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CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). and Existing Codes BEAM ATC MAY NOT BE APPLICABLE DUE TO STUDS 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). Code for Design Loads 0` R A C L _E` PACKED SOLID. IN THIS EVENT, IT IS ACCEPTABLE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. ASCE SEI 7-10 INTERIOR FLOOR LOAD BEARING WALL. NO ATC REQUIRED. BAY WINDOWS TO FASTEN EACH KING GROUP TO THE TOP AND 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. Construction Type Y2" x 6" EMBED ANCHORS WITH WASHERS ® 48" O.C. SMALLER AND BOT PLATE W/ DSP OR (1) MSTA24 W/(5) 10d IN 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. SMAL ADDITION (UNO) UNLESS NOTED OTHERWISE ON PLAN OR DETAIL PLATE AND (7) 10d IN STUDS. BOTTOM PLATE TO 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING ORACLE Engineering & Added Roof Area SLAB W/ Y2" x 6" EMBED BOLT W/ WASHER UNO. CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2004 TABLE R401.4.1, AND SHALL BE FREE OF Construction Services, 200 ft2 EOR ENGINEER OF RECORD DIRECT CONNECTION OF STUDS TO SLAB W/ ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF Inc. 2LTT20B W/ Y2" x 6" EMBED ALL THREAD ROD IS MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO TOP CHORD LIVE LOAD* 0 p ROOF LOADING (20 psf 1.25) ACCEPTABLE. LTT20B MAY BE RECESSED IN SLAB. CONFIRM THESE ASSUMPTIONS. 1650-302 Margaret 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR Street #197 TOP CHORD DEAD LOAD * 1 psf HEADER FRAMING RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH Jacksonville, FL 32204 BOTTOM CHORD LIVE LOAD 10 psf APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. BOTTOM CHORD DEAD LOAD 5 psf (2) 2 x 6 -1 /2 HEADER/BEAM CALL-OUT TYPICAL HEADER 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. (904) 600-5750 *CONCURRENTLY LOADED LIVE LOADS MAY BE REDUCED PER NUMBER OF KING STUDS EACH SIDE OF OPENING HDR SPAN CONNECTION (END OF EACH HEADER) CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. FL Cert. of Auth. No.: FBC 1605.3.1.1 NUMBER 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF 30597 SIZE OF HEADER MATERIAL (N0. 2 SYP)JACK STUDS EACH SIDE OF OPENING TOP PLATE TO KING: CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. FLOOR LOADING (Cd= 1.00) LESS MSTA24 W/(5) 10d IN TOP PLATE AND (7) 10d IN KING. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE TOP CHORD LIVE LOAD 40 psf NUMBER OF PLIES IN HEADER THAN 5'-0" FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS TOP CHORD DEAD LOAD 10 psf 0 ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH KING GROUP TO SLAB: NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. ' BOTTOM CHORD LIVE LOAD 0 psf OTHER WITH (2) ROWS 10d COMMON @ 8' O.C. STAGGERED. LTT20B OR HTT16. 12. SIMPSON STRONG-TIE ACRYLIC TIE (REPORT ER-5791) SHALL BE USED IN ALL DRILLED AND EPDXIED BOTTOM CHORD DEAD LOAD 5 psf (10) 16d AND Y2" X 7" EMBEDMENT ATR UNO. CONNECTIONS TO CONCRETE. ANCHOR BOLT, THREADED OR DOWELED REINFORCING STEEL MUST BE PRO-BUILDERS TRUSS DEFLECTION CRITERIA - P PLATE TO NO CONNECTION HEADER FOR HEADERSIOLES(ONE THAN 36" ANCHOR. FOLLOWING): ANHOR EMBEDDED TO THE MANUFACTURER'S SPECIFICATIONS MUST ED DEPTH, IN A HOLE DRILLED BE FOLLOWEDEFORRTHAN PROPERTHE NSTALLIATION ETER OF THE OF FLORIDA ROOF TRUSS - SPH W/ (12) 10d x 1-Y2" ® 32" O.C. OR TOP PLATE TO KING: LLC LL/240 - DSP W/ (14) 10d COMMON ® 16" O.C. OR (2)MSTA24. EACH W/(5) 10d IN TOP PLATE AND (7) 10D FASTEN TRUSS DIRECTLY TO HEADER W/ MTS OR HTS W/ (14) FLOOR TRUSS 1od x 1-Y2" (OR 5' _ 7. IN KING. EXISTING STRUCTURES NOTE 11155 OAK RIDGE DR.S. LL/360 KING GROUP TO SLAB: Jacksonville, FL 32225 TL/240 EQUAL APPROVED ABY EOR) LTT20B OR HTT16. 10 16d AND Y2" X 7" EMBEDMENT ATR EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ,ONLY. VERIFY ALL EXISTING NEW ELEVATIONS (904) 386-0094 • WINDOW OPENINGS 4 AND GREATER REQUIRE Y2 ANCHOR BOLTS 0 UNO. ( ) AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE WIND LOADING PER FBC 1603.1.4 Cd- 1.60) REDHEADS W/ 1-Y2" DIA WASHERS AT 48" (MAX) ON CENTER UNDER C.G.C. FLORIDA: ASCE 7-10, 3 SEC. GUST ( WINDOW CONNECTION BOTTOM PLATE TO SLAB. BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN 1518114 ULTIMATE DESIGN WIND SPEED, V 130 mph TOP PLATE TO KING: CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL ult IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD (3)MSTA24. EACH W/(5) 10d IN TOP PLATE AND (7) 10d TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NOMINAL DESIGN WIND SPEED,Vasd 101 mph IN KING. NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN EXPOSURE CATEGORY D 7' - 12' ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RISK CATEGORY II Openings 0 ' OPENINGS IN 2x4 STUD WALLS GREATER THAN 6' REQUIRE A (2) 2x4 ENCLOSURE CLASSIFICATION ENCLOSED P g 6KING GROUP TO SLAB: (2)LTT20B W/(10) 16d AND Y2» X N0.2 SPF PLANK ORIENTED PLATE DIRECTLY ABOVE AND BELOW THE INTERNAL PRESSURE COEFF 0.18 (2x4 Walls) 1 2" EMBED ATR W WASHER OR HTT16 W/(18)OPENING W/(6) 12d COMMON TOE-NAILS AT EACH END 1 » / 16d AND MEANDESIGN ROOF HEIGHT 15 15EFTABLES 1, 2& 3/ s X 12 ATR UNO. ROOF SHEATHING SPECIFICATIONS 11 ROOF ANGLE, O 27' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8REQUIRE A (2) 2x6 ,, Openings 8 ' SHINGLE- MIN-7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 U NO.2 SPF PLANK ORIENTED PLATE DIRECTLY ABOVE AN BELOW THE HIGH UPLIFT HEADER (2x6 Walls) OPENING W/(8) 12d COMMON TOE-NAILS AT EACH END RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). FEMA FLOOD INFORMATION PER FBC 1603.1.7 TOP PLT TO EACH KING: LLj FIRM MAP ITEM ID 12003C0306C MSTA24. EACH W/(6) 10d IN TOP PLATE AND (8) 10d IN KING. TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING 0 Q EFFECTIVE DATE JUNE 17, 2008 HEADER TO JACK STUD: SHANK © 6" O.C. EDGE��& 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING FLOOD ZONE X - UNSHADED NAILS (OTHER AREA(Z) MSTA24 W/(8) 10d IN HEADER AND (10) 10d IN JACK. TO 4 O.C. WITHIN 4'-0" OF ROOF EDGE). (f) O • INSTALL COMMON NAILS UNLESS OTHERWISE SPECIFIED W Ll • COMMON WIRE NAILS AND THREADED HARDENED STEEL KING GROUP TO SLAB: I NAILS SHALL CONFORM TO THE NOMINAL SIZES (1)HTT22 W/(32) 16d SINKERS AND 5/8 x 15 EMBED ATR UNO. WALL SHEATHING SPECIFICATIONS n-, SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES I LLJ F-- _ THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS APPLY TO FASTENERS BEFORE APPLICATION OF JACK AND KING STUDS: FLEXIBLE FINISH-MIN-7/16", W U REGION AND HAS BEEN DESIGNED AS AN ENCLOSED PROTECTIVE COATING. 24/16 STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING Q (2)ROWS 12d ® 6 BETWEEN ADJACENT JACKS AND KINGS �, (Y STRUCTURE. AS SUCH, THE BUILDER MUST SUPPLY WHEN A BORED HOLE IS REQUIRED TO PREVENT FASTENED W/ 8d @ 6 O.C. EDGE AND 6 O.C. FIELD. SHEATHING MAY BE LLJ OPENING PROTECTION IN ACCORDANCE WITH FBC 2010 SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT W V) m SECTION 1609.1.2 AND/OR FRC 2010 SECTION 301.2.1.2 THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL / OR SPIKE DIAMETER OR VINYL SIDING, HARDI PANEL & BRICK ALL OTHER WALL SHALL BE CONSIDERED BRITTLE U AND LOCAL BUILDING JURISDICTION. O • HE NOMINAL DIAMETER AND LENGTH OF TYPICAL FINISH. z FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 2 BELOW STUCCO FINISH,-MIN.7/6", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, Q ALL THREAD UPLIFT ANCHOR FASTENED W/ 8d © 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE ORIENTED TABLE 1 COMPONENT AND VERTICALLY OR HORIZONTALLY. Q FIXED ATC LOCATION (SEE PLAN):^x :(SEE "ATC TYPICAL PLACEMENT DETAILS," ON TABLE N A I L SIZE LEGEND THE DETAIL SHEETS FOR ADDITIONAL' ATC LOCATIONS AND SPACING. SEE "ATC CLADDING DESIGN PRESSURES DIAMETER LENGTH ALTERNATIVES," ON S-1 FOR INSTALLATION OPTIONS WHERE ATC IS NOT FEASIBLE.) ROOF Rri COMMONK 0.131"20" 2-Y2„ ONE ALL THREAD CONNECTION (ATC) IS COMPOSED OF 1/2" 36ksi ALL-TREAD THAT RUNS THE 8d RINGSHANK 0.120 i_X FULL VERTICAL HEIGHT OF THE WALL, PENETRATING BOTH THE TOP AND BOTTOM PLATES, AND Designation 10d x 1-V 0.148" 1- GROUTED WITH SIMPSON STRONG-TIE ACRYLIC-TIE INTO CONCRETE. THE TYPICAL EMBEDMENT Interior Zone End Zone Corner Zone 10d COMMON 0.148" 3" IS 6" FOR MONOLITHIC CONCRETE AND 7" FOR STEMWALL AND OTHER FILLED MASONRY Effective (psf) (psf) (psf) 12d COMMON 0.148" 3-Ya" APPLICATIONS. THE ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE CONCRETE AND THE HOLE Wind Area �� IN THE WOOD PLATE: USE A 916 BIT FOR DRILLING CONCRETE AND PLATE HOLES. THE TOP 0 - 10 sq. ft. 16d SINKER 0.148" 3-Y4" �� +18 -28 +18 -48 +18 -72 END OF THE ATC MUST BE RESTRAINED BY A 3" SQ. x Ye THICK WASHER AND NUT. THE 16d COMMON 0.162" 3-Y2" ALL-THREAD MAY BE SPLICED WITH A COUPLER THREADED ONTO THE ALL-THREAD A MINIMUM 11 - 20 sq. ft. +16 -27 +16 -45 +16 -67 DISTANCE OF 1�" AT EACH END OF THE COUPLER. THE COUPLER SHALL BE RATED FOR ALLOWABLE TENSION OF 3,200 POUNDS UNDER WIND LOADING. THE ALL-THREAD SHALL BE 21 - 50 sq. ft. +14 -26 +14 -40 +14 -61 INSTALLED PLUM WITH THE MAXIMUM DEVIATION FROM VERTICAL OF % HORIZONTAL PER FOOT VERTICAL. 51 - 100 sq. ft. +13 -25 +13 -36 +13 -57 TABLE 3: FASTENERS IN PRESSURE TREA ED LUMBER ATC LOCATIONS IN EXTERIOR WALLS AND SHEARWALLS ONLY WILL REQUIRE AN ADDITIONAL 1-Y2" ROUND WASHER AND NUT AT THE BOTTOM PLATE FOR ATC'S LOCATED NEXT TO OPENINGS AND PRESERVATIVE AT WALL ENDS WHICH TERMINATE AT CORNERS. S TABLE 2 COMPONENT AND ACQ & NON-DOT CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC THE HEX NUT ABOVE'THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 ft-lbs OF THE CLADDING DESIGN PRESSURES BORATE ALL COATFASTENIERS MUST BE HOT DIPPED GALVANIZED. MATERIALSTORUE. CES WILLGEFFECTIVELY MOISTURE EL M NOA"TEE THE PRET LOADINGAND HETED CAUSED"BY G HEO INITIALBUILDING TIGHTENING SODIUM BORATE OF THE NUT. AFTER ALL ROUGH-INS OF THE MECHANICAL AND ELECTRICAL TRADES ARE STANDARD FINISH IS ACCEPTABLE (UNO) COMPLETE, AND PRIOR TO INSTALLATION OF INSULATION, RE-TIGHTEN THE UPPER HEX NUTS TO (WALL ACZA 30 ft-Ibs OF TORQUE. SHEET No.: Zone Interior Zone End Zone NOT RECOMMENDED. STAINLESS CONNECTORS AND Effective esignation (psf) (psf) REQUIRED.S - 1 wind Area SHEARWALLS Structural 0 - 10 sq. ft. +31 -33 +31 -41 � Summar SW INSTALL A DBL STUD GROUP AT THE ENDS OF THE SHEARWALL. JOB NO.: 11 - 20 sq. ft. +29 -32 +29 -38 KING/JACK GROUP. WILL SUFFICE FOR DBL STUD GROUP. FASTEN WALL WAGNER 21 - 50 sq. ft. +28 -30 +28 -35 SHEATHING TO FRAMING WITH 8d COMMONS AT 3" ON CENTER ON EDGE _ RESIDENCE AND 12" ON CENTER IN THE FIELD. PLACE (1) HTT22 AT DBL STUDSUBDIVISION: 51 - 100 sq. ft. +26 -29 +26 -32 AT EACH END OF SHEARWALL. HARDIPANEL IS ACCEPTABLE WALL SHEATHING ONLY IF NOTED ON THE FRAMING PLAN. MAXIMUM BOTTOM 101 - 500 sq. ft. +23 -26 +23 -26 PLATE ANCHORAGE IS 24" O.C. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE Y2" ATC, Y2" DRILL AND EPDXY BOLT W/ WASHER, AND Y2" X 4" EMBED WEDGE ANCHOR W/ WASHER t LOT NO.: 1 TABLE 3 COMPONENT AND SWH SEE "SWH" DETAIL LOCATED ON THE DETAIL SHEET. FLOOR PLAN: CLADDING DESIGN PRESSURES SWB SEE "SWB-SPECIAL SHEARWALL DETAIL," LOCATED ON THE DETAIL SHEET. DESIGNED: j (ROOF OVERHANG) REV,�E,V��: Perforated • PERFORATED SHEARWALLS ARE SHEARWALLS INDICATED ON PLAN l��lFL Zone Shearwulls WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL. THESE Designation End Zone Corner Zone HAVE BEEN DESIGNED AS PERFORATED SHEARWALLS IN REVISIONS DATE Effective (psf) (psf) ACCORDANCE WITH FBC 2305.3.7.2 Wind Area 0 - 10 sq. ft. -57 -95 DBL STUD GROUP AND HOLDDOWN ANCHORS ARE REQUIRED ONLY 2nd Floor AT THE EXTREME ENDS OF THE SHEARWALL. ALL ELSE IS TO BE 11 - 20 sq. ft. -57 -86 ��� V%l °,°°,•°° •P ,y�� -- INSTALLED PER "SW" SPECIFICATIONS. ,`'�l , � �'''�., S h e a r w a I I s a�' etc, ''�•.�O'�s • 2ND LEVEL STUDS AT EXTREME END OF SHEARWALL TO 2ND LEVEL 21 - 50 sq. ft. -57 -74 TOP PLATE W/ (2) SIMPSON MSTA24. MIN (5) 10d COMMON IN TOP AAJ o /Q° ��' - y 51 - 100 sq. ft. -57 -65 PLATE • 2ND LEVEL STUDS AT EXTREME END OF SHEARWALL TO SLAB WITH HTT22. O s • IF EXTREME END OF 2ND FLR SHEARWALL IS OVER EXTREME END OF '�yp�4•� / �=+ FASTEN 2ND FLOOR END STUDS TO 1ST FLOOR 1ST FLR SHEARWALL, END STUDS W/ (2) MSTA36 OR (2) CS16 WITH (8) 10d IN EACH ANDRES F. LOPERA END SEE PE # 70791 11/14/2014 GENERAL PLAN NOTES: 1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE -------------------:--------.__--- DRILL AND EPDXY 1/2" x 12" SHEETS-1 ' DOWELS AT MAX 24" O.C. INTO 2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD EXISTING SLAB FOR CONNECTION I } OF NEW FOOTING 3. SIMPSON ACRYLIC—TIE ADHESIVE SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. ACL E ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A / HOLE X6" GREATER THAN THE DIAMETER OF THE ANCHOR. ' f ORACLE Engineering & MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. Construction Services, =2 Inc. 4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER 1650-302 Margaret 'l BEAMS/GIRDERS W./ (2) ROWS 10d COMMON ® 8 O.C. - - - - STAGGERED- Stre e t #19 7- 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR D Jacksonville, FL 32204 DRYUSE � ONLY UNO. - ALL WATERPROOFING AND 904 600 FIRE SAF 5750 SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR RACTOR AND ARE TO BE DESIGNED t' AND DETAILED BY OTHER ER / FL Cert.t. o f Au th No.: 6. ALL META 30597 L CONNECTORS SPECIFIED ON PLAN ARE I N RLADD (TION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 230 4.9. 1 FASTENING ENI NG I SCHEDULE. 7. ALL WATERPROOFING AND FLASHING DETAILS TO BE � DESIGNED AND DETAILED BY OTHERS. P R 0-B U I LDERS S. ELECTRICAL CONNECTION TO EXISTING RES Or FLORIDA RESIDENCE TO BE r DESIGNED NE D AND DETAILED AILED BY ELECTRICAL TRICAL CONT RACTOR. / : LLC I IN G': 9. PLUMBING DRAWINGS TO BE DESIGNED AND DETAILED BY OTHERS. ' 11155 OAK RIDGE DR.S. �! _o:.-... - , I: I ORD ,PO BE F0 - Jacksonville, FL 32225 ., �. %' 10. MECHANICAL DRAWINGS TO BE DESIGNED AND DETAILED BY I OTHERS. (904) 386-0094 C.G.C. FLORIDA: 1518114 i ISTI r STR� V CUR. / ��" LLJ / j" 'x;11 � '; •� }� is : : 1 ' 1, SYMBOLS LTJ 0 DESIGNATES FOOTING LINE � 3 FOOTING SCHEDULE AND NOTES 1 // DESIGNATES SAWCUT LINE 0 S-2 / 1 TYPE LENGTH WIDTH DEPTH BOTTOM BARS • 1/2"X6" EPDXY ANCHOR W `l { ,..' ' DRILL AND EPDXY 1 2" x 12" I �:: ' F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. INTERIOR LOAD BEARING WALL DOWELS INTO EXISTING SLAB AT �;' : ,I F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. W = MAX 24" O.C. , s F3.0 3'-0" 3'-O" 1'-0" 3-#5 EA. WAY BOT. DESIGNATES SLAP RECESS W Q F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. Ld 1 „ BEAM OR TRUSS, SEE PLAN ~ F4.0 4'-04'-0” 1 -0 4-#5 EA. WAY BOT. U) m / V F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. %" A307 DIAMETER FULL HEIGHT 0 U / — S-3 1THREADED ROD, SEE DETAIL 5 — . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE / Z Z FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, N Z �, - STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR ," A307 DIAMETER FULL HEIGHT Q N-/2 \ REFERENCE ONLY. 5 THREADED ROD, SEE DETAIL 5/S-3 —J CURB URB � '1 �,,, w' s� < 16 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. Q 1 2g; 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED LSTA12 FASTEN TO12" LONGIGHT TOP PLATE ANDA GAUGE -2STUD S �` 2 S-2 PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH 5-1od COMMONS S-2 1l � )7 FOUNDATION PLAN - ADDITION 1 /4 = 1 - 0 1#4 CONTINUOUS, PROVIDE -• OVERLAP SIDEWALL TOP PLATE ORNER BARS IF CORNER 5 55 THREADED ROD ONE IN SPLICE IS NECESSARY, b SIDEWALL) ALWAYS PLACE , ALL FRAMING 1 _ 5 HEADER AT 1 S-2 4 S-2 TOP OF ROUGH CURB S-2 OPENING } CURB -O"ND THREADED ROD x .""" w/3x3x-4" PLATE GARAGE CURB DETAIL SLAB ONTHREADED ROD Z GRADE, (ONE IN SIDE " SEE PLAN. „ WALL) 1N8 z X m a /� -w DEEP SAWCUT w/ SLAB ON GRADE, MAX 1 SHEET NO.: / ik 1 / ELASTOMERIC SEALANT SEE PLAN MIN. (3)2x12 HEADER S - 2 a N M (U.O.N.) ON PLAN. ALT. FOOTING AT a EXTEND HEADER TO 2 2i22 2 FOUNDATION . / BUILDERS DISCRETION. NOTES: (2)2x6 SPF#2 FAR SIDE OF WALLo o PLAN 1) -PROVIDE SAWCUTS TO CREATE APPROXIMATE 15' X 15' MAX. SQ. AS SHOWN. r b - 12 10,1 DC ANL) /2** #4 CONT. FOR 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC . PLACEMENT. 6 6 6 6 6 roe NO.:WAGNER b :lf d _.1` I� 4 -0 x4 -0 PIECE OF WALL 4"v.[.)f::: ANID ;'2 .tt , ;C,� I F=.JR SHEATING INSTALL AT UPPER SHEATH BOTH RESIDENCE SUBDIVISION: ' 'r - ' '`'�' (2)2x6 CORNER 1» BELOW GARAGE HEADER SIDES OF WALL s i I' JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A iril , 1 MONOLITHIC EDGE FOOTING 2 SAW CUT DETAIL AND (1) SHOWN) NOTE: SHEATING IS ON EA. KING. SIDE OF WALL LOT No.: S-2 S-2 SCALE: 3/4" = 1'-0" FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS EXISTING NEW IN 3'' GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FLOOR PLAN: (STUDS, BLOCKING & SILLS) TYP. STEP, SEE ARCH. DESIGNED: (6„ MAX.) DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS REVIE,I : SLAB ON DOOR AFL ID GRADE, 3/4„ " REVISIONS DATE 4" CONC. SLAB RECESS - NO"ND THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN t SEE PLAN. - STUDS DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x-4" WASHER. I ON GRADE & 1#5 CONT SLAB ON STEM WALLa ° ° GRADE, TO REMAIN. DRILL AND EPDXY DRIVE WAY : ° SEE PLAN. #424" w/ 4" EMBEDMENT (BY OTHERS) �� a j\��\�% SEE GEN. NOTES FOR EPDXY ® 24" O.C. (MAX) SPECIFICATIONS. APPLY INot STRICT ACCORDANCE WITH THICKENED EDGE ` �\ 'N5.� •,LCA6;3i•• �. ,,,, MANUF. INSTRUCTIONS. w/ 1-#5 CONT. 12"x12" '� � '.�`G NSA•• r��' 3 NEW SLAB INTERSECTION W M 4 THICKENED SLAB r STATS °F :'� MONOLITHIC 5 GARAGE PORTAL FRAMING S- 2 SCALE. 3/4 1 0 S-2 AN, ��• 11/14,2014 i EW WALL PER S-5. GENERAL PLAN NOTES: ,: 1• FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE ------ SHEET S-1 2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF ' , I RECORD A 3• - ALL ' S 0 IC TI ADHESIVE SHALL ' DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. j ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING ORACLE Engineering & ',: STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, INA Construction Services, HOLE X16" GREATER THAN THE DIAMETER OF THE ANCHOR. MANUFACTURER'SInc. SPECIFICATIONS MUST BE FOLLOWED FOR TAI PROPER INSTALLATION. 1650- l 302 i Margaret , 4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER Street #197 BEAMS/GIRDERS W. 2 ROWS 10d COMMON Jacksonville FL 3220 (904) 600-5750 ' l ' STAGGERED 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ON LY� UN O. AL L W ATE RPROOFING AND FIRE SAFETY SYSTEMS AREF L Cert. of Au th. No.:RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 30597 DESIGNED AND DETAILED BY OTHER 1C. ,G:U o EA/ 6. ALL META L CONNECTORS SPECIFIED ON PLAN ARE IN J M ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN D FLORIDA BUILDING CODE TABLE 2304.9.1 FAST ENING m'Q SCHEDULE. I �. PRO—BUILDERS 7. ALL WATERPROOFING AND FLASHING DETAILS TO BE DESIGNED AND DETAILED BY OTHERS. OF FLORIDA i' �. LLC i; 8. PER FBC-EB, ALL NEW ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH CHAPTER 27 OF THE FBC. ELECTRICAL CONNECTION TO EXISTING RESIDENCE TO BE 11155 OAK RIDGE DR.S. �,: DESIGNED AND DETAILED BY EL Jacksonville FL 32225 ;' _ 1 ELECTRICAL CONTRACTOR. (904) 386-0094 PLUMBING M BI NG A ND MECHANICAL DRAWINGS TO BE DESIGNED AND DETAILED BY OTHERS. C.G.C . FLORIDA: �` 9 ROOF 1 SHEATHING 518 NG PER 11 GENERAL — 4 NOTES SHEET S 1. C I E; h; � : / 1. PR RE—ENGINEERED ENGIN EERED : / ROOF TRUSSES OR CONVENTIONALLY STI1N" --- FRAMED RAFTERS. I ,TR.0 NUT do 3" SQUARE x JF THICK WASHER AT TOP PLATE LL DOUBLE zx N0.2 SYP TOP PLATE FASTENED W/ POST: 6x6 P.T. SYP#2 / BEAM TO POST: 2—ROWS 10d COMMON O 16' O.C. STAGGERED (UNO). / ' MIN 48' LAP W/(24) Tod COMMON IN LAP. SEE DETAIL 3/S-3, ; /' fAl 5-3; 2-MSTA FOR NEW CONNECTION. ,:' � / ,: ,, 24 w/9-10d EACH END ' �'E� NECT N. i f TRUSS OR RAFTER TO TOP PLATE W/(1) SIMPSON � i' ' " + MTS12 W/�14) 10d x 1-Xa'. EXCEPTION: JACK 1 / _'_ � LTJ , , /' TRUSSES. XCLUDING CORNER JACKS, MAY BE :� --— —.__�--------------------T ,`,.. - - - �'' STRAPPED DOWN W/H8 W/(10) tOdx1—J¢" SYMBOLS LEGEND � Q INTERIOR LOAD BEARING WALL _ WALL SHEATHING PER GENERAL NOTES, SHEET S-1. HOLD ALL ILS TO BED ESI AND FLASHING BEAM OR TRUSS, SEE PLAN (� DETAILS TO BE DESIGNED AND :,.'' 0 SHEATHING 1/2' VERTICALLY FROM TOP OF SLAB. DETAILED BY OTHERS. (2)2x12 CEILING BEAM /'' ,`' .'' CEILING JOIST 2x EXTERIOR WALL STUDS. SEE PLAN FOR STUD ------ _ LL SIZE, SPECIES, AND SPACING. 0 ✓ i A307 DIAMETER FULL HEIGHT ), THREADED ROD, SEE DETAIL 5/S-3 _ PROVIDE BOTTOM PLATE NUT .� ,. LLI U 36 KSI THREAD ROD ANCHOR O MAX 48' O.C. SEE &A—W ROUND WASHER PER U " A307 DIAMETER FULL HEIGHT LL.I FRAMING PLAN AND ATC INSTALLATION SPECIFICATION Q FOR REQUIREMENTS. ATC SPECIFICATIONS, SHEET S-1, IN EXTERIOR WALLS & ALL EXTERIOR WALLS AT o 5 THREADED ROD, SEE DETAIL 5 S- 2x—PT NO.2 SYP BOTTOM PLATE. THIS LEVEL ARE: / / 3 ( Ld i' LSTA12 12" LONG LIGHT GAUGE STRAP CONSTRUCTED OF 2x4 FASTEN TO TOP PLATE AND STUD LLI FINISHED GRADE MIN 1 3 4" ANCHOR WITH N Od COMMONS E SPF#2 © 12"l-O.C.; WALL - '\� , :. ,. ------- FRAMING (U.O.N.),_THIS c� z �- DESIGNATES THE HEADER SIZE AND N z WALL FRAMING COMPLIES Z (2)2x,9-1/2 NUMBER OF PLY'S DESIGNATES NUMBER, Q 1 WALL I �' HEADER SIZE • S-3 RITERIA. w 1 ` '; & JACK WITH DEFLECTION "C ES: v �- ,l * ^i y* /KING STUDS Q I 1�FWN�DATION AND SLAB PER CONCRETE SECTIONS AND N S-3 " A307 DIAMETER FULL HEIGHT CONCRETE NOTES LOCATED ON THE STRUCTURAL SUMMARY SHEET S-1. 2.EXTERIOR WALL ASSEMBLY UPLIFT CAPACITY— 10001/ THREADED ROD, SEE DETAIL 5/S-3 PER TRUSS O 24" O.C. SPACING. a STRUCTURAL PLAN- 1 4 " = 1 ' - 0 " 1 C14 x EXISTING TIMBER S-3 FRAMED WALL (2)2x!2 CEILING BEA.Ma NEW STUD WALL FRAMING 2x4 P.T. SYP 2 — 3 FASTEN TO EXISTING )2X1 2/2 THREADED RODS PER GENERAL NOTES, S--1 TIMBER FRAMED WALL w/ -4"-Dx4-8" SDS SCREWS 0 16" O.C.WASHERS WALL Q ¢ Q N cV N N2X6 � I¢- � ALL .r J J J J J _j NEW TO EXISTING FRAME WALL 2 DETAIL 5 s-3 S-1 GARAGE PORTAL -FRAME SEE DETAIL ti 5/S-1 THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 SHEET NO.: TYPICAL TOP PLATE NAILINQ: A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO TYPICAL STUD NAILING0.131x3" END NAILS: �` _ 7 TYPICAL LAP SPLICE: FASTEN ALL TOP PLATES THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY J J : TYPICAL HEADER NAILING:0.131X3" TOE NAILS " BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. (2) 0 2x4, (3) 0 2x6, (4) 0 2x8. 8-16d OR 12 0.131 0x3" TOGETHER w/ (3) ROWS , RODS ARE TO BE INSTALLED AS INDICATED ON PLAN WITH A ' " 2X6, 2x8 = (5) NAILS OF .131x3 0 12" O.C. STAGGERED. o SHEATHING CONNECTION STRUCTURAL 9 LVL, 11 LVL, 2x10, 2x12 = (7) NAILS AT PLATE =- MAXIMUM SPACING OF W-8". PROVIDE A 2"x2"x7fi" WASHER FOR " PLAN 6"MAX. 6"MAX. SYP#2 DBL. RODS AND 3"x3"x Y4" WASHER FOR %" RODS, FASTEN WITH A NUT TOP PLATE 14" LVL, 14" LVL = (9) NAILS SYP#2 HEADER, 4'-O' IN. FASTEN ROOF TRUSS PER PLANS AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED IT w/ UPLIFT CONN. LONG - .'.. .. .. .... .. .. NUT. (TYPICAL) JOB NO.: ENOUGH TO ENGAGE ! 7 WA.ONER STUDS. J ,% t::: '' (2) ROWS STEEL COUPLER AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE —4" Ifflir /i RESIDENCE IF HIGH SIDE OF WALL < F >' 8d COMMO (OPTIONAL, LOCATE LARGER THEN THE DIAMETER OF THE THREADED ROD USED. THE SUBDIVISION: IS A SHEARWALL 41 ` �/v'I. " THREADED ROD 1 NAILS 0 6 O.0 AS NEEDED) ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. INSTALL ADDITIONAL ,#' /� '::'.`'. ..`.. TO TOP PLATE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 FULL HT ANCHORS. (STAGGER NAILS INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL rt BETWEEN ROWS. FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS WALL SHEATHING ONE-HALF TURN OF A STANDARD WRENCH (APPRO)OMATELY 30 I ft.-lbs. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BOUNDARY OF LOT No.: DROPPED HEAD 11 ,, BUILDING; CONTRACTOR SHALL RE-TIGHTEN NUT TO 30 ft-lbs. OF SHEATHING RATED SHEATHING, IF HIGH SIDE OF IF HIGH SIDE OF WALL h ROD EMBEDMENT TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO SEE GENERAL NOTES WALL ISA ISA SHEARWALL, INSTALL ROUGH DROPPED HEAD MONOLITHIC: s" INSULATION. FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO 1: FLOOR PLAN: SHEARWALL OPENING OR SILL PLATES MINIMUM FASTENER E.E. Lj INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING AFTER EXAMPLE OF PANEL DBL. 2x BLOCKING IN �<q ' STEM WALL: 8" FASTEN (2) FIRST (2) STUDS SPACES �< 4'— (1)2x4 SPF #2 (4)12d TOE NAILS MSTA36 AT �< s'— (2)2x4 SPF (1)A34 + (2)12d TOE NAILS DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR EDGE w/ BLOCKING INSIDE FACE I I I I FOCCUPANCY. LOOR WHERE REQUIRED j DESIGNED: OF SHEARWALL �< s'— (3)2x4 SYP //2 (1)A34 + (6)12d TOE NAILS FULL HEIGHT ANCHORING FRAMING BY GENERAL NOTES ; I EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED AND REV o OR BEND AROUND ^< 12'- "(3)2x6 SYP2 (2)A35 + (6)12d TOE NAILS SYSTEM, PER PLAN EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE /� �' ENDS AT JACK AND KING STUDS, " MIN. AFL ANC eD '?00 FOUNDATION FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 NAIL SPACING AT _ NON-SHEARWALL. PER HEADER SCHEDULE I ROUGH OPENING PER PLAN TYPICAL SOLE PLATE NAILING: CNOR�NG FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT SUPPORTED EDGES, - FOR MONOLITHIC CONCRETE AND 8" EMBEDMENT FOR STEMWALL, GENERAL NOTES I REVISIONS 0.131x3" TOE NAILS: f DATE PT. SYP#2 (3) 0 2x4, (4) 0 2x6, (5) 0 2x8. CMU, AND ICF INSTALLATIONS. EXAMPLE OF UNSUPPORTED . SOLE PLATE SILL PLATES (UNBLOCKED) PANEL EDGE % t,l FULL HEIGHT SECTION (TYPICAL) FOUNDATION, SEE PLAN 5 FULL HEIGHT THREADED ROD ANCHORING SYSTEM INTERMEDIATE SUPPORT EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN: �8"0 x 6" LG (MIN 34" EMBED.) 8„ IS 6"o.c MAX. (LION i+ �l L(� �• WINDOWS < 4'-4" 1 ANCHOR THREADED ROD ANCHOR BOLT J ^8FROM SOLE �. ., — ( ) hYz�� P,, rd PLATE BREAK S-3 ---- STUDS, ROOF ' DRILLED & EPDXY w/ 2"� x ""• ` rl ...••••.. �O''•, WINDOWS < 8�-4" — (2) ANCHORS PLATE WASHER QB FULL HT. II TRUSSES, OR `,.• �.,� WINDOWS <12—4" — (3) ANCHORS I I iii FLOOR JOISTS ANCHOR a s 11SC r 1. USE SPF#2 OR BETTER FOR ALL WALLS. 3 ' � 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF A. ;� STATE 0 OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 6 SHEATHING NAILING -°DETAIL: �y� "• .14' ��'.•° 4 TYPICAL WALL FRAMING s-3 AN ` sip N� 11/14/2014 : i GENERAL PLAN NOTES: / -- % 1 FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE------ SHEET S-1 2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD A, L ------------------------ ..... - ------------------- ' -TIE ADHESIVE SHALL BE USED IN ALL ORACLE Engineering 83. SIMPSON ACRYLIC DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. Construction Services, ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A Inc. HOLE Xis" GREATER THAN THE DIAMETER OF THE ANCHOR. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR 1650-302 Margaret PROPER INSTALLATION. Street #197 --- -— -- -- - -- --- --�---- -- -- - --- - —%--=- r::� Jacksonville, FL 32204 / _---- '. :._:_-..._ 4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER - ,,. , i �� (904) 600 5750 %. BEAMS GIRDERS W. 2 ROWS 10d COMMON ® 8 O.C. 1 STAGGERED FL Cert. of Auth. No.. i i 5. ALL LUMBER SPECIFIED ON DRAWINGS,. AW NGS IS INTENDED FOR DRY USE 30597 ONLY UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE $ IN THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER TRU D E E 6. L AL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN I PRO BUILDERS FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING SCHEDULE. OF FLORID /) A / 1 i t ' - 4' I S ALL WATERPROOFING AND FLASHING DETAILS TO BE LLC i DESIGNED AND DETAILED BY OTHERS. ,l 1l / : ' 11155 OAK RIDGE DR.S. ' - - 8. PER FBC-EB, ALL NEW ELECTRICAL EQUIPMENT AND WIRING Jacksonville FL 32225 SHALL COMPLY WITH CHAPTER 27 OF THE FBC. ELECTRICAL CONNECTION TO EXISTING RESIDENCE TO BE (904) 386-0094 DESIGNED AND DETAILED BY ELECTRICAL CONTRACTOR. I C.G.0 . FLORIDA: 9. PLUMBING DRAWINGS TO BE DESIGNED AND DETAILED BY 1518114 OTHERS. 0 MECHANICAL DRAWINGS TO BE DESIGNED 1 N D AND DETAILED BY OTHERS. Xf.S 1 11. NEW STUDS SHALL BE MINIMUM 2x4 NO.2 SPF AT MAX 16" i O.C. W S-q / U STRAP WALL FRAMING ...., TO EXISTING HEADER BELOW LL] � r / CS , w 16 STAPS r � 16" O.C. 0 W O , .,, II�� LLJ wU ' ' W a , m o � Q Ld N 0 m cV V) p W C) D _ w J / r N � � i— -- - j z Q w ;, of LL Q O 00 O O N x CK :qk ILO a_ CN 1 V) s-4 ROOF RAFTER NOTES: STRAPPING NOTES O N 1. STRAP ROOF RAFTERS TO BEARING cV WITH 2-12d TOENAILS & 2—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED ROOF PLAN— 1 /4.1.1.1111.1111, 1 ' - 0 " 2 S-4 SHEET NO.: a S - 4 ROOF PLAN CEILING JOIST 5-10d TOENAIL JOB NO.: RIDGE, ROOF SHEATHING SPECIFICATIONS: WANNER FRAMING SCHEDULE SEE PLAN. SHINGLE— SEE GENERAL NOTES, SHEET S-1 RESIDENCE JOIST MAXIMUM SPAN SIGN: (SYP #2) ®24" O.C. '®16" O.C. 4-12d TOE 2 x 4 6'-7" 8'-0" 2x4 OUTLOOKER NAILS (2 EA 2x4 BLOCKING ' LOT NO.: 2 x 6 9 —10 12 —0 ROOF SHEATHING © 24" O.C. SIDE) HURRICANE CLIP 2 x 8 12'-6" 15'-3" CONVENTIONAL ROOF PER PLAN FRAMING, SEE PLAN H2.5T ® EACH FLOOR PLAN: O 2 x 10 14'-9" 18'-1 UTLOOKER" � 2 x 12 18'-8" 22'-10" DESIGNED: ATTIC DESIGN CRITERIA: ' (2)_ SYP#2 REv�Eff: - 10 PSF DL, 20 PSF LL TOP PLATE AFL I PROVIDE SOLID BRIDGING AT SIMPSON A35 REVISIONS DATE � � � '1 MAXIMUM SPACING OF 8" O.C. FRAMING CLIP—// AND AT JOIST BEARING ENDS AT EA. TRUSS NOT NAILED TO ROOF RAFTERS I H 2.,. 2x6 SPF#2 32" OC STUDS ® 12" O.C. CEILING JOISTS PER TABLE ABOVE w/ (8) 12d COMMON WIRE NAILS EA. END INTO UPLIFT CONNECTOR AND RAFTERS. (TYPICAL) (2) 12d TOENAILS EACH SIDE OF RAFTER. ri---�CONVENTIONAL ROOF SECTION & CE LING SCHEDULEK-2 BALLOON FRAME GABLE EN * ffi D ,� STATE OF ; S-4 SCALE: N.T.S S-4 SCALE: N.T.S. A'' ��•:r040 *P•'�`e�' '� 11/14/2014 it z I ACL ORACLE Engineering & Construction Services, Inc. 1650-302 Margaret Street #197 Jacksonville, FL 32204 (904) 600-5750 FL Cert. of Auth. No.: 30597 f ROOF SHEATHING PER GENERAL NOTES, PRO-BUILDERS PRE-ENGINEERED ROOF TRUSSES � SHEET S-1 OF FLORIDA OR CONVENTIONALLY FRAMED RAFTERS. LLC 7T, LLC DOUBLE 2x NO.2 SYP TOP PLATE FASTENED 11155 OAK RIDGE DR.S. 1 W/2-ROWS 10d COMMON @ 16"O.C. Jacksonville, FL 32225 DOUBLE 2x4 NO.2 SYP TOP PLATE STAGGERED(UNO).MIN 48"LAP W/(24)10d (904) 386-0094 FASTENED W/2-ROWS 10d COMMON @ 16" COMMON IN LAP. O.C.STAGGERED(UNO).MIN 48"LAP W/(24) GABLE END WALL,SEE DETAIL 2/S-4 C.G.C. FLORIDA: 10d COMMON IN LAP. 1518114 L x I WALL SHEATHING PER GENERAL NOTES, W SHEET S-1 ' TRUSS OR RAFTER TO TOP (�Jl PLATE W/(1)SIMPSON H8 W/(10) U 10d x 1-y". W ATC @ 48"O.C.SEE FRAMING PLAN AND ATC @ 48"O.C.SEE FRAMING PLAN AND ATC Q ATC INSTALLATION SPECIFICAITON FOR INSTALLATION SPECIFICATION FOR 0 REQUIREMENTS. REQUIREMENTS. BALLOON FRAME WITH 2x6 SPF N0.2 AT U / O MAX 12"O.C. W _ %s'OSB TO STUDS ONE FACE ONLY AT DESIGNATED INTERIOR SHEARWALLS. _ 3/"T&G PLYWOOD FLOOR DECK W/10d LJ_J COMMON: 6"O.C.AT PANEL EDGES, 12" U Li O.C. IN THE FIELD. Q 2x4 N0.2 SYP PT BOTTOM PLATE. WPROVIDE BOTTOM PLATE NUT&1-y" (n m ROUND WASHER PER ATC LLJ 3 � SPECIFICATIONS,SHEET STA, IN EXT Q U T&G PLYWOOD FLOOR DECK. WALLS&SHEARWALLS. Z z N z Q L0 J I PRE-ENGINEERED FLOOR TRUSSES I`� I— i 2x N0.2 SYP PT BOTTOM PLATE. Q t OR CONVENTIONALLY FRAMED JOISTS. PRE-ENGINEERED FLOOR TRUSSES OR ` � CONVENTIONALLY FRAMED JOISTS. i DOUBLE 2x6 NO.2 SYP TOP PLATE 1 FASTENED W/2-ROWS 10d COMMON @ 16" O.C.STAGGERED(UNO). MIN 48"LAP W/(24) MIN DOUBLE 2x4 NO.2 SYP TOP PLATE 10d COMMON IN LAP. FASTENED W/2-ROWS 10d COMMON @ 16" O.C. STAGGERED(UNO). MIN 48"LAP W/(24) 10d COMMON IN LAP. 2x6 SPF NO.2 STUDS @ MAX 12"O.C.(UNO) 3 ATC @ 48"O.C.SEE FRAMING PLAN AND ATC INSTALLATION SPECIFICATION FOR REQUIREMENTS. ATC @ 48"O.C.SEE FRAMING PLAN AND ATC INSTALLATION SPECIFICATION FOR REQUIREMENTS. OSB TO STUDS ONE FACE ONLY AT DESIGNATED INTERIOR SHEARWALLS. SHEET NO.: a WALL SHEATHING PER GENERAL NOTES, S - 5 MIN 2x4 NO.2 SYP PT PROVIDE BOTTOM PLATE NUT&1-Yz" SHEET S-1 BOTTOM PLATE. ROUND WASHER PER ATC SPECIFICATIONS,SHEET STA, IN EXT DETAILS `Z WALLS&SHEARWALLS JOB NO.: WAGNER MIN 1 3/4"ANCHOR RESIDENCE EDGE DISTANCE FINISHEDSUBDIVISION: GRADE ) 2x6 NO.2 SYP PT BOTTOM PLATE. i LOT NO.: r7VWO-STORY LOAD BEARING WALL SECTION FLOOR PLAN: � S-5 DESIGNED: RE E D: AFL REVISIONS DATE I ,`,lti�yt114Si1l1!f)h11f„�� '' rpt w�wrwww. r• � p�h t 0” 791 3 y STATE OF ks pt P KA $� 11/14/2014 LAI 1