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237 Nautical Boulevard Q e ,N,nn "i N ALL-THREAD CONNECTION SYSTEM 28• MAX-- 8• MIN .14 �r � --rt Q LEGEND AND FRAMING NOTES: DESIGN CRITERIA AND LOADS CONCRETE NOTES • 6x6-WIA x WIA WWF (P INSTALLATION SPECIFICATION (ATC) ;''�'\y ';;" � Bulldin Code I. CONCRETE COMPRESSIVE STRENGTH FOR ' �� _ VAPOR BARRIER INTERIOR BEARING WALL � �� \, •� CL_ ONE ALL THREAD CONNECTION (ATC) 15 COMPOSED 2001 Florlda Building Code FOOTINGS- 2,500 PSI AT 28 DAYS (UNO). (2)04 CONT FOR b■12' UNDER i STORY WALL INTERIOR BEARING WALL W/FLOOR LOAD ONLY OF 1/2' 36 KSI ALL-THREAD THAT RUNS THE FULL 2. CONCRETE COMPRESSIVE. STRENGTH FOR SLAB = N OPT. EXTENSION b (3N'4 CONT FOR b=16' UNDER 2 STORY WALL N Code for Design Loads IN BRICK LOCATION (3)'5 CONT FOR b=20" UNDER 3 STORY WALL N NO ATG REQUIRED. 1/2' x 6' EMBED ANCHORS W/ VERTICAL HEIGHT OF THE WALL, PENETRATING BOTH ANSI/ASCE 1-98 2,500 P51 AT 28 DAYS (UNO). ON FND PLANcf1 y,J' WASHERS 6 48'O.C. THE TOP AND BOTTOM PLATES, AND GROUTED WITH 3. ALL REINFORCING STEEL 03 AND BIGGER SHALL FOOTING BEAR ON FIRM UNDISTURBED SOIL _j HEADER FRAM ING ' SIMPSON STRONG-TIE ACRYLIC-TIE INTO CONCRETE. BE ASTM Arol5 GRADE 40 DEFORMED BARS (UNO). IL ROOF LOADING (Gd= 1.25) IF GROUND ADJACENT TO FTG ELOPES DOUN AND AWAY FROM THE TYPICAL EMBEDMENT IS 6' FOR MONOLITHIC 4. ALL REINFORCING STEEL SHALL HAVE 90 STRUCTURE 5TEEPER THAN I'-0' VERTICALLY PER 3'-0' HORIZONTALLY, L TOP CHORD LIVE LOAD ?0 per � CONCRETE AND 12' FOR STEMWALL AND BOND BEAM TOP CHORD DEAD LOAD of DEGREE BEND AT CORNERS WITH A 25' LAP, CONTRACTOR HAS TWO CHOICE5: J (2)2x6-1/2 - HEADER/BEAM GALL-OUT APPLICATIONS (UNO). THE 5IMP5ON STRONG-TIE p 5. F15ERMESH IS AN ACCEPTABLE ALTERNATIVE I. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT -1 '- NUMBER OF KING 5TUD5 EACH SIDE OF OPENING ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE BOTTOM CHORD LIVE LOAD 10 Per AND SHALL NOT REQUIRE WWF. ER05ION OF SOIL. �, \\ (V NUMBER OF JACK STUDS EACH SIDE OF OPENING; CONCRETE AND THE HOLE IN THE BOTTOM PLATE. BOTTOM CHORD DEAD LOAD 5sf 2. USE STEMWALL FOOTING --�--y tCV P 6. MASONRY STEMWALL AND MONOLITHIC FOOTING Z USE A 9/16' DRILL BIT FOR PLATE AND CONCRETE ARE INTERCHANGEABLE. MONOLITHIC FOOTING SECTION l O SIZE OF HEADER MATERIAL 1N0. 2 SYP) HOLES. SEE 'CONCRETE NOTE II,' FOR ACRYLIC 1. EARTH FILL SUPPORTING SLABS ON GRADE IS T-) -1 NUMBER OF PLIES IN HEADER FLOOR LOADING (Cd= 1.00) 1L SPECIFICATION. FOR THE TOP END OF THE ATG IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY U 1.L ' ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO BOUND TO THE TOP PLATE WITH A 3' SQUARE, 1/8' TOP CHORD LIVE LOAD 40 per OF 2,000 per AND SHALL BE FREE OF ORGANIC EACH OTHER WITH (8)12d COMMON. THICK WASHER AND A NUT. THE ALL-THREAD MAY TOP CHORD DEAD LOAD 10 par MATERIAL AND COHESIVE SOILS. COMPACT THE • TOP PLATE TO HEADER CONNECTION (ONE OF THE FOLLOWING): BE SPLICED WITH A COUPLER THREADED ONTO THE BOTTOM CHORD LIVE LOAD 0 per FILL IN 12' LIFTS TO AT LEAST 95% OF MODIFIED BOTTOM CHORD DEAD LOAD 5 of N -NO CONNECTION FOR HEADER LE55 THAN aro' ALL-THREAD A MINIMUM DISTANCE OF 1/2" AT EACH p PROCTOR MAXIMUM DRY DENSITY. IT 15 THE -5PH W/(12) loci x 1-1/2' m 32' O.C. OF, END OF THE COUPLER THE COUPLER SHALL BE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO Q c WIND LOADING (Gd= 1.(00) ASSUMPTIONSSTEMWALL 5PEC5 O -DSP W104) loci COMMON 0 16" O.C., OR RATED FOR ALLOWABLE TENSION OF 3,200 POUNDS CONFIRM THESE . LI_l ASCE 1-98 3S GUST • 12' THREADED ROD EMBEDMENT RFS 11- -FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS UNDER WIND LOADING. MAXIMUM DISTANCE OUT OF IN CONCRETE FLOOR SLABS ON GRADE SHALL BE UP TO 6 COURSES: 4 VERT. 9 48 O.C. - PLUM FOR ALL-THREAD SHALL BE 3' FROM TOP OF BASIC WIND SPEED 120 mph INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE l TO 10 COURSES: 04-VERT. e 24' O.C. � V W/(14) 10d x 1-1/2' COR EQUAL APPROVED BY EOR) EXPOSURE CATEGORY C II TO 12 COURSES: 04 VERT s 8' O.C. 8' r-MU J-BLOCK WIN) •5 CONT. BOTTOM PLATE TO TOP OF TOP PLATE. VAPOR RETARDER WITH JOINTS LAPPED 6 AND STEMWALLS OVER 6 COURSES TO NAVE •WINDOW OPENING=S 4' AND GREATER REQUIRE 1/2' ANCHOR BOLTS IMPORTANCE FACTOR 1.0 SEALED OVER CLEAN, COMPACTED EARTH OR FILL VERT. REINFORCEMENT N HAVE 1 T TRUSS TYPE HORIZ. JOINT REINF BETWEEN BEND m TOP AND 9' BEND � BOTTOM OR REDHEADS W/ 1-1/2' DIA WASHERS AT 48' (MAX) ON CENTER BUILDING CATEGORY 11 WITH APPROVED CHEMICAL SOIL TREATMENT FOR EVERY OTHER COURSE. TYPE M OR S :3 PREVENTION OF SUBTERRANEAN TERMITES. MORTAR FILL SOLID. 1,50OP51 BLOCK UNDER WINDOW CONNECTING= BOTTOM PLATE 70 SLAB. RECOMMENDED TG ROD ENCL05URE CLASSIFICATION PARTIALLY ENCL 6x6-WI.4 x WI.4 WU.F O INTERNAL PRE55URE COEFF 0.55 9. STEMWALLS OVER 4 COURSES TALL REQUIRE -1 V 1r • IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD PLACEMENT PROCEDURE: CTC DESIGN PRESSURES (see table 1) SPECIAL ATTENTION TO BRACING DURING FIN15H - - - - 4' T- Q) (P o (UNO) - UNLESS NOTED OTHERWISE ON PLAN 8' MM --T 1. PLACE RODS AT SHEARWALL ENDS AS INDICATED CONSTRUCTION. CONTACT ENGINEER OF RECORD IF GRADE / / .__. ON THE FRAMING PLAN. SPECIAL FLOOR THIS CONDITION EXISTS. '�\�\\ \\/\\/\`C\�j�\j \j/ VAPOR BARRIER • EOR - ENGINEER OF RECORD 10. TO CONTROL CRACKING, GUT I' SAWCUTS IN THE \\/ �%/ ` / / X • ALL MULTI PLY STUD GROUPS TO HAVE 12d COMMON a 8" O.0 2. PLACE RODS WITHIN 12" OF BEARING WALL ENDS. (GAME ROOM) LOADING (Cd= 1.00) \\ \\ice IL 3. PLACE RODS AT EACH SIDE OF EACH OPENING. TOP CHORD DEAD LOAD 10 of SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF NOTE: f I-STORY. N-PLACE FOOTING SPECS BETWEEN PLIES p •�� . ... I-STORY: 8' x 16' W/(2) 04 CANT. Z 4. PLACE RODS BETWEEN THE RODS PLACED IN STEPS TOP CHORD LIVE LOAD 60 Per CONCRETE PLACEMENT. CONTACT EOR FOR SPECIAL CARE SHOULD BE EXERCISE(# 2-STORY: 10' x 20' W/(3) 04 OR (2) •5 10 TRANSOM FRAMING REQ. (STACKED WINDOWS) 1,2, AND 3 AT 48' O.G. (UNO), AS INDICATED ON TYPICAL BOTTOM CHORD DEAD LOAD 5 sf ALTERNATIVE METHODS. BY CONTRACTOR WHEN BACK FILLING . < , Per BEHIND A STEMWALL, PARTICULARLY L /� 3-5TORY: 12' x 24' WI(3) •4 OR (2) 05 F-' WALL SECTION ON THE DETAIL SHEET. BOTTOM CHORD LIVE LOAD 0 per II. DO NOT SCALE FOOTING DIMENSIONS AND WHEN IT 15 OVER 4 COURSES HIGH. \ Z3 0 PROVIDE DBL 2x4 OR 2x6 GRO55 PLATE AT TOP AND BOTTOM OF EACH 5 PLACE RODS AT HIGH POINT LOADS PER FRAMING PLAN. MAXIMUM FLOOR TRU55 SPACING 16' O.C. SHOULD THI5 CONDITION EXIST, FOOTING IS BEAR ON LOCATIONS FROM THE FOUNDATION PLAN. DO NOT cf) OPENING. FASTEN EACH PLATE AT EACH END TO KING STUDS W/(3) I2d FIRM UNDISTURBED SOIL Q-- COMMON TOE-NAILS. GROSS PLATE THICKNESS MUST MATCH WALL 6• CONNECT THE BOTTOM PLATE TO THE SLAB PER THE DETERMINE FOOTING LOCATION FROM RECOMMENDATIONS MAY BE OBTAINED 'HEADER FRAMING' NOTES. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FROM THE ENGINEER OF RECORD. ' OFT. BRICK LEDGE NOTED ON FND PLAN THICKNESS. FOR MULTIPLE WINDOWS, CRO55 PLATES AS SPECIFIED THIS STRUCTURE 15 LOCATED IN THE WIND BORNE FOOTING SIZE OR LOCATION 15 NOT DETERMINATE r ABOVE MUST BE INSTALLED AT THE TOP AND BOTTOM OF EACH OPENING. DEBRIS REGION AND HAS BEEN DESIGNED AS A FROM USE OF FOUNDATION PLAN ALONE, CONTACT �i WINDOWS SPANNING MORE THAN 8' MAY REQUIRE SPECIAL ATTENTION. PRESSURE TREATED LUMBER PARTIALLY ENCLOSED STRUCTURE. AS SUCH THE ENGINEER OF RECORD. CMU STEMLUALL SECTION 2 THE GYPSUM CEILING MAY NOT BE USED A5 12. 51MP50N STRONG-TIE ACRYLIC TIE (REPORT PRESERVATIVE STEEL COATING T-1 STU S TRUSS BOTTOM CHORD BRACING. REFER TO ER-5191) SHALL BE USED IN ALL DRILLED AND r' -� ACQ a CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC TRUSS DESIGN DRAWINGS FOR BRACING EPDXIED CONNECTIONS TO CONCRETE. ANCHOR 11' 8 12' PLATE HEIGHT: 2x6 SPF STUDS a 16' OC (UNO) NON-DOT COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED LOCATIONS. ACCEPTABLE METHODS INCLUDE BOLT, THREADED OR DOWELED REINFORCING STEEL Z 10' PLATE HEIGHT: 2x6 5PF STUDS a 16' O.G. (UNO) BORATE GALVANIZED. Ix4 SPF RAT-RUN5 W/(2) 10d COMMON IN EACH MUST BE EMBEDDED TO THE SPECIFIED DEPTH, IN A V PLATE HEIGHT: 2x4 NO.2 SPF STUDS -0 16' O.C. (UNO) TRUSS OR SIMP50N T852-24 W/(2) 10dxl-Ii2" IN HOLE DRILLED 1/16" GREATER THAN THE DIAMETER 8' PLATE HEIGHT: 2x4 SPF STUDS 6 16' O.G. (UNO) BORATEIUM STANDARD FINISH 15 ACCEPTABLE (UNO) EACH TRUSS. (NOT APPLICABLE FOR PORCH OF THE ANCHOR. MANUFACTURER'S SPECIFICATIONS Z CEILINGS.) MUST BE FOLLOWED FOR PROPER INSTALLATION. NOT RECOMMENDED. STAINLESS CONNECTORS AND ATG SPACING <1 '�zA FASTENERS REQUIRED. ATC # SPACING OF ATC IN INCHES. KEYNOTES: W z - ATC LOCATOR TA5LE 1 COt"FONENT AND W a n a Z a ATG ALTERNATIVES GLADD IN(S DESIGN PRE65URES AAWI(I,)04 DCONTTHIGKENED EDGE Z 4 0 = El u P p i 0_ '� i M Fzn913wU111 0: HIGH UPLIFT CONNECTIONS KEYNOTES BAY UJINDOI,U HEADER 1rw�:r1rr._d_A4t1,v&Za ealgrZiailc I"te(lp60 a psf) EWDUNDER BOXEEP FTG rCOLUMN 4 6 12' Q w z ro a Rizzo ? o � W M> 0 E W � � W E D PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS) ATG MAY NOT BE APPLICABLE DUE TO STUDS 'Q o a W M I- w t o `` W - n o 0 - 20 a rt. Iro'SQx12' DEEP FTGs _Q 0 m 'L W W F- w J c o z v O SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PACKED SOLID. IN THIS EVENT, IT 15 ACCEPTABLE TO q' +48 -51 +48 -�00 w/ 13 4 EW a a U a n m z W W m I- - W W PLIES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH MAY FASTEN EACH KING GROUP TO THE TOP AND BOT WFaow - 1w z < (2)LGT2 W/(28)16d SINKERS OR (3)HTS W/(20)10d. IF USING LGT2 WINDOWS PLATE W/ D5P QR (1) M5TA24 W/(5) loci IN PLATE AND 21 - 50 sq.rt. +46 -415 +.4ro -51 Q 24'50x20' DEEP FTG a z a z w I]z a a n F n 13 ON SINGLE PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM 5'-(d' AND CHORD AT BRCS W/(16)16d. PLACE ATG WITHIN 3' OF STUD C1) loci IN STUDS. BOTTOM PLATE TO SLAB W/y' x 6' D w/(3r4 EW W z z a - z M o n 4 w SMALLER EMBED BOLT W/WA5HER. DIRECT CONNECTION OF 51 - 100 eq. rt. +43 -48 +43 -52 30'80x20' DEEP FTG Z z Q Q X W 9 a W a - = IL a z GROUP. EMBED ALL-THREAD 12' IN STEMWALL APPLICATION. STUDS TO SLAB W/LTT205 W/Y2' x Co' EMBED ALL Q z F- Q W E W/ (4)•4 EW SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR w W z a m n a M M- W z THREAD ROD IS ACCEPTABLE. LTT2oB MAY BE f- W ma� � � o � M m W W 3,510" UPLIFT (Cd=1.6o) ACCEPTABLE IF APPROVED BY EOR 101 _ 200 eq.ft. +42 -45 +42 _49 W W a H z Ia T1 RECESSED IN SLAB. � zx }•zQoZZ � � oc7QWo ALTERNATE DIRECT CONNECTION OF TRUSS TO FOUNDATION: Q 36'80x20' DEEP FTG M z } IL to W a M R z z x - HTTIG TO TRUSS VERTICAL W/(18) loci COMMON a TO FOUND WITH TYPICAL HEADER F W/14x4 EW W W g a m z -w Q F.- z 3 E a (1) 1/2' DIA. x 6' EMBED (12' FOR STEMWALL AND BOND BEAM) IL W z 2 W I, � m f m � � � THREADED ROD. HDR SPAN CONNECTION (END OF EACH HEADER) Q 48'80x24' DEEP FTG �/ I- =z z w a I--m G W/15�4EW, TIB z0Q a2pF . = 001zz 3 PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS) LESS TOP PLATE TO KING: MSTA24 W/(5) loci IN TOP U U H Z 3 N d m 4 0 to I- i t1 v O SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF V2' ALL-THREAD DRILLED a >�' a THAN B'-f�' PLATE AND (1) loci IN KING. A EPDXIED W/2' SQUARE PLIES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 EXISTING WASHER MIN. 6' �' Q SWEET NO., W/C28)16d SINKERS OR (2)HT5 WKING GROUP TO SLAB: LTT205 OR HTTlro. (10) 16d/(20)10d. IF USING LGT2 ON SINGLE EMBEDMENT REQUIRED a PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM CHORD AT BRG AND J' x 1' EMBEDMENT ATR. EACH END OF OPENING 6T - 1 ®� W/(16)10d. PLACE ATG WITHIN 3' OF STUD GROUP. EMBED O ALL-THREAD 1 IN STEMWALL APPLICATION. SUBSTITUTION OF NO.2 GYP BEARING BLOCK U_ Structural TRUSS TO PLATE CONNECTOR RATED FOR 1,185" UPLIFT (Cd=1.60) TOP PLATE TO KING: (2)M5TA24. EACH W/(5) 10d NEW ADDITION fQ FASTENED TO TRU55 W/I2d < Plans ACCEPTABLE IF APPROVED BY EOR ALTERNATE DIRECT IN TOP PLATE AND (1) Imd IN COMMON NAILS. USE (2) CONNECTION OF TRU55 TO FOUNDATION: LTT205 TO TRUSS KING. ROWS Q V O.C.FOR 2x4 �' VERTICAL W/(10) Irod COMMON a TO FOUND WITH (1) 1/2' DIA. x 6' KING GROUP TO SLAB: LTT205 QR HTT16. (10) 16d BLOCK OR (3) ROW5 s 3' Z 5T000105 EMBED (12' FOR STEMWALL AND BOND BEAM) THREADED ROD. AND I' x 1' EMBEDMENT ATR O.C.FOR 2x6 BLOCK. - ADDRE88, TOP PLATE SPLICES TO BE 231 Nauticle ® PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRU55) 'I' - 12TOP PLT TO KING: (3,"5TA24. EACH W/(5) 10d A BRIDGED W/l2)M5TA24 . 1 c> SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF IN TOP PLATE AND (1) 10d IN W/118) 10d COMMON EACH, Blvd South PLIES IN TRUSS (UNO). CONNECT TRUSS TO STUD GROUP WITH KING. a �t ll) STRAP EACH FACE OF WALL. = Jacksonville, FL (2)LGT2 W/(28)16d SINKERS OR (3)HT5 W/(20)10d. IF USfNG LGT2 KING GROUP TO SLAB: (2)LTT205 W/ll0) 16d ANDY U ON SINGLE PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM "x12' EMBED ATR W/WA5HER OR FASTEN MEMBER TO � � t LU CHORD AT BRG W/(16)lod. CONNECT STUD GROUP TO BEAM HTTI6 W1118) 16d AND 5/8'x12' END ZONE Q HEADER OR BEAM WMTS .� r, F- FLOOR Pis BELOW WITH (3)MBTA36 W/(IS)10d SUBSTITUTION OF TRUSS TO ATR DESIGNATION W/(20) loci OR EQUAL �;"`'� PLATE CONNECTOR RATED FOR 3,5100 UPLIFT (Cd=1.6X o) a = 3.0 FT CONNECTOR APPROVED BY ® Sarles Res ACCEPTABLE IF APPROVED BY EOREOR, RATED FOR 1,4500 Q HIGH UPLIFT HEADER UPLIFT (Cd■1.60) .Q OESICsN£Or ® PLACE STUD GROUP UNDER TRUSS, BEAM OR RAFTER (TRUSS) FASTEN MEMBER TO AFL SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF OP PLT TO EACH KING: MSTA24. EACH W/((o) 10d A HEADER OR BEAM W/(2)WTS PLIES IN TRUSS (UNO). CONNECT TRU55 TO STUD GROUP WITH IN TOP PLATE AND (8) loci IN CONN10d EACH OR EQUAL -� REVIEWED KING. CECTOR APPROVED BY V ED MGK (I�GT2 WK28)lrod SINKERS OR (2)HT8 W/(20)10d. IF USING LGT2 EOR, RATED FOR 2,9000 Ap p R O ON SINGLE PLY TRUSS, APPLY 48' LONG SCAB TO BOTTOM EADER TO JACK STUD: 1"I5TA24 W/(8) loci IN HEADER AND UPLIFT (Cd-1.60) (In( OF ATLANTIC BEACH >_ CHORD AT BRG W/C16)lod. CONNECT STUD GROUP TO BEAM 110) loci IN JACK. 13UILDING OFFICE REVISIONS DATE BELOW WITH (2)MSTA36 W/(18)10d SUBSTITUTION OF TRUSS TO INC GROUP TO SLAB: (i)HTT22 W/(32) 16d SINKERS AND 5/8' ci FASTEN MEMBER TD PLATE CONNECTOR RATED FOR 1,1850 UPLIFT (Cd=1.(o0) x15 EMBED ATR. HEADER OR BEAM WK3)HTS ACCEPTABLE IF APPROVED BY EOR ACK AND KING STUDS: (2)ROW5 12d 0 6' BETWEEN ADJACENT W/(20) 10d EACH OR EQUAL JACKS AND KINGS CONNECTOR APPROVED BY IEOR RATED FOR 4,350• INSTALLATION NOTES: u1 J UPLIFT (Cd=160) SHEARWALLS 1. FASTENERS USED TO INSTALL THE ABOVE SPECIFIED CONNECTORS SW FASTEN 1/16' OSB TO FRAMING WITH Sd AT 3' ON CENTER ON MUST BE EMBEDDED INTO SOLID WOOD. FASTENERS INSTALLEDBETWEEN STUDS ARE NOT ACCEPTABLE. Z EDGE AND 12' ON CENTER IN THE FIELD. PLACE DBL STUDS AT 2. ALTERNATIVES ARE NOT APPLICABLE FOR SW'5 WHICH TERMINATE EACH END OF 5HEARWALL. PLACE (1) ATC WITHIN 3" OF END OF AT A HEADER. SHEARWALL. FOR STEMWALL AND BOND BEAM APPLICATIONS, 3. WHEN UTILIZING THE MSTA24 TOP PLT TO STUD CONNECTION AS ATG's AT SHEARWALL ENDS MUST HAVE A 12' EMBEDMENT. SEE SHOWN BELOW, ALL TRUSS TO TOP PLATE CONNECTIONS MUST BE FRAMING PLAN FOR ALTERNATE 5W END TIE-DOWN IN SECOND INSTALLED ON THE SAME FACE OF THE TOP PLATE. ~ ' FLOOR AREAS WHERE ATG 15 NOT FEASIBLE. HARDIPANEL IS ACCEPTABLE SUBSTITUTION FOR 055 ONLY IF NOTED ON THE TO TOP PLT r SEP J `�0�' 4 �.. FRAMING PLAN. ATG48 MIN (l)Y' ATC OR YSx6 TRUSS EMBED CONNECTION MUST BE i BOTTOM PLATE ANCHOR W/WASHER a APPROX MIDSPAN. TO INTERIOR FACE OF SUJW SHEARWALLS REQUIRE 51MPSON HTT22 HOLD-DOWN ANCHOR WALL �- PLAN NOT VALID WITH RED SI NATURE AND (2) SPH4 AT TOP PLATE IN LIEU OF ATC AT EACH END OF --- - R ED SEAL EXTERIOR MSTA TO TOP PLT ' ��1 _ SHEARWALL SEGMENT. 5i8' DIA. THREADED ANCHOR TO HAVE FACE OF WALL W/(5) loci COMMON � '��,�• MINIMUM OF 12 EMBED. SEE HIGH CAPACITY SHEARWALL ,w P: q DETAIL, LOCATED ON THE DETAIL SHEET. FOR PERFORATED Z Q� 5W, HTT22 HOLDOWN5 REQUIRED AT EXTREME WALL ENDS ONLY. ;,'4:.F M5TA TO STUD W/(1) U _ <� ,0, � /' - S(,UB SEE 'SWB-SPECIAL SHEARWALL DETAIL,' LOCATED ON THE loci COMMON W DETAIL SHEET. j t W MSTA INSTALLATION d JE • FX� e� '. l jSNp ,< } Q 0 ALL. EXTERIOR WALLS ARE SHEARWALLS. FASTEN OSB TO R FRAMING W./ Sd COMMON 3' O.G. AT Q o PANEL EDGES, 12' O.G. IN THE FIELD = _ _ _ _ — — — m -�f--y FASTEN ALL STUDS WJ 0 11r U (2) ROWS 10d COMMON 9 A w J 8' O.C. STAGGERED u- `� �_ =CO J m Y TYPICAL CORNER FRAME -1U LL(INCLUSIVE E RW ALL EXTERIOR WALL (2)1x10-1/2 HEADERS IN NEW ADDITION Q)TO 1 L TO BE (2)2x6-V2, UNO. 2 TO] LU SPLICE THICKENED EDGE TO EXISTING U CONCRETE W/12' LONG DRILL IN THE INTEREST OF ECONOMY AND CLARITY OF PRESENTATION, WE NAVE ONLY LOCATED THE ATC's WITH FIXED LOCATIONS. CONTRACTOR MUST CONSULT THE 'ATC AND EPDXY 04 DOWELS a 24" O.C. SYSTEM INSTALLATION SPECIFICATION. SHEET ST-I, FOR REQUIRED PLACEMENT OF ATC's BETWEEN THOSE LOCATED HERE. THE CONTRACTOR MUST ALSO CONSULT THE 'SECOND :3 FLOOR ATG NOTE; FOR SITUATIONS WHERE AN ATG 15 NOT APPLICABLE DUE TO A EXISTING HEADER OR BEAM BELOW. U 1t- I I I I I I (2)1x(0 r�-11 I I- - I I- - - - -I I I I I I I I V - - — — — — — - - — — — — — — - - — I z � A I TO LAG H CO-S S3 ANCHOR. 'X' DENOTES AREAS O E D D Z O <t I I SHEATH BOTH SIDES OF WALL NEW ADDITION - I I a 0 r I I 1st LEVEL SHEARWALL PLAN z w I I z <1 I I N I 1 3 1 I y y I 0, RAFTER SPAN SCHEDULE W a. W rc Qp a - L - - - - - - - - - - - - - - - - - - LUMBER SIZE z 1613 a � mW o� �� n I 2X6 2x8 2x10 2X12 0 � � �� '- WoJ � Wq � K z Q � an Z J — Eizza I- - — � 12' 15'-5" 19'-II' 23'-9' 26'-0' W LEM> 0EWILEMME00 L- - - - - J leo' 13'-4' 1-1'-3' 2ol-1' 22'-0' Q 0ama. Z � LWJmZ � 0 N � r ' r ' r � r ' r D � WO WWF-W j � 4mmm OZU 24 10 -11 14 -1 16 -10 19 -9 aWo- awk-2ww6aQm 20 L.LJI5 Dl.. 02 SYIP I-1- 0 W 0 Z L IL 0 1 0 (2) 2x12 NO.2 SYP z nawww. nZWWzma < IWE CEILNG JOIST SPAN SCHEDULE RIDGE BEAM O � z Q 6 FW- o Z Q D W O.C. LUMBER SIZE W f'S � m— �' W Z QW _ Q Z �"' Ww a, � f.QU7 WW . AGI 2x4 2x6 2x8 2x10 � = }iQoz3dunnQWo 24'-0' 12' 12'-5' 19'-6' 25'-8' 26'-0' 2x10 NAILER FASTENED 2x10 NAILER FASTENED W z o Z m W o a m W Q m I- n 16' 11'-3' 11'-8' 23'-4' 26'-0' TO EACH TRUSS BELOW t0 EACH TRUSS BELOW _ =i Z i U z W o W F 24' 9'-10' 15'-6' 20'-I' 23'-II' W/(5) 16d COMMON W/(5) 16d COMMON F' z u a E n M o = W o z 10 L.L./5 D.L. 02 SYP 2x6 NO2 SYP 2x6 NO2 SYP U v t-? 3 N m Q a M ? v v FOUNDATION FLAN, RA 0 RAFTERS Q AT 24' O.C.OAC. AT 24' O.C. � SWEET NO'S o ST - 2 CONTRACTOR TO CONFIRM CONVENTIONAL FRAMING NOTES u Structura I DI TENSIONS PRIOR TO POUR Plans RIDGE +'2 SYP TYP: pOH Joe� 3 z 5T080105 2x8 RIDGES >- 8) 12d COMMON TOENAILS ® VALLEY T04 ADDRESS, � 23� Nauticl� TO ADJACENT MEMBER (1) MT812 STRAP a VALLEY TO PLATE. T04 Blvd South 2x10 RIDGES = Jacksonville, FL (10) 12d COMMON TOENAILS * VALLEY T04 U TO ADJACENT MEMBER W • (2) MT812 STRAPS ® VALLEY TO PLATE. ~ FLOOR PLMe 2x12 RIDGES T04 X Sarles Res (12) 12d COMMON TOENAILS a VALLEY W TO ADJACENT MEMBER d ° SDr • (2) MT512 STRAPS a VALLEY TO PLATE. T 3 X AFL RAFTERS 02 SYP TYP: 0 T 2 d REVIEWEDo MGK � 2x6 RAFTERS fp • (1) H5 OR (1) NS -w EACH RAFTER TO PLATE. REVISIONS DATE (6) 12d COMMON TOENAILS m RAFTERS TO T i LU RIDGE/VALLEY. 2x8 RAFTERS J65 J65 • (2) H516 OR (1) H8 v EACH RAFTER TO PLATE. W • (8) 12d COMMON TOENAILS a RAFTERS TO RIDGE/VALLEY. J63 J63 Z 2x10 RAFTERS • • (1) H6 OR (2) MSTI218 a EACH RAFTER TO PLATE. J61 J61 • (10) 12d COMMON TOENAILS a RAFTERS TO RIDGE/VALLEY. ~ U ' CLG. JOIST *2 SYP TYP/TJI: LL- Q 2x (3) 10d COMMON TOENAILS e CLG. JOIST TO \b � �OIS �`/ TOP PLATE/RAFTERS. G, 6} }- PLAN NOT VALID WITHOUT 81 TJI CLG. JOIST REDRAIO URE EDT EAL AND t (3) I0d COMMON TOENAILS 's CLG. JOIST TO J - TOP PLATE/RAFTERS. O ROOF FfRAMING FLAN— x Q..• .Q JEFF '�,P ARNE60N.,' P.-�.�.. CONTINUOUS LATERAL BRACE. QUANTITY AND LOCATION DEFINED IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, BY TRUSS SHOP DRAWING. DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE) (1) DIAGONAL BRACE PER (4) TRUSSES � (l) DIAGONAL BRACE PER (4) TRUSSES APPLIED TO BACK SIDE OF WEBS APPLIED TO BACK SIDE OF WEBS ii Q l/16' OSB ROOF DECK NAIL 6' O.0 ON EDGES, 12' O.G. IN FIELD (UNO) 6� I I WITH Sd COMMONS. I I II 1 I•I N II N I'I N II cn ROOF TRUSS OR I TRUSS TO TOP PLATE: T-BRACE FASTENED TO i. TRUSS TO TOP PLATE: PRE-ENGINEERED 51MP50N H8 W/00)10d SIMPSON MT612 W/(14)10d RAFTERS WEB W/12d AT (o' O.G. I•I u- :3 T-BRACE TO BE SAME—' II SIZE, SPECIES, AND GRADE. AS WEB TO BE BRACED. i.i I I O (h ATC m 48' O.G. SEE FRAMING I I AND ATC SPEC FOR I IaL INSTALLATION NOTES, X DOUBLE 2x4 NO2 SYP TOP PLATE APPLIED t0 FRONT SIDE OF WEBS i,i 4 U LL EXTERIOR WALL ASSEMBLY FASTENED W/(2) ROWS 10d16' O.C. I I Q CAPACITY = 1000"/TRUSS UP STAGGERED (UNO).MIN 4S' LAP (TRUSSES AT 24' O.G.) WITH (24)10d IN LAP. AUJ N INTERIOR WALL A55EMBLY Q N CAPACITY = 124•/TRUSS UP (TRU55E5 AT 24' O.C.) LU l/I6' OSB OVER 2x STUDS 4BUSS NEEDING BRACING : (SEE ST-I 4 PLAN FOR STUD C) SIZE, SPECIES AND � •� SPACING)FASTEN 055 W/8d ATG a 48' O.G.SEE FRAMING AND ATG TRUSSES NEEDINCs BRACING SINGLE TRU55 5RACING 3' O.G.ON EDGES, 12' O.C. IN SPEC FOR INSTALLATION NOTES. 2x4 SPF STUDS AT 16' O.C. LEGEND AND NOTES: 73 FIELD. _ 1. ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE, SHALL BE LATERAL BRACING MULTIPLE TRUSSES 1x4 No. 3 SYP OR BETTER OR 2x4 No. 3 SPF OR BETTER(UNO). Q) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE 6l INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. Q (D X SEE ALL-THREAD SPEC 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED FOR INSTALLATION TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE 2: REQUIREMENTS INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER 4. ALL FASTENERS SHOWN ARE 0.131' DIA x 3' LONG (UNO). 1~ — O 2x4 NO2 SYP PT BOTTOM PLATE SEE ALL-THREAD SPEC 2x4 N0.2 SYP PT BOTTOM PLATE N FOR INSTALLATION ' REQUIREMENTS r FINISH GRADE r �t FOUNDATION AND SLAB PER CONCRETE SECTIONS AND CONCRETE NOTES r N W z N ATC TYPICAL WALL SECTION (LOAD BEARING) QL i 10 W m x Z 40 mW OZw� 2 WI` 60 %5 9002 Pzu111 9 mmedaw W QrWW ZOp14m <mNIL l/I6' OSB FASTENED W/Sd a 3' b W m 5w 0 m W b 0 m - 0 SINGLE 2x4 NO2 SYP TOP PLATE. O.C. ON EDGEAND 6' O.C. 11 SINGLE 2x4 NO2 SYP TOP PLATE. 0 0 m a W W t 0IL Y W Z- ow THE FIELD. (� za L . 2W �_Wmn0 � W 1/16' OSB FASTENED W/Sd m 3' a FD1 W a 0 W I'= x W Z v O.C.ON EDGEAND 6' O.C. IN FASTEN 5HEATPING TO DBL 2x4 O I,. 1-- 04 o m o�o Z Ih. m Z E 0 THE FIELD. U o Zt7. m4 - 5dj5 < m NO2 SYP CORER STUDS W/ p W W FASTEN SHEATHING TO DBL 2x4 COMMON m 3' O.C.(TYP, 4 t7 a W cWi x Z W W ., m p< f w MST 24 EACH/02) 10d END STUDT . O W W Z I- W 4 a W m L W 2 NO2 SYP CORNER STUDS W/Sd PLACES) Z Q w 0 I. O- OZ COMMON a 3' O G. (TYP, 4 x16 (I-STORY PLACES) MANUFACTURED TRUSS TOP 1/16 0515 ROOF DECK 1- W Iz i W F I- p E3 :313 W W APPLICATION ONLY) CHORD. WEB PLACEMENT AND Q Z W a W L m Z Z 3� Z 0 1- w Z SEE 5T-1 FOR )�/ _ INSTALLATION NOTES TOP CHORD SIZE WILL VARY. t7� [9 Z �� W �� Z Z = 0 O WWJamz -=< rz3 ! �Q W ?Eo 19WIQQ7F m1ItWE3v DBL STUD AT EACH OSB CONTINUOUS TO INSIDE (TRUSS WEBS MAY VARY) 1Q- =Z �_. Y 3z p 0 Fa' 1/16' OSB FASTENED END (HEADER KING FACE OF TRIJ55. Q Z U 4 -Nt] 01 W o Z 1114QQ WITH Sd COMMON STUDS MAY BE V . 0 W Z Q 6 —1 F I Z 0 .l NAILS SPACED 3' DBL STUD AT END ol- _ 3a CI 1- _ vv O.C. AT PANEL OF 5W) EXTERIOR ELEVATION 'Q EDSHEET NO.� GES, 6' O.C. IN THE FIELD MANUFACTURED TRUSSES m 24' W S O.C. 12d m 3' O.C. 10 Sd COMMON a 3' O.C. _l INTERMEDIATE WALL U.. Structura 1 STUDS 'Q Plans SECTION VIEW Joe No NOTE METAL TION M5LY AT END OF Az 5T050105 SHEAR)ALL 16 IN LIEU OF 2x4 NO.2 SYP BLOCKING THREADED ROD AT END OF BETWEEN TRU55ES TO SUPPORT ADDRESS, 6HEARWALL. ADDITIONAL BTM PLATE ABOVE. FASTEN a 2x6 NO2 SYP TO BOTTOM PLT THREADED ROD NOT AND TRUSS TOP CHORD OR EACH END W/(3) ]2d TOE-NAILS. TRUSS TOP CHORD231 Nauticle REQUIRED. (TYP, 2 PLACESI I/) BLOCKINGALL SIIDES OF CHIMNE P 2x6 NO2 SYP 0 t�1vd S�UtI•• ATC ROD PER PLAN AND V f 1 ATC SPECIFICATIONS, 1)' x 6' EMBEDlo z SHEET SI.MIN (U ROD. BOLT W/2' SQ 1/16' OSB FASTENED W/Sd 6 3' u Jacksonville FL WASHER 6 24' O.C. O.C. ON EDGEAND &' O.C. IN — — 2x4 NO2 SYP BOTTOM PLATE W THE FIELD. I: ,:I FASTENED TO TRUSS TOP CHORD FLOOR PLAN: A /olz X W/12d COMMON a 3' O.C. Sa r l Ids Res HDQ8-5D53 ANCHOR WITH H0Q8-5D53 ANCHOR WITH W (20)SDS 1i4'x3' SIMPSON SDS (20)SDS 1i4'x3' SIMF'SON SDS FASTEN SHEATHING TO DBL 2x4 � �� WOOD SCREWS INTO DOUBLE WOOD SCREWS INTO DOUBLE I• 'I NO2 SYP CORNER STUDS W/8d DESIGNEDr STUDS AND (1)I/a'xl2' STUDS AND (1)'lb'xl2' COMMON m 3' O.C.(TYP, 4 I• •I ANCHOR EMBED ANCHOR EMBED PLACES) 1- -+-*- * 111(o' 065 ROOF DECK -� REVI$WEGr 1"C K L L "'o olxm MANUFACTURED TRUSSES a 24' Q REVISIONS DATE 2x4 NO2 SYP BOTTOM PLATE O.C.(BELOW ROOF DECK) W ELEVATION VIE IU FASTENED TOCABLOCKINMMON N 3W �� STUDS SPACED m NO MORE THAN 0 19)' O.C.(TYP) BOLT m 24' O.C. W EXTERIOR FACE OF WALL PLAN VIEW Z 1n CHIMNEY FRAMING ANCHORAGE DETAIL _O H008-6063 W/Vb' x HDQ8-SD63 W/Zb' x 12' EMBED ANCHOR PLAN VIEW 12' EMBED ANCHOR (AT BOTTOM PLATE) , ATG, PER PLAN tL Q N HIGH CAPACITY SUJG - PLAN NOT VALID WITHOUT RED 81 NATURE AND O R ED BEAL J , e owl it $IP. ��, 11 I, w L< y3 Q✓� X LU A- JEFFRE . ARNES t' P.WY NN, l`58544P\" Cr - 0 • �pffaL•�� ''►rlrrrrr�'''' ABSOLUTE ARCHITECTURAL DESIGN SARLES R SID NC V ✓ SHEET INDEX A 1 .0 COVER SHEET A 4.01 FOUNDATION, PLAN, ELECTRICAL SQUARE FOOT SCHED. -' TO TA L A = W A 5.01 EXTERIOR ELEVATIONS ADDITION 432 sq. ft. v o = A 5.02 INTERIOR ELEVATIONS W >� Q o mW CO W W W OC U U) � Z J QO Z � NU z Ln 67) W m w AIJGy '9- ,l) ti tL mC6Ld BY: Z N p W ~ z = Q 0 _ Q � m GENERAL NOTES w g � W 4— w U J D m m U -i _7 L O ~ o 1 ) DO NOT SCALE THESE DRAWINGS WRITTEN DIMENSIONS 00 AND NOTES SHALL CONTROL. CONTACT THE DESIGN TEAM Q WITH ANY CONFLICTS IN THE PLAN BEFORE BEGINNING WORK. I— O 2) ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT z MATERIALS AND PERFORM ALL WORK NECESSARY, INDICATED, issued: REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH 08/02/2005 JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. - revisions: date: drawn by: M X 3) IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, N C.A.B.O. ONE AND TWO FAMILY DWELLING CODE (1995 EDITION g O designed by: WITH 1996/1997 AMENDMENTS). 1996 N.E.C. AND ALL �� d z drawn by: TB S' checked by: TR APPLICABLE LOCAL REGULATIONS. '10 �b�/ date: 08/02/2005 sheet: UL w 160 O z 50 _ 1X2 19 1 „ 5' - 54„ 8, _ 4,Y4„ 3 _ 52» 14' - 52„ - - - - - - - - - - - - - - ARCHED OPENING ARCHED OPENING ^ I 3068 FOR NEW INTERIOR ^ ELEVATIONS REFER d- TO 02/5.01 o I I o I I I ^ I N I 6°68 4" CONC ZSLAB W/ FIBER MESH OVER 6 NEW HOUSE ^ MIL VAPOR BARRIER OVER CLEAN, I O lJ 0 ^ 0 0 I WELL—COMPACTED TERMITE 0 ADDITION I I I RESISTANT TREATED FILL (TYP) I I ^ 1 23'-5' x 17'-8 1/2" 00 00 1 ' — 0" 1 ' — 0" I 00 °O �o o d- I I I I I N I I o FIREPLACE L -- - --- - - -- - I� 3050 J050 3050 3050 W Uj - Z 0U -- - - W J W 00 CO W -� J 19 2' — 3�2 1 1 2 — 3Y2 „ „ „ (4 �— > 3, _ 6 >> 3 _ 2Y2 6 ' - 0", 3 - 2�2 3, - 6 „ 9 0 6 0 9 0 W QZ - OAC z O 24' 0" Q M Y 24) - 0)) Q ro FLOOR PLAN rO 2 FOUNDATION PLAN 50 1Y2 (MONOLITHIC) 3/8" = 1 '- 0" - 8„ 5, _ 1Y4- „ 8, - 4/ „ 3, - 1 / „ 6 ' - 5/ „ 8, - 0„ QD ' 4 12 2 O 18 - 5r� ulN W m u- Ln J U ___- - - - - - - - - - - - - - - - - - - D Cm CD ►via £ - - - - - �r�a £ I— O LLJU EXISTING DOOR, TO BE EXISTING WINDOW, TO BE FOR EXISTING INTERIOR \ I REMOVED FOR NEW REMOVED FOR NEW ELEVATIONS REFER CONSTRUCTION CONSTRUCTION TO 01/5.01 N 0 TE: EXISTING WALL CONDITION / \ \ / = Q g Ln FOR ALL DIMENSIONS, WITH NEW ADDITION \\ \\ / \ _ _ — W , o< DOORS AND WINDOW INFO. — — — _ _ _ \ / / J D m 2 Ln ON NEW ADDITION REFER � IT " \\ �� U) (�� TO FLOOR PLAN LAYOUT 01 . / \ \ � � Z � (n issued: 1\ � 08/02/2005 NEWHOUSE \ revisions: ADDITION \ M date: drawn by: 23,-5" x 17'-8 1/2" x N designed by: O drawn by: TB z checked by: TR / date: 08/02/2005 z FLOOR PLAN 3: sheet: �03 v EXISTING WALL Q 0 3/8 = 1 — ° 04 ELECTRICAL PLAN `_ 6i 001 3/8 = 1 —O Z - 1 12 12 6 � 6 0 O 0 8'-0" WALL HEIGHT 6'-B" WINDOW HDR HEIGHT 0'-0" FIN. FLOOR EXISTING WALL WALL FINISH ON FIREPLACE, FINISH EXISTING WALL ---/ CONDITION NEW ADDITION TO BE DETERMINED CONDITION BE DETERMINED J W (!j r FRONT ELEVATION vZ o = LLJ > Q 3/8 = V-011 !2 m W CO W J 1 U -j � t_ W � Z j eg ZOO U) N U z � rU UJ N Wlu m '� 12 12 C6 N 6 6 �-- o LU O = � z UQ IL � 0 HEIGHT"' WALL 8'-0" WALL HEIGHT 8 -0 _ _ _ Q O ' w gtn 6'-8" WINDOW AND _ _ 6'-8" DOOR_HDR_HEIGHT _ Ui w DOOR HDR HEIGHTF\— Q J O V) O z U) issued: O Fl 11 F- . 08/0212005 revisions: 0'-0" FIN. FLOOR— 0'-0" FIN. FLOOR— co date: drawn by: X EXISTING WALL WALL FINISH ON FIREPLACE, FINISH FIREPLACE, FINISH WALL FINISH ON EXISTING WALL N CONDITION NEW ADDITION TO BE DETERMINED BE DETERMINED TO BE DETERMINED NEW ADDITION designed by: CONDITION �- O BE DETERMINED drawn by: TB z checked by: TR date: 08/02/2005 ro T LEFT ELEVATION K002 RIGHT ELEVATION z 3 8" = 1 '-0" - � sheet: / 3/8„ - 1 ,- 0„ Q LL w 5001 O zI I 8'-0" WALL HEIGHT 6'-8" ARCHED OPENING HEIGHT II 5 - 1Y4. 3 - 1 �2II . u.. II II W {n II II Z U 0 II II W > Q II II 0 J W m CO II II W W 0'-0" FIN. FLOOR Zi U) j > EXISTING WALL NEW ADDITION (2) NEW ARCHED NEW ADDITION W Z CONDI TION WALL OPENINGS WALL JZ O � tiY U) N V NEW INTERIOR rO WALL ELEVATION 3/8 Z � W m LL Q J tm J U J C6J U O - W ~ z L Q 8'-0" WALL HEIGHT Q U �- — w g 'Ln) 6'-8" WINDOW AND DOOR — — — — Uj LU HDR HEIGHT 1 U Q U) 0~ O m �. I- Q I- O z U) issued: 08/02/2005 revisions: C0 0'-0" FIN. FLOOR CO date: drawn by: EXISTING WALL EXISTING DOOR, TO BE EXISTING WINDOW, TO BE X CONDITION REMOVED FOR NEW REMOVED FOR NEW d' CONSTRUCTION CONSTRUCTION N � designed by: 0 drawn by: TB z checked by: TR date: 08/02/2005 z EXISTING EXT. sheet: Q 01 WALL ELEVATION 0 H 5 ,902 O Z . 8'-0" WALL HEIGHT 6'-8" ARCHED OPENING HEIGHT II 5 - 1Y4. 3 - 1 �2II . u.. II II W {n II II Z U 0 II II W > Q II II 0 J W m CO II II W W 0'-0" FIN. FLOOR Zi U) j > EXISTING WALL NEW ADDITION (2) NEW ARCHED NEW ADDITION W Z CONDI TION WALL OPENINGS WALL JZ O � tiY U) N V NEW INTERIOR rO WALL ELEVATION 3/8 Z � W m LL Q J tm J U J C6J U O - W ~ z L Q 8'-0" WALL HEIGHT Q U �- — w g 'Ln) 6'-8" WINDOW AND DOOR — — — — Uj LU HDR HEIGHT 1 U Q U) 0~ O m �. I- Q I- O z U) issued: 08/02/2005 revisions: C0 0'-0" FIN. FLOOR CO date: drawn by: EXISTING WALL EXISTING DOOR, TO BE EXISTING WINDOW, TO BE X CONDITION REMOVED FOR NEW REMOVED FOR NEW d' CONSTRUCTION CONSTRUCTION N � designed by: 0 drawn by: TB z checked by: TR date: 08/02/2005 z EXISTING EXT. sheet: Q 01 WALL ELEVATION 0 H 5 ,902 O Z . - 1 12 12 6 � 6 0 O 0 8'-0" WALL HEIGHT 6'-B" WINDOW HDR HEIGHT 0'-0" FIN. FLOOR EXISTING WALL WALL FINISH ON FIREPLACE, FINISH EXISTING WALL ---/ CONDITION NEW ADDITION TO BE DETERMINED CONDITION BE DETERMINED J W (!j r FRONT ELEVATION vZ o = LLJ > Q 3/8 = V-011 !2 m W CO W J 1 U -j � t_ W � Z j eg ZOO U) N U z � rU UJ N Wlu m '� 12 12 C6 N 6 6 �-- o LU O = � z UQ IL � 0 HEIGHT"' WALL 8'-0" WALL HEIGHT 8 -0 _ _ _ Q O ' w gtn 6'-8" WINDOW AND _ _ 6'-8" DOOR_HDR_HEIGHT _ Ui w DOOR HDR HEIGHTF\— Q J O V) O z U) issued: O Fl 11 F- . 08/0212005 revisions: 0'-0" FIN. FLOOR— 0'-0" FIN. FLOOR— co date: drawn by: X EXISTING WALL WALL FINISH ON FIREPLACE, FINISH FIREPLACE, FINISH WALL FINISH ON EXISTING WALL N CONDITION NEW ADDITION TO BE DETERMINED BE DETERMINED TO BE DETERMINED NEW ADDITION designed by: CONDITION �- O BE DETERMINED drawn by: TB z checked by: TR date: 08/02/2005 ro T LEFT ELEVATION K002 RIGHT ELEVATION z 3 8" = 1 '-0" - � sheet: / 3/8„ - 1 ,- 0„ Q LL w 5001 O zI I 50 _ 1X2 19 1 „ 5' - 54„ 8, _ 4,Y4„ 3 _ 52» 14' - 52„ - - - - - - - - - - - - - - ARCHED OPENING ARCHED OPENING ^ I 3068 FOR NEW INTERIOR ^ ELEVATIONS REFER d- TO 02/5.01 o I I o I I I ^ I N I 6°68 4" CONC ZSLAB W/ FIBER MESH OVER 6 NEW HOUSE ^ MIL VAPOR BARRIER OVER CLEAN, I O lJ 0 ^ 0 0 I WELL—COMPACTED TERMITE 0 ADDITION I I I RESISTANT TREATED FILL (TYP) I I ^ 1 23'-5' x 17'-8 1/2" 00 00 1 ' — 0" 1 ' — 0" I 00 °O �o o d- I I I I I N I I o FIREPLACE L -- - --- - - -- - I� 3050 J050 3050 3050 W Uj - Z 0U -- - - W J W 00 CO W -� J 19 2' — 3�2 1 1 2 — 3Y2 „ „ „ (4 �— > 3, _ 6 >> 3 _ 2Y2 6 ' - 0", 3 - 2�2 3, - 6 „ 9 0 6 0 9 0 W QZ - OAC z O 24' 0" Q M Y 24) - 0)) Q ro FLOOR PLAN rO 2 FOUNDATION PLAN 50 1Y2 (MONOLITHIC) 3/8" = 1 '- 0" - 8„ 5, _ 1Y4- „ 8, - 4/ „ 3, - 1 / „ 6 ' - 5/ „ 8, - 0„ QD ' 4 12 2 O 18 - 5r� ulN W m u- Ln J U ___- - - - - - - - - - - - - - - - - - - D Cm CD ►via £ - - - - - �r�a £ I— O LLJU EXISTING DOOR, TO BE EXISTING WINDOW, TO BE FOR EXISTING INTERIOR \ I REMOVED FOR NEW REMOVED FOR NEW ELEVATIONS REFER CONSTRUCTION CONSTRUCTION TO 01/5.01 N 0 TE: EXISTING WALL CONDITION / \ \ / = Q g Ln FOR ALL DIMENSIONS, WITH NEW ADDITION \\ \\ / \ _ _ — W , o< DOORS AND WINDOW INFO. — — — _ _ _ \ / / J D m 2 Ln ON NEW ADDITION REFER � IT " \\ �� U) (�� TO FLOOR PLAN LAYOUT 01 . / \ \ � � Z � (n issued: 1\ � 08/02/2005 NEWHOUSE \ revisions: ADDITION \ M date: drawn by: 23,-5" x 17'-8 1/2" x N designed by: O drawn by: TB z checked by: TR / date: 08/02/2005 z FLOOR PLAN 3: sheet: �03 v EXISTING WALL Q 0 3/8 = 1 — ° 04 ELECTRICAL PLAN `_ 6i 001 3/8 = 1 —O Z ABSOLUTE ARCHITECTURAL DESIGN SARLES R SID NC V ✓ SHEET INDEX A 1 .0 COVER SHEET A 4.01 FOUNDATION, PLAN, ELECTRICAL SQUARE FOOT SCHED. -' TO TA L A = W A 5.01 EXTERIOR ELEVATIONS ADDITION 432 sq. ft. v o = A 5.02 INTERIOR ELEVATIONS W >� Q o mW CO W W W OC U U) � Z J QO Z � NU z Ln 67) W m w AIJGy '9- ,l) ti tL mC6Ld BY: Z N p W ~ z = Q 0 _ Q � m GENERAL NOTES w g � W 4— w U J D m m U -i _7 L O ~ o 1 ) DO NOT SCALE THESE DRAWINGS WRITTEN DIMENSIONS 00 AND NOTES SHALL CONTROL. CONTACT THE DESIGN TEAM Q WITH ANY CONFLICTS IN THE PLAN BEFORE BEGINNING WORK. I— O 2) ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT z MATERIALS AND PERFORM ALL WORK NECESSARY, INDICATED, issued: REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH 08/02/2005 JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. - revisions: date: drawn by: M X 3) IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, N C.A.B.O. ONE AND TWO FAMILY DWELLING CODE (1995 EDITION g O designed by: WITH 1996/1997 AMENDMENTS). 1996 N.E.C. AND ALL �� d z drawn by: TB S' checked by: TR APPLICABLE LOCAL REGULATIONS. '10 �b�/ date: 08/02/2005 sheet: UL w 160 O z CONTINUOUS LATERAL BRACE. QUANTITY AND LOCATION DEFINED IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, BY TRUSS SHOP DRAWING. DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE) (1) DIAGONAL BRACE PER (4) TRUSSES � (l) DIAGONAL BRACE PER (4) TRUSSES APPLIED TO BACK SIDE OF WEBS APPLIED TO BACK SIDE OF WEBS ii Q l/16' OSB ROOF DECK NAIL 6' O.0 ON EDGES, 12' O.G. IN FIELD (UNO) 6� I I WITH Sd COMMONS. I I II 1 I•I N II N I'I N II cn ROOF TRUSS OR I TRUSS TO TOP PLATE: T-BRACE FASTENED TO i. TRUSS TO TOP PLATE: PRE-ENGINEERED 51MP50N H8 W/00)10d SIMPSON MT612 W/(14)10d RAFTERS WEB W/12d AT (o' O.G. I•I u- :3 T-BRACE TO BE SAME—' II SIZE, SPECIES, AND GRADE. AS WEB TO BE BRACED. i.i I I O (h ATC m 48' O.G. SEE FRAMING I I AND ATC SPEC FOR I IaL INSTALLATION NOTES, X DOUBLE 2x4 NO2 SYP TOP PLATE APPLIED t0 FRONT SIDE OF WEBS i,i 4 U LL EXTERIOR WALL ASSEMBLY FASTENED W/(2) ROWS 10d16' O.C. I I Q CAPACITY = 1000"/TRUSS UP STAGGERED (UNO).MIN 4S' LAP (TRUSSES AT 24' O.G.) WITH (24)10d IN LAP. AUJ N INTERIOR WALL A55EMBLY Q N CAPACITY = 124•/TRUSS UP (TRU55E5 AT 24' O.C.) LU l/I6' OSB OVER 2x STUDS 4BUSS NEEDING BRACING : (SEE ST-I 4 PLAN FOR STUD C) SIZE, SPECIES AND � •� SPACING)FASTEN 055 W/8d ATG a 48' O.G.SEE FRAMING AND ATG TRUSSES NEEDINCs BRACING SINGLE TRU55 5RACING 3' O.G.ON EDGES, 12' O.C. IN SPEC FOR INSTALLATION NOTES. 2x4 SPF STUDS AT 16' O.C. LEGEND AND NOTES: 73 FIELD. _ 1. ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE, SHALL BE LATERAL BRACING MULTIPLE TRUSSES 1x4 No. 3 SYP OR BETTER OR 2x4 No. 3 SPF OR BETTER(UNO). Q) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE 6l INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. Q (D X SEE ALL-THREAD SPEC 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED FOR INSTALLATION TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE 2: REQUIREMENTS INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER 4. ALL FASTENERS SHOWN ARE 0.131' DIA x 3' LONG (UNO). 1~ — O 2x4 NO2 SYP PT BOTTOM PLATE SEE ALL-THREAD SPEC 2x4 N0.2 SYP PT BOTTOM PLATE N FOR INSTALLATION ' REQUIREMENTS r FINISH GRADE r �t FOUNDATION AND SLAB PER CONCRETE SECTIONS AND CONCRETE NOTES r N W z N ATC TYPICAL WALL SECTION (LOAD BEARING) QL i 10 W m x Z 40 mW OZw� 2 WI` 60 %5 9002 Pzu111 9 mmedaw W QrWW ZOp14m <mNIL l/I6' OSB FASTENED W/Sd a 3' b W m 5w 0 m W b 0 m - 0 SINGLE 2x4 NO2 SYP TOP PLATE. O.C. ON EDGEAND 6' O.C. 11 SINGLE 2x4 NO2 SYP TOP PLATE. 0 0 m a W W t 0IL Y W Z- ow THE FIELD. (� za L . 2W �_Wmn0 � W 1/16' OSB FASTENED W/Sd m 3' a FD1 W a 0 W I'= x W Z v O.C.ON EDGEAND 6' O.C. IN FASTEN 5HEATPING TO DBL 2x4 O I,. 1-- 04 o m o�o Z Ih. m Z E 0 THE FIELD. U o Zt7. m4 - 5dj5 < m NO2 SYP CORER STUDS W/ p W W FASTEN SHEATHING TO DBL 2x4 COMMON m 3' O.C.(TYP, 4 t7 a W cWi x Z W W ., m p< f w MST 24 EACH/02) 10d END STUDT . O W W Z I- W 4 a W m L W 2 NO2 SYP CORNER STUDS W/Sd PLACES) Z Q w 0 I. O- OZ COMMON a 3' O G. (TYP, 4 x16 (I-STORY PLACES) MANUFACTURED TRUSS TOP 1/16 0515 ROOF DECK 1- W Iz i W F I- p E3 :313 W W APPLICATION ONLY) CHORD. WEB PLACEMENT AND Q Z W a W L m Z Z 3� Z 0 1- w Z SEE 5T-1 FOR )�/ _ INSTALLATION NOTES TOP CHORD SIZE WILL VARY. t7� [9 Z �� W �� Z Z = 0 O WWJamz -=< rz3 ! �Q W ?Eo 19WIQQ7F m1ItWE3v DBL STUD AT EACH OSB CONTINUOUS TO INSIDE (TRUSS WEBS MAY VARY) 1Q- =Z �_. Y 3z p 0 Fa' 1/16' OSB FASTENED END (HEADER KING FACE OF TRIJ55. Q Z U 4 -Nt] 01 W o Z 1114QQ WITH Sd COMMON STUDS MAY BE V . 0 W Z Q 6 —1 F I Z 0 .l NAILS SPACED 3' DBL STUD AT END ol- _ 3a CI 1- _ vv O.C. AT PANEL OF 5W) EXTERIOR ELEVATION 'Q EDSHEET NO.� GES, 6' O.C. IN THE FIELD MANUFACTURED TRUSSES m 24' W S O.C. 12d m 3' O.C. 10 Sd COMMON a 3' O.C. _l INTERMEDIATE WALL U.. Structura 1 STUDS 'Q Plans SECTION VIEW Joe No NOTE METAL TION M5LY AT END OF Az 5T050105 SHEAR)ALL 16 IN LIEU OF 2x4 NO.2 SYP BLOCKING THREADED ROD AT END OF BETWEEN TRU55ES TO SUPPORT ADDRESS, 6HEARWALL. ADDITIONAL BTM PLATE ABOVE. FASTEN a 2x6 NO2 SYP TO BOTTOM PLT THREADED ROD NOT AND TRUSS TOP CHORD OR EACH END W/(3) ]2d TOE-NAILS. TRUSS TOP CHORD231 Nauticle REQUIRED. (TYP, 2 PLACESI I/) BLOCKINGALL SIIDES OF CHIMNE P 2x6 NO2 SYP 0 t�1vd S�UtI•• ATC ROD PER PLAN AND V f 1 ATC SPECIFICATIONS, 1)' x 6' EMBEDlo z SHEET SI.MIN (U ROD. BOLT W/2' SQ 1/16' OSB FASTENED W/Sd 6 3' u Jacksonville FL WASHER 6 24' O.C. O.C. ON EDGEAND &' O.C. IN — — 2x4 NO2 SYP BOTTOM PLATE W THE FIELD. I: ,:I FASTENED TO TRUSS TOP CHORD FLOOR PLAN: A /olz X W/12d COMMON a 3' O.C. Sa r l Ids Res HDQ8-5D53 ANCHOR WITH H0Q8-5D53 ANCHOR WITH W (20)SDS 1i4'x3' SIMPSON SDS (20)SDS 1i4'x3' SIMF'SON SDS FASTEN SHEATHING TO DBL 2x4 � �� WOOD SCREWS INTO DOUBLE WOOD SCREWS INTO DOUBLE I• 'I NO2 SYP CORNER STUDS W/8d DESIGNEDr STUDS AND (1)I/a'xl2' STUDS AND (1)'lb'xl2' COMMON m 3' O.C.(TYP, 4 I• •I ANCHOR EMBED ANCHOR EMBED PLACES) 1- -+-*- * 111(o' 065 ROOF DECK -� REVI$WEGr 1"C K L L "'o olxm MANUFACTURED TRUSSES a 24' Q REVISIONS DATE 2x4 NO2 SYP BOTTOM PLATE O.C.(BELOW ROOF DECK) W ELEVATION VIE IU FASTENED TOCABLOCKINMMON N 3W �� STUDS SPACED m NO MORE THAN 0 19)' O.C.(TYP) BOLT m 24' O.C. W EXTERIOR FACE OF WALL PLAN VIEW Z 1n CHIMNEY FRAMING ANCHORAGE DETAIL _O H008-6063 W/Vb' x HDQ8-SD63 W/Zb' x 12' EMBED ANCHOR PLAN VIEW 12' EMBED ANCHOR (AT BOTTOM PLATE) , ATG, PER PLAN tL Q N HIGH CAPACITY SUJG - PLAN NOT VALID WITHOUT RED 81 NATURE AND O R ED BEAL J , e owl it $IP. ��, 11 I, w L< y3 Q✓� X LU A- JEFFRE . ARNES t' P.WY NN, l`58544P\" Cr - 0 • �pffaL•�� ''►rlrrrrr�''''