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366 10th st revision 2012 new home r DESIGN SPECIFICATIONS: GENERAL NOTES: N fans is limited to the structural requirements of this project. 8. All concrete slabs on rade shall be the thickness as indicat < N Project has been designed in accordance with the 2010 Florida Building Code, 1. The scope of these p1 q P 1 g a on the drawings over o Residential,and the Florida Building Code, Existing Building(as applicable). Architectural,civil(si#e),electrical, mechanical(plumbing and HVAC),waterproofing, minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs sshall be reinforced with and flashing requirerf ents are not addressed in these plans. 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in confornfance with ASTM-A 185, DESIGN CRITERIA: or fibermesh reinforcement shall be used with minimum 2"fitber length at 1 LB/CY 2. It is the intent of the LEngineer of Record(Engineer)that this work be performed in complying with ASTM C1116(u.o.n.). uJ Wind Design Method ASCE 7-10 .- conformance with all!irequirements of the authorities having jurisdiction over this type _ of construction and 6ccupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and Basic Wind Speed: 130 mph � a Building Category: II other deleterious material.Structural fill shall be compacted tth a density of at least w Wind Importance Factor. 1.0 3. The contractor is res{Ponsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D�557). Fill shall be treated W U Wind Exposure: B(Enclosed Structure) contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed. O Z Building Classification: Residential bracing as to insure tlhe safety of the building and its component parts during y :5 construction. 10. Footings may bear upon undisturbed soil or upon structural filll. Structural fill shall be a Building Type: Type V Construction w Wind-Borne Debris: NOT located in the wind-borne debris region compacted to a density of at least 95%of the Modified ProctQjr Maximum Dry Density ~O N ta 4. The contractor shall,verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below t4fe bottom of the footing. z W uJ Unless otherwise noted,project site considerations shall be the responsibility of the commencing work. = ca 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 s determination of grade elevations,drainage features,and special requirements 5. The contractor shall,supply,locate,and build into the work all inserts,anchors,angles, 3„ Concrete cast against and permanently exposed trd earth Z H .~o. ` associated with FEMA flood hazard and/or DEP zones. plates,openings,slelpves,hangers,slab depressions,or other components as may be 2 Concrete exposed to earth or weather to m required to attach anto accommodate other work. 1 '/2"Concrete not exposed to earth or weather O W w W" DESIGN DEAD LOADS: .9~ d 6. All details and sectiolPs shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-splicerd with the f Ilowing t1 and shall be constna*d to apply to any similar situation elsewhere in the work except minimum lengths: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or where indicated otherwise. #4 bars: 21"minimum �-+ #5 bars: 26"minimum •••�.. wood subflooring over wood truss,wood I joist,or solid sawn lumber framing. The floor •. 7. Refer to the structurail drawings for all structural details and sections. The contractor #6 bars: 32"minimum •• covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be � �• shall contact the En ineer for clarification in cases of conflict between the structural a a notified if the floor coverings differ from the noted assumptions 4 wins prepared b others nor to commencing work. 13. Reinforcement in footings shall be bent around comers or catner bars s alfbe. drawings and any d4 9 P Pa Y prior 9 9 _ -- RU Roofs: Metal or Shingle: 10 psf(Rafters)7 psf(Wood Trus 's and/ contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs,bolsters,etc., n%cessary to stmt.-51 - ' 8_ It is the owner1 Concrete or Clay Tile: 15 psf The design of the prbyect structure assumes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrmte surface s ajtfitye W �� Refer to Architectural Plans for Roof Covering System 2000 psf. The Engin*er shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel. %0 % . Z •.• noted assumptions. All requirements for site preparation and soil compaction y••• ��••Q� DESIGN LIVE LOADS: C t specified in the soils rreport shall be followed unless more stringent requirements are MASONRY: specified in these plains- Floors: General: U Exterior Balconies: 60 psf CONCRETE: I;;J Exterior Decks: 40 psf a.w•� 1. All masonry work shall be in accordance with Building Code.IRequireme is for 6 Stairs: 40 psf(or 300 Ib point load) EPSON 1. All concrete work shOl be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-08,and Specifications for Masfonry Structures,"ACI W o W Garages: 60 psf(or 2000 Ib point load) Structural Concrete,"';ACI 318-08,and"Specification for Structural Concrete, ACI 301. 530.1-08 g All Other Areas: 40 psf LL = 2. All concrete shall haute the following minimum compressive strength at 28 days: 2_ Grout shall conform to ASTM C476 with minimum 28 day ceRfipressive strength of Attics: v' Slabs on grade,,#ootin s,and misc.concrete: fc=2500 si 2000 psi per ASTM C1019.Grout shall be mixed to provide " " g p P P P slump be een 8 to 11 . Without Storage: 10 psf f Structural slabs;,walls, beams and columns: fc=3000psi x f�/ Desi nated rad(9n zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. TWpe N mortar may be used With Limited Storage: 20 psf g � in brick veneer. With Storage: 30 psf(fixed stair access) ('V v� 3. Cement shall conforff to"Specification for Portland Gement"(ASTM C150) it Roofs: *_4 U�Z ( 4. The contractor shall be responsible for the design and installation of all flshing. y Less than 4:12 slope: 20 psf Z 4. Aggregate shall conorm to"Specification for Concrete Aggregates"(ASTM C33) j Z 4:12 slope or greater: 16 psf O q`" Concrete Masonry(CMU): $ LL 0 5. Water shall be clean'And free of injurious amounts of oil,acids,alkalis,salts,organic V U A O A material or other subbstances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-06B,Holllow Load-Bearing DEFLECTION CRITERIA: n A AConcrete Masonry Units,normal weight,with a minimum compressive strength of � SCALE- P4 CALE= a 6. Reinforcing steel shailll be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi). Y,'=r-0•(u.O.N.) DO NOT SCALE Walls:Brittle Finish(wind load): U240 0 � structural drawings.PPII reinforcing details shall conform to"Details and Detailing of Al THIS DRAWING Flexible Finish(wind load): L/120 a Concrete Reinforcerrtlent,"ACI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-splicerd with the following RELEASE DATE: drawings. minimum lengths: 19-12 Floors`rye Load: U480* W g #4 bars: 20"minimum _ Total Load: U240* Q 0 a,., 7. Tolerances for foundiPtion and slab alignment as well as placement of reinforcement #5 bars: 25"minimum Re U S w((7 S * shall be in accordanQe with"Standard Tolerances for Concrete Construction and #6 bars: 30"minimum �y�, Increased floor stiffness may be required by floor covering m u tr Qr / Materials,"ACI 117. (Footing or slab edges maybe up to 1/2"inside of the sill plate. Roofs: 3. Grout all cells containing vertical reinforcement in 5'-0"maxi ' m lifts. DRAWN BY: Live Load: L/240 ON Total Load: U180 p� 4. Provide deanouts per ACI 530.1-08 in the bottom course of Airasonry when the wall CHECKED BY: pG height exceeds 5'-0". SHEET: SS 5. Beam reinforcement shall be continuous across control joints§_ S-1 J L 3 « ineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: N 12. Fasten plies of 1 /. wide�9 Clay Masonry(Brick): f 0.131"x3%."nails @ 12"o.c. N 2-ply beams with(3)rows N 1. All window,door and soffit assemblies shall be designed to withstathd the design g 3-ply beams with(3)rows cof Simpson "x3 6 3 nails @ 8"o.C.(each side)" pressures indicated below and shall be installed in accordance with the manufacturer's 1. Brick shall conform to ASTM C62,C216,or C652 for BuildingBrick, Facing Brick,and f Sim son 6 3/."Ion SDW screws @ 12 o.c. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows co P g requirements. J 2. Brick veneer shall be anchored with approved ties:.paced no more than 16"o.c. STRUCTURAL STEEL: u' vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall m to AISC Specifications for Design and Fabrication and openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall Confol< P w Erection of Structural Steell for Buildings(latest editions). ca m o.c.and placed within 12"of the openings. AWS D1.1 0 a.Welded connections: WIND PRESSURES ON WINDOWS, DOMS & 0 � gage b.Structural steel shapes;,plates: ASTM A36 SOFFITS (Psf) "' I 3. Strand wire veneer ties shall not be less in thickness than No.9 a e wire and shall ASTM A53 or A501 "� have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A500 N a 22 gage by 7/8"corrugated and fastened with 1 3/,"galvanized roofing nails. d.Structural steel tubing: W Adjustable or strand wire veneer ties shall be used at CMU walls. AREA OF OPENING EDGE STRIP(5) INTERIOi�:ZONE(4) p w UJ 2. All structural steel connecttions and fabrications shall comply with AISC specifications. Pos Neg Pos Ne Z a O 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for P g I be rovided to the Engineer for approval prior to fabrication. supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall i P g PP P 0 to 20 sf 25.3 -33.8 25.3 -27.4 z F c windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 20.1 to 50 sf 24.2 -31.5 24.2 -26.3 the steel angle shall be attached to the wood framing with 3/9'x 3"lag screws @ 12" 4. Holes required for bolted(gonnections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 22.7 -28.5 22.7 -24.8 <<„t„u u�W t j O.C. shall not be used. 100.1 to 200 sf 21.4 -26.3 21.4 -23.5°a```O� ��o,,, 200.1 to 500 sf 20.3 -24.0 20.3-25.3 0.3 -2 G,•�•..• s WOOD FRAMING: he"snu ti ht"condition-u.o.n. .• 5. Bolts shall be installed to t1 9- 9 Soffit Design Pressure 25.3 -33.8 2 . g P 6. All structural steel shall b�shopCo J -painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 21.40 GCpi=±0.183 d .• _ 1. All wood framing has been designed in accordance with"National Design Specification II be cleaned per SSPC SP-6"Commercial Blast Cleaning". (NDS)for wood construction,"2005 edition. to painting,steelwork shall P ; tl` applied as the final coat to all structural steel 'so . 2. All wood members exposed to weather or in contact with masonry,concrete or soil 7. SSPC Paint 36(polyuretmane)shall be PP shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. �,.``I 3. If ACID treatment is used on any wood member,then all nailing shall require 8. Field touch-up after instaillation where required to restore final finish. TYPICAL EDGE STRIP(5) ' °```°°°° 8 di di hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM 8695,Class 50. �'"n+urn " a=3.5' V�=_ If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: ~ _ Z a �d I1 1. CO rs and(ponnectors noted on the structural drawings shall be TYPICAL INTERIOR ZONE(4) LL o 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for All framing anchoron -Tie or Engineer approved equal. -07)." manufactured by SimPswSt Metal Plate Connected Wood Truss Construction (ANSI/TPI 1 w a I U 2. All anchor bolts and thre*ded rods shall be in accordance with ASTM A307 or ASTM 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. �U01 � jl W � 6. The Truss Manufacturer shall submit shop drawings and design notes with a F1554,Grade 36. e W hardware which are exposed to the exterior or in contact a 9 �m registered Engineer's seal for approval.Design notes shall include the rated load 3. All metal connectors andl _ LL _ with ACQ pressure treater lumber shall be Type 316 stainless steel or galvanized per capacity of the truss to truss connectors,and the manufacturer's license to fabricate ASTM 8695,Class 50. Y trusses utilizing the connector system proposed.'rhe contractor shall approve ASTM A153,Class C,orr fabrication and installation drawings showing size,shape and layout. either Epoxy-Tie SET or Ac is x 4. Anchor adhesives shall� Acrylic-Tie AT by Simpson- Strong-Tie Tie with Florida (Product Approval)and installed according to the 7. Jobsite handling and erection,including temporary bracing,during installation of g- ( s. Holes shall be cleaned of all debris and brushed out prior trusses shall comply with TPI/WTCA BCSI 1. manufacturer's instructiOn to installation of anchor adhesive. T ` I prefabricated wood trusses subjected to uplift conditions shall be securely fastened L � : 8. AI P � to their supporting walls or beams with metal connectors as noted in the Truss ROOF COVERING: Connection Schedule. nsible for the design and installation of the roof covering 1. The contractor shall be rr�sPo g � 9. All gable ends shall be balloon framed or braced in accordance with the applicable system. SCALE: detail as shown in the structural drawings. y,'=r�tU.o.N.l 2. Asphalt shingles shall C&mply with ASTM D3161 and be installed according to the $ DO NOT SCALE THIS DRAWING 10. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)shall manufacturer's requirenVenn• RELEASE DATE: be provided by others. os rs t2 3. Clay and the roofs shallitbe installed per the"Concrete and Clay Roof Tile Installation � 11. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material Manual,"and the manuocturer's requirements. specifications: fs shall comply with ASTM E1514 and be installed according .3 LVL or Parallam LSL 4. Standing seam metal roto P y to the manufacturer's rdMuirements. E=1,900,000 psi E=1,550,000 psi DRAWN BY: Fb=2,600 psi Fb=2,325 psi s nsible for the design and installation of all metal flashing DM Fc=750 psi Fc=800 psi 5. The contractor shall burro Po g CHECKED BY: Fv=285 psi FvFSS =310 psi and valley material. SHEET: O 2 J r N Q �f 0 N }t. J ti. V W m V z a IL 11'4" T-9" 6-8" 34'-11" 6'-6" 6-0" Q W x 12*PA ~ O = 24"x 24"x 12"PAD FOOTING a WITH(2)#5 EACHDWAY(TYP.) Z w WITH 2 #5 EACH WAY SEE DETAIL"E"ON SD-1 p ( } ro �Ui1H1U! !4 F W w th tii�J z - SEE DETAIL"E"ON SD-1 �� ——— �b s` i 4"64 Wl CVNCR4X1 4 WWF OR rB OR E SLAB WITH X 18"DEEP FOOTING g(�� y�a Z9 FIBEFRMESH OVER 6 MIL J WITH(3)#5 CONTINUOUS p 17 ZD 30"x 30"x 12"PAD FOOTING-� VAPOR BARRIER COVERING M " WITH(3)#5 EACH WAY CLEAN,{COMPACT,TREATED FILL. SD 2 ��•••�•.• .... O C PTION SEE DETAIL"P"ON SD-2 ' ` W II r ,DDDDlD7lDl711HRI1 O I I L J z 20'-11" 4'-5" 8'-0" 3'-9" T-3" 8'-a" a �" is z C WW I 17' C�PTIO� o v ~z c'' J 0 B I M SD 2 SD 1 I II I H I I I I K W 30"x 30"x 12'PAD FOOTING SD 2 ;�, I I I I I SD-2 I i— z d o WITH(3)#5 EACH WAY I I I I I L-----J I I a w z SEE DETAIL"E"ON SD-1 I 900 z CLOPTIONAL) --- I I ci 4 1 I H I II I �-- —� I I oSa °° x Q Lu sD2 I II I I H I I SD2 W � W SCALE: 24"x 24"x 12"PAD FOOTING }r=1'-0"(U.O.N.) WITH(2)#5 EACH WAYq o TSCALE SEE DETAIL"E"ON SD-1 0o NOT HIS DRAWINGAWNG RELEASE DATE: 11'4" 55-10" CJ=SUGGESTED CONO6-19-12 ttROL JOINTS REVISIONS: 71'-2" LOCATIONS(SEE(DETAIL"T"ON SD-2) ca1F =DENOTFES TWO STORY FOOTINSG CONDITION DRAWN BY: ON CONTRACTOR SHALLIL VERIFY ALL DIMENSIONS CHECKED BY: USING FINAL APPR(bVED FLOOR PLAN PRIOR FSS N PLAN © GENERAL REVISIONS,TRUSS CHANGES, TO CONSTRUCTION. SHE FOUNDA AND PLAN SET REDRAW E_3 J L r � ' v I J N NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x6 SPF N0.2 1 STUDS @ 16-O.C.FOR PLATE HEIGHT OF 10'-1 Ys"-U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 u` U SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Ys"-U.Q.N. a h'' � O Q uj 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U-O-N. ILL m NOTIFY ENGINEER OF ANY VARIATIONS. I- v W J o ALTERNATE: HUC410 or (2) J w SD_7 (2)2x6 BUILT-UP-, JACKS °1°®!°sst sssss s=i -j EQUIVALENT POST(MIN.} ` (2)JrA E °°°4° \ (MIN ) /..SD 7... o t " s if NOTE .... ____---NOTE:EACH FRONT «««"«• m A3 EACH REAR EXTERIOR POST — % ...e........................................... _ r- SHALL Z POST ASE4S4 ROP POST TO ?ye «� � S1 1ALL BE TREATED 6x6 POST ON (Y2xx [�" ABU66_Z POST BASE.STRAP POST TO 3: 2 2x10 HEADER III (2)2x6 HEADEk' ? % III EACH BEAM ABOVE WITH H6-Z CLIP. EACH BEAM ABOVE WITH H6-Z CLIP- : ILII 2J 2K -' 2J 2K °III SEE DETAIL"F"ON SHEET SD-7 " `t SEE DETAIL"F"ON SHEET SD-7 \III CONT.(2)SPAN`S j Ncn elf v t : IIID ¢ o XIII NII : Q 9 Ltz u N VIII >-(2)JACKS 24"STRONG-WALL C v VIII `•., °� _ 7::, (SEE(SEE SHEET S-11) " Z N (MIN') III SHEARWALL LEGEND: 0 cv (5)2x6 BUILT-UP"'.`\ �:rr•,f�ttt 3 - r'-w °goo POST(MIN.) s NON-BEARING WALL g Z o z z H= Z� BEARING WALL 8 ZJ¢ N •. '•. III u~ 1........... . _SW 6_ WLu z : ILII ••. ILII ai o 'Icr) ' N �TO� •' �; (3)2x6 BUILT-UP .., O - SHEARWALLS FASTENED WITH - ILII c' POST(MIN.) (2)2x6 BUILT-UP` j �`n 8d COM(0.131"x 2Y")NAILS @ ILII I �� POST(MIN.) u 6"O.C.ON EDGES AND 12"O-C. Q„{''v d 11 ILII � ''' ..•.• : ON INTERMEDIATE SUPPORTS. W o I I •: (2)2x6 BUILT-UP m IIII> � �"� w� POST(MIN-)7.7T =z J Lu v> I �.. ISN N —$W-3— a s o N O II O = SHEARWALLS FASTENED WITH W co�xzw 3:2x6 BUILT-UP N r _ ml 4 X 8d COM(0.131"x 2 Y")NAILS @ x -(2)JACKS u -(4}:2x4 BUILT-UP PAST(MIN-}TO N 3"O.C.ON EDGES AND 12"O.C. _ '��` �� P0?ST(MIN.) MATCH POST ABOVE o c, (MIN.) �, ON INTERMEDIATE SUPPORTS- u- LL SBS = SHEATH BOTH SIDES OF WALL W C?I Icn AT INDICATED SHEARWALL a : III '• 2 2X12 _ r _ — U `............................................. t..... :� NOTE:ALL EXTERIOR WALLS SHALL BE"SW 6"U.0_(ti1_ a :.......... 1............. L E �,-�(2)2X6 BUILT-UP (2)2x6 BUILT-UP-/ ``{2)2x6 BUILT-UP WOOD FRAMED HEADER LEGEND ; (3)2x6 BUILT-UP POST 2 2x6 BUILT-UP (POST MIN. POST MIN. SCALE. = `.{ } (MIN-) POST MIN. (MIN.) � y^=r-0^(u.a.N.) SD-7 ALIGN WITH POST ABOVE (MIN.) SIZE POST(MIN-) � DO NOT SCALE ALTERNATE: OF HEADER THIS DRAWING HUC410 or RELEASE DATE: EQUIVALENT 2 2x_HEADER 06-19-12 GARAGE DOOR NOTES J K = REVISIONS: � DS-20-12 GMF � BLOCK SOLID BETWEEN 1. INSTALL(�MSTA30 STRAP AT EACH END QUANTITY QUANTITY OF GARAGE DOOR HEADER,NAIL STRAP OF JACKS OF KING STUDS FLOORS AT ALL STUD POSTS INTO HEADER AND JACKS BELOW. I 2. EMBEDDED STRAP AT EACH END OF GARAGE NOTE: t� DRAWN BY: DOOR OPENING SEE DETAIL"F"ON SD-1 ALL WOOD FRAMED LOAD BEARING HEADERS DSM SHALL BE MINIMUM(2)2X6 N0.2 OR BETTER CHECKED BY: 3. GARAGE DOOR SHALL BE RATED FORA SYP-INSTALL MINIMUM(1)JACK AND Q, GENERAL REVISIONS,TRUSS CHANGES, MINIMUM DESIGN PRESSURE OF 17.8 psf± SHEET: L WALL LAYOUT FIRST FLOOR AND PLAN SET REDRAW (1)KING STUD AT EACH HEADER{U.o.N.} g S-4 a gats i l ° NOTES: 4 d, C r 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH ZV SPF N0.2 I' r �I -�i' { . STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9'-1 Ys"-U.O.N. Ix J 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED%rrH 2X+4 O "- SPF Ni STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Ya"-U.0_N- a LL ttJ {' °' , s 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U_0-N, G m Z t� g O F- I,, t I 5 9` !! � ;if, I G a i II I NOTIFY ENGINEER OF ANY VARIATIONS. � I'' II x '�.! �lPt.p 1 v 11 I+. SII a { � �!i s it tjI u, ! a(1! s:.l i I ;p^ t r j•i �.� 9:g�1' W F- 1 7 ' °It v h, , + ',, ' g O h. i J W r- r 2 2x6 BUILT-UP g Q ` hl. (2)2x6 BUILT-UP t ) tu�uanP Lu w M k 1, � I POST MIN. ����� z r ¢ 'r'' I I' i I 1 , [r 2)2 BUILT-UP POST(MIN.) l (MIN.) i"A"� iiia�„ o ����N�" F ate. POST(MIN.) � ��.. Ni•"..... •'E I I t. � .� .,r;,!s;tl I xr.� i I` Li I BALLOON FRAME WALL I k .� II I r ,I C'�,1 S'"I I .j �I' :a ', � �I i °�..s I ', ; � .� • � o, x10 HEADER 1 ;• •� 1 I. ! I 1 � , �� �• I I , 1'.I .. •�III � I I 2J 1K tl ( e3a= I I 'I a •k^ �'t 7w •III • s I- a I� t ! I � +•u I 111 v I I III 1' r :3. i� :r •W 6 9 J p •r .'I , i1,1 ' I, '�+ 1 F Y €. a 7r�, I i O IIIA I, 1 ,� ` } 1 ,, k.�� �x I i ;, llE kr I ! y . II YY 1 i — SII x :!. I a ,i ......ILII III= , .., o z •••. J .••� ...... .. ••� SHEARWALL LEGE(��;v� •• ,.•� �z x M •., �'�'S .......... ,P�PPP`PIIP _ Zan _ _ i i" .• Y I �4 .; 9 ��I z�! it,, f ; I` I:%; e, I r ,r III •• =Y .. •Il.� �y .......... NON BEARING WALL unw � y z I, `a Il e— .... 'N ��= z w :. 2 22x1fl• .LSED 1 \_ � �— �• .III I,- C14 —z 1 I 8 V' f .. I I V r Is 1' BEARING WALL a y 5 I {{ 4 f } 1• � "� 'IIIII i I 2rf }4 N 0 c HEADER: o I ,¢1: 1 � I ,..1 t� .,.. � — f r# i Il ....... W V {{ �, ii l •� SW-6 F- � `,I [ ii' I' I III :2J 1K — —— W p I — — — — .......... .. t )2 1 x 14"'lLVL(RAISED) �., O SHEARWALLS FASTENEsfp WITH LL •• — — 8d COM 0.131"x 2 Yz" �� I - 1, W w UP 6"O.C.ON EDGES AND U Z (3)1�"x 14"LVL `�..t2)2x6 8UIL1'-' 112-O.C. �i ` POST MIN. 3 2x6 BUILT-UP ON INTERMEDIATE SU o 1 !s \ 2 2x6 BUILT-UP (MIN.) ) (2)JACKS\ SPORTS. I I €s { ) POST MIN. _ M a` 1$II 11 ( ) MIN. POST MIN. - 1 (MIN.)(MIN.) 3 2x8 CONTINUOUS y u r t ) LU _ , i p 3 2x12 # 7 I t ) W W I I it • OVER(3)SUPPORTS I / �.. '� N a —SWC— � a �. �, 1 r` z BEAM JIII *..., :i ` '' ` :.. ;I �' � z to w ! ;..... - !^.. 1,. ,•1 , is 9 ''.;1J Y — K LL M a O SHEARWALLS FASTEN D WITH t a I — a LL r II� i I I fA4I i co(D t n . k ^ 8d COM 0.131'x 2 z 2 JACKS 32x4 BUILT UP .- C. ILII 3"d.C.ON EDGES AND rl i -, MIN. POST MIN. C11 'i :'1 ,.., .l I,. '�' .i 1. -° `4 .ISI {— (MIN.) : :........ ....., (MIN.) „I+ z -sI U ON INTERMEDIATE SU „p I SPORTS. 2 JACKS c. G f 1 ( ) ! 9 w•� 3 2x6 BUILT-UP SBS SHEATH BOTH SIDES 0 WALL Z ,, g I ', t : 1 /{ ) I ....... •'. (MIN.) POST(MIN.) ••••• AT INDICATED SHEARWj�gLL g L H - y + ., :X I r SOLID BLOCKINGI� C ,fi a BETWEEN FLOORS SD 4 y t !` } NOTE:ALL EXTERIOR WALLS SHALL BE"�y��� U.0-N. f y a I E_ 111 `UVY�" BALLOON FRAME WALL WOOD FRAMED HEADER L GEND: �I FIt earn : E ,s SCALE: rola#'1^ ,� ;i i'�,1, ) SIZE 1`-0'(U.O.N.) 1 � III ; ! st , ',: I ,u: a I 1 DO NOT SCALE OF HEADER TNEs oRAmnNc j I- Iv I �I Sj ipl ,I ,�II f,: RELEASE DATE: III .I Rr�� 1 I K t:aN i r. II h I- t 08-20-12 CM I , i, I) QUANTITY QUANTITY 1 I I i.p`. k h 1 I: I (I OFJACKS OF KING STtQ}DS :It NOTE: DRAWN BY: fli II ' ALL WOOD FRAMED LOAD BEARING H ETERS SHALL BE MINIMUM 2 2X6 Ni OR BE- CHECKED BY: ATTERFSS V litI p SYP.INSTALL MINIMUM 1 JACK AND -I I GENERAL REVISIONS,TRUSS CHANGES, t ) SHEET: } I ( 1 KING STUD AT EACH HEADER U.O.N. _ t1f, I[li,r , II ,,'.( , , , r } WALL LAYOId�—SECOND FLOOR { ) ( ), I �' 7 1 AND PLAN SET REDRAW I � � a. I t r � � ! i, ,G) I. I L 1': 0 V _ J ;1 I? r z EuEII�til p Al i !I Iwl,jj Ik Ci :.,of � !f. ,I 1 � �i ":i•.-.� ,il ;` s, �; y I. �;'k i I'. I :� '. ' k � II � �II �. � i.. I t•I , ', .I I� I I ° � I � THREADED ROD LEGEND: < 4 I , 1 f • .' � ' ' Ilk- - I I N � � � � I � C � � • - THREADED ROD FROM FOUNDATION TO DOUBLE o +I PLATE.(4"MINIMUM EMBEDMENT REQUIRED) � J' I � � �• If E~ ,1i I � ,1 `i � I II � . ' I �l " �e THREADED ROD FROM FOUNDATION TO UPPER Fll ( a t { a DOUBLE PLATE(4-MINIMUM EMBEDMENT REQUIRED) ee � o = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE p v I, I gI I r O II�i lt3 I1� � II p = HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPPLE E— v MINIMUM Yz"0 ROD TO HOEDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. A` LL l 1 1 I I, f � k I - Q {{ pp ❑ HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUiPLE 41 I' �fkl • 1 ��6, MINIMUM Yz"0 ROD TO HOLDOWN ANCHOR AND CONTINUE TO UPPER FLOOR DOUBLE PLATE ABOVE. G U) w UJ UJ it ALTERNATE: E W ui = o P I 1 f f I j P HUG410 or EQUIVALENT E sss w ems, I+ I EXTEND RODS TO TOP NOTE: II t k l I SD-7 t. ;. 1, IR E4 :•`iE';>I t' E� zI �lt. /-,EXTEND EACH FRONT EXTERIOR POST .'; I 1 I it 111 5 '' f I i I; �, ;• NOTE, �v SD 7 SHALL BE TREATED 4x4 POST ON .�``v" 0 P ABU44Z POST BASE.STRAP POST TO .• s •. EACH REAR EXTERIOR POST _ BIre l' 3 f SHALL BE TREATED 6x6 POST ON s .. • I — � EACH BEAM ABOVE WITH H6-Z CLIP. �a` •� I I ��—HTT5 SEE DETAIL"F"ON SHEET SD-7 L� � ? I I,I> �I •`c" , ',�. -.;r' I ix:'I�`. I � E i i I A�166-Z MOST BASE.STRAP POST TO SPH6 AT--` -Z CLIP. EACH BEAM ABOVE WITH H6TOP PLATE HOEDOWN e SEE DETAIL"F"ON SHEET SD-7 : IIII CL Jilt' I I ; IIII l ` II °I I; I I fI I III III -p a IIIIIIII7r 24 o+ k., j �� I •f�I�,�I�t , , � s , ' ,' III "STRONGWALL ,h �� , e i°•, }��.;ai� I W�a I � )1 ��r � ' I :111 : IIIISEE SHEETS-11 � III t ) It O E _ W ,• I € SD-7 9 CS a o o 93 r I ' � i f i.: P1�1 '� I:' I I � I � :IIII '•.• III � � w w III 4Al I t k j,C 1 �fOL '�iY —HTT5HOLDOWN LL wl SPH6 AT TOP ....... I I PLATE �Q w SPHTT5 - w �, 6 AT o , DOUBLE PLATE HOLDOWN HTTS... H N �� S 2 HOEDOWN TO .. ROD ADJACENT x { FROM > ..... TO STRAP F —� I,I t� {, I ,� ;i 1 � ��gd�,f: I� ! .i ,' t� k.I�,1 : IIII • . ABOVE Iyy t ,f LL s � II ; 1 �?•I ,, 4 ',, {I 1 j '� +Y , I ii Ili _ t~i , SPH6 AT 75pp g9 §§ {\ NTT HOEDOWN i 1l+�• Iii, <!. R +c :zl!.M� 1 . „ a1 ' kl S' 11, ,, \ z DOUBLE PLATE HOEDOWN HTT5 HOEDOWN 4 8 o SPH6 AT TOP �. ji W, — — — ............ . ................. PLATE EXTEND RODS TO TOP SCALE: I Y Iy rl I III +� II SD-1 OF SOLE PLATE ABOVE '-0^(u.o.N.} DO NOT SCALE ALTERNATE: HUC410 Or RELEASE DATE:NG ofa4k �I pl Y f �� GARAGE DOOR NOTES 06-1906-19-12� �2 EQUIVALENT 1. INSTALL(I MSTA30 STRAP AT EACH END 08-20-12 CMF OF GARAGE DOOR HEADER.NAIL STRAP INTO HEADER AND JACKS BELOW. $ 2. EMBEDDED STRAP AT EACH END OF GARAGE • 1� V 1 �i el ' El4t S ! �' 4 DOOR OPENING SEE DETAIL'F" )NSD-1 1 1 DRAWN BY:, fi CHECKED BY: kl J REVISIONS, TRUSS CHANGE FSS � SHEET: GENERAL Y � i - THREADED ROD LAYOUT FIRSTT AND PLAN SET REDRAW I S-6 J I j tll�� -.k: I t Y:QIP, ,I,;�t.l7�i°�r•�� -. ,.':• I :'.;d �;1 ;� ,�, .; ,,., I I. III.r. l ' I I S, u1 j II t tt J N � � r THREADED ROD LEGEND: � o ryr'� 1 is � e 3I ` , I e IJ P i • - � THREADED ROD FROM FOUNDA�TTiON TO DOUBLE PIATE.(4"MINIMUM EMBEDMENT REQUIRED) Y8'THREADED RODTTION TO UPPER FLOOR OO U.J MINIMUM EMDOUBLEQ ( MENT REQUIRED) vLLp HOLDOWN(AS NOTED) INSTALL JV SILL PLATE pw ; ❑. = HOLDOWN(AS NOTED)INSTALLEDJAT SILL PLATE.COUPLE O tv W z k I I MINIMUM Yz"p ROD TO HOEDOWN 41CHOR AND CONTINUE IF TO DOUBLE PLATE ABOVE. N p Q HOEDOWN(AS NOTED)INSTALLE O WAT SILL PLATE.COUPLE Y. " ROD TO HOI DOWN CHOR AND CONTINUE to MINIMUMYz 0 ( I I Eli TO UPPER FLOOR DOUBLE PLATE VE. p � H (STRAP POST TO HEADER WITH Wp�t CS16 AND RIDGE WITH HTS24Lu s P TOP&BOTTOM AND I •- vl t b X W ( 1 !r GI BETWEEN FLOORS y" 3 Y"SDS SCREWS INTO �tSTA18 AT HEADER AND s M FLOOR TRUSS BELOW 1)11 ON ROD AT JACK w z PH6 AT DOUBLE "-' f �� ; uu� a ai s l AND S / POSTS ON EACH SIDE OF OPENING �.`• •0i I PLATE WALL --SPH6 AT TOP PLATE& C FLOORS CS16 BETWEEN �.�`� •' � �' . } , I ! " 1 AT BEAM• f R!t I I i' 1 ! ,�E ° �,II�I i �i,I j I !� ' a i I. ' , � �� o :: IIIIII ..�I�II : ..... . ••�I�I�E --- . -_ dn AND CS16 FLOORS --- SPH6 AT TOP PLATE& � � 2 CS16 BETWEEN FLOORS ( ) s�„ 1 1 � I :� — �.�.—. II Ill W s.,.• �. � I7 _ 0 -_SPH6 AT TOP PLATE& _ — �� f !&ik,�)` I 1 ::III 'I�• STRAP POST TO RIDGE (2)CS16 BETWEEN FLOORS 'carp �a"" z z „k €',rlj ¢ III WI HTS24 AND INSTALL 3 � °TT2_Z ON ROD AT POST -CS16 BETWEEN FLOORS AND o ,---'" E Z w N STRAP POSTli . SPH6 AT DOUBLE PLAT W SPH AT TOP:' U RIDEAND III — — — _ p I ,I ,.k III PLATE&CS16: — _ s ( l aI'I r. {, Ci $EAM WITH III TO GIRDER:: '�(2)CS16 ETWEEN FLOORS AND ! ' 'ii lal SL.xI Zi t 1 c ' o 'i I. -� .. : :HTS24 TA24 AT /'� LE PLATE T MS 99 HTS24 A BEAM SPH6 AT UB w a BEAM `-HTS24 AT. �.HTS24 AT�/ FROM BEAM (� m BEAM MSTA24 STRAP---,,, Sig,II i I t ( is k al ' i BEAM HTS24 AT TO POST BEAM ! GS16 S RAP..... RAPS.. s, BETWEEN FL RS / IIII If" (3)CS16 ST STRAP POST ..3 i , , i. t I.. M ,', !3, / BETWEEN FLOORS _ AND y 11 ! t rt ( — �.a ............ AND SPH6 AT DO BLE E _ _ _ _ TO BEAM& . II RI PLATE PLATE 3 O.C. ! : s° PH6 AT UBLEL� s H8 CLIP RS AN W �..... RIDGE WITH § z o HTS24 IIII 11 ALONG ALL CS16 STRAP r. \ IIII s _ ... ..... . SPH AT TOP PLATE o a I i! aI Ti I BETWEEN FLOORS \, MSTA24 STRAP isAND CS16 TO GIRDER w I 1IND SPH6 AT DOUBLE al. PLATE :@ 32"O.C. �� �; FROM BEAM TO POST � (S2P)CS16�� TWEN FLOORS AND HJUBLE PLATE(3)CS16STRAPS u � �a €° BETWEEN _ STRAP POST TO RIDGE SCALE: l s t wl HTS24 AND INSTALL NO S A E ST TO RIDGECS16 BETWEEN FLOORS THIS DRAWING WITH HTS24OAND INSTALL SSP TOP&BOTTOM AND DO NOT SCALE x 3 X"SDS SCREWS INTO $ RELEASE DATE: DTT2-Z ON ROD AT POST EACH FLOOR TRUSS BELOW IX6-19-12 1 4s01 l,kl , I a p{ S D&20-12 CM gg li k I ! 1 1111 �I' al @ 3 ! DRAWN BY: f j DJM CHECKED BY: 's GENERAL REVISIONS, USS CHANGES, SHEET: G �.5,TR ! n.. `, i 'a CRAW !I 1 �Il • ' I' L LAYOUT-SECOND FLOOR AND PLAN SET RE_ I THREADED ROS f F I'I 1 I I � I �r$ i 1p w 4 �y < N J LL fa I i W 0 x W x t— I� uj 2x6 LEDGER ATTACHED to3 I TO TRUSS w!(3)0.131"x 3 y" .. w w M �� SDS SCREWS 1 f1{I,�If'I'• '., l !IIiIifi€kC►gg�m sF'.��4�Yd�I�was ���@�¢a��5:�A�►b�i,1+rr.t,i`�l{�l�j"Iia�+fis`I I�tlIirl�ii'bl�tI�ll' ,F{+i�I7liL�k!E 1 r iiIi 1I111((ii��IIiI'� ..G , ::•:II1IIII1IIIIII1lIIIIIlI1II II IiII II ` HT�Si12 .\` .. . ��� JOI�2S.xT .1S0 24"OCLL : ( AT :EACHFOY. VERTICAL ... MSTA24- i "�o.......... .. �.'►�a►`����O��.,�+ cn �IIIU'.0 Z dr 'cr +r►WuW�FF��0 '1 T VWHa�J� �IvaOS , - B D-e2RDms�0�A- JS. W1M 22a I aN`s�LL.�k�SGC i. Mn �Q9NOTE INSTALL HOTE11 00 KOVER FLOOR TRUSS BEARIG BLOCK BETWEEN -LU26(TYP.) cz ESREAR COVERED POCFLOOR TRUSSUNDER n a BEARING WALLS ABOVE F04 Tsi F06 . . LL LL 0 J W w JE ut w 20TCLNG . .............. .................................. WS 2J SCALE: MTS12 MTS12 MTstt� �s•=P-0"U_O.N.> DO NOT SCALE REVI RELEASE DAJ! DRAWN BY: CHECKED BY:; � ' 'I 11 GENERAL S TRUSS CHANGES, SHEET: II ����: Ef2EVISION r i1 tI' fi s 4 , AND PLA 8 I E �U SET REDRAW TRUSS LAYOUT ' I > LOWER 7T I 1114 ' 1 t z N 4 , {, O � 11 ' Y I 16 , u l h d it,l d) ' ✓ri I ri �1 r Z a mff r y f i t a;l 1x11! W H I 1 1 1 pk 0 LU °� �� €�: �I �'d � t t�� ►ilk 1� �' i� � �. 1 I I � � � W I W � ru m INTLOAD 3 t FROM VALLEY aii z (,� i=W w M �! '.. J W F ►►1►►►N►IIUiII lPT .9 ;ti " � ?{t..i,l,�{ .� � i � E� ISI r � fis ���� ��` ✓�.• �j^ Ih; , � t I:: r.. r,�y, l Rlii `' I rI �..i f :� � ••I�� W � ��" • � '', I �t a . „ .3 ru ;,41r l >> tI a l III klfo w N'1a{lI 11, w I m e .Eil O i - =i#. v 2x OJOS7S 24 .C.• z °� : � II mo=o flr� ., r.►._ VAULTED ut VAULTEQ _G� • .� I a ��, 4pp � �i. 1 tF.°yr� wl�l 4 E'i <I { i � � •III" � V. � ♦ �4 , f t` f` .. IFI, R *I I 1.� Y ♦ `Z LIt_ 2x10 JOISTS 24"0_C. ..� ci v '�If x .Q •� -> D t— �� �� ',. N V O:ps 4 aJ 1 i : t� �e�� V` r II rn p 2 2X10 o IIS— ... .. .. .... N � Z IpJ1 F— _z to 4 .. � //itlilll HU48 . la HHUS410 HANGER c Zco _ w a 2 14"L L ISED I 3 1 •x 14"LVL W I;r�� P Mall I I y.1 � I r r1 a 1 � yfifi j S POINT LOAD 2x6 JOISTS 24 O.0. w w o z N I � ` � c(s I„r: a,ir�9 •' iI I 1 la'� '� `;P.! I I ,', ^y 4— 5 w�n w' FROM RIDGE .i i SFr k :,� i .h 2: u�• �i•. 1111u, w 41`. ,f II` I I ?• — — — — UNDERFRAME CE ING RIDGE d x W VAULTED VAULTED fc_v 1 , r 4 Y •!', ��” I a f+.i w 1 I�,d,�S(�I I I ani Z >� � � 4;I 'I I IIID (3)2x8 CONTINUOUS .. � IIII I. IE i I P w OVER 3 SUPPORTS 3� 1 j k1{ @y P'� (4° ,.�5 E :its �• { } JOISTS 2x8 JOI TS O.C. > s, ! I .! z I ! _ it CY _ i 1 99B SCALE: j f 1 Gig' s ' i1 ' I DO NOT w 06.19-12 9 08-2D-12(CMF) k DRAWN BY: DJM { � • �kt S r� r: G ! CHECKED BY t 66 {{ SHEET:REVI%IONS,TRUSS CHANGES,LAY( 11 -SECOND FLOOR '.. :ji AND PLAN SET REDRAW r ` 1 J NOTE: ROOF SHEATHING BRACE OVERFRAWNG TO TRUSSES 10 RAFTERS AS REQUIRED TO MAINTAIN I { MAXIMUM 64r SPANS {4).131"x 3Y'.. ,, —2x6 OVERFRAMING = €e kb is s t tI } TOENAILS(TYP) C? m r M „ —.—SIMPSON H3 CLIP � r O Z TO TRUSS CHORDwf a € _ I r !� I € 1"x 3 'NAILS 5 .13 � , I O Y, Z it pp (+ I —TRUSS TOP CHORD OR RAFTER W I ) d, I.� „r I+ i LuLu pt I I o LL z 1— � I � aI UJI A ECTION—TYPICAL VERFRAMING AT EXISTING ROOF t (� ray � I I . (3)2x6 POST 5-10 I �Q' w 1 I AT RIDGE �� � �� € � �' i I � trutlf f��il III �: a� �'� I; ,� I I �������� •• ••8 � ��� °�' � p6 gg I� I t I $�, 8y�j F� F �I � FI� ' ��I�� 1 ti� � 34 I � ; k� � ``ate � ��•(•/ i' '`''� �� 4 @F f ��� CONVENIMAi E ROOF AREAS-SHINGLE � F1 1010) # �t U FRAM �i {„ O) .I C..) 2x RA ERS @ 24 O.C. �p w Span Tables for No.2 SYP Raftegt Ir,JI f tCD O No CeilingLoad-20 LL 10 x• N •iII' W' W'{��/J +I:r III F, j3 I POST: 2x8 RA TER @ 24"O.C. SIZEO.C. 16"o.a > U 12"0 9 a § € a m� 2x4 T-2"s • 'S" � �i! � �'; r {� � ,�I�p r�, �I.r,� �, I '2x10�f21�GE' � •�� � 2x6 w 15'-6" ED Au 2X8 _ 18'6"tz 1I'0 v� • n OC r-w €pp 2x1 €� III if � — O_ IIKI: , ,II Pah Tables for No.2 SYP Rafters-No Ceiling,hist- z� ��� o S �unnnrnuw R 3 2x6 POS AT RDrywall -20 psf LL,15 psf DL �� 0 F E IGE with 00 B BE CET B OW O Uf 4 0 SIZE12"o.c. 16"o.c. 19.2"o.c. 24'o.c. 0 2x6 11'5' Lij i 15'5" 1311' 12'9' w — ra;l+., x6 2— 18'-0 16'-5" 14 t> 2x10t� - 1T-6" u V 24'-10" 21'-6" �i 3)2x6 POST AT RIDGE x or ul 7' OVER w i 1 I I I U I =o- 4 I� E g w � .. .. II Span Tables for No.2 SYP Ceding Joist _ K(3� a 20psfLL.lOpsfDLSIZE "o.c. 16"o.c. 19.2"o.c. 24"o.c.c' `v 2x4 1. 7-t0' T-2' 6'5'POST A RIDG - 9 > 1L' V O•L. - i K 0 EL 2 I �,� �• ,. ,r �» rh # ,�s�, �� � �, '; ( � r' ,e' o v = B CE IDG T B � _ � �. �" N .. 7. Q' _2x10 2�p���� rai _ (2)1 'x 11 s LVL RIDGE — _ _ ./(2) LL x x I; � •�l �OST 4 � � —�-���4—�V W LLJ V LLE L-(3 L IT RI�GE S"c Roof Framing N .. W 10 6FT�S 24"O.C. 1. ALL C0�)VENTIONAL FRAMING SHALL BE No.2 or BT.SYP z IL2. ALL RACERS SHALL 8E MIN.20's A 24"oc.(U.O.N.) � ` ;-z_ 3. FASTENI ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS WITH(5) 10d x 1Y2'NAILS EACH END. r .I II a 'I ) 1 4. FASTENy"ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE NAIL n 'I i I �'�� 'r r I ; € COLLAR?TIES TO RAFTERS WITH(5).131'x 3 Y"NAILS. it 1 T' FASTE a i ,� I s 2x6POST 5. r s1 k w 1 # ) 131"x3 WALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) SCALE: *4"TOE-NAILS. 36=1'-0'(U.O.N.) AV RIDGE 6. ALL RIDS GES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER DO NOT SCALE THAN AibJOINING RAFTERS.(U.O.N_) THIS DRAWING 7. FASTENfIRgFTERS TO CEILING JOISTS WITH(4).131"x 3 y"NAILS. RELEASE DATE: OCr1912 f.° lh r 'I ; ig €I =` ;"I :��' , !? ;k� � ,r,,� � I � �I , � €", � � fL!RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) Al08.20-12 CMF 131'x 3*'TOENAILS. g REVISIONS: 9. FASTEN+ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 NOTE: TWISTSSTRAPS WITH(7)10d x 1 Y2"NAILS EACH END OF STRAP. €! IN LIEU OF THE SPECIFIED COLLAR TIES, MSTA24 STRAPS INSTALLED ACROSS THE $ 3 TOP OF THE RAFTERS CENTERED ON THE RIDGE a' ( l MAY BE USED.(5)0.148"x 3'NAILS(10d)SHALL BE DRAWN BY: DJM INSTALLED ON EACH SIDE(10 TOTAL PER STRAP) CHECKED BY: � [ �4 4 SHEET: II kql + I GENERAL fi AND PLAN SETT RIEDRAW USS CHANGES, ROOF FRAMING LAYOUT ¢ S-10 ff ! � N 2�� J V VI 'G N � � Y � I iP J A W l - -ATTACH TO DOUBLE PLATE 1 a 10'-1 a"TOP PLATE -` ' wJ SDS Y"x 3 Y2"SCREWS m PROVIDED WITH WALL(TYP) v a 0.0. .0. 0 . Lu 0 0 0 0 2x6 FULL LENGTH KING STUD o 0 0 0 0 0 0 0 J Lu Lu uj \ 00 00 - - - - _ --- - = 00 003 w � 8'-0"HDR. 0 0 0 0 0 0 0 0 '2 o w o O O O Oto (2)2X6 -(2)2X6 E4LLL1LLL181 r ° w w r� SIMPSON 0 0 0 0 HEADER HEADER 0 0 0 0 SIMPSON SSW 24x10 STEEL SSW 24x10 STEEL i t6 HH6_ U � STRONG WALL HH STRONG WALL HAINGER HANGER PDQ . . E 4 (2)2x6 2 2x6 0 0 0 oFULL HEIGHT FULL HEIGHT o 0 0 0 ij°`"°urarrrr fr,s °`*k� o 0 0 0 0 KING STUDS KING STUDS 0 0 0 0 o o $ LL R Z € O o ffi �rT'�� W • 'a ~ 0 0 0 0 0 0 0 0 u- 2x6 SPF#2 0 0 0 STUDS @ 16"O.C. 0 - - - 0 0 0 0 0 ww W ry� m W� OJ �m V 1 LL S Z 0'-0"FIN.FLR. N � N W .1 .. Z LL � � x t6 i � a — _ a d` SCALE: a � m DO NOT SCALE THIS DRAWING e � RELEASE DATE: t— 06-19-12 W REVISIONS: -1"0 SSWAB ANCHOF?BOLT , o 08-20-12 CME INSTALL USING TEMPLATE PER \-30"x 18"CONTINUOUS m MANUF.GUIDELINE°(TyP) FOOTING w((3)#5 w w DRAWN BY: DJM n DETAIL-SIMPSON STEEL STRONG WALL CHECKED BY: s .s © 'GENERAL REVISIONS,TRUSS CHANGES, SHEET: AND PLAN SET REDRAW S-1 1 � v I -BRICK VENEER WITH 1"AIRSPACE AND WALL TIES �� BRICK VENEER WITH 1"AIR (1)#5 CONT, o 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 �" i WEEP HOLES 33"0 C z f HEIGHT OF CURB VARIES(8" SILL PLATE e GROUT AIR SPACE BELOW FLASHING @ / CONCRETE SERB GROUT AIR SPACE BELOW g 6«MIN. / i MAX-) w CONCRETE SLABU. <* SILL FLASHING r^- �` GRADE % CONCRETE SLAB N = z PLATE `�\/\\/\\' E LL v \ :\\\\X CONCRETE SLAB \/\/\ _ O Q / GRADE--, \ .�,\\ w i(1)#5 CONT. ^00 GRADE `i YV/l /V , A�AWITH 8"CMU STEMWALL WITH{ }#4 48-O.C. <a n t? co � 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. `,, o o �A��A AND IN EACH CORNER. / 5\',,�V/� \!/ ,r VCM" FILL CELL SOLID AT EACH#4 REBAR. V\ AND IN EACH CORNER. o z r// / %i// / / HOOK REBAR 12"INTO UPPER COURSE w ►- V/ FILL CELL SOLID AT EACH#4 REBAR. ao /V • °� �Ay\� V VA VA`A d \/ •' • i/� ..� ,, OF BLOCKS AND 6"INTO FOOTING. `A��Ai�i G HOOK REBAR 12"INTO SLAB AND 6"INTO \��/ //\j�jj `\�``\ 1'-0" ONE STORY- 2 #5 CONT. Z t/3 w /j/j .�A V/�A/. % \! FOOTING. \�. \\jam///\ W w 6" 5" 1'-4" TWO STORY-(3)#5 CONT_ � � 1'-8" ONE STORY-(2)#5 CONT. Q ~ 1'-8" ONE STORY- 2 95 CONT. 1'-5"" ONE STORY- 3 #5 CONT- CONT. 1'-8" TWO STORY-(3)#5 CONT. 1'-9"" TWO STORY-(3)#5 CONT. ~ 55 H o A SECTION-STEMWALL WITH BRICK SECTION-;MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SIECTION-MONOLITHIC AT GARAGE ° z w M NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT VE4,���iti4� SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 0� ~ CONCRETE SLAB SILL PLATE CONCRETE SLAB SILL __ter _ ��;e A -• a � z PLATE CONCRETE SERB co GRADE- / \ V I CONCRETE SLAB - A/V� �--- /A//A//A� A �//��//AA/ GRADE- � / GRADEAS NOTEDA,- T' �. {1}IR)CONT. < \\\� / ✓ / /%\%\ \%\% fr nz EMENT F %/%\//� '8"CMU STEMWALL WITH{1)#4 @ 48 )c GRADE \\/\REINORCAS NOTED} ( �\ AND LN EACH CORNER. �;;\/\\ ,.: ./\�/ .////�, ` � / g u. n4 6i FILL CELL SOLID AT EACH#4 REBAR_ j\ o CMU STEMWALL WITH(1}#4 \\/\\j\/\ ;��\/ �i d W @48"O.C.AND IN EACH CORNER. /i\%\// /�/// Wui Z HOOK REBAR 12"INTO SLAB AND 6"INTO <�/� A'�A//' FILL CELL SOLID AT EACH#4 REBAR. FOOTING. /A//////// �ljv9 ,- 6" ONE STORY- 2 #5 CONT. HOOK REBAR 12"INTO SLAB AND 6" (AS NOTED) REINFORCEMENT{AS NOTED} O " INTO FOOTING. w ONE STORY- 2 #5 CONT. 1'4' TWO STORY-(3)#5 CONT. 1'-8" (2)#5 CONT. a''U a 1'-8" TUVO STORY-(3)#5 CONT. W o w B SECTION-STEMWALL SECTION-`MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECT-ION-PAD FOOTING AT PORCH THICKENED EDGE o SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ►-� Y a tLL BRICK VENEER WITH 1"AIR SPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAkIL R ON SHEET SD-2)** x AND WALL TIES / -CONT.FLASHING,PROVIDE WEEP HOLES STH D14 STRAP NAILED TO � / @ 33-O.C. BRICK VENEER WITH 1"AIR SPACE AND GARAGE DOOR POST. a __ / o / / WALL TIES -PA51 STRAP NAILED TO GARAGE L W o GROUT AIRSPACE BELOW FLASHING %�_ EMBED STRAP INTO FOOTING Z ~ DOOR POST.BEND STRAP INTO " (1)#5 CONT. r' CONT.FLASHING;PROVIDE WEEP r. 0FOOTING AS SHOWN. ,r J AS SHOWN. / _ / HOLES 33"O.C. o¢ a - -- o o x SILL PLATE- / "t @ v W z ¢ Y / =FILL JOINT WITH ELASTOMERIC "' 6"MIN. GROUT AIR SPACE BELOW FLASHING a a tr a JOINT FILLER m v¢i `` w LL ` = SILL f HEIGHT OF CURB VARIES(8"MAX.) _ LL 0 ✓--4--'-_ - o PLATE / ,-CONCRETE SLAB `"~ -#4 WITH 6"HOOK INTO FOOTING scALE: VA ' AND BENT 12"MINIMUM INTO �//// CONCRETE SLAB GRAD ` ¢ A DO NOT SCaLE GRADE-, \\ \\/�j.� �-�—� THICKENED EDGE THIS DRAWING /jVA -GRADE RELEASEDATE: 8"CMU STEMWALL WITH(1)#4 @ 48"O-C- o z // i/�i , 06-19-12 o \. AND IN EACH CORNER. co / • • p j/\� ` a _ 1 REVISIONS: FILL CELL SOLID AT EACH#4 REBAR. /GRADE \ \ \ \ �\\\�/\\•` HOOK REBAR 12"INTO UPPER COURSE OF BLOCKS AND 6"INTO FOOTING. \\\!\'\ \\ �\ \���j\\� -tea , \\/x ONE STORY- 3 #5 CONT. \ \ T-g^' TWO STORY-(3)#5 CONT- ONE �V�/� ONE STORY-(2)#5 CONT. 6 CONT. \,\,•\ 9 DRAWN BY: M CHECKED BY: SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-(MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETNIL-STHD14 INSTALLATION(MONOLITHIC) FSS SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET: SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT FOR ADDITIONAL REQUIREMENTS. FOR ADDITIONAL REQUIREMENTS. ENGINEER L L r _ —SHOWER AREA g. SHOWER AREA 2 MSTAM36-Z STRAPS 4 �--• — ? MONOLITHIC FOOTING _ _ �{ } 3l N NAIL EACH STRAP TO CRIPPLE STUD r WITH(13)10d COM NAILS -------- —8"CMU STEMWALL -3"MAXIMUM OVERHANG J �� FASTEN STRAP GOONCRETE SLAB / WALL WITH Y"x 2TO Ye""CONCRETE LL FOUNDATION 8 FORM EDGE �� o // (( >� PLAN VIEW PLAN VIEW =l s= SCREWS IN70 MASONRY OR I N 3 (8)Ya"x 1 X"CONCRETE 2- 0 Lu .VAAVAAVAA. SCREWS INTO CONCRETE. € m 0 �j�\/�\\�� < CONCRETE SCREWS SHALL BE t� \i//\\\//\(1)#5 CONT. POWERS"TAPPER"WITH PERMA-SEAL J z 6"MIN. �(1)#4 CONT. GRADE •` ���\\j/\\\\j> FINISH OR EQUAL- < X /\\/\\/\\ 8"CMU STEMWALL WITH(1)#4 @ N HEIGHT OF CURB VARIES ¢ 48"0 C AND IN EACH CORNER- ``—STRAP SHALL BE COVERED WITH WO Q / SILL— (1)#4 CONT. ,/ \j/\\j/j\ / SIDING OR STUCCO ~ SILL j i \ / o = \\,• \\/\\ 'FILL CELL SOLID AT EACH#4 \5\\\ g Z V) W PLATE —CONCRETE SLAB C� PLATE \ /�/ /. w / HEIGHT OF CURB VARIES{8"MAX.) \! + \\\\/ REBAR-HOOK REBAR 16"INTO = O 6"MIN.' \ \ VA VAf w// PORCH SLAB AND 6"INTO V.f�j/AA A� NOTE F: o GRADE-, // //\ //\�� FOOTING. /\/j� THIS DETAIL MAY BE SUBSTITUTED FOR _ CONCRETE \\ cl EITHER THE PA51 STRAP STEMWALL GRADE /\\j\\\/j/j / 6" 2 #5 CONT. OR (STEMWALL) E' 1'8" ( } ��sit� to cv THE STHD14 STRAP(MONOLITHIC). \ \ 8"CMU STEMWALL WITH 1 #4 48"O.C. - / V O @ q z AND IN EACH CORNER. f /VA"�VA/ vV/V� / %'' L SECTION-PORCH STEMWALL R DETAIL . EMBEDDED STRAP ALTEf ' FILL CELL SOLID AT EACH#4 REBAR. \ / y\% HOOK REBAR 12"INTO SLAB AND 6"INTO �///\\\ T\T\\` SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 -z! - fi \ FOOTING. �\��\\,, _�`` ENGINEER FOR ADDITIONAL REQUIREMENTS. 1 0" ONE STORY-(2)#5 CONT. 1'-8" ONE STORY-(2)#5 CONT. 1'-4" TWG STORY-(3)#5 CONT. NOTE: O � TWO STORY-{3)#5 CONT. SAW-CUT CONTRACTION,JOINTS 4p s w JOINTS(i.e.CONTROL JOINTS} � AS SOON AS THE CONCREETE HAS HARDENED ENOUGH %, 0.� 9 G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER MOTTO BE DAMAGED DuNING THE GUTTING PROGEss. -., ,� SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �CONCRETE SLAB (TYPICALLY 1-4 HOURS IN WARM WEATHER) °°1j0,ertssrnt Q+'t�, r W ENGINEER FOR ADDITIONAL REQUIREMENTS. i Zr-4 Z / \�\\j\\j\\ FILL CUT WITH . ~ Z z e , , 1"DEEP xY°WIDE SAW s ELASTOMERIC \ ' CUT AT DENOTED g Z p cn y v 1 #5 CONT. FILLER \ LOCATIONS- w u, z GRADE— /V�VA VA/\,�) \ % �_ CONCRETE SLAB �V .V//Vv\ 8"CMU STEMWALL WITH 1 #4 SILL —CONCRETE SLAB \/\y\//\ O @ PLATE /1/, \\,'48"O-C-AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 v aw REBAR-HOOK REBAR 16"INTO w a 0\/ \ \� vA \ �.vv PORCH SLAB AND6"INTO m� A ' > • / vv� _ GRAD C/ s i/%- v A \,\A\'� �/, /j//jam./ v,� FOOTING. / m z 6" CONCRETE SLAB _/ a �a 1'-8" {2)#5 CONT. 1'11" ONE STORY-(2)#5 GOVT. 1'-0" (1)#5 GENT W LL 1'8" TWO STORY-(3)#5 CONT. SECTION-INTERIOF,BEARING SECTION-THICKENED EDGE SECTION-PORCH STEMWALL WITH BRICK T SECTION TYPICAL SAW-CUT CONTROL JOINT H K SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 2 o s SD-2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. z45* � w � a BEARING POST(AS NOTED) —SCALE: CURB HEIGHT VARIES %�� CONCRETE SLAB —CONCRETE SLAB Y°=1'-0"(u.o.N.) SILL, /' / e DO NOT SCALE PLATE ,5 CONCRETE SLAB j THIS DRAWING �CURB HEIGHT VARIES RELEASE DATE: _-- ___ate _ - ! 06-19-12 / n Q \\\\ \-- ' -\ • REVISIONS: a AS NOTED REINFORCEMENT AS NOTED) 9" (1)#4 CONT. 1'4" ONE STORY A- 21#5 CONT- 9. DRAWN BY: 1'8" TWO STORY-(3)#5 CONT. DJM SECTION BEARING STEPDOWN SECTION-INTI=RIOR BEARING PAD FOOTING R SECTION-NON-BEARING STEPDOWN CHECKEDFss BY: J P SD-2 SHEET: SD-2 SD-2 SD-2 L J ROME REWOUND WENNER— DEALTCORMARE ROOF PRESSURE� dEMTE a;x NUT SHUT AN'WASHER } pEIIpµnlf XE FUNDS ALW TEDir g _ 1 0 WASTES WITH I- WP6N HOOTXHENDEDROD a e w PBON�R)M 6 MO THEN ON RW FUJI a s flsueiucuwnx $/ � Q < SEAT vnTH rDurwuxr wRu nr,T HH u.,,RNrs ® wTx� i W w OWN —GUESTS BOUND t RETINUES RATENSELENTER In U F, SEETTRUESS DEFINITION LS) j 2MISS ja $ DETAIL-THREADED ROD ASSEMBLY _ e +I . \_J OF SUITE MHURTHING EXPORTER I oN q y i� x Q: ii w . . l . � l i# AIL e � P� ART WITH I NUT WASHER iiw x�Ds�wxo��i u N � I IL RYOTHER) �� k ® 5 ly TA?RawSTURE TRUSS STRAIT NO 1YQ� WWF Gr RNG mxLps SHANK& E¢ FRAN FIFTH LOST g J0,51 ATI NEAR 1 7s PIN 0 EN�HNETTSIMILLSAL SEENOTIONVOREwe ETi '' t is �Tx.T eow Ns s:sxxE ROAD l a NO p Ro vvoN ao;wsnTRus6 U'NAI revmortrs W` O 5 � 1 � I . r �m�� Lq .E .T�HTRUSS �� f 3 1212. rRAM� u�UaH� THREADED SOL uPASSED w Ert AnnI�W.DL,.6Lm _ " _ it — � R �,� � � � n *T F curt 6 G G ON ISSUES MINOR 131F.2 STANDS� i .�s,� ,=US 0 ON �,LR. LE�E TL L6 _Y g EUGE I x elUEST , — asLn. r� - „e 6E,ra 6ON OUTSTANDING ;.� In 12 �.T THIS STEEL) THE En € iN6ETWALLq� Trow w,x °N W���wv> Ds°° I HEE<.WLn�ianxuT�EJEAD susurt HRHx�ER; e NITRATE)� °ES2DEC LIF Ul sSEFOUN�I�DE<WL - � ��6 .�� w. ' o x i �l � Ilh� SECTION TYPICAL EXTERIOR ONE STORY WALL MEET 6ECTIONIYPICAL EXTERIOR TWO STORY WALL ME SD-3 , �I p saLPurets¢un ��� ���� �xsRawENw.w xcsvu j IT l 1 x x NAKHR H �y1412 41911➢Y^ WrIS®irzV srusmEOTIyPGuI B�RD �y a 614 ]A60R2A0 FRAME WALL i OR w n �5 rcolwEaB¢O4Y1 L Dry Y 1 �.+ T RVANS LOLL HEIGHT BUBBLE S I� —MXIMUM UP G)AT BLOCKS IP LORD MARBLE F 1 I� L L WILD@1619UvdN•NMISIDWHpNAOER u� w 9I r �� AEDNENSLNGREQUIRBMEERNATALTERNATE NA ALL SAE STUD&THISTOENALTRUSISTOPLA � z VAL SPACE L u 'I, r' � , - 2X4 CUBAN rrwMNGEU¢xElawsnU B s R..,Twoxih OPOISn.6H' e OLD P 1 oaB¢ as EanMEO WALL — `ANLO®'� i QSECTION-TYPICAL OPEN WEB FLOOR TRUSS LTA./ SECTION TYPICAL FRAMING AT 90° CORN ERS „r�� i a_x IT Q _ W k 4 S TO TOR CHURN SOLD s m. L I III - -PASSE ORELWNENM1xc TED _ 1 � tifr S19 NOT PML6GABnNAcx —CONNEETORENOTEU IP6NU 1 \ �Wt � # f t ] /Z1 i VBB IFNONMF95EAFSENiUPLrtCoxxrgvABSNOTEDaIHORN, NAUSTmcaAT ISEENONNECTKWSGIEWIEI _TRUSSLWFLLI � 0,4 SEE "C"KING SIMNAlISAi FACH¢IDR 8A%ACNCSSERMLENGTHW f I .... L IixoraaoRTo AT wuL * i r 141 _ Acne TO STAR ADD G) ¢nrsYeTNENALS / }e z „yn I GYPSUMBONN . '� A TRusslnsxol�m / e FLUSsaoTrONC A_ q L,` IwRD ¢ooxxaaE*A�+wussrs j A p¢,2 Y.'RATES@@PIAIEWiH yPIN-5YPX2IXMIBIEPIATE1LLOLp 6l 'q I NALPaRPo�,X.G��,Ea fa>+ 0 13 IvaY.�xANHA�50G 1 i 1n1 �4#ERCH TRAMS➢WPLL &E PLATE - Y fly �M N6 PNTEDBHFATHING. � SE£WALIAYO ®1@OL.-4GN IS � (/�� PAPECURETHERNSTENARNOTED ON WALL HAyCLUTI¢WK Au ANSI r ]^y w SECTION EXTERIORWALL PERPENDICULARTO TRUSS SECTIONINTERIOR SHEARIW'ALL PERPENDICUTARTOTRU55 - - a V I �cI� 9EC90N ONLY�IIRPP¢E9 WNEHWNEH EFERENOEO vPSLM BONW - p N F REAOED RaDAssTMeLrHT xoreDl � `� N I � T anRsxvawuLtTxUTmISHA¢� ' � gU 1 pppppp NAIL FALH EIXDOF BLWYp(�IN�GiO ANGELES 1FU6XFATINOFA6[EHEB S R ga 1 � aTEDI ° imKNOB41w� xxB Y. a -IULTOTOPPI.ATEunTx momclwRos® L rz TREATEDsrPrssaLruTE WHIx A tR, oYNe SW60CA °"T KELLUM CLORD OFTRUss 013NSLS UC NNH FALLSe¢L SlvaN. �NAEs ® c.+�nx mcxslEAwlxarsxm�BE! TEPIgi iRAM[O WPLL MW 1((RATEDSHEAOTED A( 1 p Ir EXPIw'uu FANTERUNS wKu� 3 k Ip WALL 1AIYU 1 EDGES BLPBOHCAPDEPoNUrtgN ' I� SECTION-EXTERIOR WALL PARALLEL TO TRUSS H ALLPARALLELTO TRUSS K n SECTION-INTERIOR SHEAMW /1 SECTION-TYPICAL INTERIOR BEARING ANBIORSHEARWAL a' °^ THIS SECTION ONLY MPLHES WHEN REEERExcEo SD-4 . 0Hl . T Ux I INuTE�¢oHT I . . ,»RAE m�aXaM �,E,a ®GO C END x,o.ERPu � ycSOL T FLY OF XING AND PROK, �a� MINII RATING OF " r I IN w ° IN i . ON FACE A PLATE OR EXPORTER AGE SUPER POOR " I r ON EACH SIDES ,oxT `�� xoBLxAR ons sruoromnrnTE 1ro3Iix =7 PLAT A HI M SSEEMBLYA"i IN M T M _ f BL 6 OF AFTER IN LEND PLATE OF URA , D 14 1 P RDas, OREaoHENDTDDLOPT EDAEA, x� ao IK � g- sx xuA rx REENTERED RARE�G > �u"uanB �axl 1 u P g PC ISI i �E mE Pays XFgpER WILLING RE IPE4£Xi3 € UP 1 g@ A rry o u IXNALSPI UP €Wfr E ,�. wAme¢®sA, until ��TXPEEAxoASSEMORAT { I aT xmmsPnMxs ON PKAAPI OFT OUR T X E SEL FLAT 2P—TREATED OF SU PLATE W2 GO FOLY PER rsIN PE � r �F x E 0 kEXPERE 5T X .P ARAINTI TRENDS aPLAT_ m n BO a lm II v mREw® asses 1z MAx '" OWNE TROD 16 LVIL mxA mw+, iBUP,TuP�mPaE� siMPS %i6y HORoowuaEe — BLx mmnn 3o+ooxwMAu omABI =� rvl ° t D DETAIL L- NA z g 9 1 Lw� y m I r STa.RTRAP � I PLATE TORSI @OMPETEE W e � MAXIMUM API ruoxl MCTx IM iN m a PLY STRAPGROPLI ` II EaoERlasm�xPu,� USTEPSiwa g TIN ILSAL REACH € � ALLEN .�\ �Ery r'm+'rit A&ALL PLYwi kwcroervA� RoonasEuoTEIr ----------------------- uAssunwiv M �i _ __ TMueom � OJIGREBLre� li A`BE FEEL BLANK AN ARRANGED POR MINIMUM, Room Roo ASSEMBLY Mo WJGRFE9 12 Y 4 \ \\ S?DEAL PExErPlwxwio ANxLEASING NOT REQUIRED AT ANLAGE WONAL ROFEN TGPPOAf MEMBERS YTOFGL) NRi WEHNCS U011 IMO NOH) 8 4 X ( RHNAVCMV'l1EVCRUPiO 3' - - N1CHgt9OLT h5GE0UIRO """- pyC{pq OWTASPEONgm I { EATHWGMAX MUMPARTeowwTs.Aumxornv FLUSH HEADER CONDITION DROPPED HEADER CONDITION I am AIIACHMENTS PLATTE ANLYpREDINTO 2L { er I� 4 MBH lwfu,[An Th 0 DETAIL-TYPICAL ARCH TOP OPENING DETAILtUBIE PLATE STRAPPING OVER WIDE OPENINGS - TwBDETAEN Y L m6PmE NLYgEE E m - SSD-5 if I III 1I I 1A6TTxI,uAN ROW RAKINN (BRAG �N . . tNIL WSX BR9GEi09LNpX0 f xa0.B g 2 Fj ucHTEwi+moaw .mumssomTx N3 RATEOROOFRxFAwxG 600 NO 0 SOL JOH YRMES oOPwEATxxG T1, Islxnxs —xa AmuN ERROR TO e It IWROBS WIT,iaxx� a 1N ONM[HPL ERROR y 00 1 AND OF CONTINUOUS LATERK BRACING) ulY n ENONED NVJB N FACNrtY CY�TR SVP BRACE NRLEDiO � TYPICAL S NATO TRY IN TO 121ar�RACETO F ce�amwlREm _ P ,mTG,aNss E3 E VI TH(3)NAILS NS RRE6 ESTI ORA PO E M" p ' IeuBLEmuusHE xG.HAROwnNK� ,/ uoWyATLau B24cE�auwTm ( 0 I oa z_ 1 J Rm EIA EPt AWARD REAL SUFFERING ' a13ris NuuTGKPITO Ew GF ,*u EnCORr TP ssexGP 0 t 2 14 LAERANDCAG IN6iNL a s No �i FRAMED) F ` 6 iIC CE wix TO 14 i SHARE WILED TO EACH FLY GF TRUSS ,NNA xU,yOUSLUESSUBA: 2a HE EB IN tlll _ � IucETo F _ F 18 MS®6YG _ WEB WITH 4PNR.G®No 4 . 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