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RUEGER RESIDENCE 315 12TH STREETGENERAL NOTES AND DESIGN CRITERIA: CODES: THE PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE RESIDENTIAL 2007 (FBCR), ACI, AISC, NDS, APA AND ASCE-7 ALL DESIGN, CONSTUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES AND JURISDICTION OVER THE WORK INVOLVED. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS PROJECT ONLY. DETAILS SHALL GOVERN CONSTUCTION FOR THIE PROJECT UNLESS OTHERWISE NOTED WITHIN THESE PLANS. THE STRUCTUAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSBILE FOR THE CONSTRUCTION MEANS AND METHOD, TECHINIQUES, PROCEDURES OR SEQUENCES OR THE ACTS OF OMMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQURIRE DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS COMPLETE. ANY BRACING INDICATED OR CALLED FOR ON THESE DRAWINGS ARE DESIGNED FOR THE "FINAL" AND COMPLETED STRUCTURE ONLY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT PRIOR TO COMMENCEMENT OF THE PROJECT AND TO VERIFY ALL EQUIPMENT SPECIFIED WITHIN THESE PLANS WITH THE ACTUAL EQUIPMENT PURCHASED. IF DIFFERENT THAN INDICATED ON THESE DRAWINGS NOTIFY THE EOR. IF CONFLICTS OCCUR BETWEEN THESE DRAWINGS AND DRAWINGS OR SPECIFICATIONS PREPARED BY ARCHITECT, MECHANICAL, ELECTRICAL OR PLUMBING ENGINEERS CONTACT EOR FOR CLARIFICATION. ALL WINDOWS AND DOORS ASSEMBLIES ARE REQUIRED TO MEET OREXCEED THE DESIGN COMPONENT AND CLADDING WIND PRESSURES FORTHIS SPECIFIC PROJECT SITE AS INDICATED WITHIN THESE PLANS. FOUNDATION DESIGN WAS BASED ON GEOTECHNICAL REPORT PREPARED BY JACKSONVILLE ENGINEERING & TESTING COMPANY, INC. DATED MAY 26, 2009, PROJECT NUMBER 0941026. ALL REQUIREMENTS FOR THE SITE PREPARATION AND SOIL COMPACTION AS STATED IN FBC SHALL BE FOLLOWED UNLESS MORE STRINGENT CRITERIA IS FOUND WITHIN THESE DOCUMENTS OR THE GEOTECHNICAL REPORT. A DESIGN BEARING PRESSURE OF 2,000 PSF WAS USED FOR FOUNDATION SIZING. THE EOR SHALL BE NOTIFIED IF SITE CONDITIONS DIFFER FROM DESIGN ASSUMPTIONS SPECIFIED. DESIGN CRITERIA: BUILDING CODE: FBCR 2007WITH LATEST SUPPLEMENTS DESIGN LOADS: LIVE LOADS: ROOF: 20 PSF ATTICS WITH STORAGE: 30PSF ATTICS WITHOUT STORAGE: 10 PSF ELEVATED FLOORS: 40PSF DEFLECTION CRITERIA: L/480 (CARPET/WOOD) L/600 (TILE) EXTERIOR WALL DEFLECTION: L/240 (BRITTLE STUCCO SURFACE) DEAD LOADS: SUPERIMPOSED ROOF: TOP CHORD: 7 PSF (SHINGLES) 15 PSF (TILE) BOTTOM CHORD: 5 PSF DEAD LOADS: SUPERIMPOSED ROOF: TOP CHORD: 7 PSF (SHINGLES) 1.5 PSF (TILE) BOTTOM CHORD: 5 PSF DEFLECTION CRITERIA: L/240 (CARPET/WOOD) L/360 (TILE) WIND LOADING PER ASCE 7-05 BASIC WIND SPEED: 120 MPH BUILDING CATEGORY: II WIND IMPORTANCE FACTOR: 1.0 BUILDING EXPOSURE CATEGORY: C ENCLOSED STRUCTURE BUILDING TYPE: TYPE V CONSTRUCTON INTERNAL PRESSURE COEFFICIENT: +/- 0.18 BASIC WIND PRESSURES: qz = 28.4 PSF qh = 30.6 PSF MAXIMUM DESIGN PRESSURES (PSF) FOR COMPONENTS AND CLADDING FOR VERTICAL SURFACE: MAXIMUM DESIGN PRESSURES (PSF) AREA OF OPENING SIZE SF EDGE ZONES ("a" FT) DISTANCE FROM OUTSIDE EDGE OF STRUCTURE INTERIOR ZONE 0-20 (+)26.0 AND (-)34.7 (+)26.0 AND (-)28.0 21-50 (+)24.7 AND (-)32.3 (+)24.7 AND (-)27.0 51-100 UP TO AND INCLUDING (+)23.2 AND (-)29.3 (+)23.2 AND (-)25.4 100-200 UP TO AND INCLUDING (+)22.0 AND (-)27.0 (+)22.0 AND (-)24.2 115P THE PROPOSED STRUCTURE IS LOCATED WITHIN A WIND BORNE DEBRIS .AREA THEREFORE IMPACT RESIST GLASS OR SHUTTERS SHALL BE PROVIDED. CONCRETE MASONRY: GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI PER ASTMC1019. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8" TO 11 ", U.O.N. IN FBC PER EXPOSURE CATEGORY REQUIREMENTS. MORTAR SHALL CONFORM TO ASTM C270 TYPE M OR S, U.O.N. IN FBC PER EXPOSURE CATEGORY REQUIREMENTS. CONCRETE MASONRY UNITS SHALL BE ASTMC90-75, HOLLOW LOAD BEARING UNITS, TUYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH OF 1,900 PSI (F'M= 1500 PSI), U.O.N. IN FBC PER EXPOSURE CATEGORY REQUIREMENTS. CONTINUOUS REINFORCING STEEL SHALL BE LAP SPLICED WITH A MIN. LAP OF 48 TIMES THE BAR DIAMETER, WWF WIRE SPACING PLUS 6". ALL CELLS SHALL BE GROUTED WHERE VERTICAL REINFORCING 1S INDICATED ON THESE DRAWINGS. SEE ADDITIONAL CMU NOTES FOR MASONRY CONSTRUCTION AND INSPECTION GUIDELINES. CLAY MASONRY: ANCHORAGE OF BRICK VENEER SHALL BE WITH APPROVED TIES WITH SPACING NO MORE THAT 16" ON CENTERS VERTICAL AND HORIZONTAL. A MINI. OF NO. 9 GAGE STANDARD WIRE TIES SHALL BE USED. SHEET METAL TIES OF A MIN. OF 22 GAGE x 7/8" CONCRETE: ALL CONCRETE HAS BEEN DESIGNED USING ACI 318 "BUILDING CODE REQUIREMENTS FOR STANDARD CONCRETE", AND CONSTRUCTED IN ACCORDANCE WITH ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE". ALL CONCRETE SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI BASED ON ASTM C 172, C31 AND C3 9 UNLESS SITE :DICTATES THAT THE CONCRETE WILL BE EXPOSED TO ONE OF THE EXPOSURE CATEGORIES SPECIFIED IN CHAPTER 19, SECTION 1904 OF FBC2007 AND ACI318, SECTION 4.2.2. ADDITIONAL CONCRETE .REQUIREMENTS FOR STRUCTURES LOCATED WITHIN 1500 FT COASTAL CONSTRUCTION CONTROL LINE AND OTHER EXPOSURES AS LISTED IN CHAPTER 19, SECTIONS 1904, 1905 AND 1907 OF THE FBC2007 BUILDING CODE.. CEMENT SHALL CONFORM TO ASTM C150; AGGREGATE SHALL CONFORM TO ASTMC33 UNLESS ADDITIONAL REQUIREMENTS BASED ON EXPOSURE IN FBC2007 CHAPTER 19 STATE MORE STINGENT CRITERIA. JOBSITE HANDLING AND ERECTION AND TEMPORARY TRUSS BRACING DURING INSTALLATION OF TRUSSES SHALL BE CLEARLY LAB ELED AND COMPLY WITH TPUWTCA BCSI 1. ALL PRE -FABRICATED TRUSSES SHALL BE FASTENED TO THEIR SUPPORTING MEMBERS I.E. WALLS, BEAMS WITH MIN. UPLIFT CONNECTOR INDICATED IN THE UPLIFT CONNECTOR HARDWARE SCHEDULE. ALL GABLE END WALLS SHALL BE BALLOON FRAMED OR BRACED IN ACCORDANCE THE GABLE BRACING DETAILS INDICATED WITHIN THESE PLANS OR SPECIFICATIONS. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBCR EXCEPT AS NOTED WITHIN THESE PLANS. THE DOUBLE TOP PLATE SHALL PROVIDE A 4 FT. LAP AND SHALL BE FACE -NAILED W/ MIN. (8)12d SINKERS. ROOFING: THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF COVERING SYSTEM AND FLASHING AND VALLEY MATERIAL ASPHALT SHINGLES SHALL COMPLY WITH ASTMD3161 AND BE INSTALLED ACCORDING TO MANUFACTURER'S REQUIREMENTS. CLAY AND TILE SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL AND THE MANUFACTURER'S RECOMMENDATIONS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. SUB -FLOORING: SUBFLOORING AND UNDERLAYMENT SHALL BE A MIN. OF EXP. 1- 3/4" TONGUE AND GROOVE, GLUED AND NAILED APA RATED SHEATHING OR STURDI-I-FLOOR, PLYWOOD OR OSB. SPAN RATING NOT LESS THAN 24" ON CENTER SPACING FOR STURDI- I -FLOOR OR 48/24 FOR APA RATED SHEATHING. FLOOR SHEATHING SHALLB E NAILED TO AL.L WOOD SUPPORTS AND BLOCKING WITH 10d NAILS AT 6" ON CENTER SPACING ALONG PANEL EDGES AND 12" ON CENTER SPACING AT INTERMEDIATE SUPPORTS. ALL FRAMING CONNECTORS AND HARDWARE NOTED ON DRAWINGS SHALL BE WATERPROOFING: REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL WATERPROOFING AND NOTED ON THESE DRAWINGS. REINFORCING DETAILS SHALL CONFORM TO ACI 315. FLASHING. ALL REINFORCING STEEL SHALL BE HELD SECRUELY IN POSITION WITH STANDARD FASTENING SUBMTF,D TO MOIST OR COASTAL CONDITIONS SHALL BE HOT DIPPED GALV. ACCESSOSRIES IN CONFOMRANCE WITH CRSI MANUAL OF STANDARAD PRACTICE. TO ASTM 153-80 OR STAINLESS STEEL INCLUDING NAILS AND OR SCREWS. SLABS AND FOUNDATIONS SHALL BE PLACED ON CLEAN SAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D1557, FOR A DEPTH OF T-0" BELOW THE BOTTOM OF THE FOUNDATION. THE FOLLOWING MIN. CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCMENT UNLESS EXPOSURE REQUIREMENTS AS SPECIFIED IN THE FBC2007 CODE STATE A MORE STRINGENT REQUIREMENT: 3" CONCRETE CASE AGAINST AND PERMANTLY EXPOSED TO EARTH 2" CONCRETE EXPOSED TO EARTH OR WEATHER, #6 RE, BAR AND LARGER 1 %2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 REBAR AND SMALLER 1 ''/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER, OR IN CONTACT WITH EARTH: PRIMARY REINFORCEMENT, TIES, SPIRALS, STIRRUPS IN BEAMS AND COLUMNS 2" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER, CENTERED FOR SLABS ON GRADE ALL HOOKS IN REINFORCING BARS SHALL, BE AN ACI STANDARD HOOK, U.O.N. DOWELS FROM FOUNDATION OR SLABS TO WALLS SHALL MATCH VERTICAL WALL REINFORCING, U.O.N. DOWELS SHALL BE PLACED PRIOR TO CONCRETE PLACEMENT PROVIDE A 3/4" CHAMFER AT ALL EXPOSED CORNERS OR BEAMS, WALLS, ETC. U.O.N. AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. ANCHOR ADHESIVES SHALL BE EITHER "EPDXY-TIE SET" OR "ACRYLIC -TIE AT" BY SIMPOSN STRONG TIE AND INSTALLED ACCORDING TO MANUFACTURE'S RECOMMENDATIONS OR AS MANUFACTURED BY HILTI OR APPROVED EQUAL. STRUCTURAL STEEL: ALL WELDED WIRE FABRIC: ASTM A185 CHANNELS, ANGLES, PLATES AND OTHER IWC. STEEL ASTM A36 STRUCTURAL STEEL TUBING (HSS SECTIONS) ASTM A500 STRUCTURAL STEEL PIPING ASTM A53 OR S01 ALL BOLTS SHALL BE 3/4" DIAMETER A325N U.O.N. ANCHOR BOLTS SHALL BE MIN. 3/4" DIAMETER —.ASTM F1554 U.O.N. WELDED STUDS ASTM Al 08 DEFORMED BAR ANCHORS ASTM A706 WASHERS SHALL BE ASTM F436 GRADE 36 NUTS SHALL BE AATM A563 GRADE A HEX ALL STRUCTURAL. STEEL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC SPECIFICATIONS. MINIMUM SIZE OF FILLET W ELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECUTRAL, MECHICNAL OR STRUCTRA.I., DRAWINGS. ALL WELDS SHALL BEA MIN. OF 3/16" ALTERNATING 2-12 U.O.N. ALL WELDS SHALL BE MADE WITH E70XX ELECTORDES FOR STRUCTUAL STEEL. AND E60 SERIES ELECTORDS FOR STEEL JOIST. ALL WELDING IS TO BE DONE BE WLEDERS HOLDING CURRENT CERTIFICATES FROM A, RECONGZIED TESTING LAB. ALL: WELDS ARE TO BE PER A. W. S. D LI CODE. PRIME ALL STEEL SURFACES BOTH EXPOSED AND CONCELAED, ARE TO RECEIVE ONE SHOP COAT AND FILED SPOT PRIME (WELDS, SCARS, CONN, ETC.) ALL ANGLES, BARS, ANCHORS, ANCHOR BOLTS, ETC, EMBEDDED IN COCNRETE SHALL BE HOT DIPPED GALV. AFTER FABRICATION. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV. AFTER FABRICATION OR STAINLESS STEEL OR AS INDICATED ON THE CONTRACT DOCUMENTS. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO EOR FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL CAREFULLCHECK AND STAMP "APPROVED" BEFORE SUMBTITING TO THE EOR. NO SPLICES OR OTHER DETIALS ARE TO BE ADDED WITHOUT SUBMITTAL. EXPANSION ANCHORS: U.O.N. INSTALL AHNCORS PER MANUF. WRITTEN INSTRUCTIONS, INCLUDING MANUF. MIN. EMBEDMENTS AND EDGE DISTANCES. ALL ANCHORS WITH EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. HOLES REQUIED FOR BOLTED CONNECTIONS MAY BE DRILL OR PUNCHED. WOOD FRAMING: ALL WOOD MEMBERS EXPOSED TO EARH OR N CONTACT WITH COCNRETE MASONRY OR EARTH SHALL BE TREATED WITH A PRESERVATIVE SUITABLE FOR THE SITE EXPOSURE CONDITIONS. MIN. OF PRESSURE TREATED IS REQUIRED. IF ACQ TREATMENT IS PROVIDED ON THE MEMBERS THEN ALL NAILS AND SCREWS ARE REQUIRED TO BE HOT - DIPPED GALVANIZED AFTER FABRICATION MEETING ASTM A 153, CLASS C OR ASTM B695 PRE -FABRICATED WOOD TRUSSES SHALL COMPLY WITH NDS AND ANSFTIP 1-02 AND SHALL BE DESIGNED BY TIIE TRUSS MANUFACTURER'S ENGINEER ANI) SUBMITTED FOR APPROVAL WITH A REGISTERED ENGINEERI'S SEAL. DESIGN CRITERIA SHALL BE CLEARLY LABLED WITH RATED LOAD CAPACITY OF ALL TRUSS TO TRUSS CONNECTOR. REACTIONS, SIZES OF ALL MEMBERS, DEAL), LIVE AND WIND LOADINGS WITH SPECIFIED SPACING. ALL MANUFACTURED LUMBER SHALL BE PRESSURE TREATED TO A SERVICE LEVEL 3 TREATMENT FOR EXTERIOR CONDITIONS, U.O.N. SYP#2 SHALL BE USED FOR ALL HEADERS AND TOP PLATES AND ALL CONVENTIONALLY FRAMED MEMBERS. SYP#2 PRESSURE TREATED SHALL BE USED FOR ALL SILL PLATES, U.O.N. HEADER STUDS AND CRIPPLES SHALL B E NAILED AT 6"ON CENTER SPACING W/ 12d NAILS STAGGERED. A MIN. OF (1) CRIPPLE AND (1) KING STUD SHALL BE PROVIDED AT END OF EACH HEADER U.O.N. HEADERS EXCEEDING 48" PRIVDE SIMPSON SST-SPH4/6 OR SST-LSTA18 STRAPS FROM HEADER TO DOUBLE TOP PLATE AT 32" ON CENTER SPACING, '/2" DIAM. ANCHOR BOLT OR '/2"x7" EPDXY ANCHOR SHALL BE INSTALLED IF HEADER IS GREATER THAN 5'-0". ATTACHED HEADERS OR BEAMS TO POST WITH (2) SIMPSON CS20 FLAT STRAPS WITH (7)1Od x 1 '/2" NAILS TO HEADERS/BEAM AND (7) l Od x 1 '/2" NAILS TO POST U.O.N. ON PLANS. NOTCH HEADERS/BEAMS UNDER TOP PLATES AND BEAR ON JACK STUDS OR USE SIMPSON HUC410 HANGER WITH (8) 16d NAILS TO WALL, (8) 16d NAILS TO HEADER. ANCHOR POST TO FOUNDATIN WITH A MINIMUM OF SIMPSON ABU POST BASE WITH (1) 5/8" THREADED ROD SET 7" INTO THE FOUNDATION AND (12) 16d NAILS TO POST OR USE (1) SIMPSON HTT16 HOLD-DOWN WITH (1) 5/8" THREAD ROD SET 7" INTO FOUNDATION (18) 16d NAILS INTO POST U.O.N. ON PLANS. SEE STUD SCHEDULE FOR EXTERIORLOAD BEARING, SHEARWALLS AND NON -LOAD BEARING STUD SIZE AND SPACING U.O.N. ON PLANS. ENGINEERED LUMBER SHALL BE A MINIMUM OF 2.0E G -P LAM LVL AS MANUFACTURED BY GEORGIA PACIFIC WITH A MINIM OF THE FOLLOWING ALLOWABLE STRESSES: E = 2,000,000 PSI Fb = 2950 PSI Fv = 285 PSI Fc (perpendicular) = 750 PSI OR BOISE VERSA LAM 2.0 3100 SP MULIT-PLY ENGINEERED (LVL OR PARALLAM) BEAM CONNECTION SHALL BE AS FOLLOWS U.O.N, ON PLANS: (2)PLY 1 3/4" WIDTH BEAMS- (3)ROWS- .131 x 3 '/4" NAILS @ 12" O.C. SPACING (3)PLY 1 3W' WIDTH BEAMS- (3)ROWS- .l 31 x 3 '/4" NAILS @ 8" O.C. SPACING EA. SIDE (4)PLY 1 3/a" WIDTH BEAMS- (3)ROWS- SIMPSON'/4" x 6" SDS SCREWS @ 12" O.C. SPACING EA. SIDE THE TOP AND BOTTOM NAILS OR SCREWS SHALL BE PLACED 2" FROM TOP OR BOTTOM OF BEAM AND CENTER ROW OF FASTENERS TO BE PLACED IN THE MIDDLE OF THE BEAM iN L,IF.0 OF ALL THREADED RODS CONTRACTOR MAY SUBSTITUTE CONVENTIONAL STRAPPING OR IN AREAS INDICATED ON PLANS TO USE CONVENTIONAL STRAPPING: SIMPSON SPH4/6 W/ (10) I.Od NAILS EACH END FOR WALL STUD/TOP PLATE T CONNECTIONS A 32" ON CENTER SPACING U.O.N. SIMPSON SPH4/6 W/ (10) 10d NAILS FOR STUD AND (6)IOD NAILS TO SILL PLATE CONNECTIONS AT 16" ON CENTER SPACING U.O.N. SIMPSON MSTA36 STRAPPING W/ (26) 1 Od NAILS EA. END FOR LOAD BEARING STUDS TO FLOOR FRAMING BELOW CONNECTINS AT 32" ON CENTER SPACING U.O.N. EXTERIOR WALL AND INTERIOR SHEAR WALL SHEATHING: WALL SHEATHING SHALL BE MINIMUM OF EXP. 1 APA RATED SHEATHING OF APA STRUCTURAL 1-(5) PLY PLYWOOD: SPAN RATING NOTE LESS THAN 32/16. FASTEN SHEATHING WITH A MINIMUM OF 8d COMMON NAILS AT 6" ON CENTER SPACING AT THE SUPPORTED EDGES AND 6" ON CENTER SPACING AT INTERMEDIATE SUPPORTS. REDUCE PANEL EDGE NAILED AS INDICATED ON PLANS AND MIN. 3" ON CENTER SPACING AROUND OPENINGS AND 3" EDGE NAILING IN LOWER TOP PLATE ON ALL EXTERIOR WALLS. SHEAR. WALL AS INDICATED BY SW -1 ON THE PLANS SHALL BE NAILED WITH SAME NAILING PATTERN AS ABOVE WITH A MINIMUM OF (2) STUDS AT EACH END OF THE WALL SEGMENT INDICATED ON THE PLANS U.O.N. SW -3 INDICATES AN INCREASE IN THE NAILING PATTERN TO 3" ON CENTER SPACING AT THE SUPPORTED EDGES AND 6" ON CENTER AT INTERMEDIATE SUPPORTS WITH A MINIMUM OF (3) STUDS AT EACH END OF THE WALL SEGEMENT INDICATED ON PLANS U.O.N. ROOF SHEATHING AND DIAPHRAGM ATTACHMENT: USE A MINIMUM OF EXP. 1 APA RATED 5/8" THICK PLYWOOD SHEATHING WITH A SPAN RATING NOT LESS THAN 24/16. ALL PANELS SHALL BE CONTINUOUS OVER A MINIMUM OF 3 SUPPORTS. END JOINST SHALL, BE STAGGERED. PROVIDE MIN. 2X4 BLOCKING WITHIN 4' OF GABLE END WALLS. FASTEN TO SUPPORTS AND BLOCKING WITH A MINIMUM OF 8d RING SHANK NAILS _x 2 ',/z" LONG 6" ON CENTER SPACING AT PANEL EDGES AND 6 ON CENTER SPACING AT INTERMEDIATE SUPPORTS, REDUCE NAIL SPACING TO 3" ON CENTER AROUND ALL OPENINGS AND SPACING TO 3" ON CENTER AT PANEL. EDGES 4' FROM GBLE END WALLS. �. RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 w .n architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill 115P RUEGER RESIDENCE 3k<2th Street Atlantic Beach, Florida 32233 345� NEW RESIDENCE ISSUE no date description I FEB 4 0� PROGRE55 SET 2 5/15/09 PROGR55 SET 3 5/28/09 PERMIT 1550E REVISIONS no date description Scale: Project No.: 0804 Drawn by: RAW Checked by: GNiH Sheet Title GENERAL NOTES Sheet Number • PERMIT ISSUE SET 1I xI s-5.1 10"SQ. HB&G PERMACAST STRUCTURAL LOAD BEARING COL.. 10"SQ. HB&G PERMACAST TYP. 5-PL'S. STRUCTURAL NON -LOAD PROVIDE A 4"0 ALL THREAD A307 ROD BEARING COL. TYP.2-PL'S. THRU THE LVL. & EXTEND ROD MIN. 7" A3 INTO FDN. WALL or INSTALL SIMPSON HD5A S-5.1 PROVIDE A 1"0 ALL THREAD A307 ROD ® COL. BASE w/4 "O BOLT EXTEND MIN. 7" INTO THRU THE LVL. & EXTEND ROD MIN. 9" FDN. WALL. TYP.® LOAD BEARING HB&G COL. U.O.N. INTO FDN. WALL TYP. THIS COL. or INSTALL SIMPSON HDA8 @ COL. BASE w/ 2"0 BOLT 8" MIN. EMBED. 24,-6j" 7'-31" 15'--44" ALL HARDWARE, SCREWS & NAILS TO BE SIMPSON Z -MAX or STAINLESS STEEL SCq� nate, NFp FOOTING SCHEDULE MARK SIZE BOTTOM REINF. - -5" PROVIDE 5" HIGH PEDEST x2'-6" LONGx10"WIDE SEE DETAIL B2/S-6.1. VERIFY SIZE W/ ARCH. A4 S-5.1 - - - - - 22'-2j" A3 S-5.1 I INN - - - -- 2-#5 EACH WAY - 1 1 - 01 8"SQ. HB&G PERMACAST STRUCTURAL LOAD BEARING COL. TYP. 2-PL'S. PROVIDE A 4" 0 ALL THREAD A307 ROD THRU THE LVL. & EXTEND ROD MIN. 7" INTO FDN. WALL or INSTALL SIMPSON HD5A 0 COL. BASE w/4"O BOLT EXTEND MIN. 7" INTO FDN. WALL. TYP.® LOAD BEARING HB&G COL. U.O.N. PROVIDE 5" HIGH PEDESTAL 2-#5 EACH WAY * T®B REINF.® FTG'S. SHEARWALLS WHERE INDICATED F3.0 3' -0"x3' -0"x1'-0" 3-#5 EACH WAY * T®B REINF.® FTG'S. SHEARWALLS WHERE INDICATED x1'-9" LONGx10"WIDE 3' -6"x3' -6"x1'-0" 5-#4 EACH WAY * T®B REINF.® FIG'S. A4 SHEARWALLS WHERE INDICATED F2.Ox2.67 2'-0"x2'-8"x1'-0"xCONT. 3-#5 x 2'-2" LONG 1 1 SEE DETAIL CF2.0 2'-0"x1'-0"xCONT. 2-#5 CONT. 5-5.0 4' -0"x5' -0"x1'-0" C2 T®B REINF. 4" CONC. REINF. W/ LZ 6-#5 x 3'- 6 SHORT VERIFY SIZE W/ ARCH. RF3.Ox4.0 3' -0"x4' -0"x1'-0" 3-#5 x 4'-6LONG T®B REINF. 4-#5 x 3'- 6 SHORT WWF 6x6- �Se� 10 OR 00 Q, TYP.® EXT.LOAD1 o . FIBERME REINF. OVER BRG. WALLS cD 6 MIL. A'OR BARRIER Al 1 I V RIES OVE CLEAN COMPA D -KN M, PROVIDE PT.2x-PLATE T TED FILL. N s-5.1 i BOLTED TO TOP OF STEMWALL w/ 1 aXo I FIN.FLR. ELEv. RIES ( N Y"0 BOLTS ® 32"OC. EXTEND WALL I m 1 TO UNDERSIDE OF SUB -FLOOR. I I ISI C 1 4'-7j" 2'-11 4'-74" I8"SQ. HB&G PERMACAST � ILL STRUCTURAL NON -LOAD BEARING B3 00 1 8"x115" CMU IER C4 COL. TYP. 5-PL'S. PROVIDE (4)ROWS 2x6 SIM. S-5.1 w/2--#5 RT. 3.0* S- 0 3.0* PROVIDE PT.2x12 LEDGER w/3"$ O TITEN HD SCREWS BLOCKING ® 2x12 JOIST - - - �- - 16"OC.STAGGERED MIN. TYP. - - 4" - A2 I 8F1611T 1 B SIM. 1 PROVIDE PT.2x8 LEDGER s-6.1 I - F3.0 8" CONC.. SLB R&EIBNF. W/ w/(2)10d NAILS ®TOP PLATE & SA5.0 x� (1)8"� TITEN HD SCREW ®48"OC. 1 I I I I 54x54or�o" PSL COL. IIII 1 T/SLAB ELEV. FLUSH w/SUB-FLR. " MIN. 4 EMBED INTO CMU. TYP.® 1 I I I `" ( 0 4.0 w/SIMPSON FITT16 FROM o LVL.ABOVE. STRAP POST IIII 1 B3 HOOK REINF. INTO CMU BELOW. `o KITCHEN ONLY. I I IIII s-6'1 moo I 1 63 TO STEMWALL OR J I L_ TYP.® EXT.LOAD B4 I I I CONTRACTOR OPTION TO T BRG. WALLS s -5.o I I I -5.0 EXTEND ROD INTO FDN. N KITCHEN ONLY. I I I I FROM CONN. ABOVE - 8'-201 I I I I 1 1 I I TYP. 2.01111 ( DOWELS TO MATCH B2 B4 VERT. REINF. TYP. r%�loo 1 I I I I 1 s-5.0IIII _ s-6.1 8"CMU W/1-#5 VERT.® 48" OC. I A2 1 1 � 1 1 1 '2 1 I I I T(P.® INTMEDIATEIIII °O IN GROUT FILLED CELLS NP. "' 5-5.0 ® I 1 1 1 I F BEARING U.O.N. IIII10 7 EXTEND REINF. THRU TO CMU ABOVE CONC. SLAB. - 4" PLYWOOD SUB -FLOOR I I I I� 16"x16" C:MU PIERS IIII 1� `� FIN.FLR ELEV. = 0'-0" I 1 I I IL: 1n w/4-#5 VERT. TYP. IIII - cxl VERIFY FIN.FLR. ELEV. I I 11 6 -PLS. �/ - I w/ARCH. TYP. U.O.N. F3.5 i III I 3'- Al 0 TYP.® CMU C1 I I 1 '.0 Z ' " s-101 CORNERS 5 -8 S-5.0 I I I I 1 F2.o 0 llll ®� _ TYP.CORNER I 1 x C1 I I I 54x54" PSL COL. IIII I REINF. _ s-5.0 (3)PLY FROM H6 ABOVE I w/SIMPSON HTT16 FROM IIII - 00 x 00 1 PROVIDE LUS26 HANGERS ®FIRE 1 1 l w/(3)SIMPSON MSTAM36 LVL.ABOVE. IIII I a PLACE TYP. SEE DETAIL B2/S-5.1 F3.0 * I I 1 ��I I I� SEE SHEET S--1.6 IIII LEGEND FOR CONNECTION II FOR JAMB REINF. TYP. oo I POST COL. FROM I I 1 1 II RIDGE ABOVE. L- _ PROVIDE PT.2x_PLATE PROVIDE MIN.(2)PLY COL. l 1 I I RF4.Ox5.0 F2.0III1N \ - °° F3.5 * BOLTED TO TOP OF STEMWALL w 1,t " / BOLTS ®32 OC. EXTEND WALL UNDER EA.END OF H5 w HTT16 ® / 1 F3.0* C 1 I coTO 2 COL. AND EXTEND ROD TO STEMWALL I I �, 3 -fill UNDERSIDE OF SUB -FLOOR. FDN. 1 s-5.1lz - - - 8F8 T 1 B - DENOTES LINTEL TYPE I IF * t:)Io0 SEE DETAIL B3/S-5.1 -7 " 9' 9" F3.5* 111 ro 14'-11 " '-O" 4'-3 " j TYP. 4" CONC. SLAB REINF. W / B3 5 x5 PSL COL. 4 1 N 1 I S-5 FROM RIDGE ABOVE. LO WWF 6x6- NO. 10 OR - FIBERMESH REINF. OVERI I 6 MIL. VAPOR BARRIER I I F2.0 Illi o I z OVER CLEAN COMPACTED o 1 TREATED FILL. IF3.0 IIII o z 1 �� FIN.FLR. ELEV. -2'-6" z N _ co - 01 1 VERIFY FIN.FLR. ELEV. w/ARCH.1 I vollll `D 1 �� 54x5 14 L ® II A2 q2 COL. F OM F3.0 x IIII w it s -5.o ABO M IIII Co I FM 0 111 03 N U 0 m F2 A3 - 8"06" CMU PIER IIII 1 S-5.0 w/2-#5 VERT. 1 Co F3.0 xx A2 I -�",�- - 4" - SIM. 5-6.1 ,� - Al - RF3.Ox4.0 00 4" CONC. SLAB REINF. W/ V RIES C4 a r S-5.1 WWF 6x6- NO. 10 OR _ - s-5.0 FIBERMESH REINF. OVER w 6 MIL. VAPOR BARRIER I - L_ - J � � �5 � � OVER CLEAN COMPACTED CO F3.0 � - Vo ' TREATED FILL. Al Al - - FIN.FLR. ELEV. VARIES S-5.0 S-5.0 - 1 N F3.0 A2 1I xI s-5.1 10"SQ. HB&G PERMACAST STRUCTURAL LOAD BEARING COL.. 10"SQ. HB&G PERMACAST TYP. 5-PL'S. STRUCTURAL NON -LOAD PROVIDE A 4"0 ALL THREAD A307 ROD BEARING COL. TYP.2-PL'S. THRU THE LVL. & EXTEND ROD MIN. 7" A3 INTO FDN. WALL or INSTALL SIMPSON HD5A S-5.1 PROVIDE A 1"0 ALL THREAD A307 ROD ® COL. BASE w/4 "O BOLT EXTEND MIN. 7" INTO THRU THE LVL. & EXTEND ROD MIN. 9" FDN. WALL. TYP.® LOAD BEARING HB&G COL. U.O.N. INTO FDN. WALL TYP. THIS COL. or INSTALL SIMPSON HDA8 @ COL. BASE w/ 2"0 BOLT 8" MIN. EMBED. 24,-6j" 7'-31" 15'--44" ALL HARDWARE, SCREWS & NAILS TO BE SIMPSON Z -MAX or STAINLESS STEEL SCq� nate, NFp FOOTING SCHEDULE MARK SIZE BOTTOM REINF. REMARKS F2.0 2' -0"x2' -0"x1'-0" 2-#5 EACH WAY F2.5 2' -6"x2' -6"x1' -O" 2-#5 EACH WAY * T®B REINF.® FTG'S. SHEARWALLS WHERE INDICATED F3.0 3' -0"x3' -0"x1'-0" 3-#5 EACH WAY * T®B REINF.® FTG'S. SHEARWALLS WHERE INDICATED F3.5 3' -6"x3' -6"x1'-0" 5-#4 EACH WAY * T®B REINF.® FIG'S. SHEARWALLS WHERE INDICATED F2.Ox2.67 2'-0"x2'-8"x1'-0"xCONT. 3-#5 x 2'-2" LONG 2-#5 x 1'-6" SHORT CF2.0 2'-0"x1'-0"xCONT. 2-#5 CONT. RF4.Ox5.0 4' -0"x5' -0"x1'-0" 4-#5 x 4'-6LONG T®B REINF. 6-#5 x 3'- 6 SHORT RF3.Ox4.0 3' -0"x4' -0"x1'-0" 3-#5 x 4'-6LONG T®B REINF. 4-#5 x 3'- 6 SHORT RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Jahns Avenue Jacksonville, FL 32204 904.387.6710 w .rs-architectsxarn License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida 431 32233 NEW RESIDENCE ISSUE no. date description I FEB 4 05 PROGRE55 5ET 2 5/15/09 PROGRESS 5ET 3 5/2(5/09 PERMIT 155UE REVISIONS no date I description Scale: Project No.: 0804 FOUNDA TION & GROUND FL OOR FRAM/NG PLAN Drawn by: RAW Checked by: GMH SCALE: 114" = 1'-0" Sheet Title NOTES: FDN. & LOCATIONS & DIMS. 2. REFER O SHEET NO. SP 5.0 & S 5A1 L FOR FOOTING SECTIONS AND DETAILS GROUND FLR. 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FRAMING PLAN FBCR CHAPTER 4 4, THE FOUNDATION DESIGN WAS BASED ON GEOTECHNICAL REPORT PREPARED BY JACKSONVILLE ENGINEERING & TESTING COMPANY INC. DATED MAY 26, 2009 PROJECT NO. 09-J1026 Sheet Number 5. ASSUMED ALLOWABLE SOIL BEARING CAPACITY= 2,500 PSF 6. SEE SHEET S-1.6 FOR GROUND FLOOR FRAMING LAYOUT PLAN. 7. SEE SHEET S-1.1 FOR GENERAL NOTES & DESIGN CRITERIA. 8• ® 8" CMU WALL. SEE PLAN FOR REINF. 9. SEE SHEET S-5.1 FOR TYPICAL CMU WALL DETAILS. 10. CONTRACTOR TO PROVIDE SOLID BLOCKING UNDER ALL POST DOWN TO FOUNDATION OR STEMWALL. 11. CONTRACTOR TO PROVIDE A CONTINUOUS LOAD PATH TRANSFER SYSTEM DOWN TO FOUNDATION. 12. CONNECTORS INDICATED WITHIN THESE PLANS MAYBE SUBSTITUTED FOR AN EQUIVALENT UPLIFT FORCE. PERMIT ISSUE SET INDICATES 2"0 - THREADED ROD WHERE SHOWN. TYP.@ 1 -STORY EXTERIOR WALL U.O.N. EXTEND (2)2x -HEADER OVER TOP OF SIMPSON STRONG WALL & FASTEN w/SDS. SCREWS. SIMPSON SSW24x9 STEEL STRONG WALL w/(2)1 "0 A.B. & (12)4"x32" SDS SCREWS INTO SSW24x9 & HEADER FOLLOW MANUF'S. INSTRUCTIONS FOR INSTALLATION. SEE SHEET S-1.4 FOR ROOF - FRAMING OVER STORAGE ROOM. II (3)PT.BRACKETS II & BEAM SEE DETAIL B3/S-6.0 PROVIDE MIN.(3)PLY COL. II UNDER EA.END OF H6 11 w/(2) HTS20 STRAPS. II (2)2x8 SYP#2---L ____I I HEADER TYP .U.O.N. 1 I II II II �I. C PROVIDE MIN.(2)PLY COL.- UNDER OL.- UNDER EA.END OF H5 w/(2) HTS20 STRAPS. PROVIDE (4)ROWS OF 16" - DEEP I -JOISTS BLOCKING UNDER BATH ABOVE. SEE ARCH. DWG'S FOR LOCATION & HEIGHT ABOVE GRADE OF (2) LOUVERED VENT OPENINGS. FULL HEIGHT. SEE S1.4 FOR OVER - ROOF ® GARAGE IstFLOOR TIEDOWN/2nd FLOOR FRAM/NG PLAN SCALE: 114" = 1'-0" NOTES: 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW -3 SHEARWALLS TYP. U.O.N. ON PLANS. 2. SEE C3/S-5.0 FOR THREADED ROD DETAILS. 3. SEE GENERAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON PLANS. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 5. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON -LOAD BEARING ALL THREAD RODS MAYBE OMMITTED. 6. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A CONT. LOAD PATH TO THE FOUNDATION. 7. SEE SHEET S--1.7 FOR 2nd. FLOOR JOIST & 1st FLOOR CEILING JOIST LAYOUT PLAN, FRAMING LEGEND & BEAM SCHEDULE. 8. VERIFY SIZE AND PROFILE OF ALL RAFTER TAILS, OUTRIGGER AND RIDGE BEAM PROFILES W/ ARCH. DRAWINGS. FULL HEIGHT. (3)14"x118"LVL. SEE SHEET S-1.5 FOR SHEATHWALL FULL HEIGHT 2x6 RAFTERS @ 24"OC.MAX. w/2x6 CEILING JOISTS ® 24" OC. PROVIDE 2x4 COLLAR TIES UPPER 1/3 OF RAFTER NAILED w/MIN. (4).1310" NAILS. TYP. PROVIDE 3x3x4" BEARING R. w/16" HOLE ® EA.END OF (4)PLY BEARING ® HB&G COL. 8"SQ. HB&G PERMACAST STRUCTURAL LOAD BEARING COL, TYP. 2-PL'S. SEE NOTES ON S-1.2 FOR ANCHORAGE OF COL. TO FDN. 8"SQ. HB&G PERMACAST STRUCTURAL NON -LOAD BEARING COL. TYP. 5-PL'S. PROVIDE PT.2x8 LEDGER NAILED TO STUD WALL w/ (6)10d GUN NAILS ® 16"OC. (3)PLY BUILT UP COL. FROM RF8 ABOVE. PROVIDE SOLID BLOCKING UNDER POST TO FRAMING BELOW. TYP. POST AND COLUMNS. • FIREPLACE &- • JOIST BEARING ELEV. 6" CONC. SLAB SEE SECTION B3/S-6.1 FOR REINF. VERIFY ELEV. w/ARCH. 8"CMU W/ 1-#5 VERT.® 48" OC. IN GROUT FILLED CELLS TYP. SEE DETAILS B3 & B4/S-6.1 FOR INFO NOT CALLED OUT. TYP.® CMU CORNERS (3)PLY BUILT UP COL. FROM RF8 ABOVE. WI. FLR.JOISTS THIS AREA SEE SHEET S-1.7 FOR SIZE. 2 -RODS TYP. WHERE SHOWN. SW -3 DENOTES SHEARWALL SEE GENERAL NOTES S-1.1 FOR ADD'L NAILING PATTERN SHEARWALL FULL HEIGHT. PROVIDE (4)ROWS OF 16" DEEP I -JOISTS BLOCKING UNDER BATH ABOVE. BLOCKING PER A2/S-6.1 I I I I 10"SQ. HB&G PERMACAST STRUCTURAL NON -LOAD BEARING COL. TYP.2-PL'S.-71 14 x11 4 LVL. A4 (3)PLY BUILT UP COL. FROM RDG7 ABOVE S-6.2 w/(3)MSTA24 STRAPS TO RIM JOIST. PROVIDE UPSET HD5 w/4"0 ROD FROM RIDGE 7 D. 4"0 ROD ROD RUN THRU CENTER OF LVL. w/3x3x4" THK. R. UNDER H9. PROVIDE A SIMPSON BP.1 BEARING R. or A 32x32xa" R. FOR INSTALLATION OF 1"0 THREADED ROD 0 CENTER BEARING & PROVIDE 3x3x4"BEARING R. w/!fi" HOLE 0 TYP. LOAD BEARING POINTS U.O.N. 10"SQ. HB&G PERMACAST STRUCTURAL LOAD BEARING COL. TYP. 5-PL'S. SEE NOTES ON S-1.2 FOR ANCHORAGE OF COL. TO FDN. LEGEND THREADED ROD LOC'N. SPACED 32" OC. MAX. TYP @ EXT. WALLS & WHERE SHOWN ON PLAN U.O.N. - - - LINTEL SEE CONVENTIONAL FRAMING NOTES ON S-1.1 FOR ALL LOAD BEARING WALLS & SHEARWALLS WHERE THREADED RODS ARE NOT INDICATED. O SIMPSON HD5 MSTA-FLAT STRAPS SIMPSON HD7 XX MTS - TWIST STRAPS. Provide SPF#2 2x6 studs @ 16"o.c. for all Exterior load bearing walls & SPF#2 2x6 studs ® 16" oc. for int. load bearing walls, and shear walls typ. u.o.n. on Plans. SPF#2 2x4 @ 24"oc. for all non load bearing walls. See stud schedule for Balloon framed walls. ALL EXTERIOR WALLS ARE SW -3 SHEARWALLS U.O.N. SEE S-1.1 FOR NAILING PATTERN. PROVIDE (3)2X STUDS ® EA. END OF A SW -3 WALL SEGMENT. %9C ALL HARDWARE, SCREWS & NAILS TO BE SIMPSON Z -MAX or STAINLESS STEEL ROOF FRAMING NOTES 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 OR BT. SYP 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)H8 CLIPS, W/(5)10dx12" NAILS EA.END FOR SPANS UP TO 10'-0". U.O.N. ON PLANS 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)MTS12 TWIST STRAP W/(7)10dx11" NAILS EA.END FOR SPANS UP TO 20'-0". U.O.N. ON PLANS 4. FASTEN ALL RAFTERS ® RIDGES W/COLLAR TIES. FACE NAIL COLLAR TIES TO RAFTERS W/(6).131 x34" NAILS. 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLEYS W/(4).131 x34" TOE NAILS. 6. ALL RIDGES ,HIPS & VALLEYS SHALL BE (1)NOMINAL SIZE LARGER THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).131 x34" NAILS. 8. FASTEN RAFTERS & CEILING JOISTS TO TOP PLATES W/(4).131x34" TOENAILS U.O.N. 9. FASTEN ALL HIPS & VALLEYS TO PLATES W/(2)SIMPSON MTS12 TWIST STRAPS W/(7)10dx1 1 " NAILS EA.END OF STRAP U.O.N. ON PLANS. NOTES: SPF #2 = SPRUCE -PINE -FUR #2 SYP #2 = SOUTHERN YELLOW PINE #2 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER ,••.•..•q�Ke✓A o :1 Kc YQ fk. k ?.t .!, .'�.-,,. G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE �W<l2th Street Atlantic Beach, Florida 3144 32233 NEW RESIDENCE ISSUE no date WALL STUDS I FED 4 O PROGRE55 SET PLATE HEIGHT WALL STUDS SIZE SPECIES SPACING UP TO 12' 2x6 SPF #2 16" O.C. UP TO 14' 2x6 SYP #2 16" O.C. UP TO 16' 2x8 SPF #2 16" O.C. UP TO 18' 2x8 SYP #2 12" O.C. UP TO 20' 2x8 SYP #2 12" O.C. NOTES: SPF #2 = SPRUCE -PINE -FUR #2 SYP #2 = SOUTHERN YELLOW PINE #2 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER ,••.•..•q�Ke✓A o :1 Kc YQ fk. k ?.t .!, .'�.-,,. G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE �W<l2th Street Atlantic Beach, Florida 3144 32233 NEW RESIDENCE ISSUE no date description I FED 4 O PROGRE55 SET 2 5/15/09 PROGRE55 5ET 3 j 5/26/09 j PERMIT 155UE REVISIONS no.1 date I description Scale: Project No.: 0804 Drawn by: RAW Checked by: GMH Sheet Title 1 st FLR. TIE DOWN/2nd FLR FRAMING PLAN Sheet Number S�l 3 • PERMIT ISSUE SET SEE SHEET S-1.5 FOR ADDITIONAL - ROOF FRAMING FOR RAFTERS & INFO NOT SHOWN ON THIS SHEET TYP. 2 -RODS TYP:- WHERE YPEWHERE SHOWN. INDICATES 2"0 - THREADED ROD WHERE SHOWN. A4 S-6.0 FOR REQ'D GABLE C 1 BRACING ® 48 OC. A2 S-6.2 Illl CL17 SW -3 FOR REQ'D GABLE BRACING ® 48"OC. \ N \ - - - 0 0 w --- -1� I CL19 I \0 II II II �I o I 11 I II - II F w II n II 1 II II Id �w� Z 0 0] iiII II UZ� II II U U w I o wz> CL18 n� II II II .� I � I N I � I = �_- -- -- -- -- -- --_J C2 SEE CONVT'L. STRAPPING NOTES FOR FRAMING OVER BEAM BELOW. I I I I I I C1 I I J s -s.2 I Ills II n n I I III ( n II II n nl � I n II u u • i ii II II ii ii II II III II II II II II II II II I ADD CONT. 2x6 LATERALIlli ii II II ii ii II II II I BRACING ® 48 OC. MAX. TYP. ® ALL GABLE END n II Ir WALLS. FOR REQ'D GABLEC 1 I II II II II II II II II BRACING ® 48"OC. CL12 I CL13 II CL12 1:111 CL15 I U ii U II II II I I Al I • I n II I ii ii II II n II II I s -6.o II n n u • III II II II II II II II II II ULcu ===/d u ll II n u ° II n III II n u • RDII31IN DI$10 ' TYP.DORMER • i FRAMING. W C2 s-6.2 � -� PROVIDE (2)MSTA24 - - - =_ s T - - - =L - - FLAT STRAPS EA.END OF SW -3 WHERE WALL FRAMES OVER BEAM or HEADER BELOW. LJ (3)PT.BRACKETS & BEAM SEE DETAIL - - E31/S-6.2 PROVIDE PT.2x 10 LEDGER SIM. FOR WALL OF SHED ROOF. II SII LOW ROOF I - - - - - r_LJ I I SW -3 I SHEATHWALL PROVIDE 8x16" CMU BOND BEAM w/2-#5 EA.000RSE ® ELEV. 19'-2"t ABOVE SUB FLOOR. 8"CMU w S'4anjard hook llefuir-ed 1-#5 VE T.® 48" OC.'r r^ rnai tv l� e lr e V e r>F( c- u l s +eel -i( IN GROUT FILLED CELLS 'I r) 10ec? "S TYP. Al TYP.® CMU 5-101 CORNERS DENOTES CEILING JOIST DESIGNATION SEE SHEET S-1.8 FOR SIZE & REQ'D. NAILING TO RAFTERS TYP. SIM. FOR WALL OF SHED ROOF. I SW -3 DENOTES SHEARWALL SEE GENERAL NOTES S-1 FOR ADD'L NAILING PATTERN SHEARWALL FULL M HEIGHT, I FULL HEIGHT. I / 1111 I _ i III _ = i \ I(ID SEE SHEET S-1.3 FOR FRAMING THIS AREA. CE/L/NG JO/ST FRA)WING PLAN FOR REQ'D GABLE BRACING CSD 48"OC. SCALE. 114" - 1'-0" NOTES: 1. ALL EXTERIOR WALLS ARE DESIGNATE AS SW -3 SHEARWALLS TYP. U.O.N. ON PLANS. 2. SEE C3/S-5.0 FOR THREADED ROD DETAILS. 3. SEE GENERAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON PLANS. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 5. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON -LOAD BEARING ALL THREAD RODS MAYBE OMMITTED. 6. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL. THREAD RODS, THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A CONT. LOAD PATH TO THE FOUNDATION. 7. SEE SHEET S-1.8 FOR CEILING JOIST LAYOUT PLAN, FRAMING LEGEND & BEAM SCHEDULE. 8. SEE SHEET S-1.9 FOR COMBINED CEILING JOIST & ROOF FRAMING LAYOUT PLAN. 9. VERIFY SIZE AND PROFILE OF ALL RAFTER TAILS, OUTRIGGER AND RIDGE BEAMS W/ ARCH. DRAWINGS. LEGEND • THREADED ROD LOC'N. SPACED 32" OC. MAX. TYP ® EXT. WALLS & WHERE SHOWN ON PLAN U.O.N. - - - LINTEL SEE CONVENTIONAL FRAMING NOTES ON S-1.1 FOR ALL LOAD BEARING WALLS & SHEARWALLS WHERE THREADED RODS ARE NOT INDICATED. O SIMPSON HD5 // MSTA-FLAT STRAPS <> SIMPSON HD7 Xu MTS - TWIST STRAPS. Provide SPF#2 2x6 studs ® 16o.c. for all Exterior load bearing walls & SPF#2 2x6 studs ® 16" oc. for int. load bearing walls, and shear walls typ. u.o.n. on Plans. SPF#2 2x4 ® 24"oc. for all non load bearing walls. See stud schedule for Balloon framed walls. ALL HARDWARE, SCREWS & NAILS TO BE SIMPSON Z -MAX or STAINLESS STEEL ALL EXTERIOR WALLS ARE SW -3 SHEARWALLS U.O.N. SEE S-1.1 FOR NAILING PATTERN. PROVIDE (3)2X STUDS ® EA. END OF A SW -3 WALL SEGMENT. WHERE WALL FRAMES ON BEAM or TRUSS BELOW PROVIDE SPH4 TIES ® 32"O.C. & MSTA21 & HTS20 ® 32" O.C. MAX. ROOF FRAMING NOTES 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 OR BT. SYP 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)H8 CLIPS, W/(5)10dx12" NAILS EA.END FOR SPANS UP TO 10'-0". U.O.N. ON PLANS 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)MTS12 TWIST STRAP W/(7)10dx12" NAILS EA.END FOR SPANS UP TO 20'-0". U.O.N. ON PLANS 4. FASTEN ALL RAFTERS ® RIDGES W/COLLAR TIES. FACE NAIL COLLAR TIES TO RAFTERS W/(6).131x34" NAILS. 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLEYS W/(4).131 x34" TOE NAILS. 6. ALL RIDGES ,HIPS & VALLEYS SHALL BE (1)NOMINAL SIZE LARGER THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).131x34" NAILS. 8. FASTEN RAFTERS & CEILING JOISTS TO TOP PLATES W/(4).131 x34" TOENAILS U.O.I 9. FASTEN ALL HIPS & VALLEYS TO PLATES W/(2)SIMPSON MTS12 TWIST STRAPS W/(7)10dx12" NAILS EA.END OF STRAP U.O.N. ON PLANS. NOTES: SPF #2 = SPRUCE -PINE -FUR #2 SYP #2 = SOUTHERN YELLOW PINE #2 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida ?/5 32233 NEW RESIDENCE ISSUE no. date WALL STUDS I FEB 4 OS PROGRESS SET PLATE HEIGHT WALL STUDS SIZE SPECIES SPACING UP TO 12' 2x6 SPF #2 16" O.C. UP TO 14' 2x6 SYP #2 16" O.C. UP TO 16' 2x8 SPF #2 16" O.C. UP TO 18' 2x8 SYP #2 12" O.C. UP TO 20' 2x8 SYP #2 12" O.C. NOTES: SPF #2 = SPRUCE -PINE -FUR #2 SYP #2 = SOUTHERN YELLOW PINE #2 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida ?/5 32233 NEW RESIDENCE ISSUE no. date description I FEB 4 OS PROGRESS SET 2 5/ 15/09 PROGRESS SET 3 5/2(5/09 PERMIT 155UE REVISIONS no date I description Scale: Project No.: 0804 Drawn by: PAW Checked by: GMI-i Sheet Title CEILING JOIST FRAMING PLAN Sheet Number S-1 4 • PERMIT ISSUE SET PROVIDE (2)2x BUILT UP POST COLS UNDER 2x RIDGE & STRAP w/(1) MTS12 (or EQ.) TYP. EA.END OF POST N _ LLJ WALL STUDS a o X II O 0 (3)2x12 3 O N 0 WALL STUDS SIZE IRF8 • • I- N W J 00 CL L_ T •• • •• V) II X ? \7 H 3 M TO M N S o ® PROVIDE (2)2x BUILT UP POST COL CONV'L.ROOF NOTES DOWN TO (2)2x CEILING JOIST II o Z UNDER 2x RIDGE & STRAP w/(1) _t MTS12 (or EQ.) TYP. EA.END OF POST II X N � - INDICATES 20 I • THREADED ROD WHERE SHOWN. 2 -RODS TYP. 3 • WHERE SHOWN. A4 S-6.0 • • FOR GABLE C 1 BRACINGS-s.0 III (3)PT. BRACKETS ----,,PROVIDE PT.2x12 LEDGE RDG13 & BEAM SEE DETAIL NAILED TO STUD WALL w/ °O B3/S-6.0 (4)10d GUN NAILS ® 16"OC. z 00 C5 W d' Oz3 �r o 0 N V J ®oo V) o of (if UJ a? ofiCD of N OLn O X w N N ww w� V) F_ -- -1- • II I II I I I I LOW ROOF � I• 62 I I II j I • II I Z CD QC=�I ¢Qw 2x8 RAFTERS ® 24"OC. SEE SHEET S-1.9 FOR CONNECTION SEE SHEET S-1.3 FOR ,, TYP.LOW ROOF @ PORCH. B2 S-6.1 SEE SHEET S-1.3 FOR CEILING JOISTS & BEAMS ------ PORCH LOW ------ i'____= ____________________ BELOW @I ROOF. I { I III LOW ROOF III I III LOW ROOF III PROVIDE MIN.(2)2x BUILT III UP POST COL. IN WALL UNDER SIM. III FOR GABLE (2)2x8 RIDGE & STRAP w/(1) III BRACING MTS12 (or EQ.) TYP. EA.END. C2 III S-6.2 1 C1 PROVIDE MIN.(3)PLY BUILT III PROVIDE MIN.(3)PLY BUILT s -6.o UP COL. UNDER (2)PLY LVL. III UP COL. UNDER RF8 w/ BW - RIDGE w./HD5 & EXTEND ROD _III MGT & EXTEND ROD TO STEMWALL FDN. I I I THRU (3)PLY BELOW. TYP. ®RF8 SEE NOTES ON SHEET S-1.1 FOR CONVT'L. STRAPPING TOP/SILL PLATES TO STUDS. of Df m I I SEE CONVI L. STRAPPING NOTES FOR LEDGR3_� Co FRAMING OVER BEAM BELOW. I _J of I N Of I I o II z w m I I o cn of I I PROVIDE MIN ())PLY BUILT _ O � > I I PROVIDE MIN.SYP#2� -U_J O o - UP COL. UNDER VR2(2)PLY LVL. 44" POST COL. WALL STUDS I I w/MIN.(2)HTS20 STRAPS PROGRESS 5ET (3)2x12 HEIGHT WALL STUDS SIZE IRF8 • • I- • i' PROVIDE MIN.(2)PLY BUILT CL L_ T •• • •• SPF (3)2x6 16" \7 STRAPS; TYP FA FNS nF Pnl;T TO 14' SEE CONV'L.ROOF NOTES SYP #2 16 O.C. UP TO Ln • 2x8 FOR RAFTER RF66/(2)2x 16" O.C. UP TO 18' 2x8 SYP SEE NOTES ON SHEET S-1.1 FOR CONVT'L. 12" O.C. TOP R. CONNECTION TYP. 20' SEE SHEET S-1.9 LEGENT� SYP #2 12" O.C. III STRAPPING TOP/SILL PLATES TO STUDS. FOR 2 2x 2 ?x ()/()'- HANGER \, \ ROVIDE SYP#2 4x4 POST COL. SEE CONVT'L. STRAPPING NOTES FOR of TO RIDGE BEAM. �` UNDER (2)LVL. DOWN TO (3)LVL. FRAMING OVER BEAM BELOW. , HEADER BELOW & PROVIDE SIMPSON 0 RDG14 HD5 0 H12 w/4"0 ROD & PROVIDE 1 B3 HD5 ® H16 BELOW. S-6.1 PROVIDE CONT.8x8" U -BLOCK SEE SHEET S-1.9 LEGEND -------- _ CONT.0 CMU FOR (2)2x HANGER TO (2)2x8 RAFTER ALL. ARCH FOR RIDGE BEAM. A. SEE SHEET S-1.9 M • I RF32A 1LEGEND FOR HANGER TO RIDGE 8 64 N 8"CMU W/ 1-#5 VERT.® 48" OC. PROVIDE MIN.(2)PLY BUILT UP COL. UNDER (2)PLY LVL. s-6.1 • IN GROUT FILLED CELLS TMP ) SEE SHEET S-1.9 RIDGE/POSTRIDGE &SPOST/HEADER. �Q`L c, � LEGEND FOR RIDGE/ PROVIDE MIN.(2)PLY BUILT 2 p RIDGE HANGER Al UP COL. UNDER RF32A w/ / of • • TYP.@ CMU S-101 CORNERS (2)H8 CLIPS. `-PROVIDE MIN.(2) PROVIDE (8)SDS 4' / PROVIDE MIN.(3)PLY BUILT 5VR31PS EA.END SCREWS ® RIDGE 13 RO RF32A.\ III SEE SHEET S-1.9 LEGEND FOR UP COL. UNDER H12 w/(2) N = OF III RAFTER PLY RIDGETOTI (3)PLY HTS20 STRAPS EA.END OR HD5 TYP. AND EXTEND ROD THRU BEAM EA.END. IRF8 (3)2x10 RAFTER SEE NOTES ON SHEET S-1.1 FOR CONVT'L. STRAPPING TOP/SILL PLATES TO STUDS. of Df m I I SEE CONVI L. STRAPPING NOTES FOR LEDGR3_� Co FRAMING OVER BEAM BELOW. I _J of I N Of I I o II z w m I I o cn of I I PROVIDE MIN ())PLY BUILT III PROVIDE 54x54" PSL COL. III UNDER EA.END OF H13 & (3)2x6 SYP#2 PROVIDE SIMPSON HD7 0 BEAM & HEADER TYP .U.O.N. I J • EXTEND 1"0 ROD MIN. 9" INTO STEMWALL. • SEE SHEET S-1.9 PROVIDE SYP#2 4x4" POST COL. LEGEND FOR TYP. FROM (2)PLY LVL TO H13 HEADER "2 RF39/(2)x LVL HANGER BELOW w/SIMPSON HD7 &EXTEND THE z I 1 1"0 ROD THRU BEAM BELOW. RDG? 2TVA C1 FOR GABLE s -6.o BRACING I I PROVIDE MIN.SYP#2 4x4" POST COL UNDER RDG12 w/SIMPSON HD7 & EXTEND ROD THRU BEAM BELOW. SEE SHEET S-1.4 FOR ADDITIONAL - ROOF FRAMING FOR CEILING JOIST INFO NOT SHOWN ON THIS SHEET TYP. LEDGR 1 • rn rn w • of a' SEE SHEET S-1.9 III LEGEND FOR TYP. (2)2x/RF39/(2) RDG10 HANGER RDG1 • V) AI ll\ PROVIDE MIN.(2)PLY STUDS UNDER RF39 & PROVIDE (2)HTS20 CLIPS ® RF39/(2)2x TOP R. TYP. JL o a ry SEE SECTION C2/S-6.2 FOR TYP.DORMER FRAMING OF SW -3 WHERE WALL FRAMES OVER BEAM or HEADER BELOW. \r8��Vt. SEE SHEET S-1.9 ' LEGEND FOR RIDGE/VR2 HANGER, J PROVIDE MIN.(2)PLY BUILT UP COL. 0 BEARING w/ (2)HTS20 STRAPS C1 s-6.0 FOR GABLE BRACING SEE SHEET S-1.9 LEGEND FOR (3)2x/ (2)PLY LVL C2 II HANGER. co O � SIM. PROVIDE SIMPSON HD7 A4 @ RIDGE 7 & 9 & EXTEND III ROD MINS" INTO FDN. III �- PROVIDE MIN. 54x54" PSL COL. UNDER RIDGE 7/8 SEE SHEET S-1.9 LEGEND FOR RIDGE BM9/RIDGE BM 12 HANGER. SEE FRAMING SCHEDULE FOR II HANGER. SEE SHEET S-1.9 LEGEND FOR VR1/RIDGE 12 LVL. o HANGER. o' 2x6 RAFTERS ® 24"OC.MAX. PROVIDE 2x12 BLOCKING BETWEEN RAFTERS & SIMPSON A35 CLIPS RIDGE/BLOCKING. PROVIDE MIN.(2)PLY STUDS UNDER RF9 & PROVIDE (2)HTS20 RF9 - CLIPS 0 RF9/(2)2x TOP R. TYP. \ III MIG4 \ RF9 h `-SEE NOTES ON SHEET S-1.1 FOR CONVT'L. STRAPPING OF RF9 RAFTER TO (2)2x TOP t TYP. A4 s - s.2 PROVIDE MIN.(3)PLY BUILT S :6-2 UP COL. UNDER (3)PLY LVL. RIDGE w/SIMPSON HD5 CSD RIDGE 7 AND EXTEND ROD THRU BEAM BELOW. LEGEND THREADED ROD LOC'N. SPACED @ 32" OC. MAX. TYP ® EXT. WALLS & WHERE SHOWN ON PLAN U.O.N. - - - LINTEL SEE CONVENTIONAL FRAMING NOTES ON S-1.1 FOR ALL LOAD BEARING WALLS & SHEARWALLS WHERE THREADED RODS ARE NOT INDICATED. O SIMPSON HD5 MSTA-FLAT STRAPS SIMPSON HD7 X X MTS - TWIST STRAPS. Provide SPF#2 2x6 studs ® 16"o.c. for all Exterior load bearing walls & SPF#2 2x6 studs ® 16" oc. for int. load bearing walls, and shear walls typ. u.o.n. on Plans. SPF#2 2x4 ® 24"oc. for all non load bearing walls. See stud schedule for Balloon framed walls. ALL EXTERIOR WALLS ARE SW -3 SHEARWALLS U.O.N. SEE S-1.1 FOR NAILING PATTERN. PROVIDE (3)2X STUDS ® EA. END OF A SW -3 WALL SEGMENT. ALL HARDWARE, SCREWS & NAILS TO BE SIMPSON Z -MAX or STAINLESS STEEL ROOF FRAMING NOTES 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 OR BT. SYP 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)H8 CLIPS, W/(5)10dx12" NAILS EA.END FOR SPANS UP TO 10'-0". U.O.N. ON PLANS 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)MTS12 TWIST STRAP W/(7)10dx12" NAILS EA.END FOR SPANS UP TO 20'-0". U.O.N. ON PLANS 4. FASTEN ALL RAFTERS ® RIDGES W/COLLAR TIES. FACE NAIL COLLAR TIES TO RAFTERS W/(6).131 x34" NAILS. 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLEYS W/(4).131 x34" TOE NAILS. 6. ALL RIDGES ,HIPS & VALLEYS SHALL BE (1)NOMINAL SIZE LARGER THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).131 x34" NAILS. 8. FASTEN RAFTERS & CEILING JOISTS TO TOP PLATES W/(4).131 x34" TOENAILS U.O.N. 9. FASTEN ALL HIPS & VALLEYS TO PLATES W/(2)SIMPSON MTS12 TWIST STRAPS W/(7)10dx12" NAILS EA.END OF STRAP U.O.N. ON PLANS. no. O � > I I PROVIDE MIN.SYP#2� -U_J O o - UP COL. UNDER VR2(2)PLY LVL. 44" POST COL. WALL STUDS I I w/MIN.(2)HTS20 STRAPS PROGRESS 5ET II HEIGHT WALL STUDS SIZE SPECIES SPACING I- • i' PROVIDE MIN.(2)PLY BUILT 12' CL L_ T • N UP COL. UNDER VR2(2)PLY LVL. • TO H13 HEADER w/(2)HTS20 SPF #2 16" O.C. STRAPS; TYP FA FNS nF Pnl;T III PROVIDE 54x54" PSL COL. III UNDER EA.END OF H13 & (3)2x6 SYP#2 PROVIDE SIMPSON HD7 0 BEAM & HEADER TYP .U.O.N. I J • EXTEND 1"0 ROD MIN. 9" INTO STEMWALL. • SEE SHEET S-1.9 PROVIDE SYP#2 4x4" POST COL. LEGEND FOR TYP. FROM (2)PLY LVL TO H13 HEADER "2 RF39/(2)x LVL HANGER BELOW w/SIMPSON HD7 &EXTEND THE z I 1 1"0 ROD THRU BEAM BELOW. RDG? 2TVA C1 FOR GABLE s -6.o BRACING I I PROVIDE MIN.SYP#2 4x4" POST COL UNDER RDG12 w/SIMPSON HD7 & EXTEND ROD THRU BEAM BELOW. SEE SHEET S-1.4 FOR ADDITIONAL - ROOF FRAMING FOR CEILING JOIST INFO NOT SHOWN ON THIS SHEET TYP. LEDGR 1 • rn rn w • of a' SEE SHEET S-1.9 III LEGEND FOR TYP. (2)2x/RF39/(2) RDG10 HANGER RDG1 • V) AI ll\ PROVIDE MIN.(2)PLY STUDS UNDER RF39 & PROVIDE (2)HTS20 CLIPS ® RF39/(2)2x TOP R. TYP. JL o a ry SEE SECTION C2/S-6.2 FOR TYP.DORMER FRAMING OF SW -3 WHERE WALL FRAMES OVER BEAM or HEADER BELOW. \r8��Vt. SEE SHEET S-1.9 ' LEGEND FOR RIDGE/VR2 HANGER, J PROVIDE MIN.(2)PLY BUILT UP COL. 0 BEARING w/ (2)HTS20 STRAPS C1 s-6.0 FOR GABLE BRACING SEE SHEET S-1.9 LEGEND FOR (3)2x/ (2)PLY LVL C2 II HANGER. co O � SIM. PROVIDE SIMPSON HD7 A4 @ RIDGE 7 & 9 & EXTEND III ROD MINS" INTO FDN. III �- PROVIDE MIN. 54x54" PSL COL. UNDER RIDGE 7/8 SEE SHEET S-1.9 LEGEND FOR RIDGE BM9/RIDGE BM 12 HANGER. SEE FRAMING SCHEDULE FOR II HANGER. SEE SHEET S-1.9 LEGEND FOR VR1/RIDGE 12 LVL. o HANGER. o' 2x6 RAFTERS ® 24"OC.MAX. PROVIDE 2x12 BLOCKING BETWEEN RAFTERS & SIMPSON A35 CLIPS RIDGE/BLOCKING. PROVIDE MIN.(2)PLY STUDS UNDER RF9 & PROVIDE (2)HTS20 RF9 - CLIPS 0 RF9/(2)2x TOP R. TYP. \ III MIG4 \ RF9 h `-SEE NOTES ON SHEET S-1.1 FOR CONVT'L. STRAPPING OF RF9 RAFTER TO (2)2x TOP t TYP. A4 s - s.2 PROVIDE MIN.(3)PLY BUILT S :6-2 UP COL. UNDER (3)PLY LVL. RIDGE w/SIMPSON HD5 CSD RIDGE 7 AND EXTEND ROD THRU BEAM BELOW. LEGEND THREADED ROD LOC'N. SPACED @ 32" OC. MAX. TYP ® EXT. WALLS & WHERE SHOWN ON PLAN U.O.N. - - - LINTEL SEE CONVENTIONAL FRAMING NOTES ON S-1.1 FOR ALL LOAD BEARING WALLS & SHEARWALLS WHERE THREADED RODS ARE NOT INDICATED. O SIMPSON HD5 MSTA-FLAT STRAPS SIMPSON HD7 X X MTS - TWIST STRAPS. Provide SPF#2 2x6 studs ® 16"o.c. for all Exterior load bearing walls & SPF#2 2x6 studs ® 16" oc. for int. load bearing walls, and shear walls typ. u.o.n. on Plans. SPF#2 2x4 ® 24"oc. for all non load bearing walls. See stud schedule for Balloon framed walls. ALL EXTERIOR WALLS ARE SW -3 SHEARWALLS U.O.N. SEE S-1.1 FOR NAILING PATTERN. PROVIDE (3)2X STUDS ® EA. END OF A SW -3 WALL SEGMENT. ALL HARDWARE, SCREWS & NAILS TO BE SIMPSON Z -MAX or STAINLESS STEEL ROOF FRAMING NOTES 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 OR BT. SYP 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)H8 CLIPS, W/(5)10dx12" NAILS EA.END FOR SPANS UP TO 10'-0". U.O.N. ON PLANS 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)MTS12 TWIST STRAP W/(7)10dx12" NAILS EA.END FOR SPANS UP TO 20'-0". U.O.N. ON PLANS 4. FASTEN ALL RAFTERS ® RIDGES W/COLLAR TIES. FACE NAIL COLLAR TIES TO RAFTERS W/(6).131 x34" NAILS. 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLEYS W/(4).131 x34" TOE NAILS. 6. ALL RIDGES ,HIPS & VALLEYS SHALL BE (1)NOMINAL SIZE LARGER THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).131 x34" NAILS. 8. FASTEN RAFTERS & CEILING JOISTS TO TOP PLATES W/(4).131 x34" TOENAILS U.O.N. 9. FASTEN ALL HIPS & VALLEYS TO PLATES W/(2)SIMPSON MTS12 TWIST STRAPS W/(7)10dx12" NAILS EA.END OF STRAP U.O.N. ON PLANS. NOTES: SPF #2 = SPRUCE -PINE -FUR #2 SYP #2 = SOUTHERN YELLOW PINE #2 2nd FL OOR TIE DOWN - ROOF FRAM/NG PLAN SCALE. 1 /4" = 1 '-0" NOTES: 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW -3 SHEARWALLS TYP. U.O.N. ON PLANS. 2. SEE C3/S-5.0 FOR THREADED ROD DETAILS. 3. SEE GENERAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON PLANS. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 5. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON -LOAD BEARING ALL THREAD RODS MAYBE OMMITTED. 6. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A CONT. LOAD PATH TO THE FOUNDATION. 7. SEE SHEET S-1.9 FOR ROOF LAYOUT PLAN, FRAMING LEGEND & BEAM SCHEDULE. 8. SEE SHEET S-1.10 FOR COMBINED CEILING JOIST & ROOF FRAMING LAYOUT PLAN. 9. VERIFY SIZE AND PROFILES OR RAFTER TAILS, OUTRIGGER AND RIDGE BEAMS W/ ARCH. DRAWINGS. RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 w .n,architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida 3r 32233 NEW RESIDENCE ISSUE no. date WALL STUDS I FEB 4 OS PROGRESS 5ET PLATE HEIGHT WALL STUDS SIZE SPECIES SPACING UP TO 12' 2x6 SPF #2 16" O.C. UP TO 14' 2x6 SYP #2 16 O.C. UP TO 16' 2x8 SPF #2 16" O.C. UP TO 18' 2x8 SYP #2 12" O.C. UP TO 20' 2x8 SYP #2 12" O.C. NOTES: SPF #2 = SPRUCE -PINE -FUR #2 SYP #2 = SOUTHERN YELLOW PINE #2 2nd FL OOR TIE DOWN - ROOF FRAM/NG PLAN SCALE. 1 /4" = 1 '-0" NOTES: 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW -3 SHEARWALLS TYP. U.O.N. ON PLANS. 2. SEE C3/S-5.0 FOR THREADED ROD DETAILS. 3. SEE GENERAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON PLANS. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 5. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON -LOAD BEARING ALL THREAD RODS MAYBE OMMITTED. 6. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A CONT. LOAD PATH TO THE FOUNDATION. 7. SEE SHEET S-1.9 FOR ROOF LAYOUT PLAN, FRAMING LEGEND & BEAM SCHEDULE. 8. SEE SHEET S-1.10 FOR COMBINED CEILING JOIST & ROOF FRAMING LAYOUT PLAN. 9. VERIFY SIZE AND PROFILES OR RAFTER TAILS, OUTRIGGER AND RIDGE BEAMS W/ ARCH. DRAWINGS. RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 w .n,architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida 3r 32233 NEW RESIDENCE ISSUE no. date description I FEB 4 OS PROGRESS 5ET 2 5/15/09 PROGRE55 5ET 3 5/25/09 PERMIT 155UE REVISIONS nol date I description Scale: Project No.: 0604 Drawn by: RAW Checked by: GMH Sheet Title 2nd FLR. TIE DOWN/ROOF FRAMING PLAN Sheet Number S-1 5 • PERMIT ISSUE SET 2x8 RIM JOIST - TYP AT EXTERIOR OFF GRADE GROUND FRAM/NG LA POUT PLAN SCALE. 114"=I' -O" OatsNN RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.r architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street MINIMUM NAILING FOR ALL Atlantic Beach, Florida DECK AND PORCH BEAMS 32233 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES z • A NEW RESIDENCE d ISSUE CT -0 ° no. date description ff,° 0 0 ° 5 c1� I FEB 4 05 PROGRESS SET 2 5/15/09 PROGRESS SET a minimum = 2' c = 7-7/8' b minimum = 3' d - 7-12' a minimum = 2' c = 7-1/4' 3 5/28/09 PERMIT ISSUE b minimum = 3' d = 12' Connectors arel 16d Common Nails Connectors arel 16d Common Nails d ° e ° ° 14 a minimum = 2' c = 13' a minimum = 2' c = 14' REVISIONS b minimum = 3' d = 12' b minimum = 3' d = 12' a minimum = 3' no date description Connectors ares 16d Common Nails Connectors are: 16d Common Nails Nailing schedule applies to both sides of the member, 0 r0 O 0 ° c 15 o-1 ° 1--S ° a minimum = 2' c = 12' a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' b minimum = 3' d = 12' Bolts are assumed to be Grade A307 or Grade 2 or Connectors are: 16d Common Nails Connectors are: 1/2 in, Staggered Through Bolt Scale: Project No.: 0804 Drawn by: RAW Checked by: GMH Sheet Title GROUND FLR. FRAMING LAYOUT PLAN Sheet Number S-1.6 PERMIT ISSUE SET OFFGRADE FLOOR AND LOWER DECKS FRAMING LEGEND LABEL MEMBER SIZE HANGERS ATTACHING TO PLATE CLIP F1 -F4 2x8 #2 PT SYP 16'0C BEAM/PLATE 4-10d 0.131 GUN NAILS F5 2x12 #2 PT SYP 16'❑C PLATE 4-10d 0.131 GUN NAILS F6 2x8 #2 PT SYP 16'❑C LUS26 PLATE 4-10d 0.131 GUN NAILS LDGR8 2x8 #2 PT SYP BLOCK WALL PER SPECS RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.r architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street MINIMUM NAILING FOR ALL Atlantic Beach, Florida DECK AND PORCH BEAMS 32233 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES z • A NEW RESIDENCE d ISSUE CT -0 ° no. date description ff,° 0 0 ° 5 c1� I FEB 4 05 PROGRESS SET 2 5/15/09 PROGRESS SET a minimum = 2' c = 7-7/8' b minimum = 3' d - 7-12' a minimum = 2' c = 7-1/4' 3 5/28/09 PERMIT ISSUE b minimum = 3' d = 12' Connectors arel 16d Common Nails Connectors arel 16d Common Nails d ° e ° ° 14 a minimum = 2' c = 13' a minimum = 2' c = 14' REVISIONS b minimum = 3' d = 12' b minimum = 3' d = 12' a minimum = 3' no date description Connectors ares 16d Common Nails Connectors are: 16d Common Nails Nailing schedule applies to both sides of the member, 0 r0 O 0 ° c 15 o-1 ° 1--S ° a minimum = 2' c = 12' a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' b minimum = 3' d = 12' Bolts are assumed to be Grade A307 or Grade 2 or Connectors are: 16d Common Nails Connectors are: 1/2 in, Staggered Through Bolt Scale: Project No.: 0804 Drawn by: RAW Checked by: GMH Sheet Title GROUND FLR. FRAMING LAYOUT PLAN Sheet Number S-1.6 PERMIT ISSUE SET SCHEDULE FOR BEAMS LABEL SIZE FASTENING HANGER LABEL MIN BEARING ' H1 3 -PLY 2x8 #2 PT SYP A 1,5 / 1.5 / 1.5 H2 3 -PLY 2x8 #2 PT SYP A 1.5 / 4.25 / 1.5 H3 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 / 1.5 H4 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 H5 2 -PLY 1,75X16' 2.0 LVL 11 3.5 / 3.5 H6 2 -PLY 1.75X16' 2.0 LVL 11 3.5 / 3.5 H7 4 -PLY 2x12 #2 SYP A 1.5 / 1,5 H8 2 -PLY 2x12 #2 SYP A HUC412 3.5 / 3.5 H9 3 -PLY 1,75X1125' 2.0 LVL 13 3.5 / 5.5 / 3.5 H10 3 -PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 H11 3 -PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 H12 2 -PLY 1,75X11.875' 2.0 LVL 5 3,5 / 3.5 H13 2 -PLY 1,75X11,875' 2.0 LVL 5 3.5 / 3,5 H14 2 -PLY 2x12 #2 SYP A 3.5 / 3.5 RD67 3 -PLY 1,75x18' 2,0 LVL 8 3,5 / 3.5 RD68 2 -PLY 1.75x18' 2.0 LVL 14 3.5 / 3.5 RD69 2 -PLY 1,75X11,875' 2,0 LVL 5 THAI422/THAI422 3,5 / 3.5 / 3,5 RDG12 2 -PLY 1,75x18' 2,0 LVL 14 THAI422 3.5 / 5.5 RD613 2 -PLY 1.75X11.875' 2,0 LVL 5 3.5 / 3,5 / SDS RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.r architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street MINIMUM NAILING FOR ALL Atlantic Beach, Florida DECK AND PORCH BEAMS 32233 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES z • A NEW RESIDENCE d ISSUE CT -0 ° no. date description ff,° 0 0 ° 5 c1� I FEB 4 05 PROGRESS SET 2 5/15/09 PROGRESS SET a minimum = 2' c = 7-7/8' b minimum = 3' d - 7-12' a minimum = 2' c = 7-1/4' 3 5/28/09 PERMIT ISSUE b minimum = 3' d = 12' Connectors arel 16d Common Nails Connectors arel 16d Common Nails d ° e ° ° 14 a minimum = 2' c = 13' a minimum = 2' c = 14' REVISIONS b minimum = 3' d = 12' b minimum = 3' d = 12' a minimum = 3' no date description Connectors ares 16d Common Nails Connectors are: 16d Common Nails Nailing schedule applies to both sides of the member, 0 r0 O 0 ° c 15 o-1 ° 1--S ° a minimum = 2' c = 12' a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' b minimum = 3' d = 12' Bolts are assumed to be Grade A307 or Grade 2 or Connectors are: 16d Common Nails Connectors are: 1/2 in, Staggered Through Bolt Scale: Project No.: 0804 Drawn by: RAW Checked by: GMH Sheet Title GROUND FLR. FRAMING LAYOUT PLAN Sheet Number S-1.6 PERMIT ISSUE SET I■ 1-1/8"x16" RIM JOIST TYP AT EXTERIOR-� 1 -JOIST - BLOCKING CL21 FT1 ITM56/16 ITS2, 6%�' [FT2 - ITS2,56/16 _ - - ITS2.56/16 - ITSE.56/16 ITS2.56/16 - FT3 ITS2� FT4 _ ITS2,56/16 ITS2,56/16 11 S3.56/16� - - 1153,56/16 - - - - ITS3,55/16 - ITS3,56/�16 ITS3,36/16 'A ITS3,56/16 FTS - - IT13,56/16 - IT:53,56 16 ITS3,36/16 CT:i3.36/16 - - - - - - IT1366/' 16 f ITS3,56/16 LDGR7 \\-1-1/8"xl6" RIM JOIST TYP AT EXTERIOR H1 H7 II II II II II II II I! II II II II II II 11 !I N II I! II (U J V N II II II II fl II II Il li II II II II II i! II II II II N N CU 'ON JN .. aA IL- -- i-.,._8 LM K G FT6 - _ ITS2,37/16 - = - FT12 = ITS2,37/15 ITS2,37/16 FT14 FT7 FT15 ITS2,37/16 _ FT13 ITS2,37/16 FT$ - - ` ITS2,37/16 ITS2,37/16 FT9 FT11 _ - - - ITS2,37/16 FT6 HUC412 H9 2nd FLOOR JO/ST FRAMING LA YOUT PLAN SCALE: 114'1=1)-0f) N B I HUC412 LDGR6 I HUC412 1 o, SCS "Date: MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES 1'-0" " � A ...dr ° 5 a minimum = 2' c = 7-7/8' b Minimum = 3' d = 12' Connectors ares 16d Common Nails ° e $ a Minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are, 16d Common Nails Nailing schedule applies to both sides of the member. 11 ° a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors ares 16d Common Nails ° 13 a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors ares 16d Common Nails ° 14 a minimum = 2' c = 14' b minimum = 3' d = 12' Connectors aret 16d Common Nails CT 15 0 a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher, Connectors are, 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architemcom License #AA26001539 Consultants STRUCTURAL ENGINEER x_r � w a. a■ ■ . w 0. G. M, Hili Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill �A zktoj Seal RUEGER RESIDENCE .P" 2th Street Atlantic Beach, Florida 3 2233 NEW RESIDENCE ISSUE no SCHEDULE FOR 2ND FLOOR AND CEILING FRAMING LEGEND PROGRE55 SET LABEL LABEL PROGRE55 SET MEMBER SIZE HANGERS ATTACHING TO PLATE CLIP FTl 16' GP XJ85s 24'OC / 15- WALL 4-10d 0.131 GUN NAILS FT2 16' GP WI -60 24'OC ITS2,56/16 WALL/LDGR7 A 1.5 FT3 16' GP WI -60 24'OC ITS2,56/16 FT19/LDGR7 1.5 / 1.5 FT4 16' GP WI -60 ITS2.56/16 BEAM/FT2 3.5 H6 2 -PLY FT5 16' GP XJ85s 16"OC ITS3.56/16 WALL/LDGR7 4 -PLY 2x12 #2 SYP A FT6 16"GP 1,5 / XJ85s 16'OC 2 -PLY WALL/WALL 4-10d 0,131 GUN NAILS FT7 16' GP WI -60 24'OC ITS2,56/16 FT15/WALL 4-10d 0.131 GUN NAILS FT8 16' GP WI -60 24'❑C ITS2,56/16 FT11/WALL 4-10d 0,131 GUN NAILS FT9 16' GP WI -60 24'OC ITS2.56/16 FT11/WALL 4-10d 0,131 GUN NAILS F10 NOT USED 3.5 H13 2 -PLY 1.75X11.875' 2.0 LVL 5 FT11 16' GP WI -60 2 -PLY ITS2,56/16 FT10/WALL 4-10d 0,131 GUN NAILS FT12 16' GP WI -80 8 WALL/WALL 4-10d 0.131 GUN NAILS FT13 16' GP WI -60 ITS2.56/16 FT15/WALL 4-10d 0,131 GUN NAILS FT14 16' GP WI -60 / 3.5 ITS2.56/16 FT15/WALL 4-10d 0,131 GUN NAILS FT15 16' GP WI -60 2 -PLY ITS2,56/16 FT8/FT12 35 / 3,5 LDGR6 2x6 #2 SYP WALL LDGR7 1,75X 16' 2.0 LVL WALL CL20 2x6 #2 SYP LUS26 LDGR6/BEAM CL21 2x6 #2 SYP WALL/WALL 4-10d 0,131 GUN NAILS MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES 1'-0" " � A ...dr ° 5 a minimum = 2' c = 7-7/8' b Minimum = 3' d = 12' Connectors ares 16d Common Nails ° e $ a Minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are, 16d Common Nails Nailing schedule applies to both sides of the member. 11 ° a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors ares 16d Common Nails ° 13 a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors ares 16d Common Nails ° 14 a minimum = 2' c = 14' b minimum = 3' d = 12' Connectors aret 16d Common Nails CT 15 0 a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher, Connectors are, 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architemcom License #AA26001539 Consultants STRUCTURAL ENGINEER x_r � w a. a■ ■ . w 0. G. M, Hili Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill �A zktoj Seal RUEGER RESIDENCE .P" 2th Street Atlantic Beach, Florida 3 2233 NEW RESIDENCE ISSUE no SCHEDULE FOR BEAMS PEB 4 0 PROGRE55 SET 2 LABEL PROGRE55 SET SIZE FASTENING HANGER LABEL MIN BEARING " H1 3 -PLY 2x8 #2 PT SYP A 1,5 / 1,5 / 15- H2 3 -PLY 2x8 #2 PT SYP A 1.5 / 4.25 / 1.5 H3 3 -PLY 2x8 #2 PT SYP A 1.5 / 1,5 / 1.5-- H4 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 H5 2 -PLY 1.75X16' 2,0 LVL 11 3.5 / 3.5 H6 2 -PLY 1,75X16' 2.0 LVL it 3,5 / 3.5 H7 4 -PLY 2x12 #2 SYP A 1,5 / 1,5 HS 2 -PLY 2x12 #2 SYP A HUC412 3.5 / 3.5 H9 3 -PLY 1.75X11.25' 2,0 LVL 13 3.5 / 5,5 / 3,5 H10 3 -PLY 2x10 #2 SYP A HUC412 3,0 / 3.0 H11 3 -PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 H12 2 -PLY 1,75X11,875" 2.0 LVL 5 3.5 / 3.5 H13 2 -PLY 1.75X11.875' 2.0 LVL 5 3.5 / 3.5 H14 2 -PLY 2x12 #2 SYP A 3.5 / 3,5 RDG7 3 -PLY 1,75x18' 2,0 LVL 8 3.5 / 3.5 RDG8 2 -PLY 1,75x18' 2.0 LVL 14 3.5 / 3,5 RDG9 2 -PLY 1,75X11,875" 2.0 LVL 5 THAI422/THAI422 3,5 / 3,5 / 3.5 RDG12 2 -PLY 1,75x18' 2,0 LVL 14 THAI422 3,5 / 5,5 RDG13 2 -PLY 1,75X11,875" 2.0 LVLJ__.. 35 / 3,5 / SDS MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES 1'-0" " � A ...dr ° 5 a minimum = 2' c = 7-7/8' b Minimum = 3' d = 12' Connectors ares 16d Common Nails ° e $ a Minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are, 16d Common Nails Nailing schedule applies to both sides of the member. 11 ° a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors ares 16d Common Nails ° 13 a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors ares 16d Common Nails ° 14 a minimum = 2' c = 14' b minimum = 3' d = 12' Connectors aret 16d Common Nails CT 15 0 a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher, Connectors are, 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs-architemcom License #AA26001539 Consultants STRUCTURAL ENGINEER x_r � w a. a■ ■ . w 0. G. M, Hili Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill �A zktoj Seal RUEGER RESIDENCE .P" 2th Street Atlantic Beach, Florida 3 2233 NEW RESIDENCE ISSUE no date description I PEB 4 0 PROGRE55 SET 2 5/15/09 PROGRE55 SET 3 5/28/09 I PERMIT i55UE REVISIONS nol date description Scale: Project No.: 0,504 Drawn by: RAW Checked by: GMH Sheet Title 2nd FLR. FRAMING LAYOUT PLAN Sheet Number S�l • 7 PERMIT ISSUE SET CEILING JOISTFRAMING LA YOUT,PLAN SCALE. 114"=l' -O" HUC412 sC LIP MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES v 1 -O� J01 d CT 0 5 J a minimum = 2' c = 7-7/8' b minimum = 3' d = 12' Connectors are: 16d Common Nails 3A OF o o o e 0 0 8 a minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are: 16d Common Nails Nailing schedule applies to both sides of the member. d O �O O a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors are: 16d Common Nails cf-o a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are: 16d Common Nails 0 14 a minimum = 2' c = 14' b minimum = 3' d = 12' Connectors are; 16d Common Na' ►�Am ��150 A a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.n architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 321 12th Street Atlantic Beach, Florida 32233 NEW RESIDENCE ISSUE no. SCHEDULE FOR 2ND CEILING FRAMING LEGEND FEB 4 0j LABEL 2 MEMBER SIZE HANGERS ATTACHING TO PLATE C CL1 2x6 #2 SYP WALL/WALL 4-10d 0,131 GUN NAILS / 1.5 CL2 2x8 #2 SYP LUS26/LUS26 LDGR2/RDG3 1.5 CL3 2x10 #2 SYP LUS26/LUS26 H12/RDG3 CL4 2x10 #2 SYP 3 -PLY RAFTER/RAFTER 8-10d 0.131 GUN NAILS A CL5 2x10 #2 SYP SUL26 VR2/RAFTER 8-10d 0,131 GUN NAILS 1.75X16' 2.0 LVL CL6 2x10 #2 SYP LUS26 H13/RAFTER 8-10d 0.131 GUN NAILS 2 -PLY CL7 2x10 #2 SYP 3.5 / WALL/RAFTER 8-10d 0,131 GUN NAILS H7 CL8 2x8 #2 SYP VR1/WALL 4-10d 0.131 GUN NAILS 1.5 CL9 2x8 #2 SYP SUR26 VR1/RAFTER 8-10d 0.131 GUN NAILS 3.5 / CL10 2x8 #2 SYP 13 RAFTER/RAFTER 8-10d 0,131 GUN NAILS 3.5 CL11 2x8 #2 SYP LUS26 RDG5/RAFTER 8-10d 0,131 GUN NAILS HUC412 CL12 2x8 #2 SYP 3 -PLY RAFTER/RAFTER 8-10d 0.131 GUN NAILS A CL13 2x8 #2 SYP LUS26 RDG10/RAFTER 8-10d 0,131 GUN NAILS 1,75X11,875' 2,0 LVL CL14 2x8 #2 SYP LUS26/SUR26 RDG10/VR2 2 -PLY CL15 2x8 #2 SYP 3.5 / WALL/RAFTER 8-10d 0,131 GUN NAILS H14 CL16 2x8 #2 SYP WALL/RAFTER 8-10d 0.131 GUN NAILS 3.5 CL17 2x8 #2 SYP RAFTER/RAFTER 8-10d 0.131 GUN NAILS 3.5 / CL18 2x8 #2 SYP 14 RAFTER/RAFTER 8-10d 0.131 GUN NAILS CL19 2x8 #2 SYP LUS26 CL3/RAFTER 8-10d 0,131 GUN NAILS THAI422/THAI422 LDGR2 12x10 #2 SYP 2 -PLY IWALL 4-10d 0.131 GUN NAILS 16'❑C 14 MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES v 1 -O� J01 d CT 0 5 J a minimum = 2' c = 7-7/8' b minimum = 3' d = 12' Connectors are: 16d Common Nails 3A OF o o o e 0 0 8 a minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are: 16d Common Nails Nailing schedule applies to both sides of the member. d O �O O a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors are: 16d Common Nails cf-o a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are: 16d Common Nails 0 14 a minimum = 2' c = 14' b minimum = 3' d = 12' Connectors are; 16d Common Na' ►�Am ��150 A a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.n architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 321 12th Street Atlantic Beach, Florida 32233 NEW RESIDENCE ISSUE no. SCHEDULE FOR BEAMS FEB 4 0j PROGRESS SET 2 LABEL PROGRESS SET SIZE FASTENING HANGER LABEL MIN BEARING ' Hl 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 / 1,5 H2 3 -PLY 2x8 #2 PT SYP A 1.5 / 4.25 / 1.5 H3 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 / 1.5 H4 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 H5 2 -PLY 1.75X16' 2.0 LVL 11 3,5 / 3.5 H6 2 -PLY 1.75X16' 2.0 LVL 11 3.5 / 3,5 H7 4 -PLY 2x12 #2 SYP A 1,5 / 1.5 H8 2 -PLY 2x12 #2 SYP A HUC412 3.5 / 3.5 H9 3 -PLY 1.75X11.25' 2.0 LVL 13 3.5 / 5.5 / 3.5 H10 3 -PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 1-111 3 -PLY 2x10 #2 SYP A HUC412 3,0 / 3.0 Hit 2 -PLY 1,75X11,875' 2,0 LVL 5 3,5 / 3.5 H13 2 -PLY 1.75X11,875' 2,0 LVL 5 3.5 / 3.5 H14 2 -PLY 2x12 #2 SYP A 3.5 / 3.5 RD67 3 -PLY 1.75x18' 2,0 LVL 8 3.5 / 3.5 RDG8 2 -PLY 1,75x18' 2,0 LVL 14 3.5 / 3.5 RDG9 2 -PLY 1.75X11,875' 2.0 LVL 5 THAI422/THAI422 3.5 / 3.5 / 3,5 RDG12 2 -PLY 1,75x18' 2,0 LVL 14 THAI422 3,5 / 5.5 RDG13 2 -PLY 1.75X11.875' 2,0 LVL 5 3.5 / 3.5 / SDS MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES v 1 -O� J01 d CT 0 5 J a minimum = 2' c = 7-7/8' b minimum = 3' d = 12' Connectors are: 16d Common Nails 3A OF o o o e 0 0 8 a minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are: 16d Common Nails Nailing schedule applies to both sides of the member. d O �O O a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors are: 16d Common Nails cf-o a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are: 16d Common Nails 0 14 a minimum = 2' c = 14' b minimum = 3' d = 12' Connectors are; 16d Common Na' ►�Am ��150 A a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.n architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 321 12th Street Atlantic Beach, Florida 32233 NEW RESIDENCE ISSUE no. date description I FEB 4 0j PROGRESS SET 2 5/ 15/09 PROGRESS SET 3 5/28/09 PERMIT 155UE REVISIONS no. date description Scale: Project No.: 0604 Drawn by: RAW Checked by: GMH Sheet Title CEILING JOIST FRAMING LAYOUT PLAN Sheet Number S-1.8 PERMIT ISSUE SET RDG12 LDGR1 RDG15 1-4 L7 ry ROOFFRAM/NG LA POUT PLAN SCALE: 114$J=1) -0J) DGR5 RF4 RF8 RDG6 MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES -le 1, -on n c O rG G .1 . 5 ---( ) a Minimum = 2' c = 7-7/8' b minimum = 3' d = 12' Connectors are, 16d Common Nails o no. SCHEDULE 2ND ROOF FRAMING LEGEND LABEL MEMBER SIZE 2 HANGERS ATTACHING TO PLATE CLIP RF1 2x8 #2 PT SYP 3 -PLY LSSU210 BEAM/LEDGER RF2 2x6 #2 SYP / 1.5 H2 3 -PLY RDG1/H14 6-10d 0.131 GUN NAILS A RF3 2x6 #2 SYP / 4,25 / 1.5 RDG2/SUB 6-10d 0.131 GUN NAILS 3 -PLY RF4-RF5 2x10 #2 SYP RDG7,8/WALL 6-10d 0,131 GUN NAILS RF6 2x8 #2 SYP H4 RDG3/WALL 6-10d 0.131 GUN NAILS RF7 2x8 #2 SYP RDG3/RDG8 6-10d 0,131 GUN NAILS RF8 3 -PLY 2x10 #2 SYP HUS26-3X SLD8 RDG8/WALL 6-10d 0,131 GUN NAILS RF9 2 -PLY 2x10 #2 SYP LSSU210-2 RDG7/WALL 6-10d 0,131 GUN NAILS RF10-RF11 2x6 #2 SYP H6 RDG4/WALL 6-10d 0,131 GUN NAILS RF12 2x8 #2 SYP RDG5/RF9 6-10d 0,131 GUN NAILS RF13 2x8 #2 SYP H7 RDG5/RDG7 6-10d 0,131 GUN NAILS RF14 2x8 #2 SYP VR1/RDG7 6-10d 0,131 GUN NAILS RF15-RF16 2x6 #2 SYP H8 VR1/RDG7 6-10d 0,131 GUN NAILS RF19 2x6 #2 SYP HUC412 RDG9/RDG7,8 6-10d 0.131 GUN NAILS RF20-RF21 2x6 #2 SYP H9 RDG9/VR2 6-10d 0.131 GUN NAILS RF22 2x8 #2 SYP RDG9/VR2 6-10d 0,131 GUN NAILS RF23 2 -PLY 2x10 #2 SYP RDG9/VR2 6-10d 0,131 GUN NAILS RF24 2 -PLY 2x12 #2 SYP RDG9/VR2 6-10d 0.131 GUN NAILS RF25 2 -PLY 2x12 #2 SYP RDG9/WALL 6-10d 0,131 GUN NAILS RF26-RF29 2x6 #2 SYP 2x10 #2 SYP RDG9/VR2 6-10d 0.131 GUN NAILS RF32A 2 -PLY 2x8 #2 SYP LSSU210-2 RDG8/WALL 6-10d 0,131 GUN NAILS RF32-RF35 2x6 #2 SYP H12 RDG8/WALL 6-10d 0,131 GUN NAILS RF36-RF37 2x6 #2 SYP 5 RDG6/NAILER 6-10d 0,131 GUN NAILS RF38 2x10 #2 SYP 3,5 / RDG12/WALL 6-10d 0.131 GUN NAILS RF39 2 -PLY 2x10 #2 SYP LSSU210-2 RDG12/WALL 6-10d 0,131 GUN NAILS RF40 2x6 #2 SYP RDG12/RDG10 6-10d 0.131 GUN NAILS RF41-RF44 2x6 #2 SYP 3,5 RDG12/VR1 6-10d 0,131 GUN NAILS RF45-RF46 2x6 #2 SYP 2x12 #2 SYP RDG11/WALL 6-10d 0,131 GUN NAILS RF48-RF49 2x8 #2 SYP RD612/WALL 6-10d 0,131 GUN NAILS RF50-RF51 2x8 #2 SYP RD67 RDG12/VR2 6-10d 0.131 GUN NAILS RF52-RF59 2x6 #2 SYP 8 RDG12/VR2 6-10d 0,131 GUN NAILS RF60-RF62 2x8 #2 SYP 3.5 / RDG13/WALL 6-10d 0,131 GUN NAILS RF63-RF65 2x6 #2 SYP 2 -PLY RDG13/VR3 6-10d 0,131 GUN NAILS RF66 2 -PLY 2x8 #2 SYP LSSU210-2 RDG13/WALL 6-10d 0,131 GUN NAILS RF67-RF68 2x6 #2 SYP 3.5 RDG14/WALL 6-10d 0.131 GUN NAILS RF69 2x6 #2 SYP 1,75X11,875' 2.0 LVL RDG13/RDG14 6-10d 0,131 GUN NAILS RF70-RF71 2x10 #2 SYP 3.5 LDGR3,4/WALL 6-10d 0.131 GUN NAILS RF72 2x8 #2 SYP RDG12 LDGR5/H7 6-10d 0.131 GUN NAILS RF73-RF74 2x6 #2 SYP 14 RDG15/WALL 6-10d 0.131 GUN NAILS RF75 2x6 #2 SYP 3,5 / LDGR5/NAILER 6-10d 0,131 GUN NAILS VR1 2 -PLY 2x12 #2 SYP LSSU410 RDG12/WALL 6-10d 0.131 GUN NAILS VR2 2 -PLY 1,75x11,875' LVL LSSU410 RDG9/WALL 6-10d 0,131 GUN NAILS VR3 2x10 #2 SYP / 3,5 RDG9/H12 6-10d 0.131 GUN NAILS RDG1 2x8 #2 SYP RF2/WALL 6-10d 0.131 GUN NAILS RDG2 2x8 #2 SYP RF3/WALL 6-10d 0,131 GUN NAILS RDG3 3 -PLY 2x12 #2 SYP HUCQ210-3-SDS RF8 RDG4 2x8 #2 SYP RDG5/WALL 6-10d 0,131 GUN NAILS RDG5 2 -PLY 2x12 #2 SYP LUS28-2 RF9 RDG6 2x8 #2 SYP BLOCKING/WALL 6-10d 0,131 GUN NAILS RDG7 3 -PLY 1,75x18' LVL POST/POST RDG8 2 -PLY 1.75x18' LVL POST/POST RDG9 2 -PLY 1,75x14' LVL THAI422 POST RD610 2 -PLY 2x10 #2 SYP LUS28-2 RF39 RDG11 2x8 #2 SYP RDG10/WALL 6-10d 0,131 GUN NAILS RDG12 2 -PLY 1,75x16' LVL THAI422 POST/POST RDG13 2 -PLY 1.75x16' LVL P❑ST/P❑ST/RF32A RDG14 2 -PLY 2x8 #2 SYP LU 26-2 POST RDG15 2x12 #2 SYP WALL/WALL LDGR1 2x10 PT #2 SYP WALL 4-10d 0,131 GUN NAILS 16'❑C LDGR3 2x12 #2 SYP WALL 4-10d 0.131 GUN NAILS 16"❑C LDGR4 2x12 #2 SYP WALL 4-10d 0.131 GUN NAILS 16'OC LDGR5 2x12 #2 SYP WALL 4-10d 0.131 GUN NATI S i r.•nc O O O e�o 8 e a minimum = 2' c = 13' b minimum = 3' d = 12' a minimum = 3' Connectors are, 16d Common Nails Nailing schedule applies to both sides of the member, O CTO O a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors are+ 16d Common Nails CT � o � 0 13 a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are, 16d Common Nails a minimum = 2' c = 14' b minimum = 3' d = 12' a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Botts are assumed to be Grade A307 or Grade 2 or higher, Connectors are, 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rsarchitecLs.com License #AA26001539 Consultants STRUCTURAL ENGINEER GMHILL G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida I 32233 NEW RESIDENCE ISSUE no. SCHEDULE FOR BEAMS FEB 4 OE PROGRESS SET 2 LABEL PROGRESS SET SIZE FASTENING HANGER LABEL MIN BEARING " H1 3 -PLY 2x8 #2 PT SYP A 1.5 / 1,5 / 1.5 H2 3 -PLY 2x8 #2 PT SYP A 1.5 / 4,25 / 1.5 H3 3 -PLY 2x8 #2 PT SYP A 1,5 / 1.5 / 1,5 H4 3 -PLY 2x8 #2 PT SYP A 1,5 / 1.5 H5 2 -PLY 1.75X16' 2,0 LVL 11 3.5 / 3.5 H6 2 -PLY 1.75X16' 2.0 LVL 11 3.5 / 3,5 H7 4 -PLY 2x12 #2 SYP A 1.5 / 1.5 H8 2 -PLY 2x12 #2 SYP A HUC412 3.5 / 3.5 H9 3 -PLY 1.75X11.25' 2,0 LVL 13 3.5 / 5.5 / 3,5 H10 3 -PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 H11 3 -PLY 2x10 #2 SYP A HUC412 3,0 / 3,0 H12 2 -PLY 1.75X11.875' 2,0 LVL 5 3,5 / 3,5 H13 2 -PLY 1,75X11,875' 2,0 LVL 5 3.5 / 3,5 H14 2 -PLY 2x12 #2 SYP A 3,5 / 3.5 RD67 3 -PLY 1.75x18' 2,0 LVL 8 3.5 / 3,5 RDG8 2 -PLY 1.75x18' 2,0 LVL 14 3,5 / 3.5 RDG9 2 -PLY 1,75X11,875' 2.0 LVL 5 THAI422/THAI422 3.5 / 3.5 / 3.5 RDG12 2 -PLY 1.75x18' 2,0 LVL 14 THAI422 3,5 / 5,5 RDG13 2 -PLY 1,75X11.875' 2,0 LVL 5 3.5 / 3,5 / SDS a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Botts are assumed to be Grade A307 or Grade 2 or higher, Connectors are, 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rsarchitecLs.com License #AA26001539 Consultants STRUCTURAL ENGINEER GMHILL G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida I 32233 NEW RESIDENCE ISSUE no. date description I FEB 4 OE PROGRESS SET 2 5/15/09 PROGRESS SET 3 5/28/09 1 PERMIT ISSUE REVISIONS no.1 date Idescription Scale: Project No.: 0604 Drawn by: RAW Checked by: GMM Sheet Title :OOF FRAMIN( LAYOUT PLAN Sheet Number S-1.9 PERMIT ISSUE SET RD612 Lr) L3 Q 10� RDG1 CEILING JO/ST & ROOF FRAM/NG LA POUT .ALAN SCALE: 114"=l' -O" DG4 RF4 RDG6 MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2 -PLY FROM BOTH SIDES 3 -PLY FROM BOTH SIDES !lll�l d � a 5 a minimum = 2' c = 7-7/8' b minimum = 3' d = 12' no. SCHEDULE 2ND ROOF FRAMING LEGEND d � a 5 a minimum = 2' c = 7-7/8' b minimum = 3' d = 12' Connectors are, 16d Common Nails d a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are, 16d Common Nails c o CT 0 a minimum = 2' c = 13' a minimum = 2' c = 14' b minimum = 3' d = 12' a minimum = 3' b minimum = 3' d = 12' Connectors are, 16d Common Nails Connectors are, 16d Common Nails Nalling schedule applies to both sides of the member, o ro 0 a a a c-61 15 CT a a-+. 1 1 0� a a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors are, 16d Common Nails no. SCHEDULE 2ND ROOF FRAMING LEGEND LABEL MEMBER SIZE HANGERS ATTACHING TO PLATE CLIP RF1 2x8 #2 PT SYP LSSU210 BEAM/LEDGER RF2 2x6 #2 SYP 3 -PLY RDG1/H14 6-10d 0,131 GUN NAILS RF3 2x6 #2 SYP 1,5 RDG2/SUB 6-10d 0,131 GUN NAILS RF4-RF5 2x10 #2 SYP 3 -PLY RDG7,8/WALL 6-10d 0,131 GUN NAILS RF6 2x8 #2 SYP 1.5 RDG3/WALL 6-10d 0,131 GUN NAILS RF7 2x8 #2 SYP 3 -PLY RDG3/RDG8 6-10d 0,131 GUN NAILS RF8 3 -PLY 2x10 #2 SYP HUS26-3X SLD8 RDG8/WALL 6-10d 0,131 GUN NAILS RF9 2 -PLY 2x10 #2 SYP LSSU210-2 RDG7/WALL 6-10d 0,131 GUN NAILS RF10-RF11 2x6 #2 SYP RDG4/WALL 6-10d 0,131 GUN NAILS RF12 2x8 #2 SYP 2 -PLY RDG5/RF9 6-10d 0.131 GUN NAILS RF13 2x8 #2 SYP RDG5/RDG7 6-10d 0,131 GUN NAILS RF14 2x8 #2 SYP 2 -PLY VR1/RDG7 6-10d 0.131 GUN NAILS RF15-RF18 2x6 #2 SYP VR1/RDG7 6-10d 0,131 GUN NAILS RF19 2x6 #2 SYP 4 -PLY RDG9/RDG7,8 6-10d 0,131 GUN NAILS RF20-RF21 2x6 #2 SYP RDG9/VR2 6-10d 0.131 GUN NAILS RF22 2x8 #2 SYP 2 -PLY RDG9/VR2 6-10d 0,131 GUN NAILS RF23 2 -PLY 2x10 #2 SYP RDG9/VR2 6-10d 0,131 GUN NAILS RF24 2 -PLY 2x12 #2 SYP RDG9/VR2 6-10d 0,131 GUN NAILS RF25 2 -PLY 2x12 #2 SYP RDG9/WALL 6-10d 0.131 GUN NAILS RF26-RF29 2x6 #2 SYP 3 -PLY RDG9/VR2 6-10d 0,131 GUN NAILS RF32A 2 -PLY 2x8 #2 SYP LSSU210-2 RDG8/WALL 6-10d 0,131 GUN NAILS RF32-RF35 2x6 #2 SYP 3 -PLY RDG8/WALL 6-10d 0.131 GUN NAILS RF36-RF37 2x6 #2 SYP RDG6/NAILER 6-10d 0,131 GUN NAILS RF38 2x10 #2 SYP 2 -PLY RDG12/WALL 6-10d 0.131 GUN NAILS RF39 2 -PLY 2x10 #2 SYP LSSU210-2 RDG12/WALL 6-10d 0,131 GUN NAILS RF40 2x6 #2 SYP 2 -PLY RDG12/RDG10 6-10d 0,131 GUN NAILS RF41-RF44 2x6 #2 SYP RDG12/VR1 6-10d 0.131 GUN NAILS RF45-RF46 2x6 #2 SYP 2 -PLY RDG11/WALL 6-10d 0,131 GUN NAILS RF48-RF49 2x8 #2 SYP RDG12/WALL 6-10d 0,131 GUN NAILS RF50-RF51 2x8 #2 SYP 3 -PLY RDG12/VR2 6-10d 0,131 GUN NAILS RF52-RF59 2x6 #2 SYP RDG12/VR2 6-10d 0,131 GUN NAILS RF60-RF62 2x8 #2 SYP 2 -PLY RDG13/WALL 6-10d 0,131 GUN NAILS RF63-RF65 2x6 #2 SYP RDG13/VR3 6-10d 0,131 GUN NAILS RF66 2 -PLY 2x8 #2 SYP LSSU210-2 RDG13/WALL 6-10d 0.131 GUN NAILS RF67-RF68 2x6 #2 SYP 3.5 RDG14/WALL 6-10d 0,131 GUN NAILS RF69 2x6 #2 SYP 2 -PLY RDG13/RDG14 6-10d 0,131 GUN NAILS RF70-RF71 2x10 #2 SYP LDGR3,4/WALL 6-10d 0,131 GUN NAILS RF72 2x8 #2 SYP 2 -PLY LDGR5/H7 6-10d 0,131 GUN NAILS RF73-RF74 2x6 #2 SYP 3,5 RDG15/WALL 6-10d 0.131 GUN NAILS RF75 2x6 #2 SYP LDGR5/NAILER 6-10ol 0,131 GUN NAILS VR1 2 -PLY 2x12 #2 SYP LSSU410 RDG12/WALL 6-10d 0,131 GUN NAILS VR2 2 -PLY 1,75x11.875' LVL LSSU410 RDG9/WALL 6-10d 0,131 GUN NAILS VR3 2x10 #2 SYP RDG9/H12 6-10d 0,131 GUN NAILS RDG1 2x8 #2 SYP RF2/WALL 6-10d 0,131 GUN NAILS RDG2 2x8 #2 SYP RF3/WALL 6-10d 0.131 GUN NAILS RDG3 3 -PLY 2x12 #2 SYP HUCQ210-3-SDS RFS RDG4 2x8 #2 SYP RDG5/WALL 6-10d 0,131 GUN NAILS RDG5 2 -PLY 2x12 #2 SYP LUS28-2 RF9 RDG6 2x8 #2 SYP BLOCKING/WALL 6-10d 0,131 GUN NAILS RDG7 3 -PLY 1,75x18' LVL POST/POST RDG8 2 -PLY 1.75x18' LVL POST/POST RDG9 2 -PLY 1,75x14' LVL THAI422 POST RDG10 2 -PLY 2x10 #2 SYP LUS28-2 RF39 RDG11 2x8 #2 SYP RDG10/WALL 6-10d 0,131 GUN NAILS RDG12 2 -PLY 1,75x16' LVL THAI422 POST/POST RDG13 2 -PLY 1.75x16' LVL POST/P❑ST/RF32A RDG14 2 -PLY 2x8 #2 SYP LUS26-2 POST RDG15 2x12 #2 SYP WALL/WALL LDGR1 2x10 PT #2 SYP WALL 4-10d 0.131 GUN NAILS 16'❑C LDGR3 2x12 #2 SYP WALL 4-10d 0.131 GUN NAILS 16'❑C LDGR4 2x12 #2 SYP WALL 4-10d 0,131 GUN NAILS 16'OC LDGR5 2x12 #2 SYP WALL 4-10ol 0.131 GUN NAILS 16'OC Connectors are, 16d Common Nails d a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are, 16d Common Nails c o CT 0 a minimum = 2' c = 13' a minimum = 2' c = 14' b minimum = 3' d = 12' a minimum = 3' b minimum = 3' d = 12' Connectors are, 16d Common Nails Connectors are, 16d Common Nails Nalling schedule applies to both sides of the member, o ro 0 a a a c-61 15 CT a a-+. 1 1 0� a a minimum = 2' c = 12' b minimum = 3' d = 12' Connectors are, 16d Common Nails a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher, Connectors are+ 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 22455t Johns Avenue Jacksonville, FL 32204 904.387.6710 w .rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER M. HIL G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida io 32233 3 NEW RESIDENCE ISSUE no. SCHEDULE FOR BEAMS FEE) 4 OS PROGRESS SET 2 LABEL PROGRE55 SET SIZE FASTENING HANGER LABEL MIN BEARING " H1 3 -PLY 2x8 #2 PT SYP A 1,5 / 1,5 / 1.5 H2 3 -PLY 2x8 #2 PT SYP A 1.5 / 4.25 / 1.5 H3 3 -PLY 2x8 #2 PT SYP A 1.5 / 1.5 / 1,5 H4 3 -PLY 2x8 #2 PT SYP A 1,5 / 1.5 H5 2 -PLY 1,75X16' 2.0 LVL 11 3.5 / 3,5 H6 2 -PLY 1,75X16' 2.0 LVL 11 3.5 / 3,5 H7 4 -PLY 2x12 #2 SYP A 1.5 / 1.5 H8 2 -PLY 2x12 #2 SYP A HUC412 3.5 / 3,5 H9 3 -PLY 1,75X11,25' 2.0 LVL 13 3,5 / 5.5 / 3.5 H10 3 -PLY 2x10 #2 SYP A HUC412 3.0 / 3,0 H11 3 -PLY 2x10 #2 SYP A HUC412 3,0 / 3,0 H12 2 -PLY 1.75X11,875' 2.0 LVL 5 3.5 / 3.5 H13 2 -PLY 1,75X11.875' 2.0 LVL 5 3.5 / 3.5 H14 2 -PLY 2x12 #2 SYP A 3,5 / 3.5 RD67 3 -PLY 1,75x18' 2,0 LVL 8 3.5 / 3.5 RD68 2 -PLY 1,75x18' 2,0 LVL 14 3.5 / 3.5 RD69 2 -PLY 1.75X11,875' 2,0 LVL 5 THAI422/THAI422 3.5 / 3.5 / 3.5 RD612 2 -PLY 1.75x18' 2.0 LVL 14 THAI422 3,5 / 5,5 RDG13 2 -PLY 1,75X11,875' 2,0 LVL 5 3,5 / 3,5 / SDS a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' Bolts are assumed to be Grade A307 or Grade 2 or higher, Connectors are+ 1/2 in, Staggered Through Bolt RICHARD SKINNER & ASSOCIATES, ARCHITECTS 22455t Johns Avenue Jacksonville, FL 32204 904.387.6710 w .rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER M. HIL G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida io 32233 3 NEW RESIDENCE ISSUE no. date description I FEE) 4 OS PROGRESS SET 2 5/15/09 PROGRE55 SET 3 5/26/09 PERMIT 155UE REVISIONS no.1 date I description Scale: Project No.: 0804 Drawn by: RAW Checked by: GMH Sheet Title --EI LI NG JOIST Ill :OOF FRAMIN( LAYOUT PLAN Sheet Number S-1.10 PERMIT ISSUE SET 2x -STUD WALL @ 16"OC. SEE PLAN. VAPOR BARRIER OVER RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) PT.2x_RIM JOIST SEE PLAN. ROD EMBED SEE DETAIL C3 THIS SHEET #5 CONTINUOUS w/ 30" MIN LAP = BEND AROUND CORNERS U 1 /2" E.J. w ... # � 4" CONC. SLAB 0 GARAGE. y DOWELS TO MATCH VERT.REINF. II I :[ w/ 6" HOOK INTO FTG. i 2"0 THREADED ROD. CONT. PT.2x8 w/2 A.BOLTS 0 32"OC. ALTERNATING. 4" DECKING d, FIN.FLR. ELEV. PT.2x_FLR. JOIST SEE PLAN. w/(2)H3 CLIPS PROVIDE PT.2x8 LEDGER w/(2) a "O TITEN HD SCREW ® 48"OC.MIN. 4" EMBED INTO CMU. 8" CMU w/#5 VERTS ® 48"OC. IN FULLY GROUTED CELLS. (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS FTG. & STEMWALL 2x -STUD WALL 16"OC. SEE PLAN. CONT. PT.2x8 4" DECKING- FIN.FLR. ELEV. PT.2x_FLR. JOIST SEE PLAN FOR SIZE AND HANGER. PROVIDE PT.2x8 LEDGER W/3"0 TITEN HD SCREWS ® 16"OC.STAGGERED MIN. EMBED 4" o A 1 • VAPOR BARRIER OVER RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 1 2"0 THREADED ROD.. #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS 1/2" E.J. SCHEDULED PORCH FINSISH SEE ARCH. I 4" CONC. SLAB -ROD EMBED SEE DETAIL C3 THIS SHEET - 8" CMU w/#5 VERTS ® 48 -OC. IN FULLY GROUTED CELLS. (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS q- FTG. & (� STEMWALL INTERIOR STEMWALL @ KITCHEN EXTERIOR STEMWALL @ STORAGE/GARAGE „ C1 BREAKFAST ROOM REAR PORCH SCALE: 1 2 =1 -O ROOM/ SCALE: NOTE: 1. ALL BRICK MASONRY CONSTRUCTION SHALL COMPLY w/ THE RECOMMENDATIONS OF THE BRICK INSTITUTE of AMERICA (BIA) "TECHNICAL NOTES ON BRICK CONSTRUCTION". 2. BRICK MASONRY SHALL COMPLY w/ASTMC216, GRADE SW, TYPE FBA. MORTAR SHALL BE FACTORY PREPARED MASONRY CEMENT WHICH COMPLIES w/ASTM C91,TYPE "S" MORTAR. BRICKS & MORTAR COLOR SHALL BE SELECTED BY OWNER. 8" CMU AIR SPACE. SEE ARCH DWGS. KEEP CAVITY CLEAN FROM MORTAR DROPPINGS & OTHER MATERIALS DURING CONSTRUCTION. WIRE TIES ® 16" OC. HORZ. & 16" OCNERT. BRICK VENEER NOTE: SEE ARCH DWG'S FOR SIZE & LOC'N. OF WEEP HOLES. IF NOT OTHERWISE INDICATED PROVIDE WEEP HOLES ® 32"OC. BRICK VENEER DETAIL SCALE 4" CONCRETE SLAB SLOPE 1 /8"/FT. C ... .• l KLA�-'. 1) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS PT.2x-FLR. JOIST SEE PLAN. PT.(3)2x_BEAM w/SIMPSON HOLD-DOWN SEE PLAN. DOWELS TO MATCH VERT.REINF. w/ 6" HOOK INTO FTG. 1 /2" THREADED ^^^ TYP.U.O.N. SILL P EPDXY IN 5/8" HOLE OR ARCYLIC IN 9/16" HOLE TYP. U.0.N. THRU BOLT C2 SLAB CONNECTION T" DECKING FIN.FLR. ELEV. PT.2x-FLR. JOIST SEE PLAN. w/(2)H3 CLIPS CONT. PT.200 w/2"0 A.BOLTS @ 32"OC. ALTERNATING. 16"x16" CMU PIER w/(4)#5 VERTS ® 48"OC. GROUT ALL CELLS SOLID TYP. oJA (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS (k FTG. & SEE PLAN Ok PIER 131 TYP. INTERIOR PIER, FTG. SCALE: 2x -STUD WALL ®-�, 16"OC. SEE PLAN. VAPOR BARRIER OVER RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) ROD EMBED SEE —� DETAIL C3 THIS SHEET 8" CMU w/#5 VERTS ® 48"OC.— IN FULLY GROUTED CELLS. APPROXIMATE FINISH d _I DOWELS TO MATCH VERT.REINF. w/ 6" HOOK INTO FTG. 2"0 THREADED ROD. #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS w 1/12" E.J. 4" CONC. SLAB Ln L) ryw� a • 4 '• # 5 VERTICAL @ 4'-'0" O.0 ----(2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS FTG. & �. STEMWALL VAPOR BARRIER OVER RATED SHEATHING 2x -STUD WALL ® (REFER TO GENERAL 16"OC. SEE PLAN. NOTES ON SHEET S-1.1 ) 2"O THREADED ROD. °ate EXTERIOR STEMWALL @ C3 PORCHES SCALE: 1 "=1 '—O" SCALE: 16"OC. CONT. PT.2x8 w/2"0 #5 CONTINUOUS w/ 30" MIN LAP BARRIER OVER CONT. PT.2x8 PT.2x_FLR. JOIST BEND AROUND CORNERS Q : 3 " DECKING 4 ON SHEET S-1.1 ) 1 /2" E.J. F- FIN.FLR. ELEV. z._� FIN.FLR. ELEV. z SLOPE PT.2x-FLR. JOIST w/LTS16 SCHEDULED PORCH FINISH SEE PLAN. w/(2)H3 CLIPS STRAP ®JOIST/BEAM TYP. SEE ARCH. Q U.O.N. SEE PLAN. PROVIDE PT.2x8 LEDGER PT.(3)2x_BEAM SEE PLAN ® 16"OC.STAGGERED MIN. 4" CONC. SLAB `..... FOR SIZE & HANGER ## _IIT _ ROD EMBED SEE PROVIDE SIMPSON HD5 : is - DETAIL C3 THIS SHEET or EQ. ®H4 BEAM & 8" CMU w/#5 VERTS ® 48"OC. I��••�� (2)HTS20 STRAPS @ IN FULLY GROUTED CELLS. w/ 6" HOOK INTO FTG. BEAM H1. }} IN FULLY GROUTED CELLS. PROVIDE PIECE OF PT.(2)2x8 8"x16" CMU w/(2)#5 VERTS w/(2)a"O A.BOLTS ® PIER. o •'. ,;.. . �. •: - TYP.® H1 & H4 BEAMS GROUT ALL CELLS SOLID TYP. — - .;r-7 • '+ ADD (1)#5 & (3)#5 TRANSVERSE 3 -0 (2) #5 CONTINUOUS FROM CF2.0 BEYOND ® ENLARGED FDN. EXTERIOR STEMWALL @ C3 PORCHES SCALE: 1 "=1 '—O" SCALE: FTG. & STEMWALL 2x—STUD WALL 16"OC. SEE PLAN. VAPOR BARRIER OVER RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) ROD EMBED SEE DETAIL C3 THIS SHEET #5 CONTINUOUS w/ 30" MIN LAP - BEND AROUND CORNERS BRICK VENEER SEE ARCH.& DETAIL Bl/S-5.0 _ALL DOWELS TO MATCH VERT.REINF.— w/ 6" HOOK INTO FTG. 0 _l 20 THREADED ROD. C4 CONT. PT.2x8 w/! -"O A.BOLTS ® 32"OC. ALTERNATING. 3" DECKING FIN.FLR. ELEV. T.2x_FLR. JOIST SEE PLAN. w/(2)H3 CLIPS PROVIDE PT.2x8 LEDGER w/(2)1,r O TITEN HD SCREW ® 48"OC.MIN. 4" EMBED INTO CMU. 8" CMU w/#5 VERTS ® 48"OC. IN FULLY GROUTED CELLS. — (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS RICHARD SKINNER & ASSOCIATES, ARCHITECTS 22455t Johns Avenue Jacksonville, FL32204 904.387.6710 w .rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE I' 12th Street Atlantic Beach, Florida J� 32233 J NEW RESIDENCE FTG. ISSUE � & q STEMWALL no. date description I FEB 4 Oe PROGRE55 SET 2 5/15/09 PROGRE55 SET LL KITCHEN 3 5/28/09 PERMIT 155UE @ 134 SCALE: 1/2"=V-0" '-O" INTERIOR STEMWALL FTG. @ EXTERIOR STEM WA 132 KITCHEN/FAMILY ROOM 133 _ SCALE: 1 /2"=1 '-O" TYPICAL SECTION @ SECTION THRU STEMWALL THICKENED EDGE A 1 @ GARAGE WALL FOOTING SCALE: 1 2"=1 '-O" SCALE 2x -STUD WALL 16"OC. SEE PLAN. VAPOR BARRIER OVER -� RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) CONT. PT.2x8 w/2"s�� A.BOLTS ® 32"OC. ROD EMBED SEE _ DETAIL C3 THISOf SHEET Q 1/2' E.J. w 4" CONC. SLAB DOWELS TO MATCH VERT.REINF. .. w/ 6" HOOK INTO FTG. 1 2"0 THREADED ROD. PT.2x-RIM JOIST SEE PLAN. :f DECKING ot FIN.FLR. ELEV. PT.2x-FLR. JOIST SEE PLAN. w/(2)H3 CLIPS #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS 8" CMU w/#5 VERTS ® 48"OC. IN FULLY GROUTED CELLS. (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS FTG. & STEMWALL 2x -STUD WALL @ 16"OC. CONT. PT.2x8 w/2"0 VAPOR BARRIER OVER A.BOLTS ® 32"OC. ALTERNATING. PT.2x_FLR. JOIST (REFER 4" DECKING SEE PLAN. ON SHEET S-1.1 ) CONT. PT.2x8 �w/2" 0-\ A.BOLTS ® 32 OC. z._� FIN.FLR. ELEV. PT.2x_FLR. JOIST SEE PLAN. w/(2)H3 CLIPS PROVIDE PT.2x4 LEDGER w/ -'"O TITEN HD SCREWS PROVIDE PT.2x8 LEDGER ® 16"OC.STAGGERED MIN. w/3"O TITEN HD SCREWS 8 `..... 5 CONTINUOUS " # w/ 30 MIN LAP ® 1 6"OC. STAGGERED MIN. BEND AROUND CORNERS EMBED 4" DOWELS TO MATCH VERT.REINF. I��••�� ' 8" CMU w/#5 VERTS ®48"OC. w/ 6" HOOK INTO FTG. x IN FULLY GROUTED CELLS. (2) #5 CONTINUOUS w/ 30" MIN LAP - BEND AROUND CORNERS FTG. & STEMWALL 2x—STUD WALL 16"OC. SEE PLAN. VAPOR BARRIER OVER RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) ROD EMBED SEE DETAIL C3 THIS SHEET #5 CONTINUOUS w/ 30" MIN LAP - BEND AROUND CORNERS BRICK VENEER SEE ARCH.& DETAIL Bl/S-5.0 _ALL DOWELS TO MATCH VERT.REINF.— w/ 6" HOOK INTO FTG. 0 _l 20 THREADED ROD. C4 CONT. PT.2x8 w/! -"O A.BOLTS ® 32"OC. ALTERNATING. 3" DECKING FIN.FLR. ELEV. T.2x_FLR. JOIST SEE PLAN. w/(2)H3 CLIPS PROVIDE PT.2x8 LEDGER w/(2)1,r O TITEN HD SCREW ® 48"OC.MIN. 4" EMBED INTO CMU. 8" CMU w/#5 VERTS ® 48"OC. IN FULLY GROUTED CELLS. — (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS RICHARD SKINNER & ASSOCIATES, ARCHITECTS 22455t Johns Avenue Jacksonville, FL32204 904.387.6710 w .rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE I' 12th Street Atlantic Beach, Florida J� 32233 J NEW RESIDENCE FTG. ISSUE � & q STEMWALL no. date description I FEB 4 Oe PROGRE55 SET 2 5/15/09 PROGRE55 SET LL KITCHEN 3 5/28/09 PERMIT 155UE @ 134 SCALE: 1/2"=V-0" '-O" INTERIOR STEMWALL FTG. @ EXTERIOR STEM WA 132 KITCHEN/FAMILY ROOM 133 _ SCALE: 1 /2"=1 '-O" TYPICAL SECTION @ SECTION THRU STEMWALL THICKENED EDGE A 1 @ GARAGE WALL FOOTING SCALE: 1 2"=1 '-O" SCALE 2x -STUD WALL 16"OC. SEE PLAN. VAPOR BARRIER OVER -� RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) CONT. PT.2x8 w/2"s�� A.BOLTS ® 32"OC. ROD EMBED SEE _ DETAIL C3 THISOf SHEET Q 1/2' E.J. w 4" CONC. SLAB DOWELS TO MATCH VERT.REINF. .. w/ 6" HOOK INTO FTG. 1 2"0 THREADED ROD. PT.2x-RIM JOIST SEE PLAN. :f DECKING ot FIN.FLR. ELEV. PT.2x-FLR. JOIST SEE PLAN. w/(2)H3 CLIPS #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS 8" CMU w/#5 VERTS ® 48"OC. IN FULLY GROUTED CELLS. (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS FTG. & STEMWALL 2x -STUD WALL @ 16"OC. SEE PLAN. VAPOR BARRIER OVER RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1 ) CONT. PT.2x8 �w/2" 0-\ A.BOLTS ® 32 OC. ROD EMBED SEE DETAIL C3 THIS SHEET BRICK VENEER SEE -W. ARCH.& DETAIL Bl/S-5.0 DOWELS TO MATCH VERT.REINF. w/ 6" HOOK INTO FTG. o I ;r 20 THREADED ROD. PT.2x-RIM JOIST SEE PLAN. 4" DECKING iK FIN.FLR. ELEV. PT.2x_FLR. JOIST SEE PLAN. w/(2)H3 CLIPS #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS 8" CMU w/#5 VERTS ® 48 -OC. IN FULLY GROUTED CELLS. (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS q FTG. & STEMWALL INTERIOR WALL�010MTT. @ EXTERIOR WAL FTG. @ A2 STORAGE GARAGE A A4 _o /BREAKFAST ROOM -v SCALE: 1 2"=1 '-O" SCALE: 1 /2"=1 '-O" REVISIONS no -I date description Scale: Project No.: 0804 Drawn by: RAW Checked by: GMH Sheet Title FOUNDATION DETAI LS Sheet Number S�5 0 • PERMIT ISSUE SET AT CONTRACTORS OPTION PRECAST LINTELS MAY BE USED IN LIEU OF POURED IN PLACE CMU LINTELS. ALL LINTELS SHALL BE MANUFACTURED BY: CAST-CRETE. ADDITIONAL STIRRUPS MAY BE INDICATED ON PRECAST OR POURED ON PLAN IF ADDITIONAL SHEAR REINFORCEMENT IS REQUIRED. LINTEL, SEE C2/S-5.1 PRECAST LINTEL LEGEND F=GROUT FILLED/U=UNFILLED # OF REBAR IN LINTEL 8 16 —1 B/1 T' /,. ;':'".Y,Y•�"jet,}`; _'�REBAR LOCATION B=BOT,T=TOP • • ��• �� / / .�'4 /��i �_ ..I,A, .'%•Ir�l^r,'"..Y. .It.x �_°:' }•>° 3 `' $ "K"*` HORIZ. JOINT REINF. NOMINAL HEIGHT NOMINAL WIDTH 6#5 CONT RICHARD SKINNER _ C &ASSOCIATES, ARCHITECTS . :• W/#3 TIES ®8" 2245 St Johns Avenue Jacksonville, FL32204 N W/1800 HOOK (ALT) 12° 904.387.6710 vww.rsarch8ects.mm License #AA26001539 FILL CELLS W/CONC. Consultants SEE PLAN SEE PLAN 10-8" MAX. MASONRY OPENINGS FOR REINF. FOR REINF. 2-#5 CONT. MIN. BRG. 8" EA. END STRUCTURAL ENGINEER 00 12" MASONRY OPENING 5'-4" OR LESS FILL CELLS W/CONC. G. M. Hill Engineering Inc VIL MIN. BRG. 8" EA. END 303 Clearwater Dr HORIZ. JOINT--\Ponte Vedra Beach, FL 32082 REINF. 904 280 8244 Contact: Gina Hill NOTE: 2-#5 CONT. T. & 13. FOR EXACT LOCATION OF W/#3 TIES 0 8" 1x4 OR 2x8 PT SYP BUCKS FASTENED TO OPENINGS SEE ARCH. W/1800 HOOK (ALT) MASONRY WITH SIMPSON 16" TAPCONS IN 16" LINTEL BLOCK • SCREWS AT 12" O.C. NOTE: CONT. REINF.TO EXTEND (MIN. EMBED 12" INTO CMU.) 24"BEYOND FACE OF OPENING TYP. MASONRY OPENING MORE THAN 5'-4" NOTCH FOR VERTICAL REINFORCING (TYP.) MIN. BRG. 8 EA. END (MAX. OPNG. SIZE 10'-8") MASONRY REINF. @ OPNG. C1 MASONRY LINTEL DE-TAIL C2 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" Seal SEE PLAN FOR 2X-STUD WALL ® REINF. 16"OC. SEE PLAN. 'wall VAPOR BARRIER OVER RATED SHEATHING 2 "0 THREADED ROD. -� ` f (REFER TO GENERAL NOTES ON SHEET S-1 ) SEE PLAN FOR REINF. BOND (50%) MASONRY EXTEND HORIZ. JOINT 2#5 VERT. 0 8" 14'-0" OPENING PT.2x-RIM JOIST CONT. PT.2x8 w/-!"O UNITS AT INTERSECTION REINF. OR PROVIDE (2 CELLS) AT 14'-0" SEE PLAN. A.BOLTS @ 32"OC. ALTERNATING. MTL. LATHE ® 16 O.C. OPENING MASONRY JAMB DETAIL ROD EMBED SEE 4" DECKING AT 14'-0" & WIDER OPNGS. DETAIL C3/S-5.0 FIN.FLR. ELEV. EXTERIOR INTERIOR #5 CONTINUOUS w/ 30" MIN LAP OIL PT.2x_FLR. JOIST RUE R BEND AROUND CORNERS SEE PLAN. Q RESIDENCE 1/2" E.J. LIJ vi 4" CONC. SLAB 0 GARAGE. 12th Street Atlantic Beach, Florida LU I 1 1 CMU WALL REINF. 1 AS SHOWN ON PLANS. O �.. DOWELS TO MATCH VERT.REINF. 8 CMU w/#5 VERTS ® 48" OC. IN FULLY GROUTED CELLS. 32233 :.,:. GROUT Cl sir �ti `�" D w/ 6" HOOK INTO FTG. :. (2) #5 CONTINUOUS w/ 30" MIN LAP FILLED CELL INTERSECTING WITH REINF. MIN. 2-#4 IN WINDOW OR DOOR FULLY GROUTED BEND AROUND CORNERS NEW RESIDENCE WALL TIE CELLS EACH SIDE OPENING ISSUE -'" OF OPN'G. FTG. & � STEMWALL no date description I FEB 4 O FROGRE55 5ET INTERIOR/EXTERIOR 2 -O 2 5/15/09 PROGRESS SET 3 5/28/09 PERMIT ISSUE C.M.U. JAMB JOINTS C.M.U. CORNER JOINTS INTERIOR STEM WALL @ KITCHEN EXTERIOR 8c INTERIOR B l B 2 STORAGE/GARAGE (FLR.PARALLEQ1 B 3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 1 2 =1 _0 REVISIONS HB&G PERMACAST STRUCTURAL COL. BEYOND 2x-STUD WALL no date description BEARING DIRECTLY ON SLAB 16"OC. SEE PLAN. SEE PLAN. 2"0 THREADED ROD. VAPOR BARRIER OVER SCHEDULED PORCH FINISH SEE ARCH. RATED SHEATHING (REFER TO GENERAL SCHEDULED PORCH FINISH NOTES ON SHEET S-1 ) PT.2x_RIM JOIST SEE ARCH. 1 /2" E.J. 4" CONC. SLAB .. 4" CONCRETE SLAB SEE ARCH FOR TREADS CONT. PT.2x8 w/2"b SEE PLAN. _ ° ,.. 00 f+ O o"�� 12O.C. O.C. a A.BOLTS @ 32"OC. 4" DECKING "(1) #5 CONTINUOUS w/ 30" MIN LAP SEE PLAN REINF. EXTEND 2'-0" FIN.FLR. ELEV. #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS #+ o �5"o.c. E.w. INTO SLAB. PT.2x_FLR. JOIST BRICK VENEER SEE ARCH.& DETAIL BEND AROUND CORNERS BRICK VENEER SEE �- 5 CONTINUOUS w 25 MIN LAPLn ARCH.& DETAIL # / SEE REINF. ROD EMBED SEE SEE PLAN. Scale: B1/S-5.0 B1/S-5.0 BEND AROUND CORNERS bt DETAIL C3 THIS SHEET " 8 CMU W/#5 VERTS 48 OC. /# — 8 CMU w 5 VERTS ®48 OC. /# CML COLD JOINT ; .::.. 5 CONTINUOUS w 30" MIN LAP BEND AROUND CORNERS Project No.: 0804 DOWELS TO MATCH VERT.REINF. IN FULLY GROUTED CELLS. DOWELS TO MATCH VERT.REINF. IN FULLY GROUTED CELLS. � owes. ',. s. a' CMU WALL w/#5 0 48`o.C. : ::::; BRICK VENEER SEE ARCH.& DETAIL Drawn by: RAW w/ 6" HOOK INTO FTG. w/ 6" HOOK INTO FTG. m B1/S-5.0 (2) #5 CONTINUOUS w/ 30" MIN '. J LAP�:'. • :. •• : __ -- (2) #5 CONTINUOUS w/ 30" MIN LAP ';. DOWELS TO MATCH VERT.REINF. 8" CMU w/#5 VERTS ® 48"OC. IN FULLY GROUTED CELLS. Checked b GM11 y: Sheet Title .. . �. BEND AROUND CORNERS - BEND AROUND CORNERS w/ 6" HOOK INTO FTG. F D N . DETAILS W/2-#5 CONT. W//3036' O.C.� TRANS. TYP.o C.I.P. STAIRS. • C ' ° . (2) #5 CONTINUOUS w/ 30"MIN LAP Y P! CA L CMU FTG. & FTG. & �. .. ° •. BEND AROUND CORNERS DETAIL S le 2-0 " CS EMWALL " Z STEMWALL 2-0 Sheet Number FTG. & -q 2,-0" STEMWALL S-5el EXTERIOR STEMWALL @ EXTERIOR STEMWALL @ EXTERIOR CONC. STEPS @ EXTERIOR WALL FTG. @ REAR PORCH Al FRONT PORCH CA 2) PORCHES %�`� BREAKFAST ROOM ( LR. PARALLEL) A4- PERMIT ISSUE SET SCALE: 1/2"=V-0" _�SCALE. 1/2"=1'-0 _ __� SCALE: 1 /2 =1 -0 SCALE: 1 /2"=1 -0 NOTE: SEE ARCH. 3/A3.1THREADED ROD FOR SIZE AND PROFILES OF ASSEMBLY CONT. RAFTER TAILS AND NUT AND 3 x 3 x 1/4" SIMPSON SSP ® 32" O.C. TO FOUNDATION. OUTRIGGERS. CONTINUOUS 2x4 SCAB WASHER (TYP.) REQ'D AT OPENINGS OVER 6'-0" BLOCKING REQ'D SIMPSON (2)H2.5A FROM RAFTER TO CEILING JOIST BETWEEN OUTRIGGERS 0 EA. OUTRIGGER TO SERVE AS s y' 2x4 BLOCKING ® SHEATING 2x4 BARGE RAFTER CONT. NAILER FOR X -BRACING ® 4'-0" O.C. �y ' / JOINTS 4'-0" FROM GABLE END (4) 8d TOE -NAIL HEADER SEE s HEADER SHINGLE STRIP SCHEDULE. Ile CIA 16d NAILS ®8" O.C. 2x6 OUTRIG R 48" O.C. (4) 16d RICHARD SKINNER DROP RAFTER NAILS (TYP.) 2x JACK STUD (TYP.) & ASSOCIATES, ARCHITECTS DOUBLE TOP PLATE 1/2" THREADED (2) REQ'D FOR OPENINGS OVER 6'-0" 224551 Johns Avenue Jacksonville, FL 32204 WALL 904.387.6710 ww.rs-1539�com OPENING # 2x4 BRACE 4'- 0 0. CEILING JOISTS (2) 2x FULL LENGTH (KING) Consultants ONT. 2x4 SCA CONT. 2x4 SCAB FROM RAFTER TO 2x4 BLOCKIN COUPLER PERMITTED STUDS (TYP.) FROM RAFTER TO CEILING JOIST .® EA. X -BRACING F (TYP.) IF REQ'D. CEILING JOIST ® (PROVIDE ADDITIONAL 2x4' s AT 8'-0" FROM GABLE JOIST"SPACEIN STRUCTURAL ENGINEER VERT. IF HIGHER THAN 48" TO FORM AN "L" SHAPE) (3) 16d NAI Al HILL 2x4 SCAB IG (TYP. VERT. WEB I CONTINUOUS 2x4x4' NOT PRESEN #2 SYP LATERAL BRACE ® 48 O.C. G.M./Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill (2) 2x OP PLATE SLIDE ROD THRU (2) 2x_ TOP PLATE HEADER USE NUT CONT. 2x4x4' LATERALJ 2x4 BLOCKING 0 HEADER SEE & PLATE WASHER 48" O.C.IN FIRST SCHEDULE. (C'SINK AS REQ'D.) BRACE ®48" O.C. JOIST SPACE SIMPSON LTP4 0 48" O.C. WALL (SEE ISOMETRIC VIEW OF OPENING BRACE DETAIL) 2x_ STUDS ® 16" O.C. SECTION THRU GABLE END WALLISOMETRIC OF LATERAL BRACE PARTIAL. 2 STORY TYPICAL OFFSET WINDOW C 1 @GABLE END WALL � 2 WALL ELEVATION C �(TWO STORY) C4 SCALE: 1 2 =1 -0 SCALE: 1 2 =1 -O SCALE: 1 2 =1 -O SCALE: 1/2"=1'-0" Seal NUT & WASHER RATED SHEATHING 2x -ROOF RAFTERS 2x COLLAR TIES IN UPPER (REFER TO GENERAL NOTE'flEEARCH SEE PLAN FOR SIZE 1/3 OF RAFTER. SEE CONV'L. / ON SHEET S-1.1) & CONNECTIONS. ROOF NOTES FOR ATTACHEMENT RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1.1) SEE DETAIL C3/S-6.0 PT.2x_LEDGER SEE PLAN. RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-11/3 ) RATED SHEATHING 2X_ROOF (REFER TO GENERAL NOTES SEE ON SHEET S-1.1 & CONNECTIONS. ) RAFTERS 2x COLLAR TIES IN UPPER PLAN FOR SIZE OF RAFTER. SEE CONY L. ROOF NOTES FOR ATTACHEMENT t 2x -ROOF RAFTERS FASTEN TO WALL _ f (2)PLY LVL. RIDGE BEAM SEE PLAN. BEAM TO BE C DOWN ® OVERHANG SEE NOTE: SEE ARCH. 3/A3.1 FOR SIZE AND PROFILES OF RAFTER TAILS AND SEE PLAN FOR SIZE &CONNECTIONS. NOTE: SEE ARCH. 3/A3.1 FOR S ZE AND PROFILES OF w/(8)10d NAILS ® 16"OC. 2x -ROOF RAFTERS SEE PLAN FOR SIZE (2)PLY LVL. RIDGE BEAM SEE PLAN. BEAM TO BE CU DOWN ® OVERHANG SEE NOTE: SEE ARCH. 3/A3.1 ANDS OF DANDOFILE =� ARCH. RAFTER TAILS AND -1"0 2 0 THREADED ROD. ARCH. OUTRIGGERS. OUTRIGGERS. RAFTER OUTRIGGERS. SEE DETAIL C1/S-6.0 RATED SHEATHING (REFER TO GENERAL P.T. 4x10 BEAM C SINK.(2)2 0 LAG BOLTS ` SEE DETAIL C1/S-6.0 FOR TYP.GABLE END NOT.S ON SHEET S-1.1 ) �� 4 Q IN HORZ'L. 4x6 MEMBER & EE ARCH FOR TYP.GABLE END `� VAPOR BARRIER OVER � � � � BRACING. NOT SHOWN 2x STUDS ®16 O.C. � 4x4" VERT. MEMBER. OVER � � � BRACING. NOT SHOWN RATED SHEATHING i i FOR CLARITY. SEE DETAIL B3/S-6.0 GYP. WALLBOARD RATEED SHEATH NG i \ FOR CLARITY. i i RUEGER (REFER TO GENERAL � � (REFER TO GENERAL i NOTES ON SHEET S-1.1 ) i i NUT & WASHER FOR BRACKET DETAIL. 2x STUDS ® 16" O.C. NOTES ON SHEET S-1.1 ) i i NUT & WASHER RESIDENCE SEE DETAIL C3/S-6.0 " 2x SEE DETAIL C3/S-6.0 2x JOISTS 1 /2 THREADED ROD SILL PLATE 6' STRUCTURAL BRACKET: 4"x6" „ 2x JOISTS -CEILING SEE PLAN FOR SIZE & CONT.2x LATERAL BRACE rl�, „ TOP 4x4 VERT. & DIAG. -CEILING SEE PLAN FOR SIZE & - CONT.2x LATERAL BRACE 12th Street HANGER INFO. „ 4 -0 OC. MAX. SEE PLAN. cV BRACING -BOLT INTO WALL "� HANGER INFO. 4'-0"OC. MAX. SEE PLAN. Atlantic Beach Florida c.I STUD w/(4) 2 LAG SCREWS RAFTER BEARING 5/8 " GYP. WALLBOARD P.T. 2x SILL PLATE MIN. 42" EMBED ® WALL. RAFTER BEARING 5/8 GYP. WALLBOARD 32233 ELEV. VARIES. ELEV. VARIES. PROVIDE SIMPSON LSTA18 STRAPS ® " 1 /2 E J SEE DETAIL 00 PROVIDE SIMPSON LSTA18 STRAPS (2) 2x PLATE E�4.STUD ®GABLE END WALL. ROD EMBED SEE CONC, SLAB SEE: PLAN. C1/S-5.0 (2) 2x PLATE EA.STUD ® GABLE END WALL. WALLBOARD DETAIL C3/S-5.0 FOR INFO 2'-4" 1/2" THREADED ROD -GYP. WALLBOARD SEE ARCH. : , a : . ; .' tt NOT SHOWN 1/2 THREADED ROD GYP. WALLBOARD SEE ARCH. NEW RESIDENCE -2x STUDS ® 16" O.C. 2x STUDS ® 16" O.C. ISSUE TONGUE & GROOVE 4 STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING j o ' '' Id + TONGUE &GROOVE - STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING no. date description I FEB 4 0 PROGRESS 5ET GLUED &FASTEN TO WOOD TRUSSES SEE DETAIL A2 S-5.0 /. ° . `�. e • '. GLUED &FASTEN TO WOOD TRUSSESJ OR JOISTS w/10d COMMONWISE NAILS FOR INFO NOT SHOWN. •�� OR JOISTS w/10d COMMONWISE NAILS 2 5/15/09 PROGRESS 5ET 3 5/25/09 PERMIT 155UE ® 6"O.C. ® EDGES & 12"O.C. ® 6"O.C. ® EDGES & 12"O.C. 1 -STORY I WALL SECTION I I I TOFPPIQ U (�� R T BRACKET @ ROOF 0 F 2x SILL PLATE INTERMEDIATE. 2x SILL PLATE INTERMEDIATE. LOWER FIN.FLR. ELEV. @ STORAGE RootsOL B 2 133 UPPER FIN.FLR. ELEV. RIM JOIST SEE ARCH. SCALE: 1/2"=1'-0" SCALE: 3 4"=1 '-O" RIM JOIST SEE ARCH. SEE PLAN. " � NOTE: (2) 2x6 TOP PLATE--- _ SEE PLAN. FLR. JOIST 16 XJI 85 s ALL CONECTIONS BY NOTE:FLR.JOISTS FLR. JOIST 16 XJI 85's SEE PLAN FOR SIZE & MANUFACTURER. SDS SCREWS _� ABOVE NOT SHOWN SEE PLAN FOR SIZE & REVISIONS CONNECTION TO BEAMS. SEE PLAN. FOR CLARITY SIMPSON MSTA24 FIELD -FORMED CONNECTION TO BEAMS. AS A STUD -TO -PLATE ANCHOR no. date description w (12) 1061.5" NAILS (2) 2x PLATE (OP & BOT.) (2) 2x PLATE �'- 2x_EA.END OFHEADER 1/2" THREADED ROD GYP. WALLBOARD rk FTG. & STRONG WALL. SEE PLANS FOR SIZE 1/2" THREADED ROD GYP. WALLBOARD 2x STUDS ® 16" O.C. q CONC.WALL-2x STUDS ® 16" O.C. 2x_EA.END OF STRONG WALL. SIMPSON STEEL STRONG WALL SIMPSON STEEL STRONG WALL (2) 2x_ TOP PLATE SEE PLAN FOR SIZE AND SEE PLAN FOR SIZE. BASE R & MANUF. INSTALLATION A.BOLTS BY INSTRUCTIONS. SIMPSON FLOOR JOIST SEE SIMPSON MSTAM24 w/ PROVIDE 8' WIDE x16' _ I PLAN FOR SIZE AND SPACING 4) 1/4 " x 2 1% " TITEN SCREWS TO FTG. AND P.T. 2x SILL PLATE DEEP CONC. BEAM W/2-#5 TOP 1Od x 1 1 2 NAILS TO STUD (9) / P.T. 2x SILL PLATE 3" DECKING & BOT. & #3 PROVIDE PT.2x4 LEDGER w/ (2)J'0 4 CONC. SLAB TIES O 12'OC. TYP. AT x 3J' LONG TITEN SCREW 0 NOTE: FLR.JOISTS FIN.FLR. ELEV. Scale: ROD EMBED SEE SEE PLAN. STEEL STRONG WALL 16'OC.MIN. 11' EMBED INTO CMU. NOT SHOWN ROD EMBED SEE OL DETAIL C3/S-5.08" CMU w/#5 VERTS ®48'OC. CLARITY DETAIL C3 S-5.0 C3/S-5.0 PT.2x_FLR. JOIST SEE PLAN. Project No.: 0804 a ;, :a GROUT ALLCELLS SOLID TYP. : OPTIO I Drawn by: RAW SEE PLAN FOR SIZE Checked b GMH y' & REINF. i• Sheet Title 'CENTER ENLARGED FTG. UNDER NUT AND 3 x 3 x 1 /4" WASHER (TYP.) TYPICAL WALL STRONG WALL TYP. DETAILS SILL PLATE ## SEE DETAIL A2/S-5.0 STEMWAL OR FTG. e SEE DETAIL B4/S-5.0 FOR INFO NOT SHOWN. FOR INFO NOT SHOWN. Sheet Number TOP OF SEE PLAN _ :.. ' ._A ". • ; ' •, ;. SEE PLAN FOR SIZE • '�- :T' • .. A. • ; �• 1/2- THREADED ROD SEE C3/S-5.0 FOR EMBEDMENT S�690 . & REINF. • 2 -STORY FRAMED WALL SECTION SECTION THRU FOOTING @ THRU-BOLT ALTERNATE 2 -STORY FRAMED WALL SECTION @ GARAGE/LOWER 2nd FLR. A l STEEL_. STRONG WALL A 2 A 3 @ KITCHEN/UPPER 2nd A4 FLR. PERMIT ISSUE SET SCALE: 1 /2"=1'-0" SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" T CMU = 8x8" CMU U -BLOCK RATED SHEATHING 2x_ROOF RAFTERS 2xSEE ARCH. _COLLAR TIES IN UPPER � =• w/1#5 CONT. T CMU •' • S•, ••°..:. • ::::. REFER TO GENERAL NOTES SEE PLAN FOR SIZE ° •'.t. "`"'� `'• ( 1 /3 OF RAFTER. SEE CONV'L. • • ' �••' :�=� � SEE ARCH. ON SHEET S-1.1) & CONNECTIONS. ROOF NOTES FOR ATTACHEMENTVi . 4r. •• { (2)PLY LVL. RIDGE BEAM �; %•, , SEE PLAN. BEAM TO BE CU - DOWN ® OVERHANG SEE ARCH. s EE ARCH b , DECK „ Iz ,.t� �i oat.. � •t RICHARD SKINNER SEE DETAIL C1/S-6.0 „;;, 8x16 CMU BOND BEAM &ASSOCIATES, ARCHITECTS FOR TYP.GABLE END ` ` ''' w/2#5 T&B. ® ELEV. "":� BRACING. NOT SHOWN 19'-2" f Iz 5/8 2245 St Johns Avenue Jacksonville,FL32204 VAPOR BARRIER OVER a3 PLYWOOD FOR CLARITY. 904.387bO_ r�mRATED SHEATHING Lcene#AA26001539 (REFER TO GENERAL NOTES ON SHEET S-1.1 ) NUT & WASHER �J SEE Consultants DETAIL C3/S-6.0 r • �,. -� � •,' 8x16" CMU BOND BEAM 2x -CEILING JOISTS CEILING, ►;�. �� CONT.2x LATERAL BRACE SEE PLAN FOR SIZE & � y � •.� ... HANGER INFO. 4'-0"OC. MAX. SEE PLAN. ;; BEYOND ', ,;; w/2#5 T&B. ® ELEV. STRUCTURAL ENGINEER 18'-6"± RAFTER BEARING v 5,/8 " GYP. WALLBOARD = ', ELEV. VARIES. , PT.2x_ .. NAILER #� - .:. .:�•:: �"� � � 6'-4" TOP PLATE , ,� z ¢H. <x , ,� .. — PROVIDE SIMPSON LSTA18 STRAPS �" EL. +17'-10" G. M. Hill Engineering Inc STUD ®GABLE END WALL.; 303 Clearwater Dr (2) 2x PLATE WALLBOARD Ponte Vedra Beach, FL 32082 -"" s '.:• NOTE: SEE ARCH. 3/A3.1 1/2" THREADED ROD GYP. WALLBOARD 9042808244 Contact: 042808244Contact: Gina Hill FOR SIZE AND PROFILES OFr�. 2x STUDS ®16 O.C. RAFTER TAILS AND rte, a •^ OUTRIGGERS. T SUB -FL -SECOND 3"`"` �`" FLOOR -UPPER TONGUE &GROOVE 4 STURDI-FLOOR 4 RATED SHEATHING SUB FLOOR PLYWOOD SHEATHING , EL. +11'-6" (REFER TO GENERAL NOTES PT.2x_LEDGER GLUED & FASTEN TO WOOD TRUSSES 6" CONC. SLAB w/ ON SHEET S-1.1) SEE PLAN.;..:. OR JOISTS w/10d COMMONWISE NAILS #4®12"OC. EAMAY 0 6"O.C. CSD EDGES & 12"O.C. s fiti 2x -ROOF RAFTERS INTERMEDIATE. oo k; ::.: • : f :. SEE PLAN FOR SIZE 2x- '-r" s •; 6" CONC. SEE B3 F HOOK TOP BAR 24 THIS SHEET FOR REINF. &CONNECTIONS. SILL R. INTO CMU. TYP. UPPER FIN.FLR. ELEV. SEE ARCH. s' SEE CONVENT'L. ROOF NOTES' or PLANS FOR RAFTER UPLIFT FI_R. JOIST XJ85's ;;'. �7 „•" CONNECTIONS TYP. SI_E PLAN FOR SIZE & Seal CONNECTION TO BEAMS. C Ti rT FACIA a:, 2x -STUDS ® 16" O.C. !•T SEE ARCH.(2) 2x PLATE /1x6 T&G BEAD /2x -CEILING JOISTS GYP. WALLBOARD "s � •-;• �, ;,- BEAM BOARD SEE ARCH. SEE PLAN FOR SIZE & ., SEE PLAN CONNECTION TO 3" CONNECTION ALL -THREAD ROD THRU 2x STUDS 0 16" O.C. `r s 4 RAFTERS & LEDGER. CENTER OF COL. & (4)2x BEAM. 8" CMU SEE PLAN ' '� ;% 1/2" THREADED ROD FOR REINF, 8"SQ. HB&G PERMACAST 2x_BLOCKING a; FOR MANTLE SEEARCH. STRUCTURAL COL. TYP. SEE PLAN a^ @ REAR PORCH. (SEE NOTES ON SHEET VERIFY ACTUALL COL. PLACEMENT SHEATHING OVER ¢ FIREBRICK 1• r S-1.2 & S-1.3 FOR w/ARCH. DRAWING. VAPOR BARRIER OVER MSEE ARCH, ANCHORAGE OF SPF#2 2x_ STUDS 0 16" O.C.,. (4)2x_BEAM/FDN.) t rr 3, HEARTH STONE R U E G E R °�° � •� SEE ARCH. a 0 ALL -THREAD ROD FROM STONE HEARTH TO ��. BEAM ABOVE MIN. 7 EMBED 8" CONC. SLAB w/ ALIGN w/FINISH DOWELS TO MATCH RESIDENCE VERT. REINF. .. 0 w/MIN. 22" EDGE DISTANCE. 01 w = P.T. 2x SILL PLATE: ±; ' ,,., .� • : r' �&B 18"OC. EAMAY FLOOR' - 0 2?< 2th Street 3"TALLx10"WIDE 2 V) •' T SUB -FLOOR FIRST FLOOR �� / Jh FIN.FL.R. ELEV. , . .,,., .:. EL. +0 o Atlantic Beach Florida PEDESTAL. - SLOPE :::;'''�':..';::'..'•.:.'.:::;� �;.x:: :+��: r M 8" CMU SEE PLAN ' x„ 1 ; FOR REINF. DOWELS TO MATCH PT.2x_FLR. + ..: 8” CONC. SLAB w/ 32233 ZZ 77 77 77 Wzz_/z a • VERT. REINF. JOIST SEE PLAN. / :f #4018"OC. EAMAY lair :. ' PT.2x SEE PLAN. BRICK VENEER NOT THRU-WALL FLASHING SHOWN FOR CLARITY. SEE DETAIL C4/S-5.0 PT.2x4 /\ SEE ARCH. FOR INFO NOT SHOWN. NEW RESIDENCE TOP OF FTG. SEE PLAN z - - �' r #5®12"OC. EAMAY p ..; : ' is • :.'• •: 3 • .;' \ ISSUE 7X W. All TOP OF FTG. • \ * ' :a: `� w j' :�: no. date description ` - SEE PLAN p a' " A I FEB 4 0 PROGRESS SET '. '••'� :r 70, #5CaAl2"OC. EAMAY � 7'-0" 2 5/15/09 PROGRE55 SET SECTION @ REAR PORCH/2-STORY WALL SECTION THRU FIREPLACE SECTION THRU FIREPLACE B2133B4 3 5/28/09 PERMIT ISSUE SCALE: 1 2"=1 '-0" SCALE: 1/2"=V-0" '-0" SCALE: 1/2"=V-0" '-O" RATED SHEATHING SEE CONVENT'L. ROOF NOTES OPENINGS LESS THAN OR EQUAL TO 44" SHALL USE (REFER TO GENERAL NOTES or PLANS FOR RAFTER UPLIFT (1)CRIPPLE & (1)KING STUDS EA. SIDE OF HEADER. ON SHEET S-1.1) CONNECTIONS TYP. OPENINGS LESS THAN OR EQUAL TO 76" AND GREATER THAN 44" SHALL USE (1)CRIPPLE AND (2) 2x -CEILING JOISTS REVISIONS 2x -ROOF RAFTERS PLAN FOR SIZE KING STUDS EA. SIDE OF HEADER. SEE SEE PLAN FOR SIZE &CONNECTIONSOPENINGS LESS THAN OR EQUAL TO 100" AND NUT AND 3 x 3 x 1/4" no. date description . & CONNECTIONS. GREATER THAN 76" SHALL USE (2)CRIPPLES &(3)KING WASHER (TYP.) STUDS EA. SIDE OF HEADER. USE SIMPSON SPH4/6 OR LSTA18 ® 32" O.C. 5/8 GYP. " FLOOR DECK OPENINGS LESS THAN OR EQUAL TO 124" AND REQ'D AT OPENINGS OVER 4'-0" 10d ®4 O.C. SEE GENERAL NOTES. WALLBOARD GREATER THAN 77" SHALL USE (2)CRIPPLES & (2) 2x PLATE GYP. WALLBOARD (3)KING STUDS. (2) 2x TOP PLATE 1'-0" " FOR SIZES NOT INDICATED SEE PLAN. lo NOTE: SEE ARCH. 3/A3.1 2x STUDS ® 16 O.C. FOR SIZE AND PROFILES OF RAFTER TAILS AND 20 THREADED ROD. ts" OSB. DIA FASTEN SHEARWALL IS oo OUTRIGGERS. TO TOP PLATE W/ ALIGNED DIRECTLY , (1) SIMPSON MSTA24 BENEATH FLOOR TRUSS (2) ROWS 10d® 4-O.C. STRAP EA. END OF oo oe OMIT HORIZ. OSB. & & 2x4 NAILER W/" EXTEND WALL SHEATHING HEADER FOR OPENING PT.2x_RIM JOIST (1) ROW 10D 0 4 O.C. EX TOP FLANGE EA LESS THAN 5 -0 . SEE PLAN.p le TYP. FLOOR TRUSS. (2) SIMPSON MSTA24 P.T. 2x SILL PLATE 3" DECKING STRAP EA. END OF 4 HEADER FOR OPENING GREATER THAN 5'-0" OILFIN.FLR. ELEV. FLOOR FRAMING LESS THAN OR EQUAL ROD EMBED SEE I 9'-0" ON PLA DETAIL C3/S-5.0 PT.2x-FLR. JOIST INT. SHEARWALL. 9'-0"TYP.OU.O.N.U. .N. ON L SEE PLAN, SEE PLAN. FRAMED AREAS. 2" PLYWOOD (ON ONE SIDE) BLOCKING PANEL PARALLEL TO BETWEEN FLOOR TRUSSES (2x4 SPF ALL AROUND) FLOOR FRAMING COUPLER PERMITTED ATTACH TO DOUBLE TOP PLATE W/5 -16d NAILS (TYP. IF REQ' BETWEEN EA.FLOOR TRUSS. PERPENDICULAR TO FLOOR FRAMING a SEE DETAIL A4/S-5.0 NS. 6" 3" S S AND TO D. 1/2 ROD 2x P HEADER SEE PLAN (#) JACK STUD SEE SCHEDULE U.O.N. PLANS. (#) 2x FULL LENGTH (KING) SEE SCHEDULE U.O.N. ON PLANS. RIDGE 7 LVL. SEE PLAN & LEGEND 10 " THREADED (TYP.) 3" 6" 3" ol RIDGE 8 LVL. SEE PLAN & LEGEND Scale: M Project No.: 0804 Drawn by: RAW Checked by: GM11 $" SADDLE R. w/(4)2"O THRU BOLTS Sheet Title • LVL. RIDGES & (2)Z"O THRU BOLTS • PSL.COL. TYPICAL WA L L PSL COL. SEE PLAN DETAILS SILL LATE Sheet Number FOR INFO NOT SHOWN. SEE C3/S-5.0 FOR EMBEDMENT • 1 -STORY WALL SECTION INT. SH EAR WALL @ FLOOR WALL_ ELEVAT @ ON SADLLE PLATE CONNECTION � Al A2 �, Cp GPENINU A3 LVL/LVL RIDGE BEAMS A4 I SCALE: 1 2"=1 '-0" SCALE: 1 /'2"=1 '-0" I SCALE: 1/2"=-0" '-0" SCALE: 1 "=1 '-O" PERMIT ISSUE SET RIDGE SEE PLAN GYP. WALLBOARD .- RAFTERS (TYP.) 1/2" THREADED ROD -` TONGUE & GROOVE 4 STURDI-FLOORv SUB FLOOR PLYWOOD SHEATHING GLUED & FASTEN TO WOOD TRUSSES C 'f 2x STUDS ® 16" O.C. OR JOISTS w/10d COMMONWISE NAILS (4) 12d NAILS (TYP.) (4) 12d NAILS ® 6"O.C. ® EDGES & 12"O.C. oats, �' v�a lo CRAFTER INTERMEDIATE. RICHARD SKINNER 10 SEE PLAN & ASSOCIATES, ARCHITECTS 2x_ 2245 St Johns Avenue Jacksonville, FL32204 SILL R.. 904.387.6710 w .rs-architects.com FLR. JOIST WI -60 �, UPPER FIN.FLR. ELEV. License#AA26001539 Wx X, ALL STUDS. SEE PLAN FOR SIZE & SEE ARCH. Consultants JOISTS (TYP.) I MIN. 2x8 RIDGE W/ CONNECTION TO BEAMS. RAFTERS ®24" O.C. FLR. JOIST WI -60 EA. RAFTER USE: TYP. SEE PLAN FOR LOWER FIN.FLR. ELEV SEE PLAN FOR SIZE & 2x6 BLOCKING i„ SIMPSON (2)H2.5A or E SIZE. SEE ARCH. CONNECTION TO BEAMS. STRUCTURAL ENGINEER ® 24" O.C. 2 PLYWOOD SHEATHING ® WALL & LSSIJ26 SEE SHEET S1.1 FOR NAILING PATTERN. BL. RAFTER RIDGE TYP. (2) 2x PLATE MIN. 2x4 SPF STUDS ® 16" OC.GYP. WALLBOARD G. M. Hill Engineering Inc earwater Dr @ 32" SON SP ---2 TOP LVL. LEDGER---X2x STUDS ® 16" O.C. Ponte Ved al Beach, FL 32082 EXT. WALL OR ® 32" OC. SEE PLAN FOR SIZE„ 904 280 8244 INT. SHEARWALL & CONNECTION TO WALL. 1/2 THREADED ROD Contact: Gina Hill SIMPSON LSTA1 ® 32” OC. TYP. ROOF SHEATHING. USE AT EXTERIOR WALLS AND INTERIOR DOUBLE ROOF SHEARWALLS WHERE WALL IS PARALLEL WITH RAFTERS. TRUSSES BLOCKING @ PARALLEL WALL TYP. DORMER FRAMING SECTION @ INT.WALL @ FLOOR (TWO JOISTS) C� C2 ELEV. CHANGE C3 SCALE: 1 =1 -0 SCALE: 3/4"=1'-0" SCALE: 1 /2"= 1 -0" VAPOR BARRIER OVER RATED SHEATHING NOTE: SEE ARCH. 3/A3.1 RATED SHEATHING 2x -ROOF RAFTERS 2x_COLLAR TIES IN UPPER Seal (REFER TO GENERAL 2x STUDS ® 16" O.C. FOR SIZE AND PROFILES OF NOTE: SEE ARCH. 3/A3.1 (REFER TO GENERAL NOTES SEE PLAN FOR SIZE 1/3 OF RAFTER. SEE CONV'L. RATED SHEATHING NOTES ON SHEET S-1.1 ) RAFTER TAILS AND FOR SIZE AND PROFILES OF ON SHEET S-1.1) & CONNECTIONS. ROOF NOTES FOR ATTACHEMENT �``"'' (REFER TO GENERAL NOTES 2x -SILL R. OUTRIGGERS. RAFTER TAILS AND ON SHEET S-1.1) 2x -ROOF RAFTERS - OUTRIGGERS. (2)PLY LVL. RIDGE BEAM SEE PLAN FOR SIZE & CONNECTIONS. SEE PLAN. BEAM TO BE CU N �Z DOWN @ OVERHANG SEE 2x -ROOF RAFTERS 2x -CEILING JOISTS 12 ARCH. SEE PLAN FOR SIZE g SEE PLAN FOR SIZE & CONNECTIONS. RATED SHEATHING & CONNECTIONS. aacH (REFER TO GENERAL NOTES SEE DETAIL C1/S-6.0 ON SHEET S-1.1) (2)2x -TOP R. -- 5/8 "GYP. FOR TYP.GABLE END P.T. 4x14 BEAM WALLBOARD VAPOR BARRIER OVER BRACING.OR NOT SHOWN SEE CONVENT'L. ROOF NOTES RATED SHEATHING or PLANS FOR RAFTER UPLIFT (REFER TO GENERAL CONNECTIONS TYP. NOTES ON SHEET S-1.1 ) NUT &WASHER N C'SINK.(2)2"O LAG BOLTS NUT & WASHER SEE DETAIL C3/S-6.0 RU EG E R 7J" I IN HORZ'L. 4x6 MEMBER & SEE DETAIL C3/S-6.0 2x -CEILING JOISTS z 4x4" VERT. MEMBER. SEE PLAN FOR SIZE & RESIDENCE FACIA (2) 2x PLATE HANGER INFO. SEE ARCH. RAFTER BEARING 5/8 GYP. WALLBOARD 12th Street „ SEE ARCH. ELEV. VARIES. Afilantic Beach, Florida 7 PROVIDE SIMPSON LSTA18 STRAPS VAPOR BARRIER OVER (2) 2x PLATE EA.STUD ® GABLE END WALL. 32233 STRUCTURAL BRACKET: 4"x6" RATED SHEATHING TOP 4"x4" VERT. & DIAG. (REFER TO GENERAL GYP. WALLBOARD BRACING - BOLT INTO WALL NOTES ON SHEET S-1.1 ) STUD w/(4)2"0 LAG SCREWS 2x STUDS ® 16" O.C. MIN. 41 EMBED ® WALL. TONGUE & GROOVE 4" STURDI-FLOOR NEW RESIDENCE SUB FLOOR PLYWOOD SHEATHING GLUED & FASTEN TO WOOD TRUSSES 00 1/2" THREADED ROD -GYP. WALLBOARD SEE ARCH. OR JOISTS w/10d COMMONWISE NAILS ISSUE ® 6"O.C. ® EDGES & 12"O.C. 2x STUDS ® 16" O.C. ---2x STUDS ® 16" O.C. INTERMEDIATE. no. date description I FEB 4 O PROGRE55 SET 2x_ FLR. JOIST XJ85's SEE PLAN 3P-3" TONGUE &GROOVE 4" STURDI-FLOOR SILL R. FOR SIZE & CONNECTION TO BEAMS. 2 5/ 15/09 PROGRE55 5ET SUB FLOOR PLYWOOD SHEATHING UPPER FIN.FLR. ELEV. SUPPORT BRACKET @ GARAGE 3 5/28/09 PERMIT 155UE GLUED & FASTEN TO WOOD TRUSSES B � OR JOISTS w 10d COMMONWISE NAILS SEE ARCH. LOW ROOF @ 6"O.C. ® EDGES & 12"O.C. NUT &WASHER SCALE: 3 4"=1 '-O" 2x SILL PLATE INTERMEDIATE. SEE DETAIL C3/S-6.0 ot UPPER FIN.FLR. ELEV. PT.RIM JOIST SEE ARCH. MAX. SEE PLAN. (2) 2x PLATE FLR. JOIST 16" XJI 85's 1x6 T&G BEAD REVISIONS o SEE PLAN FOR SIZE & 3x LVL. BEAM BOARD OVER 2x CEILING GYP. WALLBOARD no. date description x CONNECTION TO BEAMS. SEE PLAN JOISTS. „ DBL.STUD ® END OF SHEARWALL o 2x STUDS ® 16 O.C. OR GIRDER TRUSS. SEE DETAIL FASTEN CORNER aw BELOW FOR NAILING PATTERN. POST TOGETH W/ (2) 2x PLATE ALL THREAD ROD 1/2" THREADED ROD 12d NAILS ®6" OC. SEE PLAN. (STAGGERED) CORNER POST 1/2" THREADED ROD �- GYP. WALLBOARD o o �-2x STUDS ® 16" O.C. SHEATHING OVER 4" g" 10"SQ. HB&G PERMACAS VAPOR BARRIER OVER MAX STRUCTURAL COL. TYP. SPF#2 2x_ STUDS ® 16" O.C. DOUBLE ROD INSTALLATION 0 FRONT PORCH. (SEE NOTES ON SHEET S-1.2 & S-1.3 FOR ANCHORAGE OF SEE PLAN 10, (3)2x_BEAM/FDIC) P.T. 2x SILL PLATE P.T. 2x SILL PLATE 4" DECKING Scale: �-Is el dk FIN.FLR. ELEV. Project No.: 0804 � FIN.FLR. ELEV. ROD EMBED SEE Drawn by: RAW .PT.2x_FLR. JOIST DETAIL C3/S-5.0 :• d';� Checked b GM11 1 ® 2x6 / SEE PLAN. / Y' 12 ® 2x8 Sheet Title SEE DETAIL A2/S-5.1 N N FOR !NFO NOT SHOWN./ \ \--------SEE DETAIL C4/S-5.0 TYPICAL WALL FOR INFO NOT SHOWN. NAIL FROM ADD 3rd / \ �LDETAILS OTHER SIDE (2)2x 2x a OF 2nd PLY. \ Sheet Number .. .4(2)2x a '' SEE DETAIL A4/S-5.0 2x6 OR 2x8 2x4 FOR INFO NOT SHOWN. � •. NAILING PATTERN NAILING PATTERN • A:S�6*2 ' d BUILT UP MEMBER 8c 2—STORY FRAMED WALL. SECTION �- `SECTION @ FRONT PORCH 2—STORY WALL DBL. ROD INSTALLATION DETAILS Al A2 A4 PER SCALE: 1/2"=l' -O" SCALE: 1 2 =1 -0 _. _ SCALE: 1/2"=l' -O" MIT ISSUE SET ELD FIRST FLOOR POWER PLAN 1/411 = 1 1-011 .ECTRIC POWER LEGEND ' FLOOR DUPLEX RECEPTACLE DUPLEX RECEPTACLE SWITCHED DUPLEX RECEPTACLE ABOVE COUNTER DUPLEX RECEPTACLE FIELD VERIFY EXACT HEIGHTS QUADRUPLEX RECEPTACLE 1, :LK RECESSED CLOCK RECEPTACLE SPECIAL PURPOSE RECEPTACLE (TO MATCH EQUIPMENT) SMART JACK 2- 1 COAX, 1 CAT 5E SMART JACK 4- 2 COAX, 2 CAT 5E JUNCTION BOX TELEPHONE I DISPOSAL 42" ABOVE FLOOR 220 VOLTS GROUND FAULT INTERRUPTER r WATER PROOF METER WITH SHUTOFF r DISCONNECT SWITCH GARAGE DOOR SWITCH (PUSHBUTTON) SECURITY SYSTEM TOUCH PAD AUDIO SYSTEM KEYPAD THERMOSTAT ELECTRIC PANEL SECOND FLOOR POWER PLAN 1/411 1 1-011 RICHARD SKINNER &ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.r architecE.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 12th Street Atlantic Beach, Florida 32233 IS NEW RESIDENCE ISSUE no. date description I FEB 4 05 PROGRESS 5ET 2 5/15/09 PROGRESS SET 3 5/20/09 PERMIT 9ET 4 5/28/09 1 PERMIT SET REVISIONS Io date description 1 4.20.09 revisions Scale: VARIES Project No.: 0804 Drawn by: CAD Checked by: RGS Sheet Title 1ST & 2ND FLOOR POWER PLAN Sheet Number E�l 4,-1I PERMIT SET FIRST__FLOOR ELECTRICAL PLAN 1/411 = 1 1-011 LIGHTING FIXTURE SCHEDULE OA SURFACE MOUNTED LIGHT --( -B PENDANT LIGHT 10 C1 RECESSED ADJUSTABLE DOWNLIGHT ® C-3 RECESSED DOWN LIGHT- WET LOCATIC C4 RECESSED WALL WASHER - ADJ. GIMBLE C5 RECESSED PIN LIGHT D STEP LIGHT E INTERIOR SCONCE 2E1 EXTERIOR SCONCE CHANDELIER IN-LINE EXHAUST FAN H J O FLUORESCENT CEILING LIGHT }--C K UNDER COUNTER LIGHTING 0} L CLOSET LIGHT (INCANDECENT) ❑ M CLOSET LIGHT (FLUORESCENT) �N EXTERIOR FLOOD LIGHT P EXTERIOR CEILING FAN XQ INTERIOR CEILING FAN _9R CLOSET LIGHT SMOKE DETECTOR Ca Abe) n mono X ,(de de t,ecio re `/'iY'�d SCq oc)te.. SECOND FLOOR ELECTRICAL PLAN 1/411 1 1-011 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.367.6710 w ,rs-architects.com License #AA26001539 Consultants STRUCTURAL ENGINEER G. M. Hill Engineering Inc 303 Clearwater Dr Ponte Vedra Beach, FL 32082 904 280 8244 Contact: Gina Hill Seal RUEGER RESIDENCE 3212th Street Atlantic Beach, Florida Ie 2233 I NEW RESIDENCE ISSUE no date description I FEB 4 05 PROGRESS SET 2 5/ 15/09 PROGRESS SET 3 5/20/09 PERMIT SET 4 5/28/09 PERMIT SET REVISIONS no date description 1 4.20.09 revisions Scale: VARIES Project No,: 0804 Drawn by: CAD Checked by: RGS i See�jTit2 N D FLOOR ELECTRICAL Sheet Number I. 2 I , PERMIT SET