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Kit�:M.•: .�. .,� ..�.... € : k 4x4 P r� ..._........ .....w _..., ... _ x T P(�T I f Q COVERED COVERED , iN PATIO I t m PORCH _ `Ya KITCHEN 1a -o x 11'-o" I _ z In I _ s'—o" x 1s'—a cn© (VAULTED) DINING LIVING I' - v U� ( A TED) m�C12'—a" x 11 •8" ao g 25'_8)' x 15'-8" f oa t;,.,�..�....�.�..�.. ..................._......_..._M.,..._ .._ ............�...._._w�.. co $ 77 ) » i I p / 15 ---8 1,> 5, -42 17, f /' 3' i� .-1c ................ ..... ._ i CONC. COVERED 30fi8 1 i 5 7 �» 'ft �77 77 / » 7r f 1» # WALK `� '� `�, CONC, _._...__ m__ _. 47a ,3- 7„ 3 „1 �8� 8+_07! 3 �''_6� 3 g _g2 7 7 8l7 , 7! Y' i - •4 -0 3 • 3 - ... ................ ........y:*.:.... .... ............... 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I SHWR/TUB ✓ _ ; I ;.................. ....... . ... ... 11"III/�'lll! 4 ......... ......_...,,m. .....f �r Z= _ S` - --- -- -EGRESS— EGRESS -�� ...,� ._...�.._ ..._.�... ......_..... ,....._.. .�..,. ,�...... ;.__..._... EGRESS ._..__ ___... ....�.�..., .-. ..._... ...._._.., .-..�... .._...�. s 171 0" 5) 0:: Z 3 �[.e-........,_................ ... .....,........»..................,-.......e...--............,-.......-................,........-..-_--.......-n.•--..•_................-.....L__ 1 � # 3 20,_0» 1'3)_1 „ 8'-D » 15'-42" 12'-10" i f ; ..b_,.... .••....._...—................_...............,......................_.__......... ._.. _........_._.._. ............•........-.... .....-... ........_.,..-........ .......... ..e". ................... ................................................................................................................................................................_ ., ............ ....,X ... . ................................................................_.........................,......,..........•............. .......... %............_.............................. . ...... E �: » 1:: 17 3 1 it :, 3 25,_47! 31 10)_4!, 3 = 2f--p7t 2 10)_477 3 » 5,_177 3:x,7 14!_61,) 34" .......................................... .............................................._.,....,.,....,.........,.,....> � _ _.-.:.............................................................................................................. 2 ...........................................................yl............................_..........,..............................._.................._......................_................................,...........................�.�. tt5 697_477 I • r 1/4„ 1'-0" LIVING 1,372 SQ. FT. GARAGE 385 SQ. FT. COV. PORCHS 270 SQ. FT. NOTE: A - 2 THERE MUST BE AT LEAST ONI= MEANS OF EGRESS WHEN COMPLETE HURRICANE SHUTTER SYSTEM IS INSTALLED. EITHER THE FRONT DOOR -__-___- _ - - ------_-__--_- -_-_ MUST BE IMPACT RESISTANT OR YOU MUST PROVIDE A 3068 SIDE HINGEDDOORIN THE GARAGE. SHEET 2 OF � :- —�-- IF BUDGET DICTATES THAT AVENTILATED ATTIC IS NECESSARY PROVIDE CONTINUOUS EAVE VENTS AT THE PERIMETER OF THE BUILDING AS WELL AS VENTING ALONG THE RIDGE. THESE RIDGE VENTS SHALL BE DESIGNED TO PREVENT HIGH WINDS FROMBLOWING RAINWATER INTO THE VENTS. PLACE INSULATION ABOVE THE CEILING USING CELLUSOSE BLOWN—IN INSULATION WITH NO FORMALDAHYDE CONTENT WHICH HAS t ' BEEN CHEMICALLY TREATED FOR FLAME RESISTANCE, PROCESSING AND F HANDLING CHACTEISTICS (R-30 MINIMUM). A FORMALDAHYDE FREE FIBERGLASS BATT INSULATION MAY ALSO ,BE SUBSTITUTED (R-30 f' MINIMUM) 1 30 YEAR ARCH. GRADE FIBERGLASS SHINGLES (TO BE ` INSTALLED AS PER MANUF. lNSTRUGTIONS)12 OVER 15# ROOFING FELTS ON 7/16" CDX PLYWOOD SHTG. 6 NAIL W/ 8d RING SHANK 0 6" O.C. EDGES & 12" O.C. FIELD ' OVER PRE—ENG WOOD TRUSSES 0 24" O.C. 1 s TRUSS BRNG. 8'--0'" ----METAL EAVE DRIP OVER P.T. 1X2 5/8" GYP. BD. CEILING - ON P.T. 2X6 FASCIA (CONT.) (SEAL TO TOP PLATE) FASTEN DRIP EDGE TO SHTG. AT 4" O.C. MAX. DBL, 2x4 S.Y.P. TOP PLATE — i 16 Q HAN VENTED VINYL SOFFIT 1/2" GYP. BD. ON 2X4 WD STUDSSYMBOLS M DESCRIPTION SYMBOLS DESCRIPTION i 0 16" O.C. Wj R-11 UNPAGED �```�•, ;, i , BATT INSUL.._.M-_ m . .. , PROVIDE 2x4 BLKG. AT MIDSPAN . " HARDI—BOARD HORIZONTAL LAP SIDING OVER TYVEK ON GROUP 1 7/16" STRUCTURAL SHTG. W/8d 0 6" O.C. � EDGES AND 6 O.C. IN FIELD .... 2x4 GROUP Ill SPF WOOD STUDS 0 16 I O.C. O C` BASE MOULDING ......................................, _ ,�I�O 4" CONC. SLAB W/SYNTHETIC <.4t t I PROVIDE GLASS—MAT WALLBOARD IN ALL �`._„� IBER RElNF. FIBERS TQ BE ' MOISTURE PRONE AREAS SUCH AS BATHROOM$ /2"--2" AND FROM .75 TO 1.5'� AND KITCHENS (TYP.) POUNDS PER: CUBIC YD. IN � I ACCORDANCE W/ MANUF. E, a RECOMMENDATIONS (OR 6x6 10j10 W.W.M.) € OVER 6 MILL VAPOR BARRIER ON .:CLEAN '' ..., .>•�; :: :: . 1 � : COMPACTED TERMITE ';; € f -- «« _«««««.«_« .««««0 F TREATED FILL (GONG, 2500 P.S.I.) .......... ' ELEV. 0'-Q" (ASSUMED) f t MATCH EXISTING f . «.............««......_..«... ...... :...«.:..... SEE STRUCTURAL ENGINEERING - — — 14410-T f - FOR FOUNDATION INFORMATION liv f 3 GFI £ I t : f , 3 f , 3 A» J T B X/>GFI �,„ : "'«'•"""'""...,^'«"'^.'«s _ �.r" " ......................................«...«..................«,.««.......:...Y.« «:«.:«.«. s , i • .,,M1 E i 3 • .,,,,. f vv. :: t i `a. r, Yl f e DC € i TO TIMER � I� , Anil f , £ £ i SOD �: i '• ................................................. ..........«................«................... .................... •'t, /° "'S i ..,,«««.««„««,.,.•..,,.., -...i �i...............i•...........i . , , t( s L ELI;C GFI I �., PNL. :.. GFI ««_..«.................. : i « « � - «— - GFI. :::.. i :. . i I �: ''is 2� GFI GFI Qnf s C14 IL "' WAS 3 i , iB �FI GF i GFI a , I f s. t .. FI i DRY GFI,; s GFI GF i 3 GFI a� f i , � �•-"."'.?' ..........(" .......... C`F'O `..................................... ........«,«...,..««.....«...,..«,,,.....«...,«.«...«,.«..,..««,...,........,...,,...««««.-«...,�..:...«,-..,.,,.,«' fs s� , w. BALL ELECTRICAL WIRING TO BE IN ACCORDANQE WITH 2002 N.E.C. ....... ........ 1/41* 11-0A - 4„ SHEET 4 OF �- DESIGN CRITERIA AND LOADS LEGEND AND FRAMING NOTES: ' ATC ALTERNATIVES WOOD STRUCTURAL PANEL (119 mph and 120 Mph EXPOSURE C B�dk�na Coda �- INTERIOR ROOF LOAD BEARING WALL p \ . 2007 Florid.Building rand R.ad.nu.l cad..wd200f1� BAY WINDOW HEADER J A Cada for Dasian Loads S'TRUCT'URAL wMaEAM 1. ALL WOOD STRUCTURAL PANE . HALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION ATC MAY NOT BE APPLICABLE DUE TO STUDS PACKED SOLID. IN AND SUPPLEMENTS OF THE AM ICAN PLYWOOD ASSOCIATION, "j R OF LOASCE 7-06 THIS EVENT, IT IS ACCEPTABLE TO FASTEN EACH KING GROUP TO 2. ALL PANEL END JOINTS SHALL CUR OVER SUPPORTS AND SHALL BE STAGGERED ONE HALF PANEL « INTERIOR LOAD BEARING WALL NTH NO UPLIFT. NO ATC REQUIRED. BAY THE TOP AND BOT PLATE WW DSP OR(1)MSTA24 W/(5)10d IN LENGTH FROM ADJACENT PAN PROVIDE Y INCH SPACE AT PANEL ENDS. ROOF CHORD LI ( 1 yr) WINDOWS PLATE AND(7)106 IN STUDS. BOTTOM PLATE TO SLAB VW Y,'x6• 3. WOOD STROM ADJACENT PANELS SHA BE PROVIDE I AS SH TOP CHORD LIVE LOAD "BTM PLT ANCHORS MAX 48"OR AS REQUIRED PER 8W SPECIFICATIONS. 5'4r AND EMBED BOLT)1 WASHER. DIRECT CONNECTION PLATE To OF STUDS TO L4 x SHOWN IN TABLE 5. TOP CHORD DEAD LOAD 7 psf (U� UNLESS NOTED OTHERWISE ON PLAN OR DETAIL SMALLER SLAB VW LTT20B IS ACCEPTABLE, LTT208 MAY BE RECESSED 1N TABLE .S: WOOD ST BOTTOM CHORD LIVE LOAD 10 psf SLAB �UCTURA-L';-PANEL BOTTOM CHORD DEAD LOAD 5 psf EOR ENGINEER OF RECORD . /� p�//������ TYPICAL HEADER SHEATHING REQUIF�EMENTS + CONCURRENTLY LOV►DED LIVE LOADS MAY BE REDUCED HEADER FfV'>Itli I NG PER FBC 1806.3.1.1 HDR SPAN CONNECTION(END OF EACH HEADER) °' FLEXIBLE VENEER MIN%e"24/18 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR FLOOR LOADING (2) 2 x 6 --11 2 HEADER/BEAM CAL4GUT Z ORIZONTALLY W/Sd COMMON:Cr O.C.AT PANEL EDGES,6"O.C.IN THE LESS TOP PLATE TO KING: MSTA24 W/(5)10d IN TOP PLATE AND - y FIELD. PANEL EDGE BLOCKINGAT HORIZONTAL PANEL EDGES IS NOT TOP CHORD LIVE L.QAD (�pof 1.00j NUMBER OF KING STUDS EACH SIDE OF OPENING � � REQUIRED,INCLUSIVE OF SHEAR WALLS(MAX 500 PLF SHEAR). THAN 6'-0" (7)10d IN KING. 4 MIN "32/18 SPAN RATED OSB OR PL TOP CHORD DEAD LOAD p NUMBER OF JACK 8TUD8 EACH SIDE OF OPENING BRITT PLYWOOD 1 KING GROUP TO SLAB: LTT20B OR HTT4 VW Ye X F LE VENEER INSTALLED WJ LONG BOTTOM CHORD LIVE LOAD 0 P+� SIZE OF HEADER MATERIAL(N0,Z SYP) EMBEDNIEIVT ATR. DIMENSION VERTICAL VW Sd-COMMON:0"O.C.AT PANEL EDGES, BOTTOM CHORD DEAD LOAD 6 psf N 12"O.C.IN THE FIELD. 2x4 BLOCKING IS REQUIRED AT NUMBER OF PUSS IN HEADER ` `N$UPPORTED PANEL TRUSS DEFLECTION CRITERIA • ALL HEADER JACK AND KING STU$SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 106 TILE ROOF;1 AND 2-STORY i Mx.Via/ " RT ROOF TRUSS COMMON 8'O.C.STAGGERED. TOP PLATE TO KING: (2)MSTA24. EACH W/(5)10d IN TOP PLATE 8 SPAN RATED PLYWOOD INSTALLED WITH LONG LL/Z40 AND(7)10D IN KING. C7 r 61 MENSION PERPENDICULAR TO SUPPORTS W/Sd RING SHANK • TOP PLATE TO HEADER CONNECTION(ONE OF THE FOLLOWING): KING GROUP TO SLAB.LTT20B OR HTT4 W/Y,"X T Z . NAILS. 4"O.C.AT PANEL EDGES AND S"O.C.IN THE FIELD TLJ180 -SPH W/(12)10d x 1-Y,•Q 32.O.C.OR,' EMBEDMENT ATR. _ FLOOR TRUSS L�0 I- SHINGLE ROOF;2-STO '' MIN / 32/18 SPAN RATED OSB INSTALLED WITH LONG DIMENSION ` �s « -DSP E TR 106 COMMON IB 16"O.C. R W ROOF PITCH= IjPENDICULAR TO SUPPORTS VW/8d RING SHANK NAILS: 8"O.C.AT TU240 -FASTEN TRUSS DIRECTLY TO HEADER 1f1I MTS OR HTS W/(14)106 x 1-Y;(OR TOP PLATE TO KING: (3)MSTA24. EACH W/(5)104 IN TOP PLATE W= 5:12 AND 8:12: r EL EDGES. O.C.IN THE FIELD. EQUAL APPROVED BY EOR) AND(TA24.7)10d EKING. -NO CONNECTION REQUIRED FOR VVI 3FT OR LESS KING GROUP TO SLAB: (2)LTT20B W/(10)16d AND V X 12"EMBED ATR SHINGLE ROOF;2-STORYco WIND LOADING (Cd=1.60) -NO CONNECTION REQUIRED AT FIR FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS Y (LAIN/s 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH ASCE WIN 3S GUST ABOVE. T-12' W/WASHER OR HTT4 AND si's"X 12• U ROOF PITCH= �I LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING O1 BASIC WIND SPEED ATR. LU 7:12 AND GREATER SHANK NAILS: 8"O.C.AT PANEL EDGES,12"O.C.IN THE FIELD. 120 mph �h. Q EXPOSURE CATEGORY C WINDOW OPENINGS 4'AND GREATER REQUIRE Ye ANCHOR BOLTS OR REDHEADS W/1-Y2'DIA HIGH UPLIFT HEADER N IMPORTANCE FACTOR 1.0 WASHERS AT 48" U. SHINGLE ROOF;1-STORY, MIN js"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH N ■ �■ c: BUILDING CATEGORY II (M/W ON CENTER UNDER WINDOW CONNECTION BOTTOM PLATE TO SLAB. OP PLT TO EACH KING: MSTA24. EACH W/(6)10d IN TOP PLATE AND(8)10d O ALL ROOF PITCHES LONG DIMENSION PERPENDICULAR TO SUPPORTS OSB W/8d M ENCLOSURE CLASSIFICATION ENCLOSED • IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD IN KING. 0 LNG SHANK NAILS: 8"O.C.AT PANEL EDGES,12"IN THE FIELD INTERNAL PRESSURE COEFF 0.18 _I CSC DESIGN PRESSURES (sae taL>fs 1) Openings >6' LL. • OPENINGS IN 2x4 STUQ`WALLS GREATER THAN 8'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED PLATE EADER TO JACK STUD: MSTA24 W/(8)10d IN HEADER AND(10)10d IN JACK ` 2X4 WBIIS DIRECTLY ABOVE AND BELOW THE OPENING VW 12d COMMON TOE-NAILS AT EACH END 4�"TSG OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL U fi SPECIAL FLOOR ( � (� NG GROUP TO SLAB: (1)HTTS FLOOR DECK SHEATHING: i EDGES,12"O.C.IN THE FIELD. -J (GAME ROOM)LOADING (Cd--1.00) TOP CHORD DEAD LOAD 10 pd Openings >8' • OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)216 NO.2 SPF PLANK ORIENTED PLATE ACK AND KING STUDS: (2)ROWS 12d @ 8"BETWEEN ADJACENT TOP CHORD LIVE LOAD 50 psf (24 Walls) DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END BOTTOM CHORD DEAD LOAD 5 psf JACKS AND KINGS PORCH CEILING BOARD SHEATHING:'; WIN%u OSB OR PLYWOOD INSTALLED PERPENDICULAR TO SUPPORTS 0 , Iff Sd COMMON: 6"O.C.AT PANEL EDGES,6"O.C.IN THE FIELD.BOTTOM CHORD LIVE LOAD 0 psfATC UPLIFT ANCHOR NOTES: l U MAXIMUM FLOOR TRUSS SPACING 18"ao. ALL THREAD ROD (ATC) UPLIFT ANCHOR 1. FASTENERS USED TO INSTALL THE ABOVE SPECIFIED CONNECTORS MUST BE Q "OSB OR PL O EMBEDDED INTO SOLID WOOD. FASTENERS INSTALLED BETWEEN STUDS ARE. . INTERIOR SHEARWALL SHEATHING� l® PLYWOOD W/8d COMMON: 3"O.C.AT PANEL N NOT ACCEPTABLE MPES,12"O.C.IN THE FIELD. . ■I THIS STRUCTURE 18 LOCATED IN THE WIND BORNE DEBRIS FIXED ATC LOCATION(SEE PLAN): (SEE"ATC TYPICAL PLACEMENT DETAILS,"ON THE DETAIL SHEETS FOR ADDITIONAL 2. ALTERNATIVES ARE NOT APPLICABLE FOR SW'S WHICH TERMINATE AT A ;- �. REGION AND HAS BEEN DESIGNED AS AN ENCLOSED ATC LOCATIONS AND SPACING. SEE"ATC ALTERNATIVES,"ON ST-1(S1)FOR INSTALLATION OPTIONS WHERE ATC IS NOT HEADER. NOTES: L1J STRUCTURE AS SUCH,THE BUILDER MUST SUPPLY FEASIBLE.) OPENING PROTECTION IN ACCORDANCE MATH FBC 2007 3. WHEN UTILIZING THE MSTA24 TOP PLT TO STUD CONNECTION AS SHOWN 1- FOR SHEATHING THICKNESS GREATER THAN "Ye,USE 10d RING SHANK NAILS IN LIEU OF 8d RING BELOW,ALL ALL TRUSS TO TOP PLATE CONNECTIONS MUST BE INSTALLED ON THE SHANK NAILS. (0.148"x 3".14(N1G). � SECTION 1609.12 AND/OR FRC 2007 SECTION 3012-12 AND ONE ALL THREAD CONNECTION(ATC)IS COMPOSED OF Y$"36ksi ALL-TREAD THAT RUNS THE FULL VERTICAL HEIGHT SAME FACE OF THE TOP PLATE 2. ROOF DECK SHEATHING AY�1` T 4-FEET OF GABLE LOCAL .KlPoSDICTIC+1 ENDS AND VALLEY OVERFRAMING TO BE Y) AC THE WALL,PENETRATING BOTH THESTOP AND BOTTOM PLATES,AND GROUTED WITH SIMPSON STRONGYLE FASTENED W/8d RING SHL NAILS: 3"O.C.AT PANEL EDGES,8"O.C.IN THE FIELD. ACRYLIC-TIE INTO CONCRETE. THE TYPI:AL EMBEDMENT IS 8"FOR MONOLITHIC CONCRETE AND 7"FOR STEMWVALL 3. COMMON NAILS IN WALLSHEAT HIND MAYBE SUBSTITUTE VW 8d GALVANIZED BOX NAILS. AND OTHER FILLED MASONRY APPLICATIONS. THE ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE CONCRETE AND 4. FOR BRITTLE VENEER,IF PAN,kT IS INSTALLED HORIZONTALLY WITH LONG DIMENSION Q THE HOLE IN THE WOOD PLATE USE A%a`BIT FOR DRILLING CONCRETE AND PLATE HOLES.THE TOP END OF THE PERPENDICULAR TO SUPPOR ,S,THICKNESS MAY BE REDUCED TO tie WJ24l16 SPAN RATING NAILED U ATC MUST BE RESTRAINED BY A 3"SQ.x E THICK WASHER AND NUT. THE ALL-THREAD MAY BE SPLICED WITH A TRUSS TO TOP PLT TO STUDS W./8d COMMON OR'GALVANIZED BOX: e"O.C.AT PANEL EDGES,12"O.C.IN THE'FIEL.D. Y COUPLER THREADED ONTO THE ALL-THREAD A MINIMUM DISTANCE VAT EACH END OF THE COUPLER.THE CONNECTION MUST BE BLOCKING MUST BE PROVIDED AT UNSUPPORTED PANEL EDGES. AL_ Q COUPLER SHALL BE RATED FOR ALLOWABLE TENSION OF 3,200 POUNDS UNDER WIND LOADING. THE ALL-THREAD TO INTERIOR FACE OF SHALL BE INSTALLED PLUM WITH THE MAXIMUM DEVIATION FROM VERTICAL OF Vil HORIZONTAL PER FOOT,VERTICAL EXTERIOR FACE WALL a OF WALL Z • ATC LOCATIONS IN EXTERIOR WALLS AND SHEARWALLS ONLY WILL REQUIRE AN ADDITIONAL I. 34"ROUND WASHER MSTA TO TOP PLT WW(5) 0 TABLE 1 COMPONENT AND CLADDING 10d COMMON CONCRETE AND NUT BOTTOM PLATE FOR ATC'S LOCATED NEXT TO OPENINGS AND AT WALL ENDS WHICH TERMINATE AT O CRETE AND FOUN '.`y TIQN NOTES Ew7 � DESIGN PRESSURES • CORNERS. z"n. • • THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY30 tt-Ibb OF TORQUE. CHANGES IN 1: CONCRETE COMPRESSIVE STRENGT. '';OR FOOTINGS=2,W0 PSI AT 28 DAYS(UNO). a z 2 p EHbow+ tP+A MOISTURE CONTENT AND THE RELATED SHRINKAGE OF THE BUILDING MATERIALS WILL EFFECTIVELY ELIMINATE THE MSTA TO STUD VWM 10d 2. CONCRETE COMPRESSIVE STRENG OR SLAB=2500 PSI AT 28 DAYS LINO. I` PRE-LOADING CAUSED BY THE INITIAL TIGHTENING OF THE NUT. AFTER ALL ROUGH-INS OF THE MECHANICAL AND COMMON 3. ALL REINFORCING STEEL#3 AND BI R SHALL BE ASTM A815 GRADE 40 DEFORMED BARS(LINO). Q is W p 13 r Z �. MSTA INSTALLATION 4. ALL REINFORCING STEEL SHALL HAV 80 DEGREE BEND.AT CORNERS WITH A 24 LAP. ELECTRICAL TRADES ARE COMPLETE,AND PRIOR TO INSTALLATION OF INSULATION,RE-TIGHTEN THE UPPER HEX 5. FIBERMESN IS AN ACCEPTABLE ALT NATIVE �` °a z = O u l- 0 a 1 o o-ao.y. +36 -38 +36 -49 NUTS TO 30 R-Ibs OF TORQUE. AND SHALL NOT WWF. to m D - I- z m a - BOTTOM PLATE ANCHOR 6- MASONRY STEMWALL AND MONOLI FOOTING ARE INTERCHANGEABLE. f- -' >.a a z w .J - n -jz z D ME 7. EARTH AND EARTH Q W > a aaai w < w n 3 f t ��-50 t + + -45 S H EARWALLS WJ NUT AND 3"SQUARE FILL SUPPORTINGSLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,0,W psf IN O Iti w w N m _ a WASHER ADJACENT TO ACCORDANCE-WITH FRC ABLE 8401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE ' Z O w r w w I D } w w a r FILL IN 12"LIFTS TO AT t.EAA" OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTORS co) a L . z ' w � m z Z D 51-100 w•t +33 -3B +33 -41 THE EXTERIOR WALLS ARE FULLY SHEATH WITH OSB OR PLYWOOD;ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS CORNER STUDS RESPONSIBILITY TO CONFIRM T AND ARE PART OF THE BUILDING'S MAIC:MA FORCE RESISTING SYSTEM. HSE, MPTIONS. TORS In a a t3 Q > m _ W w m w w ADDITIONAL FRAMING AND HOL -DOWN; „ REMENTS ARE NOT REQUIRED UNLESS WE IDENTIFY WALL SEGMENT AS STOP PLATE AT S• CONCRETE FLOOR SLABS ON GRA HALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS W Q = s►g r F= w Z z tot-�o0,q.t +31 ,33 +31 3g DOOR LAPPED 6"AND SEALED OVER,.CL 4N,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PR Z 1- D Q-D w D F a w 0 SW,SWH,OR SW EI ON THE P ACING ELEVATION DETAIL FOR ADDITIONAL CLARITY. PREVENT] N Q z I- w z 4 G f a VINX).,30FFIT MAX PRESSURE +36 AS OF T TI $; aw L1: It O E ` S. STEMWAU.S OVER 4 COURSES TA(1, QUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF m is Q n z W W z a p Q f w WINDOWS AND DOORS (no two 1) SW INSTALL A DBL STUD GROUP AT THE ENLW OF THE SHEARWAL L KINGJJACK GROUP WILL SUFFICE FOR DBL STUD GROUP. RECORD L OV CONDITION EXISTS _ FASTEN WALL SHEATHING TO FRANI�IH 8d COMMONS AT d�}CENTER ON EDGE AND 12"ON CENTER IN THE FIELD. PACK ALL STUDS SOLID ? Z a W F 2 D _ 1,� I- D z 10. TO CONTROL CRAGKING,CUT 1" `1 LITS IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT W a w z - Q z n a rc X Z .. E 1 ATEACH . D OF SHEARWALL FASTEN DBL STUD TO TOP PLATE WITH(2)MSTA24. EOR FOR ALTERNATIVE METHODS ' TH NO ROOF TRUSSES BEARING ON THE MLL ONLY REQUIRE HTT5 AND THE DBL STUD TO AT CORNER WJ(2)ROWS Z z m Q w a r z z u F z m F w 106 COMMON Li"O.C. 11. DO NOT SCALE FOOTING DIMENSI(�I AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION - o =>- z Q D - _ a u D 8 Q w o TOP PLATE CONNECTION MAY BE OMITTED. HARDIPANEL IS ACCEPTABLE WALL SHEATHING ONLY IF NOTED ON THE FROM ARCHITECTURAL PLANS OR F1IiAING.PLAN. IF FOOTING SIZE OR LOCATION IS = _ 1 FRAMING PLAN. MAXIMUM BOTTOM PLATBANCHORAGE IS 24"O.C. ACCEPTABLE BOTTOM PLATEANCHORS INCLUDE Yz" ON NOT DETERMINATE FROM USE OF �' a z > w w a m _ z BOTTOM PLATE HOLD-DOWN AT PACKED OUT CORNERS FOUNDATION PLAN ALONE,CONTACT THE ENGINEER OF RECORD. Z W w o Q w z - r Q F z ; i � Q OTC's AND Yz"x 6"EMBED DRILL AND EPDXY BOLT W/WASHER. 12. SIMPSONPSTRONGTIE ACRYLIC TIE2EPORT ER-5781)SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO Lu w z DED w B N w Q r CONCRETE. ANCHOR BOLT THRLAL DOR x Q z >- z = n z r F o w Q 4 SWM SEE"SWH"DETAIL LOCATED ON THE DETAIL SHEET. DOWELLED REINFORCING STEEL MUST BE EMBEDDED TO THE SPECIFIED DEPTH,IN A Q I- = z I_=H D z w O a t F E HOLE DRILLED Ys"GREATER THAN T'I DIAMETER OF THE ANCHOR. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR 0 . D W Q u r 0 x w 2 PROPER INSTALLATION. n H z 3 N a n a o ai F _z n o SWB SEE"SWS-SPECIAL SHEARWALL DETAIL,"LOCATED ON THE DETAIL SHEET, O J Perforated • PERFORATED SHEARWAL S ARE SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS u- SHEET NO.: Z I ShearwallS WITHIN THE SH'EARNNL ;1 ''THESE tiwwE BEEN DESIGNED AS PERFORATED SHEARtn►ALLs IN ACCORDANCE FOUNDATION KE YNOTE , o ST-�I WITH FL'„'..�5._.: • DBL STUD GROUP AND ROLDDOWN ANCHORS ARE REQUIRED ONLYAT THE EXTREME ENDS OF THE y StnlCtl!raI 8"x8"DEEP THICKENED EDGE SHEARVVALL ALL ELSE�TO BE INSTALLED PER"SW SPECIFICATIONS. � W/(1)#4 CONT '� � d Sl1I�Y1I'Y18r�/ i O JOB NO.: 2nd Floor 2ND LEVEL STUDS AT EXTE911E END OF SHEARWALL TO 2ND LEVEL TOP PLATE W/(2)SIMPSON 12"DEEP FTG W/#4�12• (� Sheatwalls MSTA24. MIN(5)10d C0011ON N TOP PLATE AS AT�829� EW UNDER BOX COLUMN a0 SUBDIwSION: • 2ND LEVEL STUDS AT EXTREME END OF SHEARWALL TO SLAB WITH HTTS vd a ROD. TABLE 4: SIMPSON METAL CONNECTOR SCHEDULE 16"SQxl2"DEEP FTG 0 END ZONE • IF EXTREME END OF 2N `MLR SHEARWALL IS OVER EXTREME END OF 1ST FLR"SHEARWAL.L,FASTEN (3) EW -J DESIGNATION 2ND FLOOR END STUDS 1ST=END STUDS W/(2)MSTA38 OR(2)Cs16 WITH(s)1od IN EACH U. Jasmine Street 8 = 4 FT EIS H2.5 (5)8d COMMON IN RAFTER NAILS (5)Sd COMMON IN TOP PLATE MTS12 (7)10d x 1.5"COMMONS EACH END " Q • INSTALL COMMON NAILS UNLE860 RVN6ESPECIFlED H2.5T 24 S{ax20"DEEP FTG VW LOT NO.: AD (3 EW C-) 2 (5)8d x 1i IN RAFTER, • COMMON WIRE NAILS AND THREADlS'i HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES (5)8d x 1-2 IN TOP PLATE SPH4/SPHB (12)106 x 1.5"NAILS IN STUD 3p"S(ax20"'DEEP FTG VII �. Q (4)0q EW �, FLOOR FLAW: 0 SPECIFIED IN ASTM F1687. NOMINAfIAIAETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF (5)106x1-Yz"COMMON IN RAFTER (4)106 COMMON IN STUD 0 PROTECTIVE COATING. HS (5)106x1-Ys"COMMON IN PLATE SSP J • WHEN A BORED HOLE IS REQUIRED-�PREVENT SPLITTING OF A WOOD DUE TO FASTENER (1)106 COMMON IN PLATE PENETRATION,THE BORED HOLE SF, OF NOT EXCEED 759ro OF THE NAIL OR SPIKE DIAMETER 36"SQx20"DEEP FTG VW DESIGNED: '11 HTT4 (18)0.162"x 2.5"IN STUDBEAMITRUSS, F _ z • THE NOMINALE2BELDIAMETER AND L9iG OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT AREAS A35 (12)Sd x 1-Yz"COMMON NGLs (4�EW _ M LB/MGK LISTED IN TABLE 2 BELOW (NOTE 1) g/s"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) U TABLE 2: NAIL SIZE .EGEN D HTTS (26)0.182"x 2.5"IN STUDBEAM/TRUSS, Q 48"SQx24•DEEP FTG W/ Lu (-- REVIEWED (1(6) 16 SINKERS IN HEADER G (5P4 EW,T&B W MGK (NOTE 1) a�"0 x g«EMBED ANCHOR IN CONCRETE (NOTE 1) HUS26 (8) 186 SINKERS IN JOIST DfAMEM team Sd COiIIMAON 0.131r-. HDQ&SDS3 (20)SDS Y4 x 3 SCREWS IN STUD GROUP (18)16d COMMON IN HEADER Q REVISIONS DATE 10d 0 x 12"EMBED ANCHOR IN CONCRETE HU410 (10) 10d COMMON IN BEAM u 8d RINCaSF1AI�C 0.113' a 106 x I-V 0.145' • (14)16d SINKER IN WALL FRAMING v- -� LGT2 10d COMMON 0.145' 7 (16)16d SINKER IN TRUSS HUC410 (18)166 COMMON IN HEADER (10) 106 COMMON IN BEAM m 126 COMMON 0.148' 3.y■ 18d SINKER 0.148' S.y• MGT (22)10d COMMON IN GIRDER STHD14 - (38)18d SINKERS INTO STUDS W 16d COMMON 0.1A2 (WET EMBED) Z TABLE 3: FASTENEF IN PRESSOR T MSTA12 (10)1O COMMON DTT2Z (8) "x 1-21"SDS SCREWS IN MEMBER AND i x6•EMBED E TREATED LUMBER EXPDXYATR ORTTTT_NHD LU PRESERVATIVE MSTA24 (18)10d COMMON Z SILL PLATE w/SODIUM " STANDAFCARBON STEEL to BORATE MSTA36 (26)10d COMMON ©' ACZA NOIT REC� STAINLESS CONNECTORS AND FASTENERS REQUIRED. I= (12)10d x 1.5"COMMONS IN RAFTER .' 1- t HTS20 U ALL OTHER PT aONNE�� �K Alf NAVE Z�MA)(,0130 ORTRIPLE ZINC cOATBD FINISH. (12)104 x 1.5"COMMONS IN STUD - �6i3 tL INCLUDING:ACQ. MOO ALL F Yligt BE HOT DIPPED GALVANIZED. _ NOTE 1: ANCHOR EMBED IN CMU TO BE 12-INCHES y ST FI GtL`'rtt]TL Y } EN CTI�N TTI.. 1.SILL PLATES BEARING ON CONICREA ON6t VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH � OR WEATHER AND SODILA�180RAT1�A71@f1S HAVE BEEN PROVEN TO 8E NON-CORROSIVE TO O ' � U``•���,E�;�, I����® r CARBON STEEL FASTENER& ZZ r � o a = .c W E% o V uj a MIC ELP KI, P.E. Q E. No. &UE1;39 m GENERAL PLAN NOTES: 1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS,SEE SHEET ST-1. ADDITIONAL STUD ONLY PORCH BEAM TO POST: (2)MSTA24 W/(20)10d 2. 1F HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD IF INSIDE FACE 18 SHEETED POST TO SLAB: 3. SIMPSON ACRYLIC-TIE ADHESIVE SHALL BE USED IN ALL DRILLED &2XG INTERSECTING WALL ASU44 VW(12)16d OR AND EPDXIED CONNECTIONS TO CONCRETE. ANCHOR BOLT, 2x8 HTT4 W/(14)10d. THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH,IN A HOLE %"GREATER SHEATH INSIDE FACE ONLY 2X4 HTTS 4x4 N0.2 SYP THAN THE DIAMETER OF THE ANCHOR. MANUFACTURER'S IF NOTED ON FRAMING PLAN. PT POST,TYP NOTE 8 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. ACCEPTABLE TO STOP T FASTEN STUD TO CORNER STUD 4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER BEAMS/GIRDERS w/ SHLATHING4 AT GOAL P09T � G GROUP W/2-ROWS 10d 0 S"O.C. (2)2X10 (2)ROWS 10d COMMON Q 8"O.C.STAGGERED. UPPER LEVEL STAGGERED. STOP NAILS AT BOTTOM (2)2X6-V2 j (2)2)0-12 MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR - -- - 2,C OF STUD FOR CONNECTOR SYSTEMS TO FOUNDATION. +� INSTALLATION IT O (X GARAGE RETURNS TO 5. ALL LUMBER SPECIFIED.ON DRAWINGS IS INTENDED FOR DRY USE If BE FRAMED AS2NIL ONLY,UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS SEE"TYPICAL PORCH ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE • Ne OSB wad mm 3" SHEATHING DETAIL" DESIGNED AND DETAILED BY OTHER. FASTEN JACK t KING STUDS VrW M) HTT5 EDGE,IZ"FIEL6 (2)2x10 STAGGARED. 0. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO ROWS 10d COMMON Q S"O.C. (#( JACK b KING STUDS PER PLAN) PLAN VIEW ,� CODEFRAMITABLE 230BER REQUIREMENTS LISTED IN FLORIDA BUILDING 7. FASTEN LEDGER TO FRAMINGITRUSS VERTICALSAT EVERY p SUPPORT AS FOLLOWS(MAX 24"O.C.SPACING): N .DBL STUDS BELOW GI R TRUSS � •TRUSS TO STUDS W(2 11 WTS12 .: AT HEADER AT CORNER NOTES r ATC WITHIN 3 ROOF FRAMING LEDGER: 12d COMMON GARAGE OPENING HEADER JACK AND 2x8W.....................(O)12d COMMON (D KING STUDS,SEE PLAN FOR EXACT ADDITIONAL WALL NUMBER.EACH JACK TO HEADER W/ STUDS Q MAX 16"O.C. (2)2X6-1/2 2x10..................(8)122 COMMON CD SIMPSON MSTA24,PER PLAN. 16"O.C. AS REQUIRED 2x12..................(10)12d COMMON N FASTEN SHEATHING TO GARAGE ( (3)STUDS MINIMUM FLOOR FRAMING LEDGER(W/NAILS): 04 M RETURN STUDS,TOP PLATE,AND AT CORNER (2)2X6-1/� SW (2)24-1/2 PT 2x6................(3)16d COMMON . M BOTTOM PLATE AS SHOWN W/10d •. PT 2xS................(5)18d COMMON J COMMON Q 3"O.C. I I INSTALL(1)SIMPSON HITS AT NOTE 13 •STUD BELOW DRAG TRUSS PT 2X10..............m 16d COMMON LL . I CORNER END OF RETURN. r TRUSS TO STUDS w/(2)MTS12 Y2"DIA.ALL-THREAD VV/2"ROUND SEE ALTERNATIVE HOLDOWN ATC WITHIN 3" PT 2x12..............(9)16d COMMON L EMBED STUD BELOW DRAG TRUSS ( WASHER DRILLED AND EPDXIED INTO OPTIONS IN NOTE BELOW. _I OW/7" I I • 2) 1/1 • .TRUSS TO STUDS w/(2}MTS12 SW AND HEADER ARE NOT FLOOR FRAMING LEDGER(W/S CONCRETE - ' PT 2x6................(3)Y�"x 4-VLONG#14 WOOD SCREWS (1)SIMPSON HTTS AT •ATC WITHIN 3" REQUIRED WHEN REAR WALL IS PT 2x8................(5)Ya"X 4Ys"LONG#14 WOOD SCREWS Q HEADER END OF RETURN,AS I I SHEATHED WITH OSB OR PLYWOOD PT 2x10..............(7)Y47 X 4Y2" LONG#14 WOOD SCREWS Y SHOWN. SEE ALTERNATIVE PT 2x12..............(9)Y4 X 4Y2 LONG#14 WOOD SCREWS HOLDOWN OPTIONS IN NOTE BELOW. Q LEDGER FRAMING NOTES: 46 1. ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED C. LOCATIONS ON PLAN . BOTTOM PLATE 2. SEE TABLE 3 ON SHEET ST 1/S1 FOR FASTENER PROTECTION F ZI AGAINST CORROSION H Z W Z_ W O 3. IN ACCORDANCE wi FRC 502.2.1,EXTERIOR DECK LEDGERS C SHALL BE SECU MONOLITHIC FOOTING RE TO WALL FRAMING WITH WOOD SCREWS V_ OR STEMWAIL LU v- M AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING W W LEDGERS ARE FOR INTERIOR USE ONLY. 00 O 8. PORCH FRAMING NOTES U Y _ A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. ELEVATION VIEW NOTCH TOP OF PORCH BEAM W FOR BEAM PKT CONNECTION (2)2X6-1/1 AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT a (2)2X6-1/2 ELEVATION. 3 Y2 MINIMUM BEARING REQUIRED IN WALL 0 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. O GARAGE RETURN DETAIL PORCH BEAM TO TOP PLT w/(2)MT812 OR(2)MSTA24. G C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. MW-1/2 ] PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR -- NOTES:ALTERNATIVES FOR THIS APPLICATION$DETAIL ONLY PORCH BEAM. BEAM TO STUDS w/(2)MTS12 OR(2)MSTA24. IV O Z 113 (1)STHD14■(1)HTT5(MONOLITHIC) STUDS TO TOP PLATE w/(2)WTS12 OR(2)MSTA24. r` a v a t .0 it (2) PA51 ■(1)HTT5(STEMWALL) Q3 m aWIL9Z ANCHOR BOLT MAY BE SUBSTITUTED WITH ~ 0 n I D Y W O i (2)Yq X Z-�q"TAPCONS 9. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY � a D o ? t- z O m O w � In x TRUSS MANF. I` Q > aO ZWm =!i jzzQ. LNI W W 33 10. FOR PERMANENT BRACING REQUIREMENTS OF PRE-ENGINEERED Z 0 d W D W W j O L m- OIX ROOF TRUSSES,SEE DETAIL O D ® i ' z f W m Z I- D 03 Z(2)2X6-1/2 11. INTERMEDIATE JACK STUDS REQUIRED BETWEEN U 4 W a 0 W 1 z = W o 1 w w OPENINGS. ONLY(2)STUDS REQUIRED TO BE Z Q I I- a 9 w w f I- w Z W < W STRAPPED TO HEADER WNSTA24 AND TO Q Z Z W 4 Z 4 L O f O D BOTTOM PLATE W/SPH6.Y2"x 6"EMBED ANCHOR O w W w I x 00 O O a W BOLTS WITH 3"SQUARE WASHERS TO BE PLACED m o Q v W z W H z f D 4 1 iia Z 4F2) WITHIN 4"OF EACH JACK GROUP. zoW I.. aHWmwo U.1 wwz WQWUtQ1x . ILZ 12. ATC MAY NOT BE APPLICABLE DUE TO STUBS PACKED Z .Z Ir<d 4 r a Z D �z m F W z SOLID. SEE ATC ALTERNATIVES, SHEET ST-1. o O a Z } D W a O o z Z I o " " I Y Z Q UQB W Z WW -141D - IdIt< 6Z3:i 13. SEE"INTERIOR SHEARWALL DETAIL.,"SHEET ST-5. W W ? D f Q'W Dp F w j Ir x I'_ 9 Q I F I z Z I C Z W O D W F 4 � ZDWElror WOZ 4 �- 0 � r,� Z3roaoaothll- Z °ng SW • Z SHEET NO.: (2)2X6- NOTE 13 [ (2)2x6-112 ( )2x6-1/2 O ST-3 I NoT ,2 Structural NOTE s a Plans5V (2)2x6-1/2__j o JOB NO.: (2)2X8 w/OPT DOOR � �� i Q AT08290 SUBDIVISION: (2)2x10 - - - - J O U_ Jasmine Street a LOT NO.: z 2 SEE"TYPICAL PORCH SHEATHING DETAIL" 0 FLOOR PLAN: 0 Z DESIGNED: 1 Ihe"HARDI-BOARD SHEET SIDING FASTENED DIRECTLY TO = MLS/MGK EXTERIOR WALL FRAMING w/6d COMMON NAILS SPACED 8"0 C3 ON EDGE AND 6'O.C.IN FIELD IS AN ACCEPTABLE SUBSTITUItJ H REVIEWED: FOR OSB ON ALL SIDE AND REAR WALLS,INCLUSIVE OF MGK (2)2X12 .GIRDER TRUSS TO TOP SHEARWALLS,UNO. PLATE w/(2)H8HARDI-PLANK HORIZONTAL LAP SIDING MUST BE INSTALLED Q REVISIONS D •ATC ATE OVER OSB OR PLYWOOD PER PLAN. m Q MINIMUM EX RIOR WALL STUD SIZES* w 'UNLESS TED OTHERWISE ON PLAN 4x4 Not SYP (2)2X10-2/3 w PT POST,TYP (2)2X8 120 MPH WIND EXPOSURE C ENCLOSED DESIGN BRITkE 120 MPH WIND EXPOSURE C ENCLOSED DESIGN FLEXIBLE RCH BEAM TO POST: GARAGE DOOR DESIGN FINISH-L1240 FINISH4J120 z W/(20)10d KAsN(2)AISTA24 WIND LOAD(PSF): MINIMUM STUD SIZES MAXIMUM C. MINIMUM STUD SIZEMAXIMUM O.C.OC S . . : NOTE WALL HT(FT) WALL HT(FT) CO.Pow TO ABlM4W/ (12)16d OR G1 +28.6 -29.25 G1 &GRADE SPACING &GRADE SPACING N HT1-4 W!(14)10d. ST-3 ST-3 8 2x4 NO2 SPF 18" 8 2x4 SPF 16" 9 2x4 NO2 SPF 12" 9 2x4 NO.2 SPF 18" 1 , U 10 (2)2x4 NO.2 SPF 18" 10 2x4 NO.2 SPF 12" LL 11 X111 lflr' 11 (2)W NA,2 SPF q®^ Q 12 2x8 NO2 SPF 16" 12 2x5 NO.2 SPF 16" 2x5 NO.2 SPF OR BETTER Q 1S"O.C. MAY BE USED IN LIEU'IF 2x4 NO.2 SPF Q 12"O.C.AND DBL 2X4 NO.2 SPF Q 18"O.C. 0crp ` 24 SPF OR BETTER Q 16"O.C, MAY BE USED IN LIEU OF 2x6 NO.2 SPF Q 16"O.C. Z O p op n 1 st LEVEL STRUCTURAL HEARWALL PLAN 1 /4 1 6 Q MIC A 1'i.u1k.11/SKI, P.E. P.E. No. 60839 06-02-2010 CONTINUOUS LATERAL RESTRAINT. QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. (1)DIAGONAL BRACE PER(4)TRUSSES (1)DIAGONAL BRACE PER(4)TRUSSES APPLIED TO BACK SIDE OF WEBS APPLIED TO BACK SIDE OF WEBS QD • � O if A] 11 1 1'\� I I I g IF LATERAL RESTRAINT MUST BE MADE OF N MORE THAN ONE PIECE,DO SO WITH ate APPLIED TO FRONT SIDE OVERLAPPING BRACES LIKE THIS(TYP OF WEBS EVERYWHERE) Of i N N m " J TRUSS BOTTOM CHORD 7.25 MAX TRUSSES NEEDING BRACING Ii LL! 2x NO.2 SYP NAILER FASTENED TO(1) 2x NO.2 NAILER FASTENED TO J • ADJACENT I-RUSS WITH(1)ROW OF DOUBLE TOP PLATE WITH 12d LATERAL BRACING - MULTIPLE TRUSSES �L 12d COMMON Q 3"O.C. COMMON 0 3"O.C. O Y rRUSS BOTTOM CHORD O FASTEN TOP PLATE TO EACH , OTHER WITH(2)ROWS OF (4)10d COMMON LU BETWEEN EACH STUD I— SHEET ROCK(TYP) Cf) 7/e"OSB ATTACHED TO STUDS WITH MINIMUM 8d COMMON Q TO.G.ON tE EDGE, 12"O.C.MELD OPTION 'I 0 C3 CAT Y TRUE %W(3)1 ADJACENT LEGEND AND NOTES: < 2x4 N0.2 SYP CATS 0 12"O.C. TRUSS w�(3}10d COMMON Q FASTENED TO DOUBLE TOP TOE-NAILS 0- PLATE PLATE W/(4)12d COMMON Z 1. T-BRACE TO BE SAME SIZE,SPECIES,AND GRADE AS WEB TO BE 0 T-BRACE FASTENED TO WEB VIA► BRACED, 12d AT 8"O.C. T BRACE TO BE 2. ALL RESTRAINT LUMBER SHOWN SHALL BE 1x4 NO.3 SYP OR BETTER SAME SIZE,SPECIES,AND GRADE OR 2x4 NO.3 SPF OR BETTER(UNO). l0 AS WEB TO BE BRACED. 'TRUSS BOTTOM CHORD - 3. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE - LO TRUSS BOTTOM CHORD INDICATED ABOVE,IMMEDIATELY CONTACT THE ENGINEER OF RECORD go � z 10 FOR APPROPRIATE BRACING DETAILS. 13 Q a n o W Q Z 4. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED ti IL p W It F- W p FASTE14 TOP PLATES TO EACH TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE j m o e z I- z D m n w a w rc 01-HER WITH(2)ROWS OF INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. I`- J } n D z W o 2 o O Z Z (4)10d COMMON BETWEEN EACH STUD ' 5. ALL FASTENERS SHOWN ARE 0.131"DIA x 3"LONG UNO 4 W W - ° ° 4 z 4 3 W ( ) Z 0LWD WW -�p � � � p � SHE T ROCK(TYP) �MAx p D n ` . Z 1d j O IL - O WITH MINIMUM TheOSB CCOMMON @ 7 O.0 W Q W� 4 � W� _ = W O Z w w ON EDGE, 12"O.C.IN FIELD Z 4 =�"941 L i-I_ w Z W -4� k OPTION 2 SINGLE TRUSS BRACING _ _ 14� 1 o aZ ,� apjpo Owztzw � O6 .jp4jx 18"MAX. _ "- m i <lxu8zwwzM04oz :x4 NO.2 SYP NAILER TO OSB FA ENED T4 DOUBLE TOP W rLu Wi Z r g 4 F n n�19 a a BOITOM CHORD OF TRUSS PLATE w/Sd COMMON Q T O.C. Z z = y z Q.w z z-' 6 O o P W z D Z WW040z- I- 3: -1 wV10dCOMMON Q3'O.C. W apozy �aWa3jZZI - WQ = HIZ � 1 � OZIK Wf4 � Zp41- uwaIOWOZ � TRUSS BOTTOM CHORD "4e OSB ATTACHED TO .- 0 F Z 3 n Q o Pl x z n v SIMS WITH MINIMUM 8d COMMON a 0 -9"O.C.ON EDGE,12"O.C.IN FIELD. JW SPIFFY NO.: FASTEN SHEATHING TO NAILER L w/8d COMMON Q 3"O.C. Z ST-5 0 FASTEN TOP PLATES TO EACH 0 Sections and QTHER MATH(2)ROWS OF(4)10d F d Details COMMON BETWEEN EACH STUD Jos No.: FASTEN ROOF DECK TO FRAMING OPTION 3 C 3"O.C.ON EDGE,S'O.C. _} O U AT08290 IN FIELD WITH 8d RINGSiANKS 2x4 SYP OUTRIGGER Q 24"O.C. INTERIOR SHEARWALL DETAIL{ SUBDIVISION: CUP TO GABLE TOP CHORD NOTE: 0 BLOCK PANEL EDGES WITH(2)H2.5A W/(10)Sd THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE SHEARWALL 0 WITHIN 4'OF GABLE TRUSS COMMON EACH RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED ALTERNATIVE TO FRAMING ABOVE THE LL Jasmine Street PLATE LINE TO THE ROOF DECK Q - ROOF DECK,SEE WALL SECTION BLOCK BETWEEN LOT NO.: Z 2 OUTRIGGERS. FASTEN TO GABLE TOP CHORD W/10d TOE-NAILS a d"O.C. >_ FLOOR PLAN: GABLE END TRUSS 0 • J 0 GABLE TOP CHORD KING AND JACK STUDS Z DESIGNED: PER ENGINEERING v MLB/MGK 2x4 N0.2 SYP X BRACING AT WALLSHEATHING W MID SPAN AND 48"O.C.MAX LrBRACE ON GABLE VERTS AS RUN BACK 8'FROM GABLE. SP6CIFl®BY REVIEWED: I— 000 TRU96 MANUFACTURERATTACp? GARAGE DOOR BUCKIJAMB NAILED TO ' MGK R TRUSS V8HTIC,AL S VIM(3)12dTO GANJ DVERTICAL NOT PRESENT. COMSTUDS W/(2)18d Q Old ° a.:,=••... <._ COMMON OR 12d CC NAILS 0 18"O.G. REVISIONS DATEv 0000 SGB FULL HEIGHT VERTICAL a FROM BOTTOM CHORD TO TOP WEATHER STRIPPING/STOP CHH=W(4)10d EACH END. I m (T GARAGE DOOR ATC(PER PLAN)TO EXTEND -------1------� W GABLE TRUSS OVER 2x4 BLK AND GABLE TRUSS BOTTOM CHORD. --------------� CLIP END OF LATERAL BRACE TO GABLE FASTENED WITH NUT AND 0 BOT.WORD WITH(2)H25 W(8)8d ((2)MAA IS ACCEPTABLE ALTERNATIVE) WASHER PER SPECIFICATION 2x9 SYP GOAL POST ATTACHED W TO STUDS W/(2)ROWS OF 3-V NOTE: 12"LONG 2x4 BLOCK W(4)10d GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR Z GABLE BOTTOM CHORD. COMMON TOENAILS IN TOP PLT GOAL POST ATTACHMENT,THE GARAGE CO) FASTEN TO TOP PLATE OR PROPERLY INSTALLED ATC 8 DOOR SUPPLIER MAY SPECIFY A FASTENING mMOd TOE NAILS AT S"O.C. WASHER.' GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK 0 ATC PER PLAN PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, F' , TRUSSSTRAP GABLE SPECIFICATIONS THROUGH THE GOAL POST. 2x4x&SYP LATERAL TO STUD WALL WIT WITH U BRACE Q 4ir O.C. VMW(0)Wd Q 48"O.D. LL FASTENED TO EACH 4 TRUSS Wi(2}11d COMMON STRUCTURAL ATC INSTALLATION AT GABLE WALL GARAGE DOOR JAMB DETAIL ENI . GABLE END BRACING DETAIL NOTE: 0 THIS DETAIL IS OPTIONAL&INTENDED TO BE USED 0 AS AN ALTERNATE TO A PROPERL INSTALLED NUT& = WASHER AT THE DOUBLE TOP PLAT , W D- MI t; P.E. Q P.E. 6164 9 06-02-2010 0 -� 30 YEAR ARCHITECTURAL GRADE l FIBERGLASS SHINGLES ON PRE--ENG. WOOD TRUSSES - �-- �w w,. . TRUSS BRNG. 8'—O" TRUSS BRNG. 8'-0" _ _ — " _........." _ ................._....................................._......................."..............."........................................._........................... ^� f ........•.-....w.... ...v........v...v......... �..........................s ................................v S .....................--- .. _......._._................ » S Y'".r."".^'^'..'"' .......................... "....rv..'."".'... ..'...'.n"..."Z p...."...""......... » » H _.... _,. fw HARDI—BOARD 4x8 . ARDI—BOARD" HORIZ. ... .` ' I IN ON 2x4 WOOD . w ---- — "..... w._... � SHEET SIDING ON 2x4 WOOD s LAP SIDING f STUDS WALLS 0 16" O.C. ---' .. . ". ! _ STUDS WALLS 0 16" O.C. ....... . . I = " .:"•••~"_ ' f L p s OPTIONAL HARDY LAP BRICK KNEEWALL ...................................... "..... ...... .." OSB)7/16 ...,.......... ..... I LAP OPTIONAL HARDY • j OVER 7/16 OSB} ~..,. £f� € � f E-1E._.......... ��� �L FIRST FLOOR 0'-0" -- FIRST FLOOR 0' 0" I.. _. (ASSUMED MIN 9'-0" NGVD)_ - » :. - -_ - -- -_-- - (ASSUMED MIN 9 —0 NGVD) •: ----- ------ ------------- TRUSS BRNG. 8' —0" _.��_ _---- _" —"_." "__ . �__... _.."."._ w w . "_..._� 3, HARDI—BOARD 4x8 . ; I f SHEET SIDING ON 2x4 WOOD '................................ ' STUDS WALLS ® 16" O.C. — ".. ; OPTIONAL HARDY LAP OVER 7/16 OSB) .. •"Y.v,"..n...... ......mow' � i i FIRST FLOOR 0'-0" ' I , (ASSUMED M11 9'-0" NGVD) 1/41f — 1'-0» ............. _................."......... "............... ....... � ". .�.............."... ""....� " �..�. WORM ". TRUSS BRNG. 8 —0 _.. °'� . "y c, ........................................... 5..��W5 f » » i...M«i HARDI—BOARD 4x8 . I SHEET SIDING' ON 2x4 WOOD STUDS WALLS 0 16" O.C;,"*'*..........v............., } , S �„ OPTIONAL HARDY LAP OVER 7/16» OSB) {�/ r ............ �.. � FIRST FLOOR 0'--•0" (ASSUMED MIN 9'-0" NGVD) — 1/41* = 1'-0" A � SHEET 3 OF 9 ROOF: FOWMAN 0OMB FOR 120 MPH RAIM. wm'A'RAIED AM E 106 do UL 780 A51M i0302 S OAM w/4 NARS 1111PO AYINW, AS* ICxM I OR ASM 0 TYPE 1, ON ARRESM CAP R-10DMAINTAIAM 615U1. ARRESTER CAP wEAT —RES5ZT1 ANN.Y•AWAGE CHIMNEY - nASHM UE TOP _ ^ FA STAWARD CkgMNEY N WOOD SIDING PIT.1.a FAM ' T 'a-OWSWRI . TYP. 6/6^GYP OOARO FL) OF SEALANT SIDING R-10 BATiS WSIR. ,•, 20 NAAER CONT. (2)2.4 TOP PLATE CONT. . DRIP EDGE 13AI?BIEB SHEAT HINCSHEATH + NLS X18 611.166 r^DYP eoARD $ 4" LEG a tee. b 4" LEG CHIMNEY ,BRICK THROUGH WALLW z SEALANT BRICK NFFR .EL �ilyt; } (26.CAL..YSil i TREATED I l lM1 R R f 1A1m1- T GAGE GALVIl ANI CHASE COVER SII 1 F ASKING (�6 n ally 1 r ATTACH WITH GALVANIC ROOFING NAILS ` iA= 1e CUSTOM MADE TO FIT OMIMNEYMAW 1" HEW 1 1/2" PAINTED AT JOB SITE Cr4aw 20 60Tr,PUTS GGNT. I STANDARD DRIP EDGE : STANDARD �� WOOD STRUCTURAf�-�� 14AC11CIER RMIY" TERMINAL TERMINAL CAP P— N� X�L Niu°Le"eM00DtN/ CAP CHIMNEY TR AIM I1M R :i P SFR WlNDOW.F! ANG � . '�Q�_ - - Pty-owtNmcEo FLooR mum om($a TRUSS .. ......- .✓' PAMOO T WOOD SIDINr I 2.6 GAUGE GALVINIZED CHASE COVER ATTACH WITH GALVANIZED ROOFING NAILS W= STRI ALPANEL CUSTOM MADE TO FIT CHMNEY SHEATHIN " R 13 BATS 6/6•DYP eoARD 4 NAN.ER DONT' PAINTED AT JOB SITE CHIMNEY CHASE COVER , WEATHER—RESISTIVE SYSTEM FLASHING SECTION 20 MIX!$ �2x4 TOP PLA1E CONT T YPII AL CHIMNEY CAPS EIC s A T A N •E X TE R I O�� - TYPICAL CII NEY Saari 3 4-1 �� _HEAD oYP BOARo _...... __..._ -� saw s'4 gt-o N_00111-01 • --_� od . 3 -0 I y o I NOTE,- -NOTE ---E--� SFAI WINDOW P 'NTNG As LN'rER FLASHING „@,�QRI!_R X TrPE.vAalEs s�EEiFvs)w/ • WEATHER- WOOD STIR CTURAL PAN_F.� ItATH SFLF A©IE•SI",VE ea•X o 6(APA AM a r,uL P1 CONT'a SOLE PULE jZOWN QUER FLASHING EDGES&12•G.G.N+FIELD QMO w/,1•as woon 1�E WN �. (INCLUDE METAL LATH SHEA`�NG WQOD STRUCTURAjPA( „I _ DRYWALL T A U 4a&6NDT Phis a ♦ W� STUCCO FINISH} DR—WAI' I za,o•a I . RARRIES WO LAXFR� QE ArZ SWE 6 V OW ON. WFATH WOOD STRUMUML .PANEL ♦P♦ GRADE 4^CORN t i We F.-.�. �♦ f. THROUGH-WALL FLA%I P ..ME.TAL. A_THE_ k` �, � ---- --- --- S "OR" WEEPHOLES ROOF DECKI( LAP SID Q- - ♦♦ �► „STU GALhIINC STEEL LINTEL HEAD FLASHING (26 ,a. al V.) ♦� U a.,•� ., �SEALANt SEALANT & MnlroutwG rANc IM W 2-p BARS COIL' ' all In 11= 113 PortIMI 1'-D• = VENEER REMO rF1AFNTNQ ES e t - SILLSHEATHING i SQ F1A - SEALANT .S�dEAIlilfllG 'TYP. WALL SECTION: ; I y «e i. SLOPED RR -a3'S..- — XX XX SOALE 3/4 . 1 _ 0. "W.EPH LES MTA aTH -- THRbI . �y=w I�I F,�' A,�,(j�,� •'�• WEATHER BARRIER �aaas wHN+a�s o�x ts� t=+• '' ••. _ (INSTALLED BEFORE WINDOW) o wooD sTRU (Twok Or„ Equiv.} ow WEATHER BARER �TRvG 0 2+PLYWOOD �; RA PANT" sHEAn�Iw ON � �"-• .. ( yvek "or" Equlv.) - aAFl�LE 61SUL 1000 STRUCTURAL P�, ESI WINDOW ��� � FLASHIN APPI iIJARRIER n ttycp CLIP o EA. 7MM MOM VEN ' L WINDOW F AN ,� I.- BRICKAM SAVE DRIP SEALpN,_T APPLIED BEMINQ Use Self-Adhesive Tape} AiR FLANGE Ae.F1 A = W 8- ROOFING 8sI A� RFn ttla• �n P.T. ,>� BATT. MISUL BY LAND. OWF .'FI(RF'R O cauMIG P.T. 2x8 WD. FASCIA R ,��.— �CI O N Ca? WINDOW D O W SELF--FLA SI-I I ISI(; ,/r as W.sPEc 31e' PLYw� so�1T ROOF TO WALL F AySHING _ -- _ WiN OW I_IV TALI. ATI(7N WINDOW INSTAL 1 ATlrinl z-�+Tor'PUTE 'x r (Per P�di �Iar� HEAP . Ablu ' Yenee..,t..- „ •�,v ... 1/2•GYP �. � 9WII1G spa rtc r YPE 'A" CTop View) VAPOR 8oale: .3/47-7---0" 3' _�- snare- 3 4• T'�'-- TYPE E� Tc�r� 1 A,1 'P B,r g 2x4 OW n=O TM OR M NOTE: OKY)92 (esse�wAu �erocE . - - _ _SAMME-0 IST -_ v_ PLY OPT aSTRUCT. R-11 BATT. MlSUL• (INCLUDE METAL LATH WINDOW TYPE A as ,. W000 EASE e e WALL w/ STUCCO FINISH) 1 •Sel$—FI ash'In CEMENTg} e A'IR�5PIICE. --� -�. �C'OGIiC.GSLAB yy/� OOL7E 4 4L ANCHM S- HLATHNGM FLAS41t11� STEPS; AS REQUIRED BY WINDOW MANUFACTURERer JZ3 '2artlon VALLEY FLASHING WATERPROWOU W P.T. 2x4saE�� SET tl CONT BEAD I CARPET&PADDM,G A�,••, DINail In (26 Go. GalMinized) 1 1. IN WATER SHEDDING FASHION —� �� *Q NI - �-�4.E.12F�G IN , STARTING AT THE BASE OF THE ��M FLOOR -4. TYP I WALL & WORKING TOWARDS THE _ I TOP, INSTALL THE TYVEK "OR" COWACIED _ > FIBERGLASS SHINGLE ROOFING OVER �- FMJWt1ED s I EQUIV. TO THE FACE OF THE SHEATHING. s=awu. 15� FELT OVER 7/16" ose OVER �2 ' SME' T_;"�.!LV.GL� I i - 2. APPLY'SILL FLASHING • PRE--ENG WD TRUSSES ® z4" oc 1 3. APPLY JAMB.FLASHING INSULATION BAFFLES AS REQUIRED HURR CLQ A EA TRUSS --_----- --- f �}. APPLY BEAD OF SEALANT AROUND 2G'Xr cow- M (SEE STRUCT DWGS) 1 i i (2) � �� � sYP THE PERIMETER OF THE. BACK SIDE w�A�; I I (INTERIOR SURFACE) OF WINDOW FLANGE. 5. IMMEDIATELY INSTALL WINDOW USING �M�so�FFAirnONTo s�ER � 1 _ PAN HEAD SCREWS • TO FACILITATE INSPECTION. TYP. WALL SECTION 6. APPLY BEAD OF SEALANT ACROSS ,rn.,_�• atuf oRIP OVER _. -ao eLowN THE FACE OF THE MOUNTING ` ""n• " D 2i6 Ile TY oN TI FLANGE AT HEAD. PRowoE FOR 2" AN FASCIA 1/2' TYPE "c• 0 7. APPLY HEAD FLASHING. �tEK oR F Ity / c�•+aR Bo�Ts CL GYP BRD ® NVBEDDED 6 W CONCRETE OR 8• CL 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING VENTED VINYL SOFFIT INSTALt.ED • PER MANUF SPEC R-11/19 BATT ROOF DECKING NG - „ „ .- AJ MASONRY UNITS SPACED NOT - tISUL TYVEK OR EQUIV. TO. LAY FLAT OVER HEAD MORE I THAN 4' APART, N ALL JFLASHi_NG. APPLY NEW SHEATHING TAPE �iILQOD s't�R,I�I/r`T.t,�,IRAI EXTERIOR BEARING WALLS & -ALL �AAIFS1.1t=d �� USE 2" •' OVER DIAGONAL CUTS AT CORNERS. T/2' GYP BRD W/ WAShM � � 1H�`90LT:5. • LATEX PAINT FINISH •��• .�� oo # ROOF TO WAL-L__ELASHI IC' ALLEY—F� HIN.G DETAIL Sale: 3�,r=,'-D- WINDOW TYPE '►g FEL , '_ SHEAMINQ k 314--V-0- SILL F A�411N P4•a-EHOI�IEERm 2+•x Y CONT. 'SIEPS I BAFFLE �ARD MAIN 1 - � APPRo�o taxttECANE VENEER1. IN WATER SHEDDING FASHION I ae a Ex TRiJRS OVER PMV OVER"O 1" AIRSPACE STARTING AT THE BASE OF THE Alin EMS DRIP OVER APPROMt:D HousMataP �CLEAR gttSpACE WALL & WORKING TOWARDS THE • DEWS MORTAR & LA g i N V FSTM EN Ts , I N,� N 0 TE: TOP, INSTALL THE T1r'1IEK „OR" FLASHIr.Ic, �ErAiL EQUIV. TO THE FACE OF THE SHEATHING. BATT.MISUL '''6" OSS °QRST°°S ® '6" °° Designed in Accordance With The Florida Biding •�G (SEE STRUCT DWQS) 2. APPLY SILL FLASHING ��.� � �� tP.T. 1x2 3. APPLY BEAD OF SEALANT AT BACK OF P.T. 2x8 wD. FASCIA 5x5 FLAStIINE WINDOW FLANGE & SET WINDOW USING 2.2"-2" 3/e`PLYWD- �r INSTALL APPROVED HOUSEWRAP Code, 2004 & Supplemental , 2005 PAN HEAD SCREWS TO FACILITATE SCREENED`TENT t/2'CYP. B0. 4. APPLY BEAD OF SEALANT AT SIDE JAMBS i 2*4 WOOD SIM o I WOOD•FF ASHEATINFILTRATION BARRIER OVER _ BEI C U ATE INSPECTION. 2x2 Q DEGC _. - _.. & EXTEND AS REQUIRED BY WINDOW MANUFACTURER • 7/16' .._u.._ .... ... . __._..... ._.._.. , ..•------ ...._.. .. a+I:Mf-ss/ler TYVEK OR EM 18"oiE' ••WAtiS APOR BARRIER BRICK TIES at 1B" ac. 21c PT PLATE, SET BACK 5. APPLY JAMB FLASHING �„ BATT. M sT � VERT & HbRlz SILLFROM sue EDGE OVER FOAM 6. APPLY BEAD. OF SEALANT AT HEAD. ovER t$�'FELT OVER FOR SEAL (SEE STRUCT DWGS WOOD BASE t%Y PILS 00 "'E""�A"E '� �"�"Ne FOR ANCHORAGE) � 7. APPLY HEAD FLASHING. _ HCII 8. REMOVE PREVIOUSLY APPLIED TAPE. ALLOWING tom• B"L ANrCtOR WEEP HOLES of 32" O.C. < � e • e � 4" CommSLAB W/ as aeovE FLASHING ;, - TYVEK OR EQUIV. TO LAY FLAT OVER HEAD Bis omm W�w,r OR — I�oL FLASHING. APPLY NEW SHEATHING TAPE Gvat P.T. 2x+ a• °: YETHY OVER r H L" CD ENG CAP Tl� WA��MEMBRANE SET MI SOLE PLATE TE i' —voPolt BARRIER °MER � I�A�Fl�,ueA-naN; OVER DIAGONAL CUTS AT CORNERS. OF'SEALANT � — . •_� .�• :W �CLEJIN, COMPACTED aN0 s �. �x s . A a TED SOIL �3 -CARPET do PADDMG I I =1 �N BroF D6GK1 L�AYE' WAP ;� FunSHm Fl.coR FINISH GRADE s— �^ ` � -°PE" o" uP-5'°E of SCALE VARVES (SLOPE AWAY) (I I. I L) !—I l I= 1 -FLA6H►NEi FILL ACTED _ i� FOUNDATION/F0071NG VARIES g - _ Ft�FEV BADE - (SEE S tRIiCT OWGS) ® FI N 01 e E01-111,11) ��� FLAP 1 I - - - -- ---- t� =a n See Attached E : For WALE, 3/4^.. •' EXTERIOR WALL _ VNo � Exact .- ruc urn Spec��'ica �IOY�SI WINDOW OPENING TAIL STUCCO WALL SECTION • SCOW 112='I•-••4" � .i.^ 9CALF: 1JYe,•-0' GENERAL PLAN NOTES: 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2004 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 21'-0'' 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE - - FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL FOUNDATION WORK - - - - - - •- - - MAY BE REQUIRED. r-- - -- -- -- - - --- - - - - --- - - - - SUDING GLASS DOOR FRAMES MUST BE RECESSEDDANCE WITH THE FLORIDA BUILDINNTO THE SLABG IN ACC +� 0 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. C: b I ~ A I all � I I I ' r- - - - - - - - - - - - - - -� I_ I o) i N I-- - - - - - LLT T ch - - - -- LL- - - - - — - --� I SW FOC TING NOT REQUIRED WHEN _J REAR WALL IS HEATHED WITH OSB OR PLYWOOD I i I t v i ¢ O tu i I I � I I I I I I I I O q I I I N I a Fo- z0 Co I I I 1 u, } oW1K IXIL 0 wvVQ z I I R000 - FzanHwdiw < � WW - 0M < X43W4 Z 0DW. WO WW jOL -01K I I m O0W Z � F- W } WZI- O I ( ( Zao ` > W = FOIjm0Zb W 4 W F a (9m I- F W 2 Q z 0 1 O R F C Z W 55 QWZ � DWDZILLOXOD I 18'-1y' 9'-11" O � WW = � o00 jaaw 2 I f 6'-9" f 2 I m OQ 'zO ZW WZ91OQf W I i - w D °Z <PWM-IK No I r LU uwzL E -- 5000 • WZW . Z ZWaWaaZ - aLF7ZNF z W n Z00ZsZMWL3jZZj � _ I I I r- - - - - - - - -- -j w WZJ2 ° - W ;agZQiIt l-v iQz1, iz: 03 i9 Ea - I I I I FOWa �� Qmax . I00� T- — — — — — — - - U.O � UHZ3: L04D I- Kon SHEET-NO.• o ST-2 , I I t o Structural 0- Plans m O JOB NO.: AT08290 I A A(3)TOTAL I I a - -- - - - - - - - - - -�- I I 0 SUBDIVISION: p I I LL Jasmine Street I I I Q LOT NO.: " cv 2 , Z C4 FLOOR PLAN: Z DESIGNED: I I MLB/MGK fI I I— REVIEWED MGK CL I Q REVISIONS DATE I I I I A w UNDER DOOR — - - L - - --L - - - - - -r — j 0W Z g 0 ' 8'4" 1- U 19-0" t% V� STRUCTURA4. �. sr-a' ENGINEERING � r -J R 0 ®�� Al Z I- . W OU N AT[ON LAN 1 /4"— 1 ' 011 P. A D 4b w d � fi 4"CONCRETE SLAB W/8x8 W1.4 x W1.4 C CONCRETE SLAB W/8x8 W1.4 X W1.4 WWF OR FIBERMESH WVVF OR FIBER MESH 8"CMU CHAIR BLOCK . WJ(1)NO.5 CONT. TOP OF SLAB 28"MAX 8"MIN ---------------- - 4"CONC SLAB W/8xS W1.4xW1.4 WWF OR FIBERMESH / 12"MIN I • • \ \ VAPOR BARRIER \��\\�\\ /v I • :' VAPOR BARRIER 3 / \ (2)#4 OR(2)#5 CONTINUOUS 8x8-W1.4 x VV1.4 WWF �\\��\ TOP OF SLAB 8"OPT.EXTENSION (2)04 OR(2)NO.5 CONT FOR Wr UNDER 1 STORY WALL IN BRICK LOCATIONS b (3)04 OR(2)NO.5 CONT FOR b■18"UNDER 2 STORY WALL \,\ \ Ly \/\\ ,A Z ON FND PLAN " NO.4 OR NO.5 VERT REINFORCING / /, Q^ a a v / r• ��i//\ \ o ARCH. /� ao 4---,---'--� PER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 4 OPTIONAL BRICK LEDGE NOTED ON "UP TO 3 COURSES: 72"O.C. \ � /\/\� �0 ADDITIONAL N0.4 OR�.6 4 TO 5 COURSES:4r O.C. / / \ \ a / DWGS BAR IN BRICK LEDGE FOUNDATION PLAN M / 18VAPOR.BARRIER S'WTHICKENED FTG AT . ___ VAPOR BARRIER STEP-DOWN,SEE PLAN - VERTICAL REINFORCEMENT TO N LI I TI SE TI N HAVE e"SEND ATBOTTOM a.°;! /\ BEARING WALL FOOTING SECTION CURB STEP SECTION pp IF GROUND 0"ADJACENT TO FTO SLOPES DAWNAND AWAY FROM STRUCTURE STEEPER THAN 1'- VERTICALLY PER 9=0"HORIZONTALLY,CONTRACTOR HAS TVVO CHOICRS- ADDITIONAL NO.4 OR NO.S ` 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT EROSION IN BRICK LEDGE ` /\ �\ 04 OF SOIL CAST IN-PLACE FOOTING SPECS: 2. USE STEMWALL FOOTING FOOTING TO BEAR ON FIRM (1)STORY:8"x18"VW(2)NO-4 OR(2)NO.S CONT UNDISTURBED SOIL (2)STORY:10"x20"W/(3)NOA OR(2)NOA CONT N N ■ 4"CONCRETE N0.4 OR NO.S WJ 8''BEND 0 th BOTTOM,12"O.C. SLAB W/8x8 VWVF OR FIBERMESH VARIES z 2 CMU STEMWALL. SECTION LL e SPECIAL CARE SHODU)BE EXERCISED BY CONTRACTOR WHEN BACK FIWNG °D BEHIND A STEM W W O p o ALL,PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. ...I / \� \� SHOULD THIS CONDITION EXIST,RECOMMENDATIONS MAY BE OBTAINED FROM _I // THE ENGINEER OF RECORD. 12"MIN \ \ \\�e oe\\ VAPOR BARRIER /\ - /\���j� �// /. Q b NOA R NO.5 O (2)04 OR(2)#5 CONT FOR b=12" IN BRICKUNDER 1 STORY WILLL EDGE (3)04 OR(2)05 CONT FOR b-IW 6"OPT.EXTENSION IN W UNDER 2 STORY WALL BRICK LOCATIONS ON F- FND PLAN O co 011-0"A.F.F. GARAGE EXT WALL CURB SECTION U-BLOCK WJ(1)NOS - (3EYOND) p CONT. w U W LIEU OF BENT VERTICAL BARS,CONTRACTOR MAY INSTALL W ANCHOR BOLTS WITH 12"EMBEDMENT AT 48" : > Q O.C.FOR BOTTOM PLATE ANCHORAGE FINISH Z GRADE Z 4"CONC SLAB WJlAaS W1.4xV1M.4 \ Fx�'" \\\\\\ \\/\\\/\/ < ' \/ . ��/\ \� WWF OR FIBERMESH \/� U*) Z V41"A.F.F. \\�\\�\\� / " I. o W zLa 4 F 0 0 __ _s_ r_,•--=g_,° SEEARCH. NO.4OR NO.SVERT W1.4xW1A WWF RFIBERMESH G CONCRETE SLAB /ftd Q z i W D M k 10_ a , I•. DWGS. REINFORCING 0 MAX 7Yit O . C .I • e' ,• J } OZG ZWD�JDFaYJLma' z z 0 •. ulDO - zoo W W - 00aCQ7W I6 t- E \ / CAST-IN-PLACE FOOTING SPECS Z o o ° . z W O W z o \/i //�//� / /� •\�\�/ 1-STORY:W x 18"W/(2)04 OR(2)#5 CONT. t� Z L I- 4 0 m F � Mm � - w w LU az 9W �} � r� d k ADDITIONAL NO.4 OR NO.5 2-STORY.10"x 20"W/(3)#4 OR(2)#5 f �p x 4 12" VAPOR BARRIER IN BRICK LEDGE F P D Q O 4 0 a D - FOOTING TO BEAR ON FIRM Z a o 2 0 (1)STORY:12"WIDE W/(2)NOA OR(2)N0.5 4"OPT.BRICK LEDGE UNDISTURBED SOIL m 0 Q Z w 3: Z W W Z p O 4 F W CONT. NOTED ON FND PLAN (2)STORY: 18"WIDE W!(3)N0.4 OR(2)N0.5 Z a K W D p F 0 - = 0 z CONT. VERT.REINFORCEMENT TO HAVE e"BEND 0 UJ W 1x z W w a w n a m m- w Z BOTTOM Z ZWaWLzZZjI-zMI.- = } ZQ L100 W BEARING CURB STEP SECTION 0 - - a p .W13 W QQQZILaCQFZ3f }� ••• Z j j - W3 � W OL a Z V L7 W } I- EZW IL Q F' Iz1_I-Hzrl0 � t- a z o Q CMU STEMWALL SECTION v 0 o = O z- 0 O - nFW- Z3Namanpill- Zn1 WOOD STRUCTURAL PANEL ROOF SHEATHING INSTALLED W/L.ONG DIMENSION u- PERPENDICULAR TO SUPPORTS. SEE SPECS, SHEET No.: SHEET ST-1 0 ST-4 H Sections and PRE-ENGINEERED ROOF TRUSSES OR - CONVENTIONALLY FRAMED RAFTERS. PRE-ENGINEERED ROOF TRUSSES � Details OR CONVENTIONALLY FRAMED 0 JOB NO.: RAFTERS. U AT08290 NUT&3"SQUARE x%0 THICK WASHER Q AT TOP PLATE �_ sueDmsloN: DECK PER DOUBLE 2X-NO.2 SYP TOP PLATE DOUBLE 2)L N0.2 SYP TOP PLATE TYPICAL�L SECTION OJ FASTENED W/2-ROWS 10d COMMON FASTENED W/(2)ROWS 10d COMMON 0 u- Jasmine Street Q Q 12"O.C.STAGGERED(UNO) 12"O.C.STAGGERED(UNO) RECOMMENDED ATC ROD PL ►CEMENT PROCEDURE 4 Lor No.: • COMMOM1NNUN 48"LAP W/MIN.(18)104 • MINIMUM N LAP ADMIN.(18)104 1. PLACE HTT5 HOLDDO C011NECTOR AT SHEARVVALL ENDS AS Z 2 COMMON IN LAP,ADJUST TYPICAL COMMON IN LAP,ADJUST TYPICAL NAIL SPACING AS NEEDED. PROPERLY WIND LOAD NAIL SPACING AS NEEDED. INDICATED ON THE F NO PLAN. }- RATED SOFFIT MATERIAL 2. PLACE RODS WITHIN 6" BEARING WALL ENDS. 0 FLOOR PLAN: CONT.0 PERMETER.SEE 3. PLACE RODS WITHIN 6" EACH SIDE OF EACH OPENING. 0 . TRUSS OR RAFTER TO TOP PLATE VW(1)SIMPSON DESIGN CRITERIA. TRUSS OR RAFTER TO TOP 4. PLACE RODS BETWEEN HE RODS PLACED IN STEPS 1,2 AND 3 AT J H8 WJ(10)10d x 1-Y2",UNO.EXCEPTION:JACK INSTALL PER MANUF. PLATE VW(1)SIMPSON HOW(10) MAX 48"O.C.(UNO) Z DESIGNED: TRUSSES,EXCLUDING CORNER JACKS,MAY BE SPECS 10d x 1-Y2. 5. PLACE RODS AT HIGH DINT LOADS PER FRAMING PLAN. S STRAPPED DOWN VVI►H2.5T W00)84x1-Yin WASHER N ADJACENT SQUO HEADER TO TOP PLATE W M LB�MGK CONNECTION PER I- REVIEWED OPENINGS,TYP HEADER FRAMING MGK WOOD STRUCTURAL PANEL EXTERIOR WALL 1 NOTES,ST-1. CL SHEATHING INSTALLED Wl'LONG O M 94MON PERPENDICULAR TO SUPPORTS. SEE MIN 2x4 SPF STUDS MAX 1(" I I Q REVISIONS DATE SPECS,SHEET STA O.C. ROOF TRUSS SIMPSON MSTA24 AT 2)L EXTERIOR WALL STUDS. SEE OR RAFTER i I EACH STUD SSEE RRWALL END OPTION m PLAN FOR STUD SIZE,SPECIES, Y2"fd 38 KSI THREAD ROD ANCHOR 48" AND SPACING. - TRUSSES PARALLEL TO WALL• I I BELOW] p O.C.SEE FRAMING PLAN AND ATG 2x6 SPF(MIN) NAILER FASTENED W INSTALLATION SPECIFICATION FOR TO DBL TOP PLT W/10d 0 3"O.C. I 1 OPTIONAL:OMIT STRAPS AT TOP Y2"0 38 KSI THREAD ROD ANCHOR 0 48"O.C.SEE REQUIREMENTS. 2x8 SPF(MIN)BLOCKING I I STUDS IF ATC COUPLES ONTO HTt FRAMING PLAN AND ATC INSTALLATION &EXTENDS TO TOP PLT. SPECIFICATION FOR REQUIREMENTS. PROVIDE BOTTOM PLATE NUT&11-Ir BETWEEN EACH TRUSS. TRUSSES PERPENDICULAR TO WALL: I 1 ROUND WASHER PER ATC - _ -- --- - FASTEN-TO-BEAM,W1W@ 4" 2x8 SPF(MIN)BLOCKING 48" I I -y2'ATC,3"SQ WASHER AT TR P SPECIFICATIONS,STA IN EXTVW LLS O.C. -- -- BErAfEEN-EACH TRUSS:FASTEN S A TYPICAL OPENINGS 2x PT NO.2 SYP BOTTOM &SHEARWALLS WOOD STRUCTURAL PANEL INTERIOR TO DBL TOP PLT W/10d Q 4"O.C. -5/s ATC,T SQ x Y."THICK WASH PLA. SHEARWALL SHEATHING ONLY AT I I AT TOP PLT: Xn DESIGNATED INTERIOR SHEARWALLS. SEE I I HIGH UPLIFT HEADERS SPECS,SHEET ST-11. PROVIDE BOTTOM PLATE NUT&i-Ye[�o0 " MIN t 311"ANCHOR ROUND WASHER PER ATC ( I I ' F- EE u1srANc� SPECIFICATIONS,ST-1,IN EXT WALLS I ADDITIONAL ATC ANCHOR U PROVIDE BOTTOM PLATE NUT&1-Y2" &SHEARWALLS MAX 48"O.C. MIN 1 PER FINISHED ROUND WASHER PER ATC GRADE SPECIFICATIONS,ST-1,IN EXT WALLS I SHEARWAL)( M SIMPSON'Y� OR THICKER CDX OR�8 Q &SN.2X4 N . S FASTENED TO TRUSSES, OF SHEARWALLS EACH END 8TR T EXTERIOR WALL SILL PLATE ANCHOR NOTE: I X� EACH SILL PLATE SEGMENT SHALL HAVE A MIN.2x4 N0.2 SYP PT PORCH BEAM Q E L. RAFTERS R BLOCKING � MINIMUM OF(2)BOTTOM PLATE ANCHORS. BOTTOM PLATE. W/Bd COMMONS 9 3" 2x WALL FRAMING >- �' INSTALL ANCHORS WITHIN 12"OF EACH END EDGE,12"FIELD. OF SEGMENT(BUTT JOINTS). Arc ONE-STORY TYPICAL LOAD BEARING WALL SECTIONS THREADED ROD IS ACCEPTABLE BOTTOM ANCHOR EMBED: PLATE ANCHOR NOTES: WOOD STRUCTURAL SHEAT"NO,09 CMU 12" Z I. FOUNDATION AND SLAB PER CONCRETE SECTKMA CONCRETE MMMLOCATED ON WM.I.S TIUN CONCRETE e" ' THE STRUCTURAL SUMMARY SHEET ST-1. 2. EXTERIOR WALL ASSEMBLY UPLIFT CAPACITY:100 0110 PER TRUSS "OQG.SPACING. ADDITIONAL ANCHORS UNDER TYPICAL.. PORCH SHEATHING DETAIL HEADER,SEE SHEET 13'T-1 0- M1 AEL�G 2193; o�� �P.E. TYPICAL THREADED ROD INSTALL P.E, nlo. 06-02-2010 -- I ;