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Plans 310 6th St SFR 2012 MAP OF SURVEY FILE C py I LOTS 3 AND 5, BLOCK 7, PLAT No. 1, SUBDIVISION "A"',, ATLANTIC BEACH, AS RECORDED IN PLAT 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DU\yAL COUNTY, FLORIDA. 6th STREET 40' RIGHT OF WAY PAVED PUBLIC IROAD SITE BENCHMARK SET MAG NAIL AND DISC IN E SIDE WOOD POWER POLE ELEVATION 13.00 NGVD 1929_,-,N5'5 EDGE OF PAVEMENT 3/4• IRON 99.98' FIELD 12.2 FOUND _ PIPE, 3 CAP 11.7 100.00 12.3 CONCRETE WALK 50.0 11.8 50.0 12.2 FOUND 1/2' IRON 50.0' 017"PALM A PIPE, NO CAP D 75 m 23•LIVE OAKO rr 0.3' ` 6"HOLLY( I W 1y� 14•PALM V 12.8 I > O c of d 13-PALM O 3 13"PALM(� 16"PALM 14"LIVE OAK 13•UVE O (�" E� O 015•UVE o*K 14 PALM o p 19"LIVE OAK F_ 1.6'/ X1�-.T 8 4.7' K11.6 1CO6'PALM I o Q x11.4 O � 28.5' 28.5'12.1w O 9.9' 2t.4 2.9\ 122 ONE STORY FRA E U M tt.7 RESIDENCE. N t4"PALMA 16PALM N No. 310 ~ 21.0' 22.7' 28.5' O 9.9' 11.60 cJ CONCRETE + 6 3. CONCRETE- X11.4 15•PALMO p O 12.1 PUMP ON X11.7 A/C PAD O BLOCK PAD O�' IR Lo 15'LIVE OAK 01YUVE-SOAK B"LIVE OAK O N cr) �- O Q 13"U OAK 00 O Lf)O 10"LIVE OAK 9"LIVE OAK B"PALM u[7 010"LIVE OAK 9`UVE OAK pQ LOT 7 3 LOT 5 9 LIVE OAK LOT 3 018"PALM LOT 1 z 18"PALM 14'PALM O 11.8 0.4' 12 0 G-Wg- ,_ - +1 6X ntT' OAK . - 14PALM 10`LIVE OAK� O 2.8 14"UVE OAK 011 LIVE OAK 10`LIVE OAK O10` VE OAK 14"HOLLY(2)0 7"HOLLY 17•PALM 2.4' O ) O 11-PALM p 13"PALM/`�J' 016-PALM O10'LI OAK 6' CH_AIN 1 2' LINK FENCE 12"P I Q 10 20 40 014•u OAK " p 8•HOLLY(2) Q 13-PALM SCALE: 1" = 20' x I 13"PALM 13"PALM 0 �r Z7 O UA O O 17-PALM I B O8"PALM Q 09-PALM 13"MAGNOLIA p I rLAUREL OAK p 0.2' 1t 0 50.0' 12"LAUREL OAK 11.9 50.0' 17"PALM 16"PALM 11.9 FOUND 3/4• IRON io 4 00 00� O 12"PALM FOUND 3/4' IRON PIPE, HO CAP I PIPE, NO CAP 11 4 Wood FENCE 100.11' FIELD z a E. LOT 8z LOT 6 LOT 4 LOT 2 NOTES: THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOCATION. NO BUILDING RESTRICTION LINES AS PER PLAT. ANGLES AS PER FIELD SURVEY: A 89'50.'50" B 89'55'22" C 90'01'44" D 90'12'04" NORTH ARROW PROTRACTED FROM PLAT. ELEVATIONS BASED ON NGVD 1929. REFERENCE BENCHMARK IS A MAG NAIL AND THIS SURVEY WAS MADE FOR THE BENEFIT OF DISC LB 3672 IN THE E SIDE OF A WOOD POWER POLE AT THE NORTHWEST JEFFREY W. NELSON AND KIMBERLY M. NELSON; PROPERTY CORNER OF RESIDENCE No. 352 FIFTH STREET. ELEVATION 10.02 MGVD 1929, OLD REPUBLIC NATIONAL TITLE INSURANCE 10-HOLLY(2) DE140TES TREE WITH MULTIPLE TRUNKS. COMPANY; AND ANSBACHER & SCHNEIDER, P.A. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (FILE No. 110438). (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE DOA W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED TOPOGRAPHIC SURVEY *ITH TREE FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." LOCATION MARCH 12, 2V2• FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: _ BOATWRI GH T LAND SU R VEYORS9 INC. DATE:CTOBER 7, 2011 DRAWN BY: MCC FILE: 2012-0174 1500 ROBERTS DRIVE, JACKSONVILL9 BEACH, FLORIDA 241-8550 SHEET 1 OF 1 X-REF 2011-0744 :. ... .. ... . . I . 1111 E :.¢ i? __ 1111... 1111. .. ....... 11...11....... ......... ........-....... ......... ......... ....._........ ..... ..... 1111... -_- -I-1-11-11-1 ..-..-..-- - -.- ---.--_- -..-. .-..-..-..-11-11 - -..-..- -_- -..--..- 1111.. ..1111.. 1_111. ........... ____._ ........... 1111 1111. ..1111.. ... a9: 11-11 -.-.-.-.-..---.- - - __ _ _ - - -_-..-- - - - - - - .._._ -__-_-_-. _ .- _-. - -.--------_._..__--.--..-.-.---_- __ - ;�. .. ..1.... ._ _ .;..'. 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I 1 „, l e # date description rear yard I i I I - ,:. I . .. - % , i I ...:. .::. 1111 I 1LL - ..:.:<. „ .. I .......1.11..1................. . � 111.1:,. _. ,. R I % ;�: y i - - - k. - - - - - - - ::- �. it� ...... .. ...... ...... 1 1 i.: i _ I . - .......... .. . . . '. -.,,:.: . -R .. .... .. ......................... �,e : I E: - �. `" ., 1111. -...1111.. 1. i ON . o.' new 4'-0"fence -I :F description „ o W all around 1 r ate es n s, T .p , ....:., - - 1 . 1 Liah 1 ' 1 1 - - - ......, -�. «--1111__� - ::. I'll _ ......--'._. .. ...... 1111, ,1111 r- . ..,...�- .......... ... .....1111 ..... .. . �,.. 1111- -.- .... -__ - -,.-. -,. ,. .._ 1111.. 1111 1111.. .-..�..�. :.�..� �..�...� 1111 - ..a. - J q 2 _. . . # . - DRAWING- . Project# 1109 11 Scale 1/4"-1'0" t Drawn by 9t - s i t e p l a n Checked by 9t �,/'� = 111. �'�t1 . 1145.4%impeiou 1. Proposed Site Plan 4 D R A W I N G ii A 1 ,00 i� I I �_ ,a�l.rArMlll.aI - lrl�+�E ___ I I - S H E E T - OF - FILE C .... • • I documents } r DESIGN SPECIFICATIONS: GENERAL NOTES: , al requirements of this project. 8. All concrete slabs on rade shall be the thickness as indicated on the drawings over N Project has lbeen designed in accordance with the 2010 Florida Building Cocie, 1. The scope of these plans is limited to the structutr q P J g 9 0 Residential, rand the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(19lumbing and HVAC),waterproofing, minimum 6 mil.polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with and flashing requirements are not addressed in hese plans. 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, LL DESIGN CTERIA: or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY = 2. It is the intent of the Engineer of Record(Engine@r)that this work be performed in complying with ASTM C1116(u.o.n.). Wind Desigim Method ASCE 7-10 conformance with all requirements of the authoritties having jurisdiction over this type m Basic Wind %peed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and Building Caregory: II other deleterious material.Structural fill shall be compacted to a density of at least N z Wind Importfance Factor 1.0 3. The contractor is responsible for the means and imethods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated LL Wind Exposiure: C(Enclosed Structure) contractor's sole responsibility to determine the 19rocedure,sequence,and temporary with termite poison before slab is placed. O ¢ -Building Clarification: Residential bracing as to insure the safety of the building and its component parts during W Building yp�e:T Type V Construction construction. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be UJI Wind-Boma-Debris: NOT located in the wind-borne debris region compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density F N 4. The contractor shall verify all conditions and dimLensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. Z UJ Unless otheitwise noted,project site considerations shall be the responsibilit(of the commencing work. Q O o 11- The following minimum concrete cover shall be provided for reinforcement: owner and/(&contractor. Examples of such items include,but shall not be limited to, w w determinatign of grade elevations,drainage features,and special requirements 5. The contractor shall supply, locate,and build int®the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth z z ` associated with FEMA flood hazard and/or DEP zones. plates,openings,sleeves, hangers,slab depres_§ions,or other components as may be 2" Concrete exposed to earth or weather required to attach and accommodate other work. 1 '/Z'Concrete not exposed to earth or weather DESIGN D 4AD LOADS: .•' ~� 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the folio Floors: and shall be construed to apply to any similar sit4iation elsewhere in the worts except minimum lengths: The design door dead load of 12 psf assumes a floor system utilizing wood d #4 bars: 21"minimum decking or where indicated otherwise. - wood subfloloring over wood truss,wood I j #5 bars: 26"minimum 1-joist,or solid sawn lumber framing. The floor � A covering is 4rssumed to be carpet,vinyl,wood or ceramic tile_ The Engineer shall be 7. Refer to the structural drawings for all structural dietails and sections. The contractor #6 bars: 32"minimum notified if th*floor coverings differ from the noted assumptions shall contact the Engineer for clarification in casePs of conflict between the structural Z drawings and any drawings prepared by others 19rior to commencing work. 13. Reinforcement in footings shall be bent around comers or comer bars shall b�t; d,q pe,•° V ,8�ff At 8. It is the owner's and/or contractors responsibility'Metall nor Shingle: 10 psf(Rafters)7 psf(Wood Truss) P ` pct Roofs: ' to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs,bolsters,etc., necessary to support r''+�r,,,� Concrrete or Clay Tile: 15 psf The design of the project structure assumes an�Ilowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall haveIle ' $ Refer to Arcthitectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil c9nditions encountered differ from the ends which are plastic tipped or stainless steel. Z= o noted assumptions. All requirements for site prej9aration and soil compaction specified in the soils report shall be followed unletss more stringent requirements are MASONRY: U. DESIGN LICE LOADS: 'Z U. is specified in these plans. w 'A z Floors: General: Exterior Balconies: 60 psf CONCRETE: U► U_ Exteriior Decks: 40 psf 1. All masonry work shall be in accordance with"Building Code Requirements for 41a w W Stairs- 40 psf(or 300 Ib point load) 1. All concrete work shall be in accordance with"BWilding Code Requirements for Masonry Structures,"ACI 530-08,and Specifications for Masonry Structures,"ACI w o &N Gara%es: 60 psf(or 2000 Ib point load) Structural Concrete,"ACI 318-08,and"Specificattion for Structural Concrete,"ACI 301. 530.1-08 o L m All Otther Areas: 40 psf 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of } Attics: Slabs on grade,footings,and mise.concret*: fc=2500psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". LL Withftt Storage: 10 psf Structural slabs,walls, beams and columns?: fc=3000psi „ 'x With !Limited Storage: 20 psf Designated radon zones only-all concrete fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Ji N With%torage: 30 psf(fixed stair access) in brick veneer. d 3. Cement shall conform to"Specification for Portiat9d Cement"(ASTM C150) it M N Roofs: 4. The contractor shall be responsible for the design and installation of all flashing. F LL Less than 4:12 slope: 20 psf 4. Aggregate shall conform to"Specification for Cor9crete Aggregates"(ASTM C33) M 4:12 dope or greater. 16 psf Concrete Masonry(CMU): 5. Water shall be clean and free of injurious amountlss of oil,acids,alkalis,salts,organic ' a DEFLECTIQiN CRITERIA: material or other substances that are deleterious,tto concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-0613,Hollow Load-Bearing Concrete Masonry Units,normal weight,with a minimum compressive strength of SCALE: Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 Wriless otherwise noted on the 1900 psi(fm=1500 psi). 9-=V-t�E.1 DO NBrittle;Finish(wind load): U240 structural drawings.All reinforcing details shall c6triform to"Details and Detailing of THIS DRAWING FlexibJle Finish(wind load): U120 Concrete Reinforcement;"ACI 315, unless details otherwise on the structural 2. All continuous reinforcing steel in ma " "` " = is ° Wing ELEASEDATE: Floors: drawings. minimum lengths: oras-is vis #4 bars: 20"minimum Live Lioad: U480* ement of reinforcement #5 bars: 25"minimum Total Load: U240* 7. TolesR. *Increased Moor stiffness may be required by floor covering manufacturer FILE CUM shall b i Concre a ction and #6 bars: 30"minimumMated rhX11111 he sill plate. Roofs: ATZANTIC !EJ 3. Grout all cells containing vertical reinforcemen i - axLive 1-<oad: 0240 SEE PERMITS FOR ADDIT $ DRAWN scMF Total Load: U180 REQUIREMENTS AND CON4. Provide cleanouts per ACI 530.1-08 in the bottom course of masonry when the wall CHECKED Br: height exceeds 5'-0". �•IMEMMBY: �l D SHEET: -- 5. Beam reinforcement shall be continuous across control joints. S_1 r Clay Masonry(Stick): 12. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.131"x3%<"nails @ 12"P-c. o 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/<"nails @ 8"d.•c (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design Hollow Brick, rhes ectivel . Grade SW shall be used. 3 " screws 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's P Y 4-ply beams with(2)rows of Simpson 6 /4 long SDVV/ @ requirements. _JU. 2. Brick veneer*all be anchored with approved ties spaced no more than 16"o.c_ STRUCTURAL STEEL: a vertical and `!V o.c.horizontal. Additional ties shall be provided around all wall W openings greener than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications or Design and Fabrication and � 0° o.c.and placard within 12"of the openings. Erection of Structural Steel for Buildings(latest editior9s)• a.Welded connections: AWS D1.1 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural steel shapes,plates: ASTM A36 WIND PRESSURES ON WINDOWS, DOORS & € a have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or X4501 SOFFITS (psf) € �yE r 22 gage by 713$"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural steel tubing: ASTM A500 cr w Adjustable or strand wire veneer ties shall be used at CMU walls. AREA OF OPENING EDGE STRIP (5) INTERIOZONE (4 991 o: R 2. All structural steel connections and fabrications shall reomply with AISC specifications. � �5 y 4. Unless otherwiise noted on the plans,a steel angle L4x4x1/4 shall be used for Pos Neg Pos Neg J W = g X supporting briejk veneer over openings_ This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineetr for approval prior to fabrication. _ CD windows where brick is self-supporting_ If the length of the opening exceeds 8'-0"then 0 to 20 sf 24.2 -32.4 24.2 -26.2 � ;, the steel an lea shall be attached to the wood framing with 3/8"x 3"la screws 12" punched- Flame-cut holes 20.1 to 50 sf 23.2 -30.1 23.2 -25.2 T W 9 g 9 @ 4. Holes required for bolted connections may be drilled P o H p 50.1 to 100 sf 21.7 -27.3 21.7 -23.8 _ W W 5 O.C. shall not be used. ` w�JL-�- �� 100.1 to 200 sf 20.5 -25.2 20.5 -22.6 gseu�� 16" Z 200.1 to 500 sf 19.5 -23.0 19.5 2am WOOD FRAMING$,: 5. Bolts shall be installed to the"snug-tight"condition-�•o.n. - ` � $ J,! Soffit Design Pressure 24.2 -32.41 24.2 •"• °"� 'a,' 1. All wood framitn has been designed in accordance with"National Design S ecification Base Design Pressure 20.50 GCpi=t0.18 ''` 9 9 g P 6. All structural steel shall be shop-painted with SSPC p'2aint 15(red oxide}primer. Prior (NDS)for woofd construction,"2005 edition. to painting,steelwork shall be cleaned per SSPC SP-CO"Commercial Blast Cleaning". ILIJ 4 4j rn _ = y 2_ All wood members exposed to weather or in contact with masonry,concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the'final coat to all structural steel shall be treaterd with an appropriate reservative suitable for the exposure conditions. ° 0 P Po surfaces exposed and visible to the exterior of the stnYcture. _ P 3. If ACQ treatment is used on an wood member,then all nailing shall require re final finish. TYPICAL EDGE STRIP 5 Y 9 q 8. Field touch-up after installation where required to rests O ,°_.. hot-dipped galWanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50. a=6.0' >.,,�� ' < �"1'! If borate treatrMent is used then galvanizing is not required. HARDWARE AND ANCHORS: %�,,, cn Z TYPICAL INTERIOR ZONE(4) 1 Z W 4. Prefabricated Wvood trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the strutctural drawings shall be r a Metal Plate Coinnected Wood Truss Construction(ANSI/TPI 1-07)." manufactured by Simpson Strong-Tie or Engineer approved equal- 'r W F_ 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordaince with ASTM A307 or ASTM F1554, Grade 36. .......... 6. The Truss Marmufacturer shall submit shop drawings and design notes with a registered Englineer's seal for approval. Design notes shall include the rated load 3. All metal connectors and hardware which are exposed to the exterior or in contact ;..: :....... W� W r...... ffi capacity of the truss to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316§tainless steel or galvanized per ;; ice trusses utilizing the connector system proposed_The contractor shall approve ASTM A153,Class C,or ASTM 6695,Class 50. .; . r ,,,,, rte' x .................... fabrication and installation drawings showing size,shape and layout. ,Z LL 4. Anchor adhesives shall be either Epoxy-Tie SET or Algrylic-Tie AT by Simpson 7. Jobsite handlirhg and erection, including temporary bracing,during installation of Strong-Tie(with Florida Product Approval)and install*d according to the e -•� - trusses shall cfomply with TPI/WTCA SCSI 1. manufacturer's instructions. Holes shall be cleaned o all debris and brushed out prior to installation of anchor adhesive. - 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened42 9 - Z to their suppor4ling walls or beams with metal connectors as noted in the TrussJ=u � � ROOF COVERING: j Connection Schedule. I ~ 1. The contractor shall be responsible for the design and installation of the roof covering 9. All gable ends;:$hall be balloon framed or braced in accordance with the applicable system. detail as showrn in the structural drawings. scA 2. Asphalt shingles shall comply with ASTM D3161 and toe installed according to the Y°-1 o•tU.o.N.> 10. Guardrails, harhdrails,and uard in-fill com nents Balusters and Panel Fillers shall �NOTSCALE 9 Po ( ) manufacturer's requirements. RE be provided by/others. THWSDRAWING E DATE: 3. Clay and the roofs shall be installed per the"Concrete'-:and Clay Roof Tile Installation evi Q%-13-12 11. Engineered lurrnber(LVL, Parallam or LSL)shall meet the following minimum material Manual,"and the manufacturer's requirements. 9 Ns: specifications: LVL or Paralliam LSL 4. Standing seam metal roofs shall comply with ASTM E_[1514 and be installed according E=1,900,000 psi E=1,550,000 psi to the manufacturer's requirements. Fb=2,600 Ps1i Fb=2,325 psi Fe=750 psi Fc=800 psii9 installation of all metal flashing DRAA�hBy: 5. The contractor shall be responsible for the design andl Fv=285 psi Fv=310 psi CMF and valley material. cHEciyD By: SHE T_S-2 L O J r 83'-102 1q , 13'-0 q 9 4" 8'8" 9-4- _ 18'-6" < x co ----24"x 24"x 12"PAD FOOTING J WITH(2)#5 EACH WAY(TYP.) _ L#_ DETAIL"E"ON SDA x m cin Q � m y co 20'-112" 15'-10" 1 261" 20'-6" 6" op V ' Z -- -- -- --- -- N "' W I J Lp z W II L-L----- ---=--- - I g Q o B I SDA Z W r m 1 I I o C? o O �N+U9e1�u�i� LL F W ,Awe,J I I Z I ,Af H ----- - --- J 19 — —— — — ———— N 4"CONCRETE SLAB WITH I ` Lilaa 6x6 W1.41.4 WWF OR s w " FIBERMESH OVER 6 MIL I =` " p " SD-2 VAPOR BARRIER COVERING "' SD-1 SD-2 1-111" CLEAN,COMPACT,TREATED FILL I 1 e`6f`' ym"r, "" ,•'' " M2 " 11_61i 12-91 1 1 '4 1 m ... 1 J=rf o 4' 6' 12'F?" ;� 81-11"2 11'0" 4-0" 3'-72" 2'11" 14'3" I I �r'f/1"d!tl6iit _ o z w 5,93 � I I B Wa z SDA LL ci -- — =-- --- 1 IH — w M K I 1 v SD-2 m � W LL II " II II Y --J L-- - ---J I LL H ci C7 1 q i! d o 11 662 13'-9" 1 N v> - w � 0 1 I `` I B z LL SD- Fr D-r _ r `D CJ=SUGGESTED CONTROL JOINTS EMBEDDED STRAP AT EACH — — —— — ' V' ;� I iv L— — J N �, D I " LOCATIONS(SEE DETAIL"T"ON SD-2) SCALE: ~ G�GEDO"F"ONSOR A _ _ ___ _ ____ - -_ d J -- -- SD-1 S E DETAIL"F"ON SD-1 r —— ———— — —_ ————— I T =DENOTES TWO STORY THIS NG mi ————— I FOOTING CONDITION RELEASE DATE: m o I m 0613-12 J N EV N N I '� 1 " CONTRACTOR SHALL VERIFY ALL DIMENSIONS N 23-9" 5-31 o 12'-1" 27 ( 2 9'-6" g_3^ USING FINAL APPROVED FLOOR PIAN PRIOR 6" m '� vii TO CONSTRUCTION. L— —J. L_ —_1 6 DRAWN BY: 30"x 30"x 12"PAD FOOTING- CMF35'-7" WITH(3)#5 EACH WAY(fYP.) g_5" 8.8q gar^ 19'-92" CHECKED BY: SEE DETAIL"E"ON SD-1 J 83'-14. sHEESHEETQ�I.1„1" "]q FOUNDATION PLAN FSS Si3 p:'. .F i,a"A,_ r NOTE:-� _ NOTES: EACH REAR EXTERIOR POST \ o SHALL BE TREATED 6x6 POST ON ,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,, .. ...................... 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 ABU66-Z POST BASE.STRAP POST TO (2)2x12 PORCH EACH BEAM ABOVE WITH H6-Z CLIP. : STUDS @ 16-O.C.FOR PLATE HEIGHT OF 10'-1 Ye"-U.O.N. U. SEE DETAIL"F"ON SHEET SD-7 :III III BEAM(TYPICAL) III III III 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2x4 m :III III SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. E O v 7 III IIIL 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. . z _SW-3 _ SW- LL NOTIFY ENGINEER OF ANY VARIATIONS. uj g 4 uj (2)2x10 HEADER V3 :: SW_3�- O w x I• _•_ �_ 2J 2K !- � t; {2)2x8 HEADER (2)2x8 HEADER CONT.(3)SPANS {2)2x10 HEADER -� = M J YII 2J 2K 2J 2K 2J 2K € F z CONT. 2 SPANS .J ¢III CONT.(2}SPANS ( ) � IiJ I; �y x til I ............................................... '"f a z �• �VIII ,� ,,-� .•• •. ' ''--o, . . - .. ... . :�3111 __ - � ''•. _8W-3 �W __ /-(5)2x6 BUILT-UP (4)2x6 BUILT-UP, .—......... POST(MIN.) 0 POST(MIN) – f ,-(6)2x6 BUILT-UP Zjdb !! ;!t .. :. POST(MIN.) >� i i - ,`✓� \ �(6)2x6 BUILT-UP:.. i �� my POST(MIN.) M� SHEARWALL LEGEND: ffi �� (4)2x6 BUILT-UP ((4)2x6 BUILT-UP,\ I :::::::... = NON-BEARING WALL '� 10+"'" U)= Y POST(MIN.) POST(MIN.) `\ _ Z z .rrrl0 arrrr rim ar�wr �r�rt BEARING WALL 0 tttt:t•.• .. —SW-6— w Z a �� (2)2x6 BUILT-UP O = SHEARWALLS FASTENED WITH LL wo Y o POST(MIN.) 8d COM(0.131"x 2 Y")NAILS @ (3)2x6 BUILT-UP 6"O.C.ON EDGES AND 12"O-C- cwi i POST(MIN.)TO :a .<•. 2X6 FRAMED FR!AMED ON INTERMEDIATE SUPPORTS.ABOVE NN WALL (2)2x6 BUILT-UP, a cW� ILL o POST(MIN.) r, :. :::: :.':i::• SW3 x w �I (3)2x6 BUILT-UP'' (2)2x6 BUILT-UP — — a O •- (2)2x6 BUILT-UP J POST(MIN.) POST(MIN.) = SHEARWALLS FASTENED WITH LL (5)2x6 BUILT-UP,\ ""' POST(MIN.) 8d COM(0.131"x 2 Yz j NAILS @ POST(MIN.) _ __ — _ 3"O.C.ON EDGES AND 12"O.C. \ ::= SWC ON INTERMEDIATE SUPPORTS- I 11L EMT (2)2x6 BUILT-Up:::: \..(2)2x6 BUILT-UP POST(MIN.) POST(MIN.) SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL r(3)2x6 BUILT-UP (2)2x6 BUILT-UP's. _ } POST(MIN.) (3)2x6 BUILT-UP- POST(MIN.) I LL / ( ) • POST MIN. � NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.0-N. 9 a . � WOOD FRAMED HEADER LEGEND: � 15CALE: I _ SIZE =r-0"(u.o.N.) I OF HEADER DO NOT SCALE E - E THIS DRAWING S3 SW-3 SWT Rk#LEASE DATE: . SD-7 ILII ILII: SD-7 2 lac_HEADER 06-13-12( ILII GARAGE DOOR NOTES J K 1SIONS: 2 DE 2x12 HEAR 2 2x12 HEADER """' :ILII 2J 2K 2J 2K :ILII ILII: 1. INSTALL(ij MSTA30 STRAP AT EACH END QUANTITY QUANTITY NOTE: ;ILII ILII: OF GARAGE DOOR HEADER.NAIL STRAP OF JACKS OF KING STUDS EACH FRONT EXTERIOR POST : _ �p�BE��PI�� INTO HEADER AND JACKS BELOW. =.. .. = = = .. .. . ' SHALL BE TREK ED 6x6 POST ON ,,,,,,,,,, •••••••••••••••••.. 2. EMBEDDED STRAP AT EACH END OF GARAGE NOTE: DAWN BY: ABU66-Z POST BASE.STRAP POST TO DOOR OPENING SEE DETAIL"F"ON SD-1 ALL WOOD FRAMED LOAD BEARING HEADERS CMF EACH BEAM ABOVE:WITH H6-Z CLIP. SHALL BE MINIMUM 2 2X6 Not OR BETTER C+kECKED BY: SEE DETAIL"F"ON SHEET SD-7 3. GARAGE DOOR SHALL BE RATED FOR A SYP.INSTALL MINIMUM(1)JACK AND FSS WALL LAYOUT-FIRST FLQ R MINIMUM DESIGN PRESSURE OF 22.0 psf f (1)KING STUD AT EACH HEADER(U.O.N.) - L S 4J r m NOTES: __. a 4 Of 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 f STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9'1 Ya"-U.O.N. LL x t� 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 0 m SPF No-2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9-1 Ya"-U.O.N. LL z 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. D NOTIFY ENGINEER OF ANY VARIATIONS. z a -(2)2x6 BUILT-UP J EXTENDING UP W ' f' TO RIDGE uj I ' 0 LU = Lu (3)1 "x 11%"LVL- [BALLOON FRAME' Q ~ WALL �iotI I ~..3 z-W c ` tl w p W III e,Aeee �k! $ a Z WALL BALLOON FRAME I �}rt7 ` MIN.(3)2x6 ° y BUILT-UP POST wlHHHIDDEN - - SHEARWALL LEGEND. �'� HANGERS d`,� (HEADER IS NOT (5)2?x6 BUILT-UP ........... = ING WALL trr;:u:.' _ ...............:. CONTINUOUS) -_ .: pOI,ST(MIN.)EXTENDING .• NON-BEAR III UP'1T0 RIDGE Z O = BEARING WALL d 4a m :............ Z o . ..... .............. sw s b 4 a SHEARWALLS FASTENED WITH III 8d COM(0.131"x 2 Y")NAILS @ ~ ::...... ;; w wa ... .... :.... _ 6"O-CL ON EDGES AND 12"O.C. �j v ON INTERMEDIATE SUPPORTS. w o wm \-(4)2x6 BUILT-UP III _ oLL $ POST(MIN.) _ SW-3_ X a ........ . ....... . .......... O = SHEARWALLS FASTENED WITH LL 8d COM(0.131'x 2 NDN IILSS @ W 3"O.C.ON EDGES .C. ON INTERMEDIATE SUPPORTS. MIN.(3)2x6 o BUILT-UP POST _ W LL SBS - SHEATH BOTH SIDES OF WALL wl HH HIDDEN Z •• AT INDICATED SHEARWALL "' HANGERS V (HEADER IS NOT a CONTINUOUS) NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N. =i8 ng —� WOOD FRAMED HEADER LEGEND: SCALE: SIZE J5'=V-0"(U.O.N-) `BALLOON FRAME OF HEADER 00 NOT SCALE THIS DRAWING WALL RELEASE DATE: 2 2x_HEADER 06.13-12 =rK REVISIONS: — — QUANTITY QUANTITY g OF JACKS OF KING STUDS NOTE: DRAWN BY: ALL WOOD FRAMED LOAD BEARING HEADERS CMF SHALL BE MINIMUM(2)2X6 NO.2 OR BETTER CHECKED BY: FSS SYP.INSTALL MINIMUM(1)JACK AND WALL LAYOUT-SECOtop FLOOR (1)KING STUD AT EACH HEADER(U.O.N_) _5 L J r X a0 NOTE:-- EACH REAR EXTERIOR POST N SHALL BE TREATED 6x6 POST ONa ABU66-Z POST BASE.STRAP POST TO — - - — — - - _. I. EACH BEAM ABOVE WITH H6-Z CLIP. :I III SEE DETAIL"F"ON SHEET SD-7 ;III III v :III III lx m :III III °o f- sQD7 \ :III III SD7 U. z .......... ;........HTT5.... N 4 QE wHn HTTS lz 7 , TT5 HTT5 ' `i HOEDOWN i p GWC HOEDOWN HOLDOWN HOLDOWN ;••. ? O N \� TT5 jr W x - N HOEDOWN SD-5 W O p o HTT5 q W v HOEDOWN III \\-MSTA24 AT ENDW J ;�O III OF BEAM wl LTT20 t�uuse� =W J IIIHOEDOWN AT SILL ............................................... : ,�.��' qi W Z HTT5 (ALT:THREADED ROD) HOLDOWN III .. ...., .. HTT HTT5 . HOLDOWN '• �OLDOWN HTS24 HTS24 HTS24 AT -\ AT GIRDER AT GIRDER :.. GIRDER r \_HTS24 AT GIRDER W/ROD ADJACENT:: ,A'�. l°" <roz� � z TO GIRDER -HTT5N. HOLDOWN a / HTS24. HTT5 :: o 00 AT GIRDER NOLDQVVN 02 LL 3 c� •' W W HTS24 AT a AT GIRDER o HTS24 AT GIRDER �j tWi a w/ROD ADJACENT W o TO GIRDER ....................... W • ... .. i i i i i• ••i••i, LLS Z .. ......... . }3TT5 . HTT5-\ / Y 24 HOLDOWN liOLDOWN HOLDOWN HTT5 '� HTS AT GIRDER LL ......... � � R LL 0"05i W ANCHOR TS @ 24"O.C. 2 HTS24 AT GIRDER/ W/ROD ADJACENT\ TO GIRDER .x-HTT5 �//:y�, HOLDOWN HTTS{ THREADED ROD LEGEND: SCALE: HOEDOWN _ Y8"THREADED ROD FROM FOUNDATION TO DOUBLE )V=r-0"(U.O.N.) PLATE.(4"MINIMUM EMBEDMENT REQUIRED) DO NOT SCALE CA E SD-5 SD 5 E SD-7 \.pl HTT5 HTT5 / IIII; SD-7 O = %"THREADED ROD FROM FOUNDATION TO UPPER FLOOR RELEASE13-1 2E; ..... ..... ............................ HOLDOWN HOLDOWN t IIII: DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) REVWNS. i :IIII -MSTA24 AT PORCH BEAM) IIII a = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE G GE DOOR NOTES NOTE:– ;IIII PORCH BEAM IIII EACH FRONT EXTERIOR POST �.� : O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE 1. INSTALL{j MSTA30 STRAP AT EACH END = = = = MINIMUM Yz"0 ROD TO HOEDOWN ANCHOR AND CONTINUE SHALL BE TREATED 6x6 POST ON = = = = = = = = .•••••••••••••••••• • MI DOUBLE PLATE ABOVE. Of GARAGE DOOR HEADER.NAIL STRAP . ..........................................� ..... _ DRAWN ev� INTO HEAZER AND JACKS BELOW. ABU66-Z POST BASE.STRAP POST TO EACH BEAM ABOVE WITH H6-Z CLIP. CHECKED BY. L�D=O=PfENING DE#0 STRAP AT EACH END OF GARAGE SEE DETAIL"F"ON SHEET SD-7 D = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE FSS SEE DETAIL"F"ON SD-1 MINIMUM YZ 0 ROD TO HOLDOWN ANCHOR AND CONTINUE SHEET: THREADED ROD LAYOUT-FIRST FLOOD TO UPPER FLOOR DOUBLE PLATE ABOVE. S-6 L V J r N Pq 101 IN J L1. O QW ° o � O UJI FF " ujlz - 0 F- Lu t; MSTA24 AT' (2)HTS24 AT RIDGE TO ` o EACH END OF POST AND(2)MSTA24 FROM POST TO BEAM ��o n° ��aa�, N ;.t ,.. BEAM AND �<<. ' C. L CS16 BETWEEN Z FLOORS UJ 0 SPH TOP&BOTTOM AND Ya"x 4Yz"SDS SCREWS INTO SPH TOP&BOTTOM AND TRUSS GIRDER BELOW @ 16"O.C. Ya"x 4Y"SDS SCREWS INTO TRUSS GIRDER BELOW @ 16"O.C. -HTS24 RIDGE w co TO POST ; C','. °O Iff(2)HTS24 AT RIDGE TO ''•+j Q 1 POST AND(2)MSTA24 0 _ _ FROM POST TO TRUSS III oQ /GIRDER ZW z z � e 6, HTS24 RIDGE CIli - ............ Z o 0 y NN J /TO POST AND c>U w LSTA18 III _ W a ~M CS16 TO TRUSS ¢ III % BELOW '" C" "'© �� PL III a:co LSTA18 U��o ~ •.. .. ......•• SPH TOP&BOTTOM ANDLu y"x 4Y"SDS SCREWS INTO } LL • • • • • TRUSS GIRDER BELOW @ 16"O.C. x ......... •• J ice. .: (�p(j pp �„ SPH TOP&BOTTOM AND w zo Y"x 4 Y SDS SCREWS INTO Lua TRUSS GIRDER BELOW @ 16"O.C. -HTS24 RIDGE TO POST Y LL L�— — — THREADED ROD LEGEND. SCALE: SPH TOP&BOTTOM AND = Y"THREADED ROD FROM FOUNDATION TO DOUBLE Ya"x 4Yz"SDS SCREWS INTO :� PLATE.(4"MINIMUM EMBEDMENT REQUIRED) DosoTSCALE —TRUSS GIRDER BELOW @ 16"O.C. I ti RELEASE DATE: Y"THREADED ROD FROM FOUNDATION TO UPPER FLOOR f 06-1312 — - Q Z =4 z DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) A REVISIONS: o0 W� 9. w w p = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE wco HOEDOWN(AS NOTED)INSTALLED AT SELL PLATE.COUPLE MINIMUM Yf 0 ROD TO HOLDOWN ANCHOR AND CONTINUE DRAWN BY: TO DOUBLE PLATE ABOVE. CMF = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE CHECKED FSS BY: MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE SHEET: THREADED ROD LAYOUT-SECOND FLOOR TO UPPER FLOOR DOUBLE PLATE ABOVE. S— L J r Q F Q n .. .. . . . . . .............. ............ — 0 III III z m :III III _M 0 III 1 I IST 4 .C. W z :III 2x OCEIL GJ S@2 V g 3 W � Lu DOUBLE UJ v w F O c �-alOLEDGER WITH > H oz (5)0.131"x 3 NAILS / W W W J @ 16"O-C.(EACH STUD) / 3 w z �7 ...... a .,....NOTE: VAULTED ROOF/CEILING o / ✓ TLOWER TO pAPLA NEC k . Tio T Fol LOCATE FLOOR....._- TRUSS DIRECTLY UNDER BEARING i/ d'J'Jap„pJ a``y LL WALL ABOVE g < S �j02� `■' ' 'i' o o W = k. 03 s v �z w w u, S U a ! LOCATE FLOOR I: FnR F05 1 ( '' TRUSS DIRECTLY c UNDER BEARING x WALL ABOVE W LL nmg BLOCK BETWEEN 0 , TRUSSES UNDER 2x8 C LING JOTS S @ 4"0. RING WALL ABOVE FLk00R TRUSSES 2x6 CEIL G R H WA JOISTS @ 24-OF15 .C. a m .y Y a 1 LL LE LL E: 2x6 CEILING JO STS 24"0.C. n , DO NOT SCALE THIS DRAWING LEASE DATE: ry I) 'a' 0613 72 u u ......... .................. 7� LOTCBE EN FLOOR TRUSSES II ' VE T AL III: r I .L III . ' -............... : -��. BRAWN BY: -NOTE: CMF INSTALL H8 CLIP AT EACH f6HECKED BY: v FLOOR TRUSS BEARING OVER FSS FLOOR TRUSS/LOWER CEILING LAYOULT COVERED PORCH EEr: J i r 4 N U. to ii =' QV O W LL m Z to F= OWC I" 0 y Z (3)1 X/' 1%"LVL- I I Z I H z as NI„ z /VAULTED VAULTED, I I _ i c sr cc LU 2x6 CE LING JOISTS @ 24"0. :-CEILING JOISTS NAIL TO RAFTERS w/(6)0.131"x 3 y"NAILS(fYP.)J L '<<. ;; ��iyYdjJUt �az VAULTED VAULTED 1112x8 CLING JOIJS LO.C- o ..............�'..'.'� �� =z III H w E �� 30 ZU- �� N LL 2x"CEILING JOIS S @ 4"O.C:•.G LL III w iL LL 2x8CEILING JOISTS 2"O-C-:: w o N I v m III � � J Nc 2x6 CLING JbIS S @ 4 0 d� LL • II a N - AU LTED\ VA� H U �I < � LP 8 fid} �II II to 3 SCALE: )V=V-T(U.O.N.) DO NOT SCALE J ETHIS DRAWING RELEASE DATE: w 0613-12 IONS: N N CEILING JOISTS NAIL TO RAFTERS wi(8)0.131"x 3 Y4"NAILS(TYP.) DRAWN BY: CMF CHECKED BY: FSS SHEET: CEILING LAYOUT-SECOND FLOOR S-9 `/ J L r .. 9 Q N .... .... .... .... ... .... .... .... .... .... .... .... .. �. III III IIII � :III III W ,III III 2x10 RAFTERS cLD 4"O? z LU � 4 ... .... ... Lu 3 � h U. N l a 1 III r 2x12 LEDGER WITH W = M W 3 � z III (5}0.131"x 3 Y4':NAILS Lu 16"O.C_(EACH STUD) (2}1 4'x 14"LVL STRUCTURAL RIDGE ' W mi p W III z III ``�� Z • ••- ClICK - III _ •• C CKE s` ,• `� '�',, �" _ ............ I� ad= womi 0 immoll .fs�� 'fo f'►'j Z `5'n�L'r Lao", ALL RAFTERS SHALL BE y z M's @ 24"O.C.(U.Q.N.} �--� z z z LL ............ U O �LL �yU ie <•; W L m 'J IL IIIIIIIII ■ z SCALE: 3'=i•-0'(U.O.N.) _ = LOVERFRAME 9/12 ROOF DO NOT SCALE ONTO 3/12 ROOF THIS DRAWING IIII IIII: RELEASE1312 :IIII IIII REVISION& All IIII :IIII IIII: � 44 DRAWN BY: f CMF CHECKED BY: FSS . I LOWER ROOF LAYOUT SHEET:T: J N J 6" '0 Yi r^� m " 3E U Z g 0 Lu Lu FF _O 2X6 BUILT-UP g pROST TO BEAM I I LL 0 ul ul 3112 ROOF OVERFRAME I $, ONTO 9/12 ROOF 3 2x6 BUILT-UP I IV� 0 POST TO BEARING�� I CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS Span Tables for No.2 SYP Rafters v No Ceiling Load-20 psf LL,t Opsf OL � a 1 SIZE t2"o.c. t6"o.c. 19.2"o.c. �IN a "+ �, ��`se X r ° •. 2x4 9'-1" T-10" T-2" e» z SEE DORtt6ER v '. 2x6 15'6" 14'-1" 13'-3" UILT-UP (5}2X6 2x8 20'-5" 17'-5" POST TT DETAIIL ON BEARII 2x10 RA ERS 24"O.C. x - - �-- - '�"""�_ �O!!°"' o SHEETS 12(T?!{p,) Span Tables for No.2 SYP Rafters-No Ceiling Joist- = Z w with Drywall Ceiling-20 psf LL,15 psf DL 2x8 RA ERS 24"O.C. SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. o Lu W 2x6 15 6" 1311" 12'-9" W 2x8 20'-5" 18'-0 16'-5" 14'8" v 200 24'-10" 21'-6" 19'-7" 1T-6" u- LIJ > > 2x12 26'0" �23`�- 2Q'6" o -Lup i"+•1 w w (dj O — N _.. p Span Tables for No.2 SYP Ceiling Joist W o N �5......••••• = 20 psf LL,10 psf DLa U, mmO " " x T SIZE 12"o.c. 16 o.c. 19.2 o.c. 24"o.c. �- _2x4 9'-1" T-10" T-2" 6'-5"x _ __3�_ tT-3"7 2x8 ' 1T5" 15'10" 14-2w (4)2x6 BUILT-U : :: ' POST TO 2x12 ___T6'-0" 24'4" �2-3-- t9'10" BEARING Span Tables for No.2 SYP Floor Joist x 40 psf LL,10 psf DL g ^ :; SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. W 2x6 9'-$" 8'-10" _74=__T8' 2x8 1 -10" 11'-8" 11'-0" 10.2" 2x12 19'-11" ---I8'-1" _16'10" 15'-4" a G � p•_: TJI Q' O 1fi"TJI 230 SCALE: TF: _ _ c� Roof Framing Notes: �DO NO SCALE} (3)2x6 BUILT-UP `' zt� 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP THIS DRAWING POST TO BEARING z 2. ALL RAFTERS SHALL BE MIN.2x6's 0 24"oc.(U.O.N.) RELEASE DATE: 4§3: N �4 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS 06-13-12 p `bi = cxi WITH(5)10dx T NAILS EACH END. 4. FASTEN ALLLL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL COLLAR TIES TO RAFTERS WITH(5).131"x 3 Y4"NAILS. 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) 131'x 3Y4"TOE-NAILS. 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER THAN ADJOINING RAFTERS.(U.O.N.) DRAWN BY: 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131'x 3 y"NAILS. CMF 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) CHECKED BY: .131"x 3Y4"TOENAILS. FSS 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 SHEET: UPPER ROOF LAYOUT TWIST STRAPS WITH(7)10d x 1 Yz"NAILS EACH END OF STRAP. IS-11 J L r CRAFTERS®NI'O.C. TOENAIL EACH RAFTER TO LEDGER N wTni(4)0.I3I'.3YeNAlLS 2.8 LEDGER IAS NOTM ` NOTE: , ROOF SHEATHING ; o BRACE OVERFRAMING TO TRUSSES OR } Ha Tx>P RAFTERS AS REQUIRED TO MAINTAIN ..1 In W HEADER^\ MAXIMUM 6'-0'SPANS. LL HB CLIP._ 'x 6'LAG SCREW AN)WASHER- v SHEATHING(AS HOTEDI._ (4).131"x3Y< -2x6OVERFRAMING m WMT�ER TOENAILS(TYP) ---------- f6'.r LAG SCREW AND WASHER ~\� WMEMBER , - �'rearcalHrERSINcsTroea6 / SIMPSON H3 CLIP Q POST.INSTALLMITAN M POST IN WALL AT EACH RRACSET 2x8 Not SYP NAILED W _ - - TO TRUSS CHORD Wl ce 6,&MEMBER, _ (5).131'x 3Y4*NAILS �j Pr BO INSTALL N.RSIN(NTo E6 - —TRUSS TOP CHORD OR RAFTER UJ X POST.WSTALL LRAN WASHER. OCD � J = CD ' Q L v A _ ECTION-TYPICAL OVERFRAMING AT EXISTING ROOF w M QZ S-12 J a iii i {u J egtatttDtltTat -NNaN ¢Z BRACKET DETAIL -g r 03 __.....DOUBLE RAFTERS AT 5- DORMER WIDTH OF '% b Ik ir �+ a+ _ TRIPLE RAFTERS AT h" DORMER WIDTH OF (5-6) w —DOUBLE HEADER(U.O.N) raa°aUtTT,17 ='yy Z w TOENAIL DOUBLE TO RAFTER s 7T j z WITH MIN.(6)4.131"x 3)'4'NAILS E U- 4Q z $ TF�0 _02 --- -_ ._-_ -----__ __---- 2x4 COLLAR TIE(TYP.) a j ._....-__ ....-NAIL RAFTER TO RIDGE wl uU (3).131"x 3"TOE NAILS(TYP.) uii `d' -2x8 RIDGE BEAM o N - --2x6 RAFTERS @ 24"oc.{TYP.} _� f/ -(2)2x4's L� Y k' DOUBLE PLY BLOCK BETWEEN Pr / RAFTERS(MATCH RAFTER SIZE) / INSTALL 2x4 BLOCKING AS x i REQUIRED FOR SHEATHING n Z ATTACHMENT AT DORMER z / PERIMETER _ J � , d gg H2.5A CLIP(TYP.) 2x4 NAILER OVER MULTIPLE 14'= PLY RAFTER.NAILED WITH 1'4"(U.O.N.)DO NOT SCALE (2)16d NAILS Q 6-O.C. THIS DRAWING @ WLEASE DATE: 06-13-12 VISK) NOTE S g INSTALL Xe"OSB RATED SHEATHING ON DORMER WALLS-SHEATHING SHALL BE CONTINUOUS FROM LOWER PLATE TO UPPER PLATE. NAIL 0_6-O.C.ON EDGES AND 12"O.C.IN FIELD WITH 0.131"x 2)z"NAILS. 64 AWN BY: CMF c DORMER DETAIL C+kECKEDBY: FSS 5 12 ET a x_12 J r x m �-BRICK VENEER WITH 1"AIR SPACE a v AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. N SPACE AND WALL TIES j CONT.FLASHING,PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC g -SILL PLATE @ 33-O.C. CONT.FLASHING;PROVIDE SILL PLLATE- JOINT FILLER N / Z HEIGHT OF CURB VARIES(8" SILL PLATE- GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33-O.C. r CONCRETE SLAB g 6"MIN. MAX-) v CONCRETE SLAB GROUT AIR SPACE BELOW c1�, SILL—\- 1 FLASHING -`—` GRADE- /-CONCRETE SLAB PLATE \\/\\/\\/\\.. N m CONCRETE SLAB u. 1 #5 CONT. ;RADE z GRADE \ \/i\\//\\ _ \\ \/ / 8"CMU STEMWALL WITH 1 #4 @ 48-O.C. z H \\j\ AND IN EACH CORNER. �- \ / \\\\\\.8"CMU STEMWALL WITH(1)#4 @ 48-O.C. " 5'/,�j/� - / \//\\/% FILL CELL SOLID AT EACH#4 REBAR. AND IN EACH CORNER. / \ter//� \\ t \\�\� w ��i �j\\j• \/\\/ /i HOOK REBAR 12"INTO UPPER COURSE \i; j�/j�///j�/j% j w FILL CELL SOLID AT EACH#4 REBAR. � `� �\/ • • //�//�% /ice\�ij/ij/ OF BLOCKS AND 6"INTO FOOTING. '\�\/ /� ' Lv G j\\\\/\\J\\/�\ HOOK REBAR 12"INTO SLAB AND 6"INTO / /\i / /\/�\\%* 6" \'\\\ ONE STORY- 2 #5 CONT. Z y 6\I, I FOOTING. /�/\/i\ \ \ \ 1'-4" TWO STORY-(3)#5 CONT. � p w 1'-8" ONE STORY-(2)#5 CONT. Q O c 11-8" ONE STORY- 2 #5 CONT. 1'-5" ONE STORY- 3 #5 CONT. 2 .- 1'-8" TWO STORY-(3)#5 CONT. � � �. 11-8" TWO STORY-(3)#5 CONT. V-9" TWO STORY-(3)#5 CONT. Z w A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE Q,tt°°` °r u,=' Q N J SDA N TE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT Sal NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT o Q-" uj ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. �. E F CONCRETE SLAB SILL PLATE- �" F ' 1 o �: CONCRETE SLAB ;SILL �� PL4TE \ —CONCRETE SLAB co GRADE ` 45 a /—CONCRETE SLAB GRADES Jnr a `�p7 /./ ,art-- lli F- °l5 W GRADS \ \\ AS NOTED r ,4 #5 CONT. �� %/ / ' /�/ r✓/\//\ GIDE / "////////\//i //\// a; O o 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. \\/\\ a \/\\ \\\/\\/\\/\\-\\ \/ �\ - \ \ \ '��x �' AND IN EACH CORNER. /!�\�/% '/ , ///\\\\\ \//\�/f\�\ REINFORCEMENT(AS NOTED) FILL CELL SOLID AT EACH#4 REBAR. \\ \\, �%\/�j�\/\\ 8"CMU STEMWALL WITH(1)#4 HOOK REBAR 12"INTO SLAB AND 6"INTO @48"O.C.AND IN EACH CORNER. \ � //i W 6- FOOTING. j / / / �\/\\, FILL CELL SOLID AT EACH#4 REBAR. 0" ONE STORY-{2)#5 CONT. ) LL \ HOOK REBAR 12"INTO SLAB AND 6" (AS NOTED) REINFORCEMENT(AS NOTED 1'- �� 1'-8" ONE STORY- 2 #5 CONT. 1-4" TWO STORY-(3)#5 CONT. 1'-8" (2)#5 CONT. INTO FOOTING. TWO STORY-(3)#5 CONT. ¢ B SECTION-STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICKENED EDGE pwq a m SD-1 N«TE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SDA NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT It " R9 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS_ }i� /�—BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)** LL AND WALL TIES CONT.FLASHING;PROVIDE WEEP HOLES _ STHD14 STRAP NAILED TO / @ 33"O.C. BRICK VENEER WITH 1"AIR SPACE AND a — __ GARAGE DOOR POST. o f GROUT AIRSPACE BELOW FLASHING �-WALL TIES vi i — PA51 STRAP NAILED TO GARAGE /� W e / EMBED STRAP INTO FOOTING Z �- DOOR POST.BEND STRAP INTO ' CONT.FLASHING;PROVIDE WEEP Z LL !� ,/ AS SHOWN. {1)#5 CONT. 9 FOOTING AS SHOWN. c, -> SILL PLATE- HOLES @ 33-O.C. o ¢ ,/� Z o < F / f a �` j�FILL JOINT WITH ELASTOMERIC N 6"MIN. / GROUT AIR SPACE BELOW FLASHING 0 uj ixa JOINT FILLER z cn SILL HEIGHT OF CURB VARIES(8"MAX.) ^= YLL CD PLATE i- #4 WITH 6"HOOK INTO FOOTING Z O SCALE: C\ CONCRETE SLAB in ¢ \� CONCRETE SLAB GR4D z AND BENT 12"MINIMUM INTO Y'=r-o•(U.o.N.) GRADE-,,, \\ \/\\\\� _ THICKENED EDGE. DONOOS E THIS WING GRADE RELEASE DATE: 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. o:2E ✓ / \\%� 41, AND IN EACH CORNER �� /\/ REVISIONS:12 FILL CELL SOLID AT EACH#4 REBAR. / / `i /\�\ /GRADE n 4v / /�i / / / vy v viv HOOK REBAR 12"INTO UPPER COURSE �,��\/\ \\\\�\\r OF BLOCKS AND 6"INTO FOOTING. ��\/ // 1,-5" \ ONE STORY- 3 #5 CONT. /1'�....... �/!�'!\ 1`9" TWO STORY-{3)#5 CONT. ;viwi/A//�/A//�wvw�/vv�/w�v/�/'v vyv/�v v:/!��/ ' /��\��\�� \��//vv ONE STORY-(2 #5 CONT. 6"\PA :'\�� \\icy/� CONT. >F DRAWN BY: CMF CHECKED BY: C SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION STEMWALL DETAIL-STHD14 INSTALLATION MONOLITHIC SD-t NME: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-i NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. R SD-1 L J r — — SHOWER AREA w —SHOWER AREA _ .... � MONOLITHIC FOOTING _ (2)MSTAM36=Z STRAPS NAIL EACH STRAP TO CRIPPLE STUD o --8"CMU STEMWALL - / WITH(13)104 COM NAILS `3 MAXIMUM OVERHANG °- FORM EDGE ` (OPTIONAL) FASTEN STRAP TO FOUNDATION _ PLAN VIEW PLAN VIEW / /r—CQNCRETE SLAB a WALL WITH(8)Ya"x 2Ya"CONCRE SCREWS INTO MASONRY OR � !V m (8)Y4'x 1 Y4'CONCRETE U. V \\\\\\\ > SCREWS INTO CONCRETE. x z CONCRETE SCREWS SHALL BE_ POWERS"TAPPER"WITH PERM{}q_SEAL J 4 {�1#5 CONT. FINISH OR EQUAL. i= _ 6"MIN. (1)#4 CONT. GRADE ` \\/\�\/�" Q W /\�8 CMU STEMWALL WITH(1)#4 @ Lu SHALL BE COVERED WI W aWC HEIGHT OF CURB VARIES �(1)#4 CONT. ///\\/\\/\x,48"O.C.AND IN EACH CORNER. H p SILL, SILL—PLATE \j //\/T, <r / o \/\� FILL CELL SOLID AT EACH#4 \/\\/ SIDING OR STUCCO = PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.) - o ! \//\\/ \ \ Z N Z 6"MIN. / \. ` REBAR.HOOK REBAR 16"INTO NOTE: \ \` PORCH SLAB AND 6"INTO p GRADEI} / 6"/\� FOOTING. EITIHER THE PA51 STRAP(STEMWALL}R. = M CONCRETE SLAB `\' z W GRADE / f i\i�\ \ (2)#5 CONT. OR p F— z THE STHD14 STRAP(MONOLITHIC). ++er°°°11°i rar J , p 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. o Z � e ✓�°�`�;-- t W 0 Z AND IN EACH CORNER. <� SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALT B - \�, FILL CELL SOLID AT EACH#4 REBAR. /�/f /\/V/� • tom, HOOK REBAR 12"INTO SLAB AND 6'INTO \,rr/\\\\/ /�\�\ SD 2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 FOOTING. , 1' " ENGINEER FOR ADDITIONAL REQUIREMENTS. -0ONE STORY- 2 #5 CONT. 1'-8' ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3}#5 CONT. NOTE: o., SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) S AS SOON AS THE CONCRETE HAS HARDENED ENOUGH S,«°'� '°,•" , NOT TO BE DAMAGED DURING THE GUTTING PROCESS. SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER ,,,,a.� •"_."" I (TYPICALLY 1-4 HOURS IN WARM WEATHER) SDj.2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB ENGINEER FOR ADDITIONAL REQUIREMENTS. rrrprerrr; z j z — \\\\/,\//\\ FILL CUT WITH 1"DEEP xY"WIDE SA* 9 a ELASTOMERIC l CUT AT DENOTED `€ LL /\ 1)#5 CONT. FILLER LOCATIONS. L a _ GRADE \'\ \ _ SILL— CONCRETE SLAB ` �\��//\\\/8 CMU STEMWALL WITH 1 #4 / W o —CONCRETE SLAB " ( } @ \ s PLATE 48"O.C.AND IN EACH CORNER. a FILL CELL SOLID AT EACH#4 W W /j�/n �d T�' // //l "—'`' REBAR.HOOK REBAR 16"INTO a GRAD PORCH SLAB AND 6"INTO w o m FOOTING. u \, 6" x CONCRETE SLAB }Iu p$" (2)#5 CONT. LL 1'4" ONE STORY- 2 #5 CONT. 1'-0" (1)#5 CONT. cr cr 1'8" TWO STORY-(3)#5 CONT. x SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT K. SECTION-INTERIOR BEARING K SECTION-THICKENED EDGE SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT Sae SQ'`2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. Z � n a o L a � BEARING POST(AS NOTED) CURB HEIGHT VARIES scraE: SILL r—CONCRETE CONCRETE SLAB �CONCRETE SLAB y,°=r- (u.o.N.) PLATE CONCRETE SLAB off s°o RELSCALE IJ CURB HEIGHT VARIES EASE DATE: LLJ 06-13-12 rx�\/��° a � \//\\ °� _ ;& REV N AS NOTED REINFORCEMENT(AS NOTED) 9" (1)#4 CONT. 1'-4" ONE STORY- 2 #5 CONT. a DRAM BY: 1'8" TWO STORY-(3)#5 CONT. CMF P Q SHEET:SECTION-NON-BEARING STEPDOWN CHECKED BY: SECTION-INTERIOR BEARING PAD FOOTING SatFSS &D, —SECTION -BEARING STEPDOWN so-2 SD-2 L R J r SILL PLATE(KLOW) 00 /—H CORNER FRAMING FULL i EIGHTSTUDS(TYPICAL) o 4_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND (2)ROWS OF 0.131"x 3 Y" —i BOARD WITH 0.131'x 3 Y'NAILS @ 6-O.C. NAILS @ 12"0.C. STAGGERED(TYPICAL) 0 BAND BOARD �— m V 2x6 OR 2x8 FRAMED WALL U. S T- SILL PLATE(BELOW) O a OPEN WEB TRUSS �/--2x4 CORNER FRAMING FULL HEIGHT STUDS w SHEATHING CONTINUOUS FROM BAND BOARD MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED Q F I\ j� WITH(4)0.131"x 3Ya"NAILS TO EACH ADJACENT W U)TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH STUD EDGE NAILING REQUIREMENTS OF UPPER WALL i ALTERNATE-INSTALL SOLID STUD IN THIS § C9 O TOENAIL TRUSS TO PLATE WITH / SPACE _ c:1 D UBLE x 3,44'NAILS s W - —2x4 CORNER FRAMING FULL HEIGHT STUD DOUBLE PLATE(U.O.N.) °O 0 —{ RONAILS @12'O.C.31"X3Ya" s`o`++++r� LL z a� rid 2x4 FRAMED WALL SECTION-TYPICAL OPEN WEB FLOOR TRUSS F SECTION-TYPICAL FRAMING AT 90°CORNERS NAIL SCAB TO TOP CHORD WITH Y (4)0.131"x 3 Y"NAI LS f —ROOF OR FLOOR FRAMING(AS NOTED)---,",,.,, o'•�` w r(3) ADD 2x4 VERTICAL SCAB IN EACH / '•.• ;Z m CONNECTOR IF NOTED ++` TRUSS IF NO WEB IS PRESENT i /-UPLIFT CONNECTOR(AS NOTED) 0.131"x 3Ya" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE).-- \� EACH TRUSS err �ttU�+ a / -2x4 SPF BLOCKING-NAIL WITH(2) '� i ,� z c, / 0.131'x 3Y4'NAILS AT EACH END —2x4 X-BRACE ACROSS LENGTH OF ; i / $ 'Z o -z SHEARWALL { _ 0 W (END NAIL OR TOENAIL) s j CD 1— .--NAIL SCAB TO PLATE WITH(3) �— � �LL 1 c 0.131"x 3y4'TOENAILS \ 7 GYPSUM BOARD # a �� TRUSS(AS NOTED) \� LL TRUSS BOTTOM CHORD \�2x4 BLOCKING BETWEEN TRUSSES \—(2)2x SYP#2 DOUBLE PLATE(U.O.N.) w t TOENAILED TO DOUBLE PLATE WITH NAIL PORCH SHEATHING AS NOTED a c� `\ 0.131"x 3Y"NAILS @ 4-O.C. EXTERIOR FRAMED WALL L DOUBLE PLATE __2x SPF#2 STUDS @ 16-O.C.-U.O.N. LL i 7 SEE WALL LAYOUT) x MINIMUM/s"RATED SHEATHING, EXPOSURE i FASTEN AS NOTED1[ 1 LL ON WALL LAYOUT(BLOCK ALL EDGES) w D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS _ SDS soy SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD---- -� V 9 N THREADED ROD ASSEMBLY(IF NOTED) /= W z INTERIOR SHEARWALL(IF NOTED)SHALL - _ % NAIL EACH END OF BLOCKING TO USE%s"RATED SHEATHING FASTENED LL TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x 3 Ya" AS NOTED. g /TRUSS 2x4 BLOCKING BETWEEN " 1 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12-O.C. 2x_TREATED SYP#2 SILL PLATE WITH f MME: 0.131"x 3Ya"NAILS @6"O.C. SIMPSON%"x 6"TITEN HD @ 48-O.C.MAX. '_r-W(U.O.N.) A DO NOT SCALE BOTTOM CHORD OF TRUSS THIS DRAWING \ -- NAIL EACH BLOCK TO DOUBLE PLATE W{tTH(3) 2x_SPF#2 SOLE PLATE-- . , ! LEASE DATE: \ WITH 0.131"x 3,y "NAILS 0613-12 \\ 0.131"x 3Ya"NAILS @ 8"O.C.-U.O.N. IONS: -NAIL PORCH SHEATHING AS NOTED �—DOUBLE PLATE \ FLOOR BEAM(AS NOTED) W- \EXTERIOR FRAMED WALL %s"RAT --------MINIMUMED SHEATHING, EXPOSURE I FASTEN AS NOTED SLAB ON GRADE CONDITION RAISED FLOOR CONDITION ON WALL LAYOUT(BLOCK ALL EDGES} t6RAWN BY: g CMF E SIECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO MUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL IiECKEDBY: SD-0 saa THIS SECTION ONLY APPLIES WHEN REFERENCED soy a: EET: FSS D-4 L J r END VERTICAL BRACING REQUIREMENTS TRUSS IN ROW REQUIRING BRACING _ _ NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS a 4 BRITTLE FINISH FLEXIBLE FINISH / 2x4 BLOCKING-TOENAIL OR ENDNAIL o EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING BRACING 16"O.C. 24'O.C. 16'0.(:. 24"O.C. /f �(3)NAILS � � t .Ja / --NAIL DIAGONAL BRACE TO INTERMEDIATE r/y NONE REQUIRED 0"TO 53' 0"TO 47" 0"TO 67" 0"TO 59" / WEBS WITH 2 NAILS J ROOF SHEATHING SHEATHING O Q 2x4 L-BRACE 54"TO 114" 48"TO 99• 68"TO 145" 60"TO 126" Z --2x4 SPF No.2 DIAGONAL BRACE W m .-ROOF TRUSS(BY OTHLERS)WITH �� (TYPICAL AT EACH END OF E p v 2x6 L-BRACE 15"T0182" 100"TO 158" 146"TO 232" 127"TO 201• BRACE(IF REQUIRED)' �� CONTINUOUS LATERAL BRACING) W z NOTE: / !� -1 BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I -TO REPLACE(1)ROW(P -NAIL DIAGONAL BRACE TO TRUSS F LATERAL BRACING a m S FLEXIBLE FINISHES ARE WOOD SIDING,HARdi-PANEL, j �J INSTALL 2x4 N0.2 SYP'T-BRACE NAILED TOj WEB WITH(3)NAILS "Q BRICK VENEER,ETC. �, I I EACH PLY OF TRUSS Ij(tlEB AT 6"O.C.WITH ; CONTINUOUS LATERAL BRACE(QUANTITY °� W a -RATED ROOF SHEATHING I I 0.131"x 3"NAILS TO RL4PLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP S2 - _ r-2x_L-BRACE NAILED TO I I r'I LATERALBRACING IN�ALL 2x6 N0.2 SYP `> DRAWING.} U N co VER T-BRACE [§ACH PLY OF SS -- --- I - V 0.13'1"x 3"LNAILSWI 6 0 C Id WEB WITH H 0.131Dx 30"t S @ 6 O.C.RU NAIL CONTINUOUS LATERAL BRACE TO o �q w -r' _ @ " IL EACH TRUSS WEB WITH(2)NAILS m Q ll Lu __ _._-------VERTICAL WEB IN GABLE - -- ---- _ rn = M Lu -- - --ROOF TRUSSES(BY OTHERS) - END TRUSS H a 6-2x_LOOKOUTS AT 48"O.G. 4 ( ) - NOCONSNUOUS LATERAL BRACES SHALL BC+t J 3 TRUSSES M )MUM u+++ glgn► W J > NOTE: FOR CONTINUOS LATERAL BRIE N0.3 SYP OR 2X4 N0.2 SPF OR BETTER w Z 0 16 R 24"O.C. T-BRACING TO BE USLqp WHEN CONTINUOUS v w PACING S (SEE TABLE) LATERAL BRACING IS)IMPRACTICAL. i 2) ALL NAILS SHOWN SHALL BE 0.131ID aF�3bI(� -"• " SECTION-TYPICAL T-BRACE C DETAIL-TYPICAL LATERAL TRUSS BRACING N) rs +7i A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END So 6 SD 6 W 3 2x4 SYP"BLOCKING BETWEEN w Q, w 2x6 BLOCKING AT EACH DIAGONALL BRACE ENDNAIL(2)0.131"x 3Y4" -H2.5A AT EACH LOOKOUT t- NUT&3"x 3"x Ya"WASHER LOOKOUTS NAILS AT EACH LOOKOUT / ��(SEE THREADED ROD ASSEMBLY DETAILS.) ��f``,'� -2x4 LOOKOUTS @ 48-O.C.FOR r 2x6 DIAGONAL BRACE @ 48"O.C.WtTH EXTERIOR SHEATHING SHALL � ---� J / RAFTER(AS NOTED) OVERHANG / (5)0.131"x 3Y"NAILS AT EACH ENIP(U-0- ( ) rrr;A,, s� o BE NAILED TO B0}ROM CHORD i -12"LONG 2x_SCAB MATCH BOTTOM CHORD WITH Yz" r. z ' ' 2x4 FLATWISE LOOKOUT @ 48"O.C. SPACERS-NAIL w! 3 0.131"x 3"NAILS L ROOF SHEATHING(AS NOTED} t // / FASTEN SHEATHING TO LOOKOUT WITH t-4= z OFF TRUSS WITH j / f' I i ROOF SHEATHING(AS NOTED) j O s "� 0.131")(2 Y," SHEATHING END NAILING REQUIREMENTS. BOTTOM CHORD OF GABLE END TRUSS c� o MAILS @ 6"O.C. �� g w (U.O.N.ON WALL LAYOUT) � ` / t j -H3 CLIP @ 9 E 0 _ BALLOON FRAMED STUDS f/ 1 �1 1 \ - LOOKOUT(TYPICAL) w (AS NOTED} -THREADED ROD ASSEMBLY `W U -SINGLE PLATI=NAIL TO TRUSS 2x4 L-BRACE AT EACH SECTION A-A - / 2x4 LOOKOUTS @ 48"O.C. BOTTOM CHCRDWITH 0.131"x 3 Y" - T- -- LOOKOUTNAIL WITH(3) w w j FOR OVERHANG s I�j a d NAILS @ 6'012. \\� 0.131"x 3Y"NAIL SPF NOTE: MATERIAL ACCEPTABLE H2.5A AT EACH LOOKOUT fw ' \ /� MAXIMUM 12"OVERHAi4 2x_SUBFASCIA NAIL TO =g LOOKOUT WITH(2) I x 0.131"x 3Y4"NAILS --ROOF SHEATHING(AS NOTED) cr \\\-ENDWALL RAFTER - s \ NOTCHED FOR FLAT LOOKOUT DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) ` -TOP CHARD OF GABLE END D \�` NAIL SHEATHING @ 6-O.C. TRUSS � \ TO RAFTER WITH0.131"x 2Y2' sa6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y OF EXTERIOR ROOF PITCH NAILS VERTICAL WEB OF GABLE END f \ \ \--NAIL PLATE TO RAFTER ��TRUSS -H2.5A AT EF,CH LOOKOUT 1x4 LATERAL BRACE @ 48-O.C.NAILED- �,� ' \\� WITH 0.131"x 3Y"NAILS @ 6-O.C. j --2x4 LOOKOUTS @ 48-O.C.FOR TO EACH JOIST WITH(2)0,131"x 3"NAILS \ -PLATE(AS NOTED} NUT&3"x 3"x Y"WASHER OVERHANG INTO(4)CEILING JOISTS.OVERHANG �- \ g Y -ROOF SHEATHING AS NOTED MINIMUM 2"TO AVOID SPLITTING. I \�-SOLID BLOCKING AT EACH A g ( ) LOOKOUT LOCATION WITH 12"LONG SCAB 2X4 SYP BLOCKING BETWEEN \ i MATCH BOTTOM CHORD) LOOKOUTS J � (4}0.131"x3Y"NAILS INTO �' ( ) X"=1,-o.(u.o.N.t / LOOKOUT WITH Yz"SPACERS m 00 NOT SCALE --BALLOON FRAMED STUDS ` MINIMUM X6"RATED C THIS DRAWING (AS NOTED) SHEATHING CONTINUOUS TO \ RELEASE DATE: �� \ 0-13-12 BOTTOM OF LOOKOUTS BOTTOM CHORD OF GABLE DOUBLE PLATE s: �` ; -NAIL JOIST TO GABLE .� END TRUSS - -- _ INTERIOR VAULT STUDS WITH(4) _ \ \ - II • --EXTERIOR SHEATHING SHALL BE NOTE: (2)2x_DOUBLE PLATE \ � � 0.131"x 3Y"NAILS @ 16-O.C. -_ _ '-0"SOLID DECKING MAY BE INSTALLED IN LIEU OF NAILED TO UPPER PLY OF 8 � ��TOENAIL GABLE STUDS THREADED ROD ASSEMBLY DOUBLE PLATE WITH LATERAL BRACING AND DIAGONAL BRACING. � 0.131"x 2Y2"NAILS(�6"O.C. \ TO DOUBLE PLATE WITHI [ 2)(-STUDS RAwN BY: (U.O.N_ON WALL LAYOUT) (3)0.131"x 3 Y"NAILS CMF E T) FSS (DTAII-BALLOON FRAMED GABLE END HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL-18RACING LSTA18 STRAP @ as"o.c. G J� SECTION-PLATFORM FRAMED GABLE END W HECKEO BY: CEILING JOIST HEET: s2_ INTERIOR CEILING PITCH EXCEEDS Y OF EXTERIOR ROOF PITCH sd s THREADED ROD NOT SHOWN FOR CLTNRITY (AS NOTED) SD& D-6 is L J r DESIGN SPECIFICATIONS: GENERAL NOTES: uirements of this project. 8. All concrete slabs on rade shall be the thickness as indicated on the drawings over Project has been,designed in accordance with the 2010 Florida Building Code, 1. The scope of these plans is limited to the structural retq P j 9 g � o W Residential,and tlhe Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbling and HVAC),waterproofing, minimum 6 mil. polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with and flashing requirements are not addressed in theselPlans. 6x6 W1.4x1 A WWF lapped 8"at edges and ends in conformance with ASTM-A 185, LL DESIGN CRITEMA: or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY _ 2. It is the intent of the Engineer of Record(Engineer)thlot this work be performed in complying with ASTM C1116(u.o.n.). j i conformance with all requirements of the authorities hfavng jurisdiction this con over s type I Wind Design Me$fhod ASCE 7-10 q � m Basic Wind Speekl: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and j c� other deleterious material.Structural fill shall be compacted to a density of at least i z Building Categoryl: 11 R a Wind Importances Factor: 1.0 3. The contractor is responsible for the means and methtods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated a S Wind Exposure: C(Enclosed Structure) contractor's sole responsibility to determine the proce4ure,sequence,and temporary with termite poison before slab is placed. ap a - Building Classification: Residential bracing as to insure the safety of the building and its e{omponent parts during V w 10. Footings may bear upon undisturbed soil or upon structural fill_ Structural fill shall be LU Building Type: Type V Construction construction. Wind-Rome Debrris: NOT located in the wind-borne debris region compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density r' t; 4. The contractor shall verify all conditions and dimensiolns at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. U X k Unless otherwise noted, project site considerations shall be the responsibility of the commencing work. O owner and/or contractor. Examples of such items include,but shall not be limited to, 11. The following minimum concrete cover shall be provided for reinforcement: x M determination of grade elevations,drainage features,and special requirements 5. The contractor shall supply, locate,and build into the 0ork all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth w associated with REMA flood hazard and/or DEP zones. plates,openings,sleeves, hangers,slab depressions, or other components as may be 2" Concrete exposed to earth or weather `�\1,\•;,"`1tt"�� `P' ° required to attach and accommodate other work. 1 '/Z"Concrete not exposed to earth or weather ��•`�` � �", w �OM,� a W DESIGN DEAD LOADS: 0 , � ~.,. , �z 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the ANOV,,W,g✓, r Floors: and shall be construed to apply to any similar situatiaffl elsewhere in the work except minimum lengths: The design floor dwhere indicated otherwise. #4 bars: 21"minimum load of 12 psf assumes a floor system utilizing wood decking or #5 bars: 26"minimum =ti.:? wood subflooring�aver wood truss,wood I joist,or solid sawn lumber framing. The floor o 6u covering is assuaged to be carpet,vinyl,wood or ceramic tile. The Engineer shall be 7. Refer to the structural drawings for all structural detaili§and sections. The contractor #6 bars: 32"minimum .-� , notified if the floorr coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of cponflict between the structural drawings and any drawings prepared by others prior W commencing work. 13. Reinforcement in footings shall be bent around comers or comer bars sh,% ILI'sr .o rC Roofs: Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 8. It is the owner's and/or contractor's responsibility to oMain a soils exploration report. 14. The contractor shall provide spacers,chairs, bolsters,etc.,necessary to suppofY ,,t„1 _ >W Concrete m�Clay Tile: 15 psf The design of the project structure assumes an allowa'lble soil bearing capacity of reinforcing steel. Support items which bear on exposed concrete surfaces shall have 8 Refer to Architectlural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conditi6)ns encountered differ from the ends which are plastic tipped or stainless steel. noted assumptions. All requirements for site preparatijon and soil compaction ~' Z Z DESIGN LIVE LOADS: specified in the soils report shall be followed unless mere stringent requirements are MASONRY: Z. o N specified in these plans. Z Floors: General: Exterior Balconies: 60 psf CONCRETE: Exterior Descks: 40 psf 1. All masonry work shall be in accordance with"Building Code Requirements for Stairs: 40 psf(or 300 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for, Masonry Structures,"ACI 530-08,and Specifications for Masonry Structures, ACI Garages: 60 psf(or 2000 Ib point load) Structural Concrete,"ACI 318-08,and"Specification or Structural Concrete,"ACI 301. 530.1-08 All Other Aorreas: 40 psf to _ 2. All concrete shall have the following minimum compre§sive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of Attics: Slabs on grade,footings,and mise.concrete: fc=2500psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". `� W LL Without Strbrage: 10 psf Structural slabs,walls, beams and columns: fc=3000psi x With Limitwd Storage: 20 psf Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used With Storage: 30 psf(fixed stair access) in brick veneer. 3. Cement shall conform to"Specification for Portland C*ment"(ASTM C150) >Q Roofs: 4. The contractor shall be responsible for the design and installation of all flashing. j 4_ Aggregate shall conform to"Specification for ConcretLe Aggregates (ASTM C33) Less than,4:12 slope: 20 psfp AK 4:12 slope,(or greater: 16 psf Concrete Masonry(CMU): g a LL 5. Water shall be clean and free of injurious amounts of(gil,acids,alkalis,salts,organic DEFLECTION CRITERIA: material or other substances that are deleterious to colncrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-066,Hollow Load-Bearing Concrete Masonry Units, normal weight,with a minimum compressive strength of scA Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unles`�otherwise noted on the 1900 psi(fm=1500 psi). M.. y'5NOTSCALE Brittle Fini*(wind load): U240 structural drawings.All reinforcing details shall confori► g �SDRAWING to"Details and Detailing Of � T�SDRAWING Flexible Firhishwind load): U120 Concrete Reinforcement,"ACI 315,unless detailed otAierwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following t REL DATE: ( ) minimum lengths: �13-12 Live Load: U480 Floors: drawings_ #4 bars: 20"minimum REV Total Load;: 0240* 7. Tolerances for foundation and slab alignment as well a`s placement of reinforcement #5 bars: 25"minimum *Increased floor%tiffness may be required by floor covering manufacturer shall be in accordance with"Standard Tolerances for(f oncrete Construction and #6 bars: 30"minimum ; Materials,"ACI 117. Footing or slab edges maybe up)#0 1/2"inside of the sill plate. Roofs 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. DRAW44 By: Live Load: U240 CMF Total Loadv U180 4. Provide cleanouts per ACI 530.1-08 in the bottom course of masonry when the wall CHEc�Dsv: height exceeds 5'-0". IS SHE T: 5. Beam reinforcement shall be continuous across control joints. _ J r m g .1 W S Q W m 2x4 SIS#2 2x6 SPF#2 37'-3" in z STUDS @ IM.C. STUDS @ 16-O.C. ;; Q z m r--TT- W .. .......... .......... 6x6 POST- I 5'3" 2 9'-4" s N /-(3)2x4 BUILT-UP (4)2x6 BUILT-UP AT BRACKET :: I � � W to g I H 4"CONCRETE SLAB WITH POST(MIN.) POST(MIN.) wu::. p r, 6x6 W1.4x1.4 WWF OR I P7_ o .... mill ;�, I SD-2 I FIBERMESH OVER 6 MIL I I I r W VAPOR BARRIER COVERING I E"- '- /,-6x6 POST -_ L— 1CLEAN,COMPACT,TREATED FILL L30"x 30"x 12"PAD J I I p\4u\p1i�1D rpt 1 Z W W :. ... . — � AT BRACKET \ ' FOOTING WITH I CONTRACTOR SHALL VERIFY ALL DIMENSIONS ��` H p W / 6x6 POST — I " (3)#5 EACH WAY I I USING FINAL APPROVED FLOOR PLAN PRIOi�``� z AT BRACKET i TO CONSTRUCTION. s °•a �'�♦ W 2x4 SPF#2.: :: :: L — — SEE DETAIL"P_ON SD o P a BALLOON -- - - ---- - STUDS @ 16"O.C:'-- _ = FRAME WALL � — — — ——— -- ------ - ----- 04 0 50" RL11 — in 32'3" i A * o. - �a co 377'-3" J X � ca� N cncn WALL LAYOUT FOUNDATION PLAN SHEARWALL LEGEN6�,,;'� l:ytiP:liit <S z o NON-BEARING WALL w z = zLUZ O = BEARING WALL ;Cs'LL y —SW-6— ( Q O = SHEARWALLS FASTENED WITH 9 8d COM(0.131"x 2 Yz")NAILS @ a 6"O.C.ON EDGES AND 12"O-C. ON INTERMEDIATE SUPPORTS. W] W RODS @ 4'0.C,MAX o m _.....7': —SW-3_ } O = SHEARWALLS FASTENED WITH LL 8d COM(0-131"x 2 Y"}NAILS @ W 3"O.C.ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. it a u-:• SBS SHEATH BOTH SIDES OF WALL n Z a O:.... III AT INDICATED SHEARWALL Q' z NOTE:ALL EXTERIOR WALLS SHALL BE"SWI U.d.N. Q a THREADED ROD LEGEND: WOOD FRAMED HEADER LEGEND: S� • = e"THREADED ROD FROM FOUNDATION TO DOUBLESIZE r'-o"(LI.o.N.) PLATE.(4"MINIMUM EMBEDMENT REQUIRED) OF HEADER NOT SCALE T+klS DRAWING — — RE SE DATE: O = Y"THREADED ROD FROM FOUNDATION TO UPPER FLOOR 2 2x_HEADER _(06-13-12 DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) K REV NS. g p = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE QUANTITY QUANTITY € OF JACKS OF KING STUDS W O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE-COUPLE MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE NOTE: � DRa�p�� THREADED ROD LAYOUT TO DOUBLE PLATE ABOVE. 4M BY: ALL WOOD FRAMED LOAD BEARING HEADERS CMF [] = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE SHALL BE MINIMUM(2)2X6 No.2 OR BETTER CHEP�KED BY: 1.11 MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE SYP.INSTALL MINIMUM(1)JACK AND �SH T: TO UPPER FLOOR DOUBLE PLATE ABOVE. (1)KING STUD AT EACH HEADER(U.O.N.) o —3 R r BRICK VENEER WITH 1"AIR SPACE W AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. N� � o � ' SPACE AND WALL TIES CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE @ 33^O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N / W Z /,,--HEIGHT OF CURB VARIES(8" SILL SLATE GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33-O.C. -CONCRETE SLAB 6"MIN / MAX_) v GROUT AIR SPACE BELOW Q CONCRETE SLAB SILL FLASHING - "s GRADES CONCRETE SLAB N m ,� PLATE '\\�\�/\ \ LL. \ \ O Z CONCRETE SLAB GRADE,, /�\/\� i(1)#5 CONT. �� \ \\/%\\, /\\//\\ \\/\� Z / //� ////i ,8"CMU STEMWALL WITH 1 #4 48-O.C. �, z i\/\/\ /\/\ Gf1ADE1 \\/\\�\�� - \\/\\\\ t ) @ /\\/i\\/i \�/� y� Q E- /\//\ \// //\// AND IN EACH CORNER \ \ .` .- �+:� � J m Q 8"CMU STEMWALL WITH(1}#4 @ 48'O.C. �/ o-�j.� � / / / FILL CELL SOLID AT EACH#4 REBAR. � / / / / /;/ Q /\ \ Lu ,W AND IN EACH CORNER. z ,, \\\ i HOOK REBAR 12'INTO UPPER COURSE ' // // W FILL CELL SOLID AT EACH#4 REBAR. So /\\ . • S /\/\\/ /\\ \i\\i\i T�\\\i..itis s p N / \ �/ / / 1'-0" ONE STORY- 2 #5 CONT_ Z r/y / " �/ � \ , OF BLOCKS AND 6"INTO f00TiNG. HOOK REBAR 12 INTO SLAB AND 6"INTO �\ \ \y/\\j� 6" W x 6 FOOTING. 5" i\\/\\�//��.'• O O 1'4" TWO STORY- 3 #5 CONT. V-8" ONE STORY-(2)#5 CONT. G = M 1'-8" ONE STORY- 2 #5 CONT. 1'-5" ONE STORY- 3 #5 CONT. V-8" TWO STORY-(3)#5 CONT. Z W 11-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. °°°°°v+m m= �- p SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE �'` -r-' W A #A- WW w 'W SD-tj NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 5D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ��.�`�Q 7 r"." z ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. *°° s r 'I , /-CONCRETE SLAB SILL fPLATE -CONCRETE SLAB SILLS, z PLATE CONCRETE SLAB '%ij/j j// f!•�'',o -s°°-=. sy `��,`• \\\*\\" co GRADE 45 j/j yj\/// l CONCRETE SLAB jri�r ,o`° as z 'GRADE-, �\ \\ \' .,r'.o-,-- i✓i./ii� \��///��\/ GRADE,, / � \ \// A//\�zl (1)#5 CONT. GRADE- / ✓f/j//%/\// \,\/j Zi oCMU STEMWALL WITH 1 #4 48"O.C. �\ \ \ \ \` Z AND IN EACH CORNER. { ) @ \� //\\/ /��\�/\ REINFORCEMENT(AS NOTED} q �, ,�\\j�\,/// e o aOZ 8-CMU STEMWALL WITH(1)#4 \�\\/\\/\\\j\,�. �i o N \\ • .\� FILL CELL SOLID AT EACH#4 REBAR. /,// /\//•/' w ' @48-O.C.AND IN EACH CORNER. \.\.. W Q FOOTING. 12"INTO SLAB AND 6"INTO %\/ / / / \%\/ w /� , ��\ FILL CELL SOLID AT EACH#4 REBAR. c> p^ ONE STORY-(2}#5 CONT. /" HOOK REBAR 12"INTO SLAB AND 6" (AS NOTED) REINFORCEMENT(AS NOTED} INTO FOOTING. ONE STORY- 2 #5 CONT. 1'-4" TWO STORY-(3)#5 CONT. 1'8" (2)#5 CONT. �-1 U a TWO STORY-(3)#5 CONT. W W B SECTION-STEMWALL SECTION-MONOLITHIC E SECTION PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICKENED EDGE G4 o w SD-tt NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT U. x g ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. > ►� W w -BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)** W / AND WALL TIES CONT.FLASHING-PROVIDE WEEP HOLES ` STHD14 STRAP NAILED TOS 33°O.C. BRICK VENEER WITH 1"AIR SPACE AND a - --.-. GARAGE DOOR POST. N °� /^ �, PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTONG GROUT AIRSPACE BELOW FLASHING / WALL TIES / DOOR POST_BEND STRAP INTO w cn - AS SHOWN. (1)#5 CONT. -CONT.FLASHING;PROVIDE WEEP o FOOTING AS SHOWN. 4 Z SILL(PLATE / ;, HOLES @ 33"O.C. w z � a LL FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING cr a �F j JOINT FILLER g SILL (8-MAX.) w u HEIGHT OF CURB VARIES(8 MAX.) x Z p PLATE /� #4 WITH 6"HOOK INTO FOOTING z Q SCALE: / CONCRETE SLAB z w Y°=t'-0°(u.o N.) /^ AND BENT 12"MINIMUM INTO w g DO NOT SCALE gRADC� ��\,/\/CONCRETE SLAB GRAD ,R-—_ THICKENED EDGE. _ 11 THIS DRAWING GRADE RELEASE DATE: 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. o z /F\j/� 0613-12 Sl /\ AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. / / / ` ...... T GRADE i� HOOK REBAR 12"INTO UPPER COURSE OF BLOCKS AND 6"INTO FOOTING. //\y/\ T� T-9" TWO STORY 3#5 CONT. i//C T. \ �\%/\\/\\�/j\%\ \\\//%\/% ONE STORY-(2)#5 CONT. 6"A�IIN` �,/////*//\//�%/�/' - i/iF � DRAWN BY: 1'8" TWO STORY-(3)#5 CONT. CMF DETAIL-PA51 INSTALLATION STEMWALL DETAIL-STHD14 INSTALLATION MONOLITHIC CHECKED BY: SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F SHEET: — SD-tt NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. S D 1 J L r SHOWER AREArr - SHOWER AREA _ (2)MSTAM36-Z STRAPS j > MONOLITHIC FOOTING a 1 / j WITH(3)1 Od COMTNAILSIPPLE STUD J ~—8"CMU STEMWALL 3"MAXIMUM OVERHANG U. FORM EDGE (OPTIONAL} % FASTEN STRAP TO FOUNDATION v PLAN VIEW PLAN VIEW / CONCRETE SLAB a WALL WITH(8)Ya"x 2 Y4'CONCRETE W SCREWS INTO MASONRY OR N m (8)Y"x 1 a"CONCRETE ILL V �> SCREWS INTO CONCRETE. O Q z j\ CONCRETE SCREWS SHALL BE tL z S {1)#4 CONT. POWERS"TAPPER"WITH PERMA-SEAL N ca Q Q GRADE /\ (l)#5 CONT. 6"WIN. \\/\\/\\\i FINISH OR EQUAL. Q Q x � /\\//\\//\\- 8"CMU STEMWALL WITH(1)#4 @ � H V w �-HEIGHT OF CURB VARIES _ -STRAP SHALL BE COVERED WITH W SILIL�• SILLS �(1)#4 CONT. \/\\/\\\48"O.C.AND IN EACH CORNER. p PLATT j' CONCRETE SLAB �� PLATE r o\\� \j\\//;'r FILL CELL SOLID AT EACH#4 \��j� SIDING OR STUCCO Z to //-HEIGHT OF CURB VARIES(8"MAX.) �! �\!/\/ REBAR.HOOK REBAR 16"INTO \/ NOTE: _O W = 6"MIN. \� PORCH SLAB AND 6"INTO \%�\i\�\\i\s THIS DETAIL MAY BE SUBSTITUTED FOR ~ O GRADE 6" \ FOOTING. EITHER THE PA51 STRAP(STEMWALL) z W CONCRETE SLAB \\\r /'*��\\/\ p = GRA 'l 1'-8" O#5 CONT. OR 2 :) z THE STHD14 STRAP(MONOLITHIC). -j 8"CMU STEMWALL WITH{1}#4 @ 48-O.C. q z` �j��%�\%i j\/� '°°° a Lu AND IN EACH CORNER. r .. \'�\\ ' � SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTER '°°°a°C3 Az FILL CELL SOLID AT EACH#4 REBAR. FHOOK OOTING 12"INTO SLAB AND 6"INTO \/ / &D-2 NOTE. IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 .r� U 6" \/\ /`` ENGINEER FOR ADDITIONAL REQUIREMENTS- T- „�- y , ONE STORY-(2)#5 CONT. 6" ONE STORY- 2 #5 CONT. - 1'-4" TWO STORY-(3)#5 CONT. NOTE: a 1'-8" TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS. (TYPICALLY 1-4 HOURS IN WARM WEATHER) SD-2 NCIITTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB ENGINEER FOR ADDITIONAL REQUIREMENTS. JO:, �O y2 FILL CUT WITH 1"DEEP xY"WIDE SAW ~ z z / g X�ij ELASTOMERIC �\ f CUT AT DENOTED ttLL FILLER LOCATIONS. F-i o CONCRETE SLAB GRADE- \\\\\'\\�\.,�1}#5 CONT. \ �/ w� z SILL CONCRETE SLAB �\j�j\\j\;8"CMU STEMWALL WITH(1)#4 @ ca> PLATE48"O.C.AND IN EACH CORNER. a o FILL CELL SOLID AT EACH#4 r r/ v au �:i\�/�y •d T� p i/\//,\% ;�--� �` �� REBAR.HOOK REBAR 16"INTO w o \/✓ \ \ PORCH SLAB AND 6"INTO a /�/,�/,/, / �/ / ✓,\J l \\ \� FOOTING. o 6" CONCRETE SLAB x p$" (2)#5 CONT. W ONE STORY- 2 #5 CONT. 1'-0 (1)#5 CONT. STORY-(3)#5 CONT. w x SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT H SECTION-INTERIOR BEARING EK SECTION-THICKENED EDGE ��2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT sD-2 a SD-2 2ENGINEER FOR ADDITIONAL REQUIREMENTS. Y p {L c� a g CURB HEIGHT VARIES ,,,-BEARING POST(AS NOTED) A SILLSi�r-CONCRETE SLAB CONCRETE SLAB sA'=r-o"(u.o.N.} PLATE CONCRETE SLAB DO NOT SCALE 1 j THIS DRAWING LL - - i CURB HEIGHT VARIES RELEASE DATE: w OC* REVISIONS t3-12 10 AS NOTED REINFORCEMENT AS NOTED) 9" (1)#4 CONT. ONE STORY- 2 #5 CONT. 1'8" TWO STORY-(3)#5 CONT. DRAWN BY: cls Q SECTION-NON-BEARING STEPDOWN CHECKED BY- SECTION-BEARING STEPDOWN ESPD-2/ SECTION-INTERIOR BEARING PAD FOOTING SSSSD-2D-2 SHEET: D--- S J r ROOF COVERING(BY OTHERS) -- -- -- RAFTER AS NOTED �. 4 ON LAYOUT i CEILING JOIST AS \\ NOTED ON LAYOUT U. \- The OR t5 e RATED SHEATHING,EXPOSURE 1-SHINGLE ROOF DOUBLE PLATE CORNICE DETAIL W � s/a2"RATED PLYWOOD SHEATHING,EXPOSURE i-TILE ROOF � W (BY OTHERS) NUT WITH 3"x 3"x Ya"WASHER \ Yz"RATED SHEATHING,EXPOSURE i-METAL ROOF m FASTEN WITH 0.113"x 2%'RING SHANK WASHER WITHH l1" tJ ALTERNATE: CU WASHER N LBPS Y2 SLOTTED , NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. M < z l"CUT LL r� %8"0 THREADED ROD Y O Q Q --GYPSUM BOARD v- ow Q / �"0 x 6/aa "TITEN HD ROD COUPLER x_ AN ,—SIMPSON 2SYP#2 SUBFASCIA WITH --� \ �—HURRICE ANCHOR AT EACH RAFTER(SEE J U w � WITH 1"GUT WASHER (2)0.131'x 3 4"ENDNAILS AT TRUSS \ ROOF FRAMING NOTES) Q F /! \ MINIMUM 1 Y"BEARING AT SEAT CUT W N = \\ TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y"NAILS Q ' Lu \ \ (7 O e- NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. V Z = o aIV, (U.O.N.) E Q ui Z —(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) • \_.'.� d' J r O C DETAIL-THREADED ROD ASSEMBLY `GYPSUM BOARD �� µ w o W 1 ��is� a Z SD-3 —%"RATED SHEATHING,EXPOSURE 1. FASTEN WITH 0.131"x 2 Y"NAILS @ 6-O.C.ON - EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. �.� (U.O.N.)(BLOCK ALL EDGES) = �° 2x_SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) a ;W ROOF COVERING(BY OTHERS) / tot 0 1" � Jil \ / NUT WITH CUT WASHER RAFTER AS NOTED = 0 " ah ON LAYOUT 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM o �- a BOARD WITH 0.131"x 3 Ye NAILS @ 6"O-C. CEILING JOIST AS NOTED ON LAYOUT - ''o,��,/��°'• + -� s� i \ RATED STURD-I-FLOOR(T&G)SHEATHING %"OR'Y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF / /� " q�e ✓` w T,CORNICE DETAIL � "RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GLUED AND NAILED.FASTEN WITH 0.131'x 2 YY RING �sipef/h 9<10� Z {BY OTHERS) \ �s SHANK @ 6"O.C.ON EDGES AND 12'O.C.IN THE r►r 44T „z \ %2'RATED SHEATHING:EXPOSURE I-METAL ROOF FIELD. I--1= w FASTEN WITH 0.113"x 2 Y"RING SHANK FLOOR JOIST(I-JOIST SHOWN,SAWN g NAILS @,6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. ! JOIST SIMILAR-SEE SECTION"C"ON g F V SD4 FOR OPEN WEB TRUSS) Fr-1 Q j F. \ GYPSUM BOARD \\\ Wr k HURRICANE ANCHOR AT EACH RAFTER(SEI. \\ —GYPSUM BOARD fin/w W ROOF FRAMING NOTES) \\ -RIM BOARD W a 2x_SYP#2 SUWLASCIA WITH--- \ MINIMUM 1 Y2"BEARING AT SEAT CUT \\ w w \ TOENAIL RAFTER TO PLATE WITH(3)0131'):3 Y"NAILS \ NAIL JOIST TO PLATE WITH(2)0.131"x 3 Y"TOENAILS (2)0.131"x 3 Ye ENDNAIILS AT TRUSS \ \ tr =$ NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. (2)2x SYP#2 DOUBLE PLATE(U.O.N.) Ya \� (U.O.N.) \ w LL TOENAIL RIM BOARD TO PLATE WITH F rl W (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 0.131"x 3Y4'NAILS @ 8-O.C. W GYPSUM BOARD THREADED COUPLING AS REQUIRED GYPSUM BOARD i a 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE INALL LAYOUT) Lq 2x_SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) j z i m Z g LP i%"RATED SHEATHING,EXPOSURE I. /^%e"RATED SHEATHING,EXPOSURE I- a a FASTEN WITH 0.131"x 2 Y2"NAILS an.6-O.C.ON /J FASTEN WITH 0.131"x 2 Y2'NAILS @ 6"0.C.ON EDGES AND 12"0.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. (U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) SCALE: X"=i''C0"(U.O.N.) THREADED ROD ASSEMBLY AT v DO NOTT SCALE NOTED SPACING(SEE DETAIL"C" --THREADED ROD ASSEMBLY AT THIS D§AanNG THIS SHEET) NOTED SPACING(SEE DETAIL"C" RELEASE ATE: THIS SHEET) 06-lk12 EVISIO 2x_TREATED SYP#2 SILL PLATE WITH INSET WALL Y2"FOR;STUCCOFOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH SIMPSON Y"z 6'TITEN HD(OR TITEN HD ROD COUPLER) IMSET WALL Y2" APPLICATIONS WITH 1"CUT WASHER @ 24-O.C. APPLICATIONS /-SIMPSON%"x 6"TITEN HD(OR TITEN HD ROD COUPLER) WITH 1"CUT WASHER @ 24-O.C. _—SEE FOUNDATION DETAILS —SEE FOUNDATION DETAILS DRAWN B}y: F e SECTION-TYPICAL EXTERIOR TWO STORY WALL CHECKEDAy, A SECTION-TYPICAL EXTERIOR ONE STORY WALL SD-3 SHEET: Fss SD-3 o C J -3 L J I r TYPICAL HEADER TO KING STUD(CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL (TYPICAL DOUBLE PLATE SPLICE) / _. .--..__ _ PLATES WITH 0.131"x 3"NAILS @ 8"0.C. JOINT IN LOWER PLATE, JOLVT IN UPPER PLATE / D JACK STUDS TOGETHER 48"MINIMUM SPLICE LENGTH NAIL EACH PLY OF KING!PN ( STAGGERED > N MINIMUM NAILING OF �WITH 0.131"x 3 Y"NAILS C#6-O.C.STAGGERED TYPICAL STUD TO THREADED ROD ASSEMBLY CENTERED / STUD TO PLATE NAILING k a (16)0.131"x 3"NAILS IN THIS ZONE. ; / (TYPICAL) I ITYPICAL FRAMING AT CHANGE IN ON SPLICE IN PLATE OR THREADED ROD � !DOUBLE PLATE _ P -r— J AS STUD AND KING CONNECTION LATE HEIGHT STUD SI ND NAIL TOENAIL t W 8"MAX. 6»MAX \ ASSEMBLY WITHIN 12'ON EACH SIDE OF / / �-JAC1� � I Jaw. 6•MAX, STL}(D REQUIREMENTS ME I I I V (BEEF WALL LAYOU MSTA36 STRAP CENTERED ON CHANGE IN 2x4 (2) (3) -- PLATE HEIGHT 2x6 (3) (4) m II I I 2x8 (4) (5) M a QZ II THREADED ROD ASSEMBLY WITHIN 2x10 (5) (6) 0 Q ~ I' 6'OF SPLICE IN LOWER PLATE l 2x4 BLOCKING BETWEEN STUDS TOENAIL ALTERNATE:IF ROD IS GREATER Q �= NAIL EACH PLATE TO JACK STUD W 3 UD WITH f(3 0131x3 Ye NAILSCENT * J W II THAN 6"FROM SPLICE-ADD � � ALL NAILS NOTED ARE 0.131"x 3 Ya" f1) (� SSP AT SPLICE. WITH(3)0.131"x 3 Ya"NAILS-TOENAIL Q �� ` OR ENDNAIL(TYPICAL II W N = \ 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) C9 Q \ Z = (SEE WALL LAYOUT) v II \ HEADER NAILING REQUIREMENTS Q H Z DOUBLE SILL REQUIRED WHERE OPENIN' 2x6 (3)NAILS PER PLY p�� " � w y WIDTH EXCEEDS 61" U.O.N.) �� ` W��ii o W II THREADED ROD ASSEMBLY AT 2x8 (4)NAILS PER PLY��`��t� , •• Z „ NOTED SPACING 2x10 (5)NAILS PER -JOINT IIN SILL PLATE 2x12 (6)NAILS PER�Y Lii 2x TREATED SYP SILL PLATE 9Y"LVL (5)NAILS PER "0 ; �\ 11 Y"LVL (6)NAILS PER PC¢%A 14"LVL (7)NAILS PER PLY TYPICAL STUD TO SILL PLATE v. �< 4"MIN.; `SIMPSON%"x 6"TITEN HD p� THREADED ROD ASSEMBLY 12"MAX \\ CONNECTION 16"LVL (8)NAILS PER PLY (BEYOND) BUILT-UP CORNER POST v SIMPSON Vx 6 Y"TITEN HD ROD COUPLER BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) Z ij z NAIL EACH PLY WITH 0.131"x 3 Y" FT•-�1 x =o NA LS @ 6"0.C.STAGGERED s V a z�2� DETAIL-TYPICAL WALL FRAMING CONDITIONS Z o SD-0 W 12"MAX. /�yy 8 W UUr— u. a W LL> OM - ` --INSTALL MSTA24 STRAP " INSTALL DSP CLIP @ 32"0.C.- + 11 L LOOPED OVER DOUBLE 1 MAXIMUM SPACING (U.O.N.) PLATE.NAIL TO CRIPPLE CIN EACH SIDE WITH(6) x .131"x 1 Y"NAILS. DOUBLE PLATE ^��-STRAP CRIPPLE s —JACKS AND KING STUDS TO HEADER WITH W 2 a \ (AS NOTED) LSTA18 STRAP ' -HEADER(AS NOTED) �> `l 4 "- 2x_BLOCKING(TYPICAL) �_ a (3)0.131"x 3 Y4'TOENAILS AT EACH END -------:_______________ =_____________________ / �.. TYPICAL THREADED I ==n===rig---T,---n---7=-- --n---n---Ti---n---7r-- THREADED � (( S SCALE: -NAlL EAC SILL PLY TO KING STUD �\ ROD ASSEMBLY E ROD ASSEMBLY W=1!-0•(U.O.N.) \ WITH(3)0.131"x 3 Y"NAILS-TOENAIL DO NOT SCALE I I I III I I I I I I I I I I I I I I I I I I I\ NOTE: THIS DRAWING \ OR ENDNAIL(TYPICAL) NOTE: I THREADED ROD ASSEMBL RELEASE DATE \ \-BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 THREADED ROD ASSEMBLY w (6-13-12 \, NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE I II II II I I II II II II II I REVISIONS: �\ Y22"NAIL PENETRATION INTO MAIN FRAMING DOOR OPENINGS(U.O.N,) i i i i I � DOOR OPENINGS(U.O.N.) � MEMBERS.(TYPICAL) \\� (2)2x_SILL u �-SHEATHING MAY CANTILEVER L P TO 2" ANCHOR BOLT AS REQUIRED -ANCHOR BOLT AS REQUIRED MAXIMUMrUSTBEANCHORED INTO 2x_.ALLWINDOW ATTACHMENTS MUST BE AFLUSgflEADERCONDITION DROPPED HEADER CONDITION DRAWN BY: CMF MEMBERS. DETAIL TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS CHECKED FSS BY: SHEET: 3 SD5 THIS DETAIL ONLY APPLIE§NVHEN SPECIFICALLY REFERENCED ® S D L J r END VERTICAL BRACING REQUIREMENTS /LAST TRUSS IN ROW REQUIRING BRACING m NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS < 4 BRITTLE FINISH FLEXIBLE FINISH2x4 BLOCKING-TOENAIL OR ENDNAIL o $ EACH END TO ADJACENT TRUSS WITH —RATED ROOF SHEATHING BRACING 16"0.C- 24"0.C. 16"O.C. 24"O.C. / _J (3)NAILS ! NAIL DIAGONAL BRACE TO INTERMEDIATE N U. NONE REQUIRED 0"TO 53' 0"TO 47" 0"TO 67" 0"TO 59" J ROOF SHEATHING WEBS WITH(2)NAILS Q Q 2x4 L BRACE 54"T0114" 48"TO 99" 68"T0145" 60"TO 126" " / f2x4 SPF Not DIAGONAL BRACE W m y.-ROOF TRUSS(B'y OTHERS)WITH -.,-,,,--(TYPICAL AT EACH END OF = p t� 2x6 L-BRACE 15"T0182" 100"TO 158" 146"TO 232" 127°TO 201" BRACE(IF REQUIRED) i J CONTINUOUS LATERAL BRACING) € J Q Z NOTE: Z g r BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER j I I ...-TO REPLACE(1)FROW OF LATERAL BRACING �%� I �-NAIL DIAGONAL BRACE TO TRUSS Q Q � I•I ,i INSTALL 2x4 NO SYP T-BRACE NAILED TO WEB WITH(3)NAILS O Im `t FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, i 11 USS WEB AT 6"O.C.WITH I / CONTINUOUS LATERAL BRACE{QUANTITY 0 V w BRICK VENEER,ETC. , 1.1 EACH f'LY OF TRS �; _----RATED ROOF SHEATHING 11 TO REPLACEui _ 0.131"x 3"NAILS? (2)ROWS OF a --------- I,1 ! / AND LOCATION DEFINED BY TRUSS SHOP Olx a --,-----2x-L-BRACE NAILED TO I I I LATERALBRACIN�INSTALL 2x6 No.2 SYP `> DRAWING. Z w VERTICAL WEB WITH 1'I T-BRACE NAILED TO EACH PLY OF TRUSS <; ; ' // < ) V W = _ 0.131"x 3"NAILS @ 6-O.C. --1- 1 -- L--- WEB WITH 0.131""x 3"NAILS @ 6-O.C. - _ _ - NAIL CONTINUOUS LATERAL BRACE TO - - -- ' / EACH TRUSS WEB WITH(2)NAILS m O WEB IN GABLE -- --- . ------ -- _ TRUSSES(BY OTHERS) N W _ END TRUSS ---- _._ . - ----2x-LOOKOUTS AT 48-O.C. F_._._.-._._ f. z E- (3j TRUSSES M IMUM NOTES: ��oltoll �� J 0 U) NOTE: 1) CONTINUOUS LATERAL BRACES SHALL `T ' J W_j a 16 R 24"O.C- USED WHEN CONTINUOUS I FOR CONTIN S LATERAL BR CE "• f.* z T-BRACING TO Bf No.3 SYP OR 2x4 No.2 SPF OR BETTE z w SPACING(SEE TABLE) LATERAL BRACIIWG IS IMPRACTICAL. z 2) ALL NAILS SHOWN SHALL BE 0.136 • B c DETAIL-TYPICAL LATERAL TRUSS BRACING o.N.) DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SD-6 SECTION-TYPICAL T-BRACE= Siff$ y� c r :> 2>�4 SYP BLOCKING BETWEEN �'--'A •cj o`�1 2x6 BLOCKING AT EACH DIAEP'ONAL BRACE ENDNAIL(2)0.131"x 3Ya" a '� H2.5A AT EACH LOOKOUT /� NUT&3'x 3"x Y4"WASHER ''�, � • `v a °z LOOKOUTS �� !' / NAILS AT EACH LOOKOUT � Y `'• �.. �z \ G.WITH / (SEE THREADED ROD ASSEMBLY DETAILS.) :�, .a`�z -2x4 LOOKOUTS @ 48"O.C.FOR / 2x6 DIAGONAL BRACE @ 48'0 EXTERIOR SHEATHING SHALL � - - / RAFTER(AS NOTED) ``�n o`� >W OVERHANG I '� ip �n � �� o z BE NAILED ltd BOTTOM CHORD I (5j 0.131"x 3Ya"NAILS AT EACH END(U.d.l�}'- -12"LONG 2x-SCAB(MATCH BOTTOM CHORD)WITH Yz" z O -ROOF SHEATHING(AS NOTED) 2x4 FLATWISE LOOKOUT @ 48"O.C. -_ SPACERS-NAIL Wl(3)0.131"x 3"NAILS 8 Z // / FASTEN SHEATHING TO LOOKOUT WITH OF TRUSS WITH //,r� !j PROOF SHEATHING(AS NOTEM \ z z 0.131")k 2Y'NAILS @ 6"0.C. I/ / / SHEATHING END NAILING REQUIREMENTS. s " (U.0.N1-ON WALL LAYOUT) ` // f BOTTOM CHORD OF GABLE END TRUSS a� fBALLOON FRAMED STUDS / �. \ / / // _ = - = LOOKOUTTT(TYPICAL) ` --THREADED ROD ASSEMBLY W a =z (AS NOTED) -9 2 SINGLE PLATE NAIL TO TRUSS ( i/ i - - ---2x4 L-BRACE AT EACH SECTION A-A x•. ; 2x4 LOOKOUTS @ 48-O.C. BOTTOM CHORDWITH 0.131"x 3,V4 - - \ LOOKOUT NAIL WITH(3) w W 1 FOR OVERHANG x 040 a NAILS Cc?6'0.C. 0 .131'x\� \ 0.131'x 3y4'NAIL SPF W o it NOTEMAX :\ MATERIAL ACCEPTABLE ` H2.5A AT EACH LOOKOUT W 12"OVERHA \ (�o !, MAXIMU► �\ \ 2x_SUBFASCIA NAIL TO =g 1• \ ,1 \ LOOKOUT WITH(2) _ Y ' %l• ' j xw \\ \'� \�� uj 0131'x 3Y4'NAILS - -ROOF SHEATHING(AS NQTEQJ \-ENDWALL RAFTER } \ NOTCHED FOR FLAT LOOKOUT ---TOP CHORD OF GABLE END D DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) NAIL SHEATHING @ 6-O.C. TO RAFTER WITHO.131"x 2Y2" TRUSS sD s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y OF EXTERIOR ROOF PITCH \\ NAILS VERTICAL WEB OF GABLE ENtjp W NAIL PLATE TO RAFTER ��-TRUSS H2.5A AT EACH LOOKOUT �" \ a 4 1x4 LATERAL BRACE @ 48-O.C.NAILED ht� \ \ WITH 0.131"x 3Y'NAILS @ 6-O.C. "* --2x4 LOOKOUTS 48"O.C.FOR @ TO EACH JOIST WITH(2)0.131"x 3"NAILS "` `-PLATE(AS NOTED) ` NUT&3"x 3"x Ya"WASHER g r a LL OVERHANG INTO(4)CEILING JOISTS.OVERHANG j- SOLID BLOCKING AT EACH A g " -ROOF SHEATHING(AS NOTED) MINIMUM 2"TO AVOID SPLITTING. `� LOOKOUT LOCATION WITH 2x4 S'P BLOCKING BETWEEN K12"LONGSCAB MATCH BOTTOM CHORD scALE: (4 0.131"x 3Y"NAILS INTO ( ) LOOKOUTS )) W_ '-"(U.O.N.) f \ LOOKOUT \ WITHYz"SPACERS DO NOT SCALE ...< ------BALLOON FRAMED STUDS \ � 7 THIS DRAWING (AS NOTED) \ MINIMUM/s"RATED �\ SHEATHING CONTINUOUS TO RELEASE DATE: "-DOUBLE PLATE \\ BOTTOM OF LOOKOUTS BOTTOM CHORD OF GABLE R V IO 13-12 ` \ NAIL JOIST TO GABLE END TRUSS INTERIOR VAULT � � STUDS WITH(4) ------ - EXTEf210R SHEATHING SHALL BE NOTE: \ ` {2}2x-DOUBLE PLATE • � 0.131"x 3Y"NAILS @ 16"O-C- -- W "' OF 8-0SOLID DECKING MAY BE INSTALLED IN UEUI \ NAILED TO UPPER PLY OF ' DOUBLE PLATE WITH LATERAL BRACING AND DIAGONAL BRACING. TOENAIL GABLE STUDS ----THREADED ROD ASSEMBLY 0.131"K 2Yz"NAILS u@,6"0.C. TO DOUBLE PLATE WITH i-2X-STUDS DRAWN BY: (U.O.N.ON WALL LAYOUT) \ �` (3)0.131"x 3 Y"NAILS _ - _ CHECKED BY: E DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) F SECTION-GABLE END DIAGONAL BRACING �\ CEILINLSTA1G STRAP @ 48-O.C. G SECTION-PLATFORM FRAMED GABLE ENDIt FSS CEILING JOIST SHEET: SDS INTERIOR CEILING PITCH EXCEEDS Y OF EXTERIOR ROOF PITCH sD s THREADED ROD NOT SHOWN FOR CLARITY (AS NOTED) SD-6 o SD-6., IU G O Zr, CD N CL CDo O 4` O O +rnwir N _11101-12 5-05-12 6-04-08 / 32-04-08 ........-0 . 17-08-00 n, ( 24•a ADD TRUSSES OMER DORMERS Y:. T T Vt Ui 0 En CA CT 51 A O O � �'" co N fi F19 „ ..� �i F19 wsm F18 F18 F18 Nus b Nusre F17 Nuswco $ i�i NI1&e F17 �&+ No 8-03-00 HUSO F17 NUBS F17 N11616 F17 Nus+s T�3 F17 u&e arnc F13 I T04 N N N F16 b b b F12 s _ C $ O 22-04-00 Cu F12 -0 4' Nine rn o o Y' ao ❑ ;, � F12 wsa ��= o ❑� o COo , Z z o � X N m O Cn CC sunt F11 rerss N a. 0�-1 Om•7 D o C-Q Z F11 N usmz T09 N G GT 'CIO, O o 2 ro v F1Q o co z �1 ��. q, N d m t o Z g F10 �gd M wm�Nrnz $ a m nFIO m o rn ❑ N 8 F10a nti a o o o rn � � o C7 j� o �� N ti F10 T m rn — Q m N r O t a m -"i F09 W tl�,\ _ 5r-4 cl m E o p F09 00 cin V4 M cc OW—$P-AC4 F09 F08 NO NOO-I ON b W O O IIIIi O 16-03�-00 11-09-0o� T T -IT T _n W W WNNNN W C " NNprnpO i'. N N 8-10-04 b 11-09-00 17-05-00 16-03-00 3-00 08 $ $ 61- -12 Corner jacks(if any)are square cut,see toe-nail detail for proper connection - Builder to insure truss layout allows for plumbing. All Walls Shown are assumed to be load bearing. Cutting or modifying truss is not allowed. All wall dimensions are from face of stud. "O Indicates approximate location of drains.Builder to verify location. Dimensions are in ft-in-16ths. Brace Roof to stacking walls or walls that are supported by Beams. A Indicates left end of truss in reference to truss engineering. Do not reverse truss orientation. No additional loads may be applied to floor system. Customer: Elite Homes THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss support structure including Job: Nelson Residence headers,beams,walls,and columns is the responsibility of the building designer.For general guidance regarding Model: bracing,consult"Bracing of wood trusses"available from the Truss Plate Institute,583 D'Onifrio Drive;Madison,WI 53179. su Location:310 6ht Street Atlantic Beach 170 Elan Court THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND Designer: Norman Raber _VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY Midway, GA 31 320USSES WILL BE BUILT.VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Office: (912) 884-4094 La out Type: Toll Free: (888) 789-8165 Loading: 40/10/0!5 Fax: (912) 8&4-9506 Spacing: Varies ob#: 120921 Date: Approved By: r ROOF COVERING(BY OTHERS) °0 J RAFTER AS NOTEDcli ON LAYOUT CEILING JOIST AS LL NOTED ON LAYOUT �. \ DOUBLE PLATE -Xs"OR tYaz"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF = CORNICE DETAIL W {BY OTHERS) s/a2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF LLi NUT WITH 3"x 3"x Ya"WASHER %2"RATED SHEATHING,EXPOSURE I-METAL ROOF m FASTEN WITH 0.113"x 2 Y"RING SHANK ALTERNATE:SIMPSON LBPS Y2 SLOTTED 1 cv WASHER WITH 1"CUT WASHER. 1 NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. g 5 M Z 3/a"0 THREA ED ROD -- ---- LL O a GYPSUM BOARD �r /—SIMPSON Y8"0 x 6 Y"TITEN HD ROD COUPLER 2x SYP#2 SUBFASCIA WITH -- \\\ HURRICANE ANCHOR AT EACH RAFTER(SEE J W WITH 1"CUT WASHER (2)(9.131"x 3Yo"ENDNAILS AT TRUSS \ ROOF FRAMING NOTES) Q / \ MINIMUM 1 Y"BEARING AT SEAT CUT 1— ``� TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y"NAILS _ U J `NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. Z = o (U.O.N.) Lu f (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) � � Z C DETAIL-THREADED ROD ASSEMBLY ` '_ ��1�� +�' , GYPSUM BOARD `,° r LuZ Vis"RATED SHEATHING,EXPOSURE I. >E r'•� s _ ••e 5� '� J FASTEN WITH 0.131"x 2 Y2"NAILS @ 6-O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. -` -jcy, a� (U.O.N.)(BLOCK ALL EDGES) 2x_SPF#2 STUDS @ 16'O.C.-U.O.N.(SEE WALL LAYOUT) ROOF COVERING(BY OTHERS); NUT WITH 1"CUT WASHER c ' RAFTER AS NOTED /�` s I a ON LAYOUT �� / �2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM � �•ma Oj a CEILING JOIST AS BOARD WITH 0.131"x 3 Y"NAILS @ 6-O.C. 'i '"• �� z`�' NOTED ON LAYOUT // '6, '. •>, SC �,°� 7 t 2Y2"RATED STURD-I-FLOOR TSG SHEATHING � /s"OR Y2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ( ) ,+rr+c+ CORNICE DETAIL / GLUED AND NAILED.FASTEN WITH 0.131'x 2 Y2"RING ' o i 9/u'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF SHANK (BY OTHERS) 's @ 6-O.C.ON EDGES AND 12"O.C.IN THE v /�z RATED SHEATHING,EXPOSURE I-METAL ROOF FASTEN WITH 0.113"x 2 3/e"RING SHANK z Z FLOOR JOIST(I-JOIST SHOWN,SAWN NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS- JOIST s 1 p Lql \ JOIST SIMILAR-SEE SECTION"C"ON � � a �0 SDA FOR OPEN WEB TRUSS) ie o y ujGYPSUM BOARD HURRICANE ANCHOR AT EACH RAI-TER(SEEGYPSUM BOARDw\ S U a� ROOF FRAMING NOTES) \ \\��—RIM BOARD o W 2x_SYIP#2 SUBFASCIA WITH - MINIMUM 1 Y2"BEARING AT SEAT CUT \ .\ \ (2)0.131"x 3Y1 \ \ TOENAIL RAFTER TO PLATE WITH'3}0.131"x 3 Y"NAILS NAIL JOIST TO PLATE WITH 2 0131"x 3 Y"TOENAILS O Lu ENDNAILSATTRUSS \ O J J NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) #LL Y \ (U.O.N.) LL \ TOENAIL RIM BOARD TO PLATE WITH w (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) �\ 0.131'x 3 Y"NAILS @ 8-O.C. g THREADED COUPLING AS REQUIRED '---GYPSUM BOARD gt 2x_SPF#2 STUDS @ 16"0.C.-U.Q.N.(SEE WALL LAYOUT) GYPSUM BOARD = w % /—2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) > ; lei----2x RATED SHEATHING,EXPOSURE L %s"RATED SHEATHING,EXPOSURE L s p'- '� n FASTEN WITH 0.131"x 2 X'NAILS ID 6-O.C.ON FASTEN WITH 0.131"x 2 Yz"NAILS @ 6'O.C.ON (U.O.N.){BLOCK ALL EDGES AND 12'O.C.EDGES)ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. `ti (U.O.N.)(BLOCK ALL EDGES) � SCALE: THREADED ROD ASSEMBLY AT )"=1'-0"(U.O.N.) NOTED SPACING(SEE DETAIL"C" ---THREADED ROD ASSEMBLY AT DO THISNOT OACALE THIS SHEET) NOTED SPACING(SEE DETAIL"C" WNG THIS SHEET) E #ELEASE DATE: 06-13-12 2x_TREATED SYP#2 SILL PLATE WITH RVISIONK INSET WALtL y^FOR STUCCO^\ SIMPSON Y"x 6"TITEN HD(OR TITE N HD ROD COUPLER) INSET WALL YY FOR STUCCO—�. —2x_TREATED SYP#2 SILL PLATE WITH APPLICATIONS / WITH 1"CUT WASHER @ 24-O.C. APPLICATIONS SIMPSON Ys"x 6"TITEN HD(OR TITEN HD ROD COUPLER) WITH 1"CUT WASHER @ 24-O.C. W —SEE FOUNDATION DETAILS —SEE FOUNDATION DETAILS RAWN BY: B SECTION-TYPICAL EXTERIOR TWO STORY WALL CMF A -TYPICAL EXTERIOR ONE STORY WALL so-a NECKED BY: SECTION SD-3 ET: D-3., r _ (TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL JOINT IN LOUVER PLATE— 48"MINIMUM SPLICE LENGTH _ - TUDS TOGETHER PLATES WIT110:131"-z 3`NAILS @ 8-O.C. \ MINIMUM NAILING OF /—JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK SS STAGGERED \ J/ WITH 0.131"x 3 Ya^NAILS GGERED (16}0.131"x 3'NAILS IN THIS ZONE. THREDED RCD ASSEMBLY CENTERED f (TYPICAL) @ 6"O.C.STT/A TYPICAL STUD TO I I STUD TO PLATE NAILING` o 8"MAX. I -� ON SPLICE IN PLATE OR THREADED ROD / DOUBLE PLATE ( _ TYPICAL FRAMING AT CHANGE IN 6"MAX ASSEMBLY WITHIN 12"ON EACH SIDE OF �JACK STUD AN(Q KING ;CONNECTION I � PLATE HEIGHTST D S E N N L TOE AIL � LL.' - JOINT. 6MAX. / / STUD REQUIREAMENTS a is (SEE WALL LAWQU I ( _ _f--MSTA36 STRAP CENTERED ON CHANGE IN 2x4 (2) (3) Q PLATE HEIGHT tti I 2x6 (3) (4) o0 II THREADED ROD ASSEMBLY WITHIN I I \\ 2x8 (4) (5) g Z 6"OF SPLICE IN LOWER PLATE ALTERNATE: 2x10 (5) (6) I! THAN 6FROM PL CIS TER E D NAIL EACH PLATE TO JACK STUD ( ' OR ENDNAIADJACENT END TBLOCKING TOENAIL STUDS O JACENT a SSP AT SPLICE. WITH 3 0.131"x 3 Ya"NAILS-TOENAIL \ *ALL NAILS NOTED ARE 0.131"x 3 Y" 1(!j w " \\ OR ENDNAIL i STUD WITH(3)0.131"x 3 Ya"NAILS W (TYPICAL I- C \ � \ I W = 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) O t (SEE WALL LAYOUT) _ HEADER NAILING REQUIREMENTS z DOUBLE SILL REQUIRED WHERE OPENING o O L. WIDTH EXCEEDS 61" U.O.N.) 2x6 {3}NAILS PER PLY _ J "W wN"� uj THREADED ROD ASSEMBLY AT 2x8 (4)NAILS PER PLY CAN— a NOTED SPACING —JOINT IN SILL PLAT I I 2x10 (5)NAILS PER PL`Y,.+`'��` •, •• lug-. 2x12 6 NAILS PER - ' 2x_TREATED SYP SILL PLATE () 9Yz"LVL (5)NAILS PEFTLY s r� 11%"LVL (6)NAILS PERIL /THRE"D ROD ASSEMBLY 4"MIN.' SIMPSON "x 6"TITEN HD �, \ —TYPICAL STUD TO SILL PLATE 14'LVL (7)NAILS PER \� (BEYOND;) 12"MAX. ; CONNECTION �r"•4 E aq "7 z 16"LVL8 NAILS PER PLY�`'�.. �' b•'* rJ� w BUILT-UTP CORNER POST SIMPSON Ys"x 6 Y4"TITEN HD ROD COUPLER BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) O 'of a `14`'�L z Jrirq NAIL EACH PLY WITH 0.131"x 3 Y" L TAIL-TYPICAL WALL FRAMING CONDITIONS NAILS 6-O.C.STAGGERED a jLU SD-5 U- o co G `0 Pz 12"MAX. w j`Q a �^ w� INSTALL MSTA24 STRAP =g INSTALL DSP CLIP @ 32"O.C-— + _ ( I LOOPED OVER DOUBLE MAXIMUM SPACING (U.O.N.) I I I PLATE.NAIL TO CRIPPLE ON EACH SIDE WITH(6) ' .131"x 1 YZ NAILS. gwUl, --DOUBLE PLATE I � sm w,la STRAP CRIPPLE —;--JACKS AND KING STUDS (AS NOTED) TO HEADER WITH z 'LL 6 HEADER(AS NOTED) LSTA18 STRAP ` 2x_BLOCKING(TYPICAL) 1 4 o t(3) 3 " 3Y"TOENILSAT EACH END I--- I � _— n---n---Ti---n---Tr-- � SCw1ICAL THREADED --n---7---Tj—TAYIPEACH SILL PLY TO KING STUD ROD ASSEMBLY THREADED A ROD ASSEMBLY \� WITH 3 0.131"x 3 Y"NAILS-TOENAIL I -r-0" O II I (U.O.N.) OR ENDNAIL TYPICAL �NOTSCALE �\ (TYPICAL) NOTE: I I NOTE: HWS DRAWING \\ AS REQUIRED FOR MINIMTHREADED ROD ASSEMBLY i l i i l i I THREADED ROD ASSEMBLY RELE DATE: \ BEVEL BLOCMINIMUM 1 I I �$6-13-12 Ye NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE R V DOOR OPENINGS U.O.N. I N : MEMBERS.(TYPICAL) { ) I I I I I I I I I I I I I I I DOOR OPENINGS{U.O.N.} I{ (2)21(_SILL �SHEATHING MAY CANTILEVER UP TO 2" �'`"�ANCHOR BOLT AS REQUIRED "� MAXIMUM PAST SUPPORTS.ALL WINDOW ANCHOR BOLT AS REQUIRED ATTACHMENTS MUST BE ANCHORED INTO 2x_ FLUSH HEADEFZCONDITION DROPPED HEADER CONDITION9 DRAftBY: MEMBERS. CMF M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS CHECK[)BY: SD5I SHE t. SD5 THIS DETAIL ONLY APPLIES WHEN SPEOIFICALLY REFERENCED01 _ J r INSTALL SPH—CLIPSAT-32$.0:-AT DOUBLE- - a NOTE: __---PLATE Ila _N ATTACH DOUBLE PLATE TO STUD PER DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER W DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS = UPPER LEVEL STUD —EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD v �~ CS16 STRAP(CUT TO LENGTH)FROM UPPER \ DOUBLE PLATE _ UPPER LEVEL STUD m STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). J CSt 6 STRAP(CUT TO LENGTH)FROM UPPER J �? NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED Td /� STUD T HEADER BELOW @ 3)FROM (U.PPER INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE ` - /' NAIL INTO UPPER STUD WITH(11)10d AND NAIL (y _-- -7-----BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2}2)L-JACKS / ---� - INTO HEADER WITH(11)104 NAILS. a ---BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) --BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE O w BEAM � NAILING NOT REQUIRED BETWEEN UPPER SILL V CONDITION: 1 PLATE AND LOWER DOUBLE PLATE. LU to U3 BEAM(AS NOTED) (NOTCHED BEAM) Z UJ x ��—FLOOR SYSTEM(AS NOTED) O a PLA A DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM = ______ BBEEGIN NAILING 1"MINIMUM BELOW DOUBLE Q w M SD-7 TMIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED L Z �l \ J ` DOUBLE PLATE `+;�F�+ �fW L \ ` NAIL SHEATHING TO DOUBLE PATE WITH z MONOLITHIC FOUNDATION•EXTERIOR \ (2)ROWS OF 0-131"X 2 Y2"NAILS,'@ OF H LOWER LEVEL HEADER(AS NOTED) f— \ NAIL SHEATHING ALONG BOTTOMN OF HEADER @ 3"O.C. �{ ,•' ' `"• '�� / X8"x 8"TITEN HD SCREW ANCHOR �\ � � �.• .��, / or Y8"x 6"SCREW ANCHOR BY HURRI BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.( or "THREADED ROD SET 4 Yz"INTO ADHESIVE \ \ SPH_@ 32'0.C. \ \ ` EXTERIOR BEAM(AS NOTED) DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW ' STEMWALL FOUNDATION-EXTERIOR S '" j DOUBLE PLATE THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Y2"THREADED ROD SET 7"INTO ADHESIVE \ + / BEAM INSTALLED BENEATH DOLOBLE PLATE ewe.Cj INTERIOR APPLICATIONS- \�BEAM BEARS ON(2)2x JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector Fastening ScheduleUSE MONOLITHIC CONDITION Simpsonson USP ID Uplift Capacity Fasteners Anchorage O.N.CONDITION: 2 A35 MPA1 n/a (12)0.13 V x 1G' We cry o (DROPPED BEAM) ABLI44-Z PAU44-TZ 2200(SYP) (12)0 162 x 2G'or(12)0 162'x 3%' 518"w!7'embed - ABU66-Z PAU66-TZ 2300(SYP) (12)0.162 x 234'or(12)0.162'x 3'h' 58"w/7'embed s Qq rn DETAIL-TYPICAL DTT2-Z INSTALLATION �Z - DETAIL-EXTERIOR BEAM TO WALL CONNEGTI DS6 RS6 °(YPo ) 08xend-(22)total na z LLoPPT-2 7SSPF) (8)0148x11 into studsLLI SD-7 (6)0 148"x 1%•into double plate (USP DTB-TZ SIMILAR) SD-7 DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)'/."x 11/5'SDS Y5'w1434"embed(mono)and 7"embed(stem) U GBC HC520 Na (5)0 131'x 1Y'into gable brace nla LL• MONOLITHIC FOUNDATION-EXTERIOR (7)0 131'x 2K'into double Plato a~ H2.5A n/a use RT7 600(SYP) (5)0.131'x 2h'm each end-(10)total nla U / Y2"x 12"TITEN HD SCREW ANCHOR H2.5T n1a use RT7 545(SY P or SPF) (5)0.131'x 1 h'in each and-(10)total n/a [��a c� H3 RT3A 455(SY P) (4)0.131'x 2%'in each end-(6)total nla w"o ,! or Y"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANGNfbR: m H6 LFTA6 950(SYP)820(SPF) (8)0,131'x 27'in each end-(16)total Na m m \ EXTERIOR BEAM X"x 6"TITEN HD Mrd 2"x Ys"WASHER Hs RT8A 745(SYP) (5)0 148'x 1'h'in each end-(10)total nla ` i i STEMWALL FOUNDATION-EXTERIOR HDQ8 ri use UPHD8 7630(SYP)5495(SPF) (20)V x 3"SDS 718"wl 15'embed(SET epoxy only) x �� (AS NOTED) HDu5 PHD5 5645(SYP)4065(SPF) (14)V. x 2W SDS 518"wf 7'embed(mono)and 12'embed(stem) w "THREADED ROD SET 12-INTO ADHESIVE Hous PHDs 6970(SVP)5020(SPF) (20)r"x 3"SDS 718"wl 15'embed SET epoxy only) II--�� " P y y) F D LL \ H6 CLIP FROM HETA16 HTA16 1810(SYP) (10)0.148"x 1 h' 4'embed Frl INTERIOR APPLICATIONS- POST TO BEAM HTS20,HTS24 or HTS30 HTW20 HTW24 or HTW30 1450(SYP)1245(SPF) (10)0 148 x 3 in each end (20)total n/e w IF EDGE DISTANCE EXCEEDS 5"USE \ l HTSM 16 or HTSM20 HN. .._ ........ .....__ ..-..__....... 5 O ... / Titan into CMU - - N (4)'/. x 2' Y"x 12"TITEN HD SCREW ANCHOR 1 NAIL AS SHOWN- 5 (4) x ilxTitan into concrete sz HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162 x 2h' 518'w/7'embed(mono)and 12'embed(stem) g M r 6 1 or V x 8"TITEN HD SCREW ANCHOR 0.131"x 3X4"NAILS PER PLY HTT5 HTT5 5090(SYP) 4375(SPF) (25)0.162 x 2X' 518"wf T embed(mono)and 12'embed(stem) z LL �_`• or THREADED ROD SET 6"INTO ADHESIVE - LTP4 MP4F n1a (12)0.131 x 1h' 0a rL fP PT POST(AS NOTED) LS7A18 LSTA18 1235(SYP)II IO(SPF) (7)0 148'x 3'in each and-(14)total nla e DETAIL-TYPICAL HTT5 INSTALLATION LTS,2 LTW,2 775(SYP)665(SPF) (6)0 148 x 3'in each end-(12)total nla LH6 CLIP FROM POSTMSTA24 MSTA24 1640(SYP)1455(SPF) (9)0 148'x 3'in each end-(18)total nla Y g LL (USP PHD5 SIMILAR) TO BEAM MSTAM24 MSTAM24 1500(SYP or SPF) (9)0 148'x 3'into wood We a a PT POST(AS NOTED) (5)Y x z1. Titen into CMU _ EXTERIOR BEAM (5)/°z 1% Titan into concrete ABU POST BASE MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0 148'x 3"in each end-(22)total n/a SCALE: MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) I (AS NOTED) MSTA36 MSTA36 2050(SY P or SPF) (13)0 148"x 3"in each end-(26)total n/a ^=P-0'(U.O.N.) MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148'x 3 into wood n/a - DO NOT SCALE �"THREADED ROD SET 15"INTO ADHESIVE - "THREADED ROD (s)! x z/ Trten into CMU THIS DRAWING PLAN VIEW AT TOP OF POST WITH NUT SET IN _____ ___.._ _ .....- _ _. __ _.._._,...__ �. �� [e)'/. x 1/ Titan into co crate RELEASE DATE: STEMWALL FOUNDATION-EXTERIOR MTS12 or MTS20 MTW 12 or MTW20 1000(SYP)860(SPF) (7)0 148'x 3'in each end-(14)total nla 0 1 ADHESIVE 0613-12 1 MTSM 16 or MTSM20 HTWM 16 or HTWM20 860(SYP) (7)0.148'x 3'into wood We %"THREADED ROD SET 15"INTO ADHESIVE --- (7"EMBEDMENT) - -- (4)%, x 2Y Titan into CMU REVISIONS: (4)X."x 1%'Titen into concrete - INTERIOR APPLICATIONS- PA51 TA51 3685(SYP or SPF) (21)0.162"x 2K'or(21)0.162'x 334' 4'embed IF EDGE DISTANCE EXCEEDS 5"USE 4 j SPM or SPH6 SPTH4 or SPTH6 660(SYP)585(SPF) (12)0 148"x 1x• n!a a n G 4 SSP RSPT6 350(SYP or SPF) (4)0 148'x 134'into studs nla THREADED ROD SET 8"INTO ADHESIVE \ _ (3)0148'x 1'fs'into double plate STHD14 ISTAD14 4430(SYP or SPF) (38)0 U13 x 3/ 14 embed Notes _ DRAWN BY: T _ .,...,_ ._.._.__.-. ...... CMF 4l SIDE VIEW AT BASE OF POS 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.0 N.) D _ 2 SYP Southern Pine, SPF ,Spruce-Pine-Fir r- -------- CHECKEDBY: DETAIL-TYPICAL HDU$INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIMPOST _._____ ._ _._ ._ _ _� ___ - FSS - 3 Mono=monolithic concrete stem=masonry stemwall or bond beam SHEET: SD-7 - _ (USP PHD6 SIMILAR) SD-7 4.Anchorage refers to threaded anchors with noted diameters and embedment depths %D 7 J . x..p. ,s ,mss _. v - _ •}..�4 r Clay Masonry/(Brick): 12. Fasten plies of 1 3/"wide engineered lumber as f6)110ws:.- - WINDOW, DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.131"x3'/<"nails Q--12"o-c- N 1. Brick shall;;conform to ASTM C62,C216,or C652 for BuildingBrick, Facing Brick, and ^ ^ o.c. each side 1. All window,door and soffit assemblies shall be designed to withstand the design o 3-ply beams with(3)rows of 0.131 x3 /4 nails @'}8" ( ) g Hollow Brisk, respectively_ Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/4"long_§DW screws @ 12"o-c. pressures indicated below and shall be installed in accordance with the manufacturer's J requirements. n_ 2. Brick venerer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: vertical arwi 16"o.c.horizontal. Additional ties shall be provided around all wall openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specificatiolns for Design and Fabrication and o.c.and pllaced within 12"of the openings. Erection of Structural Steel for Buildings(latest edlltions)- € a.Welded connections: AWS 131.11 N Z S _-3. Strand wir%veneer ties shall not be less in thickness than No.9 gage wire and shall b. Structural steel shapes, plates: ASTM A36 WIND PRESSURES ON WINDOWS, DOORS & I U. a s- have a hock embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A5§or A501 SOFFITS (psf) O Q t- 22 gage bYj 7/8"corrugated and fastened with 1 3/4"galvanized roofing nails. d.Structural steel tubing: ASTM A5(W N V w Adjustable or strand wire veneer ties shall be used at CMU walls. a w 1Z all comply specifications. AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE(4) 0 v~s 2. All structural steel connections and fabrications sn P Y with AISC p cifications. � . O Ul � 4. Unless ottrwise noted on the plans,a steel angle L4x4x1/4 shall be used for Pos Neg Pos Neg = g 2 supporting)brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. Q = o windows Where brick is self-supporting. If the length of the opening exceeds 6'-0"then 0 to 20 sf 24.2 -32.4 24.2 -26.2 � 1Z LU the steel a r►� le shall be attached to the wood framing with 3/8"x 3"la screws 12" or punched- Flame-cut holes 20.1 to 50 sf 23.2 -30.1 23.2 -25.2 Z z 9 9 9 @ 4. Holes required for bolted connections may be drilll� P �: w p o.c• shall not be used. 50.1 to 100 sf 21.7 -27.3 21.7 -23.8 _ O F W J 100.1 to 200 sf 20.5 -25.2 20.5 -22.61``��"'1'. i �� w Z WOOD FRAM( IG: ^ u-o.n. 200.1 to 500 sf 19.5 -23.0 19.5 -2 X B a 5. Bolts shall be installed to the snug-tight conditiohli - Soffit Design Pressure 24.2 -32.4 24.2 "•" '•�� 1. All wood framing has been designed in accordance with"National Design Specification 6_ All structural steel shall be shop-painted with SSP1C Paint 15(red oxide)primer. Prior Base Design Pressure 20.50 GCpi=t0.18 ` «�� _ ^ •. (NDS)for wood construction,"2005 edition. to painting,steelwork shall be cleaned per SSPC 6P-6"Commercial Blast Cleaning". ? `3 v` ? , 2. All wood rMembers exposed to weather or in contact with masonry,concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied asitthe final coat to all structural steel w �, shall be trued with an appropriate preservative suitable for the exposure+mnditions. surfaces exposed and visible to the exterior of the structure- �. 3- If ACQ treaitment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to riestore final finish. <.,r �,'y.,,••• hot-dippedi galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50. If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: TYPICAL EDGE STRIP(5) "d►�net, o a=6.0' s j _T 3" 4- Prefabricated wood trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the§tructural drawings shall be s a S2 Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." manufactured by Simpson Strong-Tie or Engineer Approved equal. TYPICAL INTERIOR ZONE(4) E v �= I' 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in acc6)rdance with ASTM A307 or ASTM F1554,Grade 36. 6- The Truss(Manufacturer shall submit shop drawings and design notes with a PL registered [Engineer's seal for approval. Design notes shall include the rated load g 9 PP 9 3. All metal connectors and hardware which are exp(gsed to the exterior or in contact W capacity of the truss to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 3316 stainless steel or galvanized per '9 m trusses utillizin the connectors stem proposed.The contractor shall approve 9 Y P P PP ASTM A153,Class C,or ASTM 6695,Class 50. ...............................:::>7 "`•: � � x� � fabrication<and installation drawings showing size,shape and layout. 4. Anchor adhesives shall be either Epoxy-Tie SET 6tr Acrylic-Tie AT by Simpson 7. Jobsite ha codling and erection,including temporary bracing,during installation of Strong-Tie(with Florida Product Approval)and ins lied according to the i trusses shall comply with TPI/WTCA BCSI 1. of all debris and brushed out prior P Y manufacturer's instructions. Holes shall be cleane3d to installation of anchor adhesive. o 8_ All prefabrik:ated wood trusses subjected to uplift conditions shall be securely fastened to their su ortin walls or beams with metal connectors as noted in the Tniss '~ g ROOF COVERING: � � 'Ic Connectiorm Schedule. 0g 1. The contractor shall be responsible for the design And installation of the roof covering 9. All gable ernds shall be balloon framed or braced in accordance with the applicable system. detail as sthown in the structural drawings. ALE: 2. Asphalt shingles shall comply with ASTM D3161 aInd be installed according to the ; -Y,,'=r-0-(U.o.N.) 10. Guardrails, handrails,and guard in-fill components Balusters and Panel Fillers shall ' DO NOT SCALE be provided by others. g � ( ) manufacturer's requirements. � TNisoruw°Nc E DATE: 3. Clay and the roofs shall be installed per the"Concije te and Clay Roof Tile Installation 12 11. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material Manual,"and the manufacturer's requirements. specificatiogns: g LVL or Parallam LSL 4- Standing seam metal roofs shall comply with ASTM E1514 and be installed according €� E=1,900,(000 psi E=1,550,000 psi to the manufacturer's requirements. Fb=2,600 psi Fb=2,325 psi Fc=750 Ipsi Fc=800 psi 5. The contractor shall be responsible for the design Land installation of all metal flashing �DJMWN BY: Fv=285 pxsi Fv=310 psi and valley material. CMF L'NECKED BY: FSS MEET : L 2 J r 7 26 RAFTERS @ 28.0.C..... _.TOENAIL EACH RAFTER TO LEDGER _ - - ? Q WITH(4)0131'x 3Y•NAILS N 2x8 LEDGER IAS NOTED).....-„ •.� H3 \ (2)219 tEAOER-�� '+ LL H8CLIP—__ ~ Z" ......... Y•"8•LAG SCREWAND WASHER— SHEATHING(AS NOTED)--„ aeaxNeER.... f' __ 4f"a SLAG SCREW AND WASHER—� 1� = Z z 6.6 NEWER o Q DOUBL Y"BOLT COUNTERSINK INTO 9a8H Im Q .. POST.INSTALLNUT AN WASHER WQ Bab POST IN WALL AT EACH BRACKET W ...., LL V Lu 2x6( CEILING-- JOISTS0 t— o:.... , �� 6A EMBER---__ O W24-O.C. = ••••••• III Y'BOLT COUNTERSIW INTO W POST.WSTALLNITANWASHER. r O _.. _LLJ Z W J > ;`.-ROOF BRACKET , �� tr , u,J (SEE DETAIL A ON S-4) r .�`�, , � J13, z F— A BRACKET DETAIL ROOF BRACKET °.41 1 U 11 LA (SIMILAR) r CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFSFB4`20 CEILING LAYOUT Span Tables for No.2 SYP Rafters ,1 No Ceiling Load-20 psf LL,10psf DL ", ° SIZE 12"o.c. 16"o-c- 19.2"o.c. 2x4 9'-1" TAG" T-2" 2x6 16-6" 14'1" 13'-3" 2x8 20'5" 18'-6" 11141 15'-10" a;fair; o�`�� >w x -2—__7f F7"-- ° o Z Span Tables for No.2 SYP Rafters-No Ceiling Joist- z O -o with Drywall Ceiling-20 psf LL,15 psf DL k? 0 0 SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"G.c. r�O o N 2x6 15'-6" 13-11" 12'-9" 11'-5" w I z 2x8 20'-5" 181-0 16'-5" 14'-8" 2x10 24'-10" 21'-6" 19'-7" 17'-6' LL 2x12 26-0" 25'-2" 23'-0 20'-6" ��yyf n Tables for No.2 SYP v S a t� Ceiling F+y g Joist ¢ � 20 psf LL:10 psf DL W w f�4o 'm SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"c.c. LL 2x4 9'-1" T-10" T-2" 6'-5* 2x6 16-13" 113-6_17-3" 11'-0" 5" 15'-10" 14'2" rA3 CLI EACH 2x8 20'-1" 1T- �y W fF SIDE OF DOUBLE A 2x10 RAFTER TO RIDGE 2x12 2�6' 24' 223 FT_ — 19'-10" w 1 :: (2)1%" 14" VL S RUC URA RID(E CO NE 11 u.. Span Tables for No.2 SYP Floor Joist J III 40 psf LL,10 psf DIL 91 N SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Ld Ld $ III 2x6 9'-8" 8'-10" 8'-0" T-8" � Z 2x10 164" 14'10" 14'-0" 13'-0" a g 2x12 19'-11" 18'-1" 16'-10" 15'-4" c� n "TJI 230 __Tf FT- 1 '-1" 16"TJI 230 26'-5" 24'-1" 20'-7" SCALE: 4111-7 Roof Framing Notes: )q=1'-0"(U O.N.) 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP DD NOT SCALE THIS DRAWING 2. ALL RAFTERS SHALL BE MIN.2x6'9 0 24"oc.(U.O.N.) / '(2)STUD POST RELEASE DATE: 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON HS CLIPS 06.,1312 AT RIDGE WITH(5)10d x tY"NAILS EACH END. REVISIONS. 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL DOUBLE_1 CANTILEVER COLLAR TIES TO RAFTERS WITH(5).131"x 3 Y4"NAILS. RAFTER RIDGE 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) .131"x 3Y"TOE-NAILS. 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER ROOF LAYOUT THAN ADJOINING RAFTERS.(U.O.N.) DRAWN BY: 7: FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3 Ye NAILS: GMF 8_ FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) .131'x 3%4'TOENAILS. CHECKED BY: FSS 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 SHEET: TWIST STRAPS WITH(7)10d x 11)/2"NAILS EACH END OF STRAP.Ll A 4 J r ,—SILL PLATE(BELOW) l ,-2x CORNER FRAMING FULL N HEIGHT STUDS(TYPICAL) a 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND -(2)ROWS OF 0.131"x 3Ya" W BOARD WITH 0.131N 3 Y"NAILS Q 6'O.C. NAILS @ 12"0-C. STAGGERED(TYPICAL) 0 BAND BOARD m 2x6 OR 2x8 FRAMED WALL o a S T SILL PLATE{BELOW} a 04 �\ OPEN WEB TRUSS / ,2x4 CORNER FRAMING FULL HEIGHT STUDS N a W V f-MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED Q SHEATHING CONTINUOUS FROM BAND BOARD WITH(4)0.131"x 3Ya"NAILS TO EACH ADJACENT TO UPPER PLY OF DOUBLE PLATE. FASTEN WITHw = \� EDGE NAILING REQUIREMENTS OF UPPER WALL f STUD 0 . �,\ � i / ALTERNATE:INSTALL SOLID STUD IN THIS � 0 �- TOENAIL TRUSS TO PLATE WITH I SPACE Z = CD (2)0.131'x 3Ya"NAILS ,-2x4 CORNER FRAMING FULL HEIGHT STUD �olli,011°16 Lu DOUBLE PLATE(U.O.N.) .+`�`��®\ N i J --- -{ROWS OF 0.131"x 3Ya" ti°,+` �y �.� P 4 �l --- 2x4 FRAMED WALL ILS @ 12-O.C. ,,. �� •�- a Lu z SECTION-TYPICAL OPEN WEB FLOOR TRUSS F SECTION-TYPICAL FRAMING AT 90°CORNERS e`er' • 'a Ln -NAIL SCAB TO TOP CHORD WITH (4)0.131"x 3 Y"NAILS *y -ROOF OR FLOOR FRAMING(AS NOTED) �•ti,'-=-"�• +� ° --ADD 2x4 VERTICAL SCAB IN EACH i TRUSS IF NO WEB IS PRESENT -CONNECTOR IF NOTED /!�/ (SEE CONNECTION SCHEDULE)---_ UPLIFT CONNECTOR(AS NOTED) (3)0.131"x 3 Y" NAILS TYPICAL AT / o , W EACH TRUSS 2x4 SPF BLOCKING-NAIL WITH(2) ; j Z z -2x4 X-BRACE ACROSS LENGTH OF / 0.131"x 3Y4'NAILS AT EACH END SHEARWALL �--�? z (END NAIL OR TOENAIL) —NAIL SCAB TO PLATE WITH(3) \ z 0.131"x3Ya"TOENAILS z -GYPSUM BOARD M+� \ \ \ TRUSS(AS NOTED) `TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES Lu � (2)2x SYP#2 DOUBLE PLATE(U.O.N.}---/ v a TOENAILED TO DOUBLE PLATE WITH ¢ w NAIL PORCH SHEATHING AS NOTED 0.131"x 3 Y"NAILS @4-O.C. EXTERIOR FRAMED WALL DOUBLE PLATE 2x_SPF#2 STUDS @ 16"0.C.-U-O.N- a � �-MINIMUM Xs"RATED SHEATHING, (SEE WALL LAYOUT) � LL EXPOSURE i FASTEN AS NOTED MM ON WALL LAYOUT(BLOCK ALL EDGES) Wig D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS ---- _ `-- s 4 -4 -GYPSUM BOARD SECTION ONLY APPLIES WHEN REFERENCED THREADED ROD ASSEMBLY(IF NOTED) /= F .-INTERIOR SHEARWALL(IF NOTED)SHALL �� s J/ NAIL EACH END OF BLOCKING TO USE Xs"RATED SHEATHING FASTENED Y g -- ;%� AS NOTED- � a TRUSS(AS NOTED) / BOTTOM CHORDS WITH(3)0.131"x 3 Yci" INSTALL 2x4 BLOCKING BETWEEN -2x_TREATED SYP#2 SILL PLATE WITH SCALE: 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. a " r-0'(U.0-N.) 0.131"x 3Y"NAILS @ 6-O.C. /� SIMPSdN/e x6"TITEN HD @ 48-O.C.MAX. DO NOT SCALE THIS DRAWNG / i BOTTOM CHORD OF TRUSS /// 2x_SPF#2 SOLE PLATE---. „ RELEASE DATE: --NAIL EACH BLOCK TO DOUBLE PLATE PITH(3) �� WITH 0.131"x 3Y"NAILS 06.13.12 \ �\ 0.131"x 3Ya"NAILS @ 8"0-G.-U.O-N- NAIL PORCH SHEATHING AS NOTED ~-DOUBLE PLATE FLOOR BEAM(AS NOTED) \EXTERIOR FRAMED WALL --------- -MINIMUM Xs"RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES)) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION DRAWN BY: CMF E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND10R SHEARWALL CHECKED sD� sD� FSS THIS SECTION ONLY APPLIES WHEN REFERENCED sD a SHEET: Ll SD 4 J r --INSTALL SPH_CLIPS AT 32"O.0-AT"DOUBLE- NOTE: �� PLATE _a 4 ATTACH DOUBLE PLATE TO STUD PER -- "--- DETAIL"G"ON SD-7 - ALTERNATE:MSTA24 STRAP LOOPED OVER U. "= DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS = — EXTERIOR BEAM UPPER LEVEL STUD {AS Ni INTO EACH SIDE OF STUD v UPPER LEVEL STUD r CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE m STUD TO BEAM BELOW @ 32"O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER J V —/— _ NOTCH BEAM AS REQUIRED 1T0 €NAIL INTO UPPER STUD WITH(11)10d AND NAIL STUD TO HEADER BELOW @ 32"O.C.(U-O.N.). Q Q z / \ FIT BENEATH DOUBLE PLATE= / �- INTO BEAM WITH(11)10d NAILS. NAIL INTO UPPER STUD WITH(11)10d AND NAIL UJ Q g i`- -BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE �� S / INTO HEADER WITH(11)1Od NAILS. m d BEAM BEARS ON(2}2x_JA __�, � BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE ----BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) CO O U W BEAM CONDITION: - —NAILING NOT REQUIRED BETWEEN UPPER SILL z N ~` PLATE AND LOWER DOUBLE PLATE. BEAM(AS NOTED) (NOTCHED BEAM) ` Z W = FLOOR SYSTEM(AS NOTED) O a A DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAPA _ / _____,}--BEGIN NAILING V MINIMUM BELOW DOUBLE � = M PLATE `````��`®t ,'Ue ru W `� r O SID-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ``i � s dw DOUBLE PLATE `\ GJ "•• 0 E r \ —NAIL SHEATHING TO DOUBLE ATE WITH _ MONOLITHIC FOUNDATION-EXTERIOR \\\� (2)ROWS OF 0.131"x 2 Y"NAI LS @ 6"O.C. \ NAIL SHEATHING ALONG BO ;TOM OF HEADER 3"O.C. —LOWER LEVEL HEADER(AS NOTED} ;= ,•"� sY s t > @ — 4 / Y"x 8"TITEN HD SCREW ANCHOR ` f or Y"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. 1\\ \ —INSTALL DSP CLIPS @ 24"1 OR orY"THREADED ROD SET 4 Yz"INTO ADHESIVE ..\\\�\ SPH_@ 32"0-C. G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOVi :%"'� ` �" U EXTERIOR BEAM(AS NOTED)' °. STEMWALL FOUNDATION-EXTERIOR \ \ ` SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Y2"THREADED ROD SET 7"INTO ADHESIVE \�\`—DOUBLE PLATE / �—BEAM INSTALLED BENEATH DZOUBLE PLATE INTERIOR APPLICATIONS- \—BEAM BEARS ON(2)2x JAGS ++ " ' to z IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.ON.) Metal Connector Fastening Schedulew o USE MONOLITHIC CONDITION z \ CONDITION: 2 SI son ID USP ID Uplift C actt lbs Fasteners Anchorage O.N. " Z EE v_,z A35 MPA1 nla (12)0.131 x 1Y.' We _ Fit= c9 w y (DROPPED BEAM} ABU44-Z PAU44-TZ 2200(SYP) (12)0 162'x 2K'or(12)0 162'x SW 518"wf 7•embed g t- Z Z ABU66-Z PAU66-TZ 2300(SYP) (12)0.162'x 2'16'or(12)0.162'x 3116' 518"w1 7'embed a \./Q00 CS16 RS150 1705(SYP or Si (11)0 148 x 3 in each end-(22)total Na u. o DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL-EXTERIOR BEAM TO WALL CONNECITION DSP RSPT6-2 775(SYP or SPF) (8)0 148'x 1X into studs nla 'Z'Wtq (6)0 148'x 1%-into double plate (USP SD-7 DTB-TZ SIMILAR) 11ILDVI DT72Z DTB-TZ 2145(SYP)1835(SPF) {8 5 YV x 1 'SDS W w/4'/:"embed(mono)and 7"embed(stem) .9U GBC HC520 me (5)0 131'x 1Y'into gable brace nla - (7)0 131'x 2 'into double plate MONOLITHIC FOUNDATION-EXTERIOR - H2.5A nla:use RT7 600(SY P) (5)0 131'x 21/,'m each end-(10)total We H2.5T nla.use RT7 5451 or SPF) (5)0 131'x 1K'm each end-(10)total We / Yz"x 12'TITEN HD SCREW ANCHOR w o / H3 RT3A 455(SYP) (4)0.131'x 216'm each end-(8)total We w u> / or Y"THREADED ROD SET 7"INTO ADHESIVE: ALTERNATE ANCHOR: H6 LPTA6 950(SYP)820(SPF) (8)0.131'x 2X'm each end-(16)total nta Yz"X 6"TITEN HtD W/2"x Y"WASHER H8 RTSA 745(SYP) (5)014s'x 1x'in each end-(10)total n1a / STEMWALL FOUNDATION-EXTERIOR `EXTERIOR BEAM HDQ8 n1a use l-li 7630(SYP)5495(SPF) (20)1/."x 3"SDs 718"wl 15•embed(SET epoxy only) - l Y w / 6 " \ (AS NOTED) - HDU5 PHD5 5645(SYP)4065(SPF) (14)'/."x 2%'SDS 5!8"w/7'embed(mono)and 12'embed(stem,• F�1 W o- / /a THREADED ROD SET 12"INTO ADHESIVE HDU8 PHD6 6970(SYP)5020(SPF) (20)V x 3"SDS 719"wl 15'embed(SET epoxy only) LL w ` \, \ H6 CLIP FROM HETA16 HTA16 1810(sY P) (10)0.148"x 1%• 4'embed - FTI �/ �, POST TO BEAM HTS20,HTS24 or HTS30 HTW20 HTW24 or HTW30 1450(SY P)1245(SPF) (10)0.148 x 3 in each and-(20)total We F•L� INTERIOR APPLICATIONS- Lu HTSM16 or HTSM20 HiWM16 or HTWM20 1175(SYP) (8)0 148 x 3 into wood n/a IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4) x_21/.'Titan into / Titan into concrete I\ 2-TITEN HD SCREW ANCHOR o a,x 8"TITEN HD SCREW ANCHOR `�\�' X0.1 1 x 3Y NAINAIL AS LS(PER PLY HTTs HTTS 5o9o(sYP) 4375(SPF) (2s)0.162 x 216 sls"wt 7 embed(mono)and 12'embed and 12'embed(stem \_ or Y"THREADED ROD SET 6"INTO ADHESIVE: - LTP4 MP4F me (12)0.131"x 1Y2' We aJ `—PT POST(AS NOTED) LSTA 18 LSTA 18 1235(SYP)1110(SPF) (7)0.148'x 3'in each end-(14)total nla S LTS12 LTW 12 7751665(SPF) (6)0.148'x 3'in each end-(12)total nla C S' DETAIL-TYPICAL HTT5 INSTALLATION _ ` H6 CLIP FROM POST MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0 148'x 3'in each end-(18)total We SD-7 MSTAM24 MSTAM24 _ _. 1500(SYP or Si (9)0 148'x 3'into wood We (USP PHD5 S ILAR) 1` TO BEAM —PT POST(AS NOTED) (5)W.x z Titen into CMU LEXTERIOR BEAM ABU POST BASE ( )1820(SPP) (11)0 14s x Sten into concrete � MSTA30 MSTA30 2050 SYP 1820 SPF in each end-(22)total nla SCALE: MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (AS NOTED) MSTA36 MSTA36 2050(SY P or SPF) (13)0 148'x 3'in each end-(26)total nla %"=1'-0'(U.O.N.) MSTAM36 MSTAM36 1870(SYP or SPF) (13)0 148",x 3 into wood nla DO NOT SCALE s"THREADED ROD (8)Y x 24 Titen into CMU THIS DRAWING %"THREADED ROD SET 15"INTO ADHESIVE PLAN VIEW AT TOP OF POST MTs1z or MTs2o MTN 12 or M w2o 000(sYP)860(SPF) _ (7)o . - ... _._._ _ �. __... � O^ ; WITH NUT SET IN �'� (8)/"x 13' Titan into concrete � RELEASE DATE: bw / STEMWALL FOUNDATION-EXTERIOR ,O ADHESIVE 148•x 3'in each en-d----(l 4)total We �t3-t2 7 ^ L / - 7"EMBEDMENT MTSM16 or MTSM20 HTWM16 or HPNM20 860(SYP) {7)0 148'x 3'into wood nla REVISIONS: /e THREADED ROD SET 15"INTO ADHESIVE ( ) (4) x 2z Titen into CMU (4)'/."x 1% Tnen into concrete INTERIOR APPLICATIONS- a / PA51 TA 51 3685(SYP or SPF) (21)0.162"x 216'or(21)0 162'x 316' 4'embed SPH4 or SPHB SPTH4 or SPTH6j80(SYP)585(SPF) (12)0.148"x 1116' nla IF EDGE DISTANCE EXCEEDS 5"USE \ a ° ssP RSPT6 50(SY P or SPF) (4)0.148'x 1Y'mto studs nle THREADED ROD SET 8"INTO ADHESIVE (3)0148•x IA"into double plata -.- '� STHD14 STAD14 4430(SYP or Si (38)0 148 x 3/ 14 embed �. ...T. - Notes. 2SHEET- \�7 �y .._. _.. _. SIDE VIEW AT BASE OF r OST _._.._. ___.. _ 1 All connectors are manufactured b1'Simpson Strong Te or USP Structural Connectors(U.0 N) _ �_ DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERN POST 2 SYP so°[ham Pine 9PF_spmye p, e Fv15 _ ! CHECKED D _ . . .. _ 3 Mono monolithic concrete;stem masonry stemwall or bond beam(USP PHD6 SIMILAR) SD-7 4 Anchorage refers to threaded anchors with noted diameters and embedment depths J Construction Gerveral Notes PROJECT DESCRIPTION FILE COPY Coordinate floor and wrall openings and roof penetrations with all trades involved. Provide steel frames, sleeves, lintels, Properft: and similar enclosures inquired around penetrations in masonry or concrete walls, floors or roofs. Fire seal penetrations New Single Family Residence &Related Site Improvements through fire resistive rafted construction. 310 Sixth Street,Atlantic Beach, FL 32233 Extend walls tight to underside of sloped or horizontal construction above, unless otherwise noted. Coordinate with Legal: mechanical and electriroal trades for installation of sleeves, conduits, dampers and other built-in items where rated walls LOTS 3 AND 5,BLOCK 7,PLAT No.1,SUBDIVISION"A",ATLANTIC BEACH,AS RECORDED IN PLAT BOOK 5,PAGE join other rated materiails or finishes. Use UL-approved rated joint filler. 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. See Specifications for additional scope information that may not be shown on drawings. Some work scope items are ole Codes and Standards: shown only partially on; drawings while other work scope items are described in their entirety only in specifications. Applicea 2010 FlIorida Building Code(Residential) Unless noted otherwise on the drawings, in the specifications, or referenced by industry standards, an approved 2010 Florida Fire Prevention Code Manufacturer's product is to be fabricated and installed in accordance with that Manufacturer's latest published 2008 Niational Electric Code specifications and instaillation requirements. City of cCatlantic Beach Land Development Code, current edition Joints occurring in rated drywall partitions shall be staggered both horizontally and vertically. Propooed Use and Occupancy Classification: R3 Single Family Residence Substitutions must be pre-approved by Architect. Occuptant Loads: Dimensions, alignmentrs and details shown on these documents are based upon an assumed Manufacturer's standard Residential: 1 Person per 200sf details. If a Manufacturter is substituted and/or"approved equal"by the Architect as specified, it is the responsibility of the General Contractor to @oordinate the dimensional and detail requirements of this project and/or engage the Architect to Const�iuction Type: revise and coordinate the Contract Documents as may be required. Type 5B The Contractor shall rftiew all drawings for lights, sprinklers, diffusers, operable partitions, ceiling heights, etc.All conflicts Buildiog Areas (Gross) Occupant Load shall be brought to the attention of the Architect in writing. It will be the responsibility of the General Contractor to advise First Floor conditioned: 3115 sf 16 Occupants sub contractors of the Wher system requirements in order to achieve the ceiling assembly shown in the contract Second Floor conditioned: 2100 sf 11 Occupants documents. CabanO conditioned: 505 sf 3 Occupants Total 5720 sf 30 Occupants Follow all manufacturerr's recommended specifications and installation procedures unless otherwise directed. Lot Cohverage: Provide fire extinguish@rs as shown on plans and as required by fire department field inspector. Main Htouse(incl. porches): 4550 sf g r e g t h o m a s Cabana?: 470 sf DrivewPY, patios, &walks: 1640 sf architect Pool coping: 130 sf A/C&(9quipment pads: 22 sf Total Irfnpervious Area 6812 sf Lot Siz* 15000 sf Percentt of Lot Covered 45.4% PROJECT NOTES 1) Provide inlet protection for all inlets(if any). 2) All electrical wiring shall be per NEC 2008. J1650margaret street suite 302 jacksonville fl 32204 904 502 2062 3) All branch circuits that supply 125-Volt, single phase, 15-and 20-ampere outlets installed in bedrooms FL AR95405 shall be protected by arc fault circuit interrupter listed to provide protection of the entire circuit. x ri PROJECT GENERAL NOTES Constrrtuction Documents S A The Project Drawings and the Specifications are a part of the Contract Documents and only together comprise a complete set of 0onstruction Documents. ' A New Residence for - The Construction Document package represents the basic project scope and construction requirements. The Contractor, Je Sub-Contractor and/or Suppliers for this Project shall examine and become familiar with all Contract Documents in their entiretW.- � - Kim & Sub-Contractors shall prepare bids from the entire set of Construction Documents and shall not be allowed to bid based on only a partial review. All costs submitted shall be based on a thorough knowledge of the Work and the materials required. Any NsSre`Pancy and/or uncertainty as to what material or product is to be used should be verified with Owner or 310 6th Street Architect. It is the' intent of the ContrNt Documents to provide for complete and finished work. All miscellaneous components, parts, _ ACtl a n t i c Beach, Florida N anchors, and other cidentc*items required for complete assembly, functioning and operation of an item or system shall be provided.The Contractor shall include all components that are normally incidental to the work. Those components which ire not shown on the Drawings or called for in the Specifications, but which are required as an essential aesthetic — I N D E X O 1 D RAW I N a or funcAional component of the work, shall be included as if it were drawn or specified. G S �. Z Items mtarked "NIC "Not In Contract'. Such items are included In the Documents but require Contractors-coordination • for construction. Dimenions: _ \ �+ s i f D d d I C 0 - over Sheet and oDrawings °' _ In no case shall working dimensions be scaled from drawings. A0. g :B Ca v � Unless noted otherwise, all dimensions are from/to: kn Face of CMU A10 - Site Plan ' m CC . Face of Exterior Sheathing 3 E > Finished Face of interior partitions Z •� o a - All elevations are referenced from top of Finish Floor being equal to +0'-0". AM.1 - First Floor Plan _ Where dimensions are shown with +/-indications,adjustments may be made to suit field conditions. If adjustment required is greater than 10%, notify Architect for review. A1 .2 - Second FIoor Plan _ All dimensions shall be verified in the field before proceeding with the Work. Dimensions are not adjustable without approval of Architect in writing. - ISSUE- _ Minimum clearance and other dimensional requirements shall take precedence in all cases. Notify Architect of A1 .3 — Roof Plan # dare description any discrepancies. _ Dimensions and graphic representations occurring on larger scaled drawings shall take precedence over smaller A2.1 — Exterior Elevations scale dra4ngs. _ See Archit$ctural Reflected Ceiling Plans for dimensions locating fixtures, grilles, diffusers and sprinklers. A2.2 - Exterior Elevations, Continued Details-,marked"typical" (typ.)shall apply in all cases unless specifically indicated otherwise. A2.3 — Cabana plans, Elevations, and Details List of Abbreviations Detailsj,.marked "similar" (sim.) means comparable characteristics for the conditions noted. Verify similar dimensions or A6. - First Floor Reflected Ceiling / Electrical PI n notes&ntheplan. -REVISIONS - # NDNDORNUMBER EXIST EXISTING PCC PRE-CAST CONCRETE p 9 A6.2 - Second Floor Reflected Ceiling / Electrical Plan & AND EXP JT EXPANSION JOINT PLUMB PLUMBING Where,no specific detail is shown,the framing or construction shall be identical.or similar to that indicated for like cases of # date description AT EXT EXTERIOR PLY PLYWOOD construction on the project. _ A T ACOUSTIC CEILING TILE FBO FURNISHED BY OWNER PT PRESSURE TREATED AD ARLEA DRAIN FD FLOOR DRAIN PNT PAINT/PAINTED Where tthe phrase"or equal"or"as approved by the Architect"occurs in the Contract Documents, do not assume that AFF ABOVE FINISHED FLOOR FEC FIRE EXTINGUISHER CABINET PVC POLYVINYL CHLORIDE materiois, produets or equipment will be approved as equal unless the item has been specifically approved in writing for ALUM ALUMINUM FIXT FIXTURE RBR RUBBERthis wotrk by the Ptchitect. ANOD ANODIZED FLR FLOOR RCP REFLECTED CEILING PLAN 1 BSMT BAGEMENT FM FILLED METAL RD ROOF DRAIN These LConstructi Documents are the property of BennettlThomas and shall not be reproduced, changed or used in any — A T T A C H M E N T S - BYND BEYOND FO FACE OF REQD REQUIRED way wi#10ut the a ressed written consent of Bennett/Thomas. BOT BOTTOM FND FOUNDATION RM ROOM CIP CAGT IN PLACE GA GAUGE SIM SIMILIAR - DRAWING- CHNL CHANNEL GALV GALVANIZED SPEC SPECIFIED OR SPECIFICATION Contr*ctor Resp sibilities CJ COINTROL JOINT GWB GYPSUM WALL BOARD SPK SPRINKLER Project# 1109 CLG CEIfLING HC HOLLOW CORE SSTL STAINLESS STEEL The C�iipntractorstall: 1 Form 60OC-01 : Florida Energy Efficiency Code scale v4"=1'-0" CLR CLLEAR HI HIGH STC SOUND TRANSMISSION COEFFICIENT CMU COINICRETE MASONRY UNIT HM HOLLOW METAL STL STEEL ..• examine a project drawings and specifications and shall notify the Architect of any discrepancies found before 2 Sealed Property Survey Drawn by 9t COL COtLUMN HP HIGH POINT STRUCT STRUCTURAL proceedir with the work. Checked by 9t COMPR COIMPRESSIBLE HR HOUR T&G TONGUEAND GROOVE 3 Truss Engineering CONC COINCRETE HVAC HEATING, VENTILATING, AND AIR CONDITIONING TELE TELEPHONE ••• verify con itions at the site and report any discrepancies to the architect before proceeding with the work. p� CONT COINTINUOUS IRGWB IMPACT RESISTANT GYPSUM WALLBOARD TLT TOILET Cover Sheet O( CPT CARPET ILO IN LIEU OF TO TOP OF be licens to perform the work, and only work with licensed subcontractors and suppliers. 4 Structural Engineering CT CEIRAMIC TILE INSUL INSULATED TOC TOP OF CONCRETE Index Of CTYD COIURTYARD INT INTERIOR TOS TOP OF STEEL identify th need for a Permit, prepare the application,and pay the submittal and review fees necessary to secure DBL DOIUBLE LO LOW TP TOILET PAPER DISPENSER all Permit Drawings DEMO DEIMOLISH/DEMOLITION MAX MAXIMUM T/D TELEPHONE/DATA b' DIA DIAVMETER MO MASONRY OPENING TYP TYPICAL maintain omplete and current set of Construction Documents and all Permits on the job site at all times. D R A w I N G DIM(S) DIMENSION(S) MECH MECHANICAL LINO UNLESS NOTED OTHERWISE Construction D DN DO�NI MEMBR MEMBRANE U/S UNDERSIDE ... protect all xisting utilities and improvements,on and near the Site, from damage and erosion. Any utilities and DR DOOR MIN MINIMUM VIF VERIFY IN FIELD improvem#nt damaged during construction shall, at a minimum, be restored to a state equal to its preconstruction DWG(S) DRAWING(S) MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD VP VISION PANEL state. June 3, 2O 2A0e0 EA EACH MTL METAL W/ WITH EJ EXPANSION JOINT NIC NOT IN CONTRACT WD WOOD ••• furnish an install all labor and materials required to complete the Work with good workmanship and assure EL ELEVATION NO NUMBER proper w ing order. ELEC EL&CTRICAL NOM NOMINAL <„�,,,„ ELEV ElVATOR/ELEVATION OC ON CENTER be resporfible for coordinating the work and operations of all trades and disciplines to achieve the best results. S H E E T_..__.. EPDM ETHYLENE PROPYLENE DIENE M-CLASS OH OPPOSITE HAND O F EQ EQLUAL OZ OUNCE ••• maintain t o Site and its surroundings free from debris, dirt, clutter, and mud. [LFILE COPY warrant a material and workmanship for one year from the date of substantial completion. construction ., . °'. % ':.3 :: 1111. : i ` ?: .,. ...: I ::: - : . . ,.... ... . . .. 1111.. 11 ... 1111_. ... 4- < '.i : .. ......... 1 1.....11... . _...... 1111... 1111 . . I-- Cg -. ...... 111 1111.. ...,11..1.. ........_... ... .......1. ..._..... 111---l- .. .. .. ........ . _. ..I I'll . .._ 1111 ...._.._ .......... .... .... :: i:: ::-.:.:. 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S H E E T - OF - • • documents I a , t ; : - A13`-10 112" 26-2n 2 1 I 3.1 15'-9 1/2" I 20'-5 1,'2" I - - - - - - - - 2--2,- 5" Grill in wortktable CT h � n I �n T-10 3/'4" r. 5.5" a O 5.5" porch — _ Tn �n - Ir, C `? tv - hb � a Oa 5.5' ` r•- i kitchen a - t a t t Q t greg thomas architect 9 o I c t I ! master N 20' 11 1/2" bedroom 0. .. ... 2 b d t t 1 12'-61/2" 8'-5" oo F: 14' 11° a I 1 r•• N - ' �t 1 5' 6" 3'-4" € I .I I I - ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ............... ... ...... ....... .. ....... n r------------ ---------- —` 1 r l l great I I I I room , r_ I i ......................... .... v 1650 margaret street suite 302--- --- ------- r jacksonville fl 32204 _ r� 904 502 2062 hb �? O O , -�-� FL AR95405 1 1 1 1 1 i t --- Co 1 O 1 b d 7.1 N .::: .:::..:::::..: �s �,. a ' a ry : r - - - - - - - - -'- - - - - - - s 1 C , f N 1 6'-1" 7'-8 1/2" �? I 026-l" ro ° ` 1 '"launder I 1 1 I 1 1 :: I c 1 1 _ _ _ - - .-- --- - butler's , g \ 1 . o a 2'..0" t 7 pantry b d pow 1 c b 7.1 d I I 11 a i ^ 5 b d O b 7 d 7.1 22 1'4" , ' ! 1 .- 3 ::� removed ' + a Ln n; columns I Ln+- ,rrr .... .......... ..... .. - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - master -------- r --- wine closet N , ----- r�^ 1 1 1 I e•-• - 00 8`-0 1/2" 22.5" �? m I i i r------ 1 -`t', 10.5" 4 °7 cubbies/ ;- 9 7 lockers 3 ri I I I 1 1 x i II I I i I - - - - - - - - - - - - - - - - - - - - - - - - - _O - I - I I -� ............................_............... _. ' �. f,9 rr22 ` i i i — t 3 t 2 u kid's "� U P corner °2 _ + + + + I 1 1 I I 1 G 6 I 1 1 N _ /W/\ /� LJ v (�'� Ca cc - V V1 8?'9" 2'-7" i I I t 7'-8" 11`-1" 6'4i'° 9'-8 1 7' r!' O J L------r-, r, tt cgat; ; al;v 25 master -Q - Z o a L----•�.�------ 1 I r y 1 1 , , I q,i , I 1 ' b d bath ` � M 1 1 I - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - _ a ' ti r bookshelves with library ladder g p vara Ced lass panel over •ty - ISSUE- a `h2"high"pony"wall omitted `o is # date description furred wall/ bench I dining added beam slot drain i I room ' (' I I q 24 g;ar ge 12'-1° _ 4'-8 1/2" 6'-6 1,12" 12--l" 1 I 81'9" 17'-9 1/2" - ^ r,, ... . ... i_(�. -- ---- �'-911 8'-7" 5`-3" , �--� OG ' S.5" 5 112" IT , .............................--- entry 10 c shower bench ' '• - 1' vestibule library b 711 d -R E V I S IONS - ^ U� a a a # date description I hb N Qt 5/15/12 Owner Review ............ .... -- rJ I I , - - - 2'-6 3/4" 2'6 1141, I 1 i 1 to r hb - - - - - - - - - - - 5.5" 1 a O O O 4'-9" 5--3" ;r, 6O fE 5O 4`-10° `8° �'a° 4!-10'l 5'-3 r/2" - DRAWING- ,.r1 E I rN porch � Project# 1109 Scale 1/4"=1`-0" 6'.0 112" 6'-0 112" 8`'`�„ 8-811 8'9" Drawn by gt m 6" 5.5" 5„ Checked by 9t I I 6'..7" 10'.7„ 6,.7,1 i first floor 23,9„ 12'.-6" pI a n ------------------ 2 3.1 i D R A W I N G t F 36`9" 26'..2" 20'..11 1/2" Al 1 101x2" • S H E E T - first floor plan - - OF 1/4"= 1'-0" conditioned: 3,115 gsf • • garage: 705 gsf �1�0 I I documents covered: 675 gsf 83'-10 1/2" 36-4" 27'-0" 20'-6 1,12" 7-5 1/2" 12'-1" 7'-5 1/2" 6-0 1/2" O O O n greg thomas a r h lec l 1 I 1 I 1 1 1 h ' fyi 1 open to .- below 1650 margaret street suite 302 3`-10 1/2" i 8'4" 5-3 1/2" 14'-11" I Jacksonville fl 32204 - ----- -- 5.�" 1 904 502 2062 t FLAR95405 I N U'1 •- , 1 7� closet#1 - - -- - - N ' 1 y I bgdroom#1 1 6" 26'-1° ♦ 1 1 c bedroom#3 0 "` ♦♦ 39 40 to a 3'-10 1/2" - - - - - - -`♦a 15'-7" 4'-4" 3,_2:, 4'-0" 4'-11" 41'-6" 4'-81/ 10'-3" 7, 1„ i 5'_7„ / 14'-6"" _ _ 1 � 47 O fstorage 5 n 1 i , lT) ' 1 38 I M ................................................................ O W 5'-1" 4l-10" T-6" r 1/2" 46 a 1 ..... Z 1 a• r 43 45 ' L O 1 V=, � c� � � O storage m � U M I q - m _ ' in � CJ Q +��// r- L Sto. 1 1 1 ----- • r= 1 rn to d-. ........... Co kn 1 L - "` CC U do 20 R@ 7.2375" z • O Q I 33 20T@ 10" `° ♦ 1 \ 1 V ♦ � closet#2 ♦ 30 - ISSUE- - a _ _ _ _ _ _ _ _ _ _ _ -` bedroom#2 Ln - - - - -- - - - - - - - # date description 1 r ' ' in. 1 1 c 1 31 I,r b d 32 a1 - REVISIONS - LQ I n v # date description playroom nJ 3'-10 1/2" R' '` 81 3" Y-11" 6-0 1/2" ------------------ T T u' 5.5" x - -DRAWING - W 3'-10 112" T.7" Project# 1109 i� Scale 1/4"=1'-0" Drawn by gt Checked by 9t _ second floor a k plan 0 36'..4„ 7'-5 Iii" 12' 1" 7`5 1/2" 20'.-61l?." D R A W I N G i — - 27'..0" 1 .2 8'.3'•101/2" S H E E T second floor plan - OF - I� 1/4"= 1'-0" f • • bedroom 3: 370 gsf cuments playroom: 415 gsf • • ,i balance: 1,315 gsf chimn@y&cap N M greg thomas r - - - - - - - - - - - - - - - - - r - - - - - - - - - J L - - - - - - - - - - architect 1 N I I of 1 1 � 1 I N 1 1 I 1 N I 1 r rn 1 cricket 1 N cricket 1650 margaret street suite 302 1 I / jacksonville fl 32204 904 502 20621 FL AR95405 ti 1 r - - - - - - - `i - - - - - - - - - - - - - - ' 1 1 - ---- - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - 1 � 1 1 r cricket - 1 1 1 1 1 � 1 I � 1 1 N I �1 I M 1 \ I + 1 1 z 1 ! 1 N 4..O i I O A 4- 1 -1- I N V P, 9.12 \9:12 t 1 CQ r - - - - - - - - J cc ( 1 I 40 z 9:12 9:12 °' •E a `lE r - - - - J 00 x:12 9:12 .--- ► I Q n Q N 1 ISSUE- !,ili 1 1 # date description I �9:12 9:12 - 1 r. N - 1 1 1 I L 1 I - REVISIONS- 1 I 9:12 9:12 1 # date description L - - - - - - - - - - - - - - - - - - - - - -� 1 z 1 1 I 1 N I 1 c- � - I -DRAWING - l; 1 1 Project# 1109 1 sl 1 I scale 1/4 =1'-0,. 1 I: I Drawn by 9t Checked by gt �!1 1 I 1 roof - - - t - - - - - - , r — — - — - - - - - J plan � . L '- - - - - - - - - - - - - - - - J DRAWING Al y?F r3 wad 93 'ti7g +.Pe S H E E T - - 'p • roof plan OF 1/4" = 1'-0" construction u documents N 4'-8 1/2" - 2x8 roof rafters 5.5 3.S w! Cn 5: 1:1 in open-cell foambench insulation,r-30 min. 5.5" ?' fc ot sh over self-adhering swb over 5/8"plywood sheathing d Asti 1 slot drain g 13001 3/4"plywood over s 101 Ni r 1 x4 Mg decking bunk bearing paint pool storage beds 2x6 rafter tail doublre 2x6 top ` T pl*te,glued . N cc m Ithroom i,.`. 2x fascia board - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - closet\...--:.. t 2'-6"x 7'-6"f2-4x 7-61 mdf ry kitchenette io zn x OPElo - N marvin cuofd5080 cedalr shingles mViri ma in benjamiln obdyke wudh 626 greg thomas cedar breather',typ. ' 1 1 1 1 5' 0" 4' 10" � " architect 1 1 ' ___ LJ 'zip system§heathing on 2x6!%uds,typ. 32'-3" water table/ sill height 1/2"drywall=,glued at all plates*nd joints blown insulation,r-13 min. ° r iYr 1 x8 wood trim 1650 margaret street suite 302 pool jacksonville fl 32204 904 502 2062 stone filein'mudbed - ..` - cabana floor plan FL AR95405 k 1/4"= 1'-0" "- finished floor conditioned: 505 gsf 11 storage: 60 gsf 11 11 II + S ... + '•ti ref.structtVral(typ.) :t........ ..... .......... ......................................... db switchedVnear lighting,,, , c WS over each bunk ................................ t i cn will section - : _ 1-011 ` ................. , 11 z /5', ` d " ° O tti, 42,gfE 3 N - ,t ,1� C1 � o m +V'.. .......... ' _......... cc ... ................................ Z O .......... Np fc k 42:yfi 1 # :::::: + ;y5 ISSUE- # date description MMU - cabana - 1/4" = 1'-0" reflected ceiling plan ! -R E v I S 10 N S - lighting & electrical reference # date description A 5/15/12 Owner Review roof ridge .... .... .... .... .................... .... .... ....._....._...... .- --. .... .... .................... .... . .................... .... .... .................... .... .... ... .._ ............ .._ .... .... .................... ..... .................... ..... ..... .... .... .................... ..._ .... .................._ .... .... .................... .... ..- ... ................. .. .. ................ . ... ................. ........... .... ... ............... .._ ... ................. .... ... ................. .... ................ .... ................. ... ... ... .. - - DRAWING ' .... .... __............. ... .... ................ _ ................ ... 9 ra -.. ...........- - -- ... .... .... ............ _........ .... .. .-----._. .... ..- _........._- - -.. .... ....._..._....... .... ..._ .. .......... _....... .... .._ ._..__.._. _.. .._ ... .. ._..._.... __ ._. ......._....... ..- : .................. ... .... ................. .................. .... .... ...-.... -.... - -... 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' ' '-�........................---------- - ` ... > ................-......._ RAL NOTES ` ~ - ' ' L1taNTlNG&ELECTRICAL GENS _. ... - ' Drawn by 9 - - - - - -...-............................._...........-....._.--.._................ ................................----................................................. ............:1 x flat wood ::::::..................::::::::::: y 9 ` � - _ " ` - _ - '" � - Checked b t ... --------- . ._.-....._.....__..-......_...........'-- ....... _.................._........... -irate ualit uidelines roduct selection desi n intent ands ecial Owner re uirements. The are not en ineerin drawings and should not be ..................._....._.__-.._.--'._-..................... ..... .............tom(typ,) 1)These drawings are to EIIu q Y g p g p q Y g 9 ................. ............ construed or represented�s such. ................................... .2)All work and installations!;hall comply with all governing codes. All installations shall be clean,consistent,centered,level,and otherwise in accordance Wfith best trade s REFLECTED CEILING GENERAL NOTES rst OOr practices and standards. Work shall be completed to Owner's satisfaction in a professional manner. 1) Unless noted otherwise,all ceiling systems are applied directly to structure above. refl eeted 3)IMPORTANT: Smoke Dete6tors are required but not shown. Provide smoke detectors in accordance with local code and tie in to Owner's security system., 2) Exterior wood ceiling finishes shall be back and edge primed and installed on 1 x3 wood sleepers. 4 Provide all necessar servi6es for equipment and appliances. Coordinate with Owner selections and equipment manufacturer's instructions. PVC soffit trim(typ.) 3) Wood ceilings shall have no butt joints;members shall be continuous between trims. CeI I I ng pId rl Y 5)Unless specified otherwise,all lighting&fixture selections shall be by Owner. Confirm requirements for each fixture prior to wiring. 4) At Drywall ceilings:check structure for plumb and level. If ceiling structure is more than 1/4"out of level over 6'-0"in D R A W I N G any direction,install ceiling on 1x3 leveling sleepers. 6)Regardless of selection,all'pendants and ceiling fans shall have 3-wire installation for immediate or future light kit and controlsQ 7) IMPORTANT:Dimensions 7)Lighting,switching,and controls shall be"Maestro"series by Lutron. Provide appropriate dimmers and device controls. a) Wall Fixture heights,where given,are approximate. Coordinate height with Owner selections prior to construction. 8)Provide circuits for Iansds6ape lighitng by Owner. - b) Center all closet lights between top of door trim and finished ceiling. • 9)Provide convenience outlets in the front{2)and rear{4)yard,locations as indicated by the Owner.Q c) Unless noted otherwise,space fixtures equally along runs within rooms. d) In ceilings other than drywall,dimensionaltolerances onfixture placement must be held to within 1/8". 10)Confirm with Owner desi�"ed locations of exterior security lights. Contractor to verify work prior to installing ceiling finishes. e) Where ceilings slope,dimensions are given on the horizontal. s H E E T 11)Confirm with Owner intent to install lighting control,AN,camera security,and other systems, Coordinate with Owner and Owner's providers prior to construction. - f i r s t f I o o r - - O F - ` 0 • • reflected ceiling plan./ • • lighting &electrical reference - Symbols Legend and Fixture Schedule SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS A rc ul damp/wet rated. use waterproof trims electrical outlet rece' sed can outdoors and in wet areas. half-switched outlet ww {,} wall'.washer can gfi ground fault interrupt outlet _0 LIC und'.�rcabirret light Q=wp gfii in waterproof enclosure cs 36,42 height above floor(to center) ceili:rng surface mounted light �r� toggle switch ws wall sconce $3 three-way switch Vpd pendant light dimmer switch $ds door switch fluasrescent fixture t timer switch fc fan control ceiliog fan ®k P lighting control keypad trach or wall-mounted rail lighting telephone interface greg thomas 1� dC dOGI•Chlme 11 unrcabirteti strip lighting llllll architect Ney exhaust fan fantech,size model for room volume spk -- spegkerE tv cable/sat television interface �c6 closet light I ....................................................... ......................... ............................................................................... ............................................................................... great room 1650 margaret street suite 302 below jacksonville fl 32204 See A6.1 �— 904 502 2062 - - FL AR95405 r 1 ri 1` r� S- - - - - - - - - - - - - - - - - - - - closet #7 - - - - - ' gfi , ] A l.. i\ bedroom#1 cs rc fc rc t -`�,`-' i- ft ds ,_ C% bedroom#3 - storage#1 \ j rc cl `` \ / I - J__ ds-------- , tv , __............ J 42,Citi 3 d ds , fc cj 3 _ _ _ _ - V t - .- west hall ... _ _ _ _ - -•c' , rc east hall stair halls ` ` re if \' _ _ - _ _ _ _ _ ~�* down t first floor 3 d s \t , I - _ _ - _ _ _ " 1 ' rc�� ' -O • �, o + ` `d s > t 1 i ds =qP t #3' i ,' rC ,'♦� CI ' ' - ' +storage 3 v QJ t V fiN ' - _ - storage#2 _ 1 cc ° ° gfi -'��. i ! " \ i \0 Z \ , t ds t t - - - ` L 4.1 rcl C j 2 ........ .......................... i` j • `\ G. ` b�th#2 - a ds M ICK rc J ., t - i rc - ISSUE- ' Closet#2 - t Y _ 42 gfl - - - - - - - - - - - - - - s 2,g ! 1 # date description , , rc tv bedroom#2 7 , 3' outlets in toe kick(tyyj 1 It , ds ds t rc ` '$ ,' `Jim �� tt, -REVISIONS - ♦ ' # date description ................................ ............................... 5/15/12 Owner Review playroom tv p y , t , > , 4♦ 1 important , 0 t provide blocking and support ,' - DRAWING- for DRAWING-for ceiling-hung furniture- ,' Project# 1109 locations as directed by Owner Scale 1/4"=1'-0" LIGHTING&ELECTRICAL GENERAL NOTES '' _ 'r Drawn by gt checked by gt 1)These drawings a�e to illustrate quality guidelines,product selection,design intent,and special Owner requirements. They are not engineering dtrawings and should not be construed or represented as such. qp REFLECTED CEILING GENERAL NOTES second floor 2)All work and instafllations shall comply with all governing codes. All installations shall be clean,consistent,centered,level,and Otherwise in accordance with best trade practices and standards. Work shall be completed to Owner's satisfaction in a professional manner. 1) Unless noted otherwise,all ceiling systems are applied directly to structure above. reflected 3)IMPORTANT: Smoke Detectors are required but not shown. Provide smoke detectors in accordance with local code and tie in to Owner's security.system. _ l 2) Exterior wood ceiling finishes shall be back and edge primed and installed on 1x3 wood sleepers. ceiling plan 4)Provide all necessary services for equipment and appliances. Coordinate with Owner selections and equipment manufacturer's instructions. 3) Wood ceilings shall have no butt members shall be continuous between trims. S)Unless specified oeherwise,all lighting&fixture selections shall be by Owner. Confirm requirements for each fixture prior to wiring. 4) At Drywall ceilings:check structure for plumb and level. If ceiling structure is more than 1/4"out of level over 6`10"in D R A W I N G any direction,install ceiling on 1x3 leveling sleepers. 6)Regardless of selection,all ceiling fans shall have 3-wire installation for immediate or future light kit and controls. 7) IMPORTANT:Dimensions 2)Lighting,switehinig,and controls shall be"Maestro"series by Lutron. Provide appropriate dimmers and device controls. a) Wall Fixture heights,where given,are approximate. Coordinate height with Owner selections prior to construction. 8)Provide circuits fof lansdscape lighitng by Owner. b) Center all closet lights between top of door trim and finished ceiling. A6 *2 c) Unless noted otherwise,space fixtures equally along runs within rooms. 9)Confirm with Owner desired locations of exterior security lights. d) In ceilings other than drywall,dimensional tolerances on fixture placement must be held to within 1/8". a install lighting control A/V camera security,and others stems. Coordinate with Owner and Owner's providers r+ Contractor to verify work prior to installing ceiling finishes. 10)Confirm with Ow'xner intent t g g , y, y p p rot to construction. e) Where ceilings slope,dimensions are given on the horizontal. S H E E T - second floor OF - 1/411 = 1,-0" • • cc reflected ceiling plan/ • • cuments lighting &electrical reference