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Plans 354 5th St 2011 new SFR j j, iv� Y Z - 1h, M A 0 F S U R V E Y gi, LOT 23, BLOCK 6, PLAT K�10- 1, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT 'v, BOOK 5, PAGE 69 OF TH9: CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 01 IF` 'K 5� -TREET 0 pUBLIC ROAD SjjE BENCIAMARK AND DISC 0 01 FIFTH WAY p AVE -Aq 68 E-f MAG NAIL WOOD S11 9.6b E 4 IGHf OF DE 01` NEAR N pOWER FULr- T 23 fg U� Ll CORNER 21 NGVD 9 W-0 985 ELEV VEmFNT g,85 ATION 1929. CRETE POLE 6 550 kPRON 00 WALK �r, . I I rn CID IRON Nt;Kr- _0o, UNO i-/�F > U LB 6715 fl 9.48 5() LID FIELD '40' 19.4 IRON. 9 5 1/2 N83 FOUN 0 CAP PIPE. 0 9 ALM T, 9.6 012*PALM! 0 -PALO 9-14AGNOL, 12�PALM ;;0 0 0 9.9 09*0 9.r P ALM j 26'LIVE rn yk _0 127PALM 0 ),/9.8 ,-PALM c 9-9 0 10.4 9.8 Ln 0 Ln D 10 2.0 4�O 9.4 P ALM mo 9.8/ SCALE: 1 20' ALM 00 101116 0 cL LJ m C) 01 ALVA 00 "s 12"PALM f! T 23 0 0 9-MAPLt. LO C) �f P ALM 104(on OD 0.1 10.4 41 .2 (:�2278 8-pALM 9 (o 2 X 0 IQ 13*?ALM As-PxLM Q C) rrj 0- 3r P ALVA P�, 13rPALMO 6 0 s, 14'PAVIA 13*PALM i Tr 0 0 %!5P*LM0 0 -M i27PP" 100 9.4 d P ALU at 9.7 3f OAK R, OOT\ 011-PALM BALL -PALM 0 0 m 'PALM 0 21 t 12."P ALM 10-0 L07 V-PALM 0 Q) 0 4.?ALM 0 9.0 Is"PALM T I 717� LO �D REMAINS M C) 4P XL T ONCRE­It� 0 FOUNDAItUNI 111,q WZ0111� 0.1 0.1. OR�2) J, 0 WALL 10-C ETAINING $ 0).A' CONCRETE R _u 6-1-/2." IRON Lj3 Y, .3 s Pool 50-00' /-Z-IR -rcmD-1 0.13' FIELD P No CAF IPE, SB3'5b�)J 4!C"AIN LINK FENCE LOT 22 L LOT 24 L07 26 91 THE PROPERTY SHOWN HEREON APPEARS TO LINE IN FLOOD NOTES: ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" LOCATION. COMMUNITY-PANEL NUMBER 120075 0001 D REVISED APRIL BEARINGS BASED ON THE EAST LINE OF LOT 23 A�§ BEING 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL S06*18'00"E AS PROJECTED FROM BOWERY'S REPL*1T- PLAT COUNTY, FLORIDA. BOOK 20, PAGE 22. NO BUILDING RESIRICTION LINES AS PER PLAT. Bf-NCHMARK ELEVATIONS BASED ON NGVD 1929. REFERENCE IS THE SOUTHEAST CORNER OF A DROP INLET IN -�H E �H CENTERLINE OF FIFTH STREET AT RESIDENCE No. S-73. ELEVATION 9.14 NGVD 1929. THIS SURVEY WAS MADE FOR THE BENEFIT OF MITCH HUNT. TREES SHOWN AS TREE(2) DENOTES A TREE WITH VULTIPLE it TRUNKS. "NOT VALID WITHOUT THE SIGNATURE AND THE 144' DO W. '430 1" P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED fl FLORIDA,LIC._130 OR and MAPPER No. LS 3295 SURVEYOR AND MAPPER. FLORIDA Lld.'SU�VDYING & MAPPING BUSINESS No. LB 3672 f CHECKED BY: DATE: BOATWRIGHT LAND SURVEYORS, INC. SEPTE MBER 15, 2010 DRAWN BY: MCC -055 ')RIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF 2010 6 1500 ROBERTS D FILE: 8 ic,&ola 6y& r �i T R E E T HUNT RESIDENCE LOT 23 5th STREET ATLANTIC BEACH, FLORIDA iO.05' FIELD) PRE DEVELOPMENT AREAS: LOT 7,500 S.F. IMPERVIOUS INCLUDES: EXISTING DRIVE, WALKS, TOTAL IMPERVIOUS 750 S.F. = .10 20' B�L UA DESCRIPTION AREA LOT AREAk (SQ. FT.) (SQ. FT.) PROPOSED STORAGE AREA - DRIVE IMPERVIOUS 750 7500 kK C PERVIOUS 6750 7500 0 EXFILTRATION = 378 S.F. x 2' DEPTH x 30% = 227 CU. FT. RUNOFi RETENTION = 378 S.F. x 4" DEPTH x .5 63 CJJ. FT. PRE DEVELOPMENT RUNOFF VOLUME 0.28 x 7,500 S.F. x �9.3 in. 12 in ------- V 1,628 cu. ft. TOTAL STORAGE 290 CU. FT. r------- ---------------------- ----------------- L-----------–---------------- r- ---------–-------------- POST DEVELOPMENT AREAS: LOT 7,500 S.F. -------------- r-----------–----------------- BUILDING AREA 2,637 S.F. DRIVEWAY & WALK 1,110 S.F. 1w LL ------ 60 Clq TOTAL IMPERVIOUS 3,747 S.F. = .50 % 0) �llpl� I�111V'4"�r4l V Cl DESCRIPTION AREA LOT AREAk (SQ. FT.) (SQ. FT.) C IMPERVIOUS 3747 7500 1 C FtkVIOUS 3753 7500 L RUNOF ol Z99PALhI > NEW HOME, DETACHED GARAGE AND DRIVEWAY. POST DEVELOPMENT RUNOFF VOLUME 0.60 x 7,50 S.F. N 9.3 in. 12 i 0909PAL", V 3,488 cu. ft. C)l 4"PALM DELTA VOLUME 3,488 - 1,628 1,860 cu. ft. WERE— STORMWATER STORAGE REQUIREMENII-S S AREA % IMPE PREDEVELOPMENT 7,500 s.f. 10 % POST DEVELOPMENT 7,500 s.f. 50 % -------- --- --- 5' BRL STORAGE VOLUME REQUIRED: STORAGE VOLUME PROVIDED: FIELD) lo"CHER )0.1 RY arJ itocWral 5�e plan SCALE 1'":ft 101-00 op 121 L 18'-9" 4!-3m r-ow Z-00 15'-0" Ion. 1 V-20 p 7-30 Y-6- 31-60 91-100 PVC BAHAMIAN OBS SHUTTERS. A6 I 2020L H H Cb 71 ——————--———— —————— ------- -------- 9?�CLG ;t m TONI N 9 C-4 &D Z. CLOSE 00 11 9'CLG 2666 2668 - 8 OFFICF 0 9'CLG z R TALL NC TE: BEDROOM TO HAVE-Al L STONE WINDOW WITH Alk( LEAR BATH #2 CAB Z E ESS OPENING OF 5.7 SO- -T,WITH 9CLG MASTER Ixt MI IMUM DIMENSIONS OF:?A" IN HEIGHT co PORCH A 20"IN WIDTH. 9 9 N ;t 9'PLATE i ;T 04 L 41-1" 214" 41" 514" L 91-8" dp MASTE ;t A'WALr B E D R C.4 LI EN 9'CLG 3066 2866 41068 51-9" 6-5n'� Go LAUNDRY V-0- 9'CLG N HALL 9CLG .12468 1 2868 2868 Z. POCKET f-7— H 'PROVIDE SOUND INSULATION MECH AROUND MECHANICAL CLOSET #1 04%z ot 10 NOTE: BEDROOM TO HAVE AT NOTE: BEDROOM TO HAVE AT - ----- to&-% 2M %*--4p SOLID LEAST ONE WINDOW WITH A CLEAR LEAST ONE WINMW WITH A CLEAR -4 EORESS erf!NIN6 5.7 SQ.FT, EGRESS OPENINQ;OF 5.7 SO.FT,Wl' WI z CORE 24m IN T MINIMUM DIMENSWONS OF 24'IN HEI MINIMUM DIMENSIO�S OF HE NOTE: OVIDE MIRRORED AND 20m IN WIDTH. AND 20'IN WIDTHI. WALL11 HIND CABINETS, ANDNI ORED DOOR. BEDtkooM Xx V MITCH BEDROOM #4 TUB CLOSET ' #3 c4 a. -� 1 9.CLQ MASTER 91 CLG 91 CLG BATH 9' L SHOWER N_ _j C14 ui cil c%j ;0 DESK AREA T7 SEAT r6"x 37 2040 DH 20401DI TEMP GLASS 3050rH 2020 ENCLOSURE W/ ------------------- 20 TEMP GLASS NOTE:NEW STAIRS TO HAVE 7.5m RISERS DOOR. AND 100 TREADS.PROVIDE NOSING OF NOT Z-10m 21-1 T-W 4'-T L 4-3m 21-V LESS THAN 314"AND NOT MORE THAN I lbr. 6-V . — I I ,L_ PROVIDE MINIMUM 6W HEADROOM. V-0m 5'-V CONTINUOUS HANDRAIL TO BE NOT LESS 111-9" 6-51 14!-Om T-T p 131�_-jom THAN 34w AND NOT GREATER THAN 3r HIGH. PROVIDE CIRCULAR HANDRAIL MMITH OUTSIDE DIAMETER OF AT LEAST 1114" r2 5econJ floor AND NOT GREATER THAN 2". SCALE: 1/4"= V-0" SURFACES UNDER STAIRS NOTE:ALL WALL AND CEILING X, TO HAVE 112"GYPSUM BOARD. A6 67'-0" 12'-0" V-10" 1 91-0" V-Sm 2'4w 4'-2" 7-9m 4t.6m -3" T-7 21-T 9--lop. 10 L 1 V-2w 4'-8m 1-6 31 BAHAMIAN OWE SHUTTERS. I I I - ON DE Q' Pvc 305OLH AfflLWHI (2) Q QAAF H 2 LU LLILi LUZ z � tz 11 LLZ 444,-Iff-f; ................. ..... ---__--------- 0 _j C 1���Ho .......... 10,OLLG 9 Luz =1 i DROP zo AREA GUEST to 1VCLG 0 BATH #1 cl, TTr=............ 2880 BEDRg&m #1 ... .......*.......... .................... POCKET CAB IVCLG ........ 19"Xw 4'-0" WIN NOTE: BEDROC*A TO HAVE AT 2880 LEAST ONE WINftW WITH A CLEAl ------ EGRESS OPENING OF 5.7 SQ. FT,V% LIVING PANTRY R W z i I MINIMUM DIMElftIONS OF 24"IN HE zt, I- =Tl PORCH CY. I i LINE IN WIDTOH. z -————— C4 N AND 20 IV PLATE TABLE C�l 45m x 92r EWKET -TV-CABr- F ------------- 20"x6(r co 9 ED 7 36" F REF I DRINKI uJ _j x ca SOFA I REF I TABLE v- 36"x 84r 36')t 60m 7' 1"7171, MICRO/ WARM I or DEN DRAWE4__j 1VCLG 9 KITCF N CHAIR IVCLG 30"x NON VENT CABRET 17 ---------- GASFP L--- ------- 305OrH 1 (2)31r DH (2 DH L _j 51-6" 6#' 4'-611 V-9- V-6w 111-3" 18'-8" V-8" 26'-8" 12'-0" 47'4r fir5t floor SCALE: 1/4"= I'-0" !T �c I T E 1 CH 1_04� H r26. 2.: D 5'4" V401M 2W8 27 I S LID C RE CG [rill U- N'15-N-WN F72 ,.. _W l udmusaeasv'.c ar�au•ur _e; ,. ., ..:. :... ..,.,.. - i I I I i I II II I l II I II o II I t I I 11 Ir--ti /CENTRAL- VACUUM - - - - - - - I T- - - I t I =_ -- MECHr u 11 11 #2 III I II SOLID I I I I I I I �•�: � I I � � -- II u I H I I I II II I -- ---_-- '� -----J I r — _. — — _l.l t t l I I t ( I I I I I I I I t I I I I t I I L1 ---------- rl l ,I I jz I II _ iI II IT ; J tI fl I I tl fl I I I I I I I f t l I I iI II II 3 tic Ian SCALE: Tor=1' w� V-6"RADIUS FAN LIGHT 12 30 YEAR ARCHITECTURAL SHINI%LES OVER 71 CHARLIE WPIOO PEEL AND STICJK UNDERLAYMENT 7/16-OSB SHEATHING(OR PER rENGINEERING)ON PRE MANUFACTURED ROOF TP%SSES. .................... ............... CONTINUOUS GALVANIZED EAVAE DRIP ON CONTINUOUS CROWN ON .......... CONTINUOUS P.T.2"x 8"FASC14k BOARD. .......... ........... .......... ............... ........... .......................... .......... ...... CONTINUOUS CROWN -0-PIJ TE HARDI BOARD 1N x 8*TRIM BOAft ................... -------- . .... .... ...... .......... .. ................ ... ................................... ALUMINUM DRIP ON JOP OF WINDOW ...... HARDI BOARD I x 2- ON CROVVJN ON HARDI BOARD 1"x 8"TRIM BOAJjkD. ........... -------- 10-SQUARE COMPOSITE COLUhff .... ...... N 1, ...........11 ..........I PAINTED WOOD ............ OPERABLE SHUTTER . ......... ............... ............ ....... .... P.T. 1"x 2"OVER ............... u u ILI ECONI)FLOO9 P.T.2"x 1(r TRIM BAND. ---------- ............. .......... I..................... Y-Ow PLATE .......... .............. .......... .......... .......... ......... DECORATIVE BRACKET ......... ......... ............. TOP OF WINDOW HARDI BOARD LAP SIDING ON ....... ZIP WALL SHEATHING ON ..................... .......... 2*x 6"STUDS 16"O.C.- =J it z z PVC RAILING ........... L ...................... zo z z ............- I BRICK VENEER OVER W C.M.U.. TO 30"ABOVE GRADE ................................. ............... ........... IRST FLOOR --------------- I I I I I I I I I I 1"A ---------------- A-1.11 -J-1 JL t-. ............................ ... ... �.......... "Hr FINISH GRADE t riort� SCALE: 1/4" V-0" '.�3 1'4r RADIUS FAN LIGHT 30 YEAR ARCHITECTURAL SH144GLES OVER ......... CHARLIE WP100 PEEL AND STItK UNDERLAYMEN 7/16"OSB SHEATHING(OR PER ENGINEERING) I .............. PRE MANUFACTURED ROOF T*tUSSES. .................... .................. CONTINUOUS GALVANIZED EAVE DRIP ........... ON CONTINUOUS CROWN ON CONTINUOUS P.T.2"x 8"FASG)IA BOARD. .......... ............... ................. ......................... ............. .......--l-1-1--l----------------------- CONTINUOUS CROWN 9--0-P1 ATE RIM - - ---- -------------------------------- "Noun= HARDI BOARD 1"X 8*TRIM BO#AD ........... ............. .......... ..... ................ ............ .................. .................... .................................------ ------ ALUMINUM DRIP ON TOP OF WINDOW HARDI BOARD 1"x 2" ON CROOIN ON HAREX BOARD 1"x 8"TRIM BONRD. ....... ...... . ........- 10"SQUARE COMPOSITE COLUAAN. .......... ....... ........... ;p .............. ............................................ zo P.T. I*x 2'OVER SECO14D FLO�q,.. ........... ................ P.T.T x 10"TRIM BAND. ----------------------- - - - .......- ...............- 10'-O"FILATE .............. .......... ......... .......... ......... ........... DECORATIVE BRACKET -------------- TOP OF WINDOW ...... HARDI BOARD LAP SIDING ON ZIP WALL SHEATHING ON ............ ...... 2n x 6w STUDS @ 16a O.C.. ........................ 91 PVC RAILING 60 BRICK VENEER — -------- OVER ir C.M.U.. ........... ...... TO 30"ABOVE GRADE ........... FIRST FLOOR . ....... FINISH GRADE I LLLI I I r2 50ut� olevc-tion �3 SCALE: 1/4" T-0" ............ .......... t z ........k nil I 3 4 - .----.-.-- - - - . � � �1, - I � � � " 1 12 7 � 1-11 N11 r '�) I 11 I 11 I 11 I-,,.,-- I �...�....I........­....�.......... 11 1.11,11,11111.11,111,l"..,.""�-",--.-- I I - .­....­... ­­ -.;Q;;;;=---- - A - I 1111111111 mismilmillilmillimil . ----�--------�-------------------I -_ II I �................_...._..._.................__..... . --. 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I I r � _______ - I - 7 12 ATTIC STORAGE AREA 7 SPRAYED FOAM INSULATION SMOOTH FINISH ON 1/2w DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURkL MEMBERS AND CONNECTIONS. 1/2"DRYWALL�ON 2*x6m STUDS @ 16'O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS LL 0 0 l'-4"DEEP FLOOR TRUSS (SEE STRUCTURAL) ������S�11MOOTH FINISH ON 114 30 YEAR ARCHIITECTUIRAL SHINGLES QIVER Tyl CHARLIE WPIOO PEEL AND STICK UNDERLAYMENlr ON 1/2m DRYWALL CEILING 7/16'OSB SHEATHING(OR PER ENGINEERIN%)ON PRE MANUFACTURED ROOF TRUftES. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2"DRYWALL ON 2ox6m CONTINUOUS GALVANIZED EAVE-IbRIP STUDS @ 16-O.C. ON CONTINUOUS P.T. I-X&ON CONTINUOUS P.T.Z"x 6" R-19 FIBERGIJkSS BATT INSULATION BETWEEN STUDS 1/2" HARDI BOARD SlfbING AN V_ 2"x 4*P.T. BLOQJKING ao HARDI BOARD V x 8*TRIM BQbARD 0 z HARDI BOARD LAP SIDIW ON U. ZIP WALL SHEATHING ON 0 CL 2"x 6"STUDS @ 16NO.C.. 0 WOOD BASE-AS PER BUILDER SPECIFICATIONS. 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H� 1, cl- w 'F" 4� f t -&N -4 CONCRETE SLAB wrff 6x6 W1.4x1.4 WNF OR FIBERMESH OVER CLEAN,COMPACT,TREATED FILL. 6 MIL VAPOR BARRJER NVERING A A 6r-(r 13'-W 24'-(r 4'-(r &-(r X K'� 2W-3" w4r L 5 ---------- ---- -------------- ------- --------------------------- ------—---—— ------------------------- --------------- --- -------- r- ------ r ------------ zo T 0 1 -7 i; i i i &P I I 1 1 p 0 1z' i I I I i I - ----------------- MINE m� -- -------- q, ------------ ---- ------ IL i L-------- ---------- I cm 03 '4N Ill 1, 'j i"'4 ILL--- ---------- -------------I --\OR/- I ------------ I I J! I I 4"CONCRETE SLAB NTH 6X6 W1.41.4 WNF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN,COMPACT, EMBEDDED STRAP AT GNWA DOOR OPENING ----- ------ SEEWM'PON§kl to SD-1 I ------------------------ -- ------------ --—----—--------------------------------- -------— ----- IX REM 4T1 FOR COUDE CON ii Cny OF A1-T4NT1 BE SEE PP-RMM 14OR Z REQUMEMENIS �J n7ONS. REV&7WMBy.. foundation pla, DATE: IFY&LDIMEMMIONS FLOW 1AN PRIOR CTION. �Y' Ru EN A09ONVUL FL CSffMTE R—Pwm"w F.P%)=W s r 4 A I A i�i1, 1 i i� IN RAIL NOTES: Glf*E ED DESIGN SPECIFICA71ONS: 8. All concrete slabs on grade shall be the thiftness -The scope of these plans Is limited to the structural requirements of this project. as Indicated or o 1. K �t Project has been designed In accordance with the 2007 Fl rida Building Code, I minimum 6 mil.polyethylene(visqueen)40or barrier.Slabs shall Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, Residential,and the Florida Building Code, Existing Building(as applicable),with th a 03nd flashing requirements are not addressed in these plans. 6x6 W1.4x1.4 WWF lapped 8"at edges anVj ends In conformancE 2009 supplements. or fibermesh reinforcement shall be used Wilth minimum 2"fiber le complying with ASTM C1 116(u.o.n.). i "J 2. lit is the intent of the Engineer of Record(Engineer)that this work be performed in DESIGN CRITERIA: nformance with all requirements of the authorities having jurisdiction over this type (co 9. Slabs on grade shall bear on structural fill VhIch shall be clean se (of construction and occupancy. -05 Wind Design Method ASCE 7 (Enclosed Structure) other deleterious material.Structural fill sh*II be compacted to a c Basic Wind Speed: 120 mph -The contractor Is responsible for the means and methods of construction. It is th a 95%of the Modified Proctor Maximum DrYf bensity(ASTM D1 551 3. Building Category: 11 (contractoes sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab Is placed. Wind Importance Factor: 1.0 m nent parts during Lbracing as to Insure the safety of the building and Its co po re: C (Opening protection required) Wind Exposu (construction. 10. Footings may bear upon undisturbed SOII 0Jr upon structural fill. S Buflding Classification: Residential compacted to a density of at least 95%Of tthe Modified Proctor M4 Building Type: Type V Construction (ASTM D1 557)for a depth of at least two f*et(7-0")below the bc Wind-Bome Debris: Located In the wind-borne debris region 4. -The contractor shall verify all conditions and dimensions at the job site prior to (commencing work. Unless otherwise noted,project site considerations shall be the responsibility of the 11. The following minimum concrete cover sheAll be provided fbr rel 5. -The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and Perrnf%nently exposed to ear owner and/or contractor. Examples of such items Include,but shall not be limited to, ates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or wQj-aftr determination of grade elevations,drainage features,and special requirements rrequired to attach and accommodate other work. 1 Y2'Concrete not exposed to earth Pfrweather associated with FEMA flood hazard and/or DEP zones. 12. All continuous reinforcing steel in concret%thall be lap-spliced wi 6. �All details and sections shown on the structural drawings are Intended to be typical DESIGN DEAD LOADS: And shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: #4 bars: 21"minimum Where Indicated otherwise. Floors: #5 bars: 26"minimum The design floor dead load of 12 psf assumes a floor system utilizing wood decking or r #6 bars: 32"minimum 7. fRefer to the structural drawings for all structural details and sections. The contracto wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor shall contact the Engineer for clarification in cases of conflict between the structural covering is assumed to te carpet,vinyl,wood or ceramic tile. The Engineer shall be (drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent arOJund comers or comer notified If the floor coverings differ from the noted assumptions iJ R Ala 8. Ilt Is the ownees and/or contractoes responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairfs,bolsters,etc.,neces Roofs: (on exposed concrete -The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support Items which bearr Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless stfeel. :1 Concrete or Clay'nie: 15 psf oted assumptions. All requirements for site preparation and soil compaction rn Refer to Architectural Plans for Roof Covering System spech led in the soils report shall be followed unless more stringent requirements are MASONRY: specified in these plans. DESIGN LIVE LOADS: General: MI Floors: C61INCRETE: I. All masonry work shall be in accordance wilth"Building Code RK it Exterior Balconies: 60 psf ry All concrete work shall be In accordance with"Building Code Requirements for Masonry Structures,"ACI 530-05,and SI)ftifications;for Mason 40 psf Exterior Decks: 530.1-05 Structural Concrete,"ACI 318-05,and"Specification for Structural Concrete,"ACI 301. Stairs: 40 psf(or 300 lb point load) Garages: 60 psf(or 2000 lb point load) 2. Grout shall conform to ASTM C476 with mirnimum 28 day compre 2. All concrete shall have the following minimum compressive strength at 28 days: t All Other Areas: 40 psf 2000 psi per ASTM C1019.Grout shall be!rtnixed to provide a slui Slabs on grade,footings,and misc.concrete: fc=2500ps! Structural slabs,walls,beams and columns: fc=3000psi Attics: Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and bib Type M or S. Type P Without Storage: 10 psf in brick veneer. With Limited Storage: 20 psf 3. (Cement shall conform to"Specification for Portland Cement"(ASTM C1 50) With Storage: 30 psf(fixed stair access) 4. The contractor shall be responsible for the.-(design and installatlor Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) Roofs: 4. Concrete Masonry(CMU): Less than 4J2 pitch: 20 psf M 5. �Water shall be clean and free of injurious amounts of oil,adds,alkalis,salts,organic 4:12 pitch or grealer 16 psf nt. Concrete masonry units(CMU)shall be A.%TM C90-75,Hollow U paterial or other substances that are deleterious to concrete or steel reinforceme Masonry Units,Type 1,Grade N-1,normaipwalght,with a minimui UN DEFLEC71ON CRITERhk: 6 Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted strength of 1900 psi(f m=1 500 psi). on the Detailing of "'A ctural drawings.All reinforcing details shall conform to"Details and Walls: Reinforcement,"ACI 315,unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry/�shall be lap-spliced W Brittle Finish(wind load): U240 minimum lengths: Arawings. . .. ....... Flexible Finish(wilnd load):U120 #4 bars: 20"minimum #5 bars: 25"minimum Floors: Tolerances for foundation and slab alignment as well as placement of reinforcement 7. Live Load: U480 bars: 30"minimum shall be in accordance with"Standard Tolerances for Concrete Construction and #6 Total Load: L/240 plate. �Materlals,"ACI 117. Footing or slab edges may be up to 1/2*Inside of the sill Increased floor stiffness may be required by floor covering manufacturer 3. Grout all cells containing vertical reinforce9hent In 6.0"maximum T �n V Roofs: 4. Provide cleanouts per ACI 530.1-05 In the,[bottom course of mas( Live Load: U240 height exceeds 6-0". it Total Load: U180 5. Beam reinforcement shall be continuous aftross control jointe� i- , I i 1 1 A J, WINDOW,DOOR AND SOFFIT PRIMSURES: 2. Fasten plies of 1 :%4*wide engineered lumber as follows: Clay Masonry(Brick): 2-ply beams with(3)rows of 0.131"x31/4"nails @ 12"o.c. 1. All window,door and soffit assei Iblies shall be designei it Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,*nd 3-ply beams with(3)rows of 0.1311"1 nails @ 8"1(each side) pressures indicated below and sli be installed in accc @ 12"o.c. Hollow Brick,respectively. Grade SW shall be used. 41 beams with(2)rows of Simpson 6 long SDW screws requirements. 2. Brick venei shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEELi vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall cation and Ications for Design and Fabri openings greater than 16"in either direction,and shall be spaced no more than 36y 1. Structural steel shall conform to AISC Specif (latest editions). Erection of Structural Steel for Buildings o.c.and placed within 12"of the openings. a.Welded connections., AWS D1.1 '4" WIND PRESSUR" ASTM A36 4', b.Structural steel shapes,plates: ON WINDOW not be less In thickness than No.9 gage wire and shifill Strand wire veneer ties shall 3. S4bFFITS (psf) ASTM A53 or A501 he mortarjoint. Sheet metal ties shall not be less thanii[NO- c.Structural steel pipe: have a hook embedded In t d. ral steel tubing: ASTM A500 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. AREA OF OPENING EOGE S RIP(5) It 11 comply with AISC specifications. fabrications she 2. Ali structural steel connections and Wos Neg x4x1/4 shall be used for 4. Unless othe-rwise noted on the plans,a steel angle L4 tiN 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 0 to 20 sf 0.0 supporting brick veneer over openings. This angle will not be required for arched 0.0 windows where brick Is self-supporting. If the length of the opening exceeds 6-o"'t1hen 20.1 to 50 sf 0.0 0.0 g screws @ IV 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes the steel angle shall be attached to the wood framing with 3/8"x 3"la 50.1 to 100 sf 0.0 0.0 u.U1 shall not be used. 100.1 to 200 sf O.C. 200.1 to 5W sf -tight"oond n-u.o.n. 5. Bolts shall be Installed to the"snug WOOD FRAMIING: Soffft Des4gn Pressure b.ol 0.01 Base Design Pressure 0.00 5�1 VWn SSIPC Paint 15(red oxide)primer. Prior 1. All wood framing has been designed in accordance with"National Design Spedfie 6. Ali structural steel shall be shop-painted with V I PC SP-6"Commerdal Blast Cleaning". to painting,steelwork shall be cleaned per SS (N DS)for wood construction,"2005 edition. !y hr�f, ra eel rs exposed to weather or In contact with masonry,concrete or soll 7. SSPC;Paint 36(polyurethane)shall be applied as the final coat to all structu I st 2. All wood membe shall be treated with an appropriate preservative suitable for the exposure condftkRns. surfaces exposed and visible to the exterior of the structure. TYPICAL EDGE STRIP If ACQ treatment Is used on any wood membe -up after installation where required to restore final finish. a 3.6 r,then all nailing shall require 8. Field touch 3. hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class�P- 1 it TYPICAL INTERIOR Z( If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: �J s all be a rawing sh rdl,lbir 1. All framing anchors and connectors noted on the structur I d 4. Preliabrici wood trusses shall comply with INDS and"National Design Standa Metal Plato Connected Wood Truss Construction(ANSI/i 1-i manufactured by Simpson Strong-Tie or Engineer approved equal. N71" II be in accordance with ASTM A307 or ASTM gineer. 2. All anchor bolts and threaded rods she 5. All trusses shall be designed by the Truss Manufacturers registered En F1554,Grade 36. shop drawings and design notes with a 6, The Truss Manufacturer shall submit a exterior or in contact registered Engineers seal for approval.Design notes shall Include the rated load 3. All metal connectors and hardware which are exposed to th ci with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per J capacity of the truss to truss connectors,and the manufacturers license to fabd pr ASTM Al 53,Class C,or ASTM B695,Class 50. trusses utilizing the connector system proposed.The contractor shall ap ove f nd layout. fabrication and Installation drawings showing size,shape a 4. Anchor adhesives shall be either Epoxy-Tie SET or Acryi ie AT by Simpson it C ons. Holes shall be t 7. Jobsite handling and erection,including temporary bracing,during installation of Strong-Tie and installed according to the manufacturer's instructi hall comply with TPI WTCA BCSI 1. cleaned of all debris and brushed out prior to installation of anchor adhesive. trusses s 8. All prefabdcated wood trusses subjected to uplift conditions shall be securely fastiOned ROOF COVERING: rs as noted in the Truss to their supporting walls or beams with metal connecto responsible for the design and installation of the roof covering ction Schedule. 1. The contractor shall be Conne system. Tnii All gable onds shall be balloon framed or braced in accordance with the applici f 9. hall comply with ASTM D3161 and be Installed according to the detail as shown In the structural drawings. 2. Asphalt shingles s manufacturees requirements. TTYPICAL EDGE ST 10. The guardrails,handrails,and guard in-fill components(Balusters and Panel FIDS RIP(5 & anc&r 3. Clay and tile roofs shall be Installed per the"Concrete and Clay Roof Tile Installation if shall be designed by the delegated Engineer. The Product Approval Report E& 3.9 J 1. Manual,"and the manufacturers requirements. n. shop drayrings shall be approved by the Engineer of Record prior to construi d blocking in floor framing at all guardrail and handrail posts. ICAL INTERIOR ZON Provide joist or soli stalled according i",AIM,ii�� 4. Standin g seam metal roofs shall comply with ASTM E 1514 and be In T, g minimum matl9dal to the manufactures requirements. Engineered lumber(Li Parallam or Li shall meet the followin specifications: installation of all metal flashing 5. The contractor shall be responsible for the design and LVL or IDarallam LSL V �,tEi t,2 and valley material. E=1,900,000 psi E=1,550,000 psi %k� Fb=2,600 psi Fb=2,325 psi Fc=750 psi Fc=800 psi Fi psi Fivi psi If T ..-EDGE DISTANCE MINIMUM AT 40 FASTENERS(TYPICAL) 2w 96"MAXIMUM SPAN EXTERIOR FINISH ----------- M3 SHEATHING,--, FRAMING AT OPENING:----.-- HEADER SHOWN,STUD, CRIPPLES,OR SILL SIMILAR WOOD STRUCTURAL PANEL TRIM---- `CORROSION RESISTANT MMMU Y16"OSB OR'y3e RATED z Uj WOOD SCREW BASED FASTENER(TYPICAL) SHEATHING PANEL CL THREADED STUD OR WQCD STRUCTURAL PANEL Y4'FENDER WASHER(MIN.) ......................... \\\\,�t7-CORROSION RESISTANT '/16"0SB OR'%2'RATED FASTENER(TYPICAL) WINDOW UNlT---­­-__ SHFJiTHING PANEL -y OSB OR 1%2'RATED----___­� SHEATHING PANEL SECTION - FASTENING OF PANEL TO FF 4E FASTENER SPACING PER CHART 41' NOTE: PANEL MUST EXTEND PAST WINPOW FAR ENOUGH TO ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL NOTES: 1) FASTENERS SHALL EE INSTALLED ALONG THE TOP&BOTTOM OR LEFT&RIGHT SIDES OF PANEL. Wind-Borne Debris Protection Fastening Schedule 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for Y16"OSB or RATED SHEATHING PMEL EXCEED 96. ner type Faste Fa 4 stoner s cing(inches) 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS panel span 2 ft.<panel 4 ft.<panel 16 fL<panel WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT <2 ft span<4fL span<6fL lspan<8fL EXCEED96' #8 wood screw based jqnchor w/min.2"emb. 16 16 10 8 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER llength into wood hming EACH OPENING AND APPLICABLE FASTENERS. 'Wi'1'4vt"I #10 wood screw based 5) FASTENERS SHALL BE CORROSION RESISTANT, ginchor w/min.2"emb 16 n 16 12 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE 9 itength into wood frami WOOD FRAMING. lag screw based 7) fOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS ginchor w/min.2"emb. 16 SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE 16 "OPENING. liength into wood framing 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- PROOFING CONSIDERATIONS. ri j: 9) PROVIDE PROTECTIVECOVERS FOR PERMANENTLY INSTALLED HARDWARE WHEN SHUTTER IS NOT IN USE. 0", 9,A! NOTES: E DEBRIS PROTECTION RECAARED: WINDOM WALLS SHALL BE 1) ALL FIRST FLOOR EXTERIOR CONSTRUI DEBRIIS REGION AND OPENING PROTECTION -U.O.N. ST*yCrjRE IS LOCATED IN THE WND430M STUDS @ 16"O.C.FOR PLATE4114EIGHT OF JV-1 Tits IS REQUWEO-MW MITTERS OR WACT RESISTANT"SS"LL BE PROMED FOR AU KR THE DETAILS ON SW S-ft OR UK CONSTRUCT 9ARING WALLS SHALL BE 'T.o. QUUEOVP8&" SHUTTERS 2) ALL FIRST FLOOR INTERIOR B!f 'FLORIDA PRODUCT AMMAL". INM4 ALTERNlIff"""M SPF No.2 STUDS @ 16-O.C.FQ1FR PLATE HEIGHTS UP TO V ij� 3) THE FIRST FLOOR EXTERIORAALL FINISH IS*FLEXIBLE* EER OF ANY VACRIATIONS. NOTIFY EN JOISTS MAY BE TRIMMED TO 8 MIN.FOR SLOPE NOTE: 4E L BE TREATED CH EXTERIOR FOIST SH BASE.STRAP H 1, 6x6 POST ON ABU66-Z PCO EXTERIOR POST S#KL BE TREATED -Z POST TO POST ABOVE WI (1)MSTA36 (SEP I! i: POST ON ABUWZ P(bST BASE.STRAP & (I.I.O.N.) STW. TYPICAL ALL POSTS TO POST ABOVE%WITH(1)MSTA36-Z 7 SW-3 SW-3 V -3 SEE DETAIL-U-ON SHEET SO TYPICAL ALL PMTS-(U.O.N.) D-TAIL-U- rE cn TOENAIL TRUSS BOTTOM CHORD SHEARWA �j ........... ----�TO WALL WITH 0.131'x 3 Yr NAILS ......... Nc ............. . @ 8-O.C. :�i 2­LEDGI(4)SIMPSON 0 BE SDS Y4-x 3 J�SCOEWS @ 24"O-C-(EACH TRU SW-6 A tbi- w 0 SOLID BUILT-UP SF 'i",IRV!1194 8d CORNER ....... 6"1 CN ui 01, (2)2x8 HEADER ca --LUS210 HANOR(TYPICAL) co -3 _�W st 8c 3 0 S1 C? E NOTE:ALL EXrERK (4)2X6 BUILT-UP -7 SD fl POST(MIN.) OODFRA SIZE OF HEADER eo 3�2xl 2 H�WER (3)2x I=E A�DMER k,!L2J 2K QUmq ul- OFJACKS NOTE: V ALL WOOD FRAMI SHALL BE MINIMU SYP.ALL EXTERK INSTALLED WITH (1)KING STUD AT T INTERIOR LOAD E INSTALLED WITH OTE' TE H EXTER R F L E77 D 0 L )S iS ST T WIT (1) T TH LL Po TS_ U C P!' _ _L To I Ex6N A B POST Po T A :R OST S i S Y I Z P(?-� T P VE W'r EE D LPQ� a Tf :A OTE E)'TER'O 4 POST ON A2 ST To POST AB YPIC L STRO. T 1: L TSEE DE:TA L U ON�� (1)KING STUD.(U. WALL LAYOUT-FIRST FLOOR sr K ----------IN 31 1 A 7� NOTES: 1) ALL SECOND FLOOR EXTERIOFR WALLS SHALL BE CONS1 IkEIGHT OF 9-1 U.O.N. CEILING SHALL BE SHEATHED: 2) ALL SECOND FLOOR INTER10FR 13EARING WALLS SHALLI USE 1x6 T&G DECKING V/rrH(1) FASTENER AT EVERY JC IST/TRUSS SPF No.2 STUDS @ 16'0.C.Fft PLATE HEIGHTS UP TO 9 INTO TOUNGE(BLIND NAILING). NOTE: 3) THE SECOND FLOOR EXTERIft WALL FINISH IS"FLEXII I CEILING SHALL BE SHEATHED: USE 1x6 T&G DECKJNG WITH(1) JALTERNATE SHEATHINC NOTIFY ENGINEER OF ANY VPfALATIONS. INIMUM Ye SHEATHING, FASTENER AT EVERY JOIST TRUSS M FASTEN WITH 6d COM OR BOX NAILS INTO TOUNGE(BLIND NAILING). AT 6'O.C.ON EDGES AND 12'0.C.IN THE �V FIELD. ALTERNATE SHEATli MINIMUM Ye SHEATHING NOTE: FASTEN WITH 6d COM OR BOX NAILS EACH BALCONY POST SHALL BE TREATED E AT 6"O.C.ON EDGES AND 12'0.C.IN TH 4x4 POST STRAPPED TO FRAMING BELOW NOTE: FIELD. -Z STRAP.STRAP POST TO 5� "TH MSTA36 EACH BALCONY POST SHkL BE TREATED 4X4 POST STRAPPED TOi ING BELOW -Z CLIP AT EACH BEAM. BEAM ABOVE WITH(1)H6 "Am -Z STRAP FYPICAL ALL POSTS-(U.O.N.) WITH MSTA36 WTRAP POST TO t BEAM ABOVE WITH(1)1*4 CLIP AT EACH BEAM. S (li TYPICAL ALL POST co E ........ ..... SD-7 SHEARM d c?1 Opol....... TC�14AIL TRUSS BOTTOM CH V, NO TO WALL WITH 0.131-x 3 Y4-NAILS @�-O.C. ui T- S2 0 SW-6 CL SH r cm c3 ............. ............. 8d . ......... . 7, 6% ON TOENAIL TRUSS BOTTOM CHORD TO WALL wii 0.131"x 3 Y4,NAILS ......... In ............ -O.C. ................. .......... @ 8 SW-3 SH S -7 8d .......... .......... ON Lu SH AT TOENAIL TRUSS BOTTOM CHORD NOTE:ALL EXTERIOI t -x 3 Yr NAILS TO WALL WITH 0.131 @ O.C. 8 WOOD FRAM E p---q SD-7 SIZE j�k �l jr, � 1. �- 1, i OF HEADER gr LA QUANTI I T OFJACKS NOTE: ALL WOW FROED SHALL BE MINIMUM SYP.ALL EXTERIOR INSTALLED WITH Mil -4i'A (1)KING STUD AT F ji INTERIOR LOAD BE) INSTALLED WITH MI (1)KING STUD.(Ii LL LAYOUT-SECOND FLOOR A L j s NO T EACH EXTERIOR POST SHALL BE 6x6 POST ON ABU66-Z POST BASE.STRAP IOST TO BEAM ABOVE WITH(2)H6-Z CUPS. TYPICAL ALL POSTS-(LI.O.N.) SEE DETAIL"U"ON SHEETSD-3 it i, NOTE' EACH EXTERIOR POST SHALL BE TREE- KTED 6X6 POST ON ABU(ra-Z POST BASE.STRAP t! )OST TO BEAM ABOVE WITH(2)H6-Z CLIPS. HTT5 �-HTT5 E HOL DOVM TYPICAL ALL POSTS-(LI.O.N.) //�HOLDOWN HOLDOWN rAIL"U"ON SHEET SD-7 SEE DE :50- OP HDQ8 E . ...... HOLDOWN SD-7 HHDQ11 ---k' 4,11 It HOLDOVM HHDQ11 HOLDOWN P'T ...33 vi HDM HOLDOWN E Tj D-7 HHDO1 1 HOLDOWN-1 E �'A 1 SD-7 HOLDOWN K:;:4 �U"2V;- THREADED I w awl OD LEGEND: Ye TtHREADED D FROM FOU PLAATtE. "TtHREADED ROD FROM FOU DOWbLE PLATE. it c3 HOLLbOWN(AS NOTED)INSTAL H041boWN(AS NOTED)INSTAL 0 ROD TO HOLDO' MI)VM% L UBLE PLATE ABOVE. H04bowN(AS NOTED)INSTAL M1fq ;I T tUM 0 ROD TO HOLDO' P TO PER FLOOR DOUBLE PU N ST E i_j C U S j](U. N-j WE IIE-DOWN LAYOUT-FIRST FLOOR 9p t TRUSS CONNECTORS TRUSS ID LEFT INTERMED RIGHT B37 HTS24 HTS24 H46 2)HTS2, (2)HTS24 0 , 147 12)HTS24 (2)HTS24 ALL OTHER TRUSSES H8 H8 H8 NOTE: NOTE: 1)ALL TRUSS CONNECTORS ARE BASED QIN EACH BALCONY POST SHALL BE TREATED UPLIFTS COMPUTED BY ENGINEER OF RE%ORD, (2)HTS24 AT TRUSS 4x4 POST STRAPPED TO FRAMIM BELOW NOTE: i Eiiii UPLIFT VALUES IN TRUSS ENGINEERING QJZ)CUMENTS EACH BALCONY POST SHALL BE TREATED WITH MSTA36-Z STRAP.STRAP POST TO' 4x4 POST STRAPPED TO FRAMING BELOW BEAM ABOVE WITH(2)H6-Z CLIPS. SHALL BE DISREGARDED. WITH MSTA36-Z STRAP.STRAP POST TO TYPICAL ALL POSTS-(U.O.N.)jl p BEAM ABOVE WITH(2)WZ CUPS. 2)THE TRUSS LAYOUT AND NUMBERINGWSTEM TYPICAL ALL POSTS.(U.O.N.) SHOWN SHALL BE USED BY THE TRUSS%NUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOWT PRIOR v APPROVAL BY THE ENGINEER OF RECOFQ)AND THE CONTRACTOR. HKTS24 ATTRUSS HHDQ4 S24 AT TRUSS HOLDOWN 3)TRUSS CONNECTORS NOTED SHALL BEONSTALLI AT SOL PLATE ED AS LISTED.DO NOT SUBSTITUTE WITHOUT,!r'PRIOR APPROVAL OF THE ENGINEER OF RECORQ). HTT5 4) HTS24 HTS30 STRAPS MAY BE INSTALL-ED ON THE _L -R HOLDOWN:' A INTERIOR SIDE OF WALL. AT SOLE PLATE SPH6ATTOPPLATE if i�li PH q HTS24 AT TRUSS SPH6 AT TOP PLATE AND CS1(;FROM UPPER STUD TO HEADER BELOW L) if; THREADED ROD LEGEND: L-J THREADED ROD FROM FOUNDA71C TO DOUBLE \-SPH6 AT TOP PLATE PLATE. AND CS16 FROM UPPER STUD TO HEADER BELOW Ye THREADED ROD FROM FOUNDATK)A TO UPPER FLOOR DOUBLE PLATE. lit (2)HTS24 AT TRUSS HOLDOWN(AS NOTED)INSTALLED AT�%LL PLATE .9 HOLDOWN(AS NOTED)INSTALLED AT-%ILL PLATE COUPLE MINIMUM%-0 ROD TO HOLDOWN ANQ�M AND CONTINUE TO DOUBLE PLATE ABOVE. HOLDOWN(AS NOTED)INSTALLED AT'%ILL PLATE.COUPLE 0 ROD TO HOLDOWN AN AND CONTINUE MINIMUM 0 TO UPPER FLOOR DOUBLE if T -DOWN L^_YOUT-SECOND FLOOR IIE tv if V NOTES: THREADED ROD MGEND: (2)2X4 BUILT-UP Ye THREADED RC%FROM FOUNDATION TO D( rTH2x6SPF N0.2 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED W PLATE t, POST(MIN.) STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9-1 U.O.N. VTHREADED RQQ6 FROM FOUNDATION TO Ul DOUBLE PLATE. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WrTH2x4 E DOOR NOTES -O.C.FOR PLATE HEIGHTS UP TO 9'-1 V-U.O.N. GARAG SPF N0.2 STUDS @ 16 HOLDOWN(AS N(:bTtED)INSTALLED AT SILL PL 13 1. INSTALL(j)MSTA30 STRAP AT EACH END 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'BRITTLE'(STUCCO)-U.O.N. OF GARAGE DOOR HEADER.NAIL STRAP HOLDOWN(AS NC&ED)INSTALLED AT SILL P ENGINEER OF ANY VARIATIONS. INTO HEADER AND CRIPPLES BELOW. MINIMUM 0 Rm TO HOLDOWN ANCHOR A TO DOUBLE I 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPE NING SEEDETAIL F'ONSD HOLDOWN(AS NQftED)INSTALLED AT SILL PL 3.,EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM Yr 0 R 0 HOLDOWN ANCHOR AJ TO UPPER FL MINIMUM DESIGN PRESSURE OF 24.3 psf MT(UBLE PLATE ABOVE. §-MARWALL LEGENI NON-BEARINGWAU Sm 2)1 -x11 rL 2J 3K BEARING WALL L-------M SHEARWALLS;FAST w 8d COM(0.1 31"x 2 Y2' 6"O.C.ON EDGES Al ON INTERMEDIATE 1 -3 14 —SW SHEARWALLS FAST 8d COM(0.1 31'x 2 YY 1. ji 3"O.C.ON EDGES Al ON INTERMEDIATE 1 SHEATH BOTH SIDE AT INDICATED SHFJ TRUSS CONNECTORS TRUSS ID LEFT INTERMEDIATE RIGHT NOTE:ALILIEXTERIOR WALLS SHALL E V HTS24 A20 HTS:24 WOO PFRAMED HEADEF ALL OTHER TRUSSES H8 H8 H8 SIZE OF HtsDER (2) HEADER HTS24 QUAN#n ANTIT OF JAk?M OF KING I m NOTE: H175-/ x–HTT5 ALL WOOIb FRAMED LOAD BEARING HOLDOWN SHALL BFEMNIMUMI(2)2x6 No.2 OR I HOLDOWN SYP.ALL 59MRIOR HEADERS SHALL INSTALI-Elb WITH MINIMUM(2)JACKS (1)KINGS#UD AT EACH HEADER. ALL INTERIORk-OAD BEARING HEADERS E HM4 INSTALLE[b WITH MINIMUM(1)JACK A TIF4DOWN LAYOUT GARAGE (1)KING MUD.(U.O.N.) Ll A T T BRICK VENEER WITH VAIR SPACE A WALL TIES BRICK VENEER WITH VAIR (1)#5 CONT. ND SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE CONT.FLASHING;PROVIDE WEEP HOLES SILL PLATE JOINT FILLER HEIGHT OF CURB VARIES(8'�, CONT.FLASHING;PROVIDE g 33"O.C. MAX.) "O.C. CONCRETE SLAB 3 6'MIN. GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33 SILL PLATE GROUT AIR SPACE BELOW ;0 10,114� GRADE-I CONCRETE SLAB SLAB SILL— FLASHING CONCRETE, U. PLATE 0 7, CONCRETE SLAB GRA Iki 1)#5 CONT. so CMU STEMWALL WITH(1)#4 4rO.C. GRAD GRADE-, AND IN EACH CORNER. CMU STEMWALL WITH(1)#4 48'O.C. A HLL CELL SOLID AT EACH#4 REBAR. AND IN EACH CORNER E?2� HOOKREBAR 12"INTO UPPER COURSE OF BLOCKS AND 6"INTO FOOTING. FILL CELL SOLID AT EACH#4 REBAP 1�,OM/ IONE STORY-(2)#5 CONT, z HOOK REBAR 12"INTO SLABAND6"INT0 1,4* TWO STORY-(3)#5 CONT. FOOTING. E STORY-(2)#5 CONT, ONE STORY-(3)#5 CONT. 1'4r ONE STORY-(2)#5 CONT. (3)#5 CONT. z RY-(3)#5 CONT. TWO STORY-(3)#5 CONT. TWO STO r 0 MONOLITHIC AT GARAGE rD SECTION-STEMWALL AT GARAGE SECTION U" SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK \,�l NOTE: IF STEMWALL HEIGHT EXCEEDS 4W CONTACT NOTE: IF STEMWALL,HEIGHT EXCEEDS 41r CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. z CONCRETE SLAB F ' SILL PLATE LATE j, A CONCRETE SLAB SILL P CONCRETE SLAB REM SLA% ;o GRADE-\ I N 1440 GRA�E­i\ ;t CONC AS NOTED Nv N G RAD z I; %,Vol 1. �7 GR�Dl� REINFORCEMENT(AS NOTED) u�CMU STEMWALL WITH(1) @ 48"O-C AND IN EACH CORNER. 0/x/\\ 1)#4 J STEMWALL,WITH FILL CELL SOLID AT EACH#4 FEBAR. @4rO.C.AND IN EACH CORNER. HOOK REBAR 12'INTO SLAB AND 6"INTO FILL CELL SOLID AT EACH#4 REBAR. (AS NOTED) REINFOR F F (AS NOTED)) FOOTING. HOOK REBAR 12"INTO SLAB AND 6' ONE STORY-(2)#5 CONT. INTO FOOTING. ............................. 4r NT. ONE STORY-(2)#5 CONT. (3)#5 CONT. (2)#5 CO TWO STORY-(3)#6 CONT. j,4r I/�E SECTION-PAD FOOTING AT PORCH STEM SECTION-PAD FOOTING AT PORCH THICKTNED EDGE SECTION-STEMWALL SECTION-MONOLITHIC NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEE S48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADD111ONAL REQUIREMENTS. ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2) BRICK VENEER WITH 1"AIR SPACE AND WALL TIES STHID14 STRAP tOWLEDTO CONT.FLASHING;PROVIDE WEEP HOLES AND GARAGE DOM BRICK VENEER WITH 1'AIR SPACLE, 'POOST. R @ 33-O.C. PA51 STRAP NAILED TO GARAGE EMBED STRAP IWTO FOOTING WALLTIES GROUT AIRSPACE BELOW FI-ASHING DOOR POST.BEND STRAP INTO AS SHOWN. on CONT.FLASHING;PROVIDE WEEF9 U- 0 FOOTING AS SHOWN. P (1)#5 CONT. HOLES @ 33-O.C. z SILL PLATE—— 7, FILL JOINT WITH ELASTOMERIC 6'MIN. GROUT AIR SPACE BELOW FLAsHJING co OINT FILLER w U. SILL Z 0 HEIGHT OF CURB VARIES(~-)) SCALE < —#4 WITH 6"HOOK INTO FOOTING - Y,- PLATE Fn —CONCRETE SLAB < AND SENT 12"MINIMUM INTO DO GRAD TH ON TE SLAB THICKENED EDGE. GRADE RFLEA 8"CMU STEMWALL WITH(1)t4@48'O.C. E AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. HOOK REBAR 1?INTO UPPER COURSE OF BLOCKS AND 6'INTO FOOTING, ONE STORY-131#5 CONT. #5 CONT. (2)#5 DRAW ONESTORY (3)#5 CONT. TWO STORY CHEa DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION(MONOLINIC) STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF SECTION ��I NOTE. IF STEMWALL HEIGHT EXCEEDS 4r CONTACT MWALL HEIGHT EXCEEDS 48"CONTACT NOTE: IF STE ENGINEER FOR ADDIT04AL REQUIREMENTS. REQUIREMENTS. ENGINEER FOR ADDITIONAL (2)MSTAA SHOWER AREA ............................ MONOLITHIC FOOTING SHOWER AREA NAIL EACI WITH(13) T MAXIMUM OVERHANG __-8"CMU STEMWALL -nom) FASTEN 8 OP WALL WIT PLAN Vif-A CONCRETE SLAB SCREWS 'X1, PLAN VIEW (8)y4 SCREWS > T CONCRE POWERS (1)#5 cow. 4� RADE—\ FINISH 01 G (1)#4 CONT. H(I)#4@ 8"CMU STEMWALL WIT ---STRAP St J, 48*0.C.AND IN 6"MIN. EACH CORNER. 4 NT. SIDING 0 Co SIU_—� ///;HEIGHT OF CURB VARIES SILL # FILL CELL SOLID AT EACH#4 NUVE: PLATE CONCRETE SLAB REBAR.HOOK REBAR 116"INTO PLATE HEI HT OF CURB VARIES WMAX) PORCH SLAB AND 6"INTO THIS DETAIL MAY I 9 6"MIN. GRADE- FOOTING. EITHER THE PA51 CONCRETE SLAB OR M GRADE� 2.)#.5 CONT... THE STHD14 STW ...................... 8"CMU STEMWALL WITH(1)#4 48"O.C. L AND IN EACH-CORNER. rR SECTION-PORCH STEMWALL --P—E—TX - EMBEDDED STI D FILL CELL SOLID AT EACH$4 REBAR. \,�D2 \,�2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT HOOK REBAR 17 INTO SLAB AND 6'INTO ENGINEER FOR ADDITIONAL REQUIREMENTS. 7 FOOTING. ONE STORY.(2)95 CONT. (3)#5 CONT. NOTE' ONE STORY-(2)#5 CONT. I -CUT CONTRACT#f�jOINTS(i.e.CONTROL J, SAW TWO STORY-(3)#5 CONT. AS SOON AS THE COj*CRETE HAS HARDENED E� NOT TO BE DAMAGEWDURING THE CUTTING PR( (TYPICALLY 1-4 HOi IN WARM WEATHER) SECTION-MONOWITHIC AT EXTERIOR WALL SHOWER SECTION-STEMWALL AT EXTERIOR WALL SHOWER CONCRETE SLAB NOTE: IF STEWWALL HEIGHT EXCEEDS 48 CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. FILL CUT W#TH ELASTOMEP %C FILLIFER #5 GUN 1. GRADE-\ CONCRETE SLAB No-t.;mu STEMWALL WITH(1)#4 @ SILL--\ CONCRETE SLAB ,AVO.C.AND IN EACH CORNER. J PLATE FILL CELL SOLID AT EACH#4 REBAR.HOOK REBAR 16"INTO PORCH SLAB AND 6"INTO F CONCRETE 84�kB 6' (2)#5 CONT. (1)#5 cow. V 1'4' ONE STORY-(2)#5 C NT. SECT 1'4r TWO STORY-(3)#5 CONT. TYPICAL SAW-c ION-PORCH STEMWALL WITH BRICK rT SECTION SECTIO I -THICKENED EDGE rH N-INTERIOR BEARING SECT NOTE: IF STEMWALL HEIGHT EXCEEDS 4r CONTACT ADDITIONAL REQUIREMENTS. ENGINEER FOR 1\�2 i4l BEARING MST(AS NOTED) CONCRETE SLAB CURB H CONCRETE SLAB EIGHTVARIES SILL CONCRETE SLAB Ar PLATE CURB HEIGHT VARIES 4j NVI 6- -uFmT[A REINFORCE A NOTED) AS NOTED ONE STORY-(2)#5 -TWO STORY-(3)#5 CONT. SECT o ION-NON-BEARING STEPDOWN CTION-INTERIOR BEARING PAD FOOTING p SE SECTION-BEARING STEPDOWN A 1\�2 hi AI oa IT, i -"'1 114, lit, hh't W 4 WIND PRESSURES ON WINDOWS, DOORS & h' ' SOFFITS (psf) IF, j AREAOFOPENING EDGESTRIP (5) INTERIORZONE (4) 3 Pos Neg Pos Neg 0 -46.0 -37.2 0 to 20 sf 34.3 34.3 20.1 to 50 -35.8 sf 32.9 -42.8 32.9 50.1 to 100 sf 30.8 38.7 30.8 -33.8 -35.8 -32.0 100.1 to 200 sf 29.1 29.1 -32.6 -30.6 200.1 to 500 sf 27.6 27.b Soffit De 34.3 -46.0 -37.21 i I sign Pressure 34.3 A 11 Base Design Pressure 29.10 GCpi +-0.18 F� f� IF iF J J, ;j fL �fl, OPENING PRESSURE CHART ELITE HOMES - HUNT RESIDENCE 6 J1, FL.CERT.#:25846) TINE UISBERG ENO INC 11481 ST.ALIGLIS RD.,#202 JACKSONVILLE,FL. 32258 p� f Ph.(904)8 PE. 86-2401 �ER PLC JEFFREY K.HULSBERG,PE. WILL14M -0 )*S.SIMPSON, FL.Pt' Fax(904 ,PE.No i FL.PE.No:33152� :50791) E:NTS 11ITLEASE DATE:07-12-11 IDRAWNIN:DJm 9HECKEO BY:wjv Ju L ROOF COVERING(BY OTHERS) ROOF TRUSSES -CORNICE DETAIL (BY OTHERS) DOUBLE PLATE NUT WITH 3'x 3'x Y4'WAVHER Y2 yj SLOTTED ALTERNATE:SIM IPSON= WASHER WITH 1"CUT *0 THREADED ROD 8 OR'Y RATED SHEATHING.EXPOSURE I-SHINGLF -40OF 'Ye RATED PLYWOOD SHEATHING,EXPOSURE I-TILE PMOF 'Ye RATED SHEATHING,EXPOSURE I-METAL ROOF 'X J'� N%-o x 6-Tno HD ROD COUPLER ZL-SYP#2 SUSFASCIA WITH 11 1 �v 11 . SIMPSO FASTEN WITH O.113'x2 Ys'RING SHANK 'i 'x 3 Ye ENDNALS AT TRUSS 'D.C.ON EDGES AND INTERMEDIATE SUPPORft WITH 1"CUT WASHER (2)0.131 HAILS C 6 H a GYPSUM BOARD CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) SYP#2 DOUBLE PLATE(U.O.N.) (2)2K- GYPSUM BOARD rc DETAIL-THREADED ROD ASSEMBLY EXPOSUREL x 2 X*NALS @ 6'O.C.ON FASTENWITH0.131 Xe RATED SHEATHING, EDGES AND i2i"O.C.ON INTERMEDIATE (U.O.N.)(BLOCK ALL EDGE$) b-SPF#2 STUDS 0 16-O.C. UTO.N.(SEE WALL LAYOWT) NUT WITH l"CUT WASHER 2x-SPF#2$OI.E PLATE(U.O.N.)NAIL TO RIM jy_ BOARD WITH 0.131'x 3 YO NAILS 0 6*0.C. ROOF COVERING(BY OTHERS) V RATED STURD4-FLOOR(T&G)SHEATHING GWED ROOF TRUSSES CORNICE DETAIL AND HALED.FASTEN WITH 0.131'x2 X"RINGSHANK 6-O.C.ON EDGES AND 121O.C.IN THE FIELD. (BY OTHERS) A FLOOR JOIST(WOIST JOIST SIMILAR-SEE SECTION V ON SD-4 FOR OPEN WEB TRUSS) 41 Xe OR 1%2-RATED SHEATHING,EXPO j, SURE I L-SHINGLE ROOF GYPSUM BOARD 'Ya"RATED PLYWOOD SHEATHING,EXPOi I-TLE ROOF 'Yu*RATED SHEATHING,EXPOSURE I-MET*'ROOF 2X SYP#2 SUBFA,4CiA WITH - RIM BOARD FASTEN WITH 0 .113*x 2%'RING SHANK 0.131'x 3 YVENDNAILSAT TRUSS NAILS @ VO.C.ON EDGE$AND INTERM NAIL JOIST TO PLATE WITH(2)0.131*x 3 Y4*TOENAILS (2) EDIAWt SUPPORTS- GYPSUM BOARD (2)2X _SYP#2 DOUBLE PLATE(U.O.N.) A CONNECTOR AT EACH TRUSS TOENAIL RIM BOARD TO PLATE WITH (SEE TRUSS CONNECTION SCHEDULE) 0 'x3y C. .131 4'NAILS @ WO (2)2x SYP#2 DOUBLE PLATE(i THREADE D COUPLING AS REQUIRED GYPSUM BOARD A, GYPSUM BOARD .......2)L -U.O.N.(SEE WIIALL LAYOUT) k 2)L SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYO�" SPF#2 STUDS @ IM.C. �Xe RATED SHEATHING,EXPOSURE IT Xs"RATED SHEATHING,EXPOSURE 1. x 2 X*NAILS III M.C.ON x 2 Y2'NAJLS 9 6"O.C. FASTEN WITH 0.131 FASTEN WITH 0.131 DGES AND 12"O.C.ON INTERMEDIATE SUPPORTS- SUARTS. E EDGES AND 12"O.C.ON INTERMEDIATE (U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGE$) 4 THREADED ROD ASSEMBLY AT j THREADED ROD ASSEMBLY AT 'C' NOTED SPACING(SEE DETAIL NOTED SPACING(SEE DETAIL V THIS SHEET) THIS SHEET) 2k-TREATED SYP#2 SILL PLATE WITH Z(-TREATED SYP#2 SILL PLATE WITH INSET WALL FOR STUCCO 'x 6'TrrEN HD(OR TITEN HD RO&COUPLER) 'x r TrTEN HD(OR TITEN HD ROD COUPLER SIMPSON% APPLICATIONS SIMPSON X -4) WITH 1-CUT WASHER @ 24-O.C. CUT WASHER 0 24-O.C. WITH I APPLICATIONS INSET WALL FOR STUCCO All SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS TYPICAL EXTERIOR TWO STORY WALL- SECTION "*_v, ILI WALL SD-3 rA SECTION-TYPICAL EXTERIOR ONE STRY I T If SD-3 S7 R SILL PLATE(BELOW) 2x—CORNER FRAIANG INILL HEIGHT STUDS ITYPICAL)) OFO.l3l'x3Y4'-, —(2)ROWS NAILS @ ITO.C. 2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND STAGGERED PPICAIL) BOARD WITH 0.131'x 3 Ye NAILS @ 6*0.C- BMD BOARD 2x6 OR M FRAMED WALL SILL PLATE(BELOW) v lit 2A CORNER FRAMING%LL HEIGHT STUDS INIMUM OF(3)20 SLOWS 17 LONG NAILED OPEN WEB TRUSS WITH(4)0.131'x 3 X!NNIL'S To EACH ADJACENT STUD it TINUOUS FROM BAND BOARD j SHEATHING CON TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH ALTERNATE:INSTALL SQkJD STUD IN THIS SPACE EDGE NAILING REQUIREMENTS OF UPPER WALL Q LL HEIGHT STUD TOENAIL TRUSS TO PLATE WITH _---2x4 CORNER FRAMING Ru 'x3 (2)0.131N3YO NAILS '—(2)ROWS OF 0.131 NAILS @ I ro.c. DOUBLE PLATE(I.I.O.N.) ALL 2A FRAMED JR S ION-TYPICAL FRAMING AT 900 CORNERS ECT TYPICAL OPEN WEB FLOOR TRUSS �c SECTION f w, i NAIL SCAB TO TOP CHORD WITH (4)0.131'x 3 X!NAILS ROOF OR FLOOR FRAMING(A%NOTED)____ —ADD 20 VERTICAL SCAB IN EACH CONNECTOR IF NOTED t TRUSS IF NO WEB IS PRESENT (SEE CONNECTION SCHEDUL% t 'x 3 Y4' NAILS TYPICAL AT (3)0.131 EACH TRUSS UPUFT CONNECTOR(AS NOTED) 2X4 X43RACE ACROSS LENGTH OF 2x4 SPF BLOCKING-NAIL WITH(2) A SHEARWALL 0.131'x 3y4'NAILS AT EACH END (END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH(3) 0.131'x 3y4'TOENAILS GYPSUM BOARD, '7 TRUSS(AS NOTED) 2x—SYP#2 DOUBLE PLAlt(U.O.N.) —(2) 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH �TRUSS BOTTOM CHORD 0.131'x 3y4'NAILS @4"O.C. NAIL PORCH SHEATHING AS NOTED SPF#2 STUDS@ IIVO.%-.U.O.N. 2x— DOUBLE PLATE Jil (SEE WALL LAYOUT) \,EXTERIOR FRAMED WALL it MINIMUMMeRATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) PERPENDICULAR --------GYPSUM BOARD --—--- TOTRUSS L PERPENDICULAR TO TRUSS rG ZECTION-INTERIOR SHEARWALL SECTION-EXTERIOR WAL ,SECTION ONLY APPLIES THREADED ROD ASSEMBLYA WHEN REFERENCED (IF NOTED) 4� 4'i:� INTERIOR SHEARWALL(IF NjbTED) SHALL 17 USE Yle RATED SHEATHING�IFASTENED �iW I AS NOTED. NAIL EACH END OF BLOCKING TO WITH(3)0.131'x 3 Ye BOTTOM CHORDS NG BETWEEN —INSTALL 2X4 BLOCK! 2x—TREATED SYP#2 SILL FOLATE WITH /-TRUSS(AS NOTED) SIMPSON Yex 6'TITEN HD Qk48-0.C.MAX. TRUSS BOTTOM CHORDS @ 12'O.C. J4 PF NAILER-NAIL TO TOP PLATE WITH t, S ZL SPF#2 SOLERPLATE 0.1 x Y -0 31 3 e NAILS @ 6 C. BOTTOM CHORD OF TRUSS 'x 3 A�'I`NAILS WITH 0.131 NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) @ 8*0-C.-146I.O.N. 0 'x3Y 131 e NAILS FLOOR BEAM(AS NjbTED) NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE wNimum XeRATED SHEATHING, EXTERIOR FRAMED WALL RAISED EXPOSURE I FASTEN AS NOTED SLAB ON GRADE CONDITION ON WALL LAYOUT(BLOCK ALL EDGES) '3, "�j AARRINPANDIOR SHEARWAU ION-TYPICAL INTERIOR BE PARALLEL TO TRUSS SECTION INTERIOR SHEARWALL IT S A S t 1"i lt SECTION-EXTERIOR WALL PARALLEL TO TRUSS rH rE LY APPLIES WHEN REFERENCED �SD-4 THIS SECTION ON '4" (rYPICAL DOUBLE PLATE SPLJCE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)bL_SYP#2 DOUBLE PLATE(U.O.N.)NAIL JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH PLATES WITH 0A31'x 3'NAILS @ rO.C. 4 /-JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER 41INIMUM NAILING OF STAGGERED WITH 0.131'x 3 X"NAILS 6-O.C.STAGGERED (16)0.131'x 3'NAILS IN THIS ZONE. ROD ASSEMBLY CENTERED THREADED TICAL STUD TO J� (TYPICAL) STUD TO PLATE NAIL ON SPLICE IN PLATE OR THREADED ROD BI-E PLATE TYPICAL FRAM114G AT CHANGE IN 81 MAX. Br"MAX. ASSEMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AM KING NECTION L PLATE HEIGW JOINt STUD REQUIREMENTS J%am END NAIL 6'MAX (SEE WALL LAYn ____--r-MSTA36 STRAP CENTERED ON CHANGE IN :20 (2) PLATEHEIGHT (3) (4 41 T-1 11 �.rHREADED ROD ASSEMBLY WITHIN �24 (4) 11"OF SPLICE IN LOWER RATE ALTERNATE IF ROD IS GREATER I I '\-2x4 BLOCKING BETWEEN STUDS TOENAIL L-200 P (6 :"HAN T FROM SPLICE ADD NAIL EA 4 PLATE TO JACK STUD OR ENDNAIL EACH END TO ADJACENT AQL NAILS NOTED 'x3) MSP AT SPLICE. 3 0.131'x 3 X'NAILS TOENAIL STUD WITH(3)0.131'x 3 Y4'NAILS ARE 0.131 OR 2K.-SPF#2 STUDS @ i6-O.C.(U.O.N.) (SEE WALL LAYOUT) fl -90ER NAUNG REQUIRE OLE SILL REQ 'D WHERE OPENING WIDTH EXCEEDS O.N 2x6 (i)NAILS PER PLY THREADED ROD ASSEMBLY AT 2X8 (4)NAILS PER PLY NOTED SPACING JOINT SILL 2)cio) (5)NAILS PER PLY PIA 2025 (6)NAILS PER PLY 2X_TREATED SYP SILL PLATE 111L I I (5)NAILS PER PLY *4LA (6)NAILS PER PLY j 4"MIN.; sl TYPICAL STUD TO SILL PLATE mpsoN X-x r TrTEN HD 14'LW THREADED ROD ASSEMBLY (7)NAILS PER PLY 1?MAX. CONNECTION (BEYOND) lg*LV*L (9)NAILS PER PLY BUILT-UP CORNER POST SIMPSON X'x 6 Y4;MN HD ROD COUPLER BUILT4JP POST(WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 3 Ye TAGGERED NAILS rO.C.S Jl; , DETAIL TYPICAL WALL FRAMING CONDITIONS 8'MAX 1177 1 u- INSTALL MSTA24 ST INSTALL DSP CLIP gfWD.C. LOOPED OVER DOUI PLATE.NAIL TO CRII MAXIMUM SPACING (i(U.O.N.) EACH SIDE WITH(6) .131'xIX'NAILS. Ht---DOUBLE PLATE -----JACKS AND KING STUDS STRAP CRIPPLE TO HEADER NTH (AS NOTED) HEADER(AS NOTED) LSTA18 STRAP 2)�_BLOCKJNG(TYPICAL) (3)0.131'x 3 Y4'TOENAILS AT EACH END UYPICAL) ------------------ ---- ------ rT----T-,--r __rT----T-1 -7 r--- rT---T 7 TI __��NAIL EACH SILL PLY TO KING STUD THWIDED y ROD ASS§MBLY THREADED ROD ASSEMBLY WITH 1(3)0.131'x 3 A'NAILS TOENAIL OR ENDNAIL(TYPICAL) INOTE: NOTE: THREADED ROD AIS61111 THREADED ROD A BEVEL BLOCKING AS REQUIRED FOR MINIMUM I �:A: N Yf NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT ONZAGE NOT REQUIRED AT MEMBERS.PPICAL) DOOR OPENINGS#..O.N.) DOOR OPENINGS w (2)2)( t SILL SHEATHING MAY CANTILEVER UP TO 7 ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS MAXIMUM PAST SUPPORTS.AU WNDOW PT8QUIRED FLUSH HEADER CONDITION DROPPED HEADER CONDITION k, ATTACHMENTS MUST BE ANCHORED INTO 2x ji i I MEMBERS. 61, WITH .1, "mkE DETAIL TYPICAL ARCH TOP OPENING N DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS 1 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 14 n INSTALL SPH_CLIft AT 32-O.C.AT DOUBLE NOTE: RATE ATTACH DOUBLE PLATE TO STUD PER DETAIL'G"ON SD-7 ALTERNATE:MSTAN STRAP LOWED OVER DOUBLE PLATE NAI%%wn(6)10d x 1 Y2'NAIL UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) - D INTO EACH SIDE OF. DOUBLE PLATE UPPER LEVEL STUD) ..........CS16 STRAP(CUT TO LENGTH)FROM UPPER -tv STUD TO BEAM BELOW @ 370.C.(U.O.N.). CS16 STRAP(CUT%LENGTH)FROM UPPER NOTCH BEAM AS REQUIRED TO NAIL INTO UPPER STUD WITH(11)10d AND NAIL FIT BENEATH DOUBLE PLATE STUD TO HEADER E@LDW @ 3TO.C.(U.O.N.). INTO BEAM WITH(11)10d NAILS. NAIL INTO LIPPER STtUD NTH(11)10d AND NAIL INTO HEADER WII 1)IN NAILS. BEGIN NAILING I'MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2K JACKS ...... (TYPICAL-U.Ox) BEGIN NAILING 1*4tAIMUM ABOVE SOLE PLATE -BEGIN NAILING 1"MINIMUM BELOW TOP OF NAILING NOT REQUI00-:1)BETWEEN UPPER SILL BEAM CONDITION: I PLATE AND LOWER-ftUBLE PLATE. (NOTCHED BEAM) BEAM(AS NOTED) T FLOOR SYSTEM(A.%I`*0TED) BEGIN NAJLING I-MINIMUM BELOW DOUBLE L CONNECTION OF UPPER LEVEL STUD OVER BEAM DETAI PLATE \,!��7 THIS DETAIL ONLY)PPLIES WHEN SPECIFICALLY REFERENCED DOUBLE PLATE r NAIL SHEATHING TO DOUBLE PLATE WITH J 'x 2 Y'NAILS @ 6-O.C. LOWER LEVEL HEAQfF A (2)ROWS OF 0.131 2 MONOLITHIC FOUNDATION-EXTERIOR _R(AS NOTED) 'D.C. NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3 e TITEN HD SCREW ANCHOR x 8 or Ye x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24'O.C.OR INTO ADHESIVE or%"THREADED ROD SET 4 Y2 SPH�_@ 32"O.C. CONNECTION OF UPPER LEVEL%ZLID TO HEADER EL DETAIL EXTERIOR BEAM(AS NOTED) A t P'l il ;1 STEMWALL FOUNDATION-EXTERIOR THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFE DOUBLE PLATE _W _NCED r INTO ADHESIVE Y2'THREADED ROD SET BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON(2)2K-JACKS Metal Conn Fastening Schedul A011 U.O.N.) IF EDGE DISTANCE EXCEEDS 5" OYPICAL Sh"pson 10 USP ID UpKft Capacky(111m) Fasitsners AwAorve(u.0 A35 MPA1 rds (12)0.131"x IIW USE MONOLITHIC CONDITION rva CONDITION: 2 ASU44-Z PAL144-TZ 22OD(SYP) (12)0.16T x 2%"or(12)ttp er 3.A- Sff wif 7'embed ABLIE6-Z PAWS-TZ 23OD(SYP) (12)0.16T x 216"or(12) (DROPPED BEAM) _,�Wmr x 316" 5ff wif 7"embed CS16 RS150 1705(SYP or SPF) (11)0.148'x Tin (22)total We �la rve 775(SYP or SPF) T8)UT4 x PAT to D x 1 0 EXTERIOR BEAM TO WALL CONNECTION it , DETAIL TYPICAL DTT2-Z INSTALLATION rE E7,AIL DT= DTB-TZ 2145(SYP)1835(SPF) (a)% 1w %*wi 4W embed 08C HC520 rva (5)O.Axi x 1 IX into gablipE,-.- (USP DM7Z SIMILAR) �7 rva (7)0.131"x 21W into dou pugs I-Q.6A We:we RT7 600(SYP) (5)0.131"x 2W in each jg5r--(jo)t0tal W.5T n1a:use RT7 545(SYP or SPF) (5)0.131'x I W i a 10)U" MONOLITHIC FOUNDATION EXTERIOR H3 RT3A 455(SYP) (4)0.131'x 2'T in each 4, (8)toi rva :: I ",-, HS LFTA6 9WSYP)8MSPF) n each - x 12'TITEN HD SCREW ANCHOR 16 total rva -(10)total rva M RM 630(SYP) 0.148"xlWinewh ALTERNATE ANCHOFt HDOS nfa:use UPHDO 763D(SYP)54WSPF) (20)'/. x 7 SDS or Ye"THREADED ROD SET 7'INTO ADHESIVE 713"w/15'embed PHD5 5645(SYP)40MSPF) (14)%"x 21N SCIS 5fir wif 7'embed(n EXTERIOR BEAM Xf x V TITEN HD wi 2-x Ye'WASHER HDUS PHDS 6970(SYP)502D(SPF) (20)I/V x 3'SD5 7ff w/15"embed STEMINALL FOUNDATION EXTERIOR (AS NOTED) 4*embed FIETA16 Frl`AI6 1810(Syp) (10)O.M"x Iw Ye THREADED ROD SET I?INTO ADHESIVE A, 4 HTS2D,HTS24 or HTS30 HTW20.HTW24 or HTW30 145D(SYP)1245(SPF) (I0)0.I4Wx3`1neai�_pojtotW� H6 CLIP FROM HMM IS or HTSM2D HTWMISorFITWM20 1175(SYP) (8)0.148"x 3"into wood (4)1/2"x 21W Titert into CAM POST TO BEAM INTERIORAPPLICATIONS- (4)1/4"x 1%"Titen into J KrTI6 n/a 39WSYP)3400(SPF) (18)0.162"x 2W IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND Wr W 7"ernbed(n F� Hrr22 rVe:use PHDS 41WSYP) 3WO(SPF) (32)0.148"x 3" 51fr w/7-arnbed(a NAIL AS SHOWN-(6) HTR n1a 4235(SYP)3640(SPF) (18)0.162-x 21W - x 12-TITEN HD SCREW ANCHOR W wif 7-wri(ff FfrT5 n/a 5090(SYP)4375(SPV) .... .a....... 5/8*wif 7'embed NAILS PER PLY or Ye"x 8'TITEN HD SCREW ANCHOR G.131*x3Y4 LIP4 MP4F n/a (12)0.131'x I W n1a �w or Ye THREADED ROD SET 6-INTO ADHESIVE LSTAIS LSTA18 1235(SYP)1165(SPF) (7)0.148*x 3'In each (14)total n1a PT POST(AS NOTED) LTS112 LTW12 775(SYP)6WSPF) (6)0.14W x 3"in each (12)tot�n1a LTS20 15OCKSYP)129qSPF) (10)0.148"x 3' 1/2w/4W embed, DETAL TYPICAL HTT5 INSTALLATION LT= rc H6 CLIP FROM POST MSTA24 PASTA24 1840(SYP)1455(SPF) (9)0.148"x Tin r1fa n1a M6TAM24 15OD(SYP or SPF) (9)0.14W x 3"Int ��D7 (USP PHD5 SIM1UkR) TO BEAM H PT POST(AS NOTED) (5)K"x 21/V Titen into CMqj 4"x 1%'Titen into c2q (5)V ,j, EXTERIOR BEAM ABU POST BASE Me n7a MSTA30 MSTA30 2OWSYP)182D(SPF) (11)0.148*x Tin each _�(22)tt�, VIA (AS NOTED) 'in I&A We MSTA36 MSTAW 205D(SYP or SPF) (13)Orl4W8x 3'ln -(26) MONOLITHIC FOUNDATION EXTERIOR (AS NOTED) MSTAM36 1870(SYP or SPF) (13)0.148'x Tinto wood; We CMRj THREADED ROD SET 15-INTO ADHESIVE %*THREADED ROD x 21W Titen into (8)1/ PLAN VIEW AT TOP OF POST 0. 1 WITH NUT SET IN MSTOW MSTCSS 5WD(SYP or SPF) (38)0.148' 0 rva toW T MTS12 or MTS2D M7W12 or MTVV20 1000(SYP)860(SPF) (7)0.148"x3"in STEMINALL FOUNDATION-EXTERIOR ADHESIVE �-(14)t'otal rva NO(SYP) MTSM16 or MTSM20 (7)0.14W x 3"into wood nra A THREADED ROD SET 15"INTO ADHESIVE (7'EMBEDMENT) (4)Y."x 2Y."Titen into CA% j" (4)%"x I/.'Titen into c2ff&,t, M, 'x 3W A 1 1%2 4"embed J INTERIOR APPLICATIONS- PA51 TA61 3885(SYP or SPF) (21)0.167 x 21W or(21) SPH4 or SPHS SPTW or SPTW 13MCSYP)1170(SPF) (12)0.148x I,/ We SSP 350(SYP or SM (4)0.146'x 114"into stuul.% IF EDGE DISTANCE EXCEEDS 5"USE Irva (3)0.148"x I W i�!o dou THREADED ROD SET 8"INTO ADHESIVE Plate ISTA014 14430(SYP or SPF) 1(38)0.14W x 3 STHD14 Notes: SIDE VIEW AT BASE OF POST 1.All ccnneLqon;are mantftatured by Sk"on Strong-Tie or LISP Stnictural Connectors(U.C.N.) 2.SYP SotMvm Pirw,SPF Sprwe-Pine-Fir 7 ��D DETAIL TYPICAL HDU8 INSTALLATION rF DEVIL-TYPICAL CONNECTIONS AT EXTERIOR POST 3.Mono monolifte ccnayste�stem masonry sternwall or bond beam i41, 14 Ancliorap refers to threaded anchors with noted diarnieters and embadment depthe j Q�7 (USP PHD6 SINUM) S Lf lf�il f", 1,4