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1726 Atlantic Beach Dr new home dwgs t DESIGN SPECIFICATIONS USP CONNEC ORS TYPICAL HEADER NAILING 0.131X3' TOE NAILS WINDOW SILL SCHEDULE UPLIFT 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILINt'3: PLATE SPLICE » ROUGH DROPPED HEAD MINIMUM END ' DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR TYPICAL STUD NAILING: -Q MIN. SPLICE LENGTh 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES PSF CONNECTOR FA TENERS FL# CODE 2x1Q 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END A OF THE ORIGINAL PLANS 1 CAR SYP SPF 0.131x3 END NAILS: ( } TOGETHER w 3 ROWS / ( ) 4 4'-4" ONE YEAR AFTER THE DATE � ( }, 14 �, 16 � = 7 NAILS 16 0 131x3" NAILS " / ( } VENLY SPACED (1)2x4 SPF #2 (4)12d TOE NAILS DESIGN IS VOID TRIBUTARY INTERIOR EDGE STRIP (PSF): 2 ® 2x4, (9) NAILS OF .131x3 0 12" O.C. STAGGARD. 4 6-4 (2)2x4 SPF #2 (5)12d TOE NAILS •.at. : - UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) , - " GARAGE +1fi.3 USP A35 450 450 (9)10dx1' 2" ZONE (PSF) a 4'-6 DOOR (3} ® 2x6, % 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS -17.9 USP RT7 585 495 5 8d E . END (4) 0 2x8. SYP#2 ,•_ DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'xT} SYP#2 DBL HEADER, < 12'-0" (3)2x6 SYP ;1i2 {1)A35 + (4)12d TOE NAILS r5. 7 ROOF FLOOR 2 CAR USP RT8A 775 650 (5)10dx1 /2 EA. END TYPICAL WALL FRAMING NOTES ROOF SHEATHING, 6-MAX.i TOP PLATE. PER PLAN. 4'-0",, MIN. # e ha +15.5 ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)10dx1/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)10dx 1/2" EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (16'x7') SEE 5/SO.0. Lou P o n t i Associatess, Inc. a n d TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d A. 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. 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 A. END - ---- REQUIRED IF SHEARWALL. _ HEADER ARCHED TRANSOM OP11�AI• THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 RO TO FTG. - 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue DEFLECTION CRITERIA: 2 3. USE SYP#2 FOR ALL / ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d 0 HEADER HEADERS I DROPPED FASTENED w 3-0.131"x3" ax. Beach, Florida 32250 HEADER EA. END TYPICAL. FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 � 5 " I -_-- SHEATHING MAY EXTEND 2" Ph.242-0908 Fax. 241-9557 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /8 R D To FTG. 4. ALL WALLS SHALL BE I I PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 3 ---__- FL:CA#8344 SC:CA#3579 /8"� R D TO FTG. BALLOON FRAMED FULL I I ARCHED SYP#2 HEADER ATTACHMENTS MUST WIND LOADING: a " HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOML PER PLANS. ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /e R w/ (12)16d BEARING ELEVATION, U.O.N. O FASTEN LOWER STUD OPTION MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/$"0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD MS SEE RIGHT. JACK AND BRACING BY OTHER, 2-ROWS OF 10d COMS KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 1545 1455 (5)1/4"x -1/4 TAPCONS 5.) FASTEN BOTTOM PLATE 0 0 12" O.C. WINDOW SILL SEE SEE PLAN. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING SCHEDULE FOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED • RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FULL HEIGHT ANCHOR BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONN CTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND y<ti<�� s•'•°•`° °• w/10d MASONRY CUT NAILS \,-TYPICALLY " CONNECTION AT TWO STORY CONDITIONS, <<.•`< ti, ��, �••°� FULL PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING •' �' BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED " EACH END. SCHEDULE. WITHIN FLOOR SYSTEM AT ALL `t ---- 1.00 a,k- � UPLIFT FOUNDATION PLAN ADDITIONAL. » 0.131x3 TOE NAILS: d , IMPORTANCE FACTOR ----------- RODS 0 6-0 O.C. (3) (� 2x4, UPPER LEVEL POSTS & JACK JVD. ;� is r-- CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS STUDS. b ° ? MEAN ROOF HEIGHT ---------------- 25.0 FT � I I a -,I_�_--� SYP SPF (4) ® 2x6, �• � ROOF PITCH ------------------- 7/12 , o A35 450 450 12-8dx11/" 10446 4 5 ® 2x8• SDWC15600 SCREW S-rA••,- *"O ---------------- : -._ ._ . . . -- z- _ - - .. ,. BLOCKING ONLY REQUIRED SEE SO.Q. COJ ': F ;;; BUILDING CATEGORY II a -- ._ -_.- H2.5T 60D 520EI+� NT1` ` t14'TS t AT SHEARWALLS AND PT. SYP#2 8/ ",," O� SIL DENOTES EDGE STRIP. EXPOSURE CATEGORY --------------- B STUCCO FINISH. SOLE PLATE. '' °+C O •• �,� ENCLOSURE CLASSIFICATION ------------ENCLOSED IM SEE C & C CHART HTS16 1150 1085 16-10,d E END 10456.6 SEE PLAN FORS b SIZE :� �c'` ".� <<` cv AND O.C. PACING. '�f, � P�°"".°°. �N `.<<<< o INTERNAL PRESSURE COEFFICIENT ----- f .18 ABOVE FOR 'a' DIMENSION t , . p��� -- 10dx1/" EA. END 1 D456.3 WALL SHEATHING . . �✓��'�� "••e:.1t�;?,�:..•• ►�`�`��` --- MTS12 1000 86Q 7- HTS20 1450 1245 24-10dA 2" EA. END 13872.3 SEE DETAIL 1/80.1 J CONTINUOUSKIN ; ,•..,• ,< . ,...�, FOR SPLICING FOUNDATION SEE PLAN, ; -� .d • •• �. , ,. e MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10c1 EA. END 13872.4 WEREWITHIPOSTS ABOVE. 16d COMMONS OPTIONS. 12" 11/2 C h r i s t o p h e r J S a b o u r i n PE a MSTA36 2050 1870 13-10d E . END 13872.8 0 8 O.C. MAx. MIN. SOLE PLATE ANCHOR: FL P E#7 1 4 61 HARDWARE AND ANCHORS: a �--- --� a 18-16d 0 TRUSS/BEAM FLOOR SHEATHING PLATE WALL FRAMING D1 E HEADgMING AT FROM SOLE SEE SCHEDULE HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATION I PLATE CHANGE CONDITION RAISE�HEAD �2 CON ICON PLATE. BREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] ')a'� - a'� 1-5/8"ORD TO FTG. I I BUILDER MAY CHOOSE EITHER THE DROPPED REVISIONS DATE ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d 0 TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 0). SCOPE OF SERVICE HTT5 5250 4670 11496.2 E------- I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/8"0 ROD TO FTG. I I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 80.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q$ BE RESPONSIBLE 4-10d TO JOIST I I I )i'4" SIMPSON TITEN HD tc " FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I " SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 14-16d T HEADER J w/3X3x0.229 WASHER SJNG HOLD DOWN LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.3fi L---- --� -- SCHEDULE FOR SPACI � OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST �SEE -/- (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT AB 44 2200 5 "� ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. 5/ O.O. SEE 1/80.1. ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. U /° TOP PLATE. BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/.m0 ROD EPDXIED 6" MIN 10849.6 2" EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d T STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/80.1 WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING ' LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD TO FTG. CONTRACTOR SHALL CONTACT LOU SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT OPTIONS. RATED SHEATHING, P MAKING 8 ASSOCIATES PRIOR TO TRUSS-TO-TRUSS CONNECTION AND ANY LSTA12 805 695 10-10d 13872.5 BOUNDARY OF MAKING ANY STRUCTURAL FIELD MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, FULL HEIGHT ° 1Z" THREADED ROD ` 1'_p" 1 SEE GENERAL NOTES. SHEATHING. MODIFICATIONS WHICH MAY VARY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED EE SCHEDULE 3" PT. SYP#2 FROM THE INTENT OF THE ORIGINAL WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL CONSTRUCTION DOCUMENTS.ANY TO BE FOR SPACING FIELD ALTERNATIONS MADE PRIOR TO GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS CONTINUOUS SOLE, PLATE BREAK EDGE w/ BLOCKING BEING APPROVED BY LOU PONTIGO 8 TO UPPER �--INTERIOR BEARING WHERE REQUIRED BY ASSOCIATES MAY RESULT IN GENERAL NOTES. ADDITIONAL ENGINEERING OR TOP PLATE. ! WALL: SEE SCHEDULE EPDXY ANCHOR I]TEN HD INSPECTION FEES. FOR STUD SIZE OPTION ANCHOR OPTION FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING. 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD . WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE SUPPORTED EDGES, ROOF SHEATHING SPECIFICATIONS:_ SHINGLE- MIN. 7/1,;", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WI, IN 4'-0" OF ROOF EDGE). " SEE DETAILS SEE DETAILS RAISE )6 FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES. 8d 0 3 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE TI - MIN. 15 32 32 16, APA RATED PLYWOOD SHEATHING, NAILED w 0.113x2" RING SHANK 0 6" O.0 & 6 FIELD AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4 ON 81.0" ON 81.01 " / ^�� ( " ` i' - PLAN AND FASTEN EPDXY 42" 24" 3x3xO.229" 4" 2" I / / r EDGE). /--- - - w/8d ® 3 O.C. EXAMPLE OF UNSUPPORTED 0 OF R OF'� __ 4- METAL MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w 0.113x2 RING SHANK NAILS 6 0. . EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. THIN 4 r-- , f - r--- TITEN HD 42" 24" 3x3xQ.229" 4" 2"4' ; - / "' / " " " " (UNBLOCKED) P ED u� OF / "I OF EDGE). i I :.. •._.•-, .. • .. .�.• -•�..• :• � ( ) (TYPICAL). U D AN EL GE R0 .. I WALL SHEATHING SPECIFICATIONS: I I I ' � � I I . �••,' I NOTES: FLEXIBLE FINISH-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I I I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND>ADJACENT TO NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. - j L--------J L--------J L-------J w ;.,, " STUCCO FINISH.-MIN. '/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM P • 'TE.TO UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6 O.C. MAX. ROOF Uj 2. WASHERS SHALL BE SLOTTED. (LION}. TRUSSES, OR MASONRY SPECIFICATIONS: MULTY STORY W �, " " FLOOR JOISTS. Q MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH A)1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF GL S 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11"`SLUMP.4*ORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA 'BE USED IN BRICK VENEER. I 3. AS AN ALTERNATE TO THE 3X3 XY4 PLATE WASHER, A 3X3 X,'�8" W/ 11/2"� ROUND CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED. co , - 1. TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL a SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING J CONCRETE MASONRY UNITS_CMU): �' 80.0 80.0 /4" " ( WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL SCALE: 3 = 1-0 �-O SCALE: 3/4" = 1'-0" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, _ Uj REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COU MASONRY NHEN THE WALL HEIGHT EXCEEDS 5'-0". ASTM C9 E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1 " 11 " MASONRY STEM WALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF OE, t/2 /z USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REIWORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT I (3) ROW OF 1 O ' 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 WITH - #4 ® 4-0 O.C. MA 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. SHA L BE INCREASED AS NOTED ON 2 PLY NAILS 0 8" O.C. ° 1/81.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". STAGGERED . SIMPSON BEAM. � • � 2x4 BLOCKING v SDWC15600 3 PLY BEAM. N N CLAY MASONRY (BRICK): 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 END w/3-10d I FRAMING (1) ROW OF IOd •` TOENAILS. W CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. _. DETAILS. TO TOP OF TRUSS AS SHOWN. " ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH �F 3004 IAT 28 DAYS AT 12 O,,G ,, ° PROVIDE 2x4 BLOCKING W CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL S' ' AT HORIZONTAL JOINTS. ='� ..hA:.. ° ° ., 2x6 MEMBERS ROOF SHEATHING, SEE, 3 ROWS 12d (2} ROW OF 10d STUD BELOW 4-10d i O NAILS 0 O.C. LOWER TOP GENERAL NOTES: � �, ;,; •. � � " SPECIFICATIONS BELOW. AT 12" O.C. � HEEL ;P - STAGGERED PLATE AT BREAK: OVER LAP DOUBLE COMMONS FOOTING 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 f00 T IS IrOOMMENDED TO VE IFY SUITABLE I2x 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 ENGINEERS BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE, (CLAY) SOILS. SOIL COMPACa ION AND FILL RIPPED TO:FIT 2x4 OR 2x6 POST OF CORNER CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. TH GAP SHOhIfN. Uj t**4* FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP'HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS A LOCATION FROM THE • ° (3)ROWS OF 5 (3)ROWS OF FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAYING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SI E:OR LOCATION IS NOT SIMPSON d- TRUSSLOK TRUSSLOK z DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED OD SEE ROOF FASTENERS 0 24"o.c FASTENERS WOOD 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'# 0 48" O.C. OR ROD' CHAIRS: FRAMING 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,, ERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION BAR DIAMETERS DETAILS. SH ATHING MAY SDWC15600 CONDITIONS CONDITIONS TE .INMATE AT SIMPSON SEE ROOF F� 2 SIMPSON FRAMING 3-PLY 4-PLY R CONCRETE SLABS ON GRADE: TO OF DBL. SDWC15600 �- 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 SDWC15600 SEE NOTE 1. PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 0 ' SEE NOTE 1. ' TO PLATE. DETAILS. 14" LVL AND G ER ATER 2. "-� DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL. 0 TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVEMETHODS. TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. " < HEEL < 1�-0" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. WOOD FRAMING SPECIFICATIONS: HEEL < 5" 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, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTiNERS 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 SDWC 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 NEPA, TPI,y,AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INS ALLED AT ALL TRUSSES AS 5 ROOF TR SS CONNECTION 6 BUILT-UP MEMBER FASTENING 7 IN 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 BRACING<PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON 80.0 SO �-O SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN ROOF COVERING SPECIFICATIONS: .: SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHMIGS SHALL COMPLY HATH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANU ACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED 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 1514 AND BE INSTALLED � FOR GABLE ENDS. ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. IKNG STUD; TO TOP PLATTE; THAN 4-6 FOR GABLE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND WATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" GENERAL WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS PLATE TO HEADER: KING & JACK KING & JACK SDWC SCREW 0- STUDS SEE PLAN STUDS SEE PLAN 24" O.C. I MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® ® BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL NAILS E.E. PLATES SEE DO NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. " " ��- HEAD OR SILL 2X6 WALL THESE DRAWINGS.IF A DIMENSION IS L31/2x31/2x1/4 4 6'-0 GABLE X-BRACE, SEE DETAIL 10fS0.1 (MIN} SCHEDULE PL�ITES SEE UNCLEAR REFER TO THE TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3�/2 Y/4 6" 8'-0" H6_1 2 HEADER SIZE, JACK AND KING STUD , CHEDULE ARCHITECTURAL DRAWINGS OR DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE / QUANTITY. HEAD Q$ SILL KING STUD TO FRAMING BELOW: ROUGH OPN G, SEE ARCH 1 " 1 " � " HIDDEN UNE DESIGNATES SIDE OF � TRUSS TO PLATE: CONTACT THE E.O.R. L5x3/2 x/4 6 10-0 PLATES SEE CS18 STRAP w 6-10dx1 ROUGH OPN G, SEE ARCH SDWC SCREW RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6" Sw WALL THE SHEARWALL SHEATHING / " 1 " ' " TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP L6x31/2 x/4 6 12-0 NAILING: / � PLAN NAME DESIGNATES 8d COMMONS O 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS " " " " CONNECTON: SIMPSON ANASTASIA L7x31/2"x1/4 6" 16'-0" sd03 s 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 -\( } 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD'DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: DESIGN/DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 CS BMB LAP RESISTANT COATING OF EPDXY BASED ADJ - ADJACENT LG - Ong VENEER GABLE'ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. BM - BEAM MANUF - Manufacture WALLS 2X4 WALL DATE RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT - BOTTOM MONO Monolithic THAN 3'-6" 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC n .Center HEADER FASTENING SECTION 08.25.16 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board DBL - DOUBLE PERP Perpendicular SCALE ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3* WD. DIA - DIAMETER PRE ENG - Pre Engineered T44--4 KING STUD TO FRAMING BELOW: LINTEL •:' �:_ s:• AS NOTED 1/2" ; 4 •- ;.,. CS18 STRAP W 6-10DX1 CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. ® EDGE SCREWS INTO HEADER PROVIDE A /2 EA - EACH PSF - Pounds per Square Foot ;. / " LPA No. VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - ounds per Square Inch • NAILS EACH END. STRAP ATTACHMENT CAN BE SEE NOTE 2 STUD OR 2x10 INTERIOR OR EXTERIOR SIDE OF WALL. CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - t ESSURE TREATED TOLL-16-00501 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT ; uick':Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINIF Reinforce " PER SCHEDULE AT LOWER LEVEL HEADERS-4 8-10d COMMONS GABLE ENDS OR FlilmmE CONTROL No. LOCATED'WITHIN 6 OF / JACK TRUSSES LESS SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d 0 16 GUN NAIL 0 8 TIES 0 12 O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - quare Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN 4321 ( "} " MULTISTORY WIND-ZONE VERT. TIES ® 16" O.C.). SEE PLAN FDN - FOUNDATION SPF - pruce•Pine Fur HOLD DOWN IS SPECIFIED THAN 8 OR OPENINGS LESS NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT - FOOT SYP 'Southern Yellow Pine SINGLE STORY (STACKED WINDOWS) MULTISTORY THAN 3'-REVIEWED FOR CGDE COMPLIANCE SHEET 3"xO.131"0 = GUN NAILS 2"x0.113"O = RINK SHANK " I " SEE SCHEDULE FTG - FOOTING THRU Through UNSTACKED WINDOWS CITY OR ATLANTIC BEACH 12 OF OPENINGS. PROVIDE/1a 0 WEEP HDR - HEADER TYP - Typical 8 TYPICAL HEADER STRAPPING 2"x0.113"0 = 6d 21/2"x0.131"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW 3"xQ.148"0 = 10d 31/2"x0.162"0 = 16d FLASHING. HORIZ - HORIZONTAL - LION - Unless Otherwise. Noted. 80.0 OVAL S060 11/2"x0.148"0 = 10dx11/2" 11/2"x0.131"0 = 8dx11/2" OF BRICK LINTEL LBS - POUNDS VERT Vertical WWF - Welded Wire Fabric REQUIREMENTS AND CONDITIO a SHEET 1 of 9 r r REVIEWED BY; DATE: f 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. WALL SHEATHING PLATE w/ 10d ® 3" O.0 8d COMMON WIRE NAILS o0o, 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. �� \� ATTACH AT EACH WALL STUD w/ 3-16 / NAILS AT EA. FRAMING INTERSECTION. 6" DBL. TOP MAXI (MIN. OF 6-16d BETWEEN EACH TRUSS) PLATE BLOCKING ONLY REQUIRED NOTCH HEADER BELOW TOP PLATT= , 1 AT SHEARWALLS AND I I _& L STUCCO FINISH PORCH SHEATHING, HEADER I �` � Lou P o n t i g o a n d 5-8d COM SEE SPECIFICATIONS 1 Associates, Inc. EACH SIDE E,Q 1 ;,i PORCH BEL W 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING C� ►, SPLICE ® 8" O.C. " _ I 8-GUN NAILS •of HEADER, ® 8 O.C. SHEATHINGS 24 O.C. BETWEEN OUTER WALL HEADER & SUPPORT SEE PLAN. PERPEN ICULAR TRUSS 420 Osceola Avenue PORCH PARALLEL FULL HEIGHT ( ax. beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. I (2)MSTA24 ANCHOR OR DTT2Z 1 CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax. 241-9557 BOARD (TYP) • BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579 EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS OPTION A 24" 16 GUAGE POST BASE: SHEATHING TRUSSES TRUSSES " 4x4 POST:ABU44 STUD WALL FRAMING OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP' w/11 POST 24 1 fi GUAGE SHEATHING SPLICE DIAGONAL 10dx1}¢" EA. END BELOWSTRAP w/11- 6x6 POST:ABU66 / w 2x SOLID BLOCKING FASTEN EA. }i 10dx1J�" EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE '/ittJ I DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS _ 3'4 OSB or PLYWOOD / • ►, w�; ° �®°nesse• 1 ' END w PORCH. CONTINUOUS OVER INTO TOP PLATE & 5--10d TO BLOCKING ® 3 O.C. � . , � .• ° ,�` �, RIM BOARD Y4 3-10d COMMONS -- _--- I PORCH HEADER SLAB HEADER / ''��.° �1 •°'t✓ , SHORTER THANUESL- HT 16 • 6 NAILS INTO BEAM. SPACE r • SEE PLAN ,. . . MAX ®D 48" O.C. OMIT IF WALL It FLOOR SYSTEM. ALIGN CEILING STRAPS " ROD WALL FRAMING WALL FRAMING WALL FRAMING MSTA24 ROOF TRUSS SHEATHING IS INSTALLED Y• No. VERTICAL JOINTS WITH LINE " •• ON FACE OF BEAM yE? WALL SHEATHING STRAPS EPDXIED 6 MIN OR JOIST i FOR PERPENDICULAR SHEATHING SPLICE INSTALL FLOOR TO •• - JOINTS PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF -' TRUSS CONNECTION STA FLOOR STRAPPING PER -f m. 8-GUN .. SEE DETAIL B ABOVE. � F BLOCKING ONLY REQUIRED 5-8d COM _ x F - :.. _� ^t Y, :;y, I ,... PORCH HEADER PORCH HEADER AND OPTION 1 OR 2 k ,. # s Gt,a n{ IES , �,-... ,.,.�; : = NAILS CONTINUOUS 2x6 SYP#2 AT SHEARWALLS EACH SIDE , x ,' i r: M IDS k OR .• �4 „, STUCCO FINISH OF SPLICE I f t;. �`T POST A?_ES2�I LEDGER FASTEN ,o' N 4 j I FULL HEIGHT " QPTION 2 i ; I ANCHOR OR DTT2Z e �, ••••.,.••M° ��C� OPTION 1 5-0.131x3 EA. STUD. d�� r�NAL °O OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD ''��i����lf+..._._.....�ti���w�``'` BASE of POST PARALLEL TRUSS NOTE 1: % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD OP110N 8 ®FLOW. & (1} ADJ. OPTION 1 2 OR 3. TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE 0 DETAIL A Christopher J S a b o u r i n P E 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED E#71461 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPIC L PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION FL P OTED SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 SO. AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/S0.1 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 BOT. CHORD w/ 0.131x3" 0 3" O.C. I I I V �I 2-SIMPSON H2.5T. A 8 A B FIELD ALTERATION 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d ® 3" O.C. ROOF -- ------- O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. __ _ " 1 " " t MAKING ANY STRUCTURAL RELD --------- CONTRACTOR SHALL CONTACT LOU SDWC 15600 -_----44 - A PONTIGo>}AssoclATEs PRIOR TO PLATE w/ 4-0.131x3 11/4 SHEATHING FASTENED TO 32 O.C. 11 II 11 II COMMON. MAX. TOP PLATE w/ 1 Od ® 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL "TT A I I SHEARWALL FIE FIELD ALTERNATIONS DE PRIOR TO 2x SYP#2 CONT. ATTACH UCTION DOCUMENTS.ANY 1fi MAX. OSB WALL B D D D C C D FASTEN CATS EACH END w17 TO TOP PLATE AND TRUSS SHEATHING C C BEING APPROVED BY LOU PONTIGO 8 3-0.131x3" COMMON TOE NAILS w 0.131x3" ® 3" O.C. EDGE OF ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 2x MAY OVERHANG TOP PLATE. SHEARWALL INSPECTION FEES. C SHEARWALL OR SHEARWALL EXTERIOR WALL BCIC�3" 6" SW 8d®3" P FO D SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE ALTERNATE A 6LTER Aly TE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEETS STRAP KING POST TO rTRUSS UPLIFT TABLE AT LEFT A U 1n COINER STUDS A UPPER TO LOWER S1UDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 -/ - ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/,a" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"0.�. FLOOR SW 8d®3/6 (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED 41 TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS TRUSS. I - ENDS DS TO FOUNDATION ® END STUDS TO FOUNDATION 0 3 O.C. FASTEN TO TOP LEDGER FASTENED w 8dO3/6HTT5 OR HDUS SW 8dO3/s: HTT5 OR HDUS HEADER DOWN CONNECTION HEADER UP CONNECTION PLATE w/ (2) ROWS f' - 7/�g" OSB TRUSS WEBS WI CONNECTION CONNECTION OF 8d ® 3" O.C. BLOCKING w 3-0.131x3" { RWAL NOTES: © SOF TE ANCHORS �'E PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR NEL / SEE SCHED LE ON DETAIL 3/SO.0 �EE SCHEDULE ON DETAIL 3/SO.0 CALL OUT CALL OUT FLOOR COMMON. 1. T ROOF TRUSS, » » 2x4 SPF f A H2.5T O 32 0 .`:`'`TbP & HST A LS18 A 32 D.C. LU SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING ! CONTRACTOR MAY SHEARWALL NOTES I CHOOSE A,B,C,D, OR G. 1. PROVIDE`3(67 OSB ,SHEA I G WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ SYP#2 CATS A 12"! PROVIDE 2x BLOCKING AT PANEL EDGES." " ` C (1)M$TA24 STRAPS C (2)CS16 STRAPS(2) ROWS 0.131x3 ® 3 O.C. INTERIOR 3-0.131x3" NAILS 0 6" O.C. \\ 2x4 O.C. FASTENED TO OM' _ 2. SE ALTERNATE A. SHEARWALL. PLATE w/ 4-0.131x " AT EXTERIOR WALLS 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLA�1 D FULL HGT THREADED ROD SEE PLAN SW-2 COMMON. ; END NG BETWEEN ROOF END POSTS. FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS SHEARWALL OR TRU SES. r (TYPICAL} EXTERIOR WALL i+ L 3. FASTEN ALL INTERIOR SW 'TO ROOF OR FLOOR TRUSSES PER 5/S0.1 ALTERNATE L E E D E ALTERN ATE F 3. SE ALTERNATE , W E F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 -q ATTArH1,1r'1"-r 5 SHEARWALL ATTACHMENT AT ROOF a FLOOR 6 T1 P�CAL 5H ARWALL ELEVATION S 7 HEADER TIE DOWN TEo S0.1 S0.1 PROVIDE SOLID BL TNG WITI•WV FLOOR SYSTEM AT SW END POSTS. 50.1 THIS DETAIL ONLY APPLIES WH NOTED ON PLAN } 8d COMMON NAILS NAILS, TOE 2x4 SYP#2 OUTLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 9RAdNG NATES AND SPECIFICAT1ddS ROOF NAILS (TYP. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT AT 3" O.C.(TYP) TRUSS ® 24" O.C. FOR T-BRACE SHALL BE 1x4 SYP 3 2x4 BLOCKING. FASTEN OR BETTER OR 2x4 SPF#2 OR BETTER. EACH END w/3-10d H3 Q$ H2.5T HURRICANE CLIP ® EA. # 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON) FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER _ 2.)BRACING LUMBER SHALL INTERSECT JACK STUD COMMONS (4) TRUSSES APPLIED I•I THE WEB OF THE BRACED TRUSS, PER JACK STUD JA DOOR OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I.I DELEGATED TRUSS ENGINEER. AT DOOR ° Q II `i I I 3.)PERMANENT PERMANENT BRACING 0 ANGLE 2X6 BRACING APPLIED TO 1'1 WHERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 w/ 10-8d COMMON BRACEDRAWINGS. THE FRONT SIDE OF WEBS. 1.1 PROVIDE 1x SYP CONTRACTOR3 Fiiiiiiiiiiiii OR BETTER ALL NAILS FROM RAFTER TO LEDGER # Y4"x31 " AND LEDGER TO ROOF MEMBER. THESE STRAPS 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO 11 BOTTOM CHORD BRACING PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT'208 2x4 SPF#2 i MAY BE OMITTED " 1.1 PERPENDICULAR TO TRUSS BOTTOM SCREW RECESSED IN SLAB BLOCKING WHEN OVERFRAME / I I CHORDS AND ATTACHED TO EACH REQUIRED FOR BRACE GABLE END TRUSS. WEB w 12d 0 6 O.C. - w/) THREADED ALT. TO BOTH H3 ABOVE RAFTER LENGTH ►► LENGTHS > 8'-0". T-BRACE TO BE THE 1.1 TRUS WITH 2-8d COMMON NAILS. AT ROD EPDXIED 4 LESS THAN 4'-0" 'FASTEN w/10d COMMONS SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE DIAGONALS PRODIDE MTS12 Q$ CS16 DIRECTLY 2X4 #2 SYP BLOCK O EACH AND GRADE AS WEB I I AT END WALLS PROVIDE DIAGONALS 6 ON-CENTER CONTINUOUS LATERAL BRACING, SEE O ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. AND ROOF MEMBER. END W/ 3-10d TOENAILS LOCATION. I� MORE THAN (1) LATERAL I I (APPROXIMATELY 4570) TO THE CONC. CONC. 1*1 SLAB SLAB BRACE IS NEEDED, OVERLAP BRACE, ADJACENT EXTERIOR PERPENDICULAR h BLOCK TO DBL TOP LI TIO FORMALL AEEN EACH ZIGZAG PAINE TTERNF A RACING oPLT W/ 2-H2.5T AS SHOWN. CONSTRUCTED OF THE SAME BRACING ELEVATION'VIEW ELEVATION VIEW PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT t° MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I " NECESSARY AT HIP ROOFS. ALSO I 0.131x3 TOE NAILS ® 8 O.C. ALONG EXTERIOR WALLS PARALLEL TO FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE OPTION A OPTION 8 TO DBL TOP PLATE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST 2x4x6' SYP#2 LATERAL BRACE EA. I " LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM 8-10d - I�LSTA12 48 O.C. Q$ DBL TOP PLT MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL SDWC15600 ® 36" O.C. OMIT IF 8 FRONT ENTRY )AMB FASTENING wHEN s DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING OLEO oTEo TU FASTEN OVERFRAMED ROOFS VALLEYS ETC. S0.1 NOTES;, 1. SPACE GABLE END BRACING 0 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" FRAMING SO 1 SOA USE THIS DETAIL 5 A t 2. ALL MATERIAL TO BE SYP#2 - MIN 2' PLY STUD MIN 2 PLY STUD IN LI OF 2 STUD IN LIEU OF 2 STUDS DETAILS �0> ITS CEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO S TER A TO SISTER A OR BEAM GIRDER TRUSS -- FULL HEIGHT MIN 2 PLY 36 LNG STUD 36" LONG STUD OR BEAM WASHER t PLAN 1 X I (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- ANCHORING 0 _ `___�-I-_ I�NCHORIN FOLD OVER TOP PLATE (2)MSTA24 STRAPS . . 0.131 Vii" GUN 0.131x3" GUN NAILS I ANCHORING SYSTEM: THE THREADED ROD ANCHORING STEN w/18-10d FOLD OVER TOP PLATEA SIMPSON HTT5 OR 2 MTS12 DOUBLE -FULL HT. SYSTEM SHALL CONSIST OF VO A307 THREADED - FASTEN w/18-10d HDUS. FASTEN NAILS (2)MTS12 O SOLE FULL HT. TOp pLq ANCHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 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 THESE DRAWINGS.IF A DIMENSION IS SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x 76" STEEL WASHER. / �► " W 8 Y4 x11 UNCLEAR REFER TO THE STUD t FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS PLATE � - . . V OR POST. , THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FU L HEIGHT o, SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR ROD MINIMUM 2 PLY , LTT20B THREADED ROD \-(2)H2.5T (2)H2.5T CONTACT THE E.O.R. FULL HEIGHT I� __ _--- ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM STUD DE D WITHIN 6" OF MINIMUM _._ --- PROVIDE A HOLE IN THE PLATE 14" LARGER THAN THE 1�" TH EA DRO GIRDER SEE PLAN THREADED ROD 2 PLY " ( ) 2 PLY AT 2ND STORY PLAN NAME ! - -- EPDXI 4 MIN. SEE PLAN ELEVATION T DIAMETER OF THE THREADED R00 USED. WHILE TURN TITEN HD STUD AT 2ND STORY THREADED . . STUD STUDS PROVIDE Q. O + SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ROD EPDXIED •�•• 2 CS18 STRAPS ANASTASIA (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5 MIN 1� THREADED ROD AT BASE OF STUDS DESIGN/DRAWN/CHECKED a FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS EPDXIED 4" MIN. STEEL COUPLER 1 (OPTIONAL, LOCATE __- ANCHOR = -�J NOHOLEA RODS MAY BE SLANTEDIMATELY FROM TRUE RODS SIMPSON TITEN HD ROD COUPLER" (FLOOR TO FLOOR) MINIMUM (FLOOR TO FLOOR) CS BMB LAP AS NEEDED) AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ` i RODS THD37634RC ( x6 4 } AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLO DOWN SEE PLAN: DATE THE NUT ABOVE 1HE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD SECURED OVER THE iKASHER TO A SNUG-TIGHT _W/8- _ " " ROD = HTT5 Z 08.25.1fi ► FULL HEIGHT ANCHOR INSTALLATION CHART CONDITW PLUS �_� AM OF A STANDARD , ; ; w/8 Y4 x1J¢ HTT5 » SCALE FLOOR WRENM {APPROMMIATELY 30 FT.-LBF. OF TWaM. ; ; SDS SCREWS 2 2 BUILT-UP POST, BUILT-UP POST, FRAMING A C QD E F DUE AND BUM.ONrG " SEE PLAN. SEE PLAN. AS NOTED THREADED 2 FULL HEIGHT ROD +� w000 PLATE CONCRETE WASHER EMBEDMENT EDGE SHALL RE-TIGHIQI NUT t LPA No. THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LSA. OF 1ORGUE AFTER ALL TRADES ARE COMPLM AND PRIOR TO SEE PLAN PER PLAN. 3/8 '/2 00 '/2 00 2x2x'/e" 4" 4" 2" 3" � ' LTOLL-16-00501 _ EMBEDMENT 5/8 3/4"0 3/4"0 3x3x'/4" 7.5" 12" 21¢" 3" EPDXY ANC EPDXY:ANLL THREASEE INSTALLATION BE I A FOR ALTERNATE FOR HTT5 or HDU5 DTT2Z LTT20B OPTION 1 OPTION 2 CONTROL No. DRILLEDEPTH O MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE j F HT A REQUIREMENTS " FULL HEIGHT ROD V FULL HEIGHT ROD FULL HEIGHT TR N 4321 FULL HEIG ANCHORI rli-E COP WALL SECTION THREADED ROD INSTALLATION CHART 3 " LL HEIGHT ROD ALTERNATE SHEET �8 HOLD DOWN ATTACHMENT DETAIL r12 FULL -(EIGHT WOOD FSE WALL ANCHORING SYSTEM 13 A CHMENT 14 FULL HEIGHT THREADED ROD 15 Vmm 16 GIRDER / BEAM STRAPPINGS061 S0.1 i i S0.1 ALTERNATE So.1 TED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN INN- SHEET 2 OF 9 � � OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE I HEADER AT TOP OF ROUGH OPENING ;r STUD TO TOP PLATE: SDWC15600 SCREW. Lou P o n t i g o a n d .. . . . . . . . . . . 032" O.C. Associates, Inc. ANCHOR . .. . . . . . . . . . . PER PLAN r' 420 Osceola Avenue )ax. Beach, Florida 32250 STUDS TO TOP PLATE STUD TO BOT PLATE: Ph. 242-0908 Fax.241-9557 HEADER TO S LICE 2x6 x 4'-6" P.T. SYP NO.2 BOT PLATE TO TRUSS SDWC15600 SCREW. /) LEXTEND - - O 32" O.C. FL:CA# 8344 SO CA#3579 FAR SIDE OF WALL E POSED RAFTER TAIL TO EACH ROOF Y4 x47 LAG SCREW 6x6 POST AS SHOWN. USS ® 24" O.C. WITH ROUND WASHER J16 AT EACH FLOOR TRUSS 4'-0"x4'—O" PIECE OF WALL SHEATING INSTALL AT UPPER 2 2x6 CORNER 1" BELOW GARAGE HEADER ( > DETAIL A 3". . oI JACKS ON EXTERIOR STUD (TRIMED AS PRE—ENGINEERED �' .�'' �j� •• �''°z ��' AND (1} U SHOWN) WOOD ROOF TRUSSES. 2X SPF BLOCKING •$ �S' '•••� KING. WOOD BEAM PER ARCH FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS 12d COMMON RIPPED TO FIT 6x6 POST SEE PLAN WIRE NAILS WITH GAP SHOWN �Cj ' •.�r 2H2.5T IN 3" GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING ( } 0 4" O.C. `� a STUD IQ BOT PLATE: (STUDS, BLOCKING & SILLS) TYP. 4x4 HORIZONTAL LE STAGGERED SOFFIT, SEE BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. o 3-10d TOENAILS " " 'n•: F ARCH. 0 32 O.C. x8 LAG SCREW Y4"x47¢" LAG SCREW -�- -�- � ^ T NAILED TO w 3-16d .SINKERS -- EACH SIDE RECESSED ;` 'W "` f .` T"' x �x WITH ROUND WASHER , •� [�n N DOUBLE BLOCKING AT PANEL JOIN / ; '' ' ' { . �r •o • `� N l� AT EACH FLOOR TRUSS ;. • •�0 Q`••���,; v-� 4x4 DIAGONAL DOUBLE f'o�'�i ��,`°•..��,...•• �� `4`e��� 00 6x6 POST WITH ABU66 1x4 P.T. SYP . TOP PLATE' '`; 1'-4" FASCIA rr��4i � Ada. THREADED ROD EPDXIED 12" MIN. "x8" LAG SCREW Sol RECESSED SHEATHING MAY Christopher J Sabourin PE 4x4 VERTICAL TERMINATE AT FL P E#714 61 TOP OF DBL. TOP PLATE. REVISIONS DATE ALL EXPOSED ME AL TRUSS OR BEAM PARALLEL TO WALL ABOV E CONNECTORS AND FASTENERS SH ALL r BE STAINLESS STEEL 3 RAFTER T IL DETAIL 2 TRELLIS - BRACKET DETAIL 4 WALL STRAPPING DETAIL 1 GARAGE WING WALL FRAMING LESS THAN 12 " " S0.2 SCALE: 3/4" = 1'-0" S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 1ED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: 3/4 = 1 —0 FIELD ALTERAMON CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN STUD TO TOP PLATE: ADDITIONAL ENGINEERING OR SDWC15600 SCREW. INSPECTION FEES. 0 32" O.C. j I I Z LD BOT PLATE TO FRAMING BELOW CS180 32" O.C. �( w W i W i I 5 WALL STRAPPING DETAIL W �1E0 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO l J W Z F- m . o MISIC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOR. PLAN NAME _��) ANASTASIA DESIGN/DRAW N/CHECKED CS BMB LAP DATE 08.25.16 SCALE AS NOTED LPA No. TOLL-16-00501 CONTROL No. 4321 SHEET FILE CC. S062 SHEET 3 OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT UNE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS DQ Lou Pontigo and T BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue 2 1 1 3 Jax. Beach, Florida 32250 S1.01 S1.01 S1.01 S1.01 Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SO CA#3579 00 II ♦`` O .J ®Asara• •a• +� I : tee •� I I N I I F2.5 cv s O • • 6 1 1 I I I I , I ----- STA F S1.o1 1 -4 ST- _, - - I I : . �,, ,.•w o I 6 I I S1.Q1' •"�• s„ •• '°[��``V`, N } 8t-6" SAWC T Li 76 I I Christo her Sabourin PE F2.0 I I I p l \ � N5' ( S1. 1 L_ -I REVISIONS D14- .01 U) >I18'_4» 6 -0 - 4'-8" 10'_10» I I cel of I I 1 1 I I �01 - - �- - - - - - - - IN I SAWCU T DO o I I L. - - - - - - - - - - - - - - - - - I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU MONO FOOTING TO L_ 6 � I I I I PONIGO&ASSOCIATES PRIOR TO STEMWALL w/ F4.0 ANY STRUCTURAL FIELD S1.01 ( I STAIRS BY BUILDER. MODIFICATIONS WHICH MAY VARY 2-#5x30" DOWELS PROVIDE 2-#4x4'-0" I ( I I I o STRUCTIONDOCUMENTM THE INTENT OF THE S..ANYL FIELD ALTERNATIONS MADE PRIOR TO EPDXIED 6" MIN. (TYP) CORNER CRACK BARS AT J I ( BEING APPROVED BY LOU PONTIGO IY SLAB MID-DEPTH (TYP.). ( MONO FOOTING TO ASSOCIATES MAY RESULT IN -�01 ADDITIONAL ENGINEERING FEES. OR ___------ --�� ( STEM WALL w/ 2-#5x30" _6 DOWELS EPDXIED 6" MIN. I PAVERS 4 BY OTHERS 7 TF 4" CONCRETE SLAB w/ - - - - - z FIBERMESH @ 1.5 LBS/CU. D. - - - - - - - - - - - - - - OF CONCRETE OR 6x6 W1. xW1.4 6 4 LD 11 WWF ON EMIL VAPOR BARRIER S1.01 I ( S1.01 �01 I IN PREPARED GRADE. I S1.01 7 ILO C!1 S1.01 W -- I r � L1J STAIRS BY BUILDER. Q PAVERS I BY OTHERS � � _ - 12x12 PIE w 2 � i � R / # PROVIDE SAW C I I- I I VERTICAL. TOP OE PIER 2/S1.0, BUILDER-- I I I I F2 5 - W COORDINATE WIIH I I I I MONO FOOTING TO F.F.E. LL �_01 FLOOR MAT RIA o as 1 1 w I I STEMWALL w/ 2-#5x30I cv DOWELS EPDXIED 6" MIN. , I N I 18'-11" I I 160 -610 I I 11 P-6» 1,_8» I I 1 6 5 .01 Uj S1.01 I Lf - - - - - - - -- - - - - - - - - - - - - - - - - -� F2.5 J F3.0 11 MONO FOOTING TO F3.0 S1.01 STEMWALL w/ S1.o 4 G S1.01 0W 2-#5x30 DOWELS � M z 12"x12" CMU PILASTER BUILT EPDXIED 6" MIN. (TYP) �. INTEGRALLY w/ STEMWALL w/ (2) #5 VERTICAL T/PILASTER = F.F.E. s 0 U c l I FOUNDATION PLAN Is t SCALE: 1/4" = 1'-D' FOUNDATION PLAN z 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 w ANASTASIA DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE CS BMB LAP 3-#5 EA. WAY BOT. 1'-0" 2'-0" 2'-0" F2.0 DATE 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 08.25.16 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 i SCALE 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 I AS NOTED 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 LPA No. 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 I TOLL-16-00501 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL. FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT.. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4321 REFERENCE ONLY. SHEET 2. FIGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. Flillw&E CCPY 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 OF 9 - PROCTOR IN ACCORDANCE WITH ASM SH EET 4 F711 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. Lou Pontigo and (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. Associates, Inc. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. SOLE PLATE ANCHOR, 420 Osceola Florida32e 1 —#5 CONT., PROVIDE SEE 7B S1 .01 8" CMU OPEN BOTTOM LINTEL )ax. Beach,Flrida 32250 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) / SEE 3/SO.0 Ph.242-0908 Fax. 241-9557 FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS FL:CA# 8344 SC:CA#3579 LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN PERMANENT LATERAL SUPPORT DETAIL. SLAB ON GRADE, 51" --- SLAB ON �—� SEE PLAN. • 2 4. �4 a — GRADE, , \X SEE PLAN. ,,Y` C ' 1'� ,.( •�aasasaar GRADE OR CONC. ° r/\� / `` � \ \'� / f a � 4• ' .ice✓r � SLAB, SEE PLAN. No. #4 DOWEL TO MATCH VERT. ,,�\\ 8 CMU STEM WALL W/ '� __ H.OkSCE.R.- P,AN SLOPES TO DRAIN SEE ARCH SLAB ON - ,�, ; STAT F �- S-TEbIWALL REINFORCING SEE f`'� .., a a 4 VERTICAL DOWELS @ 24 O.C. o STEMWALL SCHEDULE e� \ ( E ,.„ �. ` A # r r4 \ - ,. PSN. :''MAINTAIN 4" MIN. SLAB THICKNESS. GRADE— 4 90' --f,, C' °�Q�� •� <c. ,��` BEND INTO FTG. 'f SCHEDULE) w/ 6S HOOK INTO -'"�' -' -'r=;,;\ 't \ d -r- Opp , CMU \\ 00 �'` /� \ -'�\ SEE PLAN \�. �,,` � _..,... . o`a�,.. N COURSES REINFORCING �° ,� �\ \� \ iPl co \ FOOTING. LAP VERT REINFORCING / w min \ d e t� d C „ ti \\ 4 4PldI6SS1Ri14\\ r 1 TO 6 #4 VERT. @ 48"O.C. . \ 25 1F STEMWALL 15 GREATER �, \ o w d Q d \ THAN (3) COURSES. ° -'�\ d 7 TO 10 4 VERT. ® 24"O.C. U Christopher ) Sabourin PE # / ° ® STEMWALL, SEE 1 /S1 .01 `— " �`` CONTINUOUS CONCRETE FL P E#714 61 11 TO 12 #4 VERT. @ 8"O.C. CONT. CONCRETE FOOTING \\ . . FOOTING \�\ 3 CLEAR STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT. TYP REVISIONS DATE HAVE TRUSS TYPE HORIZ. JOINT L.2—STORY, w/(3)#4 OR (2)#5 CONT. REINF. BETWEEN EVERY OTHER 10 d x 20 w I, COURSE. FILL CELLS SOLID. 10x20" w/ 2—#5 CONT. ri-N� STEMWALL FOOTING 2 FOO ING W/ SHOWER RECESS 3 GARAGE STEMWALL S1.01 SCALE: 3/4" = 1'-0" S1.01 (IF RE UIRED) S1.01 (IF REQUIRED) FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL TYPICAL WALL FRAMING AND ANCHORAGE CONSTRUCTION DOCUMENTS.ANY PER CONSTRUCTION SPECS. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO$ ASSOCIATES MAY RESULT IN (1)#5 CONTINUOUS, PROVIDE , ADDITIONAL E GI FEES OR CORNER BARS (TYPICAL) d STEP, SEE 12" HOOK INTO SLAB. — --% ARCH. 4 a (4" MAX.} EQUAL TO SLAB i THICKNESS. Z SLAB ON GRADE, ' 7B @SAB RECESS CD SEE PLAN. - BRICK VENEER IS W ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING Q WALL FRAMING--\ SIZE. M 1 DEEP SAWCUT w SLAB ON GRADE W 8" CMU STEM WALL W/ ELASTOMERIC SEALA IT /SEEIPLAN 2—#5 CONT. SLAB ON #4 VERTICAL DOWELS @ 24" O.C. D 4 b GRADE— _�4_ � STEP, SEE ARCH. PLAN. 90 BEND INTO FTG. ��\� _ ,j SLAB ON / SEE PLAN Q ° SLAB 0 - .- X, —--° GRADE, i ---=---- d—T---- — -� GRADE, SEE PLAN. �^ NOTES: �,� f SEE PLAN. °° �I 1) PROVIDE WCUTS TO' Cf1 EA TE \� 4 CONTINUOUS CONCRETE • r, APPROXIMATE 12 X 12 MAX. SQ. / _ _ � / / �\� FOOTING » 2) SAWCUT C NC. SLAB WITHIN 4 TO V \ 3 CLEAR 12 HOURS OF CONC. PLACEMENT. OPTIONAL "x1 � 3" TYP " 8 6 1—STORY, w/(2)#5 CONT. Uj 2 FLAIR 8"x20" 8"x16" 1—STORY, w/(2)#5 CONT. 10 x20 2—STORY, w/(2)#5 CONT. w 2— 5 CONT. g"X " 2—STORY, w/(2)#5 CONT. / # J 5 BEARING AT INTERIOR _ D 4 STEMWALL AT GARAGE SA CUT DETAIL 6 MONO, FOOTING AT STEP-DOWN J S1.01 SCALE: 3/4" = 1'-0" �-oSCALE: 3 4" 1'-0" SCALE: 3 4" _ '— " — '- " LU / / S1.01 / 1 0 �-O SCALE. 3/4 — 1 0 W " o u TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. TYPICAL MONO— TYPICAL WALL FRAMING FOOTING NOTES, MATCH DOOR 3�4' AND ANCHORAGE PER WITH, SEE ARCH. RECESS MISC CONSTRUCTION SPECS. SEE DETAIL 1/S1.0. 4 SLAB ON PAVER BY a. GRADE, FRAMING SLAB ON � ad. � SEE PLAN. BO1D BEAM w/1—#5 OTHERS GRADE Q : PAVING DETAILS ' ° v' BY BUILDER — SLAB ON SEE PLAN. p . 12"x12" 1#5 CONT. ; / Z d ' °° - ��G a GRADE, a DETAIL 1 OB Q a SEE PLAN. 1 �— \ z E.J. \\�8 MASONRY \ 1 0 ��\ — d a / STEM WALL w/ \\ \ \ MATERIAL Z Q oo a 1 / \ � / 1— 4 @ 48 O.C.C. SLAB ON GfADE OR NC. # DO NOT SCALE DIMENSIONS FROM ALT. FOOTING A T \ \ a•' \�� N a d i+ \\ \ THESE DRAWINGS.IF A DIMENSION IS BUILDERS DISCRETION. �� \ \/ ,.� —�- GRADE, SLAB, SEE LAN. UNCLEAR REFER TO THE ? \ a / // v a \� / -' SEE PLAN. / �/�� ARCHITECTURAL DRAWINGS OR \\ \/ vd ° %\ 4d / A T TIN A T a �` \\ \\\ j\ \�•''\\ . N \/ \/ L . F00 G // LV .. BUILDERS DISCRETION. / a -- \ ' PLAN NAME \ d ,\ \\ d ; THICKENED EDGE d ANASTASIA #3 @ 48 O.C. Q$ — w 1— 5 CONT. $ x8 DETAIL 10A 4. d DESIGN/DRAWN/CHECKED / # \ ROD CHAIRS (TYP.) 24 3 #4 HOOKE[ �. �, 12" 1—STORY w/(2)#4 CONT. VERTICALS S" 0.'-6. 12 ` �- • cs BMe LAP DATE ISOLATED FOOT (2)#5 CONT. / \� " ING,. 16" 2—STORY, w/(2)#5 CONT. 8 SEE PLAN REINFORCI G, 08.25.16 SEE SCHEDULE. 2" THICK x 20" WID SCALE AS NOTED ISOLATED FOOTING UNDER MONOLITHI EDGE 11� THICKENED SLAB 11 PORCH STEM WALL w PA LPA No. 8 MONOLITHIC EDGE FOOTING 9 / VERS TOLL-16-00501 �01 SCALE: 3/4" = 1'-0" S1.01 SCALE 3/4" _ 1' O" S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" CONTROL No. 4321 SHEET FILE U�t_I S1001 SHEET 5 OF 9 i I t SYMBOLS LEGEND 1 DESIGNATES SHEARWALL THE HIDDEN . LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OFPLYSSUPPORT& AHEADEKING R. STUDS NEEDED FOR Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. GARAGE PORTAL FRAME, 6S-1/1 JACK/KING STUDS NEEDED FOR / (2)2x6 '(2)2x6 (2)2x6 SEE DETAIL 1 SO.2. SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue 2 SPF Jax. Beach,Florida 32250 SPF#2 SPF#2 � -- BEAM OR TRUSS, SEE PLAN Ph,242-0908 Fax.241-9557 POST. (2)2x6-1/1 (2)2x6-1/1 C(2)2x6-1,/1D. C(2}2x6-1/1- POST. POST. {2)2x6-1/1 --� FL:CA#8344 SC:CA#3579 _. ANCHOR LEGEND ` E I No No SPF#2 I �_ - %" A307 DIAMETER FULL HEIGHT CONT. HRU I (4)2X6 I POST. ( X THREADED ROD, SEE DETAIL 12/SO.1 ICULA ALL I SPF#2 I I I IOR = I I I I I _ 6x6 SYP#2 POST �' ��vi. * tQ • �- to POST. I _ _ TRUSS FG09 ABOVE _ I _ _ OSB WALL I I I - %" A307 DIAMETER FULL HEIGHT � 1.•• ; �t•• = I I I W/ABU66, SEE X5 THREADED ROD, SEE DETAIL 12/SO.1 FASTEN TOP F WALL PER i > __ DETAIL 1/S0.2. » - v '•2 N N � � w SHEATHING \ i DETAIL 5 S 0 I (3)2x4' �p Q I ODATERM T307 ERMINATES AT ETER FIRST FLOOR C• N O. TOP PLATE, SEE DETAIL 12/SO.1 • °O I � to SPF#2 I =IN- Q I - " ` I 1 = POST. I - ___,.04 �;;, ,, t'Q"" A A307 DIAMETER THREADED A E F a I I \ I �� ROD TERMINATES AT FIRST FLOOR I: CV TOP PLATE, SEE DETAIL 12/$0.1 I N TRELLIS w/ ```���:;••� � •;•o'`�`� ` itoe,taaat,sertto FASTEN TOP OF BRACKETS SIMPSON HTTS SEE DETAIL 15/$0.1 OSB WALL 1 (2)2x4 SPF# WALL PER 4 1v I SEE 2/$0.2 Christopher J S a b o u r i n P E CC iSHEATHING. I OST. I DETAIL 5/S0.1. I I F L P E#714 61 SIMPSON DTT2Z SEE DETAILI5/SO.1 aI REVISIONS DATE SIMPSON LTT20B SEE DETAILI5/SO.1 AA STRAP HEADER TOP LL LLJI SDWC1 0 8 O.C. INOX > PER 7/S0.1 > D o I m1 2x4 SPF 2 1 m 1 1 12" LONG LIGHT GAUGE STRAP Q LSTA12 FASTEN TO TOP PLATE AND STUD Q STUDS 6 PF„ STUD r- GARAGE PORTAL FRAME, WITH 5-lad COMMONS N N @ 12 O.C. 1 SEE DETAIL 1/SO.2. WALL STUD SCHEDULE � q�, N U0I a (!) I LOCATION PLATE STUD SIZE X ! to 1ED I �4 TOP PLATE TO STUDS: HEIGHT & SPACING 6x6 SYP#2 POST 9'-1" 2x4 SPF#2 0 16" O.C. FIELD ALTERATION » I- EXTERIOR MAX SDWC15600 ® 48 O.C. ( ) I / SEE 5 2X6 w ABU 66, CONTRACTOR SHALL CONTACT LOU 10'-1 2x6 SPF O 16" O.C. EXTERIOR PONTIGO 8 ASSOCIATES PRIOR TO SYP#2 D E TA L 1/SO.2. MAX 2x4 SPF#2 0 12" O.C. S0.1 FOR ANY STRUCTURAL FIELD POST. PROVIDE MIN (2) 10'-1 TO MODIFICATIONSWHICHMAYVARY SEE DETAIL 3 I EXTERIOR 14, O 2x6 SPF#2 0 16 O.C. FROM CONSTRUCTION INTENT OF THE DOCUMENTS.ANY / SOLE PLATE ® 32 O.C. I INTERMEDIATE BEAM CONN. (TYP.). JACK STUDS INTERIOR 10'-Om X 2x4 SPF#2 016" O.C. FIELD ALTERNATIONS MADE PRIOR TO It MAX BEING APPROVED BY LOU PONTIGO& TOP PLATE TO STUDS:: C4 INTERIOR 12'-D" 2x6 SPF#2 o 16" D.C. st ASSOCIATES MAY RESULT IN ----- - --- -- (2)2 4 TU D S SDWC15600 @ 48" O.C. `. MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL EN FEES. OR SElQ NA7EE4 s I ® 12 2x4 STUDS @ 12" O.C. FRONT EN TRY 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 1 I I I JAMB FASTENING 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. \\-(2)2x6 SPF#2 2x8 PER 8/S0.1 CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. POST. WALL C(2)M-2/2) 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERNU-1 (3)2x4 SPF#2-;/ YELLOW PINE > I POST. 1 ( 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 1 1 Q 1 1 I U:�: V 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS J I S1.1 (2)2X4 I (2)2X4 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. Ln> , N SPF#2 SPF#2 STRAP HEADER �--R-. 2)2x10CV PER 7 SO.1 MINIMUM. SEE 3/SOA FOR ADDITIONAL ANCHORS AT �--- � POST. POST. / SHEARWALLS Uj o I IIjllllljj SS F02 ABOVE _ (2}2x10 1/2 - W w TRU _ _ COMBINED USE PANEL NOTES Q cl � 1 I I - - - - - - 6x6 SYP 2 POST SET ]--,.DIRECTLY ON RAD 1. EXTERIOR WALL SHEATHING SHALL BE cc B WAFASTEN TOP OF I = CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST J PIX- I � 0 LL BELOW w ABU66. SEE Lc� N I = WALL PER l / TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING W �� X M S .E THING. I DETAIL 2/S0.1. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS w N DETAIL 5/S0.1. I r j I o a o N I ( I 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATI N . I CIN� .m I I o s 1 Q ( I ,% 3. UPPER MOST TOP PLATE SUPPORTING ROOF J N OSB WALL I �' PROVIDE MIN (2) x MEMBERS SHALL BE STRAPPED AS SHOWN IN o SHEATHING. I INTERMEDIATE JACK DETAIL 1/so.o I I _ TRU'SS F 01 ABOVE _ _ _ I� I STUDS. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2x8 �- I Uj I cn I I 3/$0.0 WALL STRAP HEADER I $TRA HEADERN PER 7/S0.1A I GENERAL NOTES rR :D 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD (2)2x6-1/1 (4)2x6 (2)2x8-1/2 (2)2x6-1/1 ' SIZES AND SPACING. AT GIRDERS AND BEAMS, ( )2X6 x PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Q SPF#2 (2)2X10 PLIES. J 6x6 SYP#2 POST SET DIRECTLY POST. S F#2 2. SEE SHEET S0.0 FOR ROOF AND FLOOR Uj ON STEMWALL BELOW w ABU66. ! I POST. SEE DETAIL 3 S0.1 FOR / SHEATHING SPECIFICATIONS. 0 z BEAM CONN. TYP. . SEE DETAIL 2/S0.1 (TYP•)• I ( ) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE j PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES m f ; TOGETHER PER DETAIL 6/SO.O W 4. INSTALL SOLE PLATE ANCHORS PER DETAIL re 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS 2x4 BLOCKING ROOF CS-18 STRAPPING DETAIL © 24" O.C. TRUSSES CS,B STRAP w/ ,a" IST FLOOR END LENGTH. FASTEN THIS END w/ 9-10d. W FRAMING 3- OCI WALL FRAMING Z SHEATHING NAILER COMMONS FIRST LEV EL WW L FRAMING PLAIN SOLE PLATE ANCHOR SPACING SCHD PLAN +100-0" SCALE: 1/4" = 1'-0" ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED NO NAILS REQUIRED A.F.F. FLOOR IN CLEAR SPAN CRIPPLE STUDS SHEARWA LS .. TRUSSES 24 O.C. DO NOT SCALE DIMENSIONS FROM 16" O.C. (SW 8d® "/6"} OR JOIST. THESE DRAWINGS.IF A DIMENSION IS Z UNCLEAR REFER TO THE SOLE PLT WHEN NOTED ON PLAN WALL FRAMING w ARCHITECTURAL DRAWINGS OR SEE NOTE 2 0 CONTACT THE E.O.R. 00 oo HEADER SEE PLAN CS18 STRAP w/ 10" PLAN NAM- 1. INSTAL SOLE PLATE ANCHORS PER DETAIL END LENGTH. FASTEN 3/$0.0 THIS END w/ 9-10d. ANASTASIA +8'-�" DESIGN/DRAWN/CHECKED A.F.F. 3-1 Od TQEN AI LS 2. ANCHORSPACING SHALL BE AS NOTED. FOR EXAMP E - SOLE PLT 0 36" = 36" CS BMB LAP 2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK oN-CE TER SPACING DATE 15600 SDWC SCREWS ORIENTED HEADER OVER 08.25.16 @ 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN SCALE TO JACKS EACH EACH END As NOTED W/(1)A35 HEADER SECTION LPA-0 TOLL-16-00501 S1.1 CONTROL No. 4321 SHEET FILE COPY • SHEET 6 OF 9 f SYMBOLS LEGEND Floor Truss Connector List r HTS16 DESIGNATES UPLIFT CONNECTION. Manuf Product Qty USP THD26 6 FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. ffi 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SOWC CONNECTOR. - USP THD26-2 8 Roof Truss Connector List 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS USP THD 2 8 1 M a n of Product Qty DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. �— i USP THD46 12 USP .JUS24 6 SHEATH UPPER WALL Lou Pontso and USP THDH28-3 1 USP THD26 1 THRU LOWER ROOF 3 TRUSS Associates, Inc. TO 2ND LEVEL FASTENING 420 Osceola Avenue (2)HTS16 BOTTOM PLATE. (2)HTS16 S0•2 G DETAILS Jax. Beach, Florida 32250 Ph.242-•0908 Fax.241-9557 7 0 FL:CA# 8344 SC:CA#3579 0 0 LI Li WU_ p1R117 r r;ii;;�; 2}HTS16 — —(2}HTS16 N � VOS — — — — — — -- -- VO V13 - _ „`�ati�►��°♦♦`+;rra j!° P�•e;s��'y,''rr O O V12 THD26-z FG09 THD26-2 THD26 1— ~ _ �; N 6 ♦� . f' V06 FT01 VO ,dr F THD26 .. _.- '� - - S0.1 - -- �, T T @ V06 T01 UO „OSB BLOCKING PANEL SEE STUD DIRECTLY %, S °' 10 BELOW TRUSS TOP PLATE TO THD26 . q •-•..... r.........�` V06 D TAIL 5E/S 0.1. FT01 UO ;; ;_, SDWC 15600 STUD SDWC15600 Christopher J Sabourin PE N 26 FL PE#71461 vos FT01 TRUSS TIE DOWN WITH SIMPSON SDWC ® 6-2 REVISIONS DATE JUS24 ( }MSTA24 � � FG07 VO Rafter to Top Plate shown T06 THD26 THD26 O - Truss to Top Plate similar I' V FT02IE o — Optimal 22. ' T07 -2 THD26-2 :4ir' — ]t.I II LATERAL X—BRACE FG08 _ _ 10• o• N N N SEE 3/S1.2 2 (2)HTS16 > j 30• 1 jT08 —F—t0­3 DIAGONAL BRACE THD26 $ 1 V07 THD46 SEE DETAIL F05 o C� 48 0.C. FIELD ALTERATION T09 —_1 SEE 2/S1.2 1 STUD DIRECTLY CONTRACTOR o TGOTB ASSOCIATEOSNTACT PRIOR TO THD46 4/S1.2. T39 BELOW TRUSS MAKING ANY STRUCTURAL FIELD V08 F VO �� MODIFICATIONS WHICH MAY VARY LATERAL X—BRACE J�"MaX FROM THE INTENT OF THE RIGINAL T10 2)H TS 16 TH W THD46 -f40/ SEE 3/S 1.2 FIELD ALTERNATIONS MADE PRIOR TO CONSTRUCTION DOCUMENTS.ANY SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN BEING APPROVED BY LOU PONTr3O a 1 V09 STUDSDWC15600 ADDITIONAL ENGINEERING OR / 1 T11 Z ? Y F04 Mo —_! 0— - i ` INSPECTION FEES. THD46 L) 0 W W THD46 T4 V0LIL 8 � J No e: 1. Sloped—roof rafters may be sloped u to and including Q w Foo VO PORCH CEILING AT P y P P g Q W o a 12:12 pitch and must be »birdsmouth" cut. ` THD26-2 Q 04 T42 BOTTOM CHORD OF 2. Reference detail 4 for installation instructions. c vol U a F FG04 TRUSS SEE 2/S0.1. a z >- SIMPSON SDWC INSTALLATION RANGE Z P02 THD46 W U) V0 (2)H TS16 > 0 0 2 � V06 ~ F03 SO.1 0 SI M THD46 W LU 0 Vol V06 � W F03 THD46 V0 W a � , W I , � I— F02 V02 � HTS 16 . \ s THD46 _J1 OSB BLOCKING T44 ` V06 > F- - PANEL SEE w PORCH CEILING AT "D TAIL 4 VO2 THD46Lij 2x6 RAFTERS TAILS BOTTOM CHORD OF VO6 5E S0.1. Vol OSB BLOCKING 44 SEE DETAIL 6/S6:.2. z TRUSS SEE 2/S0.1. PANEL, SEE \2\ T"D� DETAIL 1/S1.2. T44 V06 F01 VO 3 STUD NOT DIRECTL THDH28-3 (2}HTS16 SO.2 BELOW TRUSS T44 SDWC 15600 45 Not : Reference detail 2a for installation angle limit Uj O O r r r O O f O Ile O O M M �' LA CU h 00 O J V J N N N N C� N N N N N N N M M M W W SDWC INSTALLATION l J Rafter to Top Plate shown O (Truss to Top Plate similar) 3 3 (2)HTS16 ( )HTS16 W S0.2 SIM S0.2 - SHEATH UPPER TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 0 WALL THRU LOWER ROOF TO 2ND LEVEL 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING • �`°�` STUD NOT DIRECTLY BOTTOM PLATE. WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 BELOW TRUSS SCREW UNLESS OTHERWISE NOTED IF VERTICAL IS NOT ® �Do no install SDWC in PRESENT ADD 2x4 FLOOR AND ROOF TRUSS PLA EMENT PLAN area rr r » TO SIDE OF TOP SCALE: 1/4 = 1'-0"- 0 2x4 CROSS BRAG SDWC15600 J FASTEN TO UPRIGHTS AND BOTTOM CHORD w/ 3-10d COMMONS. FASTEN w/ Overhan 1 1/2» MIN 4-0.131 x3 g 2" MAX CONT. WALL ROOF DECK TO SHEATHING. 2x6 EDGER INSTALLED BLOCKING w/�)8d OVER SHEATHING w/ COMMON @ 3 O.C. SDWC INSTALLATION RANGE 5-10d C� 16" O.C. . . . 7/16" OSB PANEL FLOOR AND iX ROOF ROOF FASTEN`PERIMETER PITH ' TRUSS TRUSS 8d COMS ® 4" O.C. ROOF TRUSS Rafter or Truss PLACEMENT 1 h"" minimum edge ( ' distance for full i values with or Splice may be in upper or PLAN without a plate lower plate 4-12d splice) I 2x4 BLOCKING @ 48 2x6x8' VERTICAL TRUSS T22 TOENAILS , ; I O.C. FASTEN EA. END DO NOT SCALE DIMENSIONS FROM BLOCK, FASTEN w/ SDWC15600 SCREW THESE DRAWINGS.IF A DIMENSION 5 W/ 2—ROWS OF 2ND LVL / UNCLEAR REFER TO THE INSTALLED SIMILAR TO Y.` from top plate ,♦ ARCHITECTURAL DRAWINGS OR 0.131 x3 Q 3" 0.C. FLR ELEV CONTACT THE E.o.R. TOE—NAIL APPLICATION. for full values STUD NOT DIRECTL 2X8 BLOCKING BELOW TRUSS PLAN NAME BETWEEN EA. /, r' SfF#2 ALL AROUND. ANASTASIA TRUSS. FASTEN FRAME UPPE f � F STEN TO TRUSSES DESIGN/DRAWN/CHECKED W/ 4-10d NAILS. LEVEL STUDS A D TOP PLATE WITH cs sMB LAP 00 CONT. TO 2ND / 1 COMMONS @ 4 LEVEL TOP PLATE. 2x4 BRACE. FASTEN O, DATE WALL BELOW , SDWC AT TOP PLATE SPLICE o8.25.,s SHEARWALL EA. END w/ (4)1Od SCALE 2x6x16 LONG ° I } FACE NAILS. AS NOTED VERTICAL FASTEN I � ��, I� I ► �' OSB LO G KIN G LPA No. w/ 12-16d. I I R' ;� I� �~ SHEARWALL TOLL-1s-oo5o1 LATERAL TRUSS . PANEL SHEATHING. CONTROL No. 4 TRUSS BEARING BLOCK X BRACING OVER SHEARWALL 2 DIAGONAL BRACE 1 SHEARWALL ATTACHMENT H3 ET S1.2 S1.2 S1.2 S1.2\IIIIIIFILE �� CC� i Sle2 SHEET 7 OF 9 I 1 'I 1 i4 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d o j DESIGNATES 8d COMMONS 0 r 3" O.C. EDGE & 6" O.C. "IN THE FIELD" i 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 JACK/KING STUDS NEEDED FOR l 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 THRJ LOWER ROOF ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 _ _ f BOTTOM PLATE. DIAMETER FULL HEIGHT 00 00 00 00 THREADED ROD, SEE DETAIL 2/SO.1 L_-------- _----J L--- ---J_ " A307 DIAMETER FULL HEIGHT ;•'''' `� �•�%�fi�p" , % �� THREADED ROD, SEE DETAIL 12/SO.1 '��y.*��C; '•. " A307 DIAMETER THREADED V No. *� Q ROD TERMINATES AT FIRST FLOOR � TOP PLATE. SEE DETAIL 12/S0.1 i ._.r...... ._.......... . .Y.- i_. ... �" � '•a��i�' :� F�`„Q„ s' F(AI N YY (95 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR z TOP PLATE, SEE DETAIL 12/SO.100 oN I CS18 6 BOTTOM OF ''`��•.`���t� SIMPSON HTTS SEE DETAIL 15 S0.1 �+� �+• STUD WHERE NOTED. ' Z;W / SEE DETAIL AT BOTTOM ] j3- Christopher J Sabourin PE RIGHT OF PAGE. z FL PE#71461 Q SIMPSON DTT2Z SEE DETAILI5/S0.1 U .r .... REVISIONS DATE SIMPSON LTT20B SEE DETAIL15/SO.1 12" LONG LIGHT GAUGE STRAP i LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS - WALL STUD SCHEDULE M O o x PLATE STUD SIZE I W \ 00 LOCATION HEIGHT & SPACING � ~ � (AI � EXTERIOR 9MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERATION 0 U) LL- 10'-1 2x6 SPF#2 0 16" O.C. ,g CONTRACTOR SHALL CONTACT LOU O EXTERIOR MAX 2x4 SPF#2 8 12" O.C. PONTIGO&ASSOCIATES PRIOR TO I � O V J MAKING ANY STRUCTURAL FIELD OJ O EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" OCMODIFICATIONS WHICH MAY VARY O . .J Q L0 14'-0" FROM THE INTENT OF THE ORIGINAL W Q 10#-O" CONSTRUCTION DOCUMENTS.ANY In L U? INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO r- 7 BEING APPROVED BY LOU PONTIGO 8 0 INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. � ASSOCIATES MAY RESULT IN Q- O 00 MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR Q F- INSPECTION FEES. CL (n gRIQ Naim 0 O 3 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 3 ~ O 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET m ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z YELLOW PINE. - 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. i 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SOA FOR ADDITIONAL ANCHORS AT I SHEARWALLS Uj COMBINED USE PANEL NOTES Q J O 1. EXTERIOR WALL SHEATHING SHALL BE I F- N < to CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST ' TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Uj Q 0 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj I� ZO 1 W w 2. SEE SHEET SO.0 FOR WALL SHEATHING z > SPECIFICATIONS. Z W Z W 0- 0 3. UPPER MOST TOP PLATE SUPPORTING ROOF U MEMBERS SHALL BE STRAPPED AS SHOWN IN Z 0 (2)2x6-1/1 � (2}2x8-1�2 Q DETAIL 1/S0.0 � U 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Uj IF------� 3/SO.0 00 00 00 OD V V V) V) V) GENERAL NOTES V J I U U U U U 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. SEE WALL SCEDULE THISSIZES AND S PTUD AC NGH AT GIRDERSSHEET AND B AMFOR S,TUD r' WALL THRU LOWER PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER ------ PLIES. ROOF TO 2ND LEVEL W BOTTOM PLATE. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 0 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES m TOGETHER PER DETAIL 6/SO.0 W 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 FASTEN TOP OF TOP O PLATE W H 2,5T 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 ! ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 Io 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING 2x6 BLOCKING AND HOLD DOWNS SECOND LEVEL WALL FRAMING PLA A35 ANGLE CS-18 STRAPPING DETAIL SCALE: 1/4" = V-0- AT EACH STUD. X*I CS18 STRAP w/ 10" 2nd FLOOR END LENGTH. FASTEN THIS END w/ 9-10d. W � FRAMING WALL FRAMING z PLAN GIRDER-/XXX NO NAILS REQUIRED TRUSS FLOOR IN CLEAR SPAN FLOOf TRUSSES OR JOIST. =DDRAWINGS ENSIONS FROM TRUSS TIF A DIMENSION IS o ER TO THEWALL FRAMING w DRAWINGSOR 0 z HE E.O.R. 1 CS18 STRAP w/ 10" PLAN NAME S�.3 END LENGTH. FASTEr THIS END w/ 9 10dN ANASTASIA DESIGN/DRAWN/CHECKED CS BMB LAP DATE 08.25.16 SCALE AS NOTED I LPA No. TOLL-16-00501 I I CONTROL No. 4321 SHEET FILE S193 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. r,1 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. FASTENING DETAILS 420 Beach, FloridaOsceola Avenue Jax. Beach, Fl32250 ----- Ph. 242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 .......... Ar 0 aa Y NO. 1 • � °O 1 1 / 11 ST . i . . 1 t J •: A T ;' c T48 d �.�� •��� 77t 00 l J 1 J 1 STUD DIRECTLY $`��``• BELOW RUSS TOP PLATE TO 0/ T48 1 1 1 / 1 SDWC15600 STUD SDWC15600 Christopher J Sabourin PE FL PE#71461 48 M� TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE T48 } Rafter to Top Plate shown r Truss to Top Plate similar T48 Optimal 22)1� I 10• 0• I 48 30• 48 RELD ALTERATION 9' CEILING CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO 48 SIM BELOW TRUSS MAKING ANY WHICH MAY VARY 5 5 }�"MaX MODIFICATIONS FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 50.0 S0, FIELD ALTERNATIONS MADE PRIOR TO SDWC15600 TOP PLATE TO BEINASSOCIATES MAY RESULT IN O 8 STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. T48 Nce; 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. I 2. Reference detail 4 for installation instructions. I T48 SIMPSON SDWC INSTALLATION RANGE Z T48 4< � 3 3 ! 48 1 J 1 J 1 1 I J T4$ / 1 / 1 J �■■�■■� f I T48 11 1'1 11 T/8 STUD NOT DIRECTL BELOW TRUSS SDWC15600 T47 Uj I Note: Reference detail 2a for installation angle limit 10 M 3 � W 0.1 SDWC INSTALLATION Rafter to Top Plate shown ❑ A (Truss to Top Plate similar) Uj TRUSS ,/ RO F RAFTER NOTES. STRAPPING NOTES 0 z • m°� 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING STUD NOT DIRECTLY �ti BELOW TRUSS WITH 2—' 2D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED ® Do not install SDWC in hatched area SDWC15600 U Overhang 1 1/2- MIN 2" MAX 9 x. SDWC INSTALLATION RANGE _ TRUSS PC OF TRUSS PLACEMENT PLAN Rafter or Truss PLACEMENT minimum edge SCA E: 1/4" = 1'—O" distance for full PLAN values (with or Splice may be in upper or I r without a plate lower plate splice) } 1 , DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS 1 UNCLEAR REFER TO THE Y` from top plate ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ANASTASIA DESIGN/DRAWN/CHECKED CS 8M6 LAP DATE SDWC AT TOP PLATE SPLICE 08.25.16 SCALE AS NOTED LPA No. TOLL-16-00501 CONTROL No. 4321 SHEET FILE CC'i I Sle4 SHEET 9 OF 9 TO THE BEST OF W KNOWLEDGE,THE DESIGN DENCrED ON THIS DRAWING COMPLIES WrrH THE APPLICABLE MIIPM WUING CODE IN Elff r AS OF DATE OF CE MPICATION 88.OW. June 16,2016 GU H -r OF FSO OC @j w C07 c' a = Q � rs o t ate. _j 0 AR96730 OO p' RED p� MANUEL GONZALEZ,AIA AR 96730 C) 0 z Q o Z(n W Uj oma = (A w O CCOGRAPHICS LEGEND SQUARE FOOTAGE NOTESDRAWINGSLIST OF U ABBREVIATION LIST � 00 o ELEVATION N w CLASSIC z PARTIAL SECTION I NTE RIO R E LEVATI N g w Q scn tion v. Description Abbrev. Description DETAIL# - DETAIL# AREA CALCULATIONS S.F. LU = Abbrev. De p Abbre p1.4 c1 COVER SHEET - Index of Drawings ,� . �- °D DRAWING # o NG # ___ DRAWI GN1 GENERAL NOTES � o ~ � MBER F.P. FIREPLACE PT. LD. POINT LOAD ' ' FIRST FLOOR 2716 LU # NU o O = POWDER O rl III T rl z = �- & AND FRT. FRONT PWD. BUILDING SECTION DETAIL CALL-OUT SECOND LOOR 585 FOUNDATION PLAN U w s o 4n z - EQUAL FT. FEET PLW. PLYWOOD _ E . ) W o - Q - - DETAIL# ( DETAIL# A1.18 SLAB LAYOUT cn FTG. FOOTING _ ___ cc AT A1.N SLAB LAYOUT, NOTES, SCHEDULES, & DETAILS J w z @ FACE OF MASONRY R RISER ___ ___ DRAWING # \ i DRAWING # TOTAL LIVING AREA 3301 SQ. FT. O a o A/C AIR CONDITIONING F.O.M. � O RA RETURN AIR � ABOVEFLOOR PLAN ABV. A 0 Li z Q ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS ,, .1m CEILING HEIGHT CHANGE A2.18 FIRST FLOOR PLAN ED a, 0 o ED ENTRY 45 ° '"'' A � � A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVER A3.18 SECOND FLOOR PLAN a A cc w z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CL CENTERLINE SPANISH TILE Q GROUND FAULT COVERED LANAI 357 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS A z a a AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER ® SHAKE SIDING W PTER GARAGE(s) 602 U LL, = z INTERRU � ) 1.4 A af P-4ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDING >- R D. REQUIRED UNFINISHED STORAGE 16 EXTERIOR ELEVATIONS ° o = z „z., ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD QA5.18 FRONT & SIDE ELEVATIONS a O R &SH ROD & SHELF FRAME BEARING WALL BRICK A5.1.18 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN 0 0 H HIGH R.W.C. RAIN WATER CHANNEL TOTAL 4321 SQ. FT. U_ J B.B.Q. BARBECUE INTERIOR WALL HOSE BIBB N. STUCCO FINISH A5.2.18 EXTERIOR ELEVATION DETAILS O BD. BOARD HB 0 (NON-BEARING) O B..F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET U- - = EARTH BUILDING SECTIONS a o w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL - o -' HORIZONTAL SET. SHEET A7.18 BUILDING SECTIONS & DETAILS M BR. BRICK HORIZ. HORI 0 , LU O BKFST. BREAKFAST SFT. SHELF GABLE END WALL INSULATION CC U z [DIFFUSER LAYOUT '� cc a INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONE M1.18 FIRST FLOOR DIFFUSER LAYOUT DRAWN BY z � w CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.18 SECOND FLOOR DIFUSSER LAYOUT E. KESSETEBERHAN °C w C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER m SPRUCE PINE FIR � CHECKED BY o CL CENTER LINE S.P.F. S z ACE SPRG. PT. SPRING POINTCRITERIA ELECTRICAL LAYOUT O KS KNEE SPs M. GONZALEZ Q CLG CEILING DESIGN E1.18 FIRST FLOOR ELECTRICAL LAYOUT = W CMU CONCRETE MASONRY UNIT STD. STANDARD - `- E2.18 SECOND FLOOR ELECTRICAL LAYOUT SCALE �- C.O. CLEAN OUT L LONG STL. STEEL o Z T FLOOR - MASONRY SINGLE FAMILY RESIDENCE: GROUP R3 w T RA E TWO STORY. FIR 22X34 - SCALE AS NOTED m a > COL. COLUMN LAV LAVATORY SfiOR. S 0 G STANDARD NOTES & DETAILS o a COMP. COMPRESSOR LDRY LAUNDRY SEC ND FLOOR- FRAME BUILDING TYPE: V - B o = CONC. CONCRETE LIN LINEN T TOP D3 STANDARD NOTES & DETAILS LU RISK CATEGORY: II D7 STANDARD NOTES & DETAILS .3`HEET DATE U_ o cn CONT. CONTINUOUS LT LAUNDRY TUB T&G_ TONGUE &GROOVE D8 STANDARD NOTES & DETAILS TEMP. TEMPERED k o DESIGN BASED 0 F.B.C. 5TH EDITION 2014 WIND DESIGN BASED ON. ASCE 7-10 05-27-16 � � ( ) W 4 b DB. DOOR BELL M.B. MASTER BATH THK. THICK SHEET REVISION INFO MAX MAXIMUM T.O. TOP OF F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH HOUSE ELEVATION ABBREVIATIONS O cc �. DBL. DOUBLE --- oz DR. &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.0.B.6. TOP OF BOND BEAM F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED - 101 MPH LU � T - ABBR. FULL NAME ELEV. CODE o _ DECORATIVE MFR. MANUFACTURER r R. TREAD iE DECO. MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: B MAN. MANOR 03 z (n o DET. DETAIL MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITI N (2014) ENERGY ENCLOSED BUILDING INTERNAL wIL. WILLIAMSBURG 7 z DIA DIAMETER +.18/-.18 VIE. PRO PROVINCIAL 08 >_ w z ION MIRK. MIRROR CONSERVATION PRESSURE COEF.: ao m w DIM. DIMENSION CHATEAU 09 MLDG. MOLDING UC UNDER COUNTER CNA. SET IkEVISION INFO W Q o o DN DOWN UNLESS NOTED F.B.C. 5TH EDITION (2014) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR VER, VERSAILLES 10 OTHERWISE PLAN FOR ACTUAL PRESSURES. CLA CLASSIC 18 n ,� v DR. DOOR M.P.H. MILES PER HOUR U.N.O. 14 ACCESSIBILITY ° z J = METAL THRESHOLD F.B.C. 5TH EDITI N (20 ) MED. MEDITERRANEAN 19 DS. DOWNSPOUT MT BARRIER NATIONAL ELECT IC CODE 2011 (NEPA 70) FEMA RULES & REGULATIONS TRA. TRADITIONAL 20 Q o- ao D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR B COU. COUNTRY MANOR 21 Z o > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL N.F.P.A. 101 201 ASCE 7-10: MINIMUM DESIGN LOADS (,, o V.T.R. VENT THROUGH ROOF HER. HERITAGE 22 SHEET DESCRIPTION z L DWG. DRAWING OVERALL THIS RAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CMN. CIMMARON 28 o Uj z O.A. ED R WHILE CURRENT CODE IS VALID MSN. MISSION 30 COVER SHEET cn w o z E EGRESS O.C. ON CENTER W WIDE AND SEAL 0 w o W/ WITH CFT. CRAFTSMAN 31 z w E.E. EACH END O.H. OVERHEAD >- oc o WAY OPT. OPTION(AL) W.C. WATER CLOSET SCL. SPANISH COLONIAL 32 E.W. EACH BOR. BORDEAUX 33 o ¢ w o EL. ELEVATION OPNG. OPENING WD. WOOD BRO. BROUGHAM 39 w �> V z z = o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW z W.I.C. WALK-IN CLOSET REN. RENAISSANCE 40 � � � Q ENCL. ENCLOSURE PED. PEDISTAL SI WATERPROOF GFI VIE. VIENNA 41 PRODUCT LINE C2.. o = z ENG. ENGINEERED POLY POLYVINYL WP GFI Ln O POUNDS PER SQUARE TUS. TUSCAN 44 ATLANTIC BEACH CC 60'S vi c EQUIP EQUIPMENT P.S.F. FOOT W.W.M. WELDED WIRE MESH Q CLS. CALAIS� 46 oc w z z ITV. HERITAGE O o H� "' EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC ITALIAN VILLA 58 W = o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER PBC. PALM BEACH 80 �- CRB. DUVAL COUNTY o w FLOOR P.R. POWDER ROOM CARIBBEAN 81 (n w FLR. o U_ FND. FOUNDATION P.T. PRESSURE TREATED CST. COASTAL 82 w LOT/ BLOCK 0077 Ow P � TBI NUMBER 0077 z z z " z O z MODEL o zo ANASTASIA OW Ce z cc ~ a' � � ELEVATIONNAME wWo � f— W � za W w ,� CLASSIC z W O OFFICE COPY Qw � i"i z ~ z o SHEET NUMBER _ HP"MD FOR CGDE COMPLIANCE Q W CITY OF ATLANTIC BEACH _ w � c. Cn $EE PERMITS FOR ADDITIONAL �? _ REQUIREMENTS MD CONDITIONS _ Cl o = to W 11MEM SY:R DATE: C.� LU pCI SERIAL NUMBER 1014.0 V J O O � Q U F_ 0 ;; 4 TO THE BEST of MY KNOWLEDGE,THE DESIGN DEPIM ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT As OF DATE OF COMFICAnON MUM. AN 1 2016 DOORS&WINDOWS V WOOD CONSTRUCTION O z GENERAL NOTES CAST IN PLACE CONCRETEA TIDE WINDOW R D OF F . (rq ri i. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE N OU S 0 0 DOOR OPERABLE FROM THE INSIDE WITHOUT THE z 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATION USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 INCHES IN 'C�'00 000 w AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DAYS: " HEIGHT&5.7 SQ. FT..IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE �P 00 00 FOR WOOD CONSTRUCTION', EDITION. FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. CIO 0 DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF 0 = O SLAB ON GRADE,FOOTING 2500 PSI WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT �F p[ WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. 2. ALL WALL STUDS AND MISC.WOOD FRAMING SHALL BE NO.2 SOUTHERN YELLOW PINE GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. "REMAINING CONCRETE 3000 PSI m STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. 0 , J 2. ALL CONCRETE SHALL HAVEA SLUMP OF 4"PLUS OR MINUS 1",AND HAVE 2 TO 4% WINDOWS INDICATED WITH(E)OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. AR96730 a; OO OO AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2X4'S,2X6'S OR 2X8'S @ 16"O.C.(U.N.0) CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. k/ ALL GLASS WITHIN 24 INCHES OF ANY DOOR,SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE 'RED A 301 CHAPTER 3,METHOD 1 R METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY ALL NON-LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24"O.C.OR TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 STRUCTURAL DESIGN CRITERIA ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8"METAL STUDS 26 GA AT 16"O.C.MAX. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH Z O LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CHAPTER 5 SECTION 5.3.OF THE LATEST EDITION OF ACI 318. SPACING W/1/2"MIN.GYPSUM DRYWALL EACH SIDE OR 2"x4"STUD GRADE LUMBER OR BETTER SOLID WOOD DOORS NOT LESS THAN 1 8 INCHES(35 MM)IN THICKNESS,SOLID OR HONEYCOMB CORE MANUEL GONZALEZ,AIA RESIDENTIAL FLOOR,UNLESS OTHERWISE INDICATED 40 PSF 4. ALL REINFORCING STEELS LL BE NEW DEFORMED BILLET STEEL AT 16"0/C WITH SINGLE TOP AND BOTTOM PLATE. STEEL DOORS NOT LESS THAN 1%INCHES(35 MM)THICK,OR 20 MINUTE FIRE-RATED DOORS. AR 96730 ZZ BALCONIES/DECKS 40 PSF O 40 PSF CONFORMING TO ASTM A-61 GRADE fi0. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE STAIRS 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4"DIA.X 3 1/2"TAPCON SCREWS,6" ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Z (n „ ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF O ''"' w ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE (2) ROWS OF 10d NAILS AT 10 C/C. = 30 PSF SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. J"DIA. EXPANSION BOLT w/OVERSIZED Lu pe H HABITABLE ATTICS REQUIREMENTS FOR REINFORCED CONCRETE"ACI 318 LATEST EDITION,ANDch WASHERS AT 32"ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL WIND BORNE DEBRIS REGION v, a SLEEPING ROOMS 30 PSF "SPECIFICATIONS FOR STRU URAL CONCRETE FOR BUILDINGS,"ACI 301. ENGINEERING PRIOR TO INSTALLATION. EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE °0° cG Z °a 3000 PSI v' °° CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE oo eq O w � CONCRETE 6.CONCRETE TICKETS SHALL TIME-STAMPED WHEN CONCRETE IS BATCHED. �t M U- � STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE � c� p H @ 28 DAYS THE MAX.TIME ALLOWED FR M WHEN WATER IS ADDED TO THE MIX UNTIL IT IS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE ce- 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL Q W Lu Z REINFORCING: .WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES.IF FOR ANY REASON PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. O ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES,THE cd W = m ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BEP CED.IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO IN PRESSURE TREATED LUMBER. > � POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF GYPSUM WALLBOARD ''� � ►� H w O POLY RO NOTIFY THE OWNER'S REPRE ENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP. BOARD ON ALL p 15 w FIBERS PER CUBIC YARD 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE $ D O = CONCRETE ASTM C90-01,STANDARD WEIGHT UNITS,fm=1500 PSI MORTAR TYPES 1800 PSI 7. ALL REINFORCING DETAILS HALL CONFORM TO"MANUAL OF STANDARD PRACTICE FOR RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. A O Z = H MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 6. AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2"PLYWOOD(OR O.S.B.)SPACER BETWEEN MEMBERS. r 0 Q t:; Z UNITS: DURING CONSTRUCTION DETAILING REINFORCED CO CRETE STRUCTURES"ACI 315 LATEST EDITION,UNLESS NAIL ALL MULTI-MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12"O.C.TOP AND BOTTOM AT HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. V W W 3:: O DETAILED OTHERWISE ON E STRUCTURAL DRAWINGS. $ STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD EA.SIDE AND STAGGERED. O ce> O STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY 7. MULTI STUD NAILED TOGETHER W/10d NAILS AT 10"O.C.TOP AND BOTTOM AT EA.SIDE AND STAGGERED,U.N.O. SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. w Lu O E+ WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE(19%M.C.) 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND to Q' vs FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR,or OSB LOCATION OF EMBEDDED ITEMS,SLEEVES,SLAB DEPRESSIONS,SLOPES,ETC. 8. WALL SHEATHING SHALL BE 7/16"O.S.B.U.N.O. O FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADE . THESE ITEMS SHALL BE FURNISHED AND INSTALLED AT INTERIOR WALLS PROVIDE 7/16"OR 5/8"GYPSUM WALLBOARD EACH SIDE OF STUDS, GLASS BLOCK H PRIOR TO PLACEMENT OFCCRETE. = O WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB Q NAILED WITH 5d COOLER NAILS AT 7"O.C.(USE 6d COOLER NAILS FOR 5/8"WALLBOARD) MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S-1800 psi AT 20 DAYS V p VERSA LAM BEAM: Fb=2900 PSI(2.OE) AT ALL SUPPORTS.PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. a cC w ZNOT REQUIRED FOR NON-BEARING WALLS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. A ¢ / W O Q WOOD COLUMNS: PARALLAM 2.0E U.N.O. 9. SUBCONTRACTOR SHALL VE FY LOCATIONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS, Q W Z a a WOOD ROOF DESIGN LOADS: SHINGLE ROOF. TILE ROOF: INSERTS,ETC.,AS REQUIRE BY OTHER TRADES BEFORE CONCRETE IS PLACED. AT EXTERIOR WALLS SHEATHING: BUILDING IDENTIFICATION A V w °C Z TRUSSES: FINISH-MIN. APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A TRUSS S TOP CHORD LIVE LOAD: 20 PSF 20 PSF FLEXIBLE FINS NG,FASTENED w/ a TOP CHORD DEAD LOAD: 10 PSF 20 PSF 8d @ 6"O.C.EDGE AND 6"O.C.FIELD.SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE Q a A 10.WHERE BAR LENGTHS ARE NEN ON THE DRAWINGS THE LENGTH OF ANY HOOK,IF PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH rs Z Z PLATE TO UPPER TOP PLATE. THEIR BACKGROUND. a O = QUJ BOTTOM CHORD DEAD LOAD: 1 ESE lO PSF REQUIRED,IS NOT INCLUDE . HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS FLEXIBLE FINISH WALLS INCLUDE:WOOD,CEMENT,OR VINYL SIDING,HARDI PANEL&BRICK.ALL 0.4 O U TOTAL: 40 PSF 50 PSF O M cC OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO x CPS N 0 O WIND UPLIFT RESISTANCE: 10 PSF 10 PSF OR 3/4(OR 23/32) p-, w U- _j 9.FLOOR SHEATHING IS 3/4"(OR 23/32")TONGUE AND GROOVE C-C PLYWOOD, " ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO = Z < SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND 11.SUBCONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,BOLSTERS,ETC.NECESSARY TO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL V O UPLIFT AS PER SPECIFIED CODES DEDUCTING A MAXIMUM OF 5 P.S.F.DEAD O.S.B.(48/24 RATING),GLUED AND NAILED WITH 801 RING COMMON NAIL(OR 1001 COMMON)AT 6"O.C.AT PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SUPPORTED EDGES,AND AT 6"O.C. AT INTERMEDIATE SUPPORTS c� w0 CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. L J WOOD FLOOR DESIGN LOADS: SURFACES SHALL HAVE END WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. O a TRUSSES: DEAD LOAD: 20 PSF 10. ROOF SHEATHING SPECIFICATIONS. OUTDOOR KITCHENS 00 12.REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: SHINGLE-MIN. ", ,APA RATED OSB OR PLYWOOD SHEATHING,NAILED w/8d RING SHANK ALL CONSTRUCTION W ���L�y2��4"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. U cC j LIVE LOAD: 40 PSF Q NAILS @ 6"O.C.EDGE&6"O.C.FILED AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C. CMU LIGHT STEEL GAUGE F UJ O ( �J4MING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE cC V Z TOTAL: 60 PSF SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE WITHIN 4'-0"OF ROOF EDGE). FBC RESIDENTIAL,SHALL BE USED 14 THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR Q O tO SURFACES SHALL HAVE END WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. " GRILLS OR COOKTOPS. f, TILE-MIN. 16,APA RATED PLYWOOD SHEATHING,NAILED w/8d RING SHANK NAILS @ 6 O.C. Z w A. 3"FOR CONCRETE CAST A GAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): !EDGE&6"O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C.WITHIN 4'-0"OF ANCHORAGE Q cC FOUNDATION/SITE PREPARATION: ROOF EDGE). cC METAL AND WIRE LATH: ' V lz B. FOR CONCRETE EXPOSE TO EXTERIOR WEATHER: 11. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MININUM. DRAWN BY Z 1-1/2 FOR#5 AND SMA ER .-y Z z 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, 2"FOR#6 AND LARGER GRADING AGENCY. 2. ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL M. STRICKLAND (A OFOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART,4ND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE cC (n Q C. FOR CONCRETE NOT EXK SED TO WEATHER: w w OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED INCHES INTERVALS. CHECKED BY = y. 3/4 FOR SLABS,WALLS, ND JOISTS 12.ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKING,BRACING,LEDGERS ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 1-1/2"FOR BEAM AND CO.UMN PRIMARY REINF.,TIES,STIRRUPS 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 0 CRIPPLES,SILLS,ETC.,SHALL BE SOUTHERN PINE NO.2,KD-15,OR BETTER.Fb=1200 PSI. OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND O. SWAFFORD cC Z w 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE m LL REINFORCING BAR SPLICES SHALL BE 48 BAR ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. SCALE J O J TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS DIAMETERS TYP.EXCEPT W ERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A " J 11 GAUGE, BARBED,GALVANIZED OR BLUED NAILS 136"INCHES LONG HAVING A HEAD NOT LESS THAN F- Q FAILING TO MEET THE GEOTECHNICAL ENGINEER's REQUIREMENTS SHALL-t3E RECOMPACTED 3 22 X 34 - SCALE AS NOTED O AND ELEVATED SLABS LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL ODER THE BORATE PRESERVATIVE TREATMENT:DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR �INCH IN DIAMETER. _ _ - I- 0 = AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. ' U- w (n STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION MIDSPAN,UNLESS OTHERWISE NOTED. 11X17 = 1/2 NOTED SCALE 0 Q ft, 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE MIRRORS O COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH.ENGINEER. HOT DIPPED GALV.FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. W � FORMWORK THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. H.V.A.C. NOTES SHEET DATE 0 in cC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS: 1.FORMWORK,SHORING,AND BRACING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION ece O � PREFABRICATED WOOD TRUSSES Lu m SECTION R318 PROTECTION AGAINST TERMITES AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLQDR. SHEET REVISION INFO = TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,INCLUDING SOIL APPLIED "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPEC- WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. cW p (D OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA.TRUSS DESIGNS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Z � '""' Z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE m W PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SEE NOTES FOR SHOP DRAWINGS. THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. J 2 "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR Lu Q D p TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 1. REBAR SHALL BE ASTM A61 GRADE 60 DEFORMED BARS FREE FROM OIL,SCALE,AND TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. Z = in w DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 2. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL r J W NOTE: RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT- ELECTRICAL.CODE&ALL CODES,REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. SET REVISION INFO w Z 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION"LIQUID BORATE DETAILS OF THE ACI STAN ARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR DIPPED GALVANIZED. GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED cC (n },op OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVI W PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS OUTDOORS,IN BATHROOMS,&GARAGES SHALL 1AVE GFI CIRCUIT BREAKERS OR RECEPTACLES. Q o. APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. wSHALL LAP 6 x BAR NO.,SE 3. HANDLING LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE ,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO 0 cC w Z 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1. m O >O PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. SUBJECT TO ENGINEER'S REVIEW. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO 0­4THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE 3:: (n O DETECTORS SHALL BE PROVIDED W/1/ISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH E' w = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. Z V BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. p w MASONRY (IF NECESSARY) ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN.OF 6" SHEET DESCRIPTION (n Lu w 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION FROM EDGE OF OPENINGS. = Z V1. ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. GENERAL Q L FIELD REPAIR NOTES GD cc 936 W Z 1. MISSED"J"BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2"DIA.EPDXY ANCHORS BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90,GRADE N,fm= 1500 psi. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 NOTES p Q > O WITH 6"EMBEDMENT. SIMPSON"SET"EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED U ING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP 6• THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND Lu V RECOMMENDATIONS.SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS. USED TO FACILITATE DESIGN OF FOUNDATIONS,WALLS,AND BEAMS.THE CONTRACTOR SHALL LOCATE METER AND PANEL AS REQUIRED. Z Z = Z 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6"DEEP AT THE LOCATION OF THE GROUT USED TO FILL MASO RY CELLS SHALL COMPLY WITH ASTM C-476,AND SHALL SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. tW J Q OMITTED REBAR,AND INSTALL A 36"LONG #5 BAR INTO THE EPDXY FILLED HOLE.USE A TWO PART PROVIDE A MINIMUM COMP ESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. UJ cn Q EMBEDMENT EPDXY(SIMPSON"SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS.ASSURE DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING PROJECT NAME w (n MIX SHALL HAVE A MAXIMU 3/8 COARSE AGGREGATE,AND SHALL BE PLACED WITH p � Z THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND A SLUMP L 8"TO 10". PLA E GROUT IN ACCORDANCE W/ACI ALL B. COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM,PARLOR,LIBRARY, DEN,SUNROOM, O USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.ALLOW THE EPDXY TO CURE TO BEDROOM, RECREATION ROOM, BATHROOM,GARAGE, BASEMENT,LAUNDRY AND OUTDOOR AREA,ALL cC V1 MANUFACTURER'S SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE U ED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROFESSIONAL ENGINEER. 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Lu Z w 3FOR MORTAR JOINTS LESS THAN 1/4" PROVIDE(1) #5 VERTIN CONC. FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. THERE ARE NO EXCEPTIONS. O p �-+ . ' . . " 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED D-4 THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE /8 THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR W = a� p PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE PLUMBING NOTES V 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH(1)SIMPSON TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND 0 = MTSM16 TWIST STRAP W/(4) IA'X 21/4"TITENS TO MASONRY AND(7)-10d NAILS TO TRUSS FOR UPLIFTS RESIDENTIAL w LESS THAN 860 LBS(USE(2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY 2• WHEN REQUIRED,HORIZON AL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE Z 0 W � BE SUBSTITUTED EC NO MORE THAN 3 INA ROW. IF GIRDER TRUS C -WAL ASTM CLASS -2 HOT-DIPPED GALVANIZED AT ALTERNATE COURSES 16' 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE GRADE. 6-4 Z O = O DUR-O ( ) ( THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON LOT/BLOCK Lu P cC ON CENTER),UNLESS OTHE WISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, i En Z w „ ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER EQUIPMENT,ETC. Z O Z AND SHALL LAP A MINIMUM . TBI NUMBER Z (p Z SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. SHOWER HEAD a- O NAILING SCHEDULE: 3. LAP VERTICAL REBAR 6 x B R NO.,U.O.N. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" MODEL II 0 SHOP DRAWING REVIEW HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" O ¢ ^ (n `� CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION ND MATERIALS SHALL CONFORM WITH ALL REQUIREMENITS OF ALL Ln `Z THE"SPECIFICATIONS FOR ASONRY STRUCTURES(ACI 530.1-05/ASCE 6-05fTMS 602-05), GENERAL NOTES 6i t > AS PUBLISHED BY THE MAS NRY STANDARDS)DINT COMMITTEE. 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES,REGULATIONS AND 0 >- SOLE PLATE TO TRUSS OR BLOCKING 16d 16F O.C, OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. N w D Z CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE ELEVATION NAME f w W z a STUD TO SOLE PLATE, TOE NAIL 8d 4 TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, Z ...� w w , NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. ALL W o DOUBLE STUDS, FACE NAIL 1001 24 O.C. ROOFING ELEVATIONS,DIMENSIONS,ETC. DOUBLE TOP PLATES, FACE NAIL lod 16' O.C. ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO DRAWINGS SHALL NOT BE SCALED. Q w 'S TOP PLATES LAPS AND INTERSECTIONS 1001 3 THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. z ~ z o TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). Cl_ 0 _ �-+ z BUILT-UP CORNER STUDS 1601 24� D.C. TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM < 1 m STUDS TO SOLE PLATE, END NAIL 16d THE ENGINEER. ET NUMBER uiZ. w w 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS -p O _ CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. #-�- D w m W OFFICE COPYGN1 .--� Z J I.LIZ ..�- _3 z J ERIAL NUMBER 1014.0 OOu- ,cZ QVHO 4; f TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE NINIMUM BUILDING .. CODE IN EFFECT AS OF DATE OF CERTMATION SHAW. Z € June 16,2016 N +In 0 C w � rB a>- _jA7.18 a i � 0 AR96730 t e` C rk RED A z Q 85'-611 MANUEL GONZALEZ,AIA f Z '� --------- ----------� AR 96730 Q cn 211-10" I II p � _ GAS LINE TO TANKLESS ' LU a 0 � WATER HEATER '� CL cc z coJ21_01' 81_51' 1 -4 51_711 I 96 X48 X4 CONC. o w o rmzrl i T PAD 3 ABOVE GRADE HBT D H %I lu _E z O i,----- -------N -----I' O II------ --f7--------- - --- -r------------ --- --�-I-- ------------- --moi-- ---------------� ------- C16. 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FLOOR TO B 18 MIN. cc cn 7 -5 3 -4 _ 11 11 05-27-16 w 6 ABOVE CROWN F ROAD. 0- 09 0 1/8 PER FOOT - O c� �_ A - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - ^I _ A SHEET REVISION INFO o A7.18 W o z - - - - , AVERS ON � A7.18 � o - PROVIDE ELECT CAL 1 11 w z cn CHASE FOR ISLA D 6 -0 STEM WALL r� r- I s: Z (A o 0 PAVERS ON STEM N ; Z - - - C==------- ----- --�-„-I r„-�- ---� C=— ---- N f Q to ,� _ ____l -------, II( 'I I� �I, m w _ T, WALL = i i i r_�L_J L`_LI Q � gcc� oo ^ a. 211_211 1 ii ii z '_ o o' � I - - - -- - - -- – ATN ” ' ; ; SET REVISION INFO z = o r' cn SLOPE PAVERS [--------'------- -- I I I o = 1/811 PER FOOT I - -�1 –– TYP. I ► , 1 IIAj Z �._ I II o 11,o I' 1 I I I I I I co C7 cC 5. w Z �� C_=_i i i C `t -op 1 con o ' 6” PLUMBINGUj - c� bo w z 0'-0t1 WALL I ; ; SHEET DESCRIPTION vw o z T.0 PAD (TYP. OF 2) 0 w 0 n n ; ; SLAB LAYOUT = Z U II II 11 I �- w I I I I 9 s p , I I I I I I I I ccaz I II II I � ' Mss N - W '� N N N - --------------� r---------- ----- ------------J- ------------A- > ------ r--------- -----------� r_ M N --------------------------- - - ------ J M N 1 :ss , ZZ = Z ss T I f GAS LINE TO 1 W ( Q can HB ' COOKTOP � Q � Z 1_ 1 201_1011 81111-21111-611 11 1_21 11_611 O -0 PRODUCT LINE ce 0 2 171-011Q T.0 PAD (TYP. OF 2) ATLANTIC BEACH CC 60'S 0 0 z – 181.211 651.411 HERITAGE LU = 's o 831_611 { o w DUVAL COUNTY Uj Z O w ' I w = 0 LOT/ BLOCK 0077 z ce o o TBI NUMBER 0077 z a - zp B OFFICE COPY MODEL 0 � 0 � zw1-4Q A7.18 ANASTASIA �t 0 Z � z a � > f x W o z I— ELEVATION NAME W z Q � � w � TEM WALL FOUNDATION w z o CLASSIC 9 con- c[ 0 ¢ w � 0-4 U_ z F- z oSLABNOTE: FIELD VERIFY ALL GAS LINE z = z z LAYOUT (n w LOCATIONS PRIOR TO POURING SLAB Q SHEET NUMBER w w °° SCALE: 1/4" = 1'-0" CLASSIC _ ADDITIONAL NOTES SCHEDULES & DETAILS = A1 . 18 D w °o w Z _3 CAN BE FOUND ON THE A1.N SHEET. s000�- o DC SERIAL NUMBER 1014.0 i i { FOUNDATION NOTES � BEST OF M�� �°D� Dw►mrw wrrH n avrUcne�E eunnn+G CODE IN 8Fecr as OF DATE OF COMFICAnOH N&M. 0 June 16,2016 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS OF Ft �_ 2, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO Q'C� a �� O,Q POURING OR RECESSING DOOR SILLSGO EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT o o AWAY FROM HOUSE Y PROVIDE 811X 11/211 RECESS AT SLAB �0 0 AR96730 4' PERIMETER (TYP., U.N.O.) ALL FOOTINGS SHALL BE MINIMUM OF 12"00000 5' BELOW GRADE FRED G U_ INDICATES DOORPENIN O G MANUEL GONZALEZ,AIA Z AR 96730 o zcnW OUj `"' = cn W O � a. � CCLzum O 0 a o N 00 M z W W ¢ Q; N N CuUj z ¢ � z O A WU W g O C[ (n °° z Q OWO ,� $ w0 pi Z ~ 7 0 a 4 V n z a A A W 0 ¢ W Wiz A � A � a-j >- z QW ~ 'W 0 W 0 W.W.M. PLACED IN UPPER J C W z ¢ 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 2 oLU 0 1/8 (MIN.) SAWCUT x 1/4 OF V CC SLAB THICKNESS SEE L o z FOUNDATION PLAN FOR LOCATION 0 CCCL z O W DRAWN BY ce_ °C ° w ule-W g E. KESSETEBERHAN Z ' co ,. z o . # I I3 `'. CHECKED BY a M. GONZALEZ i _ � I o >- � ALE m ¢ > SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED o a TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, 0 0 = AS CONCRETE ALLOWS WITHOUT RAVELING LL n Q o SHEET DATE 0 05-27-16 t4 b o SHEET REVISION INFO ce o z 1 SAW CUT DETAIL = m 1 .0 SCALE: 3/4" = 1'_011 LU Q wcawz ?� W ¢ D z w n SET REVISION INFO O z � w W Q � � m V� Ce Ly E Z 0 > Uj C� Z V c=n SHEET DESCRIPTION LU o z FRONT WALL OF GARAGE z 0 FOUNDATION iE ,,,, PROVIDE 1 1/2 D x 5 W m a o RECESS AT GARAGE DOOR SCHEDULES AND Cc z ¢ > NOTES LLQ Z = o PROVIDE 4 1/2 D x 8 W RECESS z SLAB RECESS 1 z IN SLAB cn J ¢ ce LU Z 4 1/ LU BRICK PAVERS W PRODUCT LINE O ozF NR�FLR. n ATLANTIC BEACH CC 60'S w ° GARAGE o DOOR HERITAGE LU v _._ SLAB c=n w ~ .::.-w :::: ::�-� RECESS DUVAL COUNTY Z o w .° WALL PER z :c 05" ;r g LOT/ BLOCK 0077 � �- � :::: � . .• =) ~ -1-1-1- Uj PLAN �3 C) p cn '� '' w TBI NUMBER 0077 z(no z W � ........... MODEL ¢ OW L/ , J' ,r � a ¢ ANASTASIA W � � >' PLAN VIEW W z a f— ELEVATION NAME Z " w � �w CLASSIC W (__2 SECTION GAR. DOOR Q z o 1 .N SCALE: 3/4" _ 11_011 = � z cn w `¢ SHEET NUMBER W3: cm ozLU _ cn � WSmW = AlaN LU OFFICE COPY � � zV [V _j O O � V 1— 0 pC SERIAL NUMBER 1014.0 , TO THE BEST OF MT MWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES KIN THE APPLICABLE MINIMUM BUILDING y CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. C3 June 16,2016 a; ,-4 Z ; p 1_.1 N u` cn OF Fzp �W Q1 10000°0 1 i rB C� � m A7.18 0 0 4' HIGH WALL AT SERVICE R96730 F' COURT. SEE DETAIL 9 ON �1, SHEET A5.2.18 i 0000000 851.611 FRED G U_ TEMP. GLASS SHWR. GAS LINE TO 1 " MANUEL GONZALEZ,AIA Z o ENCL. OVER 48 HIGH �- �� WATER HEATER 211.5/11 5'-4" � 17'-0" AR 96730 1 11 -8 ¢_ cn HALF WALL Q 11'-10%" � SHWR. SEAT @ o � _ BUILD-OUT @ 11 , GAS T NKLESS , Uj W ~0 42 HIGH 8 A.F.F. WATER HEATER � a � C OI OI OI OI HB cc z co o O ?r.:f:r ',•+:i+':i;::i?:,:i{Fi?vi4:iit?i:.+•?:•?j:;v??isiji::ii :+•,'iii:ti2?"}i?tiir? :ii`:?ir::iiii:'{?:iiia:?t:i}i':{ j ,.......... 0 U_ _j — jT=TF - - nI 0 5 -7 R&SH - - W o N ,� K.S. _ _ - - - 21_411 11 _�I� r 00 N ;- - d' I ' ES M U.1 w ¢ I 1 1_ 11 0 _ 11 M M 31_811 61_411 101_611 1 10'-10" 111.411 221_811 1 TI W a = CO 4-1 5 6 , 3 Q I -- - -- - - - -- Q = 11� �— p r--- — --- — — I a a -- W 7r@ 7 W.I.C. I ; T' O 13 „ I I LINE OF BE D ROOM „_,_ � 9 -o cLG. _ = EDROOM 23 � z = � - I Ln � '_ +� I SECOND FLOOR = '_ " TWO CAR > 1 TI z c c 1q. 1 o d. 11 11 oZS 9 0 CLG. I _ O 19 0 CLG. I = _ 11 �; o � p _ Ln 22 X 34 I O o ABOVE T I � GARAGE Q 1 - w s ° Uj cn N o0 g n ATTIC 1 I ,-+ I INE OF „ , TI vi w z �' 101_111 11_211 6+_1�� ACCESS I cv 1= N 9'-0" CLG. o o = i �' RETREAT SECOND _ I� g ; TIS N / ( �' 1 11 I FLOOR RECESSED w o Wit- ►-, o F- r, 8 I X ( I 9 -0 CLG. I r4 1 (D , �'J -_LI= z o 1 ABOVE 11 AIR HANDLER �o 0o x z w ¢ p _ 1 / \ 1 BATH 3 I o I TI %0 ® I 1 11 ( -- -- -- IN CLG. � ; ' „ �' o O � ,� o = o M , o I�-� I 9 -0 CLG. � 8 ATH 2 I � � � , _11� , a Z o _ oo i A. .U. #1 U_ TI w I ¢ - - - = 10 91.011 CLG. I _ I - 0 z cC N O - - - — I / I � -7 W I —�1� A A U Uj p I N R&SH $ 10" 1 11 I I I \ / I J TI a BUILD-OUT @ r' 1oc - - - -� ( I I I , - 04 " I cd 2-11 I \ / I 1 - �I a A z LU 42" HIGH I ® o _ 9 I ( X I I TI o � 51.011 IO $1.411 M 31.611 61_ 11 11.21, 41.811 If 21_[�II 21_ II I I II I / \ LI O 8 .4 0,N En �4 p o 04 A 0 0 i4 8 D-4 II I 1 I = 1 / \ I I TI w W J ^ 3' 1_ 1I 21.711 6 10 I I 17 _ z JMASTERo x J I L1� �' H _ 11 c p ¢ W.I. . I I 22 X 36 1 - TI oc o _ 1.011 C °D �D�L I I ATTIC ACCESS I------------------ U E BE OOM - _ - - - - _ o W �' - - - 10-0 CLG. - &S LINEN R&SH r� o , _ u ? ° a 1 n co _ F-- `� U cc � r' - - ; . ;; GAS N PROVIDE 72" x 96" x 1 U �, LU o _ I FLAT SOFFIT @ I - - ��_ °SPACE ' - REE F R AH - '- �' ce U z _ c I 1 11 - --- -��-----� N- GAS LINE TO 30 CSS 0 U .. 3 4 ch ¢ � 0 1 11 I I - �. r., -- ------_- -�•, 8 -0 A.F.F. __ - - DRYER II - IOD DRAWN BY z O W 3 -0 12 I I �- _ -- -}- - ---- DRY. 6 - - _ ce CD " 18'-6" a'-q" I I GREAT i 10'-0" T - - 9'-0" CLG. 10" X 10" AIR 19'-411 _ o E. KESSETEBERHAN W I Ln 1 Ln z _ L 6" y;. I ROOM 191-411 - - _ , v ( - - - JUMPER - d- o oSTORAGE CHECKED BY ft.0 Z I 9'-4" TO 10'-0" 1 21-011 13'-8' 2'- " 6'-0" WATER SOFTENER - 1 p M. GONZALEZ = I , - - - LOOP 9'-0" CLG. _ w Cd Q COFFERED CLG. _ a. - - - h r .:t 1� Z I W — — _ .f+ O W AL � % HIGH PECOVEREDSCALE 36 G 0 , a W F- . _Izs I o o }- Uj ,..., I GUARD RAIL W/ �- FLAT SOFFIT @ - 22X34 = SCALE AS NOTED m ¢ > 2'_0" I LINE OF ED PICKETS SPACED TCD - - 12'-0 CLG MT' S 10'-811 A.F.F. :fit ENTRY -� o J I I SECOND FLOOR REJECT A4 SPHERE _ _ - : - .� - - - o ~ ¢ I I PROVIDE H w PROVIDE I I ABOVE , I _ - 00 1 U_ ( I GAR FUTURE PRE-PLUMBING I 41.211 ( I 29'-0" OAK STAIRS UP 611 I 2'-10 3'-0" A3,N 10'-011 11 8'-0" 2'-$" ( I SHEET DATE cb0 o I I GRILL LINE FOR I _ _ I ( 05-27-16 c cUn A _ _ I I _ _ - - - _ FUTURE SINK I - - - -1- - - - I- - - - 1 _ _ _ J I�I N - - - - - -HALL% _ - -I I - - - - --I-- - - A I a o � -�- L - -_ -_ _1 ---_---- _ _ ______ J III d- 2" in 12'-0" CLG.o T I I N FOYER ( I = N A7.18 SHEET REVISION INFO A7.18 4 I 0 o Z I I O MT. 1 1.011 T t1X 611 WALL @ 141.211 2 .41111.811 I I I 41.311 1.811 $'_1011 1'-0' 11� I �'' 121.811 CLG. �n I o. � 0 1 1 I Q :': MT. N = co v I ( _ I - -- -- --- - ------1---341/2" A.F_F_ ------%_ c' - - - - - - - _ • is f::::;::::;: ~ w z (n I FRAME HEADER o I _ - GFT=- - "- �— 15 ' C) Z Z o0 0o w I I OUT TO MATCH I `�' `f' o I PALTRY = 9-1 2" DIA DECO. ¢ w z �' ^ I 1 COLUMN WIDTH ( 1 11 I = / I °C° °O "' I I I ' �- ---- ----- 6-0 R F. O .-♦ = COLUMN (TYP OF 2} REAKFAST R _ _ _ I �, �,N _ I I LU o o I I I I I Q 7 I r; DINING I ( - - SET REVISION INFO z o I I AREA �I 1 633" I DW 1 1318" ; W15a STUDY �--- -{ LU LL, ,_ „ ROOM I I D _ = FLAT SOFFIT W Z I I 11 I 10 0 CLG. _ - ( 00 7 10'-0" CLG. 00 10'-0 CL o LU �, I I COVERED $ c0 �? I GOURMET o _ % o „ I ( M SEE ELEVATION Zh I I 16 W z I I LANAI 31 -6 w KITCHEN I 41.6 I I 131-811 Z O > I I ' " , 11 ( 11 I M 1 II � ( Wo I I 101.011 CLG. _ ,L---- ------ -10�_CL -- --- --�- - I I I p = a� w � n I I � GAS COOKTO � .. CD O SHEET DESCRIPTION LLJI I " (nW o Z _ 833" 636' M FIRST FLOOR :? ' PT. DBL ___ _ z z , ----------- --------- VEN -- - - N N H W N W33 W33 W36 1 h•.f rr :.f•:+:: :r:f. f.. ..:.y:..:h.:+r' +,r;f•,r, 3ri::'•:•.•:}i:.;::'•+' ?f.:.+.+f:?r'?':i^.'••:�`?ice:!?:?i:::?::•::?:::d...:. :r:•fv:;�r::ri i•.`••i:h:? ??i.�::?i.5' f•.rf?>•;ri}i;:rtiir'?:ii`?:;ti ti:ii';ii.`••',:ii'ii' ..tf f f... r'i:f f..�'�:�:�:::::h+h:•:+:• rfl�i':irrr r%�:::. fi:fY?•.:.:•r: :.f 1 ?;?iti!4.li .::fr: .•r ? :r:::h. PLAN .f.r m 0 f cc z w ¢ > o HB A Ilz7o 1 0 `O 12" COLUMNS z = z I (TYP OF 2) UJI _j w ¢ can 1 PRODUCT LINE w W O I I ATLANTIC BEACH CC 60'S cC (n(A , , 171_011 81—Q" , 351_81) 1_111 II 11_2 111_C11 cc p z _2 Q Q V oo � W 01 HERITAGE Q .., 21_011 181_211 621_811 31.411 � Q 1 1 DUVAL COUNTY 0 = $51_611 z o w LOT BLOCK 0077 jZHawoc z p o B TBI NUMBER 0077 z z zo A7.18 I MODEL f Z w o Q ANASTASIA ¢ oZ � H a Uj ¢ > W W Z w � z ¢ �- ELEVATION NAME (' �- W U_ LU CLASSIC zW � o C) ¢ w v- z = � O FIRST FLOOR PLAN OFFICE COP'S z 0 _z ¢ SHEET NUMBER ,`�',� ( m SCALE: 1/4" = 1'-0" CLASSIC OzUj o ADDITIONAL NOTES SCHEDULES, & DETAILS = AZ. 18 w / tp _j CAN BE FOUND ON THE A3.N SHEET. o o U0- _.j E cC SERIAL NUMBER 1014.0 ¢ V R O TO THE BEST OF MY KNOWLEDGE,TME DESI(i11 DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MBIIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. o June 16,2016 N ` w OF Fto co co C7 COC i �`° E Gp co OO 0 0 f s V ~ AR96730 00 0000,0000 z B RED MANUEL GONZALEZ,AIA .-- Z ZO A7.18 AR 96730 � c o _ I 201.611 uw � F- am 4'-0" 161.611 CC z m00 o W J 81.311 o W 0 3' zcn I co w LUQ ' C � M > I— o '� w a a 4 c� o W E I CA W ' 00 0 0 OF > � � 1 w o W 0 t cn `V I i � t� W Q I I W D I I a 0 O UcWnQ i i w A A I r � a (n 611 I 611 , z 5 "' = o i 151_611 � � ; MEC � Zz A z ' O� I 1I rx Q CLOSE.:T LOFT7.7. *�•�� 0 o ~ o P-.4 l 9'-0" CLG, 9'-0" CLG. W LL J I N I f� lzN o .l 11 -2 4-10 42 HIGH KNEE I �,. �•�- I WALL W/CAP ' I M>- .W-� ----------- ' ce � ovz i o 18 I = t o O i d" c = M DN. „z LU ; A H U #2 ;'., 1 I I I 1 DRAWN BY P-4 W 1 - - E. KESSETEBERHAN U m ; -- _ CONT. FLOW z o I ROOF HANDRAIL I CHECKED BY ft.W� � Q i BELOW ' - @ 36" ABV. ; W °; i III _ ' - NOSING I M. GONZALEZ � i 1 1 -1 -4 0 2 0 — o }- IBATH I _ SCALE Cc z W , 4 1_211 71_21 17 31_211 21_211 1 " Co Q > I 1 11 0 22X34 = SCALE AS NOTED Joy ; 9-0 CG. c �- 10" — c I J I Q U-R 00 I M HALL co M o Cc a, _ R&SH 7v- 9'-0" CLG. _ ROOF ; SHEET DATE cvn o ' - 16 _ 11 BELOW ; 05-27-16 W � 16 2 ' CI. o Q � � ; II � 9'-0" CLG. _ - - tl � SHEET REVISION INFO Cc1 I 6 .oZS I � 4 ' 1 _ O i ; --- F- o � 1 I 1Ln -- o W z vi ; in 3'_6" Q = z , 1 :: ::. a m z ~ i = OAK STAIRS J - - - - u aoo A7.18 I A7.18 a7.is I SET REVISION INFO Z = W 1 I O� v) JW BEDROOM 4 ' Q I W z V � ; - - - � 9'-0" CLG ' m • I Ind ED i _ 11 I CD zo >o '3. ; I 6 131.011 6" ; U) O N o w z i SHEET DESCRIPTION X W `n V) W DO I I I .. W 0 SECOND FLOOR H ZZ W I 1 ce- z I I I PLAN p Q W 0 "' via V i I z = O I LU Z I I ........................................ ........................... W Q Q ' W W = o ' H ' PRODUCT LINE I CL v, i O O I (D z i I ' i ATLANTIC BEACH CC 60'S j I 0 0 ' ------------------------------------------------------------------ --------------- -------- ------- ------------------------------------ ----- ------- --------- HERITAGE = Q W LU 31.611 71.011 I DUVAL COUNTY z O w z P c 6'-6" 14'-0" LOT/ BLOCK 0077 TBI NUMBER 0077 z � 0 0 � i z � o 201_611 o 15 o MODEL aoz ANA T (naWQ SASIA W W W U- z a �— ELEVATION NAME Jr W W 0 B W g o A7.18 CLASSIC CC � °C W Q vif- V � z = z 0 OFFICE COPY z z z S ECO N D FLOOR LAN m mr SHEET NUMBER LU z W SCALE: 1/4" = 1'-0" CLASSIC �.0 U) 6F— W m W ADDITIONAL NOTES, SCHEDULES & DETAILS = A118 oz Jw C� 0 0 � CAN BE FOUND ON THE A3.N SHEET. d V I— pC SERIAL NUMBER 1014.0 =DOOR DOOR TAG CALL-OUT DOOR SCHEDULE TDTHE AWNE�DFW�WI KNOWLEDGE, ON IM ■ WITH THE APPLICABLE MINIMUM BUILDING 3' () CODE IN EFFECT AS OF DATE OF CERMICATION BELOW. O June 16,2016 1`r TYPE SIZE REMARKSLU OF F4 1 THERMA-TRU INSULATED 3'-0" x 8'-0" UPDATED ENTRY ►- ENTRY DOOR � e m fir. a TEMPERED _j 2 NOT USED �o o AR96730 3 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED ° g STEEL PANEL - DESIGNER DOOR FRED 0 0 4 4 PANELS SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED MANUEL GONZALEZ,AIA Z z5 DOOR 2'-8" X 8-0" SELF CLOSING, SOLID WOOD NOT LESS THAN AR 9630 oc o _ 1-3/81/OR 20 MINUTE FIRE - RATED LU LU 6 HOLLOW CORE DOOR 2'-0" X 8'-0" oc m f p w 7 HOLLOW CORE DOOR 2'-4" X 8'-0" u- Is w o08 HOLLOW CORE DOOR 2'-6" X 8'-0" o 0 w a 9 HOLLOW CORE DOOR 2'-8" X 8'-0" O N NUJ M u>i ~ 0 10 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" 1.4 W a 11 HOLLOW CORE BI-PASS DOOR 6'-0" X81-011 � ] :1 W z I TT T TT O A w 0 12 HOLLOW CORE DOOR (2) 2 -4 X 8-0 w 8 a > �I IT o � 0 13 GLASS SHOWER DOOR 2 -0 X 6-4 TEMPERED �. g w o 0 14 SLIDING GLASS SHOWER DOOR 5'-0" X 6'-4" TEMPERED LU _ 0 15 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" x z U 0 16 HOLLOW CORE DOOR 2'-6" X 6'-8" o UJ w a 17 HOLLOW CORE POCKET DOOR 2'-6" X 6'-8" W Z A = 0 A to 18 DOOR 21-811 X 61-811 INSULATED a t- oc WINDOW TAG x o 0 0 0 WIN DOWSCHEDULE �`' ' °,_ J N �1J WINDOW CALL-OUT 1� 0 TYPE SIZE REMARKS o Qw G�. pGw v a- m A SINGLE HUNG 25 36" X 62" VINYL/LOW-E/EGRESSIs oU z Al ARCHED FIXED GLASS 36" X 12" VINYL/LOW-E 0 0° - B FIXED GLASS 48" X 64" VINY LOW-E EMPERED z W DRAWN BY °; C FIXED GLASS 32" X 16" VINYL/LOW-E E. KESSETEBERHAN m z%o Z D SINGLE HUNG 26 36" X 75" VINYL/LOW-E / EGRESS CHECKED BY 12 W DC (n < E SINGLE HUNG 25 (3) 36" X 62" VINYL/LOW-E/EGRESS M. GONZALEZ 1_5 >- F SINGLE HUNG 25 2 36" X 62" VINY LOW-E EGRESS SCALE m a UJ > G FIXED GLASS 16" X 24" VINYL/LOW-E/OPENINGS AT DORMER&ABV.GARAGE 22X34 = SCALE AS NOTED � Ra ,T TT 0 0 = H FIXED GLASS 36 X 62 VINYL/LOW-E U_ u' O o SHEET DATE vU, O 05-27-16 W INSULATION S o w SHEET REVISION INFO W o R-VALUE --- oy _ LOCATION TYPE F oWz (n ON. . = O z ~M CEILING @ LIVING AREA FIBERGLASS 38 a W EXTERIOR WD. FRAME WALLS FIBERGLASS Co w 19 o ; WALLS @ LIVING AREA FIBERGLASS 11 z = o Cl SET REVISION INFO ui O (n -j w_ W Z ocgu, � �cace o � z 3:: (n o0 zSHEET DESCRIPTION Owz x W W UJZ FLOOR PLAN NOTES, VO I- Z ui � SCHEDULES, & DETAILS oaW0 Wce �> V Z = ZW C7 ..1 — W O � W = p O LL w o zo 01% PRODUCT LINE � Z J ATLANTIC BEACH CC 60'S yj Z W V o � �¢ � HERITAGE iW-- U W = DUVAL COUNTY Z 0 w " 11 -2 Z P LOT/ BLOCK 0077 Z z o z TBI NUMBER 0077 o z o MODEL zUJo 1 QPENING DINING ROOM E z a SCALE 1/4"=1'_oTT ALL ANASTASIA a � > AlN 2: w Z w M z ¢ I-- ELEVATION NAME W W w CLASSIC ado ceU) ceUJ pi 0 Z O z = ,Uz z v�m Q SHEET NUMBER W UJ W AINw CO aF�'ICE COPY `_ o z U l o o U_ F--� O pC SERIAL NUMBER 1014.0 ELEVATION NOT � �� -�°�I�°�°N� � U ES �IN�ASOF DATE OF�GnON�,. June 16,2016 j 5.2.1 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM f, w 1, FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR OF FSO �= TOP OF RIDGE i DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED �A�� 0000 OTHERWISE u E` m r 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING �,�. � � a _j i o o � i EACH ELEVATION I "CORAL-LIGHT" OR EQUAL PRE-FINISHED R96730vi% 00 �' j FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3. G�, �<ti MANUFACTURER SPECS. U.N.O. s' 000000000 PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE FRED A U_ TOP OF PLATE II 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND ..............................._....... ........._.._............................... ............... ...................................................................._.. ..............................................._............._............._.........................._...._........................................................_..._....._......................................................._......................_....................................._........._ MANUEL GONZALE z o I I INSTALLED AS PER MANUFACTURER SPECS. z,AIA AR 96730 d ( I TRIM WORK FINISHES SHALL WRAP ALL OPENINGS o C4 _ i I 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ..... ...... OPENING °� c TOP OF PLATE I ::::::� - - I METAL WORK IN INTERIOR AND EXTERIOR RAILINGS a GS - - _T.__ ....� ....... �.�.... � zm DORMER 1 -.......................:........ :................... O �„ -� ..................................................... I 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON 0 o I .......;.................;..........:..... :.... �..................,....�...... 2 ALUMINUM w I THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS o "2. 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THEzJ Wd <+► I............... I ......( I....... �_.. ... .......I ...... .. I... FLASHING �, w o o � FLASHING J ....:._.. . . . ....: ...�....... !. ..... .....: :�... _........r.................... a -j THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING o =o = bo m 2ND FIN. FLOOR _ - a E., N WITH THE SUB-CONTRACTOR MA HEELHGT. .......;....r............._._....... ............ ................._ .........:........ / MANUFACTURER AND H -� _ _ 8. THE ARCHITECT DESIGNER IN WHICH ALL ; O A ¢ 1 HEEL HGT. 00 / s LU cn > N TOP OF PLATE - / ARCHITECTURAL APPLICATIONS WILL BE COORDINATED o 0 0 W > o _ TOP OF PLATE I p "' p co L - AND APPROVED PRIOR TO INSTALLATION I t3 g LU o I : 5 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING to 5.2.1 HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. = o M� 5.2.1 ! ::.:::::.::::�.:::.: :.:::::::::::: ::::::::::::. I _ x z o d' ^ c I 4 TRIM @ o � a o � w z - I _............1...... ............._..__ ..................... 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GONZALEZ ui p FRONT ELEVATION SCALE m ¢ > 22X34 = SCALE AS NOTED o ¢ SCALE: 1/4" = 1'-0" CLASSIC f oW � o O � ROOFING PER SHEET DATE b CONTRACT, TYP. 05-27-16 ui CL SHEET SHEET REVISION INFO w >- o � co Wztn m m W - - I _ - - - - - - - - - - - - _ - - - - - TOP OF PLATE w < 00 a W � SET REVISION INFO C) cn J = L z U F- I F a0 � m z0 >. z � cn W p I _ ,� z I I SHEET DESCRIPTION ogwcn w W I I FRONT & SIDE m a°C. z -I- - - -- - - - - -- -- - - - - - - - - - - - - - � - - - - - - - - - - - - - - -L - - - - - - -- - - - - - - -- - - - - - - - - - - - -I 2ND FIN. FL. ' ELEVATIONS o ¢ W o -I - -- - - - - -- - - - -- -- -- - - - - - - -- - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - HEEL HGT. Mie U HEEL HGT. -- z = - - - c TOP OF PLATE ........... ... TOP OF PLATE N W ce W = � 0� a o - f PRODUCT LINE �n z ac Q z ( m _ ATLANTIC BEACH CC 60'S HERITAGE wLU LU = moo - I :::::_: c - -CD - o _ I = ::::. o DUVAL COUNTY moLU o = LU o 5.2.1 �--- - - -- - - - - - -, � � ....:.::.:.:: LOT BLOCK 0077 u, z �- U_ / dm C:) o z - .:.- TBI NUMBER 0077 o z FIN. FL. _ _ FIN. FL. MODEL ^ � Q - - o z ` ANASTASIA :\ 1_ I"— L1. W • W O �- - - - - - - — W U_ z a I— ELEVATION NAME Z U w O w CLASSIC go- 9 6 3 LU a w 5.2.1 5.2.1 5.2.1 � zo TY . z Z ~ z SHEET vi m F Q NUMBER W UC Oz = cn RIGHT LEVATION °C w SCALE: 1 4" = 1'-0" CLASSIC OFFICE COPY _ A51 CoLU / � V Q p p O p[ SERIAL NUMBER 1014.0 € I. NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO MTHE eE5rOFWKMEDGEMEoESGNDERMO+TM DRAWING COMPLIES ME THE APFLICABIE MN"BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE z ROOF VENT CALCULATION June 16,2016 ` N '.-I ROOFING PER REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN WITHIN 3 -0 OF THE RIDGE OR HIGH POINT (UNLESS OF F4 o CONTRACT, TYP. ATTIC AREA (TOTAL UNDER ROOF) 3720 O @'_ CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE lq, 0 DIVIDE BY CODE REQUIREMENT 300 � OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. Q MIN. NET FREE VENTILATING �g X2.4000 0 o o I AREA REQUIRED �°A o AR96730 0 I0000000000 ti I I FRED G� U_ I I p I I MANUEL GONZALEZ,AIA Q z0 I I AR 96730 V1 .. ................................._............ .......................................................................... ...... ..... ............._................................................................................................................................... ------------------- ----------------------------------------------------, L = I i 7i 1 to w O I I '� ' 1 cd z co o ,.�., � I U_ o LU I I a ?� p OJ w Q I I l �-.' 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GONZALEZUJ I Lu cOc z w SCALE m ao > 22X34 = SCALE AS NOTED REAR ELEVATION ROOF SLOPE PLAN SLOPE: o �- Q O 5&6&7.12 U.N.O. U_ W u SCALE: 1/4" = 1'-0" CLASSIC SCALE: 1/8" = 1'-0" CLASSIC 0 0 � I SHEET DATE Ed $n U PROVIDE RIDGE VENTS TOLL BROTHERS P.M. TO os-27-16 LU o ROOFING PER cC VERIFY LOCATIONS SHEET REVISION INFO o � � CONTRACT, TYP. 0. 0 z --- = m V z (n00 Q W z >_ co UJ p J o z = o w I _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ TOP OF PLATE SET REVISION INFO 0nJ = I I - ce. aacem zp > z � o o I � zUJ �p w z - I SHEET DESCRIPTION Uj � fmW0 = z U IA. I REAR & SIDE LU E: m ce 0. z I I ELEVATIONS & R00F pawOV "' cri ¢ I - - - - - - - - - - - - - - - - - - - - - - -- ' -- - - - -- - - -- - - -- ! - - - - - - - - - - - - - - - - - - - - - - - - I - -2ND FIN. Z = p -I-- _ SLOPE PLAN vo _j ¢ I - - - - - - - - - - - - - - - - - - - - -- -- - - - -- -- -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - HEELHGT. Mlet w (n �tu, - - a cc w = z TOP OF LATE N PRODUCT LINE app ..._........................ - - W 1-011 �_ - -� cd V � I '-0 ATLANTIC ' ..............................................._. _.._._...._............._......................_...._._........_......._....._......_....__._._...._........................._.. % TIC BEACH CC 60 S ...................................._......._...................................................................._.........._.........................................._......._......_................................._. _ I HERITAGE opZW _�............ 1............ LU 25 TT I M Int w 4 TRIM r.........._ ............................. ....................... = ;� �. _ ............. _............_._.............................................................................................................................................................._..........._.........._.............._...._....................._................................_...__ _ I o DUVAL COUNTY UJ h- CORNERS p u.. cn I o o w - z o I T' LUH cod .............._...._._. ............._................._............................_............................................................................ ... .........._.... - ; LOT/ BLOCK 0077 Zz z U_ .......................__ ..................................................................._........................._..............................................................................._........................................................................................................._................... I I C) O z I TBI NUMBER 0077 a. . z o ..................._ ........................................................................................................................._............_._.................................._........................._......................................._............_._................._..........._..... ...................... ..............._.... ......... Z w � Q � z cc _...._ _......_ _ — —— � I __ FIN. FL. ANASTASIA 1- awa Wp � >- ;_ w p z w z Q F--- ELEVATION NAME Ir nwww 6 - - W z W O 3 4 CLASSIC � ace UJ p a w 8 5.2.1 5.2.1 5.2.1 ~ cS 5.2.1 TYP. $ OFFICE COPY z CD Ezo ® Y =z 5.2.1 Q W � m = SHEET NUMBER ooh = LEFT EL -VATION ui cow ALE: 1 4" '-0" CLASSIC = A5- lml8 Z -1 pwm SC / � Z " U_ ASPHALT SHINGLE ROOFING (? J Z -J u- Q V 1- O pC SERIAL NUMBER 1014.0 A.l. }; I TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS ROOFING PER i CODE IN EFECT AS OF DATE OF CERMICKTION BELOW. JV kao V .......................................... ............_......_................................................._.............................................................. June 16 2016 DRAWING coNPucs wm,THE APPLICABLE MINIMUM BtnLDING Z CONTRACT,ON(2) J N ~ 7/16"SHEATHING .............. 1X6 HEAD oC 2X4 SUBFASCIA �. OF Fz W 2X6 W/2 ROUND -- �� SIDING PER ELEVATION - F- VENT @ 24 O.C. - � g O 2X4 OUTLOOKER 1X4 2X4 LEDGER -- / , �... m 3/8"CEMENTITIOUS / METAL DRIP -\ '' ,�.:` FLASHING FLASHING .......... ......................... CASING `; a a J SOFFIT 2nd FIN.FLR. ' -, .,�� ....i 1 X 2 CAP AR96730 00 METAL DRIP 1"x6" FASCIA FIN.FLR. r� ........ ..... ifV i i ....................... ..............._......... 000 C� TRUSS LAYOUT FLOOR CAP °. 1X4 FASCIA - SYSTEM RED A - _ �> BY ENGINEER O 1 X 6 TRIM 1 X 6 TRIM M A `�. .>4;3 WALL PER 1' 4" 1X6 TRIM BOARD ANUEL GONZALEZ,AI Z z0 2X6 RAFTER TAIL @ N PLAN - 1 X BLOCKING 1 X BLOCKING AR 96730 1-4 -. 'Q 24"O.C. ,�.`'; SIDING PER 1. 011 ,;. 4 c ol \ t i i i _ z U) w O.H. 2X RAFTER TAILS .....' ' ELEVATION NEEDED CAULK S O g = -# p,H, SHAKE SIDING 5/4 SILL W @ 24"O.C. _ O ao SIDING PER <`!,' 4..TRIM CORNERS ............_.......... _ PER oc z @ L...................... ........................................ ... ........... O W J ,- ,' PLAN 1X6 J ELEVATION :; .=�, �"' WALL '' �, (TYP.) ........................................................................................................................................................_..........._...................... 0 O _ APRON. W I o, d 0 °�° o O � z vi 00 M LU O ►� �, W � 1 EAVE DETAIL 2 ABLE ND DETAIL 3 TRANSITI N DETAIL 4 WIND W DETAIL a W n_ ,_ i, n n n , n n_ r-011 SCALE 1 =1-0 SCALE 1 =1-0 SCALE 1 =1 z _ 5.2.18 SCALE 1/2 -1 0 5.2.18 5.2.18 5.2.18 A a o 0 � 0 U w 8 0 W DC J W z 21-611 O �u O .=.� SHEATHING '� $ Lu O r' INSULATION AS _ REQUIRED I- - 7 ' BARRIER WATER-RESISTIVE x Z ED o Q V STUD a o W U tW Q JOINT FLASHING W A W a _ �5c 4 �� 3-0 AS REQUIRED Z a, W w z �c�,°D _ 4 2 �f ,� " a ;� 28.. 2.. 9" 4 —NAIL PER `'� MANUFACTURER p� A �u z W = _ ;, SPECIFICATIONS ^'� " `" M'� ;: a 2" LOUVER a C O 0 _ ❑ . .. LAP SIDING PANEL ......................... i N W Z Ci .��, iV �� a.M Q CONCRETE .................. O o FRONT VIEW 4 TRIM FOUNDATION �_ .. O O J 32n 52,E 2._84.. 34.. Q. d _ SIDING m SIDE VIEW FRONT VIEW LU 0 Z SIDE VIEW w A I .+ a ,F + \\_11TRIM 0 p n STARTER i DRAWN BY z w STRIP i,_4,I 5TRELLISDETAILE. KESSETEBERHAN W BRA KET z \o SCALE i"=1'-0' CHECKED BY Z , -%.o z 5.2.18 W a �M :� 6 LAP SIPIN DETAILDETAILM. GONZALEZ w _ ,_ „ VENT } SHINGLE 5.2.18 SCALE NTS -1 0 SCALE 1”=1'-0" SCALE z w SIDING 5.2.18 _ 0o Q > 1x4 TRIM 22X34 SCALE AS NOTED J J 2"x4" 6.. 3'-0" Q 0 = = 1/2 S EATHING O p M�d- i� 4"x4"WOOD cc �- 3� POST SHEET DATE U O 4" V POST �, N N -��� OS-27-16 oc cn r9.2WCAP ABOVE. o 5.2.82 INT. EXT. SHEET REVISION INFO W0 O - �M 2„x4„ M1v. � mer --- Hco B �' M • _ CA zU) 0 (LU D Q W Z z AO co _j 11 rl2_j N T EDBRACKET DETAIL LU Z : 0 "�,� 5.2.18 SCALE 1”=1'-0° 5.2.18 SC E 1"=1'-0" SET REVISION INFO OZ = �- W � � 9.1 ENCLOSURE DETAIL 9.2 AIC ENCLOSURE DETAIL m SCALE 1"=1'-0" SCALE 1"=1'-0" V' ccWz 5.2.1 5.2.18 5.2.18 ? O o 2X4 SUBFASCIA z LU - 1'-2" (2) 2x10 2X4 OUTLOOKER SHEET DESCRIPTION o w cn 1x12 TRIM 2X4 LEDGER W z 4'-5" z METAL DRIP EXTERIOR ELEVATION LU SQUAR , o r r, z 1x2 TRIM DETAILS co ce z 5 .0 w a 0 1x4 FASCIAIVN u, Q a ; ; 1"x6" FASCIA ��. z 2x6 RAFTER 11/2" COVE W '�' —' a C TRUSS LAYOUT W = z PLAN VIEW * 1�_g�� PRODUCT LINE a 0 TAPERED 10Y ENGINEER ATLANTIC BEACH CC 60 S � V A SQUARE - OVERHAN ' 0 0 z � •1 � . -�� E 1X4 TRIM BOARD . HERITAGE 0 ,.., 9 H U 0 1 1 _41 1 n 0 0 = 9.1 LAP SIDING 5.2.82 LAP SIDING i DUVAL COUNTY o n ~ A5.2.82 4"x4" 4" TRIM 1 -2 Err DECORATIVE z o = o TRIM PANEL LOT/ BLOCK 0077 En Z POST z z C) o Z - TBI NUMBER 0077 ci • cn O �. ! 1 1X4 TRIM BOARD z WALL PER PLAN z �-�r - 0 �} Q F— [V N r i d __ __ _-__ ________.____ _ HALF Z W ,_., S UARE k/bUND EL Q cn - NASTA A o 0 o _ ._....._...._.. _ _.......................................................... L, W z a _, ........................................................._..................................... .......................................� _ _ 1X4 TRIM Uj z BRACKET z p M M _ _ - Uj W 0 z - r i d- - 3 : ...- �-- ELEVATION NAME Q ...................................................._...._..... M ....................................-_..................._.._._.........._..._....................................................... M W - __ _ lr_pn , —TRIM BOARD W z o _ _ f CLASSIC W °° ,... .......... •. SS w Ce 4 x4 - %-4" SH SLAB oc w �? 0 TRIM = -.' ....... 0-0 FINISH 0 H �t �- - POST ... .............. .... vi f- z 0 i '2 OUTERMOST SHAFT DIAM. SIDING PER Q W 4" TRIM SHEET NUMBER W °° A B ELEVATION _ _ G] z0 � = 8 10 13BRA o L MN PILA TER DETAIL L MN DETAIL CKET DETAIL = A5-2. 18 11_ 1 11 II_ i II II_ I ,� o w Co w 9 AIC ENCLOSURE DETAIL SCALE 1 =1-o SCALE 1 =1-0 SCALE 1 -1-0 z J SCALE 1 '-1'-0" 5.2.18 5.2.18 5.2.18 C.7 0 0 � 5.2.18 - OFFICE COP'S a 8 F- o OC SERIAL NUMBER 1014.0 y 3 I I TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMM WITH THE AFRICULE MIlQMUM BUILDING RADIANT CODE IN EFFECT AS OF DATE OF CERTIFICATION BEM. z BARRIER June 16,2016 Nt cnco 00, O LU 'C OF F� SEE SHEET A3 N FOR 0 INSULATION SCHEDULE �� 0 �m I � � cC 0 �a � > J 00 AR96730 000 " z U_ , .. h 0 > 9 > MANUEL GONZALEZ,AIA AR 96730 Q z J< Z o104 IT t% r RE-ENGINEERED TRUSSES z cn W BEDROOM 4 DESIGNED BY TRUSS O _ �' MANUFACTURER LU W o I PRE-ENGINEERED TRUSSES r' �- m I DESIGNED BY TRUSS MANUFACTURER ! { I cc J • i i € r YA X k k k. X K R^.x ) X F,`, f, X7 XX%, Q LU bO d1:1 O� 0 00 cl- Z I 0 J W Q UJ = m r ------_ > E— .................................................._. _. _. W ;_.� o aa � ......................................... .................... Q = W ,< 00 = z = �— .............................. ............................... ac17-; z ..._........................... C s W 0 W o0 > N Z 0 o GREAT V E.D . ........._ ., $ > :: ..:.::::.:.:._:::::::::::::C:OVER•ED:::-LANAI:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.. ......... ........ HALL FOYER Wo .............................. ................................ ROOM 0 E N to z ..._............................. .............................................._..... 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W ...... .. .r ce. .. .: _ LM ,. .. ., w : ...... ........ ............ ........... ...... W ci N r'. Q f V ce. r r 9 � >- 0 d m Wo ( A BUILDING S CTION ce U z a oc a SCALE: 1 4" = 1'-0" Q 0a- A7.18 / CLASSIC \ z w ( DRAWN BY a 2: Lu KESSETEBERHAN V i co z z Q CHECKED BY a M. GONZALEZ i � � SCALE m a U. 22X34 = SCALE AS NOTED 0 0 --Ji RADIANT U_ tnBARRIER . STAIR RAILING AND SHEET DATE 0012 o 05-27-16 � � GUARD RAILING NOTE III � � oSHEET REVISION INFO O z PRE-ENGINEERED TRUSSES STAIR RAILING AND STAIR GUARD RAILING W m DESIGNED BY TRUSS MANUFACTURER SHALL BE CONSTRUCTED TO WITHSTAND A Fw Z CONCENTRATED LOAD OF 200 POUNDS APPLIED z cn o (DAT ANY POINT ALONG THE RAIL IN ANY x.X.,�.x. x.X.r ^..; _ w Z - - - - - - - - - - - - - DIRECTION,. IT MUST ALSO WITHSTAND A co m W Q ....................................... UNIFORM LEAD, NOT CONCURRENTLY WITH THE Z = Q W \ CONCENTRATED LOAD, OF 50 POUNDS PER SET REVISION INFO cn Q � `\ 3o w W LINEAR FOOT APPLIED ALONG THE RAIL IN ANY _ ui zh� DIRECTION. INTERMEDIATE RAILS AND POSTS a m (IN-FILL) SHALL WITHSTAND A HORIZONTAL cn >- r ce .........: ...... ce w z �, LOAD OF 200 POUNDS APPLIED AGAINST ANY SLOPE CLG. z 0 cn o u -' TT cn ONE SQUARE FOOT AREA, NOT CONCURRENTLY F-. W = x ( ' '�•�� 42 HIGH ABV. STAIRS SHEET DESCRIPTION o W z LOFT BATH 4 BEDROOM 4 WITH oTR LOADS. w KNEE WALL _ BUILDINGE� Wo � � SCTIONS �--� \ \ \ F- z LU U E ry - - - - - - - m SECOND FLOOR a Qz WLU cn = // LANDING = � NOSING TYP::� ....... . ._.. ..........._.......... ..............._.._.. . __....... W Q9 z _ _- _._, ___ .._.................. Q :._:n_ \ _ :....y ce ,�, cn ::: ; :: > 36 H H WOOD d. ���� �' � PRODUCT LINE cn z �_ ! .•, n ` " \ RAILING PICKETS f : \ W 0 _ ;, \. 17 RISER 7 5 16 I ATLANTIC BEA W • .... �' C CC 60 S oc cn ! � , , � � is SPACED 0 REJECT I cn _ ! cc z �_ �; i 15 TREADS - 10 W 1 NOSING z A SPHERE / [� W L_!: :a: ;€ r:,: r ;_ D - ! \ 4 I tea. 1 Q � � �k.: ..._... - � _ HERITAGE �€ \ - - :u�a � � 1 LANDING G U RM Ep w = o GREAT :..........:�'_ o 2x12 WD. CARRIAGE �,. ; ;: E - L,r, ACTUAL STAIR RISERS TO BE VERIFIED Q ,,., AT �_ I 1 ITCHEN �I 3 RE D. DUVAL COUNTY = RETREAT _ �-_ ROOM kr; :�::: IT \� REQ 'D.) W _......_ �- jt ,.........:, . ;� 3 {i 1/2 PLYWD. BY CONTRACTOR IN THE FIELD Q � � � L UJ E , E 2x WD. TREADS O � ' LOT BLOCK 0077 Uj 1: =f cn ' y ,t NOMINAL TYPICAL Z u- WD NAILER ( j z z ....--- i TBI NUMBER 0077 5 z z h ----- - -- �•,t --- -- --- x I FIRST FLOOR f q ------ --- ----------- - ---- --------- _ --- _- ------ 0—0 FIN FLR E MODEL ......::.... 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GONZALEZ uU --~ DETECTOR/CARBON ARBON MONOXIDE ! ! o i SD/CO DETECTWNINCI OR SCALE Z i , ........................................................ m a > SMOKE DETECTOR 22X34 = SCALE AS NOTED 0 0 = \ \ \ $ SINGLE POLE SWITCH �" \ \, $, 3 WAY SWITCH 00 0 \\ $ 4 WAY SWITCH SHEET DATE W ~ OPT. \� DIMMER SWITCH 05-27-16 t © \ 4 PUSHBUTTON o z SHEET REVISION INFO C o i \, DISCONNECT SWITCH m BEDROOM 4 JUNCTION BOX Owz � © TV JACK PHONE JACK - PREWIRE ONLY x m m W THERMOSTAT o J ° O PHOTOCELL - SOFFIT MOUNT u., aoo OPT. � czn U.1 n .__.__.__ _.__._.____ _ ____.__._.__ ___.___..__-._ _..__.._..___.__._.- - .. PHOTOCELL WALL MOUNT SET REVISION INFO W ......................................... ::::::::::::::::::::�:<_ o cn ................:.: :: D ELECTRICAL PANEL s :r............................... 0 SPEAKER WIRE FROM TOP OF WALL SP W a � cvn � z w z K KEYPAD �..� 000 � 4 z ,,, _ ® CHIMES LU W U -- _ STRUCTURED PANEL A.K. . o ( A SMART BOX, SHEET DESCRIPTION � Ln Lu w o F----� COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) SECOND FLOOR >- W 2- INT. JINTERCOM ELECTRICAL LAYOUT 22 oaW0 W tri Q V FOR REFERENCE ONLY 53 J Z CA W W ¢ PRODUCT LINE a � tzn00 "G U. 0 a z ATLANTIC BEACH CC 60'S LU w o l � HERITAGE Uj c=n w DUVAL COUNTY zoW � z P ce LOT/ BLOCK 0077 z oz z TBI NUMBER 0077 a. - cn0 Z o Q MODEL ~ ANASTASIA o z cc z � � � I � W � Z tp w w Z 'Q � W I�— ELEVATION NAME z (W CLASSIC Ind LUW Z z Z vi m '¢ SHEET NUMBER Uj pz = c~n 2 6 o � SECOND FL TRI �— � � OOR ELEC CAL LAYOUT ,55 WmW = E2m 18 1..� z 15- 0 SCALE: 1/4" = 1'-0" CLASSIC ce OFFICE COPY Qoo pC SERIAL NUMBER 1014.0 TO THE BEST OF W WAEDGE,THE DESIGN DEPICrm ON THIS DRAWING CAMMM MATH THE APPLICABLE MMMUM BUILDING CDDE IN EFFECT AS OF DATE OF CMVICATION BELOW. JUIN �V � z OF F ♦� 00 :r: N TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 000 E-- 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE Euj C07 00 0 F0 cOc BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER m RESISTIVE BARRIER& 0 0 INS RUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & ICL 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE AR96 730 o o INSTALLATION THROUGH FLASHING BARRIER TEMPORARILY SECURE 16 V t-- HEADER TO ALLOW FOR FLASHING 1. UT, FOLD UP &TEMPORARILY S CURE WEATHER RESISTIVE WEATHER F� � �� G�ti 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE B RRIER ABOVE HEADER TO BARRIER A LOW FOR FLASHING RESISTIVE EXTERIOR ED I STALLATION BARRIER '! SHEATHING MArvuE�GorvzALEz,AIA 0 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE 6 SILL PAN AR 96730 Z o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. I 4STALL HEAD FLASHING UNDER — BARRIER WEATHER RESISTIVE BARRIER 2 o _ .:.. ... :.::.. (ASSEMBLED00 t:.::..... 3, -n : ...;: LD WEATHER RESISTIVE WINDOW ) .....::::::.. n °; o :•..T::;... :, Q SILL PAN ARRIER BACK OVER HEAD 2 z J00 �t.:::::.:::::... f LASHING AND SEAL WITH TAPE 0 N ce .......... .. ..... o .........W ... .. ...... cFLASHING.:.. . �' o o ;.; .. ,::::::::::::::.. DO NOT FLASH z ,�.......... o :r:: '` OVER BOTTOM a ':.T:: .::.T:::::..::' ........ ............. J W Q :.,...::::::-� :... :•.T:. .•.,�•:........ •. CORNER a '� w W s :•'T:: NAILING FLANGE "" � H W f- o :4; ::::: .. PATCH H 00 0 W ::1': ::r;. .. p A COs ::t: :i::= z s F- ob NOTES: Z :r:: ::::::. r� :T:: 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE 8 ':.L•:::::.::: "-' cc Ln s:fi: :.,::.;.;;.;.:: MIN. 6" WIDE). CONFORMING TO AAMA 771-07 O o FLASHING :' : ::`:: z ::f: FLASHING 2 REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF `LZ - ' o WINDOW SILL PLATE. z x o W Q o ::T:: V :.t:::::.:::: NOTES. 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. � II o ':: : :::: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE)ce. ►-a A W z `` CONFORMING TO AAMA 711-07 4 INA w V (Ln :u........ STALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED z .. W WCL0 A Z BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 W °G z 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS :.......... O a o = a Z U.1 3. MECHANICALLY FASTEN AS NECESSARY O W D OR FLASHING DETAIL E,�_2 TYPICAL WINDOW FLASHING DETAIL a � Z _ TYPICAL SLIDING GLASS O EXT 1 0 p (EXT-1) �R3 N.T.S. (EXT-2) c` 0 03 N.T.S. ate. o J OPTION -A 0 Ln 0 o m 61. FLASHING °C CANT STRIP z LU CONT. DRIP EDGE W ACROSS DOOR HEAD DRAWN BY z z o TO DIVERT RAIN W LL PER PLAN WALL PER PIAN z .... SILL PLATE M. STRICKLAND iQ a _ CHECKED BY W 0 RAIN DRIP 0. SWAFFORD Ce a �, SEE NOTE #2 1° EXTERIOR REGLET J SCALE o a DOR 22 X 34 = SCALE AS NOTED = WALL SHEATHING ui U EXTERIOR 11X17 = 1/2 NOTED SCALE 0012 WITH WEATHER WINDOW �; d o RESISTIVE BARRIER SHEET DATE I o c NOTES: NOTE: o z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) W m o CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR - SHEET REVISION INFO �- W z v- DOORS THAT HAVE NO IMMEDIATE OVERHAN S cn O 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE Z = � z a � ABOVE THEM AND DOORS THAT HAVE A SECOND � STORY WALL ABOVE THEM. m m uz., 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS W J W W EXTERIOR DOOR EXTERIOR WINDOW SET REVISION INFO o (nJ WATERPROOFING AT � :56 < a- OR BEAM (E;��_6HEAD DRIP DETAIL E,�_7 HEAD DRIP DETAIL EXTERIOR OPENINGZ � W z EXT 5 � EXT-7 O o D3 N.T.S. (EXT-5) LD3� N.T.S. (E '6) 3 N.T.S. ( ) � ZUm o uj W SHEET DESCRIPTION W Ln w O Z W STANDARD m cea- Z oaWo NOTES & DETAILS 0 n � --ija W = to PROJECT NAME a. t to 0 cWcQ0 � Q p w W s O Q _ UJ � W � Z o =W0 LOT/BLOCK W DC E z zLn o z TBI NUMBER Z (n o MODEL o � zP � oZ �2 ALL Za = > W o a ELEVATION NAME `._ z W o ALL W l"~ zo s z SHEET NUMBER >_ 0 � �W -c W � � m oz = N � OFFICE COPY 0 � � W DCW m WP-4 W Z J W .100u- a a � � oERIAL NUMBER 1014.0 ._¢,Y .. To THE eEsr of Mr iarowt�,THE DEM oevtcrED ON nas (CONTRACTOR TO DRAWIWODMKM rrHTHE"'°'i�MIMM MMWING yq3 ROOFING PER CONTRACT. �IN�ASOF DATE OFCAnONBOM. Ys SEE PLAN PROVIDE PRODUCT APPROVAL FOR ROOFING z ROOF VENTILATORS SYSTEM) ON A.P.A. RATED SHEATHING PER JUN PLAN SPECS. _ F O dU' "' E FRAMING PLAN FOR 0000 PRE-ENGINEERED WD TRUSS, 24" O.C. °� SE M co r, _ CONNECTORS a t t INSULATION BLOCK ' �� 0 ce co 2X CEMENTITIOUS, SEE PLAN 0 0 0 SEE PLAN FOR STRAP AR96730 a � OR 2X FIRE RATED �° o o FACIA BOARD ,, , , !t t00 00 ALUM. WRAPPED 2x �000 0 WOOD FASCIA NAILED FRED G 40-50% OF THE ROOF VENTILATION TO TRUSS TAILS W/ (2) z u- EXT. GRADE, 2X SHALL BE PROVIDED BY ROOF 16d @ 24" O.C. —y—y—n MANUEL GONZALEZ,AIA o LEDGER ATTACHED TO a z VENTILATORS LOCATED NOT MORE AR 96730 Z o FACIA WITH (1)10d THAN 3FT BELOW THE HIGHEST POINT METAL DRIP ` ' ' '� NAIL @ 8 O.C. OF THAT SPACE. THE BALANCE OF EDGE -� iQ ---- CEILING INSULATION z 4 W VENTILATION SHALL BE PROVIDED BY W X: = CONT. NON-COMBUSTABLE THE REMAINING NON-RATED ROOF (SEE ENERGY CALCS.) cn w 0 VENT MATERIAL(FORce EAVES SOFFIT; WOOD LEVEL ce z ao AESTHETICS), OVER (2) RETURNS WHEN 1/2 RIGID GYP. BD. (mu 00 N o W LAYERS 5/8" DENS GLASS REFER TO WALL STUCCO SOFFITS ARE DBL. 2x SYP. WD. N 0 o GOLD FIREGUARD TYPE 'X' SECTIONS FOR WALL INFO. REQUIRED TOP PLATE ui o SHEATHING INSTALLED PER 2x SYP. #2 WD. STUDS o z MANUF. INSTRUCTIONS. EXT. GRADE, 2X SHEATHING LEDGER, ,.a 1 z a ASSEMBLY USING ANCHORED TO FRAME WALL WITH MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. cd a '� � oo ATTACH � o (1 EXT GRADE SDS25300 (1)1/4" X 3-1/4" SDS SCREWS @ 16" COATS) ON GALV. u ) 12"O.C, O.C.; OR NAILED TO EA TRUSS LEG SELF FURRING FELT REFER TO WALL INSULATION � � H g INTO EA LEDGER @ z = W/(2) 16d NAILS BACKED METAL LATH ELEV. FO (SEE ENERGY CALCS.) p A � 00 � o a HA z VEftN 2x SYP. #2 WD. HEADER u w N W � z� COMPLIANCE METHOD 1. STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE d $ o W oEACH 5 8 D NS LASS GOLD FIREGUARD TYPE X , WHICH IS A TYPE X GYPSUM WALL BOARD MINUTES OF FIRE RESISTANCE TIME ASSIGNED PER TABLE PAPER BACK LATHE W/ SCHEDULED WINDOW o EQUIVALENT, CONTAINS 40 CONTINUOUS VENTING NAILED cn o 722.2.1.4(2) 'TIME ASSIGNED TO FINISH MATERIALS ON FIRE EXPOSED SIDE OF WALL' TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) o F- z STUCCO FINISH WINDOW ATTACHMENT _ COMPLIANCE METHOD 2: COMPLIANT W/ FBC-R o RC2602 FOR 1 HOUR FIRE RATED ROOF-CEILING ASSEMBLIES �; v Lu z 2x SYP. #2 STUD @ 16" a A Ono a w A w Lu a can COMPLIANCE METHOD 3: MIN. 7/8 STUCCO (3 COATS) O.C., TYP. z W z N . P 52 FOR 1 HOUR FIRE RATED ASSEMBLIES ON GALV. SELF FURRING A - x � a o INSTALL PER ANSI UL 3, DESIGN 0 5 PAPER BACKED METAL LATH WALL INSULATION 0.4 A Z z (SEE ENERGY CALCS) O a o Z W EXTERIOR STRUCTURAL a4 v = a APPLICABILITY O N- ,� A SHEATHING PER 0 0 : R WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE SHALL BE 1HR FIRE CONNECT WALL PER x O 0 o � J PLAN/SPECS FRAMING DETAILS uj Z ¢ RATED IN ACCORDANCE WITH THE BASIS OF DESIGN UL U309. EAVES AND PROJECTIONS THAT _ FALL ANYWHERE WITHIN LESS THAN FIVE FEET BUT GREATER THAN TWO FEET FROM THE a P o PROPERTY LINE, SHALL HAVE A 1HR FIRE RATING OF THE UNDERSIDE OF THE EAVE PER DETAIL 2x SILL PLATE FINISHED BASE MOULDING g W ABOVE. NO PART OF ANY EAVE OR PROJECTION SHALL FALL LESS THAN OR EQUAL TO TWO 0 0 FEET FROM THE PROPERTY LINE. WATER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) a o0 (2 LAYERS REQUIRED): PAPER TOP OF w o % BACKED METAL LATHE & 3/4" THK. T&G SUBFLOOR ce FLOOR ce a . ( POLYETHYLENE HOUSE WRAP GLUED & NAILED TRUSS ROOFING PER CONTRACT CONTRACTOR TO z o w L PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM Qce OPTIONAL FIRE RATED EAVE D ETAI Y TEM ON A.P.A. RATED SHEATHING PER ce V m P SPECS. 2x RIBBON FASTENED W DRAWN BY z% o PRE-ENGINEERED WD TRUSS, 24 O.C. TO FLOOR TRUSSES ce Q M. STRICKLAND cn o z - PER TRUSS ENGINEER > W w a INSULATION BLOCK CHECKED BY Q. SEE PIAN 0. SWAFFORD m ¢ ui SEE PLAN FOR STRAP BATT PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED SCALE o a ALUM. WRAPPED 2x TRUSSES (VERIFY W/TRUSS AT GARAGE (SEE 22 X 34 = SCALE AS NOTED 9 ' w c=n WOOD FASCIA NAILED ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) o o � TO TRUSS TAS'W/ (2) 11X17 = 1 2 NOTED SCALE d o 16d @ 24" O.C. 1/2" RIGID GYP. BOARD W Q ` �\ l\ '\ 't yl SHEET DATE METAL DRIP 1/211 GYPSUM coc °C EDGE _ Woo - -- __- CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE W/ WALL INARD SULATION SHEET SHEET REVISION INFO --- (SEE ENERGY CALCS.) / z _ CONTINUOUS VENTED (SEE ENERGY CALCS) o W cn SOFFIT, WOOD LEVEL 1/2 RIGID GYP. BD. SCHEDULED WINDOW Z z RETURNS WHEN (SEE FLOOR PLAN) m z STUCCO SOFFITS ARE DBL. 2x SYP. WD. > W RE UIRED TOP PLATE WINDOW ATTACHMENT HEADER , SEE FRAMING o � Q COMPLIANT WITH FBC R 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH W a o 0 c=n W w MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. SET REVISION INFO o cn = COATS) ON GALV. z �- SELF FURRING FELT REFER TO WALL INSULATION a ce m BACKED METAL LATH ELEV. FO (SEE ENERGY CALCS.) R 2x SYP. #2 WD. HEADER Z 0 0 3r. (n -SEE SCHEDULE ,,, = STUCCO SOFFIT SPECIFICATION: ow Z cn PAPER BACK LATHE W/ SHEET DESCRIPTION s- W CONTINUOUS VENTING NAILED M w o TO TRUSS TAILS AND ATYPICAL —SCHEDULED WINDOW SCHEDULED WINDOW F- z w STUCCO FINISH (SEE FLOOR PLAN) (SEE FLOOR PLAN) STANDARD o Q > o EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON NOTES & DETAILS z = o BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION 2 � z GAP BETWEEN FOUNDATION (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) GAP BETWEEN FOUNDATION '�' u' a � PROJECT NAME U.1 z AND SHEATHING 2x SYP. #2 WD. STUDS AND SHEATHING 2x SYP. #2 WD. STUDS ce V n APPLY A-LIGHT COAT OF @ 16" APPLY A LIGHT COAT OF O.C., TYP. @ 16" O.C., TYP. 0 o z W CEMENTITIOUS COATING TO CEMENTITIOUS COATING TO W = 3:: o FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE a oW WATER RESISTANT BARRIER WATER RESISTANT BARRIER `n W (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION z o = o BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS LOT/BLOCK Lu P cmc POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP Z o o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE TBI NUMBER � z Ln o SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATEcn MODEL co o zo WEEP SCREED FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING .. ? a MAIN FLOOR MAIN FLOOR W a ELEV 01_0.1 _ : a ELEV 0'-0" ALL � w 0 � � `D t-4 .r- W o z a III— a s I ( I, I ELEVATION NAME © W Li z a — a'' -•► ry V W I ( I z W o 4 a a I I I i 4" CONC SLAB W/ Q I I a III- " CONC SLAB W/ ALL W I VAPOR BARRIER I ' VAPOR BARRIER aW - M - 2: zz o SEE FOUNDATION SEE FOUNDATION '�wPLAN FOR SIZE AND PLAN FOR SIZE AND SHEET NUMBER m .� w TYPE OF FOOTING TYPE OF FOOTING o z W EXTERIOR WALL e W LuCo W 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION 0 Lu Co O n n j -� z -1 W D7 SCALE: 3/4" = 1'-0" D7 SCALE. 3 4 = 1 -0 a000 / OFFICE COPY ERIAL NUMBER 1014.0 J n �, s TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEICrED ON THIS is DRAWING CDMPLIES WITH THE APPLICABLE MMMINA OWING CODE IN EFFECT AS OF DATE OF CERTOCATION BELOW. JUiv g 2016 N o SET MIRROR 3" FROM SET MIRROR 3° OF F. F `V vi END OF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) �O,Q va = GAS PIPE (TYPICAL) �� 0 E FOR GAS DRYER ONLY . , t 0 m - --- c,,.,11-211 g o o = co c Y DRYER VENT (TYPICAL) �� AR96730 COUNTERTOPS ; c? o a '� 0000ce 36" HIGH X _ 152 °° GAS PIPE (TYPICAL) FR en > FOR GAS DRYER ONLY F - (VANITY-511) MIRROR o z u_ OUTLET BOX `" a 1/4" MIRROR DRYER VENT BOX- MANUE AR 96730EZ,AIA o Z CENTER SIDEWAYS - ATTACH PER MFR. z o INSTRUCTIONS ¢ �,, IN BACKSPLASH D D D O 1/2" RECESS 0 z W 1 DRYER VENT BOX- o FOR MIRROR ATTACH PER MFR. � s W ce W p - INSTRUCTIONS - a m M o 2X4 HALF WALL Ell " YORKTOWN 0 P.T. SILL PLATE cv P.T. SILL PLATE -00 " o W J M TRIM - MM MIRROR ( ) �-+ ( ) con a IF SLAB ON GRADE IF SLAB ON GRADE G>o N :t M o CABINET a w ,� w m VANITY M RROR INSTALLATION INSTRUCTIONS: > � m WITH PEDESTAL '� H o 0 1. MI TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. �, S w 0 o s 2. AT BAT ROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE:Wk lk o a z CORNER. YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, w 8 BOTTOM, OR REAR VENT LOCATIONS. v1 0 u NOTE: BRACKETS REQUIRED IF M REMOVE REMOVABLE CLIPS VERIFY MIRROR IS GLUED w z COUNTERTOP CANTILEVERS MORE THAN 10 3. UPON NSTALLATION OF WOOD TRI 0 o o BEFORE EMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM � 1„ ) LENGTHS PER MANUFACTURERS SPECIFICATIONS. •. Z ZiL (n 12 +/- FOM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. Ou _ to MAS, ER BATH MIRROR WOOD TRIM DETAIL INT-3DRYER VENT BOX FOR DRYER ONLY aKITCHEN HALF WALL DETAIL INT-2w A v v Q _ (INT-1) D$ SCALE: /2" = 1'_0�� (INT-1) D8 �f � w A w UJ o D8 SCALE. 1 2 - 1 -0 SCALE. 1/2 = 1 -0 (INT-3) z U ce ce M : a TILE OR STONE ON 1/2" COMPARE a A { � >- z — TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURER'S O ►-a o s z "-' TO CONTRACT SPECIFICATIONS 3 DIM OF TUB & ►-� O a � ) OVER / EXT. PLYWOOD p 0 o PUMP LOCATION x N 0 o J ON 2X4 FRAMING. � a ` � z a WALL TILE = o (D oc o_ ou- 2X BLOCKING BETWEEN REFER TO FLOOR PLAN VARIES - SEE PLANS J STUDS (3 WALLS) ' 10 U � m VARIES BY MODEL 1 ROW OF TILE uj ce< co z VINYL LINER 3 WALLS EXTENDED 5" _ ¢ °C � UP WALLS ( ) z 2X4 @ 16" O.C. u CORNER SWF v m 100% SILICONE SEALANT BETWEEN ce o = 1) CERAMIC DRAWN BY z - TILE BACKER AND WET BED o z o >- FLOOR TILE _ SHELF AT 48 A.F.F. - 2X4 LEDGER M. STRICKLAND p z m w ac FLOOR TILE o w r, 'd' �' LOU 0 _ x x DROP IN TUB x CHECKED BY H - � . • . o 2-2X4 P.T. THRESHOLD W Q 2" SHOWER DRAIN + `" `" `" 0. SWAFFORD M u, u_ > U- 2X4 CRIPPLES m ¢ > w SCALE a .• .• : • •. •. :: " • -. :. . . ' • ' .•: . " . ' ; " .' 22 X 34 = SCALE AS NOTED oW � ¢ 2X4 TO BE P.T. 11X17 = 1/2 NOTED SCALE O TILE AT DOOR SUPPORT UNDER °C PRO-SLOPE PRO-SLOPE THRESHOLD � WALL TILE WHEN IN CONTACT TUB AS REQ. BY d o �- W/ CONC. MANUFACTURERS. °C � b LINER SET IN SEALANT @ r'� SHEET DATE o ADJUSTABLE FLANGE OVER ROOFING FELT PLAN o oc SHOWER DRAIN o o FR-33 DROP IN TUB DETAIL SHEET REVISION INFO z m U 2 SHOWER DRAIN 000 :>i w z cn NOTE: D8 SCALE: 3/4" = 1'-0" (FR-33) z = o Z NOTE: 3/4 X 9 RADIUS MARBLE SHELVES WILL EXACT SIZE ND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION Q u, Z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLU BING ACCESORIES. REFER TO >' m w ARCHITECTU L PLANS BY MODEL. � � MARBLE TILE OPTIONS ARE SELECTED. O � 0 ( WrNT-4TA N DA R D SHOWER SHELF LOCATION � ��.�� SET REVISION INFO O V) —� WSHOWER & CURB ON FRAMED FLOOR INT-5 END POST TIED INTO FLOORuJzc� � Q P ce v' �'- D8 SCALE: 3 4" = 1'-0" (INT-4) D8 CALF: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO CL w � z BOTTOM OF FLOOR JOISTS. P con >o p END POST TO PENETRATE oz u s SUBFLOOR. w z SHEET DESCRIPTION � w cn � w O FACE NAIL END POST TO - Z STANDARD H W BLOCKING. / 0° °C z 2x BLOCKING BETWEEN NOTES & DETAILS LuU) ¢ FLOOR TRUSS AGAINST ' 0 0 , o ' W a END POST. / Lu w ¢ cn .'' - ' ; % PROJECT NAME ce s z SUB FLOOR. o- o cn o .� w 0 WLu /i' .01 10, z_ o "-' � '' ,� \`� y LOT/BLOCK Z LJ. ��u.j ce ' i� �-! \ \\ /�'\ ` /moi �� �' / // /� may-i' z o u' ,''-'' ```\`� ` ,'' ( � TBI NUMBER g • v'Ln z -'' % ' 'ma'''y . ' ' ''' ':-'' MODEL V-4 Lu / .01 ALL i-- a > / NAILS(TYP) FLOOR TRUSS. ELEVATION NAME CI UJ U- t-- W Z k . ALL tD z Lu Lu ~ Z O z = z SHEET NUMBER c}a m LU Lu zs (n �0 o (FR-34 HALF WALE. TIE-IN DETAIL LU � W OFFICE COPY � oWm � w � z J u D8 N.T.S. (FR-34) �... a o 0 u- ERIAL NUMBER 1014.0 v