLG. Op 10'-0" CEG. o a - Z o w o 151.011 31.0 E_01 91.811 z I 61.01E 91.811 ' 8L_411 10" X 10" AIR JUMPER 19'-411 -4,r- _ _ ,� o DRAWN BY LU _� S. PROFFITT Z o ^ 12 I I I GAS FLAT — — — CHECKED BY cn o Q O I I I ' SOFFIT - - - r-----it-----� RECESSED w � 1 1_ 1E � �� E � AIR HANDLER � F. MEZA _ ,,, - _ 8 0 A.F.F.- — — — — ' D " W F ' L /-PROVIDE 72 x 9 AHU SCALE n- 1� o " _ — — — SP £E IN CEG. — — — — — _ o o } M — — — — — R&SH LINEN R&SH �- - -= > �' MASTER - - - - - - - N = r 22X34 SCALE AS NOTED J F L_ 11 '_ E - � — — — n u _ o ¢ E 11E " I ATTIC ACCESS 11X17 = 1/2 NOTED SCALE BEDROOM Will 1. , 3 0oll T _ _ - I 22 x 54 Lu 101.0" CLG. 0 9 -0 C1, 2 '7 8 6 10 L IL �'-2'�, 1�nlOLE 111X bo 8 3 - O 6 - 4 d I P 3 8 5 -8 o ® BUILD-OUT @ 22"X 341' M SHEET DATE c�Wc 0 42" HIGH ATTIC - ® En 0' 9 ATH 2 I II NII j I X I 10.01.15 a o ACCESS - Ips _ L 11 u, L - J I / \ o o to El _&SH - - ® , -R&SH- - - 3 -6 CLG9'-0" CLG. L` I / \ I o = SHEET REVISION INFO W m o o _ � 1 N 8 I L - -� I - �` Q 0 REV#123824 E.K. 01-14-16 ..... ..... ow z vi N _® a d- '� I 7T=H-3 I L - - - - - - - � o= oZ N I `X/ I B 10 1LLoc I o o d - I 91-?" CLG. 1 11 I 11 L N L 11 I OQ 11 - TWO CAR W I 1 8 ► / � I 7 -0 3 -6 3 -6 7 -0 Wo c� z bo W 3 m 1 II _ I _ J 10 -1 1 CD I 1 U- ^ Irk O W Q ® o I _ 1 J GARAGE w o = B = = MASTER V-2" = I= = B D ROO M 2 B E ROOM 4 = I °� WATER 9'-0" CEG. SET REVISION INFO W - ® WIC I - (BEDROOM 3 SOFTENER o N ' BATH C. a 9'-0 CLG. 91.011 CLG. I W '� o ^ 1 1E "' ® ,_ I1 I® o ® 1 91.0" CLG. LOOP z Q11a m 6" 9 -0 CLG. i 7 9 0 CEG. I J V w W z 1 1, E_ 11 71_311 13 1 1 " 1 IE ° 11 I " 1 II , o o 4 -1 5 10 - 6 -4 I 10 -6 - - - 10 -6 - - - - - - - j11 -4 22 -8 W = o - I 2'-4" 6E1 w z - - 5'-7" I d- SHEET DESCRIPTION �' FIRST FLOOR w zo o -'. . K.S. 11_81E R&SH. . N N z U 1 H W Ln m < M--1 LU z BUILD-OUT @ �' C A A ® A HB PLAN a > 0 42" HIGH "' O SHWR. SEAT O I O O I SHED ROOF AND z z = z TEMP. GLASS SHWR. 18" A.F.F. @ TANKLESS GAS BRACKETS ABOVE W c� ENCL. OVER 48" HIGH A WATER HEATER w w Q � HALF WALL o = z 111 E 111 PROJECT NAME Zn 0 21.011 11 -102 21 -52 51.411 17 .0 1141C com 2 #L 16'-2" ce ¢ z 1 1E ATLANTIC BEACH ® � 85'-6 le HERITAGE W = � o W W DUVAL COUNTY z O w ~ W ~ COURT. SEELL AT D TAIL SERVICE LOT/BLOCK 50 g z o Z B TBI NUMBER 50 cn o A7.82 SHEET A5.3.82 MODEL CD QLR Q M � � Lu ANASTASIA c ' woz ELEVATION W FIRST FLOOR PLAN ION NAME o z,-I U w � o SCALE: 1/411= 11.01E COASTAL W COASTAL N W REVISEelfin � QW � � �ft) �" � zo � SHEET NUMBER IT? n Wcue, m I u- ® m Lu w m ,W` ADDITIONAL NOTES, DETAILS & SCHEDULES Liz J F A2m82 a o o CAN BE FOUND ON THE AM SHEET. w J FILIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Jan. 15, 2016 U OF Ft O�f C) Z �P = R9 99 2 V' oC oG a J OVAN G. DRUMMOND,AIA 00 AR 96399 I \_ —. ... Q ® \ ... ..._. .. 0 (� A ..... ._... 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Lu (> J Z ® .... _.. . ... ...._ i ....... . ....... ... l .. f,. Lu w = ,z PROJECT NAME r ATLANTIC BEACH Lui O ® � _ ----- --=_- = ._...-.:�- .. ..... .. ... _...........:. . . . .... ._.... :�- — : . ... ........... _...._....._. Lu < ,. _-.. ........... . ......._. HERITAGE zLo W DUVAL COUNTY ® � LOT/BLOCK 50 z ® v, TBI NUMBER 50 a En p MODEL c� zQw ® M W > ANASTASIA o � w ® zFILE Cu or"Y I ELEVATION NAME LU V W FIRST FLOORIFFUSER LAYOUT N z a O SCALE: 1/4°= V-0° COASTAL W COASTAL � ® Q w A REVISEcn c z Z Z SHEET NUMBER fa w � � m ® o uj = n rQ In < —o ® z � V FOR REFERENCE ONLY Mlv82- Lu JooLL uj QuF- o .J BER 1010.1