Loading...
230 7TH STREET RIBuilders .FirstSource Builders(, FirstSource �o N LULL -U d� LULL Builders FirstSource of Jacksonville DESIGN CENTER 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 I Fax 904.317-2835 THIS DOCUMENT,ALONG WITH __ I ASSOCIATED DOCUMENTS, 15 AN ' I INSTRUMENT OF DESIGNER15 / — — SERVICE FOR THE EXCLUSIVE / \ �— — — — i I USE AT THE PROJECT TITLED / \ / RU HEREIN, INFORMATION DERVIED FROM TH15 DOCUMENT,ANDIOR \ I ASSOCIATED DOCUMENTS,MAY NOT BE USED FOR OTHER AOR' S) OR PROJECT(S) WP I'' AITHOUTT�THE EXPRESS ARI I TEN PERMISSION OF THE DE5t6NER. REV DE5CRIPTION 2 - � I \ s - I � - � ❑e I I I SDrh 1 I \ I I I I yip I I (� HP I I 6FI I GFI j I\ l 1 ° ° F 1 i i � � �" I � I �' I. ► \\ ` /' �- 11.1 ci \ o o I I () z " \ FI < 1 sD I I LU Id ca Irk' I I V 411 Fl © GPI 0 O V --i Ju Cy to DESIGN R.A.M. DRAFT - I CHECKED - ELECTRICAL SCHEDULE t\ I! / - ' _ �� / SCALE I/4"=1'-O" \ / \ DATE - ' \ / � JOB NO. J SINGLE-POLE SWITCH EXHAUST FAN � \ � / � 1 b \ / / \ / SQ.FT. �g 3-WAY SWITCH EXHAUST FAN w/ LIGHT DUPLEX OUTLET SURFACE MOUNTED LIGHT / I I A.H.U. WH I o 6RND FAULT OUTLET RECESSED LIGHT � 6FI 2 6FI WEATHERPROOF OUTLET WALL MOUNTED L16HT (� SWITCHED OUTLET FLOURESCENT FIXTURE yl L ® SPECIAL 220v. OUTLET .JUNCTION EIOX SHEET O 220v OUTLET GLS FAN PREWIRE Fan >= It I RSTLOOfi� LGT I AL L1'OUT SG01�I7 LOOR ELE07RIGAL LAYOUT Q THERMOSTAT CL6 FAN w/LI6HT PREWIRE 1/4It=lf_on fI_ I_ If I/4 I O T.V. OUTLET SMOKE DETECTOR O D T TELEPHONE OUTLET ELECTRICAL METER F Of707 ' i DBL FLOODLIGHT ELECTRIC, PANEL LULL \Builders .FirstSource LULL Builders FirstSource UatSou L WRAP WRB IFUI M rrs _ INTO OPENING WINDOWINSTALLATION (METHOD A- 1 ) (ASTM E 2112- 01 ) m WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. EXTERIOR WALL 5HEATHING I 2 3 SEE _ WRB WRB — WRB ; ELEV. (WRB) WEATHER RESISTANT BARRIER 6 CUT U3 SEAL THE WHIDOW FRAME r0 Q5 JAMB FLASHING STEPS; LWR'B OPENING. APPLY A ,"NOM, APPLY DONT,SEAL TO THE:MOUNTING TTHEDIA.TO THE BACKSIDE FLANGES AT THE TOP MEAD)AND STARTING AT THE BASE OF (INTERIOR)OF THE WINDOW SIDES(JAMBS)OF WNDOIR EXTEND THE WALL WORKING TOWARDS FLANGE,IN LINE WITH ANY SEALANT AT JAMBS A Ms"ABOVE TOE TOP,INSTALL THE WRB STUCCO LATHE W/PAPER BACKING PRE-FUNC.HED HOLES OR SLOTS, THE MO.AT HEAD.EMBED JAMB SH THE FADE of THE FLASHING INTO SEALANT ANDSHEATHING. 5 GOAT STUCCO SYSTEM-�'' 1 ISOM OVER SEALANT). APPLY SILL FLASHING yu FASTEN IN PLACE. (FLASHING5H1NGLE5 : AI'PLY BEAD OP SEALANT BuiIders AT HEADS AT BACK OF WINDOW PER SPEC. 5X5 FLA5HING W/ KICK-OUTA�� �°' First�ource TO SHED WATER AWAY FROM HOUSE I FAc1urATE INSPECTION.EXTEN S AT BEAD SIDE JAMBS.EXTEND Ck KIGK-OUT APPLY BEAD OF SEALANT Ar of Jacksonville C�Al;ING NGt�#'�!?pI.AN WRB OVERLAPS THE 5X5 FLASHING I exreNDs 1•BeroNDROOF 5HEATHING �y� OQJAMBFLASHIIVG. 0 DESIGN CENTER ZX6 FASCIA W/ ALUMINUM WRAP 9 AATI LAD OF SE L WRB WRB \ Q HEAD FLASHING (� APPLY BEAD OF SEALANT Ix EMBED BOTTOM of THE 6550 Roosevelt Blvd. REMOVE BOTTOM MODIFIED "I" TEMPORARILY TAPE UP TOP FLAP \ HEAP FLASMINGAGAINST a APPLY HEAP FLASHING INSTALL VULKUM AT THRESHOLD THE PREVIOUSLY APPLIED Jacksonville, FL 32244 WRB FLAP CUTIN WRB PER MFR. INSTRUCTIONS. SEALANT(FLASHING GOES ®REMOVE PREVIOUSLY APPLIED SEALANT g OVER SEALANT). EXTEND TAPE,ALLOWNG AW TO LAY Tel 904.772-6100 HOLD BACK FASCIA ETAL DRIP EDGE INSTALL DOOR, SHIM DOOR TO LEVEL, HEAD FLASHING BEYOND FLAT OVER HEAD FLASHING. \ EACH JAMB FLASHING. APTLY NEW 5HEATHING TAPE Fax 904.317-2835 AND DRIP EDGE 2' PLUMB AND SQUARE DOOR IN OPENING. FASTEN IN PLACE. OVER DIAGONAL GUT-SEE FROM FACE OF WALL 4 DIS• THIS DOCUMENT,ALONG WITH 5 \ OCUMENTS, 15 AN NOTE,STEPS 4 AND 6 ARE ASSOCIATED INSRUMENTDOF DE51G E '5 4 5 (o sN�FL - RIrNbrr"�F ALN sHING SERVICE FOR THE EXCLUSIVE JA WRB WRB WRB AUSE AT THE PROJECT TITLED 2X6 FASCIA W/ ALUMINUM WRAP I(11 EXTEND JAht$FLASHING TO OVERLAP SILLFROM THIS DOCUMENT,AND/OR PLA5HINS. EXTEND ASSOCIATED DOCUMENTS, MAYJAMB FLASHING 6 i�" NOT BE USED FOR OTHER OUTSIDE FACE ABOVE SECTION Y40RK(5)OR OF EXTERIOR �INTOP or—' \ TMR"H KNDOW JAMB WITHOJTT THE EXPRE55EWRITTEN JAMB FLASOING SEALANT WALL J IRNDER THE FLAP \ \ ( PERM15510N OF THE DESIGNER. OF WRB AT THE HEAD.SEE DIAGRA REV DESCRIPTION SILL FLASHING ® SEALANT BEAD IY `'= SHIM AND ADJUST WINDOW TO ACIiIEVE SQUARE, BEHIND FLAW. Q ® PLUMB,AND LEVEL CONDITION, 415E CORROSION EXTERIOR FINISH I RESISTANT FASTENERS. FASTEN WINDOWS PER - }Y O , WIDOW MAN)FAGTURER SPEGIFIGATIONS. ,� -'; lu WEATHER RESISTANT PER PLAN � X - OUT5IDE FACE WRB WRB WRB 4 �LL' I �`` BARRIER(WRB) OF EXTERIOR WALL AT A 45 DEGREE ANGLE,CAREFV-LY CUT THE 8 - BARRIER ON A DIAGONAL. GENTLY RAISE THE FLASHI •s TOP EDGE OF THE BARRIER UP AND TAPE THE APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING i0" UNFOLD TOP FLAP AND COVER DIAGONAL TOP CORNERS AND CENTER TO THE EXTERIOR SEALANT BEAD BETWEEN OF DOOR FROM DOOR FRAME TO WRB, BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. AR13 WRFAGE ABOVE. I FLASHING ANDMCAINTINS EXTENDING 8 1/2" ABOVE DOOR ROUGH INTERIOR' VIEW PLAN6E. OPENING. TOP LEFT CO�NER OF WINDOW ;I NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. WALL AND ROOF INTERSECTION FLASHING SCALE: N.T.S. EXTERIOR DOOR FLASHING SCALE: N.T.S. WINDOW FLASHING " METHOD A 99 SCALE: N.T.S. I 16" O_N_ FIBER6LA55 5HINGLES UNLESS FIBERGLA55 SHINGLES UNLESS i FIBERGLASS SHINGLES OTHERWISE OTHERWISE WIND SCREEN PER SPEC. NOTED NOTED n I Va METAL SPARK f SCREWS O ARESTOR EACH 51DE OF WEATHER RE515TANT BARRIER I Z O EACH CORNER OVERLAPS THE 5X5 FLASHING. R30 IN54JLATION R50 IN5ULATION R30 INSULATION tli (Ib TOTAL) J� = 5X RII INSULATION FASCIA STYLE, RII INSULATION RII INSULATION PER BUILDER FASCIA S,YLE, FASCIA STYLE, lu 10'-O" EXTERIOR FINISH 2XU PINE WV GUT AND FOLD 5X5 FLASHING PER BUI DER PER BUILDER v j iiLL � PER PLAN ALUM WRAP = TO FORM KICK-OUT A5 TO SHED WEATHER RESISTANT 2X4 #2 5P WATER AWAY FROM THE HOUSE. 2 X WALL PER PLAN 2 X WALL PER PLAN 2 X WALL PER PLAN 5/Ib" HARDI PANEL 3 PLY GOR ER5 BARRIER (W.R.B.) WEATHER RESISTANT WEATHER RESISTANT W/ 8d. NAILS b"/b" BARRIER (W.R.B.) BARRIER (KRB) z O.G. OVER HOUSE $ Ib" O.G. f '7116" APA RATED SFfEATHING PAPER BACKED '7/ib" APA RATED SHEATH{NG ( "1I16" APA RATED 5HEATHING SEE STRUCTURAL ENGINEERING 5TUCG0 LATHE SEE STRUCTURAL ENGINEERING SEE STRUCTURAL ENGINEERING PAPER BACKEDLU CRICKET WRAP (WRB) SEE SIDING, INSTALLED PER I STUCCO LATHE A5 REQ'D. OR I ELEV. 3/8" 5TUGG0 5GRATCH GOAT MANUFACTURERS INSTAL ATION A 3 GOAT 5TUGG0 DRYWALL OR OTHER INTERIOR 3/8" STUCCO BROWN GOAT DRYWALL OR OTHER INTERIOR INSTRUCTIONS (SEE ELEVATIONS DRYWALL OR OTHER INTERIOR '1/S" 5TU000, 3 GOAT SYSTEM L�L SYSTEM OVER '1/Ib' FINISH MATERIAL, IF APPLICABLE FINISH MATERIAL, IF APPLICABLE FOR TYPE) FINISH MATERIAL, IF APPLICABLE 5/8" SCRATCH COAT r APA RATED MORTAR PER MFR. SPEC. ` 5HEATHIN6 W/ 8d. 2Xb #.2 SPF 3/S" BROWN COAT t,J NAILS (5712" O.G. FIBERGLA55 5HINGLES +�' SILL PLATE SYNTHETIC STONE VENEER SILL PLATE STARTER STRIP FOR SIDING SILL PLATE 1/8" FIN15H GOAT Li s OVER HOUSE PER. SPEC. ■�• FINIH FLOOR, EXTERIOR 5HEATHING TO BE FINISH FLOOR, EXTERIOR SHEATHING, TOI HE FINISH FLOOR, EXTERIOR 5HEATHING TO BE WRAP (WRB) CAPINGNGf,I'�p�AN _ +O" A5 NOTED @LSEWHERE FLUSH WITH THE EDGE OF THE A5 NOTED ELSEWHERE FLUSH WITH THE EDGE OF THE A5 NOTED ELSEWHERE FLUSH WITH THE EDGE OF THE CHIMNEY HEIGHT REQUIREMENTS 5X5 FLASHING ' FOUNDATION, 1/4" GAP BETWEEN FOUNDATION, I/4" GAP B TWEEN FOUNDATION, I/4" GAP BETWEEN V CHIMNEY FLUE I FOUNDATION AND SHEATHING FOUNDATION AND 5HEATHING FOUNDATION AND 5HEATHIN6 CHIMNEYS SHALL EXTEND AT LEAST 2 FEET +Ib" W/ KICK-OUT 2X4 #2 SPF '', METAL DRIP EDGE TO SHED WATER LU FOUNDATION WEEP 5GREED __ s.c _- „- HIGHER THAN ANY PORTION OF A BUILDING FOUNDATION WEEP SCREED ' f:. W/IN 10 FEET, BUT SHALL NOT BE LESS THAN 2X4 02 SPF I GABLE END i _ SPRING FLANGE : '=r W/ 5PRIN6 FLANGE VALLEY FLASHING TRU55 ` 3 FEET ABOVE THE HIGHEST POINT WHERE 3 PLY CORNERS 2X6 FASCIA W/ THE CHIMNEY PASSES THROUGH THE ROOF. 8 Ib" O.G. ALUMINUM WRAP FIN. GRADE — = FIN. GRADE _ FIN. GRADE 5x5 FLASHING UNDER -III=11I I i - =III=III-I _ HOUSE WRAP (WRB) @ 2' g" I-11FI 11= 11=1 11=1 11=1 11=1 I I I-1 11=1 I I_ i I-1 11= 1=1 11=1 I i I,j I�T= 5x5 FLASHING CHIMNEY + CRICKET I-111-i1 III=III)JI;,III-I III-III-III 11-NIL IJ;,III-I III-III-III a f : III-III-III;,III r UNDER HOUSE -J I1=1 11= I I-III-1 I l- I I I-1 11= I i I 11=III- I-II_I I I-III WRAP (WRB) MSTAIS W/14 IOd. NAILS EXTERIOR FIN15H PER PLAN ';III=III= :'« FOUNDATION PER ;III=III= _ FOUNDATION PER — __ FOUNDATION PER r ® EACH CORNER TO BLOCKING 1-I I I I I=11I III I I III I l i i 11-�1I I i i I-I I I STRUCTURAL ENGINEER I=I I— I I III—_ STRUCTURAL ENGI NEER - T I=I�( , II—III— STRUCTURAL ENGINEER A -III-11 �' • III-II -111_111 • � � III=1I � -Ili-III • + �=1I til` _ _ (2) 2X SYP BLOCKING W/4ly I "4' I=III= • II-III- I-III= +[ II=III- I=CII [ ; it-III- Q W .13I X3" NAILS EACH END I I-III-_ __ _ =III=1 I I I-I!I-_ =_- FOUNDATION ' = =fl�—f�=l�l—� 11= -r)11- -I 11—f (`f�— =1�1—f I l� l l l- FOUNDATIONfir I- WEEP SCREED -III-III-I I I_I n-I I' "'-III-III-til=I I-� WEEP 50REED T,I I I-III-III-III-11 CHIMNEY FRAMING & FLASHING SCALE: N.T.S. GABLE HIP RETURN FLASHING SCALE: N.T.S. STONE VENEER WALL SECT. SCALE: N.T.S. SIDING WALL SECTION SCALE: N.T.S. STUCCO WALL SECTION SCALE: N.T.S. Z < m I NOTES (TO COMPLY WITH FLORIDA BUILDING GODS 2004 - RESIDENTIAL): _h s u, j 2 VALLEY FLASHING: 4 HIP FLASHING: O I I. F5G-R3O"I.1: ANY DOOR $ETWEEN THE DWELLING AND THE GARAGE 15 TO BE EITHER VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE THE UNDERLAYMENT SHALL BE INSTALLED IN WATER A 1 3/S" MIN, THICK SOLID WOOD OR HONEYCOMB CORE STEEL OR THE DOOR 15 TO HAVE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS SHEDDING FASHION, AT THE HIP LINE FOLD THEN DESIGN R.A.M. UNDERLAYMENT OVER THE HIP AND MECHANICALLY A20 MIN. FIRE-RATING. BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE DRAFT - FOLLOWING TYPES SHALL BE PERMITTED: FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSIN SIDE OF THE ROOF, REPEAT PROCEDURE FOR 2. FBG-R30q.1.i: DUCTS IN GARAGE SHALL BE MIN.26 GAGE SHEET STEEL, OR PROVIDE CHECKED - 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED OPPOSING SIDE OF ROOF. WHEN COMPLETED TH�RE METAL DRIP EDGE WITH METAL, THE VALLEY LINING SHALL BE AT LEAST WILL BE TWO LAYERS OF UNDERLAYMENT I-HOUR FIRE DAMPER AT WALL AND CEILING PENETRATIONS, OR ENCLOSE IN SEPARATE SCALE 1/4"=1'-O" I 5 X 5 ANGLE FLASHING 'Z" FLASHING � 6 , O 26 GA. GALVANIZED 24" WIDE AND OF ANY OF THE CORROSION-RESISTANT OVERLAPPING THE HIP. 26 GA. GALVANIZED 29 GA. GALVANIZED CLOSET WITH DOOR PER FBG-R30q.1, DATE - (NOT TO SCALE) METALS IN TABLE R903.1 (NOT TO SCALE) (NOT TO SCALE) JOB NO. J 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES 3. FB0-R5Og2: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC, WITH OF MINERAL SURFACE ROLL ROOFING, COMPLYING WITH CRICKETS AND SADDLES FLASHING: SQ.FT, - OI ASTM D 249, SHALL BE PERMITTED. THE BOTTOM � O I 1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE I DRIP EDGE FLASHING: LAYER SHALL H 18"LL AND THE TOP LAYER A MINIMUM A CRICKET OR SADDLE SHALL BE INSTALLED ON A �' BASE AND COUNTER FLASHING: 1 FIBER CEMENT SIDING FLASHING: ROOMS SHALL BE SEPARATED FROM ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYP5UM 3 4 DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF OF 36" WIDE. THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN BASE AND COUNTER FLASHING SHALL BE INSTALLED PANEL SIDING; BOARD. WHERE THE SEPARATION 15 A FLOOR/CEILING ASSEMBLY, ANY 5TRUGTURE SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF {2". EAVE 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL IN ACCORDANCE WITH MANUFACTURER'S PANELS SHALL BE INSTALLED WITH THE LONG DRIP EDGES SHALL EXTEND 1/4" BELOW SHEATHING' AND EXTEND 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH BE SHEET METAL OR OF THE SAME MATERIAL AS INSTALLATION INSTRUCTIONS, OR A CONTINUOUS DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS SUPPORTING THE A55EMDLY SHALL BE PROTECTED WITH MIN. 1/2" GYPSUM BOARD. BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE SHINGLES), VALLEY LINING OF ONE PLY SMOOTH ROLL THE ROOF COVERING. METAL "L" FLASHING SHALL BE SET IN APPROVED SHALL OCCUR OVER FRAMING MEMBERS AND SHALL MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT ROOFING COMPLYING WITH ASTM D 224 TYPE 11 OR FLASHING CEMENT AND SET FLUSH TO BASE OF BE SEALED WITH CAULKING OR COVERED WITH EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR TYPE 111 AND AT LEAST 36" WIDE OR VALLEY LINING THE RIDGE AND VALLEY FLASHING OF CRICKETS OR WALL AND OVER THE UNDERLAYMENT, BOTH BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED 4. FOC-R"7052.1: WHERE 5TUGG0 15 APPLIED TO LATH OVER WOOD FRAME, A BOND AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE SADDLES SHALL BE THE SAME AS THE RIDGE AND HORIZONTAL AND VERTICAL METAL FLANGES SHALL WITH "Z-FLASHING" AND BLOCKED WITH SOLID WOOD UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE VALLEY FLASHING ON THE MAIN ROOF. BREAKER 15 REOUIRED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING BE FASTENED 6" ON CENTER WITH APPROVED FRAMING. UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF ROOF WITH ASTM D 1970 MAY BE USED IN LIEU OF THE FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4" PER ONE OF THE FOLLOWING METHODS: CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. i LINING MATERIAL. FULLY SEALED IN APPROVED FLASHING CEMENT. HORIZONTAL LAP SIDING: -2 LAYER5 OF APPROVED WATER-RE515TIVE BARRIER MATERIAL, OR THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I FLASHING SHALL START AT THE LOWER PORTION OF LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 OR TYPE 11, OR ASTM D 4869, TYPE I OR TYPE 11. THE I ROOF TO ENSURE WATER-SHEDDING CAPABILITIES 1/4- AND SHALL HAVE THE ENDS SEALED WITH -1 LAYER OF APPROVED WATER-RE515TIVE BARRIER OVER AN APPROVED SHEET UNDERLAYMENT SHALL BE INSTALLED IN WATER SHE DING OF ALL METAL LAPS, THE ENTIRE EDGE OF THE CAULKING, COVERED WITH AN H-SECTION JOINT PLASTIC HOUSE WRAP, OR P 3 RIDGE FLASHING: COVER, OR LOCATED OVER A STRIP OF FLASHING. FASHION, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL FLANGE SHALL BE SEALED COVERING HORIZONTAL. UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" THE UNDERLAYMENT SHALL BE INSTALLED IN WATER ALL NAIL PENETRATIONS WITH APPROVED FLASHING LAP SIDING COURSES MAY BE INSTALLED WITH THE - OTHER METHOD IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION AND BE MECHANICALLY FASTENED AT 36" O.C. MAXIMUM. CEMENT AND MEMBRANE. SHINGLES SHALL FASTENER HEADS EXPOSED OR CONCEALED, INSTRUCTIONS. SHEDDING FASHION, THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND I OVERLAP THE HORIZONTAL FLANGE AND SHALL BE ACCORDING TO APPROVED MANUFACTURER'S SET IN APPROVED FLASHING CEMENT_ INSTALLATION INSTRUCTIONS. MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO 5. FBG-R, M130'7.3.1: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN AGGORDANGE of THE OPPOSING SIDE OF THE ROOF. REPEAT BASE FLASHING SHALL BE OF EITHER PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN CORROSION-RESISTANT METAL PROVIDED IN SECTION WITH THi5 SECTION. I COMPLETED THERE WILL BE TWO LAYERS OF R905.2.8.1 OR MINERAL SURFACE ROOL ROOFING UNDERLAYMENT OVERLAPPING THE RIDGE. WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE 6. FBG-R, MI601.3.3: MIN. 4" CLEARANCE AROUND ALL SIDES OF MECHANICAL EQUIPMENT CORROSION—RESISTANT METAL WITH A MINIMUM AND COMPONENTS, INCLUDING DUCT. �— THICKNESS PROVIDED IN TABLE 903.1. „�,� ROOF FLASHING SCALE: N.T.S. NOTES (FBC2004- R) # � Builds Builders L\Builders Firstsource y V U NFirstSource d o i P n d 7 =y =C mLL" mu mLL i I ■ Bu Iders FirstSource SQUARE FOOTAGE INFORMATION: WIND ZONE INFORMATION: of Jacksonville DESIGN CENTER 6550�rj1 J ck oRooe, FL Blvd. • CONDITIONED SPACE FIRST FLOOR NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FL 32244 Tel 904.772-6100 • CONDITIONED SPACE SECONDFLOOR ��'�� AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2004 Fax 904.317-2835 THIS DOCUMENT,ALONG WITH ASSOCIATED DOCUMENTS, 15 AN • TOTAL CONDITIONED SPACE ���� � INSTRUMENT OF DESIGNER'S EDITION OF THE FLORIDA BUILDING CODES USE AITT'HEPR.OJEG7TITLIED E (GARAGE) 313 � HEREIN. INFORMATION TS,MAD • UNCONDITIONED SPAC FROM THIS DOCUMENT,AND/OR ASSOCIATED DOCUMENTS,MAY 2^�� WORKS) OR PR,O.IECT(SNOT 5E USED FOR ) • TOTAL ENCLOSED SPACE L THIS BUILDING is . LOCATED IN THE WIND BORNE DEBRIS REGION W'THOUSIONOFTHEVEMITTEN PERMISSION OF THE DE516NER. • UNENCLOSED SPACE (PORCHES) 1040 ,�� DESCRIPTION • BUILDING IS ENCLOSED 2 - 3 - a 4 - • (MmPmHm - 3-SECOND GUST). 12� BASIC WIND SPEED ) T AND NUMBER OF STORIES: FACTOR STRUCTURE HEIGHT IMPORTANCE • MEAN ROOF HEIGHT • NUMBER OF STORIES • BUILDING CATEGORY ! WIND EXPOSURE CATEGORY ' TYPE OF CONSTRUCTION: • INTERNAL PRESSURE COEFFICIENT • TYPEV • SEE STRUCTURAL ENGINEERING SHEETS FOR C0j%P0KENTS AND CLADDING (END ZONE AND INTERIOR ZONE INFORMATION U MATERIAL INFORMATION : �u a � pr ROOFING (MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) w o Uj • ROOF UNDERLAYMENT - ASTM 4969 TYPE 1 PROJECT LOCATION MAP INDEX OFDRAWINGS / • E CSP VALLEY 26 GAUGE CS COVER SHEET v ROOF FLASHING (DRIP, RAK , , ) �- • - M D 462 ASTM D3161 TYPE 1 �s S 1 FOUNDATION U N DAT I O N & ST RU CT. PLAN -� �t.l lu lu ROOF SHINGLES AST 3 � ��� O � � STRUCTURAL DETAIL WIND RESISTANCE MODIFIED T 110 M.P.H. S2 S v fR►VE � ASTM E108 CLASS-A FIRE RESISTANCE RATING N STI FRAMING DETAILS z FOUNDATION DETAILS � � � • SHINGLE NAILING - PER MANUFACTURERS SPECIFICATIONS 1� ST2 OU { � z Al FLOOR r cv U NSTALLATION SPECIFICATIONS A2 ELEVATIONS & ROOF LAYOUT DESIGN RA1'"1. WINDOWS & DOORS (ENGINEERED , TO BE ON J B SITE AT TIME OF INSPECTION E1 ELECTRICAL LAYOUT DRAFT ( ) CNECiG3=D - D 1 ARCHITECTURAL DETAILS SCALE 1/41f -0ll j DATE 8,18.08 NTEfRNA ION, JOB NO, J28�✓182 - GOLF- i=AfRKLUA**T' I i I THESE PLANS WERE PREPARED BY: X SHEET Rebecca AS Mullin, Representing Builders FirstSource of ' Design Center of Jacksonville, Inc. � THIS PROPERTY LIES WEST OF 195 g H d 7 i 7 =� N == Buil �� LIANCE Cc LL[\Builders Firsts rce C FirstSource SEE PERMITS FOR ADDITIONAL B EAC H F L C OVE R S H E E _ REQUIREMENTS AND CONDITIONS. a RE' mvm BY: DATE: `I L-0 !LE' � z .......------- ------- ' ,c Builders�I FirstSource H A 6�Builders FirstSource i `m 0 Shoe plates should never overhang the foundation'slab edge at the building perimeter. However,many times when the foundation is not properly placed- M i.e.incorrectconstructionension(s),out of square,etc.-the vertical construction is positioned in a manner that results In a shoe plate overhanging the slab edge in a an effort to keep the framing square. This results in numerous structural inadequacies that must be addressed in order to maintain the structural integrity t of the building. g� Since this condition should be easily recognizable at the time layout lines aret I popped on the slab,corrective action should be taken immediately rather than I I 8 costly waiting until later when the repair is substantially more and time consuming. Corrective action at this stage is very simple:Increase the nominal I i Builders g ffi size of the wall framing by two inches for walls overhanging the stab edge up to I t l2 nxla c one-and-three-quarter(11/)inches. Example:if a 2x4 wall is indicated,use 2x6 ( (2)2x12 framing.The shoe late material should eitherbe treated for exposure or t & FirstSource g p t protected accordingly. Connectors-WOOD"Tie rods,sill plate anchors,etc.- t ' should he sized and spaced according to the original design intent shown on the , I t— , I of Jacksonville ' DESIGN CENTER engineering and all minimum specified edge distances for the concrete shall be I , _R maintained. if conditions exist where the shoe plate will overhang the slab edge I t I x � ' more than I'S",contact the Engineer of Record bcfbre proceeding. I I t � � �s 6550 Roosevelt Blvd. If corrective action is not taken at this time,it is likely the walls}will require I t I I 9 I 12)2x10- 12)2x10 �aCkS011Vll.7 FL 32244 re-framing or substantial enhancements(more extensive than simply increasing I --___ _ Tel 904 772-6100 the framing size by two inches)at a later date. If corrective action is delayed t — 0 Fax 904.317-2835 until after rough trades have been completed,it is likely those elements-wiring. I ( I I 0 B ' T a 1 ! Sf plumbing,mechanical and security-will have to be removed from the wall I I j I x �., Ib 16 Ib" Ib" v n replaced later. Additional) •if from the e action I , THIS DOCUMENT,ALONG WITH while the repairs are made and p y I , ro MIN. MI MIN �+ is delayed further until insulation,drywall,trim,etc.are installed,these elements ( SWI-H/5TI ` M1ri. �" ASSOCIATED DOCUMENTS,15 AN L-----.r-L ----------------- ��—_--J is INSTRUMENT T ENGINEER'S Will have Co be removed and later replaced to properly effect the repair. SERVICE FOR THE EXCLUSIVE ------T------ i r-----------------� In conclusion,if a shoe plate is going to overhang a slab edge 13/a"or less, � USE AT THE PROJECT TITLED t , HEREIN INFORMATION DERVIED j I t GUMENT AND/OR immediately increase the wall size accordingly so that no additional or ^ ' ^T' _ FROM THIS DO 1 ! I substantial repairs are he wall later. Ifa shoe plate is going it onerlor a slab I I I i i I T'' T TT1ti'� ''�} TONAL— - T ! ASSOCIATED DOCUMENTS,MAY edge more than repairs are contact the Engineer of Record before proceeding. .6 WITHOUT THE I a? NOT BE USED FOR OTHER a w WORKIS)OR PROJEGTIB) EXPRESS �C14 ; u)p xl i 0x �x I R R g PERMISSION OF THE PROJECT N j N N i c� ENGINEER IDENTIFIED BELOW. C14 1/1611 OSB W/ 8d NAILING t j I t ti i i Ll og REV DESCRIPTION PER TABLE I t I I i i i 21 - I 2 t ❑ I , I , i I ❑ � � cn I ma L_J I i I L—J 1 SW1-N/STI ` ° o0 t I ' 4 - t t - ; loC ; C ; 0 X 09 0 i arj i B X o� I N 1 s1 tD 0 R C4 N 1 h N (IA42BA OR EQUAL 6 EA. SEE A/STI, B/$TI, ( I I i '� Lj Li 2x10 HEADER TRUSS-TO-PLATE OR HDR CISTI,F/STI,N/STI I j I I I I I 8 8 FOR ADDITIONAL (2)MSTA246HDR-TO-EA.POST SPECS/DI=TAILS. t , _71 d i SWl-H/STI � a El I I I I o� j 0 e I ed WOOD TIE ROD- t B X ! SEE 5/STI I I I JI P! 1 x x t °' rr n 1 y ILL I1 I I t4) LJ r0 2xS SYP LEDGER W/ , ( , I ' (6)IDd t0 EA. 16" O.G.STUD ' BW1 0 I � LL 4")J t ( L------ I d E I , I I L-------� t 2xS LEDGER W/(4)1/4"x3 1/2" 16 O.C. 8t ———J --------- ---------- m' 2x8 SYP FLOOR JOIST ( i-——— I 0 SDS SCREWS Q EA.STUD �s I- 0�11 L 2xS FLOOR JOIST + 16" O.C. I ( I E> 1 •t �o °� (2)C916x42"L.POST-TO-POST x (ACROSS FLOOR 4 HDR) ( ( ( I 9 I _ I 6B C LD W@ I I I I �s � I J �� V t I ; F171 c0 (2)2x10 © © --- r DBL.TOP PLATE I L—'------------------------------J HUS28 HANGER I I ' �c ------- ro -- -------------�— BW1 V? LLI N 0. C). 1/16" OSB W/26 NAILING i ' E a m t • _ PER TABLE _ ° �, ^' t I I i N . U i i �= t t a I I m N �o x I ' � w� n V J I t 1 - 2x6 STUDS a 16" O.C. I i I I �n wo �r - (anxla-a/1 lznxla-2n f ti�tis -A LU Uj 00 I---�.,--------------� ------•�------ I '`t yin O / yin � ----------------------------------- ' sW SW �� 5W, ABU ® POST BASE �" / 2ND LOO STRUCTUIRAL FLAN s : .•. 1ST FLOOR STIRUCTURAL FLAN 3 EXISTING FOUNIDATION FLAN X51 7 l,�11 _ , a�„11 SI 3/1�" = 1011 .9 '-�" ° c� s> SIGN RW EXISTING FOUNDATION �P DE DRAFT RAM � SECTION E �, ° LCHECKED RW 3 L d L � SCALE 3/l�0 /� 1/2" _ If-SL/II a n---------------- DATE SPECIES � u iEIGNrI = SPACING —I DATE 8.11,08 ALL GRADE L i Ehp; INTERIOR! ExCEPT 45 NOTED I tiE ZONE j W m JOS NO. )285182 - a �rF- — 9 .' S w 5QPT. - - - 4 6FF FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION / MA50NR`r CONNECTOR SCHEDULE PLAN NOTES - LEGEND - END-ZONE IDENTIFICATION BILL fE-TO-FOUNDATION 51-TEAR CONNECTOR 5CHEDULE FOR t000POrle APPLICATIONS SFr I� C _ _+ EXTERIOR WALLS t�� DESIGNATED SHEAR-WALLS INTERIC�i EXTERIOR _ -_ 5 3" NAILS/SCREWS r0 HARDWARE/ ASTM 1 TNT LocATI EM/MONo FOLNDATIONB EXT/STEM-WALL FOUNDATIONS CMU WALL TIE-tSEAM/LINTEL m o ojeCt Engineer: _ CLIP,TIE FASTENERS FRAMR•Ys MEMBERS (SAE 1018) 1)SEE SHEETS STI E ST2 FOR ADDITIONAL NOTES 4 DETAILS, CORNER OF DESIGNATED AS BAR-WALL MAXIMUM O/C SPACING OF ANGI IORS- IN INC41E8 - � 6 cr NAILS CONNECTOR MM ENDED MM EMBED M. EWE D187 MIN EMBED MM/MAX EDGE MIN IMBED EDGE DIET (2) 2x10-2 / 3 HEADER/BEAM CALL-OUT xa 5'P 2 ° _- or STRAP ATR 2)THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING,BUT HOUSE - TYP MAXIMUM O/C SPACING OF EXTERIOR WALLS INTERIOR WALLS xc SYP I o% _ 14,0"_ i 15 II' H2b (5)8d PER END (12)Ibd ABU-44,-bb 5/8"0 $-In" 5-In" 3" I?" I-3/4"/b" WA m La �A. Paine, PE NOT LIMITED to,ARCHITECTURAL ELEMENTS,DIMENSIONS AND EACH SIDE OF OPENING ANCHORS- IN INCHES xe 64 P o,� _g' +re �' 1 4-V4"w/MIN _ n 2"w/2-1n" 'G n R LOCATIONS PROVIDED BY OTHERS. BUILDERS FfRSTSOURGE IS N07 NUMB)=R OF KING-STUDS E SHEAR-WALL 96"s 11lEN HD --' _._ 1 H5 (4)8d PER END rID)16d!EAGF+ LTr?CdB I/I^r/EAU " 5-1/2" I?" I-314"!b" 12" ¢+Maa r ercr, m L r 10 gineer L 150 TITEN HD 140 TEN HD 94"0 TITEN HD - L-F 2-I/2 SPCC 2"w/4"BPG'G O C o;21475 OF OPENING X 1E HEIGHT K0 TITEN HD X"0 T1TEN HD DESIGNATION MIN. 2x6 FRM'G _ 5_ O I _ Hg 15)10d x I-In^PER END RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY NUMBER OF JACK-STUDS EACH SIDE i8 5 P I o c FROM OTHER SOURCES. SIZE OF HEADER MATERIAL (t'2 SYP UN.O.) (NOMINAL) MM. 2x6 FRM'G gW M.. 48" bb" C YP 16 T (22)2) 81NGLE MGT (2)b 5-1/2n a-In" V. 12" 1-314"/b" 12 OR DERIVED FR 8 ft 61®" 72" MT812 !14)10d a 10d x I-In"TOTAL 2x 122)rind DOUBLE MGT !2J 6/8"4 6-In° 9-In" 3" n" 3-1)211!4" 12" ¢ ° ICense NO. 10323 3)ANY DISCREPANCY - DIMENSIONS,ORIENTATION,ETC. - BETWEEN X SW2 --- --- NUMBER OF PLIES IN HEADER 2 t" 38" 2^ 46" rIG SYP' o%c r a'-� I -� LL NGS AND THE ASSOCIATED ARCHITECTURAL and/or 9 ft 48" 1?" _ �_—_� __{ Ht820 (20)10d or c24)10d x 1-In"TOTAL f1e)tbd SINGLE HTT 5/e"o 6-1n" -1n" 2" 12" 1-314^/b" 12" ¢ w This,drawing npt valid without raised THESE IIRAWI SW1 18" ?1' 2" 32" �cEC FTC 5TUG SIZc/GRADE%SPECIES% 116)Ibd SINKERS TO TRUSS, REPORTED TO BUILDERS FIRSTSOURCE I0 ft 48" 7?" rI,NG !NCICATEC ON STRUCTURAL LGT2 fi4)Ibd SINKERS TO R 1 POST 2x ll8)Ibd DOUBLE HT rlb (?)5!®"e 5-1/1" 1-1)211 4" I?i 9_tn',!4 p I2" ¢ seal AND signed in BLUE ink SITE DRAWINGS SHALL BE ALL EXTERIOR HEADERS l2)2x6-1/2 UNLESS NOTED OTHERWISE AT ONCE AND NO CONSTRUCTION SHALL PROCEED UNTIL 2 USE a ITEN H 's OR 46"0 X 8" LONG MIN. - SCREWS, U.N.O. 11 ft 36" T2" 1)USE MPS HD's SHAM o EMBEDDED MIN. 3-416" AND 3!r"0 TITEN H 'S SHALL BE EMBEDDED MIN. PL4CIN SUPERSEDE !NFOR ATIOv IN Nlb,-168,-Ib-2 !2J 10d x 1-V?"TO TRUSS,(�)TO IE/POS 2x(IB)Ibd TANDEM HTTIb !U 5/8"0 6-V2" 9_1)2)2 5n 15 1-3/4 /b WA Builders FirstSource CORRECTED. 316" 66° 4-%* INTO MIN. 2,500psi CONCRETE 5_NE✓uLE__--_---_ ___---_- .__,_._-_ l2)2X6-1/I UNLESS NOTED OtHERW151� 12 ft 3 AT HIGH >HEIGHT DESIGNATED SHEAR-WALLS (i.e. 14' & ABOVE) USE "NON-DE LL 5TUC6 SH,1�L SPAN ii M8TA12 11®)I0d TOTAL 192)Ibd 81nWare SINGLE HTT�2 5/8"0 5-In" 9-In" 2" 1$" 1-314"/b" WA LL.° - •of,Jacksonville 4)VERIFY BUILDING ORIENTATION WITH ARCHITECTURAL DRAWINGS ALL INTERIOR HEADERS�� SHADED/HATCHED COMERS, ) AND SITE PLANS BEFORE COMMENCING CONSTRUCTION AS IDENTIFIED AND 14 ft 36" 51" ANCHOR SPACING SCHEDULE IE INDICATED SPACING IS TIGHTER/CLOSER THAN IN "DESIGNATED CCNTiNJCU6LY FROM FiOCR 70 M8TAI8 114)10d TOTAL Tx(32J If Sinkers DOUBLE HT 22 !2)$/e"0 $-I/2" 9-In" $" WE PLAN WA y 0 FL PE Number x004586 5)ALL II ORMATION OF A STRUCTURAL NATURE l ta. SW - SHEAR-WALL SEGMENT - REFER TO SHEET STI FOR ADDITIONAL INFORMATION SHEAR-WALL" SCHEDULE: FLOOR OR FLOOR TO RGOF;cLN'G (IS)Y4,,#x 3"SDS SINGLE PHDb 0)1/8"0 e^ e" 3.. 13-1n" 3-1n"!4" I3-1n^ ¢ m GA{QEF Number 004586 BEAM/JOISTICOLUMN/HEADER/STUDICC IECTOR/FOOtING/ETC. DIMENSIONED ABOVE, 16 ft ?4" 49" MSTA24 (M)Il6 TOTAL INDICATE WALLS SEGMENtB 18 ft 241 44" 4) %.0 T1TEN HD's USED IN EXTERIOR WALL APPLICATIONS MAY ONLY BE USED IN WALLS A65EMGLY W!THCUT BREAK OR 13 M/ E/SPECIES/QAC)r=R STUD/CN NNr=CTC.)SHOWN ON THESE CONSTRUCTED OF 2x8 OR LARGER FRAMING. NTERUPTION UNLESS SPECiFIGaLLY MSt37 /4?)16d TOTAL 2x(10)44-x x 3n S DOUBLE Db !2)14, 8" 13-In" 1- 13 E 3-tn"/4" 13-In" °E CjI IEE 1 ZE RAD WA PLAN 1 NGINEETITY DOCUMENTS SHALL SUPERSEDE ALL + u WHERE END-ZONE 20 ft 24" 40" 5) ALL TITEN HD's SHALL BE INSTALLED IN THE <OF THE SHOE >A4 MAINTAIN MIN, CONCRETE DETAILED ON STRUCTURAL FLAN. - I MOT48 (46)16d TOTAL c20)Y�'0 x 3"SDS SINGLE H T/8"0 8" 13-1x" 1-8(4" SEE L SIGNED SEALED E X APPROXIMATE WOOD T1e ANCHORING ROD LOCATION. SEE WOOD Tfe — —W INFORMATION OF A SIMILAR NATURE SHOWN ON THE ASSOCIATED PRESSURES SHALL APPLY 22 Ft 24n 36" EDGE DISTANCES OF 2" FOR 140'9 AND 3-1¢" FOR O"0's. T 15 INTERIOR ZONE TO FOLLOW THE M8T6® (66)16d TOTAL 2x C20JYa"�x 3"SDS DOUBLE HDQB !2)1/8"0 18-V2" IS.. 4" SEE PLAN WA Q c ARCHITECTURAL DRAWINGS. DETAILS 4 SPECIFICATIONS" ON PAGE STI FOR ADDITIONAL INFORMATION ON TO COMPONENTS 4 6) TITEN HD's USED FOR EXTERIOR WALL APPLICATIONS MAY BE USED'QNLY WITH MONOLITHIC NTERICR ZGNE SGHEDU E FOR 0 '1)AT EXTERIOR WALL APPLICATIONS WITH STEM-��lUtllbl Lk1El U$EQ-1B 11 k Hbl� fialJD L4LL5 FALLING IN Ta4E END ZONE I (24JYt x 2Ye"8D8 SINGLE HHDQII I'o 9" 15" 3" SEE PLAIT WA 6)MINIMUM REQUIRED BEARING LENGTHS SHOWN ON TJ-BEAM THE LOCATION AND INSTALLATION OF WOOD-Tis ANCHORING RODS CLADDING. WALLS NOT csl6 c3mJ ed or(26)I0d TOTAL d TED FOR IN THE DESIGN AND,WHEN 1a)IN LIEU OF14"0 TITEN HD's, USE Y1°0X4-1¢" EMBEDMENT ALL-THREAD RODS w/MIN. 2" CONC. EDGE DISTANCE AND SPACE AT HALE THE INDICATED REG!CN PROVIDED THAT DOUBLE 8PH4,-6,-8 11?)10d x 1-1n" 2x(24)1,*"0 x 214"We DOUBLE H II (2)1"• I$" I$" 4" SEE PLAN WA �_° OUTPUT HAVE BEEN ACCOUNTED SHADED/HATCHED AS SPACING FOR Y1"0 TITEN HD's. 5TUDe o THE 6IZE/5FEGIE5/ APPROPRIATE,BEARING-ENHANCERS ADDED SO A5 NOT TO "RSD" IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM GALL-OUT INDICATED ABOVE MAY USE 716) IN LIEU 36"0 TITEN HD's, USE 316"0 X 5" EMBEDMENT ALL-THREAD RODS w/MIN. 3" CONC. EDGE DISTANCE AND MATCH SPACING GRACE/SPACING ARE USED. HPAHp22 (23)Ibd (Ib)i0d HGT2,HGT3' !?)3/4"0 1" 11-1n^ 3" BEE PLAN EXCEED THE MAXIMUM ALLOWABLE BEARING CAPACITY OF ANY INTERIOR-ZONE PRESSURES (Ib)I0d HGT4 l?)3!4"4 1" 9" 9" SEE PLAN II-In^ ¢ a STRUCTURAL ELEMENT. INDICATES THE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE fP LINE INDICATED FOR AND WASHER HD'a DUE TOM TER14L UNaVAILABIL!T'', I LTP4 (12)Dd x 1-tn"TOTAL �$ FOR COMPONENTS 7c) ADD NUT AND WASHER ATOP SHOE > AT EACH ALL-THREAD. P HE!GHTv •4'MU5T U5E SPECIFIED WITHIN THESE DRAWINGS F MING MEMBER 7d) USE SIMPSON TWO-PART EPDXY PER MANUFACTURER'S INSTRUCTIONS. TiM�ERS'fRAND I'1E L5L STUDS I.L.O A35 CI?)ad x 1-U?"TOTAL 9 R4'ihvl erd4"+ 7o t*OL►;dATtoN"G� 'kCTOR BG �LE NOtEB @UILDING DESIGN CRITERIA 1) ANY STRUCTURAL ELEMENT --) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED RA Y REPLACED WITH A LARGER STRONGER AND/OR CLADDING. S) SILL PLATES SHALL BE ANCHORED WITHIN 12" OF EA END OF EA SEGMENT OR PIECE AND ALL SEGMENTS OR PIECES SHALL HAVE MIN. (2) ANCHORS SYF. HEIGHTS<24'MAY USE I. E META20 !IZ)10d x I-In" 0 MAY BE 9) AT ALL INTERIOR LOCATIONS AND EXTERIOR MONOLITHIC FOUNDATION (ONLY) LOCATIONS, ATR's w/ AT/ET/SET EPDXY MAY BE USED i1o. SPECIFIED TITEN U USE S IMBGV AT ACRYLIC TIE TWO'-PART E EPDXY FOR,ETC.) - E MIN.CONNECTIONS U.N. m HIGHER-QUALITY ELEMENt/PARt/MAtERIAL Wltl-IOUt ADDITIONAL L5L 0 GONTRAGTCRS GiSCRETIGN_ HETA20 (12)10d x I-1n" 2)ALL DIMENSIONS(RIS PIN'ETEIr�,EMBEDMENT,EDGE,ETC)ARE MINIMIAM DISTANCES U.N.O. ANALYSIS REQUIRED. HD's AT CONTRACTOR'S DISCRETION, AT A 1:1 RATIO. USE j"x4r EMBED EPDXIED ATR's i.l.o. r TITENS, rx5r EMBED ATR i.t,o. r TITENS. 3)"DOUBLE"HOLD-00"REQUIRE MINIMUM 8"SPACING BETWEEN ATR ANCHORS UNO. CODE: 0 ENCLOSED USE (MIN. � " T{-41GK SHTN'C� W/ TILE ROOF COMPONENTS d CLADD INC PRE$BUREB - IN LGT2-MASONRY !1b)16d SINKERS I T[8188, 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE RX77ER1OR FACE OF THE 15UILDIW%TYPE: ENGLOBED 8)DO NOT SCALE THESE DRAWINGS.DO NOT ASSUME WALLS ARE DESIGN LOADS - (1)V4"o x 2-v4"tl we To 2x4 BECAUSE THE ARCHITECTURAL DRAWINGS UPON WHICH THIS FOUNDATION,GE CURD OR CM WALL TO THE G OF THE ATR URB LQ BA81G WIND SPEED: 120tH 11 �3 SeG. USt ENGINEERING IS BASED SCALES AS 2x4.REFER TO STUD SCHEDULE - ROOF LOADING (0I 25 LDF) - F O IN (®IldO LDF) NET oPN'G or WALLS RooFs-PITCHES$A2 a 1/12 ROOFS-PITCHES 1112 <12/12 GARAGE DOORS PARTIALLY RI END-ZONE M•I.�Ib (1)I0d or 10d"t-In"to TRIM, 5)MIN.EWE DISTANCE DOER NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MM p 9 (4)I/4"0 x 2-I/4"TI TO UU4LL �p�yT 18 MEASURED F'RCM THE LOWER BLAB ELEVATION BUILDING CATEGORY: I I FOR MINIMUM STUD SIZE/SPECIES/SPACING FOR APPLICATION.STUD TOP CHORD of RAFTER LL: 40 per L: 1S/per TRIG.AREA IN END-ZONES INT.-ZONES CRN'R 4 E-ZONES INT.-ZONES OH C-ZONES OH E-ZONES CFNIR 0 E-ZONES, MT.-ZCOEB OH C-ZONES off E-ZONES FA4ESBUREB FOR GARAGE Doone WITH orE ENP(ONLY)EXTENDING MAX HTSMIb (8)10d or 10d x t-In"r0 TRUSS, 6J ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS AND/OR COLUMN SIZES SHOWN ON STRUCTURAL PLAN SUPERSEDE LL: a0pef DL: ipef w/FG - WIND LOADING 01160 LDF) Square Post 5'-0"INTO AN END-ZONE.ALL PRESSURES NEGATIVE(-),EXCEPT A8 NOTED. 4 "0 - 1)ALL 1 SPECIFDIRECIED IONS WIND IMP.FACTOR: 1,00 THOSE SHOWN ON STUD SCHEDULE.WHEN A COLUMN IS SPECIFIED A5 rj{-}INr3LE5 20 Sf• w/TILE 120 MPH U1fND,SPEED FO8 l.J NEG.(-) Pte.(a NEG.(-) POS.(+J NEI(-) Poe,r.) NM r-) NEG.(-J NEG c-) POS.r.) NEG.(-) POB.(+) NEG c-J NEG.(-) NEG(-) (2)U3d x 1-14"TO TRU88, "I)ALL NAILS D SIZE O ARE"COMMON"SIZES GE WIND EXPOSURE: B LARGER THAN ADJACENT WALL FRAMING lex. LU 2x6 POST 1N A 2x4 - <20 rt +25.9 -341 +26.9 281 +14.9 60.1 +14.9 231 J +23.1 -303 45.9 -259 LENGTH(IN FEET)OF DOOR INTO END-ZONE POS,(+) HIS,-168,-16-2 (b)1/4"0 x 2-V4"TITEN BG TO B)MINIMUM ROD 91ZE/CsRADE,EI-IDEpMENT!EDGE DISTANCE SHOLLN ON PLAN 9lJPERSEDEB 4)� y° LA ) THE ADJACENT FRAMING MAY I CHER I32x ED-OUT t0 BOT. CHORD or CLN'G JOIST SEISMIC DSG CATEGORY (01160 LDF) 588 -6e5 DOOR stzE MINIMUMS SHOWN ON THIS CHART INT.PRESSURE L PINI +0185IT � -0.15 d i i ii a 20 <50 ft +24.1 -32A +241 -216.9 +1916 -45,4 +1316 -T3ID +23ID -T9ID 423.0 -248 I' 2' 3' 4 5 PSF �� (18)V4"i x 3"SD6 t0 TRU88, 9)MINIMUM EDGE pISTANCEB OF 41 MORE REQUIRE MINIMUM b'WALL F12ll�tMA•Ys '0� LL, a>- MATCH THE COLUMN THE ENTIRE WALL MAY BE FRAMED WITH THE LL: 10psr++ DL: 5/per A (2)1/21# t i0)MINIMUM e"ePACING BETWEEN NI A-or HETA-ANCHORs UNo. EXTERIOR WALL FINISH: BRITTLE ° OR TRNTIRE 5 DISCRETION. "2ID pet DL FOR TILES<Ibpef,PER FBG "APPENDIX A." TILES%Ibper REQUIRE ADDITIONAL ANALYSIS 50 <100 ft +232 -293 +233 -25,4 411.9 -393 +11.9 -222 -88,4 -632 +2?2 -212 +?21 -118 -511 -6T1 8'x 1' 4 LGR DOORS -25.9 -216.4 -216.9 -27,4 -?lB +231 MOTAM36 l8)10d To FRAMING, IU MINIMUM 1-in"EDGE DISTANCE FqR TItEN SCREWS THIS BUILDING MAY DE USED M AWIND-BORNE DEBRIS REGION (pii, —� LAR'aER MATERIAL,At CONTRACTOR'S '3;s ••20 per LL FOR CEILING JOIST WHEN USED FOR LIGHT ATTIC STORAGE >100 ft +22ID -26.9 +220 -241 4105 -34.'1 ADD -218 -698 +215 -?5.9 +215 -218 -54,4 -64A 16'x 1' !LGR DOORS -24,4 -246 -241 -24.9 ?SID 42?ID ! 1 "0 - 4" O M f2)MINIMUM 4"EDGE DISTANCE FOR TITEN HD's mLL IF GLAZED OPENINGS ARE PROTECTED aIMPACT-RESISTANT FirstSource Builders FirstSource i L___j i ? �Mr: t + - -w,.. (r•i„..; •�rr" ��„+"rs; : .0'' `may;,.. .�. Full ou BUIIdBTS CONVENTIONAL OVRAMING CONSTRUCTION NOTES Ei� F X*lLnu' core ELrtcN uFLFro> u x-As,c e o sr v :f e 2d"O/C AttACi IED t0 RIDCtE < VALLEY NAILER w/(3).131x3" \ -- ---�' LENGTH CONECTOR ta) aoo ee: -- ,!TOENAILS. -- — I.RASTERS - USI=2x6 1'2 SYP/SPF RAFTERS s r Ac�i ii 4 (U�(sl ed _--_-- slstctuR.0 E �L I' U HeJ+aHx.,�M= ��� r�),u uv u2—,SA. 5 µs i I (3)watts of ±VALLEY NAILER- USE ONE SIZE LARGER THAN R.eFTERS AND ATTACH TO ALL INTER°+EGTING TRUSS TOP j mLL =q)w uW r4)edMi>R = c-a _ _ r (1)ROW OF • 10d NAILS•8" I u 3 E (2)FRMS Cffi H8'S 46 - a <:,�e- °'+r-• r O:G„ ' . mi% I'44' - 146AC S ry He Wv rs�m t-vr =art.- o r a - - - CHORDS wl!4).131x3 NAILS. (U HI6 Qg FTTBG x i 404 -4 T ;' • IIDd NAILS ♦ • ! 1 f _ „s-, �', •4•oc_ STAGGERED A8 RAFTER CRIPPLES - 2x4 r! SPF CRIPPLES s 4'OIC(MAX HEICsNt = 6'-3"•)_ � , I L�� _x�- e.uss r�. I! (1)ROW OF STAGGERED, s °.)FNOWN,EA PLY. I RiDGE CRIPPLES - 2x4 w2 SPF 0 V O/C(MAX HEIfGWT . 6'_30•) ' I ! I i ! :I >1+' M _. , r� c c G I j • 10d NAILS a 1 V4"CFF G • •IF 1x4 T-BRACE iS ATTACHED TO CRIPPLE w/.13Ix3"NAILS 0 4"O/C(MAX HEIGHT = 9_}PJ"). I i ! I j 111M MTAU.Son 'ie■te +�*eTi Wow s+ I STAGGERED,D, OF 2x&- IF 5 +iF 2x4 T-BRACE iS ATTACHED TO CRIPPLE w/.131x3"NAILS a 4"O/C IMAX HEICIWT 11'-2")_ (U DIAD.APACE OVER MM.(4J PMNMLINOINNM e�csn WlTWIERLINE 'D IF CRIPPLE DOES NOT BEAR DiREGtLY ABOVE TRUSS TOP GW10RD ADD(1)2x4 1 SPF BLOCK BETWEEN TRUaai tR185E8 APPLIED t0 BALK SIDE ! Z ". ,) !i ! OF WEB.CONNECT 70 EACH TRUES I! TM■�sow ' s TOP CHORDS ATTACHED w/(3).131x3"TOE-NAILS TO EACH TRUSS TOP CHORD. 1' • APPLIED TO FRONT WEB W!(2)NAILS_INSTALL DIAD. TRUSS-TO-e CONNECTOR SEE SM�+�r� ! OF 2x4 a .!ATTACH CRIPPLES TO RAFTER OR RIDGE W/(3)J31kV NAILS AND TO TRUSS TOP CHORD OR BLOCKINCs w/(3) SIDE OF WEIS I BRACES+EAC44 END OF Conk'. '' �' Tian& CONNECTOR OI Q�• r2)M)R bYF TOP!rvteTBt PI.1X8 I � • • e � j JNx3"TOENAILS. ! _ LATERAL BRACE LINES 4•MAX- I; !j TV 2d -e.rc2)OP r-lFAST Ruta• 1!RIDCsE - USE MIN.2x8 02 SYP/SPF RIDGE(RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS) �j ! -! I 20'INTERVALS BETWEEN ENDS_ ativaeTAsoe •.rnat srLAre• a • ;;NAIL RIDGE ENDS TO COMMON TRUSS•ONE£idD AND TRUSS TOP CHORD OR BLOCKING(SEE ABOVE)AT I strlPDON HEra2o W ruses x ts• OPTIONAL 2x rr to-UDE v1"xa"AJD'S r■a leu)uo•NALb N u ur ! I i OPPOSITE END w/(3).131x3"TOENAILS. W)2"x2`8fx1CdK wAaNeeD•32°OG Mw4i-a,o"ub+cac.t_M-atuDa Builders NAOb At F_A[..Fa T1eUDS(EXCEPT I Nm w■09 Nit YDNb COAL W : - -OPTIONAL 2x E) M•taaon•tI,woos Pee c■Tu.S.tn ! I,�. 11!1' 2 1 5/8' i BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMMCs w/PROPERLY ATTACHED APA OR TECO RACED LNfE1 CaaeBE WV(ITT STEEL aQ ews:."row,�■,N+ n t�OR SYP ,, 42&VF S SHEATHING PER DETAIL A/STI. I. CONT F+OWZ,wALY M-ITILD ,,,�O11e�,�, Cn t4PF Sax SYP�i-I ,S££TRUSS DETAIL "vALGONYFIila3"(M TRUSS INSTALLATION PAGKA,CsE)FOR VISUAL PRESENTATION. I �IN�LAT I, I', tR ar)•a sTr alae s SPCC-•,-e• eP■d■s.errcaN- j I! ! .•i IF LATERAL BRACE MUST BE MADE OF K"A..•■4"111w-NOr -w� ; •TYPICAL CONFECTIONS,•STUD SEE STRUCTURAL FRAMNG PLAN FOR NUMBER OF PLIES. FASTEN _ ! BRACE QUANTITY AND , MORE THAN ONE PELF,DO SO BY F i rst S o u rc e _--I mmomw Nit Ulm uuoo•n• ' r'rn,XNJa-JACK-TO-tKJNG STUD WALL SHEATHING-TO-POST W/MM ad's•12°O/C OR GYPSUM-TO-P08T ! _ -_- - —_-- - ------ - ---------- i BY TRUSS ENGREER I j i Atra+O,Nd wcoa !i ASSEhIBLiEB.C010NER POST.ETC_ W/MM IzPs•4.OIG.IF MORE THAN 3 PLY'S ARE USED,CONNECT LOCATION DEFIh1ED OVERLAPPING AT LEAST Z TRUSSES 111"o.x r e wezFstr CAST 1,,- v SOL"OR1PdIG I •SPECIFIED NAILING REMPED FOR F_ACH OUTER PLY TO SHEATHING AS SPECIFIED. CONNECT TO EACH SEE PLAN FOR LOCATION OR+J x r wsG�r�tr o f Jacksonville c� V031:6•EYIBED WV HM 25"LAP ALL-TFeEA:D ADDS•/s•,o•,t[ EVERY PLY IN ADDITION TO 2 PLY'S. ' ! TRUSS MEMBER WX2) 09 MrAd.04111 NAILS „ DESIGN CENTS ! I j FM FLAME Nowt 1wa1G �) uSOo•n. sretwt � Ii 'v I1 `x II �f i iI i! me MULTIPLE PLY POST CONNECTIONS •_ 6 x 6-tu,t x ui4 twr r -ALL LerraeETE tMINII1M Stt j ! 655s Roosevelt Blvd. , I! Jacksonville, FL 32244 NM to SCALE F GRADE `� 4• opt FttDEI�teaHW 2son PDI LorPREss+vt r; 1 4'"`'' WATERPROOF BARRIER - STIENGTH•ze GAYS -- --- - - ---_ — - -- - Lx; " Tel904.772-6100 `. FOOTING To BEAR ON UNDISTLA�ED SOX- r LENGTH O=CSW STRAPPING w/MIN.f10J 10d I Fax 904.317-2835 NOTE.MASONRY S D N LIEU OF MONOLITWC FOOTING- INSTALL ANCHOR&A-Tip USED,WITHIN a'OF !: INTO EACH PLY OF SILL a NEAD(MV,EXTEND !! ; MULTIPLE TRUSSES , BEARING WALL.ENDS AND WITHIN Y OF DOOR OPENINGS N BEARI'rG WALLS. SEE TYPICAL LANCRETE SECTIONS FOR ' HORIZONTALLY ACROGO STUD ASSEMBLY e ! j RENFONIOM AND DIME NDIONMG OF FOOTNG6. T. STD BLOCKING,CONTINUOUS TO CORNER FILLING i. I FOR TRUSSES,•24.O/C MAX A txcerr As NOI D CH•TfalclwtAL FLAWW ALL MOLES w/10d.(TYP-4 STRAPS,• ! STI TYPICAL WALL SECTION a tti o AILGNAe a HEADIER).4 STRAPS•SILL) OF x(ADJACENT FR ftYP).MATCH SIZE THIS ASSOCDOCUIATED ONT, MENTs wl - __ of ADJACEINT FRAMING[STUD$) + `' ASSOCIATED DOCUMENTS, IS AN To ZM.1 INSTRUMENT OF ENGINEER'S 3r-T 4 6 6 • l i I , ! I I I � I t+NE.dTHIk±rHlaa� a ATTAC4#MENi se m E USE AT THE OJ EXCLUSIVE HEADER PER STRUCTURAL PLAN I ( 2nd FLOOR WALL I I SEE DETAIL C/8T1 FOR(VER!CAL) i I `S r SHEATHING VIED "' 'Stout ALFAHM adRING SHMK Eyctr-AsNo^ECc,;anx:c,�+wkrisers I a Ijj ------ ! WEADER-TO-STUDSTRAP MG I ! ii , I ABO'vE wIFD ta'S H A T Wal _' (.wows ID•■s Q WAIT PER IRSIM231 OF �.:. as ..�:c..w I J ! ---r SPEGIFICATIaNSREIFI . � _ SPEED 3 xNTHIC"69S^ atNNGSWWKWeI� w"r"wRTsststxrmq aacwroxxanc "ilaaunFLa�ATFr+r..r�7It0> LAR ve -- --- --- --__ - j li HEREIN II OFdiATIONDERMAY SPED r,,, NALRIG MAY EE SHMK ata.RING o-,.s j I At EXTERIOR DECKS,LEDGER OSB SHIEAT4IMG I FROM THIS DOCUMENT,AND/OR 4g s I _ GEE TYPICAL WALL FabrEN 3/4•r.G ASSOCIATED DOCUMENTS,MAY zoeE ernzowEs cane ur srucco w,srucco zo," za• .� i !I -'1-3/4'Width Pfee®►: SECTION t FLOOR DECK TO or&eRVT)9t DY dta.CAM"OVER Esc-t-u,cv I i i I SHALL MATCH JOIST DEPTH(MM. •Minimi■)W(T)rows of IZd(3-V41)nails•D"o/a i': `,- I LATERAL BRACE I I NOT BE USED FOR OTHER ,a�" 6•!1 2° a!a^ !5132° 6'/12' 6•%" FIRM� SWANK die.i6-20 .,es tea! .;++s, I I _. .. _ _ .Mininawl of C3)rows of 12d C3-U4")reds•IZ"old t4r{4't _ ! 1 ed W!(4)10d ao 20 ea!6 3 16 6 NULNG lei F/■t1) R1NGS P92 MCH, as-mem ". 813 Tta)AND 13E ATTAC+ED TO i' `leO�'°r W ! COMMON NAitJ3 WORKS)OR PROJECTS) 2 6y!r aye 711 G" 1 st32° ? 3 6y1 r 616 11K MM'uoao) 0280°dta.RLL �-rom w6 o T�r i NAIL THROUGH(24/0 SPAN INDEX)APA EACH W"o/e(MAX)VERT. •Nailed oorraaeitorw ret an addtttonat Tau of Mtb ohon rot atz• i' ,xc.noo 32J'6� 2all6 (3 16 (32115) WRH TXJ:teoorats, IRJIAIp WEAD,MIL .�-3a >+-se oTrp+e 'I 1 '! is " : ,zr";,,oc UNLEa6 ® 2•LENGTK - ,, a: I! I I RAT$D SHEA11•fNG INTO PRAI°tINCs W/8d j FRs1T'1NG el Ya"dta.SDS-SGREiUS- sP�f ! r, ' I ?x4"Z SYP PLANK I; WITHOUT THE EXPRESS WRITTEN -! is emlkr thin fled above fnin.0128"X3") 4 6 y 12^ 6 y6° 6"112° °/1 atW I i I I i At 3.OG.AT ALL EDGES AND INTO i 3•LONG P DIRECTLY ATTACHED o ;— 3-pig T-BRACE FASTENED TO ! I IT T� !I PER, OF THE PROJECT mo.c.e 2 24 16 a t j •Nail hon BOT14 SIDES of 3- nenbere i a Zx4 4 SYP 1 I Ole- EACH PLY OF EACH DOUBLE INTERIOR TO FRAMING,3-11Z"LONG,P _w '�- j 3-V2'Width Pieces�4-pig i-3/4'Width Pleces: ; WEB W!.131x3"a b"O/C. ; t-BRAGS To BE sAWME AND BDTTOML FASTEN � DIAGONAL ENGINEER IDENTIFIED BELOW. Fan raw HO1Ta' I -! PLATE,12.Or-ELSEWHERE. ATTACHED THROUGH SHTN'Ca ' ! II i •Minbxm of(2)rove of VY bolts•24'o/e stag .j SPECIES AND CWADE AS '° 10 FLOOR TRU88 W/(3) BRACE a 24• ENGINEER®TRUSSED OR I I h UJ ..QLAMTITY a=SCREWS: r.^ ! , Olt: I CONVIMIONAL(SOLID-SAWrU i U.1 i ,! , > ry� IZ° - WED TOO BE BRACED- ! IOd COMMON TOE-NAILS. ! woo ele sawn 1°ee T FRNIIWCx BEE PLAN LAYOUT i I i ! j ( FOR OTHER UPLIFT 4WIQDUTARE AND 12x8 LDGR (6)SCREWS \ Tx STUDS / 1 12" SIZE t7F TIET BER A8 LATERAL BRACE 9 ! i` DBR G oT ��V DF-SCRIPT ION ASSOCIATED DELEGA � : j !; I CONNECTIONS,SEE TYPICAL WALL '!2xm LDGR: fl)st.'�2EIU$ �'� \I PER TABLE I / /}- SPECT: B,,Y,,, LOCATION ON BOTTOM & i ENGIIEATON OF rB"bEIIDTR=;{�--�-- I I I SECTION MID TYPICAL HEADER I i 2X1'1 LDGR, (8)SCREWS ,_ , D• f' �r - . /r I I L SIGNDE�G"cqa(MR ± CHORD LTO MAI- LATERAL OCATION ON BRACE WV(3) - ----- i i - FRAMING DETA L '- ff 1X4) - s - -'`- ------- - 1 dd (4).131:6 TOE-NAILS•EA TIWND6/ �-- I I N't TOP CHORD. Wd ! ----- -__. ' _ 1/30 UJn S "X" rw RAFTER-tO-TOP e M ADOrr1e N to (2)2W •1 SYP TOP E.FASTEN PLES (2)2x(J HEAD 4 8YP LEDGER FASTENED TO ! I! / 2 a ! NAILS AT CCNECTOWS)St°EC40FIED N tOGEnFie W l2)R01116 Cabo•NILS• I AT DOUBLE INTERIOR - SCHED LE OR ON PLAN. iYPIGAL, ' i AND SILL I I I SILLS/PLATES/BLOGKINs,NAIL FIRST 1 Wo/c(MAX)67=8 w/J3bK3• ! / f .,y ( / I j !: L EACH END 2 ALL TRLL56 s RAFTER f7E.AleAJCs �G'o/O.STAGGEI�D,W r1tN 24°LAPS I! j (TYP) i ± PLATE TO SECOND PLATE W/(2)RMS i GUN NAILS•EA STUD MIN.(la).mb f'NALS IN EA LAP. ` ! ,j '`` j'- rte: j '' h INTERMEDIATE 3 PnlNrs ne)eD-To-e coFNEeraeft-TO-STUDS � !I ITN Ga"non�ar S'oma. (TRUSS-to-LEDGER CONNECTOR ! � � � 1 I I (SEE SCF®LL.E FOR NOT FIE=U41H USING WOOD-11. ! FLOOR SYSTEM , eF�+s s-a.MAX 3z•oio. - ea+Eerow ANatoRIX)IecDa PER DETAIL B an SPECIFIED BY Tfa1%ENGINEER) SPH416/8+32°o/0 Iii i 1 I I I i WIDTH REGXJLNFEI•ENTBO '! TraiSB =�R 4 G.'S`�'ION SG;IA E(RVs PER TIL! ) T "! '�' I i ;j 'T RAFTER-10.1p CONNECTORS I j I .T.= _ } ' 2x4 2 SYP OL LOOKER$OR WOCO.7te j i j ! t i I `! _ -Zxb • �' = ® ® i! ^i; (' i i i CEILING LME OVERHMIGB S W,•24-old UU tl. LE4YGTH CON'EGTOR RODS W/3"x3'708" i ,;i. NM1d"IM ATE ,. { h(ftJ MIL W i! - I; y,'1 - uL4SFWFJe+6, SWEAR F 51ETERS, i I ' j T' Z'-1' ' RV•TtT-124L1)B wK8)NAILS•EACH$TWD. 9 (U H5•J ACd 4 OUTLOCKER TO TOP ll F6JN8)N16,Q6 MT312 UOTN •STRAPPING,E I i i PER S1LLI i2 SHEAR ! !1 j .j Rv 1242-b6T1xIZ ul/(IZ)NAILS•EACH STUD. I !: ,, F '! WALL TOP R. CONNECTION OF MULTIPLE ! 1 I i '� "°'� Q"" F6'S 4S Was'a Sffi CONNECTORS,CLIPS. ! - I I' !I ' Z° - !; i Q I ' 11 -C ABLE O1vSPA,4NG6 1&1 241,7R1SSioP/END Nr. ePEca A)=J'6 eNetszs waoD•iWe ' s oN (; I 5' 1'-�° I TRUSS LEDGER DETAIL. �LYSOF SCL BEAMS UN.O I ! (2)H5•EACH OUTLOOKER TO TOP (U HIS, hR812 t cwt As Not®ON enuCRIlit rLANrs, ' ;!' i 1 EDG I >H'AEE PLAN erective Ncm) .u.LawGecEann RODS ACRE NQt REQ`D 8-SHEET$) ( 4' 1'-2 1/2" (; STl . •_, .INTERIOR BEARING !; !! :i ! I I ,I STl NOT TO SCALE !+ NOT TO SCALE I _ `:_—. �"ODRARAI.LEL EFD WALL utrAtl.B BUPPORrMG j% '1 —- -- CHORD of GABLE TRt186 OR END i WALL SFEATHING P19!TABLE mw`r. R WALLS FLOOR LOADS. I i ! i f! -- --- - [NOTE:RIBBON ON FLOOR TRUSSES Zx4 BLOCKING AT ALL RpOP FASTEN ALL ROOF 6HEA L TOP E. (U HTT22 r0 ATR CTYP). 'I 1 NOT SFIOUNN FOR GLARITYJ WITHIN 4'-0.OF L STD WALLS WiH deldC YB♦$R 11'rdUSSEB !! f2J 4 8PF 2x4•EA GORlIER ILA_ - T� BUPf'OR'T8 w/8d OUiLOOKERS w!J36�3 WEIGMt-LIMITED APPLICATIONS MAY " SPF2x4* SiNCsLE TRl.15S i S4EATHLFNs PAfEL EDGES NAILS•4•ote 2x 8YP T9LFCN'G STUN OFRiOW SEGUE BRICK VENEER M41Ci-I 81]g,GRADE s i 1 toe,ILD.E WIM2,(1)PFH76 OR f2) i� SHEATHING. ! 00112NERS DIRECTLY BBENkATH 'I ! wSTHM 4'-0"OF GABLE W4LL. Y . ° TO TIOOD FRAME B ICKV.TWO• ' ! PF-D2%.P PHD2's ARE USED,MATCH I' - ra- j I' I! E _ TOE-NAILS b°o/c TO 2xf)h SYP SHOE E W(21 fd7Y8 OF 131x3'• OLUtNT17Y OF ALL 2nd I v, r ! BEAM WHEN bxb IS REQ%X I 16•o/e HORIZONTAL a 32'o/e R•o!q DtAGt:$IXED- FLR STUD COLUMNS of 11. FOOTING(SEE TYPICAL WALL SECTION) HTTP°ATR SPECS. P OVER lot FLOOR TOP CHORD or TOP R VERTICAL BLOCGhYG N FLR SYS. ! -- --.- --------- -- - (3)UTx3'TOE BEAM,STRAP TO BEAM w/(3)CSI&% 2X4•1 SPF LEDGER i HTT16 s We"o -1/�'EMBED i j L ALL DIAGONAL AND GONTNNJOUS LATtRAI.BRACING LUMBER SHOWN SMALL BE 2x4 CCNSTt@UCTICN GRADE SYP OR BETTER 11NA. MIL G14G'APA-OR TWO RATED W WLR- - I! l3ply END FP0878 REQUIRED) w!(4)J31 X 3°t0 I i ! EPDXIED ALL RNIG�AD 2-SHOULD A SCENARIO ARISE THAT!'ROES NOT RESEMBLE 74108E IDICATED ABOVE,X•FIEDIATELY CONTACT THE ENGIN[ER OF RECORD FOR I I +OItTLOOKER! .I i BLOCKNG-TO-TRUSS DROPPED(-3-Jit")70P CHORD TIG pECHCMG(24"o/o STUD COLU'N IND_ , + APPROPRIATE BRACING DETAILS. I ! TOP CHORD. -I 2x•L•OR"T"BRACING ON VERTICAL FASTEN EM.WAIL BFEATHING r0 STURD-I FLOOR)W 6•K'o/c i ��++ /� •�� /� /� EACH MTLRBECTNG (3)13buo - EACH Qg ALTEIaIA)tiVE AS 3_BRACMG LUMBER SMALL INTERSECT TO It OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACIIra CN THE MDIVID<LAL T12L56 !I ti TOP le SHOE e•RM–R:EBON ! £ .NEWS - ',7PEGi,4L SHEr4RUJl4LL DETAi L TRUSS MEMBER- NAILS.EACH -_-_ SHOWN ON STRUCTURAL PLAN. i l WEBS ab$PEG°C7 BY na16$ W PIeEB(aeE'ED'FSIs£NAILING" q8d HALING.APPROVED , ;! DETAIL81O1R�UCED BY THE TRUSS ENGMEtIt ' 1 ENGINEER MM.2x4 4 OFF•MAX. SIZEBPACWMA CJNOTRNC CIN ADWESNE. I I1 USE WHA!130TTOM ICWORDS ON (' Tim LEDGeR !' I \ 4.ALL FASTENERS SHOWN ARE 136,3'NAILS, - •� STi NOT TO SCALE !I DIFFEIQEI`IT 4EKGWtB 1 BLOCFCIICz7O N/8T1 LION -STRAP PER 5.SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE RECLAREiM9NT. +I I i ! 24Z4�M TO{IEE.NAILS of �� WRAP AOFW85 JOINTS N rq, UBE 48"STRAFE ILD. I' 6_ R TO Brel 1-03 FOR ADDITIONAL�IAEMT TRU86 BRACING IPOFdMATION TO BAND Board)w/lidMDTAz4 /U.aGNR SPECIFIED 40°STRAFE I I CN oPPO61TE ; 1 ` I;! 7116' AOR ( _ UV f°.0 Iw'd WH41L0/IED reea °+"N P LOOP DEP1W1 a 16• SIDES OF WALL. ! ! nw•w,.ar -__.--- ! AP tEC01?ATED WA Li3NGTHAE NAIL 94iEAT-iN3 t0 TOP a >.awwsaa (NOT REG2'D UIFX3N USING -___ - IDES --- -_-.-_- ----.__._— ---------- " s I; �SFEA,tHMG W!6"/12'o/c I) 11 SPECIE)ON TRUSS ENG.,REFER ' R T � � LATERAL t � � I!�G. srRlXT_cALL � use�WEB t°ER teErYD DNF.AR WALL G•oO+•r WOOD•TtE RODS) i e f I (4)MCI-TOENAILS I NAILING 4 S 2xEQUAtJ_Y EACH AS SHOWN BELOW.EXTEN©''x" :; KsHT ILA.a 4EKa!•IT. EDGE NAILING um,. .I I 1 2x4 n SPF BLOCKING --i BRACES MWARD MIN.6'FROM GABLE WALL AND I DOUBLE AND/OR TRIPLE•L's/T's AS NIeiED47E ttoow enTe+- ! , •EACH BLOCKING ! (i STl NOT TO SCALE i "tFFL1OAeLE tonin-ettaer eansne b" FROM EDGE OF j I Z4• c IQEDUGE � TO TOP}'LATE OF I' i I I � SPACING UIWEN WEEI&EXCEED ATTAGN 2ND I4..OiOR STUDS TO air. M lv FL LAY= )eeOGM'X1O MAX EXTERIOR WALL. --- - ----- _----- -- ----- ATTACH TO EIICWH INTER9EGTMCG/ADJA,GENT TiH18$ REQUIr�P TO MAINTAIN MAX o/c IST FLOOR BTIDB,CTU,OR pe.E•AWI elft LAYK Fee 1TFE,elm t UPPER FLOOR SIDS TO LOWER ! &W AND TO W o%FOR ; ; -BEAM ABOVE - ._ PER FLOOR BEAM II/40LENGIN DUAS0111111MATGt G•M■111M i;wMOeas, FLOOR STIRS OR LOVER FLOOR! - 1 SIEATHINGrF+OSt I 1$!LQ/Nip 12°o/c FOR SW. ! _ j G-- -i. w/(3)J36,3•NAILS. MIN.!BRACES BRA GABLE END ' $PACING°.rFWOUN ON 9CNEDW.E W Sl.oaats a NWAtLANON O■TAXa. BEAM WITH 40•LENGTH OF CSib' � - -- «WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 4 GYP OUTLOOKEtZS- ( j IDROPPED-TOP CHORD GABLE (48•IF FLOOR DEPTH a 16•) I --], ! ! !; - C816 STRAPS•32.OAC IW liU ID STRAPPING W(X11mdr@!D- MAX"X"BRACE-PACING:y P1.2x8 IY V2"DAMxa'AA'6 CENIERED ON FLOOR SYSTEM i I! I I !1 S...i dfiND Ube W/2'SQ•D(it1ANIE 1W5d-ER8+24.OL. ST ArPINSWooptw RODS a 4'o/a j I I ! I j I I I EXTERIOR WALL. i PEAK OF GABLE 70 THE EAVE OR SEAT OF OVERHMYaB S W",•24-o/c W/ I I I <'16 PRCN-W-01o/c'_-.�, 1 !, ,; - THE)'WISE 18 LESS THAM EHE MINIMUM Ill 4B•EACH a1TLOOKER 10 TOP (� 'Ni 16 PITCH-b'0 o!c ����' RODE•b'O/C u'OAC s LINTEL taAeBE tw(U T+StBcN I ! SW(TYPE)' I BUILT-UP OR BOXED COLuMM MAY ON-DENIER sPACMG INDICATED FOR TWE CHORD OF GABLE TRI18$OR END >7S,PRGH 4'ID o/c VIS,"THICK MR)APA-OR SYSTEM OR UK TECO- ea INTERIOR WA LSA 012411" LONE H0182:SE W GROUTED I MM Ns THICK(74/0 SPAN INDEX)APA-OR _ i 7e BRAGIFIG,A SINGLE'X"-BRACE AT THE WALL TOP E - ------ MATC44 AIL WALL 84E.AtNIYs i I I DETAIL TO BE FOLLOWED AT ALL LOCATIONS WERE 1 USED M LIEU CF 4x4 OR 6xb_ �' PEAK MAY BE USED AND THE O7HER OVEIQFANG6 K"ZZ4•,+16•o!c w/ i u Ste°E MATCH NAIL 812P/BPACIYt OF NTD COLUM SPECIFICATION , TECO-RATED WALL SHFATHMG ATTACHED TO I i I I! EXTERIOR WALL RUNS BETIIEEN tUfO PARALLEL cl 7RUBBEB. (OFF-PEAK)"X°-BRA.CES MAY BE OMITTED AT C2)F1ri•EACH OUTLOOKER r0 TOPDESIGNATED FOR WALL BELOW _ ON BTwuc'IAMN PW T Tal ON wmaLL CHINO""M KIN PRAMIM MEMBERS 4 BLOCKING PER TABLE ; L BQ�(ED COLIJ�I DETAtL THE CONTRACTOR'S DISCRETI .•• CHORD OF GABLE TRUSS OR END 82), FLOOR SYSTEM TO UALL e.aFscNs_ i ' BELOW BLOCK ALL UNBU'PORTED PAFEL ! I ! :; �2,,4"'�SYP LA,ERAI_BRACING GABLE BLGCC ALL PANEL POINDATION AND ADD(U CDW rrrr-LL•1WO1 I I I EDC#S W/MM.7x4 BLOdCIKs ! i Stl NOT TO SCALE ! - FASTEN ALL ROOF SFEA -TOP R. FAS ALL ROOF 81-FAIRINGS)J3b13" MR9'NaC•H PER RT AGRG86 FLOOR PLAN FOR LOCATION OF•5 1P'du x r VIBRON■tr !1 1 I I! ;I K I , 11 Zx4 BLOCKMG AT ALL ROOF WITHIN 4'-0'OF GABLE . ADJACENT t3CW'Tt IX CFKAC EDGES. g� I MATCH SPACING t LOCATION CONNECT END OF LATERAL BRACE a SYSTEM(OR WOOD RODS VERT.i•e"i!t"_D W/MR 2a°LAP cy-e'eEol•67itt�1pa+ !% i ! 2ply MIL STUD END POST(PER !! , j' 'j ! :_ ±' STi , 1. SHEATHING PANEL EDGES TO ALL SUPPORTS m/Bd ALL 6U'PORTB XV Od I! OF TO BOTTOM CHORD OF GABLE _ CONT.TO FOWWATION). - ALL-tHEAo,sooe v s•,o�dc• !! j ! I STRUCTURAL FLAN)•EACH ENE;, 1 I ' I' WITHIN 4'-0'OF GABLE WALL. NAILS+4"o/c 2x 4 SYP BLKNtG 1511M NAILS+4"o/c j I TRUSS w/(2)HQ3's,H5'e OR EQ. rr M)ee sir 411,101■s eFHF-6-s. ,amu � 0 NSES°ETet'�i !j SWEAR-WALL t1N0_SEE DETAIL D-8 ! j !' ( --. -__ -- --_ _.. - _ ---- _--- - ----- - ---- -- �.L_ _ _. --II - {,� OIITLOOlif W J3b3` I! I FOR ATTACHMENT OF POST PLY'S. ' ! + -- !. - - --'' �CT �:��- _; :! ATTACF4 BOTTOM CHORD OF Max n••a°•l-to-eitne-Nor VOGV.TW Iwo ereTaa j I ! I - - - -- - ! TOE-NAILS b°o/c TO 5` Uh GABLE TRUSS TO E ASSEMBLY w/ a- WAMueeass,OOo•Ta.Atioctmm V2°WOOD•Tis - -. .I (3)13bc3°TOE-NAILS T V4"fX3-V4'TITEN.SCREW• ! UND. '! •OUTLOOKER/ TOP CHORD or TOPE (� 2x4 BLOCICITNs AT AAA ROOF j W"o/c-OR-IR•sXb•TITETI V4 tbx3 $O$°.rC.RE11I6 6 o/a. yA� �: - 5-VY MAX HEADER PERS I I }5 BLCCKIICG-TO-TRINES DROPPED(-3-J4")TOP CHORD r; • �:• ' •,,e r !, ',,, 6WEATHMG PANEL£DCES HIPS OR 1/1•bt8•J BOLTS _ 0- KM-61UP ABBEhBLY I! PL APN OR TRI 168 LAY TOP CHORD ! 2x"L"OR?'BRI1CIYs ON VERTICAL WITHIN 4'-0"OF GABLE UAL L. ! 1 (m/zx2xV6"i uASHIER$)•FINISH . . :'e• I , v SYP DBL 1 ._._ ---_-- _ ! ' x 6-WL4 x MA WIIF ;I !j ! I I I AT OPENINGS MAY ;": TOPE ! 2X @ SYP " `i UE88 A$SPECT)BY T8PF t ! t 3T"oIc OR FEER'EBFN ! I '! !; % SERVE A8 END POSTS - 1 I j j ENCsLNEER MIN.2x4 4 BFF+MAX , l3).131x3"TOE-NAILS• ; 'l L wATr woOF i I S I I +BTM TO 7 • U tDAiaRtlae I I I j WO D TIE POD i I AT SHEAR-WALL ENDS �- ? 1 l31 J3bc3 NAILS/ f' E RACING to IIEB.ABSENT of ^'� I i {2�1STA24 WK90d/ ]4•o/e w!J3bd"NAILS 4'o/c FPOI'1 ;� I OU7LO0lCER 70-T TC i FOOTING To neAR ON UNDISTURBED,SOX. ST�TNGTH•2a Dara.• i i! 'y { `I I i .. OCKINCG M E�END�E• ! `±'. - ! j TO MATCH ROOF PITGK 1 PER"'n INSTALL DBL 2x T NAILS PER END. ON TRUft Ewa. NOTE,M,48ChRY 81EMULILL FIAT BL"USED M LEU OF F10NOLTI'HIC FOOTING. INSTALL r4lYY:WIOIe BOLTS I! I HOLD-DCtW AT EAGFF ! :! I 1 �- 1 I. "EXT. $WALLS BCWNED°RN R t0 (; Z 08 DOUBLE TOP a A668"IBL7 _ ! i; i 5- ° I FIRST TWO STUD i ! BEAM t0 POST. I: 2x4+1 S °X"BR4CIFICs.LOCA 1°EAr d SPACE '7i STRUCTURAL DRAWING,USING UEB (!USED)WttHM s•OF BEARING WALL E)NDD AND a1XTHN e•OF DOOR oPENWA N BEARING I INTERMEDIATE%EAR END OF SI-EAR-WALL, j! I� , �' _ '� SPACE$.MATCH �I ( 1 WALLS. SEE tYPIL+O.CONCRETE SECTIONS FOR tWITWIN A'OF AND DOINSIGNNG OF FOOTINGS. PER AB80CIATED TA04h 1 1 I i i ! E[dllAl_L"['EACH WAY A$8410W:N BELOW EXtEt'�°X' -! L.EIJfsTH/4EKGHT ILA.IE HEKtMT. 2x 9TID$CGNrIl10LL5 FROM FLOOR FASTENERS,PER DETAIL I I i I !I ADJ 11 BRACES INWARD MR W FROM GABLE WALL AND DOABLE AFDIOR TRIPLE"ve/r's'AS SYSTEM TO UNDERSIDE OF DBL TOP W A/9-n TABLE,TYP. '.' ATTACH?O Tc4 VERT•MID-POINT W(3)J3bc3' IQEQIJIIQED TO MAINTAIN MAX o/c j e ASSEMBLY(•OttTLOOKERB). SEE ! STRUCTURAL PLAN. B �' -- - ! � , - j I I � TCIe l/�� ' NAILS FTM EA SIDE OF'X'BIZ,AGMCG. MN.l9J � SPACING WEN WE EXCEED - MULTI-STORY TYPICAL WALL SECTION fWD M EVENLY SPACED•X•BRACES PER GABLE END- SPACING %4OM ON SCHEDULE. ! I BFt C PT•1 SYP 4x4 POST h 'I ! ,_I I± : S'niD �� - I i'I - MAX'X°BRACE BPACNCr. a ;I ((�� STl �. , p_®■ j I -COLUMNS TALLER THAN 1m' < DROPPED-TOP cH1oRp GABLE Eni�MEERED ROOF tra)sbEs I v TYPICAL GABLE-END FR,4MINCs DETAIL MA50NARY - UNA ( , LL.. 1 i <1 ! OR THOSE SUPPORTING S6 ROS TRtit58 ! 1NT61N'®TATE SHEAR FASTENERS, V2•dla. I ! ! ENGI�ERED UJDOD F'RODUGT, <Xe PITCH-b'-0"o/e >. - ej PER DETAIL B/STI?ABLE,TVP. i' WOOD•tle 1 _ I i2)MSTA30 W/(24)10d >J(e PITCH-4'-O•o/e ! CONVENTIONAL RAPIER$/JOL9T. - cJTt NOT TO SCAI..E -- i NAILS NAILED TO PLATES USE PT Z SYP ixb POST. '�F'. 7t,,"THICK(MIN)APA-OR 1--- ---- -- ROD UND. I AND BLOCKING ON INSIDE j j , j ! I (UNO.ON STRUCTURAL FLAN) ,i` TECO-RATED WALL SFEATHMG. I to sI III !i W The WOOD*Tie Anchoring Rod System consist of vertically oriented iii"diameter,A307 threaded steel rods secured to the foundation via an I I TRDTN'L ML C424NE R6 UQMs'Tle ANCHORWa ROD FACE a L ! i' _- ''- ' -- MATCH NAIL SIZEAPACIICG J_ ----- ------- „. „ " in is used and EXTRA ROD REGI FOR SWEAR-WALL.HOLD DOWN I, ! 1 I 'i 'i _ I `' -- - -- PANEL _-----_------- ---- ------_---- -._- _------- -_-- - , embedment of not less than 6 into 2,500psi concrete(12 @ grout filled CMCJ)with an edge distance of 2 (3 when 2x6 framing ) M ADDITION TO ANY RODS USED FOR UPLPT. i ;; DESIGNATED FOR t9EloW secured with Simpson AT Acrylic-Tie two-part epoxy,or other two-part epoxy with equal or higher allowable tension loads for the identical !I ! i I -- I i 2x4 n SYP LATERAL BRACING jE BLOCK ACI. li MATCH EDGE NAILNG _ 2x4 2 SYP•CAT$°. i POST TO SLAB GONNEGTICN i II»BALLOON FTiAF1INCs MAY BE USED UATFH PAT1EfdN FOR - 2x 4 SYP CONTNUaLS MATCH EDGE NAILING ;fii r1'o/e ATTACHED TO �•/ application two-part epoxy.The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate with a i' I, I (3)T3RU3S6 150TTOM C4 ops CONNECT END of LATERAL BRACE i PATTERN IFIED� � y ! BEAM i WITH AiaU44 OR ABU"W!!12) ROOF TRUSSES OR CONVENTIONAL ! BPECFIED SW -:y PROM TOP R OF : TOP EB W!(4)12d 3"x3"x logs or 1!8"thick steel washer,fender washer and nut where it secures the laces against vertical movement The nut should be ( !; T�y�lJ gBOVE 16d s qTR OR C,)HttW 4 AIR- MATCH$PAGING a LOCATION I I TO BOTTOM GFNOIQD OF GABLE INNER P Sd GUI1MON HOLD-DOWNS -EACH END OF EACH SHEAR-WALL SEGMENT !. ! i I I !FRAMING. M EITHER APPLIGATtON,WALL lBELOU!)AT SWEAR-X141 L TO ! (BELOW)G, CaMtMON NAILS• Z gh p torque). • ,I !; 'I _ ! i i ;! OF ADJACENT°x"BRACING. 718188 w!(Z)H29's,H5's OR EGL :! 1 BFEA7NMG TO TOP tightened until the washer shows the slightest example of deformation(about 30-351b*R of At cxt�ior walls,one WOOD Tie rod NAiL ! 1 ! FRAVMING;122 BE CON INLIOUS FROM TWE ,18HFr4THIG TO TOP ADJACENT,PARN_I FI ATTACH TO EACH comer post-on the side of the post with the overly -most late-and at not more than six feet on SHEAR-WALL o�p SPACING bt-PLOOR SWEAR WALLS 2nd-FLOOR SWEAR-WALED j ; ��� I I FLOOR BELC 1 TO TOP PLATES IMMEDIATELY,i LHON®OF INDICATED should be installed at each corn p a !m PP1II8 uPPO TOP P DESIGNATION j :I ADJACENT.AND CONNECTED to,to THE T CONJECTI(�t FROM TRU9s BC To Zx CHORD OF INDICATED (3)Of COMMON �G/ i i ; Zx STUDS CONTINUOUS FROFI ' ATTACH BOTTOM CHORD OF TRU68L ADD 131 x V NAILS TRU88 CONtEGT10N. , ADJACENT TRUSS WV Q center there after.Openings greater than six feet in length should have one WOOD*Tie rod placed at each side of the opening.At interior PANEL PANEL TRADITIONAL WOOD-Tie TRADITIONAL WOOD•n. - ! GABLE TRUSS TO TOP>e ! !I FLOOR SYSTEM TO BOTTOM .___ _ _ UNDEI�IDE OF THE OUTLOOKERS ABOVE. IF ! AND FROM 2x 70 TOP R- 70E-NAILS. *Tie _ ! I ! _ -- CHORD CF GABLE TRUSS. SEE ASSEMBLY w/136c3°TOENAILS• i walls one WOOD Tie rod should be installed at each comer post-on the side of the post with the overlapping upper-most top plate-and at Eo a Flt1D HIAT RG�S HARDUIf1iE W !j FASTEN$TWD Pli S —S 4 i STRUCTtAQAL PLAN 6"o!e t ErTHER MS7AIz STRAP$• A GABLE TRt189 iS USED,11 BE APPI-Ed! MATCH EDCaE NAILMGr i if no other hold-down is reser a WOOD*Tie rod should be laced at each sad of SW WALL-SKaIMETiT3.2 Lai' WALL 9EGfMENTB-' ll)CSIN ACROSS WALL BECaMETITB>_ 'j !; !+ TOGETFE,R PER 4 - ^-�--- - --`�-;y I ==` To THE MSDE CF THE WALL STUDS AND TWE r+ PATTERN FOR SPECIFIED not more than four feet on center thereafter. Additionally, present; P 48"o/e OR LTP4 PLATES+3Z'o/e / . attAGFED TO EACH STUD WITH(3)131 X j __-- SHEAR-WALL 2x MUST I �.s TRIM ENG TRUSS FSICL08ED 6'o/e 12"o/e LOWY NOW REGO. WALL B•LONG:Fla E FLOOR SYSTEM TO 15'LONG-NONE DETAIL D-STL TRUSS each sheat-wall segment if the end of the segment does not coincide with a comer or opening. For two-story walls,walls over I i'high,or SEGMENTS<B'LONG:(1) REOV. WALL HEADER OR STUD IREQ'D. WALL !i i' i� ' ° - I! !'� y 3"AtND EHE TQC.TO THE TOP PL4TE8 w/131 X I ,;,�I MATCH oR EXCEED I :. �/�■i� can't be used,a coupler should be used to join two or more feces of Tal I NttW aR(1)PHD2 SEGMENT8<5' COLUMN BELOW w/bt SEGT'ENTS<15' i ! I I I I ! ..%{� ... / gti j' i 3".4"o/e N(21 STAGGERED 1ROtN16 _ , !, LENG44T OF SHEAR-WALL gHEgR_yU,ett_GOFL47RUGT ;!, "'� certain other applications when a single,continuous threaded rod ed up J P I „BottCht u CG q T,y188 MAY BE , SWEAR-WALL GOINSTRIGT s-sectional area of less I I ARTIALL LONCr.(U h°dta FLOOR HOLD LOWING:(1)14"dta ; ', - i PER SPECIFICATION. -� ;Ij :! FER SPECFICATION. together to create a continuos path from top plate to foundation.The coupler should be low carbon steel with a eros ;, CLOSED 6.0% 8"o!e Woopene ROD AT BASE UIOOD•Tte fa7D I , Fi AT,8LOPED,OR COMBINATION THEREOF. M � IF let OUTLOaCER IS " '/"into the le[and the two rods Should make I ' 1+ j j FOOTING(BEE g1,L INSTANCES"vERTiC.AI.uLALL FRN'1MG ��� ��' ! _>32'PRO M FASCIA EITHER OR BOTH BIDES) " `j � Et7HER OR BOTH BIDE(8) than.20 square inches,ideally 11/4"long X 11/16".Each rod should be threaded not less than z coup _ FOUNDATION PLAN / I, EDGE OF 2x NEED MAY 13E SHEATHED. contact at or near the middle of the coupler and be tightened so as to prevent the movement of the coupled or either threaded rod St!!1 N WITTI6 OR lu P4Ds n)J4•dta (2)C8W'I ACROSS (u Jf"dla - -- ---- _ ADJACENT,AND ---- At exterior walls APA or TECO rated sheathing,or,where indicated as acceptable,5116"Nardi-Panel should be applied to o�side of the E 3°o!e R'o/c WOOD•Tas ROD FLOOR SYSTEM TO WO�•tas I�JD SIZE) t�142 BE CONTINUOUS PROM t�00R BELOW TO moi' BOARD,DOUBLE let MAY 1:E SHEATHED. II I NOT BE FLUSH Wi T,, g HEADER OR STUD I I TCONNECTED To,,BOTTOM YC 4ORD ABOVE OUTLOOKER ONLY. ! ,i ' Q 6d with Nardi-Panel Should be laced at 6"o/c lido the to late assembly in addition to any other nailing CAL BELOW w/lot �, EDGE of ATA jj :I - :! i, ' THIS DETAIL PROVIDES AN ALTERNATIVE HE OF ATTACHING `^i] wall.An additional row of 8d nails( ) p P P lY +; ! ?Nis DETAIL PRov1UE$AN ALtEFMATIVE METHOD aF ATTACHttNG I LL W aarlALL FLOOR HOLD-DOWN 1 I ;1 PORCH POST 4 BEAM j II II A SWEAR-UTALL TO A HORIZONTAL II�GF OR FLOOR) A 814FAIR-11141-1-TO A HORIZONTAL(ROOF OR FLOOR) specified for securing the sheathing to the frame. OgEp 3•o% 8`o/e AT BABE At exterior wall applications where the WOOD*Tie Anchoring Rods are used to a}resist roof uplifts,b)resistoverturning moments,c)resist I' M CHANGE IN PLATE HEIGHT II II I i DI AP41ReGr 1 VIA AN ENGINEERED 7TdJSS AND MAY BE usm ILA. F DIAPHRAGM SW A -WALLOrkINCOED TRUSS,AND MAY E USED U.A. i 'i STI FRAMNCs DETAIL UNO. I j - i FRAMING THE SHEAR-WALL CONTINUOUS TO THE UNDERSIDE of FRAMING,THE SWEAR-WALL coNrlllal6 TO THINE UNDERSIDE OF , r lateral wind loading(perpendicular to the wall},and d)distribute shear-wall loads(parallel to the wall),additional intermediate shear SWI EFN(L DEED " (i)WIM2 OR(1)PHD6 (u 9i dta WOOD•Tis [3)C8W'd ACROSS (u 9G"dta WOOD•Tie j i! v 3 o/c G"o/c ROD icilyW(MATCH HTt2Z FLOOR SYSTEM TO ROD 1! 5t! NOT TO SCALE I NOT TO SC.daLE I EWE HORIZONTAL BHEATHMCa_TH18 DETAIL IS NOT APPLICAI9LE TWE HORIZONTAL SFEATHMCs_THIS DETAIL IS NOT APPLICABLE !; S TYPICAL CABLE-END FRAMIWQ DETAIL UN.O. e�,�,,y sT1 ,.,.. ,� UMC lONd ROOFFRe*+MG1$L O connectors are required.The intermediate shear connectors may be either li"diameter X 6"embedment threaded/ xied rods secured with I I EMBED/EDGE DIST-) HEADER OR STUD (MATCH HI M2 'I _ � I nut and washer or'./z"diameter x 6"long Simpson Titen HD screws,located per the Sill Connector Schedule on theeSS sheet I W/3"x3"xY4" COL BELOW w/let EI iBED�EDCGE DIET _ - NOT TO SCALE �- _ 571 /�p•� /�p� FxxAlr�_ttlJi-F R!X]R H'JLD-D_ 343°x:" j -- _- -- --- TRI1S$EW:MEERMG VW a Ccs 01 O T ION � r'� ■ At each side of the shoe plate joint any of The intermediate shear connectors outlined above may be used to secure the plate and prevent to$EDT 3'o/c a"o/c 9dA$JJEB AT BASE _ . S O C• TRUCT a -- _--- _ _ - ____ - - NG P To TRUM ACK"? �.�....,,,...,�". .r .,Tl�:� horizontal movement.At latshoe oinL joint,fasteners should be located within 6 both sides v theJoint l f I ` I l I I I R K DETAILS oN CONSTRUCTING A GYPSUM DETAIL$FOR MAXIMUM!old. - ,! INTERIOR SHEAR-WALLS RLMIING PARALLEL To TRUSS ABOVE - INTERIOR SWEAR WALLS taaM PARALLEL N CLNYs DIN'F�4GM,REFER TO REPORT SPACING OF BRACING. i i-- EXTEND HEADER TO KING STtDb I K:C ESR 1338 a FOR WM&'GrYP'St3'T BOARD MtERiOR s EXTERIOR BEE KUB 91 and t3C81 1-03 l MATCH EDGE NAILING Z I !! ALL UNDER-taAYEB t80FFIT)t0 APPLICATIONS,*. FOR ADDITIONAL ENG LEERED KING STUDS PER STRUGTiA¢AL I PATTERN,FOR - I ROCFA:LOOR BFE,4TNMG _ ------ -- U HARD1E-PANEL.OR LP SMART SIDMCG IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIID Ns"THICK APA OR TECO-RATED WALL HE El's VINYL SC tT WOOD TRUSS HMiDLING. - _o . {± 2x4 01 SYP NAILER TO ---}-x-----^ -- --- -_-_— - i I SHEATHING•ONLY F IDENTIFIED AS SUCH ON THE STRUCTURAL PLAK " INSTALLATION AND BRACING t'L EXTEND ONE KING TO TOP n 4 v ! SPECIFIED SW v_-; ! y' --------- Z)OPQNNGB AND/OR PENETRATIONS GREATER THAN 12•x12'ALLOWABLE ONLY P IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN MiATERfAL,RATED t INSTALLED o FOR THE APPLICABLE DE81GN DETAILS t M$TRUCTiON$. ! OF FEADER INSTALL REI TAMING (BELOW)At BOTTOM CHORD OF T1QLI86 / / / / / / / I / W 2x Q 8PF BLOCKING,AS R£Q'D FOR RADIUSES-TOP 3)TOP E SPLICES M Still G BW2 DESIGNATED SHEAR-WALLS SHALL BE MM.48"LONG W MIK/24)EVENLY-SPACED 10d NAILS. ! HEADER PER STRUCTURAL PLAN. I% y,G UU 10d COMMON•3'o/a. PfLZ7YIDE FUL1-DEP'THI ! PRESSURES FOR THE BF£CIFIG I KING STUDS A8 JACK STUDS AND t c M M SHEAT4IRNG to TOP ! � „ BETWEEN / /i✓ / / / ,� / ��' MIL V16'THICK WALL WINDOWS,W f2)191x3"TOENAILS PER END. 4)AT LOCATIa14 W-ERE HM.BPEGIFIED TOP 1E OVERLAP IS NOi ACHIEVED,ADD f2)MBTA24's (ONE EAC14 SIDE OF 121 CENTERED ON'; Qg� !' � \\ bt4 SYP COPITIN10t16 BRACING � STRAP EACH ONE 70 HEADER ON - � i GFiaRI)OF INDICATED �) "i/I6'THi1CK(MW(24/W , F_AGH SPLICE.TWE bT USER OF THIS DRAWING TO READ TMIS NOTE MAY GALL HFS-FL DSGN GTR AND CLAM A 1100 GIFT GERTF. (I MIhUAPPL1APA TECO-RATED i / \� w!(2)10d To EACs TRUSS. ! UNSHEATHED SIDE w!lU MBTA24. � '--- Trd188 CGTIEGTION. i SPAN I I:0 X APA-OR JOIST/TRUSSES ABLS. Is SHEATHING OR STRUCTURAL. HEADER ADJACENT TO i 5)SECOND FLOOR SWEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE 4NOLD-DOWNS SPEGFIED I OR FIRST-FLOOR ! TECO-RATED WALL I STORY SHFAI INS T /j;✓ / / / / ' I / SWEET-SIDING W lU ROW OF 8d p• TOP E-PER CALL OIlT 8PH4-6-8 CONNEGTOR6 I I SHEATHING w/b"/6"o/c DO NOT SPLICE-OVERLAP l , ' NAILS+3'o/c AT TOP OF ON STRUCTURAL PLAN TOP R-TO-HEADER• SHEAR-WALLS UItTFN MMIMIM ATR 13MBEDMENIB(INTO LINTEL OR TIE-BEAM)INGREABED TO 12"FOR14 dta AND 15°FOR I/i'dle ROS_ bd NAILING BLOCK ALL JOINTS MIN f2)TRUSSES. i H ENG.TRUSS NAILING BLOCK ALL 15LOCKNG w/ad NAILS e � moi` /J ,; SHEATHING W 3•o/c 8d MAX b)AT LOCATIONS UFERE AN INTERIOR WALL IS DESIGNATED AS A SWEAR-WALL,TIE WALL MUST BE CONNECTED TO TWE DIAPWRAM! ! w81a=P'ORrED PANEL EDGE �_ EXTEND BRAGMG TO ETD OR FASTEN TOP PLATE ! W'MiF!FOR 1 STORY I l ! bb/e AND BLOCKING TO / / /:i / / / / i!7` / DESiGN CMR 8HTINYG tM TO TOP E)AND AT MAX 32'o/c. ABOVE.t TO DETAIL"TI FOR OPTIONS_. --- -- -- GRACED WALLS 1 ATTACH. !j TO HEADER W!(21 !!�, „1 24°MIN.FOR T SNORT - ATTACH SHEATHING - UJ9UPPORTm PANEL 1 TOP PLATE wl 0.131"x3" ---- --- BOT70M OF SMMYs(M 70 1 1 , ISOr-- ---- r�Z�.�\=- I i POtU6 OF dbd NAILS• PASTEN SHEATHING to HEADER W/ `. TO NAILER wJ 8d EDCaEa w/2x BLOCKMCz TOE NAILS•4"O/C M(2) --- --- ^ ',tT•� FDR). NO ADDITIONAL j l . . ; 3•o/e(TYP1 8d NAILS N 3°CatED PATTEfaN AB S DRAFT i.U05 E-TO-HEADER CONNECTORS I $ !1 N \ SHOWN f 3°o/e INTO ALL FINNING Ca41ON•3•oJe � L-C i STAGGERp ROWS 1 REQS,W/TRt1SS UPLIFTS ( .13b:3'TOE-OR " TYPICAL SHEAR-WALL ASSEMBLY DETAIL ���GGG I I LIDO!FOR HIGHER UPLIFTS USE END-NAILS•KMCs-STUD ±' -( ! { T'!1•o/c 5d COOLER !� ! , . CONNECTIONS AS SPECIFIED ON --- -� -` - -- TO HIEA,DER 2x6 HDR j) �i !� l(t !, »IF 11E INDICATED i' ATTACH SHEATHING SHEATHIFYG BE ON I DOUBLE TOPE ! ,! I p L- ST) NOT To SCALE ! NaILB oR w,f-Y<° I! ' IF coNTliJouB BRACING HS CHECKED CMI STRUCTURAL PLAN ---j 1 - USE l6)NAILS, Zx8 t - THE COMMON 3 0/r- BOTTOM CHORD NAILER OF WALL 1j �DRTUTAL.L$GREUB�. APPLES TO THE 1301I�d'1 OF i i EMBEDDIA$TR. SY ,! t0 TOP 12.W/8d -? OPPOSITE 81DE OF WALL OF I 1 ! 1 2xio HORS.USE(9) -- - --- - I _-_-.--- is I , BOTTOM CHORD(AND, I J Mt£RMEDIATE!NON-CORNER) --% CAST-M-PLACE A7 i I I SCALE 3/1�G 13bc3'TOE-OR END-NAILS WINDOW HEAD APPLICABLE ONLY NAILS, 2x12 t ENG.WOOD TRESS BOTTOM!CHORDS MAY II i, Ii SUBSEOUENTLY.THE GYPSUM PORTAL FRAME DETAIL MATCH a;,l iM: FOUNDATION PaAR I ! •KING-$TtJD TO HEADER WEN WINDOW DOESNT ATTACH 4DR8_USE fl2)NAILS_ 1 I (t)WOOD-Tis ROD ADJACENT TO 1 I; II BE BRACED BY ELICE3 II I CLN'G I ,ACHED TO 1HE ! '.! ,! ;"!,; THIS DETAIL PROVIDE$AN ALTERNATIVE METHOD OF ATTACHING t1aJB8-TO-E CONNECTOR.. 2xb HDR USE l6)NAILS. DIRECTLY TO HEADER SEE TABLE i I STUD POST IF PORCH BEAM 19 ( ;I METHOD-TIE CONTINUOUS,bc4 I BRACI•iG RATHER THAN JACK STUDS PER TYPICAL SEE STRUCTURAL 141EY MAY BE 1 I DATE -1/30/0-T PLAN FOR ADDTTIaNN I; REPLACED WITH A SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) SEE TRUSS SCHEDULE ! Zx8 t 2x10 HNDRB.UB£(9) FOR SIZE ?CCNNECTIaNKB). - BPACRNCs CBHLOWNI AT RKGHT)OR MAX ,, f ! CONVENTIONAL LUMBER(2x8,2x10, TOP PLATE MAY BE NOTCHED TO II :1 DIRECTLY TO THE Tt0188)TFE I! STRUGTURAI.PLAN. ,E, ,T RFFORMATION,GOMEGTOrtB,£TG. ,-, ;j µ7-t7Z's« ! DIAPHRAGM VIA AN ENCGINEERED TRU68,AND MAY BE USED I1.D_ FOR TYPE(DTC A/8TU i I NAILS, 2xY1 t ENG WOOD ----------- 1 L-------------- TxY1,E7G1 11J WOOD-TIE ROD ALLOW PORGN BEAM TO BE LET IN A.i!TWE RICsID CEILING DIAF44RAGMI MAXIMUM o!c SPACING OF T4E STRAP TO HEADER 't FRAMING,poCs THE BWEAR-WALL CONTINUOUS D 70 TFE UNDERSIDE a MORE USE(iZ)NA1L8� _ -- _-� _:- . ._ (I)META-SERIES STRAP I ADJACENT TO F_AGH$IDE of POST TO WALL PROVIDED THAT fi)2x4 4 i i -f (SHOW AT LEFT). BRACING IS 24'- I ON UNSHEATHED SIDE f�" ,~ THE FIaZIZONTAL 841EATNMG THIS DETAIL 18 :T :aPLll a'F JOS NO. STANDARD -- --r' `Y • JACK-STUD TO F POR1.H BEAM IS EYsINEEIED SPF POST IS ADDED TO EACH SIDE 11, ±= °! STRAPS MIST BE 1 FRAMING PER PLAN --- - - --- «@)BEDDED �y�� WOOD-Tin ANCI40FUINCi RODS, �_ HIEADER 2xb HDR USE LUMBER(CSL,LVL,PSL,ETC.) OF PORCH BEAM TO SUPPORT TOP �+i�wtT H t!]IlsQi 11 a f- I w/(1)hBTAZ4. )PAAEL WkpGEB SMALL METALLED w/ j nS .:r_�z^ *Ia4Ai ROOF f�92�dy!I�r IS L>Bc�r. STUDS!SWEAR WALL OPTION 04 SOFT. DETAILS INTERMEDIATE WIDOW HEAD- >Z•STRAPS,2xa,2x10 ' E:. M ADDITION,Ill WOOD Nle ROD '` - - � � -• INNS }��D ! BE BLOCKED,<oCQX2 WITHIN ,..q DI-1 I VI`1 !' PER DETAIL B/$Tl,EACH SIDE \ j I, - ' ADDITIONAL PC.OF s4 APPLICABLE XV DETACED WDRS.USE IS•STRAPS, In. IN DBE METALLED D EACH (IEGXIIRE$USE O EXTERIOR�sRADE GYPS!M BOARD Z4'OF MID-WEIGHT of WALL. BAR MR$nMIPSOM INTERIOR OR EXTERIOR SHINE 4R-WALLS RUNTNING OF EACH OPENING,WITHIN Z•OF TRANSOWO)ONLY.8M T -, I 14°THICK(MNJ(24/0 SPAN '-I '+! fN$TRIJGTIaJB,,• :' INTERIOR SHEAR-WALLS RLAMING PARALLEL TO TRUSS ABOVE PER(P9NDiGIJ<..4R TO T10186E8 ABOVE w/HEEL_ 2xr1 s HKG ulooD 4DR8. .. std of PORCH BEAM AWS>(11 ! WHEN W18ED WITH"PARTIALLY EINGLOSED"BWILDMG TYPES) roject Engineer JACK-AKIFICG-STUD ASSEMBLY. FOR SIZE t COFNECTION(S). �/ ( INDEX)APA OR TECO-RATED USE 24•STRAFE. I j �'i/ � M$TA24 SHOULD BE ATTAGWED t0 ! W°MM.FOR 1 STORY UWALLNSUPPORTED PAWL EDGES w! 24°MIN.FOR Z STORY �1 I ! OR VERTICAL LLEB 6•TO \ O $WOE OF EACH TOP E CENTERED t STHDWB,1 SFIOWN —__- - JACC- KING-Stl$N81 (i1$PIHW-6-a caaEcroR `� \ -i ON T P TYPICAL BOTTOM CHORD BRACtNCs 4 SOFFITS DETAILS ;, 2x BLOC11i MORMOWAL - --- .6JQ F JACK-STUD To \'' / 1 I 1/d•day.ANCHOR BOLTS W! IN PI00PER i I--- L en 2x Paine,PE PER CALLOUT ON i: ' STi NOT TO SCALE 1°MIN.EMBEDMENT ENT t ! ; APPLICATION i, IF. USE(1)LTT20B �.V- A i , I, EXAPPLL IF9C, QD sT , yy ,ISA I FLOOR ngineer 8TB1G'IURAI.PLAN. •p JACK-STUDS j' PORCH BEAM MAY BE `T.. �\ .- ^! !! - - --__--.- . ._-_----ti I (2)$THDWf•-EMBED® 2")Q'xW*"WASHER(TYP) t , ! SHEATHING , TO FOLNDATION. USE(I) NOTCHED AROUND TOP �,,�- \ j ; 1-- - - PLACE 2x4 RISR3ON BOARD Se O.21475 WINDOW BILL-8EE TABLE PLATE PRC•VIDED THE TOTAL �� ; I I ;' 87RAP8 k'INTO 3p TNT)nSYP - " NT I HTTI6• (OR UUAI L SHEATHING •i •! FOUNDATION USE 6 LI GUS WASE 1 FOR FLOOR AND FOR SIZE t CONNEGTION[SJl _ •• "M F'T$ILL E. , - - ' INTERMEDIATE SHEAR MORE)JACK-STUD6 TO \ i TR1186 TOP CHORD A License No. 10323 FASTENERS,PER l7ETAiL WIDOIIX$)MWD FOLIIDATIOFU I i D 'TM NL THE BEAM IS> LME'AT BASE ATTACHME IT. I 9-1/4"UNLESS NOTED ON THE , �'�' �, \� B1 WHEN LOCATED ATA \ LOOP /� -. . B/$T!TABLE,CONTILIOIIb __ ------ pOORCB)SHAL ---- STRUCTURAL SHE r. -I �/�/� �\ ! I i CURB WALL CDA T/STZ1 / THR7lY#IOUT OPENING. ; BE AttAGED T -� i I )i%i. \\\\ I / INTERMEDIATE i AND ASE O CURB WALL_ i _; �.�.. Tr�Jgg y I 1-EfLtETID VERTICAL ': APPROPRIATE ANCHOR BOLTS PER I I e � `\ NAIL POST TO PORCH ! �/� TR3186 BEARING (, AT BASE OF CURB WALL. I i I ,�\ OF TRUSS FRAMM ' i �' PLACEMENT =- - •6.0/�FROM coINr. 'of Jacksonville MIBMBERB N DETAIL A9Tt,TVP. �\`�� HEADER WJ lU ROW OF \. tEQD ( I I and Builders FlfatSollCt3e ACCORDANCE /� i I I 13bc3"NAILS•2•(?AG ROOF SYSTEM \ -\. ® OF OPTIONAL(LLA. rWNADTION P'ER STRUCTURAL PLAN. G j I; WALL FRAMING ! 2x4 TO 2x4 BLOCKING FL�oA Number 00008494 �'� I; 0 8T4D14Y)HTrT2T's I' t f: `1 APPLICABLEa�� PORTAL FRAVE DETAIL ----------- ! li WOPIZONTAL FNumber�4586 ACTINQER' I I oiRCcTIiaNb. `I ;i I -!% ,; I RoaFFLODR SHEATHING—_ GA PE lT)1a01US OF 131 x 3" stt NM to SCALESHEET ! j I 2x"2 SYP TOPE 1' �v-' Ili ! ! 1 110MOTfa AN040111M2 1�OD8 TRADITIONAL METAL CaP9+lECTORS 1 PORCH BEAM,SEE I j ;; 1 iPLAN vHaW OF NAtLb•b•o/e — I 87RUG71AZAL SWEET - , - 91fi°THICK MIND APA-OR l: tRU86 TOP CHORD TECO-RATED SHEATHING,w/ II ;{ J � - - EXTERtCR EXPOauRE B. FOR MINIMUM SIZE 1 ! ; I I BEE STRUCTURAL PLAN. 6•/6•o/c 8d NAILING. BLOCK ,. I I I I j HEEL OR END _ CONTIUOUS 2x4 SPF R W/ FOR FOR STUD 612E/BPAGNG i - -__ - . MEr?SER I( O±VENN:u:A. .!-E!:,l+r 9. cc! : ; REQUIREMENTS. A,L.1.UNSUPPORTED PAhEI. i II j' - = i 2x GNN1FEY FRAMING, i i VERTICAL OF TFaJ88 ---�--- f3TRU8$VERITCAI_ •E 6 oJc ! j ! EDGES sJ Tx BLOCGIIOL ii jl i I i t _ REa Y 1 +�rai En AT t.:o& I I '! 1 M -SEE 6TIA MN_IA6•THICK(2MW SPAN 5 , .t3ba3•NAIL$To PoRf•H HEADER I I I f' 1c ! I)' 1' I TABLE FOR ERE,SPECIES INDEX)APA OR TECO-RATED INTERI"EDIATE BLOCKING. I I ! STUD POST-NUMBER OF PLYS TO I i Tx SYP BLOCKING W 13bc3° ,i -2X4 i s_;' _ 5 _ s a !4 1a"r 4-o'3r x TCE"!Ls i MATCH WEADER. STUD POST SIZE I( NAILS+b°o/c t0 TOP OF TOP I I` j! SHEATH CHI NEY uU 5116" G MAX o/c SPACING- I� WALL SWE*1EMBE S,4 B HED TO / , �.' Ici / ADD(U M87AIB STRAP UV C1) 3^TbE ra1�s ! AND GRADE TO MATCH WALL ':.1 ?IBE OVERALL CHIMNEY - --- - j FRAMING 1'®MBEIFB t BLOCKING , t •E,A.SPLICE i I 1 ! i ;! E ABBF i.Y 7 t0 TOP OF YY !f HARDIE w/b"1S,"8d OR W WRIT FOR E HEIGHT. !! •ALL UNSUPPORTED PANEL Iit I �. - . (COW.2x4 MAYBE OMITTED i I I STUDS UNLESS NOTED OTHERWISE !I pOROH HEADER ASSEMBLY. !; iW APA RATED PLYWOOD / 4.i ! 'K i IF(V MISTAIB 18 USED FROM b a s,f 31 TC.wu•`a ,, i ON STRUCTURAL PLAN. GaSNEGT ! -. 2- 2x's AT CORNERS, i EDGES NAILING FER CALL i TCP VIEW OUT ON STRUCTURAL_PLAN. EA.TRUSS) 1 { tS/6"-12'o/a Bd p� TABLE ON DETAIL C/8T1 OR CALL ( ) BLOCK-TO BLOCK ACROSS OP PLY$PER DETAIL D/bn EXTERIOR WALL i I , v-- IAA \ ! ! P THE HOUSE IS T®DOWN USING - EXTERIOR 1,14L -OFea a+Ea�cER oc a1u.:zm!-mu,E;POs�r c- ExTER€GR; 1 c -;FADER oe s'L.L'z�: ++=-;mcsl,�D- I, ��_ 1 ! I !! CONVENTIONAL STRAPPNXa,REFER TO hE !I ST APi2 R!D QUARE 1 - V I ! 2x4 4 SYP BLOCKING BETWEBd STRAP FOR A SQlJ,4fiE nix ra eta:o t t i i STRUCTURAL SWEET AND DETAIL N/STl TRUSSES BELOW 0448 NEY WALLS CHIMNEY N(2)HT$20'6 OR I TIaJ68-70-R GOFNEC70R I nem-lea=R ,;wu... _.:+r :.crv�cT:cry " � :11EN WAS WE:.d4r eaNrizcrcr. f �;� ' I ! I j I ! DOUBLE 70P E OF WAI1_ t�a'o j I FOR PORCH BEAM CONNECTION DETAILS. , w!!4).t36c3•TOE/END NAILS AT [Z)MI67A24'S FORA !; SEE TRUSS SGHIEDULE FOR a I REGk,�RED AT ENDa N¢G D - REaU'RE^v+T GNaB { ,a 't -' + V 1, I j M LIEU OF WOOD PANEL SNEAT4WING,CEILING MAY BE GGTISTRUCTED OF ANY APPROVED MATERIAL 14AYMG EQUAL OR •� EACH END GF SLOCKRJCs TO GOI4IER OF CHIMNEY TO I I TYPE COTE A/8Ti) tit - y� A I I BETTER Pt�g8lAQE AND SWEAR RESLSTANCE AS VERIFIED BY CURRENT FBG PRDDUGT APPROVAL DOCUMENTATION. TOP CHORD OF TRUSS OR I' 01-1 COIN I I 1 4 o s 3'-a° 3' :' a a c° Ls I I A V ! i i I RAFTER AT CORNERS OF RaFTER/fIQU38 70P CHIORD 1 $7UD8/SHEAR WALL «INSTALL WALL BNEAT14MG PANELS OR 2x4 BLOCKING BELOW li2AMMCG M 811F1IG'IIJRAL RPLAPL WTN LONG AXIS(8'LENGTH) 14 2° 91-015!x 3 TOE N_ a i 1 \ �/ I i RECTANGULAR CHIMNEYS.EYS.USE 1 I MTEWOR OR EXTERIOR SWEAR-U14LL8 RLMIiNG 3"rrje M!L5 `-YXb y 6-1 5 6 > O.: i ''.'_S:. ! a" ,S Pi d:r 3_TOE NA'�3 I ��A I i 2X6(ILA.TI(4)9i/(8)NALSAND PERPENDICULAR TO TRUSSES ABOVE q ?-2x� sa'-5 9 6- i a EE' ?--e i-:A a..�s:a.�aa�±,•nA'�s z-.xs s-6" ; : 6 I r4:-6 „-e" :,3a•s uvadx.}?,A:�a i I ��\` ! (ILA.(4)MAILS) ! HORIZONTAL AT 2 OR-BLOC �!A FRAMING TO PROVIDE MAX ib'b/ex '4D O _ USI p- , H TO TAI 4D=3I " TOP�OR 31DE yJEW U CHIMNEY FRAMING G DETAIL i sTl N�OTEo��LL BRACING DETAILS 91JPIgORTS FOR BF�4T14M TYPICAL INC I DETAIL Q PORCH CEiLINC SHEATHING DETAIL RAFTER(TYP) sTt NOT TO SCALE ;' m' P L OPEN FRAM NC DE L sT1 Nat to SCALE 1 I! Buiid� mM 571 NaT TO SCALE ST1 NOT TO SCALE ;! i I ; F■stSoW 11 it Builders I ` SEE STI FOR VERTICAL WALL CONNECTION. t Bui)a� FirstSource i1 11 4" GONG SLAB W/6X6XI0/10 WWF !j "5 HORIZONTAL. ! �� it ,i OVER 6 MiL VAPOR BARRIER OVER 1! 11 _ Ii SEE STI FOR VERTICAL WALL CONNECTION_ ! CLEAN,WELL COMPACTED,TREATED FILL ' (TTP. VERTICAL REtNFORCEMENTk ' _ .�� 1 5 taORIZONTAL. mLLii X4" CONC SLAB W/6XbX10/10 UJU� MAY B£ USEDi It { THEREAFTER 05 DOWELS * CARS 24"0% 45 HORIZ. 11 a ��L�i i/°-�I I� A 1 GENERAL ®� GJ' .iA5 BRICK L - --- 40" MIN_ OF VERTICALS.FROM ENP (TTP. VERTICAL REINFORCEII TT): •5 I\UC 1.1 f-�cl- 0OVER 6 MIL VAPOR BARRIER OVER - i ALL DOWELS + TOP 1 BOTTOM, i! x CLEAN, LL COMPACTED,TREATED FILL I! SLOPE GRAp EMBED MINIMUM 6" INTO FOOTING If DOWELS + CORNERS E INDICATED o% !I CU+'5 Ri=t3AR CONT.+ HEADER COURSE FROM END IOF u SPACING THEREAFTER - BEND ALL 12" Q �- !_ /48" INTO SLAB !GROUT ALL �= " -I 1 !, CELLS SOLID) iiNIMUM VERTICALS. GORES: F - SLOP£ — — — — I' — — ' cQ DIMENSIONS ARE QC I. ,1 it b"INTO FOOTiNCs�2INTO 5 AB (GROUT ;I MIN. H - �5 VERTICALS I ALL CELLS SOLID) 2DD4 FBC-R fu/ 06 SUPPLEMENT a GRADE !- MIN.DISTANCES o " i v 1 I 1 ; 4 I STORY DIMENSIONS ARE " - 1 ! c0 I ! !I ! MIN DISTANCES !' I '- - I' _ II = i CLEAN COMPACTED - - (' 2 STORY 1 + 24' O/C !- AA - I i ! ASCE -1-D2 = ,1 — ! !� 1 1 , ; 1 I i 61 !, — I lI 0 • • • SAND FILL 1 = i_ ! 1 ; ' ' I 1 ! I ( ' I- .t : Builders 2DD1 NDS L - _ - _, '5 VERTICALS + oc SPACINGS j 1 _ 1 —1 i n AGI 318-D4 I! „ EMBEDDED STRAPS 1! } I (TTP-1-IORIZONTAL \ 1=1 ! I ' , i t0 1Z COURSES: 24 0% - ,� - {f Will SRIGfG MUST BE INSTALLED w/ !1 CTYP-VERTICAL REINFORCEMENT). �5 DOWELS I REiNFORGEI1ENTh f2) - ! 1:: 12 < 13-1!2 COURSES: 16"o/G _ f I I i i� '- I ADD GLEAN FELL AND 13-t/I < 15 COURSES: $"o!c 1 , -- I- GENERAL -odes !1SLOPE OF ( ADDITIONAL PIECE OF"4 II - 1 I I '--' i i + CORNERS t 48"0%THEREAFTER - BEND WLlCMWII)LONGITUDINAL , I 1 I !_ COIIPAGT IN 12" (,1�AXJ LIFTS. II i F�rst�our�/�/ updated to current codes and practices applicable at that time. Ii ES L/3 REBAR PER 51MPSON {{ ! ! ALL DOWEL 5 +TOP j BOTTOM,Et-TEED Wti2E5 SPACED + ib" O/C_ 1 i_! I ; I I !- _ - A. Design is void twelve months after date of original issue, unless - 9P p pp i 1 CTYP.) W!BRICK INSTRUCTIONS. •• 1 l! 1 MINIMUM 6 INTO FOOTING /12 INTO SLAB 1 1 ' I I I I 1 ! i I - ! ! I i o f Jacksonville B. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are round between plans. l 1 (GROl1T ALL CELLS SOLID) PROVIDE HORIZONTAL -_ ! _+ ' I _! I 8 Cf1U;FILL ALL CELLS C. All details shall be in accordance with instructions from manufacturer or designer. II • MAX. SIEMWALL HEIGHT C5) REINFORCEMENT WITHIN 16" 1 1 i- ! -� 1 - -1 SOLiD•w1 3j000psi GROUT. 1 - DESIGN CENTER I S_ TORY FOOTING SIZE OF TOP AND BOTTOM OF ' I I. I 1 I ! -: i 1- ADD GLEAN FILL AND D. it is the intent of the Engineer of Record that this work be (n conformance with all requirements of the authorities having w/O BRICK 12"WIDE W/C2Y4 OR(2r5 GOVT $" COURSES.FOR WALLS > tu$oBtetcK IF6"x1mWB(2)5 DONT_OR(2)•411 MASONRY STEM WALL. • I - i '1_1 -I _-! 1 COMPACT IN 12" (MAX-)LIFTS. Jurisdiction over this type of construction and occupancy. All contractors are responsible for the means and methods of W/BRICK 20"WIDE(INCLUDING LEDGE)W/(2r5 OR C3)"4 ;I (5) $" COURSES HIGH USE ' 1 __ constructing and shall do their work in conformance with all applicable codes and regulations. DETAIL lA/S72 OR 1B/ST2 BRtGK 20"x10"tui t2P5 ccxTt.OR(3)•4 ! ! ---' ! I 1 LAP ALL REINFORCEMENT MINIMUM ! I j ` g pp g I' 2 STORY 2 STORY !, 1 -I ! 40 DIAMETERS AT ALL JOINTS. I- ! 6550 Roosevelt Blvd. E. The contractor shall verify all conditions and dimensions at the Job site prior to commencing work 1j W/O BRICK I6"WIDE W/(2r5 CONT.OR(3)•4 • I DEPENDING ON WALL HEIGHT_ w/o BRICK 2m"x10•uU C2J'5 DONT.OR l3)•4 8 ►'GROUT ALL CELLS 1 I !-;'5 HORIZ.NEAR MiD-HEIGHT. ;I ft. I-1 !- i i- - Jacksonville, FL 32244 F. These documents,as instruments of service,are the property of the Engineer of Record and may not be used or reproduced 11 W/BRICK 24"WIDE(INCLUDING LEDGE)w/(3J�5 OR(4) 4 SOLID. MAX.!10)COUR5E5. ! _- - without expressed written consent of the Engineer of Record. W/BRICK 24"x10"W/C3)5 DONT.oR C4)M4 I, — - ! 1 , II; t ! I , � n s are intended to be ical end shall be construed to a 1 to any similar If 1 TY I Tt TA 11 W1 i TYPICAL FOUNDATION DETAIL ''l. I - ! : ` 1 . (TYP.HORIZONTAL S HORIZ + EACH Tel 904.31 -283 G. All details and sections shown on the drawl g yp appIS P CAL FOUNDA ON DE IL II ADD CLEAN FILL AND I 1 I- I ! - 1! REINFORCEMENT}_ (2) i 4th COURSE Fax 904 31 7 2835 situation elsewhere in the work except where a different detail is shown. jj ST2 µpi t0 SCALE 1' ST2 sequence to insure the safet of the building NOT TO 8G41.E - - I{ COMPACT IN 12" (MAX.)CMA )LIFTS. ' ! " ' ' WI.1(MWtiJ LONGITUDINAL 1 I H. It is the contractor's sole responalbility to determine erection procedure and eq y "� - _ _ _ _ _. 1 1 I_-- 1 I1 WIRES SPACED + fb"O/G. I THIS DOCUMENT,ALONG WitH - ��i� !1 1 I I 1-1 115TANDARD FOOTING SEE DETAIL BELOW PROVIDE HORIZONTAL 1 ' ' ! ASSOCIATED DOGLI1ENTs,IS AN and its component parts during erection J. 7eesporary Bracing: j! •• EMBEDDED !1 11 j I 11 REINFORCEMENT WITHIN t6" _--i ! ! I Contractors shall be responsible for all tem orar bracing that is required during construction to keep the structure safe TBE SEE STi FOR VERTICAL WALL CONNECTION- { I I i a i- - l OF TOP AND BOTTOM OF I -, ! ,_-! I I ! (NSTT 1i=NT OF ENrsINEER'S G p p y g I STRAPS Mt15 !I II j-1 -- I 1! MASONRY STEM WALL. !- ! I 1 - _I i SERVICE FOR r►dE ExcLUSI VE and lamb until the entire structure to 1n lace. Bracing shown on structural drawings to for the completed structure only. is __ -- - i 1 e . :12 d_X 24"w-2,500pai GONG_ USE AT THE PROJECT TiTLED p p INSTALLED w/ • MAX. 2 COURSES t` ! 1 1 I ! --" - ! FOOTING w/ (3)+5 RESAR EXCEPT: HERt=tN INFORMATION DERVIED i n(s)depicted within these documents has/have been prepared in accordance with the applicable laws, codes, standards, 1 ADDITIONAL 5 1i2 SEE STi FOR VERTICAL 1? _ - ! 1==`' - ! ,At 2,-STORY WITH BRICK,USE iZ"d T�2oM THIS DOCUMENT,AND/OR K The des g p I authorities ha n purfsdictton and, further, the Engineer of Record is not aware of I� 5 I/2" WIDE GONG. SILL TOP AT MAIN A601(E SLAB LEVEL• • + ( -- rules, etc., as interpreted and enforced by Iota a g J 9 PIECE of "4 j! WALL CONNECTION. i. - ' '1 -' !-! ! a ; I I I 1 1 - iv �"w.w/(4)"5. A5• GIATED DOCUMENTS,MAY a errors or ommisstons contained within the designCs),nor of any Inco between the destgn(s)and the applicable laws, 1�BAR PER SLAB LEVEL.TOP-TO-GARAGE FLOOR i1 (iJr5 CONT_ ►N 50L10 GROUT !1 _I j ; 1--! -! !-_! I ( ! ! :! I Not BE USED FOR OTHER codes, et a1_ !{ SIMPSON VARIESt MAX 5 112" (HEIGHTS EXCEEDING I1 U-BLOCK COURSE ' - - n 1 ! 1 ! I ! I I I 1 I _ ! + ! i I I 1 WORKlS)OR PROJECT(S) I1 INSTRUCTIONS. •� WIDTH REQ ADDITIONAL ANALYSIS) 4' - _ ! TYPICAL SLAB ij �1 1 I i 1 I 1 1 WITHOUT THE EXPRESS WRITTEN FOUNDATION. 4° coNc SLAB Wi 6xbxlronm uxuF !i A. this design has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted [a 0OVER b MIL VAPOR BARRIER OVER 1 TYP. !! 4 1 ! I , l I ? I PE��INEEION E THE PROJECT 9 p I , 1I 1I CLEAN, LL COMPACTED, TREATED FILL 11 :1' 1 1 1 I I I ' . 1 ! ' ' ' ' ' '- ENGINEER IDENTIFIED BELOW. engineering design procedures, and is based on the best information available at the time of completion. The design fa intended lI w !I REAP. i i i; t STI Y FooTMG SII 1 1''-I'1 -i!!! W/O BRICK Ib"x10"W/C2JK4 GOVT. '1 to minimize differential movement resulting from Cha hedvi of expansive soil or settling of subsurface soils. It must be ; SLOPE I, ;,!'- _ RBv DBSGR{PT(ON recognized that foundation components w will undergo movement. Any subsequent owners shalt be appraised of the soil condition Z GRADE � 1 i,1 —I!.i--!,!I w/tsletcK 2m"x10"uu r3J"4 oR!2n CONT. I' and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions it T I ii I '1 I 1 1 ,TYPICAL FOOTING - SEE rsT2 FOR 1 2 gTORY 1! 3 U1 GLEAN COMPACTED II = , I ! I I!1 I!-''- --,,I,' i wio Btelc+c 2m"xim°W!13 4 OR C2 CONT. 1 4/29 PAD FTN'Gs RW above floor slabs, and finish work above the floor slabs,etc. 51ZE/REINFC?RGEMENT I1 I -1 I. —1 I I,_,!I, W!BRICK Z4"x10"W/(4)R4 OR C3 CONT. B. Design has been based on anon-expansive soil with an allowable soil bearingca actt of 2000 per. Active EFP= 30 cf (level I z tr dpi SAND FILL !' '!1=1 1 1-1; 1 11 2 2/14 GEN.NOTES RW P y p p • • 1' 1 1 11--i! -I!I,-I'1' I back slope).Notify the E.O.R. and cease construction if adverse or otherwise non-conforming conditions are found to exist. ( E I I ; 1!-,j 1 :'. C. Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to II ip� ! -_ 1 I - R, 3 2/6 2/ST2 STHDt4 RW the floor agatem above or adequately braced to prevent damage to the wall. 1 ;I - ! !i, !_'-' - i ( IB � ,15 COURSES STEM WALL FOUNDATION Riu D. Refer to the Geotechnical Engineer's report for all soft and/or site prep requirements necessary to achieve min. 2000psf soil { TTPICAL FOUNDATION l I _ i 4 1/16 D'G4T,GORR 1!1= � S72 FOR STEM WALLS WITH 10<15 COURSES t GW,GP, bearing capacity. In the absence of a Cxeothechnical engineers report the site/soil shall be prepared to the satisfaction of {I iMENSIONS A 1; —1 i j;-1 1! -i;I i--=1 I I I1 if SW or SP 501L5 to 30M PSF LATERAL LOAD the butldtng official. II IN.DISTANCES !1 I!! 1 I! 1 !! 1I IA <l0 COURSES STEM WALL FOUNDATION E. All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall UN.O. Iit ST2 FOR STEM WALL WITH b<10 COURSES '! F. The location of foundation Jogs, steps and top of wall elevations and connections are critical to foundation performance. '! II I p 11 These items are shown on the pians but may change durtni the actual construction. 4s a result,this design can not address I� 2 FOUNDATION AT QARACsE 1 FOUNDATION AT CSAR 11 ;! proper foundation configuration unless stated spectflcat y the drawings. Nat To SCALE ! ST2 NOT To SCALE !1 _ __ - - _ - --- - G. Extreme care must be used throughout construction to prevent movement of retaining/foundation wall until structural system j _ �( - _ __ completion. it is the responsibility of the contractor to adequately shore the walls throughout construction to maintain F____---- - - il� -,: -- -- - P _ 1 -- !'t I the integrity of the design. If unsure what course of action to take in order to provide adequate temporary bracing/shoring, I I, ! 4" GONG SLAB W/6x6X10/10 uutF Contact the engineer for additional consultation prior to proceeding I1 it OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12" 1! OVER b MIL VAPOR BARRIER OVER I 1! CLEAN,WELL COMPACTED,TERMITE (1 1 1/2" THRESHOLD i; AT GARAGE DOOR TREATED FILL g p II EXP- JOINT { 4" GONG SLAB W/6X6X10/10 WWF I! j' DEPTH = STUD + i 1I4" (FROM 11 1 OVER 6 MIL VAPOR BARRIER OVER I! CONCRETE II 1-I/2" i� OUTSIDE FACE OF BLOGU 1 CLEAN,WELL COMPACTED,TERMITE RECESS SLAB 3/4" FOR 5GD 1' A. All concrete slabs on grade shalt be the thickness as in on the drawings over minimum 10 mit. polyethylene Cvisqueen) I1 Ii _ - ! 4" GONG SLAB W/6X6X10/10 WWF TREATED FILL vapor barrier. Such slabs shall be reinforced with 6x6 WI.4x1.4 lilllJM lapped 8" at edges and ends in conformance with ASTM-A I ! 11 OVER b MIL VAPOR BARRIER OVER 1 .' - tn 4" CONC SLAB W/6X&XIO/10 WWF 1I - ! , i 1 1;I , ! CLEAN0 ,WELL COMPACTED,TRE TED FILL '' ' V! 185, or Fiber mesh Reinforcement shall be used with the minimum 2" fiber length at ilbJyd complying with ASTM C 1116_ II OVER 6 MIL VAPOR BARRIER OVER 11 I 1 l ' -! __ 11 SAW CUT IN 15'x15' GRID, I1 v' ill-1111—Jill 1 {I,-;��I TYP.5LA8 j• __ -- 11 1 B-FTIl under concrete slabs shall be clean sand free of debris and other deleterious material.Fill shall be compacted to a density II CLEAN,WELL COMPACTED,TREATED FILL I! 1,I I-I 1! ,-- _ _ _ - " i" DEEP WHILE CONCRETE I; 11 --1 --'" = I l I= II �'-T -- = 1 1 -j' IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) I� - - - - - - or at least 135% of Modified Proctor Maximum Dr Densit CASTM 01551).Fill shall be treated with the termite poison before slab is - _ - - 1- -i f i l - i i i i - -- . - - - -I 1 I 1 1 " -11 I _`* I 11-I I - _-��T� i,---- placed. — I I_ ',li- ! =11{I I —111 II . !1� ilii—!!!I- 1 —!III' 'I I 1 ; , i" p _ _ G.Footings shell bear on undisturbed soil or upon soil compacted to a density of min. 95� of Modified Proctor Maximum Dry Density ;! 5' __'-, _, ,; _--'I ; 11 - 1 _ b MIL VAPOR BARRIER ! - - ng up -I; I I TYPICAL TINGr-DOTIN - SEE I/ST2 FOR i I,, -- 1 11 . - iI III 1=� I I 1 -I 111- !1 i r a depth of at least two feI ]L et. (2)below the bottom of the footing. �i -_ - _-- _ -- - - (ASTM D1551) for _ - I - S1ZE/REiNFORCEMENTj - 1 i I =i = I{ _!1 -i !=1' "-! !! -I': ep CLEAN COMPACTED with the minimum tom essive - - -' --I 1I i - - - _ - coarse rout or ea rave! concrete _ f block masonr shalt be filled with Pr i! -' ! D. Where shown, cores o y 9 p 9 - _ -- 1 1 -- 1— 1 illi— II— ! 1 I' '! 1, SAND FILL !'I- !. 1 -- !i! - !; !I' !i1 1 i I !I I {-1 (iii strength of 2500 at at 28 da a. I I i I=1 I 1. -!' + - -- --- 9 P y -- 1_1 - iI - , i (2r5 CONT. trete cover for reinforcement �i i 1! 1! I!'- 12" (i)J CONI. -i 1. _ E. Detail reinforcement in accordance with AGI 315, Detailing Manual.Minimum con ___ _ - - _ - 1 I 1 I —_ I! = IIS' _l —lil! shalt be as follows: ! ! -III! �! ! l i l 11 1_1 -11 It 1 �' i 1 -_- i -i l i i i)Concrete cast against earth 3.. I! TYPICAL FOUNDATION ' I - • _ I -- _ /'`� 2)Formed concrete exposed to earth or weather I-IJ2° I1 I I ! 1 - !' I !i - �- 1 STORY � (L II -1' 1 1 i'11,- j i I ii " tom+ 3J Interior slabs, walls 3/4" i - (i I 1 I 11 I !I Ii F.Minimum tom reasive design strength of concrete used for foundations and slabs shall be 2500 psi + 2$ days. - !I 1- ''- I'' -1 20 1 i l l!- !-! 1 !l l—I I 1 i1 n p I 1! 1 I _11_;; _ / 2 STORY �j,,. G. Reinforcing steel "it conform to ASTM 4615, grade 40. t i '1 f \ SLOPED TURNED DOW! EDGE :1 l ST2 9 C�*ITROL JOiNT-FOR CRAC7K CONTROL I 12 INTERIOR LOAD BEARINGS H. Longitudinal reinforcing in walls and footings shall be continuous at corners and Intersections. Matching corner bars shall be I trar TO scale used.Minimum la of reinforcing shall be 40 bar diameters, but not lee than 20". ! 3 FOUNDATiON AT 13D. ,I 3 FOUNDATION AT S�Cs.D. ST7 Not to SCALE 11 ST2 NOT TO SCALE ST2 NOT TO SCALE 1'I II _ J. 411 concrete operations, Including but not limited to mix design,mixing, transporting, lacin reinforcing detailing and placing, I ST2 NOT TO SCALE _ it O 9 9 p J- p 9 9 9 p 9 curing, and testing shall be done to accordance with the requirements and application of ACI 301, "specifications for I' --- --- --- - ---^--- -- - ---- _ _ ---.------- - - -- - - - n ! ---- ------ — --- -- --�--�,— i _— -- �— iII 5tructura l Concrete !{ - -- --------- �' I �I II !I lj HOLD HDR.ELK. !! 4" GONG SLAB W/ 6X6XI0AV WWF '1 !I WOOD: A.Framing lumber shalt be as follows or better: { TO OUTSIDE �i .q ND OVER b MIL VAPOR BARRIER OVER !; !1 1 1/2" 1 CLEAN,WELL COMPACTED,CREATE FiLL 11 4" LONG SLAB W/ R BARRIER O 11 2 x Rafters/Beams/Joists () �2 STP 19q M.C. OVER 6 MIL VAPOR BASTER OVER ^ I-Joists Provided b TrusJoist, or equivalent. - _ _ � CLEAN, WI=LL COMPACTED, TREATED FILL I {L3\ y �) I-1/2" i! TYP. SLAB I; . . `- - - _ it 11 Engineered Beams Provided by TrusJo(st, or equivalent. ;I -•� �_ -_ -- ii - !I i., 1 I ,. r-1 � �I 1! �_- {i VARIES /_.. -", Z 0 4 GSA W/bX6Xl0/10 111UF -_ - I - iLii CON SLAB i - - -1 Plates "2 SYP 19q• ML. i - - _ - - - 5 19q. M_G_ - T ical - Unless Noted Otherwise OVER 6 MIL VAPOR BARRIER OVER 1 _ - -'''' I- !' - - �` Studs 02 PF yp LGLEAN,WELL COMPACTED,TREATED FILL _ 111i -_ I l !i i!= -6 MIL VAPOR BARRIER !I - i l l shall be "Common" unless noted otherwise_ it _ _ ,, _ -! _ _ - - B. All nailsI I!' - !- -I_I!i -_ - --- - -- 11 __ -- 4 ! 1 !! II.1 - ' 11 !1!--1' illi i'i!— 11'!n .� I 1 '� -� Where not otherwise shown on lana, all nailing or screwing shall be as indicated to the codes 1 /_ - - - - --- - - - - _ C p g g I _' 11 -_Ili _I f!1 - !' - 1 I ' 1l 1-illi li 11 I _ - _ -.j 1 O or screwed t adhesives SHALL NOT be used in lace of nailing. i I 1! 1 I 1 �I 1 1-I!;1- ii 1:I- !!1_ =I !I i 1`! 1 I ! _!! - 1'1 referenced above.All sheathing must be nailed p 9 !i _ i,1 - --i 1 1 !,i i -C1 CONT. _i i" !' 1 1 !;I - !! 1 D.Metal connectors to be provided b 51MP50N. Alternate connectors w/ equivalent or hi allowable loads ma be used in lieu of il. 5' -I I;i='" !;1 I{- 1 11 1 I g'� -I _ !' '' ''-''1 - - - Specified components. p y q higher y —L I— ;! 1 1— j it 1 I'' 1 j I I !11_ '1 _! _ 1! .I I I 1 I- -1 1 i t i TYPICAL FOOTING - SEE 1/ST2 '! -I 1 1 1 1!( 1 i i i! 1 !' (2 ✓ CONT. 11 p tenor walls to be sheathed with min. 1/16" thick APA- or TECO-rated O.S.B. or plywood with ad a 6" o.c. along panel II I' ='11' -=1 , i -! ,,;__FoR SIZE/REiNFORGEMEN 1 I !I j=1 Iii=1,1 _I'i I_ II I I '1 1 ill II P. All ex edges, 12" oz. in field CS" with partially an and/or exposure "G" structures), except as no on Structural plan. {1 l - - -- j 1 :I! -1 16" I ! F. Engineered components (trusses, I-Joist,etc.)shall be installed per manufacturers specifications 4 instructions. II I ! - 1,1-�—, W _ !i I-- 11 1 - G. All permanent bracing of truss members with continuous lateral braces shall be diagonally braced per BG51 I-03, spaced not 1114 TYPICAL FOUNDATION i{ Ili-- '' I '1 1 STORY - 11 more than 16 feet oc, and placed not more than 4' from and of continuous latera! brace_ _ 1. II = _'!! _ 20" i i= 1 i 1 11- jl it I! I = 2 STORY 11 STEEL: II { ! IT! W{! A. Detail, fabricate,and erect steel according to AiSG !` ! != I I-! i 10 M a I1 11 I I!I I I _ 10 LOAD BEARINGS STEP DOW 11 1 "Specification for the Design,Fabrication, and Erection of Structural Steel Buildings", 9th edition. j 11 I TURNED DOWN EDGE 1 I' I 4 FOUNDATION AT DOOR SILL i1 sr2 Not To SCALE ! sr2 Not to SCALE II 1'— U W B. Structural steel shall be ASTM A36, Except as noted below: 1 Q FOUNDATION AT DOOR SILL - Pipe ASTM A53, Type E or 5,Gr. B ij ��ST�2y,,ff Not to SCALE I' ST2 NOT t0 SCALE - --- -_ _ - ----- I I �1 Tube ASTM A500 'i--_ ---- --='1-- --- !I -------------- --- - - -- — li C. All bolts, anchor bolts and threaded rode shall be ASTM 4301 unless noted otherwise. Ir- ----- - - ---- ---- -- --- ---- -------- 0 li -- --- - - 1-- ---- ��- I. D. Hex nuts and couplers used for bolts, anchor bolts and threaded rods shall be low carbon steel and meet or exceed the ( 1 1 O ca actt of the corresponding ASTM A301, 436,SAE 1018 and Grade 2 Botts, etc. Hex nuts and couplers used for high- I1 ;! HEADER BLOCK OR G !1 strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 Grade DH. I Ii I' FORMED < CAST g i! 1i ff Q H I 4" CONC SLAB W/6X6XIO110 ULF i1 STEP DOWN '1 OVER b MIL VAPOR BARRIER OVER li , c ail nlehlin� aYull h� bu A certified welder to accordance with AU1S DLT. li CLEAN if=[ I r-_. _ - ._-__ _ ITE '1 -Ctr5 x 2'-0u OVER 'I II r]MP1�C TtJ TERI"i Ii I� l�\ �y !1 ; MASONRY it 8"x8" CHASE IN 11 VARIES- - - -- - 1 TREATED FILL ( i; ■■(� 1 TMS 402 Masonr Butldi Code. ({ s` �.` GONG_BLOCK STEM ii V♦ l� ,.moi A. All masonry work shall be in accordance with 4Gi 530/ASCE 5 y ng '! _ - - I 1 !! -_ I ■�■ WALL i , B. Concrete masonry units shalt be ASTM C90-15,Hollow Load-Bearing Concrete Masonry Units, Type 1,Grade N-I,normal Weight,with a ! SLOPE - - - - !1 .III I !-! I I; I 1 • 'i" - _ II `I 11 -1, -'1 I i; i 1 j i_ T'I'P. SLAB VARIES - minimum compression strength of 2000 psi (F'm=1500ps1). IIGROUT SOLID qpE " _' —I - - !i. 1 j i'-11, i i 1 -I'I - - -"osol - - G.Mortar shall conform to ASTM G210 and be of Type S. { AROUND PIPE 1 I ` '`I ! i ! I = _i !I _ ! 1— 11 ,! 1 1! �, II -- —;! i;! —' I r 'j 1, DESIGN RW/MDA/MR 1 GROUT SOLID I- - i I - I 1 III it ? !_ ,,I ! I !1 ;! D.Grout when specified, shall conform to ASTM G 4'16 with minimum 28 day compressive strength of 3000 psi.Grout shall be mixed to ! - 1 __!,( _!;,. 1,•-! .! I'1 - _ It - 11 provide a slum between $" t0 it"_ i1.I —. 1 ' . _. - ! �' CLEAN COMPACTED 1 i- I AROUND PIPE 11 I l i 11=i i i j ! I I'! 1 'i - DRAFT JL5/MDA p re cast concrete lintels over all openings s unless noted otherwise on drawings. Lintels shalt be of sufficient size and { •1 - PtG4L FOOttNCs 1) SAND FILL r 1 i! -'' 1! SEE I/5T2 -, T + '. vL1B 11 - E. Providep p g g _ _ - - - reinforcement for the given span loading conditions. _ _ _ - - - =I!11 1 1 1 1 I! 1 FOR SIZE/ 11 1 1 1—!1 1 i 1 1 1�HICKNES5 !! 8" MIN DEEPEN !' 1 1 ! . 11 I 'I-i 1!1 REINFORCEMENT 11 I I I- I 1' i I 1 I i j i` - ii CHECKED CMR F. Lap all vertical reinforcing a minimum of 25 . 1, -*-TYPICAL FOOTING - SEE 1/STZ ! 111 - .I :.-.`.-_ "..-.:`_- 1!1 1. I{ SCALE NTS 161 TY 304_ II FOOTING + CHASE TYPICAL FOUNDATION i! ! 1 { FOR SiZE/REINFORCEMENT !! -- 1 _-_ ; G. Provide horizontal Joint reinforcing at 16 o c. vertically. Reinforcing wire shall conform to ASTM A82 and 45TH A fi'E 1 LOCATION A5 REQ'D t0 I 1 _ { 1 CORROSION DECAY RESISTANCE: PROVIDE PROPER it '_! - 1- ! _ i! 1 — 1 1: Il DATE -t/3D/0-1 I. FOOTING, DEPTH. I' -1 1 1-1, 11-! I I-! A. All structural members of wood or structural composite lumber exposed to weather or in direct ground contact - I.e. I� 11 1!! I I ! 1 _I, I i ,I ti STEP DOWN deck/balcong boards,Joists,posts, etc_ - shell be pressure preservative treated to a levet rated for the specific l I 1 application.Borate-treated wood shalt not be used as/for structural members exposed to weather or in direct ground 'I !; =1:11= 11- I sr2 NOT To SCALE (I JOB NO. STANDARD i I1 1 Ii MAY tt'1E USED AS S1JMCt3104OWM DEtAU !I contact unless specifically rated by the manufacturer/treater 6a adequate for the use. ! G FOUNDATION W/ UTILITY CHASE a COAD BEARINGS STEP DOWN 1i 1( SQFT. DETAILS B. All interior wood-based members in direct contact with concrete or masonry shall be pressure preservative treated Il Not To S FOUNDATION W/ UTILITY CHASE ii i! — -- — NOT TO SCALE if ST2 µ0+t t0 SCALE ! iI Project Engineer: to resist decay. --- --it I - C. All metal fasteners 4 connectors exposed to weather or in contact with corrosive materials ((.e. ACO, GA-B, CBA-A, at al) i - I' '— STANDARD FOUNDATION DETAILS -�-- r ce A,�Paine,PE shat) be Z-MAX-coated, hot dipped galvanized,stainless steel or otherwise rated by the manufacturer for compatibility MONOLITHIC FOUNDATION DETAILS ii STEM WALL FOUNDATION DETAILS iiOlIII With the application.The exterior application of any material treated with a pressure preservative containing Ammonia , shalt require the exclusive use of stainless steel fasteners and connectors. The use of any material treated with the ' Ii n21475 1 THESE DETAILS ARE INTERCHANGEABLE WITH THE !I THESE DETAILS ARE INTERCHANGEABLE WITH THE 1 FOIailCldtff�'1 Not Wood vertical construction shown atop foundation details for clarity. l.Uood, cmu, icf or other structural vertical construction pressure preservative ACZA shall require the exclusive use of stainless steel fasteners and connectors. License No.20,32 D. Stainless steel and zinc-plated Ci.e Z-MAX, HDG, etc.) fasteners and connectors may not be combined. Use only SS !I ;1 11 - ;GA t..icense No. 10323 il STEM WALLS FOUNDATION DETAILS. I MONOLITHIC: FOUNDATION DETAILS 11 acceptable - see STl for specifics_ fasteners with SS connectors. Use only zinc-plated fasteners with zinc-plated connectors. I 11 ! _ Tt drav jrotoa+idw$a�Fraesed �seal AND signed in BLUE ink EPDXIED ATR I EXPANSION environments ora !(cations is naceaser for continued, Ion sat(sfactor �formaniii wmac* ce. }. " iMPORTANT NOTE - (2)S DOWELS,lER TYPICAL I HOLD-DOWN PER 1 TOP OF SLAB JOINT TOP OF POOL �t�o a (son ourci ills pp y 9' '" y p I r; I � ii PERIMETER PAD FOOTINGS FOUNDATION DETAIL,CAST INTO . , , DECKINCs o Jacksonville !jli , -- �-- ( ! ;e 1 TYPICAL FOUNDAtiON STRUCTURAL PLANS {' {j lI, 1 TYPICAL FOUNDATION 1 t( 1 1 i 1 1 SHOWN AT 1^'ORCt-TES (ONLY) li� PAD FOOTING OR EPDXIED W/MIN 1 i + ;I FL CoA Number 00008494 (1)45 VERT e EACH I{ I( ; 1 1 j i4/ ! I;SHALL BE LOCATED AT THE 6" EMBEDMENT,CENTER t4" IN ( ! { { I 1 ! i. / . ,\ '\ P �\ GA PEF Number 004556 !, i' i I I I { I ! I SLAB LEVEL - NOT IN THE FTN'G. PADS 36 x36 t L R f ; ! TYPICAL. FOUNDATION Il SIDE OF STEM WALL !' !I { 1 I I I 1 it 1 STANDARD ` r.�HEET "-Z0s SLOPE ! I FOOTING BENEATH THE 'I. ' 1 1= I 115$ C3J"5 DOWELS.! 1 I 1 1 ! \\ POOL TO ____Z_ _ HEIGHT GHATIC;E 1. HORIZONTAL �5's 1 - ! { ! I ! ! I {I! -, ,! I ! ! ! %.FOUNDATION: - % .... 4� + 16" O/C. j = ,e GRADE V : -�- a�� I 11 STEMWALL - IN ORDER TO ,!1 - ,1 I 1 ' ` - BE II F ♦ I - ( 1 ! {i 11-!I i 1 ,.-:SEE DETAIL \\i \ /i ;i .i. - { ; TYPICAL FOUNOATfON I I 1 ACCOMMODATE THE COLUMN 1 I ! CONT. !1 II d 1 !---I I11 1 { ! _ y/ST2 DESIGNED (Il j GLEAN GOMPAGTEP ! !; / .i \' ;v i' „ . - BY 1 C=1 I'=iII SLOPE 1 1 i !i AND ASSOCIATED HOLD-DOWN -I! 1 REBAR 11 u "A.W Z ;!!-i III- t !i ABOVE. BAND FILL' ! ! Il I II `\ ST2 N U O O 4 - = CONT.REBAR 1' 1 =1 1 SLOPE I. REBARTIPER {) -", \_ �," - ­ �, \­ ' ,`-'�, ..- ­�`-,", ­ � SAN COMPACTED GRADE i i \/ OTHERS. N y. I I -ACJ 'FILL 1 1 1 1 i. 1 ! E i I :i i. TYPICAL „ / I KI i��,U - _ - i i l-!1!!-! I I i 1 �_ 4 1 1� FOUNDL TION Ij \ ' ' ' . .' r j j / :y A r DE N i; I I •d a• a PLANS FOR PAD ~ 1SEE 1 -�! 4 CONT. ' 1 ,; , `-�� >•-. of 1 !i a m O z 1' REBAR 1 I{ !! 1 ! I1 / /. 11 i -_ -~� !1 ll FOOLING SIZE, Q -- -a l- -� - - - -> ;I \i;= ��� Vim. ,A� -� - - -- - - - 1 REBAR SPECS. 2 45 ! a ti S I I i \\ , / , \�_ - - r . I lI �� PLANS FORTPADL i `. ;GLEAN i -- - !! { PAD BASE 11 1 i �{ PER STRUCTURAL PLAN SEE STRUCTURAL FOOTING SIZE, PLANS FOR SIZE, toe 1 - {! _ I ��%COMPACTED-� �.� - I \ I `';SAND FILL ti ', 24" 8°"'T'�`le!male , 15 11 SECTION VIEW FAGS ViEW LOCATION a 1 LOC4tioN : s 45 . • . „ , \� 11111111111111111111 n� ii STEM WALL W/ 45• CORNER DETAIL REBAR SPEc's. a ,� \ �`� II ST2 NOT TO SCALE !' PAC) BASE REBAR SPEG'S. SECTION VIEW \ / 1. w PAD BASE SEE StRUCtURAL II 1 PER STRUCTURAL PLAN 1' PER STRUCTURAL PLAN CLEAN COMPACTED PLANS FOR SIZE, 11 � ? SAND FILL F LOCATION 4 1i Is FOUNDATION +� POOL ,, �` a a9 11 id PAD FOOTINGS FOR MONO BLAS PER STPRt�1CTBLIRAt PLAN REBAR SPECS. I{ ST2 ll To SCALE \" 3 FACE VIEW 11 - '- �- Buil ®� t4 STEM WALL HEIGHT GHANCsE I I 11 , ,-_ m 11 ( srz Har ro SCALE P,g9 FOOTtNCs FOR STEM WALL ST2 NOT To SCALE 1! ! ST2 NOT to SCALE ! F (a�l 1; 11 It NUFntSSouer e l b,._ _ e.,•. �,., ry, .,iii, .'x,a; k o. .. -�.o- n giti - Builders — — FirstSource Builders N FirstSource -gyp o -Q 0 mu. 7 N mU- *57AIR NOTE: ACTUAL DIMENSIONS KL.L VARY 26'-8" 26 s DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCE-5 5'-4" 16'-0" 5'-4" 5'-4" 16'-0" 5'-4" IN GONSTRUGTIQ N MATERIAL. ACTUAL Builders CONSTRUCTION MUST COMPLY W/ GH. 1'- ' 14'-0" 1'-0' FirstSource 8311.5 OF THE FLORIDA BUILDING GORE DESIGN CENTER 2004 RE51 DENTI AL. 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 = I 1 o b UPPER Fax 904.317-2835 LOWER I ►n THIS DOCUMENT,ALONG WITH LO VERANDAH VERANDAH ASSOCIATED DOCUMENTS, 15 AN INSTRUMEN10'-0 5/1(0" CLG- SERVICE FFOR THE Exc�IVE GONG TE I -�' WOOD USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED U FOM 5 DOCUMENT, 5'-4" 16'-0" 5'-4" 5'-4' 16'-0" '-4" ASSSOG AITED DOCUMENTS,MAY NOT BE USED FOR OTHER 2'-6" 3'-10" 9'_8„ o o Q 9 3'-0" 5'-0" 5'-0" 3'-0" � � WORK(H E MESSPROJIT WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DE516NER. 30 05H 30 05H REQ/ DESCRIPTION I HDR 84" �j� FRENG HDR 84" 17 I R5 1 I 2 - N 3 „ pQ 9 -2 X13'-r0 I = m4 l m N NI m BEDROOM 2 50 1 N N z I , O -V-11" CLG- I r ® CARPET - eD �1 o i o o CL3. I -3" CLG- WOOD WOOD 26 N 1 113' 0" 30'-0" CENTER AULT CLG. O Q s s In (() O O CAIWE T o 0 o I m Q STUDY 50 1 0 0 0 0 _ o M O l'-Il" CLCx. Lu I M M co I c0 I d) CARPET 1 ( Q a I mQ I m4 I mQ 28 1 I o I SD o I o a "I'-11" CLG- 6" WALL I m I r I TILE o I 1 o Q BATH 2 J59 I 3° V- CLC. 28 I LU °' Q � I p TILE co I °' O I I ® I i�— o I o 11 5'-4"� m 4'- ' 2° 2'-0" M '- " I 6 6" �,� 3'-4„ 2'_0" I 2'-10" v 2'-6" 4'-2" 81-0" 3'-10" 2'-0"� 1'-6" 1'-10" M M 505H 2 H.1454" 16"D. G UN1 R ON LU �--- 42" <N: E!,4 LL- II 12 13 4 �o cry -�- 2 6 N N N - N M 6 HALL V ' IE � b 126 z ao z o o ID I 2- rn o O O 'o Ul cS� 0� O 3'-10" �j o� 12'-(o"x9'-ro" m Q o W o > O I LD , a N 1 sD BEDROOM 3 8 Cc - N I KITCHEN 26 8P3DR O �'-11" CLG g;t CLG- d) 6 = U, CE1IlTER VAULT CLG. I TILE 1 ° q CSl CARPET = p Q o,3'-10" 2'- " 1'- i TILE Q Z �j �� m mz s __ -7 ! // I I !I I `_° REQ. 110 0 -3" CLG 1 `!1' tet' n_ N I 26 1� , 4 151:2 1 © N Qi5DT1LE V r rJ 5 1:2 co 6'-7 3'-9" 3'-6" 12'-10" I R$5 TILE Q 26 (� _ HOYVE 5D ` � N Q CV CV = O N N N S'I'C' M `� DESIGN R.A.M. a 131-311 CLG. O C�LA55 ENG CARPET 2 0o DRAFT - M CHECKED - 7'-11" CLG. ' b> y m „ ,_ „ 1 Io0 CONCRETE p[ � 4 2-2 3 6 iv 8'-6" 3'-6" 3'-4" SCALE 1/4 I'-O" > N Ott 15'-0"X13'-S" O r` 42"xbo" MASTER' r DATE 8.18.08 X x TUB MASTER SEDRO01"f JOB NO. .1x85182 BATH ° 8'-3" CLG. 60 `� 8'-3" CLC-. SQ.FT. - �" 4'-2" CARPET TILE s N _ r A,H.U. WH _ o rn � � 'v � c%) � Z O A/G CHASE EGRE55 50505H 30 5H HD 84" HD 84" 9,-4" 8'-411 9'_0" 6'-4" 1'-21/2" T-9 1/2" 2'-6" 10'-0" 2'-10" SHEET AREA TABULATION 26'-8" 26'-8" IST FLOOR LIVING: X51 S.F. FLAN I 2ND FLOOR LIVING: 10-16 S.F. F 1 RS7 FLOOR FLAN ���iol`tL/ �L®®R, PL�I `� TOTAL A/C: 1821 S.F. of GARAGE: 373 S.F. LOWER VERANDA: 520 S.F. REFER TO ARCH 1 TEGTURAL DETAI L5 5HEET '[;)I' UPPER VERANDA: 520 5F. FOR FLORIDA BUILDING GORE 2004 TOTAL: 3240 S.F. RESIDENTIAL COMPLIANCE REQUIREMENTS. 0 -0 0 mLL m- Builders FirstSource Builders FirstSource a.,._ Builders FirstSource \Builders d iFirstSource N0 LUi% �0 12 LU L 4 X14 ARCHITECTURAL SHIN6LE5 (TYP) 18'-7 5/16" PLATE NGT. — — — ARCHITECTURAL 5HIN67LES (TYP.) — — — IS'-7 5/16" PLATE H&T. 16'-10" PLATE HGT. I6'-10" PLATE HGT. _ — — — — — — - - - - - - - - - — Builders HARDIE SOFFIT (TYP.) HARDIE SOFFIT (TYP.) FirstSource W of Jacksonville af UHARDIE LAP 5 DIN5 (Np) DESIGN CENTER � � SIDING (TYP.) _ Roosevelt io Jacksonville, ILL Tel 904.772-6100 90 � � N (D = Z S'-"!" FINISH FLOOR V-7" FINISH FLOOR Fax 904.317-2835 _ — — — '7'-II" PLATE HGT. THIS DOCUMENT,ALON& WITH `° — -1'-II" PLATE HGT. _ _ — — — — ASSOCIATED DOCUMENTS, 15 AN X _ _ _ — — — — INSTRUMENT OF DESIGNERS X SERVICE FOR THE EXCLUSIVE d O USE AT THE PROJECT TITLED d X HEREIN. INFORMATION DERVIED Q a Q FROM THIS DOCUMENT,AND/OR ASSOCIATED DOCUMENTS,MAY NOT 5E USED FOR OTHER WORK(5) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERM15SION OF THE DE516NER. REV DESCRIPTION I - 0'-0" FINISH FLOOR — O'-O" FINISH FLOOR 2 - - - 4 - REAR EL VAT1 oN FRONT ELEVATION 1/14"= I I_OII 1/4 =I -0 T ytr 12 �4 ARCHITECTURAL 5HINGLE5 (TYP.) — — — — — — — — — 18'-7 5/16" PLATE HOT. I6-10" PLATE HGT. — — — HARDIE SOFFIT (TYP.) Z HARDIE LAP W 51DIN6 (TYP.) to Lj U M i1 J L IL m o (y _ _ 5'-7" FIN15H FLOOR �-✓�-�1 N — — — — — — — — —L _11 — — — — — — — 7-II" PLATE HOT. � LU < O L i y — — — O'-O" FINISH FLOOR �— LU Id > M V1 L,ET SIDE LEVA 1 ®N Q z I/4 II_OII CD LU 0 0 � til Z F— ua ROOF LA""roUT I/8 -I -o 12 < LU ARCHITECTURAL 5HIN6LE5 (TYP.) _ 15'-1 5/16" PLATE H&T. DE51GN R.A.M. — — — — — — — — DRAFT - I6'-10" PLATE HGT. CHECKED - — — — — — — — — — — — — — SCALE I/4"=1'-O" \-HARDIE SOFFIT (TYP.) DATE 8.18.08 JOS NO. J2a5182 HARDIE LAP SIDING (T*'P.) 8'-7" FIN15H FLOOR TEN 7'-II" PLATE HGT. — — — i SHEET - — — — - o'-O" FIN15H FLOOR of ' 10H7 SIDE EL EVA7I ®N i d �? I/4115 I I_OII LULL O —� BuildersVI In FirstSource LULL Builders FirstSource