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74 W 6th Street i it 11] NN J, 2,ltj f if ;t it AC it W-8" "ass Occupancy C.'e"ici r-rx 3'T 60"Lx3Off "Group R-3 Tub/Shovi T-3ff ler lid it Al 9! V 0) X 0) ij N 14 W- B dr.2 M If 5w Bdr. I J q I , If Emergency 'k Ern&"Jwcy egress K t egrea-Ps P q? C 1T-0 T14 N I J C3 REF. rw wr-,s,6F 0 V-87 V-6"�- 3,� lo ----------------- to Z-V x V-fr BF 2'1 1'x 6*-r DW 17-0" U W-Off RM 1- Emergency egress fA P, Iz� J Alote'AC and V11H to be in attic Ul if Co t Master t N Deck Dining if Id j Attfic Access w D Ir4r BF 3'0'x 64r 5'0*x Coiling W.to be 9' it Note, it "j, CV) jq T Living Rim. if A I '1� if 14�-X--+ ;0 Garage -- ---------- (0 7�-Off t 6�-6ff T-J 15�-9ff f Z it co §q. Footage tj AIC Area 1250 I; 280 (Oarage 10'trx 1716"OHD - - --------- If ------------ ------ ----------- — �j, T FLOOR PLAN S h,t 2 Scale 114'li--- 1.(Y (]TU0b1LS;hi00Vi er it IS I d2-5- h I�ji i if ij it�K 1 11 1 i V,� if I I it kV Lot Coverage Chris Danser Foundatior� 1552 I Legal: Lot 2,Block 74,Section "H"Atlantic Beach,as recorded in plat book 18, page Driveways entry 385 1065 16th St N. 34, of the curTent public Deck 96 records of Duval County, Florida Jacksonville Beach FL. 400 Total non perVious surface 2033 30�-o 283134 �j ----------- Lot size lit 5100 T j Lot Coverage-�?03315100-40% i it A t l! 4 01 t i IN MONOLITHIC SLAB n AC Y 4"FIBER MESH N CONCRETE SLAB ON VAPOR 2#4 REBAR (jl� d..k BARRIER ON CLEAN DIRT FILL <Z) (TYP.) Q) LO Or :it fndicates It k Foundation drainagL 14'0' "k V W-61f A 'X 14'3" ——--------- Slope 81 0" U, �10 15�-Y' M N co T I" Q) Note: A foundOltion INDEX �v survey shafl be, West 6th st. performed and cg cop of Y 14�-9 I Site Plan Foundation Plan the Survey shaill be on t inspectors use Pprior to 2. Floor Plan "�SITE PLAN site for the buildjing ming inspec n, or all t property marke shall J 3 . Elevations be exposed ano a string Scale 118"=1'011 Ji FO UNDA TION PLA N strectched ftn�[marker H to marker to ve A� 4. Electrical Plan rfify I it! �T i ff ?off Scale 114 =I required setbaci ks. ufl, if It �ij Zk 5. Wall Section -,0v ll�J� f111A U"I 11 ;mn,; , % _701 M AR hT-1 I side Elevation Scale 118 1.0' R ear Elevation Scale 1/8 =1.0' R I P lei :�I V i tv W, lit t;A; IV K, zlp levation Side E 1 0 Scale 1 Fro Elevation I lq c 118 1.0 a e Sht.3 jLr RAT , inw It lit 1: i I II I I I - � I� I I I I � I I i � I I I � I I � : I; "I � F 11 � ; 4� � ! 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I :1 19 � :1 . 1 1 i I I- ---..----- 11 I I �-�,,.Du..Nlw.w,doiduggLVLI��.,L��l,.i,,- - k" ,!, i,,!v� i ;1: il ll I I; I I I I 11,11 M c if [I , A 1, 102, -:0 cn > 10 '1:3 Q) -,: — CD r— r— d 0 cn CD CD Q 4 65 co N -T (D IU T Ft CD Q) (D Q) -a C-- 0- Z3 lu CD 'J if Q) C L) z a, z CD t C6 48'-0' Q) N3 It if ko C/) f 4h. 131 1010, t _TJ Zr 8'-G" no m"!�, LN if 20'-0' Z� t 102'-0" cr io ON f, %J if it I fill I flif" it! 41,1 t mail GENERAL N( q )TES: WOOD: R CODfr FL P.E. #59660 PINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., D6 CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWING MAX 19% MOISTURE CONTENT U.N.O. S WITH D 2007,FFLOR _IDA BUILDING CODE'RESIDENTIAL' ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, 1210 LANE AVE.SOUTH DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VE*IFICATION OF ON OF ANW PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR tONCRETE SHALL BE PRESSURE PRESERVATIVE MINI tUM DESIGN CRITERIA: JACKSONVILLE,FL 32205 EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTI CA%TION,TYPE,AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. (904)781-4119 COMPONEN"rs. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LO T WITH CONCRETE WIND LOADS: ONLY BE US!tD FOR ABOVE GROUND CONTAC DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERT OPENINGS, BORATE TREATED WOOD SHALL bF SLAB PLATES AND LEDGERS. OR MASONRY APPLICATIONS. SUCH AS TOP' INDEX: ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. WIND SPEED: 120 ij r REGULAR INSPECTION AND MANTENANCE OF.WOOD, WOOD-BASED AND METAL PRODUCTS USED Sl --STRUC7URAL NOTES WIND EXPOSURE: C if DIGIACOMO ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND IMSPECTION OF SUCH CONTINUED, LONG TERM PERFORMANCE. S LIN WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FR ESE PLANS. ALL WEATHER PROOFING, FLASHING ETC. IS BY OTHERS. S2.1 --ROOF PLAN 0$4 TH LOCATED IN THE COASTAL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CON VCTION AND SHALL ST0 S3.1 --DETAILS 0 WIND-BORNE DEBRIS REGION. --DETAILS AND REGUL*TIONS. LAMINATED VENEER LUMBER(LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 295 S3.2 DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES 10A CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRtED TO STABILIZE PSI MIN. AND 2x 6 PSI MODULUS OF ELASTICITY MIN. U.N.O. S4.1 --DETAILS WINDOW PROTECTION FOR FLYING NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION Ili COMPLETE. ATTACH 2-PLY LVL WITH (3) ROWS OF .131"x3"GUN NAILS 12" O.C. EACH FACE. U.N.O. j DE%RIS IS REQUIRED BY CODE. REVISIO NT CODES AND ATTACH 3 AND 4-PLY LVL WITH (2) ROWS OP 1/2" DIA. BOLTS 12"O.C. U.N.O. PLANS VOID TWELEVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRtf PRACTICES APPLICABLE AT THAT TIME. PRO CTION OF WINDOWS FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS Ell",0- FOUNDATIO N: UNLE!KS GLAZING IS IMPACT RESISTANT OR PROTECTED OF .131"x3"GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. ;UN PACITY OF FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOIL BE G CA WITHi APPROVED HURRICANE SHUTTERS. GLAZED 0 -ED RISKS T CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIAl WINftWS AND DOORS ARE TO BE PROTECTED WITH REGARDING OBTAINING A SOIL INVESTIGAION. OWNER/CONTRACTOR SHALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. 7/16", OSB OR PLYWOOD PRE-CUT TO COVER OPENING. BEARING CAPACITY AND SUITABLILITY OF SUBSURFACE CONDITIONS REPO RT FFROM A ATTACCH TO WOOD SUPPORT WITH #8 WOOD SCREW TION AND SOIL REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPA)RA -PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. BASE-lb ANCHOR PERMANENT CORROSION-RESISTANT ATTACH 2 COMPACTICN SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. ATTACH ADDITIONAL PLIES WITH .131"x3" GUN NAILS 6" O.C. UP TO 4-PLIES. UNLESS NOTED PENE�TRATING WOOD A MINIMUM OF 2"AT 8"O.C. AT u 3: OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. OPPQhSING ENDS OF PANEL. MAX. PANEL LENGTH= 8' C' �ED TO A DENSITY FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPA TT 0 Ce LL AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY(ASTM-D 1557). FiL BUILbING CATEGORY: II SHEATHING: DEATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHEfg MEANS OF INT. PPRESSURE COEF: .18/ENCLOSED Z SHALL BE TI WALL SHEATHING: 0 00 PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER DATE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD RES 57A11- ��ONENT AND CLADDING WALL OPENING PRESSU CONCRETE: '3,000 psi F 3p3,-el - _tti '00 Cl (OSB). SPAN RATING NOT LESS THAN 24/16,THICKNESS NOT LESS THAN 7/16- U.N.O. OR 0 Rof 0/0,4 p,0 (2H)ENING SIZE(SQ. FEET) PRESSURE (PSF) z Ay lupr AND SLABS OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILS FO NO MINIMUM reaDeSSIVE: DESIGN STRENGTH OF CONCRETE USED w, PS O.C.TOP AND BOTTOM PLATES.BLOCK ALL PANEL EDGES. 0-10 +32, -42 AT 6" O.C. EDGES AND 12" O.C. FIELD. 4 SHALL B PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO AS#M A615 GRADE 40 N <zm -50 10 +29, -40 LONGITUDI14AL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINLVOUS AT CORNERS LAP OF REINFORCING ROOF SHEATHING: Lu 3: 50-100 +28, -37 z-ce AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM 100+ +27, -34 EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD SHALL BE 41) BAR DIAMETERS, BUT NOT LESS THAN 20 (OSB). SPAN RATING NOT LESS THAN 24/16,THICKNESS NOT LESS THAN 7/16" U.N.O. OR GRAVITY LOADS: w IL POL HYLENE OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. -zo ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 p* - YT ROOF FLOOR IMIFORCEMENT WITH ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6 0 C. FIELD. VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER-MESH RE TOP CCHORD LIVE: 20 PSF 40 PSF A MIN. 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH ASTM-C 116. IN LIE& OR IN SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR TOP(Z!HORD DEAD: 7 PSF 10 PSF P, CONJUNTION WITH FIBER-MESH REINFORCEMENT 6x6 Wl.4xl.4 WWM LAPPE00'AT EDGES AND MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK BOTT�OM CHORD LIVE: 10 PSF 0 PSF "lp STRUCTURAL NOTES PANELS AT 12" O.C. ENDS CONFORMANCE WITH ASTM-A 185 SET CENTERED IN SLAB. BOTTfoM CHORD DEAD: 5 PSF 5 PSF AND SPECIFICATIONS DECKt <loo FT-2 LIVE: 60 PSF SLUMP SHALL BE BETWEEN 4"TO S", NO WATER WALL BE ADDED AT SITE. TROWEL FINISH FLOOR SHEATHING: DECKt >100 FT-2 LIVE: 100 PSF EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BROOM FIN�ISH FOR EXTERIOR EXPOSURE I APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR DEAD) LOADS ARE SUPERIMPOSED. WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY I" DEEP SAW CU�T CONTROL JOINTS ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24,THICKNESS NOT LESS U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS ABB ORIGINATING AT CORNERS AND APPROX. 12'xl2' GRID THROUGHT SLAB WITH#N 12 HRS OF THAN 23/32 VIATIONS ITH ACI 31§ DETAILING REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE ARCfR.-ARcHITECT SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE W SIMP.-SIMPSON STRONG TIE O.C. EDGES AND 6" O.C. FIELD. B.Oj�._BOTTOM OF FOOTING S.W.-SHORT WAY MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6' st CONiT.-CONTINUOUS 0 CONCRETE CAST AGAINST EARTH 3" T.O.C.-TOP OF CURB DIA,--DIAMETER DATL 5-6-2009 --EACH WAY T.O.S.-TOP OF STEEL FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" T.O.G.-TOP OF GRADE OWN INTERIOR SLABS, WALL 3/4 A, m il, F.F.FE.-FINISHED FLOOR TYP.-TYPICAL E.WL JOB NUMBER: H9043833 ELEVATION U.N.O.-UNLESS NOTED MASONRY: FASTENERS: L.W'--LONG WAY OTHERWISE jM`S4_T2 MASONRY EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTH EPDXY ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5, W-WITH BUILDING CODE. 'SET'OR'AT' ADHESIVE. ALL ANCHORS SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO CENTER MIN --MINIMUM WDO-WOOD DESTROYING OF ANCHOR EDGE DISTANCE WITH MIN. 7" EMBED U.N.O. INSTALL PIER MANUFACTURERS WRITTEN O-C--ON CENTER ORGANISM INSTALLATION PROCEDURES. P.T.4PRESSURE TREATED W/O-WITH OUT CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARING 6ONCRETE MASONRY UNITS, TYPE 1, GRADE li NORMAL WEIGHT, WITH A MIN. COMPRESSION S-rjRENGTH OF 2000 PSI SIM�--SIMILAR i W.W.F.-WELDED WIRE FABRIC if T F'm 1500 PSI. DO NOT INSTALL THREADED RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY if OR GREATER SHALL BE MAINTAINED AT INTERFACE. FILLED GAP OF 1/8 MORTAR SFALL CONFORM TO ASTM C270 TYPE S USE COMMON WIRE NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS WITHOUT SPLITTING WOOD. iCOMPRESSIVE GROUT WHIEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 28 DAW SIZE AGGREGATE, PR(§kVIDE A SLUMP BETWEEN WAND 11". METAL FRAMING ANCHORS: STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8 'IZE INDICATED ON DRAWINGS MANUFACTURED BY N PROVIDE FRAMING ANCHORS OF TYPE AND rlULLUW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR CO ��f -TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRI17EN v[ERAGE ON HORIZ. SIMPSON STRONG G AND VERTICAL FACE CELLS AND WEBS. SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE*Z-MAX'COATED, HOT-DIPPED 8 20-09 _INF. OF#4 AT E- GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR ri HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL Rg 48" O.C., FILL ALL REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZA ETC.) u7r REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. "j, FILE COPY WIRE TIES OR 22 U.S. STAINLESS STEEL AND ZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCATE AT 32" O.C. WITH ZINC-PLATED CONNECTORS. If b)ABOVE FLASHING GA. BY 7/8 STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS m m If TES FL.P.E. #59660 PLAN NO UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS 1210 LANE AVE.SOUTH BEARING ELEVATION=9' 1 1/8"ABOVE DATUM ELEVATION 0'-0"T.O.S. JACKSONVILLE,FIL 32205 (904)781-4119 TYPICAL FLOOR/ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR TRUSSES AT P.T. (2)2xI2 INDEX: 1 BEARING WALLS WITH SIMPSON H8 ANCHOR U.N.O. S1 —STRUCTURAL NOTE P.T. 2x8 DECK AND SPECIFICATIONS JO= AT 16" O.C. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE S2 ---FOUNDATION PLAN CONSTRUCTION BRACING PER BCSI AS PERMENAINT WHERE POSSIBLE S2.1 --ROOF PLAN ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS j, Al S3.1 --DETAILS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE --DETAILS 600 MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10'APART S3.2 S4.1 --DETAILS MAX. REV11IONS: INCHOR PATIO BEAMS AT WOOD BEARING WITH (2)SIMPSON MTS12 A ij EACH END. U.N.O. AfTl ji� SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF AOL EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA 0 SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF I AOI 24 IN D Cle, SHEATHING AT OVERHANGS NOT EXCEEDIN Zx4 MIN RAFTER ROOF U FRAMING W/(3) 10d MANUFACTURER AND MEETING COMPONENT&CLADDING WALL NAILS EACH END. 0,0's j OPENING DESIGN PRESSURES PER SHEET S1. 3 C3 I A P t uj A01 BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8-THREADED Am 0 . u -OR-SI ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE MPSON W5 it z t SSP TO STUDS AD3ACENT TO SPLICE OR TO HEADER EACH SIDE OF uo (n ac z x SPLICE. 0 t 24" O.C, WIS&P LUS26 31 Sa- 0 J noL 1 0 2 Lu ce z -00 EACH El COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS 0 X:7) A02 AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. us 4" 1 TYP. W 4S V.�. LIr. COMPLIANCE WITH ARCHITECTUAL DRAWINGS. ORME 2x4 D uj JI C! FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN lom 7r2x4 D R FRAMING ORMER FRAMING (�2 z ;a- 0 2 J z A3 SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS g L5 2x4 MIN RAFTER ROOF PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN Lu FRAMING W/(3) 10 ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE NAM EACH END. uj GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION rc -2: t CONDITIONS OCCURING THROUGHOUT THE WORK. A01 2 IT, DESIGNATES HIGH CONCENTRATED LOAD. INSTALL FT A an TIE DOWN AND BUILT UP OL MIN NJ STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE 2x6 FLOOR Js 2x6 RIDGI awl ME- AS INDICATED BELOW. ROOF PLAN 24- O.C. W/S&P LUS28 EAjH ENf (2) STUD MINIMUM. (2) SIMPSON HS. ME E A02 R FRAMING INDICATES 3/8" MIN DIA. THREADED ROD LOCATIONS (A3 3 C �T 2x4 DORMER FRAMING 2x4 DORME 7TFi-t4* O.C. TYP. 0 24" O.C. 7YP. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. A01 5 2 S2 . I A01 ti A61 DAI L 543�2009 rol T AOI AOI A ji t (2)SIMP H tj (131 it B02 (2)SIMP H F DORMER ROOF FRAMING PLAN f 2009 J ij T N All j SEE ARCH. FOR TREAD SOLID GROUT FL P.E. #59660 it AND RISER DIMEN. r� : it o 1210 LANE AVE. SOUTH 4 -x—x— JACKSONVILLE, FL 32205 z 904)781-4119 t #4 DOWELS t V-6" S1 NOTES �#4@12" E.W. INDEX: AND SPECIFICATIONS (1) #4 CONT. 1 #4 CONT. S2 ---FOUNDATION PLAN 12" A I VARIES t S2.1 --ROOF PLAN )URSES MAX.:=l 8" NOM CMU GROUTED SOLID F ��- W/I #5 VERTICAL AT 48- O.Cj S3.1 --DETAILS r4—C --DETAILS M N. S3.2 12" 1 AIR 6' S4.1 --DETAILS Al TYPICAL CONCREIFE (2) #4 CONT. 25- MIN T.O.G. TO B.O.F., 1/2"=V LAP, BEND AROUND CORNERS REVISIONS: BLOCK SHEATHING PANEL EDGES A WITHIN 4' OF G.E. WALL. PREFAB WD. TRUSS PER MANUF. AIRS @ 48" #3 OR CH BLOCK BETWEEN OUTRIGGERS ...... ............ 0 16" 0 t W/ BRICK a 81 x 2x4 CONT. BLDCK NAIL t 1 2x OUIRIGGERS 0 24" O.C. W/O BRICK NAIL BOT. C ORD OF TRUSS 0 AND TO TOP PLATE W/12d W/ SINP. H2.5A ANCHOR. %,r.14 I LA U14 %,Bd V NAILS STAGGER SPACED 3" O.C. <— UJ x 7/16-AIDA RATED ROOF SHEATHING u 31 2) 2x4 SYP #2 TOP PLATE. PER SHEET SI. OPTIONAL TYPICAL CMU EDGE 66 W/NAnS S- O.C. MIN. LAP 48 It En z Lu o"r wxo 2x4 BRACING 0 48" O.C. TO B AT 16- O.C. W/7/16- Lu ce Z OT CHORD111 OF TRUSS APPROX. ANGLE 20*-5(r FROM < 00 APA RATED SHEATHING U.N.O. it HORIZONTAL 4' MIN. FROM GABLE END \_of ATTACE W/ (4) 10d NAILS. b tt x Z F.F.E it OF TRUSS APPROX. ANGLE 20*-50' FROM —X—X—X— 4- X_x x z HORIZONTAL 4' MIN. FROM GABLE END 4 ATTACH W/ (4) 10d NAILS. 1, 011-1 it r z be 1=1 10 1 IHE 2x4 BFACING 0 48" O.C. TO TOP CHORD B3 Hui 0 32" O.C. 3/4 VAPOR RETARDER tj SIMPSON LSTA18 FLAT STRAP-----, Lu 0 (1) #4 CONT. 25- MIN LAP NOTE: CROSS BRACING; AND BOT. CHORD BRA(qING NOT ff 2' BEND AROUND CORNERS t 2x4 BRACE 0 48" O.C. EXTEND REQ'D AT SHEATHED SITORAGE SIMP LSTA24 RIDGE TIE 8' FROM GABLE END W/ (2) 10d FLOOR LOCATIONS. JOIST TO JOIST INSTALL OVE pq r: NAILS TO TRUSS BOTTOM CHORDS. SHEATHING DETAILS B1 TYPICAL GABLE END BF�_A�ING B2 TYPICAL EDGE 2x4 DORMER FRAMING 024" Qj/C 1/2- 1' 3/4- V W/ SIMP H8 TO TOP PLATE. S3 . 2 1 1 r 11 i APA RATED WALL APA RATED WALL EDUCE SHEATHING R SHEATHING REDUCE DATE P EDGE NAILING TO 31 O.C. EDGE NAILING TO 3 JOB NUMBER: H9043833 P.T. SILL PLATE W/3/8" MIN DIA. `1�2x4 COLLAR TIE W/(5)12d jdjN DIA. PER P.T. SILL PLATE W/3/8" DFi AT ANCHOR EPDXY SET 7 DEPTH AT NAILS EACH RAFTER ANCHOR EPDXY SET 7 24" O.C. 4" O.C. (2) 2x4 SYP #2 TOP PLATE. W/NAILS 6- O.C. MIN. F LAP 48' FFE '�T x—x—x—x ER LAN "' x —x—x--x 2x4 STUDS 0 16" O.C. INSTALL 'rX x ........... SIMPSON SSP EVERY OTHER . .......... STUD. APA X_ ij� RATED WALL SHEATHING ATTACH IN PER SHEET S1 I'_O':IMIN. ............ ....... . ..... 0.1 ...... .... (2) #4 CONT. 25" MIN LAP. BEND AROUND CORNERS #3 OR ROD CHAIRS (2) #4 CONT. 25" MIN LO, 8' 16" BEND AROUND CORNERS 0 48" O.C. INSTALL SIMPSON H8 TO TOP CHORD OF-PR12PAB 16" #3 OR ROD CHAIRS TRUSS BELOW EVERY OTHER STUD. 0 48" O.C. A 009 lit ci TYPICAL STIRDONA TYPICAL DORMER FRAMING C2 TYPICAL INTERIOR BEARING SHEARWALL Q 3/4- V 314" V j 3/4 ft 8 A 60"Lx3O"W 3" Tub/Shower A Z- 12'-6- 8'8- Emergency egress tI cv) IR, R Cii WL! Wt�,,� :li �i , T tj �ii: U 1!1�1 : q C4 6F 26-.W-64 0 C T fi -------------------- 2'-0" x 61 81BF 2-fl"x 6- DW qp P Note:AC and WH to be in affic ZI lq� w D LO -5 3 i 5'-O"x OW OF J�i X-G'x 6'-8' Note;Ceiling#t. to be 9' ----------- - 2'1 I'x Ot.8" J it ----------- ------- ij ij </ N) 469- U �IT 00 Li Wire for garage d Outside i door opener e/ec. box co Elec' P, 'nit 4 A h, IT-0"x ff-B"OHO ------------------------ ------------- lij� 11j, 011 1b S X3 h0" Ow r A 2- ELECTRIC PLAN i� i� Scale 1.4"= 1.0' T U! q 5 t'' Sht.4 it PLAN NOTES F P.E. #59660 t DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB 1210 LANE AVE.SOUTH 30'-0" ELEVATIONS ARE REFERENCED AS + OR- FROM DATUM. JACKSONVILLE,FL 32205 (904)781-4119 h it EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE 9-4 0-3j" AS SPECIFIED BELOW SPACED 16" O.C.: INDEX: FOR "FLEXIBLE FINISH" L/120 DEFLECTION CRITERIA lit S1 —STRUCTURAL NOTES It 2x4 SPF STUD UP TO NOM 9' WALL HEIGHT. F AND SPECIFICATIONS 4�4 roM. POST W/SEWPSON ABU44 P.T. S2 ---FOUNDATION PLAN ANV W/5/8 _HOR EPDXY SET 7" DEPTH FOR"BRITTLE FINISH" L/240 DEFLECTION CRITERIA S2.1 --ROOF PLAN DEPTH FOOTING i j TO 24".24'�XIZ 2x6 SPF STUD UP TO NOM 9' WALL HEIGHT. S3.1 --DETAILS w/(2)#4 (TYP 0 2) C3 S3.2 --DETAILS 7-1 ANCHOR EXTERIOR WALL SILL PLATES WITH 3/8" MIN DIA. O.C. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT AT 64 EVISION& 4 1/4" DEPTH. (2) ANCHORS MIN. EACH PIECE AND BETWEEN R 4"-12" EACH SIDE OF SILL PLATE SPLICES. START 24" MAX FROM CORNERS AND SEPERATE ALL RODS 4" MIN. d OPTION-IN LIEU OF SHORT SILL ANCHOR WHERE APPLICABLE- F---------------- INSTALL STANDARD WASHER AND NUT AT SILL TO EACH FULL LENGTH ROD, REDUCE SPACING OF ALL RODS TO 48 0 f ki O.C. MAX. 0 ce t5 0 Lu it INSTALL HEADERS AT BEARING WALLS AS INDICATED PER mo- -u PLAN. HEADERS UNDER&CLEAR SPAN PER HEADER MIN BEARING NOTIFY SCHEDULE C2/S4.1 U.N.O. 1 1/2' D if u ENGINEER IMMEDIATLY FOR HEADERS EXCEEDING&THAT DO NOT HAVE A MARK INDICATED ON SHEET S2.1 PLAN. z X z u uj< 1: ALL EXTERIOR WALLS ARE CONSIDERED SHEAR WALLS. to 0 INTERIOR SHEARWALLS THAT REQUIRE SHEATHING ARE Lu oi� 0 EXPLICITLY SHOWN ON THIS PLAN. 2 En J Lo� COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR ui 4 LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. "n It I I Lu UJ SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS it (C3 cc PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN f; tu U)0 THEREIN ARE GENERALLY NOT INDICATED, BUT ARE f 48' INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. 56' 0 PLAN INDICATES 3/8" MIN DIA. THREADED ROD LOCATIONS SIMP HTT22 SHIFT A MAXIMUM OF 4" WHERE REQUIRED. 1/0 TO (2) END DS /-- -]STU S2 DESIGNATES BEAM PER C2/S4.1. it ��3 21 it -6-2W9 DATL 5 01 JOB NUMBEK: H9043833 LIt SHEARVALL PER \S3.71 DETAIL It /C 3.1 20'— t (_C3 ————— ———— — I (2)2x1O j 009 if I if t RIGHT OPTION 5' 14' GARA it C. PAUL DIGIACOMO FL P.E. #59660 CUT EVERY OTHER WIRE k, W.W.F. IF USED 1210 LANE AVE.SOUTH -x1 JACKSONVILLE,FL 32205 SAW CUT JOINT 1/4 W W F. IF USED F.F.E (904)781-4119 X-11 LACE 1#4 VERT. W/FTG. pLAdE 1#4 VERT. W/FTG. FFE DWLS. TO MATCH CELL x PLACE 1#4 VERT. DWIA. TO MATCH IN ALL it 4 IN ALL END CELLS/ CLOSEST TO TEE CORWR CELLS ORIN INDEX: INTERSECTION. CLOfflEST CELL ADJACENT TO Au CORNERS. . . _1� 11!f _ml ' I S1 --STRUCrURAL NOTES AND SPECIFICATIONS S2 ---FOUNDATION PLAN VAPOR RETARDER END OF WALL__� Nlj��TVAPOR RETARDER S2.1 --ROOF PLAN S --DETAILS 3.1 it :t S3.2 --DETAILS IES A2 Al TYPICAL MASONRY REINF. AT DIS(50NTINUIT TYPICAL CONTROL JOINT A3 TYPICAL SLAB ON GRADE RECESS S4.1 --DETAILS 1/2- 3/4- V 7 3/4"= REVISIONS: IA. A36 STEIPL ALL D all THREADED R6p EPDXY SET 2V EXTEND TO TI&P OF A36 STEEL ALL A36 STEEL ALL SHEATHING PER TOP PLATE. ((ffi.N.O.) SHEET SI THREADED ROD EPDXY SET SHEATHING PER THREAD D ROD EPDXY SET SHEATHING PER EXTEND TO TOP OF SHEET S1 EXTEND TO TOP OF 00 SHEET S1 TOP PLATE. (U.N.O.) TOP PLATE. (U.N.O.) \-1 0 OPTIONAL BRICK VENEER T. SILL pLA4TE W/ANCHOR W/TIES 0 16" O.C. OPTIONAL BRICK VFANEER 0 OPTIONAL BRICK VENEER PER SHEET 81? P.T. SILL PLATE W/ANCHOR W/TIES @ 16" O.C. a Lu< P.T. SELL PLATE W/ANCHOR W/TIES 0 16" O.C. #4 CONT. PER SHEET S2 /// PER SHEET S2 iiE!1�u a A 8" M) SOLID GROUT BELOW t ' #4 VERT. 0 :?A" O-C GRADE- 1 #4 CONT. SOLID GROUT BELOW GRADE- 1 #4 CONT. Lu SOLM GROUT BELOW GRAE_ #4 CONT. 5-- 4 Z r �t p Inj 1j Z L) �44 Ln IN. IN. U, 'd Lu 4 '74 wxo i I E-�! ED I EE1 I E9 i i*----------- EEI I E_!i FEd I ED I E�i 4 ......... w z 4 C-0 o o f 7- 11"7F=7 z En —;--o 140M CMU GROUT] 8" NOM CMU GROUTED 12" ,D f-12- Z>.'�u 8" NOM CMU IGROUTED 12" SOLID W/1 #4 VERTICAL VAI SOLJD W/1 #4 VERTIC VAI 8. DWL AT 48 O.C. URSES MAX. __j I—, f). SOLID w/1 #* VERTICAL T 4-CO 1)WL KY 40 r > z z. 4-CO 12" MIN. 12" AIN, DWL AT 48" (9-C- 8 12" MIN. T.O.G. TO B.O.F. T.O.G. TO B.O.F. lu T.O. TO I I F9 I I- i e i i i 0 1ZL =T71- Lu t lu 0 �j 10" -1117 #3 OR CHAIRS 0 48" 1-i 5. !=1'r<—_#3 OR CHAIRS @ 48" (2) #4 CONT. 25" (2) #4 CONT NT. 25' OR CHAIR§ 0 48" (2) #4 CONT. 25 MIN LAP, 20" MIN LAP, BEND 20" AROUND CORNERS W/O BRICK DETAU-S AROUND CORNERS AROUND CORNERS W/O BRICK 0 BRICK ------)� CENTER ON CMU W/ ON CMU if CENTER CENTER ON CMU OPTION TYPICAL STEMWAL11 FrG W/CURB OPTION TYPICAL STEMWALL FIG WISLAB OPTION TYPICAL STEMWALL FOOT�NG it DIA. A36 STEEL ALL A36 STEEL ALL t SHEATHING PER _____—A36 STEEL ALL I THREADED ROD EXTEND TO THREADED ROD EXTEND TO SHEATHING PER THREADED ROD SWEND TO SHEET S1 SHEATHING PER SftET S1 W, I s it SHEET S1 TOP OF TOP PLATE. (U.N.O.) TOP OF TOP PLATE. (U.N.O.) TOP OF TOP PLAVE- (U-N.O.) OPTIONAL BRICK VENEER OPTIONAL BRICK VF�NEER OPTIONAL BRICK VENEER W/TIES 0 16" O.C� S @ 16" C. W/TIE 0. W/TIES @ 16" O.C. P.T. SILL PLATE W CHOR P.T. SILL PLATE W CHOR C __---P.T. SILL PLATE #/AN HOR PER SHEET S2 PER SHEETS2 PER SHEET S2 SOLID GROUT ii j SOLID GROUT SOLID GROUT BELO FIBER JOI 1 #4 CONT. 1/2 NT F.F E BELOW GRADE FFE 7 F_ 8 It 11 m 1' 1 r PLAN < t -C- PER 8" MIN. 16" MAX __--#4 VERT. 0 48" 0 F.F.E. T.O.C. F.F.E. T) T.O.G. FFE 4 i]j 4 ...... . ...... 8" MIN j I i T.O.G. �.7 T.O.G. TO B.O.F. F.F.E. 2 12" MIN. . . . .... T.O.G. I B.O.F. .......... ............ 12" MIN. 0 S 4 77- (2) #4 CONT. 25- MIN LAP. (2) #4 CONT. 25" MIN LAP, 6'x12" EXTENSION 77 BEND AROUND CORNERS W/(1) #4 CONT. 6"x12" EXTENSION BEND AROUND CORNERS tt 48" #3 OR CHAIRS (10 W/(I) #4 CONT. 0 BRICK LOCATIONS BRICK LOCATIONfS ONLY (2) #4 CONT. 253" MIN I", 6*x12" EXTENSION 2009 BEND AROUND d*RNERS 12" T, PI 0 C rT �j X 4GRADE P 'P ER AN L 4 S W/(I)#4 CONT. 0 BRICK LOCATIONS 12" 12" ci TYPICAL MONOLITHIC- FTG W/CURB C2 TYPICAL MONOLITHIC FrG W/SLAB C3 TYPICAL MONOLITHIC FOOTING t I 3/4* V 3/4'=V 3/4"=1' 'j lit: t C. PAUL DIGIACOMO FL P.E. #59660 J it 1210 LANE AVE.SOUTH SLOPE FOR DRAINAGE SIMPSON H8 ANCHOR U.N.O. JACKSONVILLE,FL 32205 it (904)781-4119 INDEX: CTURAL NOTES -FAB WOOD TRUSS PER S1 --STRU PRE MANUFACTURER. AND SPECIFICATIONS P.T. 2x RDA BOARD it t, I A TOE NAIL TRUSS TO TOP PLATE S2 ---FOUNDATION PLAN 2x* P.T. DECKING S2.1 --ROOF PLAN W/(3) 12d NAILS. Ij it 2x4 cOtkr. FASCIA BOARD. S3.1 --DETAILS SIMP H8 S3.2 --DETAILS (2) 2x SYP #2 TOP PLATE. 16d NAILS [�j 6" O.C. LAP SPLICES 48". SHEAT14ING ATTACH PER S4.1 --DETAILS T- SHEET :tj. APA RATED OSB AT BRIft STUCCO A0 It Id T SS PER MANUF. VINYL 4%6ATIONS. RU A36 STEEL ALL THREADED ROD 2x STUIbS AT 16" O.C. CONT. W/3x3x1/8" PLATE. WASHER U.N.O.. SYP #2 TOP PLATE. & GRADE 2 HEX NUT (U.N.O.) 0 A P.T. BEAM PER PLAN WINAILS 6- O.C. MIN. 48 f STUDS AT 16* O.C. U.N.O. 1 10 I P.T. 2x8 JOISTS 0 16* O.c) 0.0- du W/SIMPSON HUS28 HANGER A3 TYPICAL TOP PLATE CL -x4.5- LAG 3/4 UJ U) P.T. 2x8 LEDGER W/1/2 U uj O.C. SCREWS (2) ROWS STAGGER SPACED 12 D Hu A2 �T 0 3/4 uj cc z ca 00 q 0 V) lit 0 0 LL.;5 MINIMUM BEARING WALL AND HEADER Z> Lu Z (2) SIMPSON LSTA18 EACH END TO STUD REQUIREMENTS(U.N.O.) z DOUBLE TOP PLATE. OPTION-CONTINUE > :t it HEADER TOP PLATES OVER HEADER AND INSTALL 0'-6' 6�-8' 8;-12' 12�-18' SIMP SSP 0 32" O.C. TOP PLATE TO u 3: Lu SPAN (FT.) HEADER or INSTALL TRUSS ANCHOR ANCHQ SUPPORTING STUDS 1 2 2 2 DIRECTLY TO HEADER. FLORIDA END OF HEADER J �,�: � j : 1 11 1 Lu APPROVAL # tin 0 yzuELj& ANCHO ATTACHMM S/ FULL LE 3 5-8dxI 1/2- TO NGTH 2 2 3 SIMPSON H2.5A TRQfPS HEADER PER HEADER SCHEDU 480 & FL503.5 STUDS LE C2/S4.1. S -8dxl 1/2" TO 5 J FULL LENGTH SIMPSON H8 5-10dxl t it 745 1/2" M WAFTERS/ 111 4 TRt0S & STUDS 2 2 3 SIMPSON FIAT STRAP SEE COLUMN A amum 1w W 40V UNBUPPORM WAM C2/S4.1 EACH HEADER STUD. FRAMING DETAILS 1000 SIMPSON MTS12 7-10dx- 1/2" TO IRAFTKRS1 F1474.253 COORDINATE WITH DETAIL CS/S4.1 (2) FULL-LENGTH Zx STUDS PER C2/S4.1 TROISS & 10d ATTACH TO ADJACENT STUD WITH 7-10dxl 1/2" NAILS STAGGER SPACED 6" ON CENTER 2000 (2)SIMPSON MTS12 12-10dxl 1/2" TO RAFTERS/ SIMPSON HTS20 & FL538.2 EACH PLY. 1450 HEADER SCHEDULE it � :i, i I i i I , i tws �1! � 1 i- t: I j 1 . lij ; ; ,, I I , ; 2900 (2)SIMPSON HTS20 12-10dxl 1/2" TO PLATES U.N.O. �tt � [ I� I i I "i— 2/S4.1. TWO TR (2) 2x HEADER STUDS PER C OR MORE STUDS SHALL BE FASTENED S4 . 1 3 1 MGT 22-16d NAILS i� [5/8* FL1423.15 965 SIMPSO? MARK SIZE TYPE MAX CLEAR SPAN A WITH 10d NAILS STAGGER SPACED 6" RC T- v 12 0'POST FLA74.18 ON CENTER EACH PLY. SIMPSON ABU44 -PUSr— FL474.20 IE-IfJd NAILS TUn 2300 SIMPSON ABU66 t5-lud FIA74314 LUMBER, NO. 2 31 0 STRAP 5-6-2009 760 simpso X1 I UL) (2) 2x6 REQD. S DATE . 1170 31mg u B2 SO. PINE S N SS A36 STEEL ALL THREADED ROD JOB NUMBER.: H9043833 t f 350 Sim FIJ423 1 CONT. W/3x3xl/8" PLATE, WASHER 660 TRUS�S 6465 SIMPSON HD8A M-7/8" BOT IV LUMBER, NO. 2 0 STRAPS & GRADE 2 HEX NUT (U.N.O.) it 7/8* DIA. ROD E 7' B3 (2) 2x8 PINE t, 7-10d HALF TO ff& CH MEM. FL1901.32 so. 1165 LSTA1 i 26-10d HALF A H To LE MEM. nigol.4 1705 CS16 30" CUT CLEAR SPAN BRICK LINTEL _IEACH MEM. FU901-36 24-10d HALF TO- 1640 1STA36 GARAGE HEADERS LISTED BELOW A MEM. FL1901.59 2050 MSTA36 26-10d HALF TO-LA—CH TO BE ANCHORED PER DETAIL C3/S4.1 SCHEDULE 19-16d NAILS TUD FL5805.60 4635 HPAHD22 2 EMBED DEPTI#__ LUMBER, NO. 10 MSTA36 NOTE: LINTELS ARE NOT (2) 2x1O 18-16d; 5/8- DIT_ ROD G2 SO. PINE LDCATED ON PLAN. PROVIDE FL503.20 055 HTT16 LINTELS AT ALL OPENINGS V 3 EPDXY 7" DEPTH' LUMBER. NO. 2 G3 MSTA36 IN WALLS PER TWS SCHEI)CILE. 32-16d SFN—KERS,, F-03.21 so. Pin (2) 2x12 /8- DIA 5260 HTT22 ROD EPDXY 7" DWTH LUMBER, NO. 2 MSTA L3-x4-x3/8-LLV F 36 G4 3 2x12 Ll L FOR BRICK LINTEL 01 1675 LTT20B 10-16d; 1/2" bg-� ROD F1474.221 SO. PINE (MAX OPENING jr EPDXY 7" DEPTHi-_ WIDTH-4) 14-16d SINKER Ti STUD G5 (2) 1 3/4"x11 7/8 LVL MSTA36 2050 SIMPSON LGT2 FL1423.13 L6-x3"x3/8- LLV L2 L F4 2x P.T. BASE PLATE it )R BRICK infrEL LvL 4100 t(2) LGT2 (2) 1 3/4 x16" MSTA3 (MAX OPENING 16-16d SINKER IV GIRDER TOJ PAHD42 16-16d NAILS FL5805 2715 6 1/2- EMBED DIEM tjl� It 2009 16-SDS 1/4"x3" FLB239 FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WTH jl: I ��t : t : I !� I t I 4940 VGT 3 it It it ROD EPDXY- JI �i; t HEADERS NOT LESS THAN SINGLE 2x4 SET FIAT FOR OPENINGS UP TO 96" 5/8 it 6 IN WIDTH. A. t IJ HEADER SCHEDULE C3 TYPICAL GARAGE HEAQ_E_R je[� C2 �: I c 1 1/2'=V 'd