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PADS 53 Q4 0) w v I , o " z _0 LO TOTAL COVERAGE 3069 3 N11 �n I z Fri (0 T_0 LO15' REART 6545 0 N - - - - : , ; - - - - - o - INDEX TO DRAWINGS W O rn 0 PERCENT COVERED 470 1 D " D " 0IL COVERED PORCH D F_ 0 o� ARCHITECTURAL z w s I .... �, D " W >LLj Q � co I A- O N E COVER 5H EET * 51TE to 11- z � x6 colvc r� W 0 5 —1 3/4 2 STORY HOUSE UTILITY PAD �p a- J A-TWD FIR5T FLOOR PLAN N d L` V I ...... ...4_o I .. Z. 0 L—J C w_ I _ I ________________________ o o, -THREE SECOND FLOOR PLAN LOT 17 PARADISE PRESERVE I L...A I I 1 Q . r � O I I 1 4:;;� 1 - � .. V I % � " A5 RECOKDED IN PLAT BDDK 57, Q w cV ° I I 11 i GARAGE C PAGES 3 I 3 I A 3 1 B 3 1 C A- FOUR ROOF PLAN �. Q m �I o o a p D i I OF THE CURRENT PUBLIC RECORDS - _ � N D -------- -- , , A F I V E ELEVATIONS — r. z I --------------- OF DUVAL COUNTY, FLORI DA. rQ I i i co F- z m I I A-SIX ELEVATI O N S W O I O I I v Q 0Q J m o A- S EVE N FOUNDATION PLAN (fo- reference only - see structural) J 1 0 : . W A- E ILS HT � I FIDS-f FLOOR ELECTRIC > PIKOVIDE INLET FKOTECTION N i � 0 �::. I IF ANY FOR ALL INLETS 0 " I Fri _ 0 D " A N I E 5ECOND FLOOR ELECTRIC ��nn 0 If FR N U j I FRO�i-T PORCH - - —20 — O - - - - - - - I - - - D F- cn v t o 0 0 o CONC. .DRIVE 1 —I z 0 o A TE N W Q D WALL SECTION F F_ 00-) --: " ' 1 p D m _ (for, reference only see Structural �n 0 z D Z� ( z z N OT �' � : y ) N a o m _ � � b �, 1 D " I O m 3611 CO)� " Cn U� 1 .) ELECTRICAL WIRING PER NEC 2008 W W C 2.) ALL BRANCH CIRCUITS THAT 5UPPLY 125-VOLT, I Tl WALK Com- I SINGLE PHA5E, 1 5- AND 20-AMPERE OUTLETS 7. 5' J. E A. E A SE M E N T O LOT 1 7 00 1 m INSTALLED IN 6EDROOM5 SHALL 5E PROTECTED ATTR C I--I M E N T S F_ I I D BY AN ARC FAULT CIRCUIT-INTERRUPTER LISTED J � O � I� -� � TO PROVIDE PROTECTfON OF rF1E ENTIRE CIRCUIT. Yi mm Q ❑ ITEM 1 FORM 600C-01 -- --------- 3.) UNU5ED --r - - FLORIDA ENERGY EFFICIENCY CODE ❑ 77 . 00 ' n ITEM 2 5EALFD 5U RVEY 0 0 m � D W W Ln r CONC. SIDEWALK PER PARADISE PRESERVE -0 f= m � N N �m MATCh ADJACENT WALKS 0 '� m NOTES • V = ITEM 3 TRU55 ENGINEERING W = m �� W 1 ) OCCUPANCY CLA55 15 GROUP R-3 ITEM 4 STRUCTURAL ENGINEERING W �- 2) CONSTRUCTION TYPE 15 TYFE 55 it N .I o I 3 APPLICABLE CODE5 : PARADISELANE2010 FLORIDA BUILDING CODE, RE5IDENTIAL W o 0 --------------------------------------------------------------- 2008 NATIONAL ELECTRIC CODE --�.. _.:... ���._ ` � _ ---e------ 2010 FLORIDA FIRE PREVENTION CODE _ .. - . . � � � 0 Q 0 0 ( PRIVATE — VARIABLE WIDTH RIGHT OF WAY) p�> CURRENT ATLANTIC DEACf LAND DEVELOPMENT CODE F ILE COI -. y L w -i Q7 _ ,..._ _ ...�_ 0 /� M f �' ---I W f 00 Z 0 0 Z r- L i k 4 0 0 1 , I r - IL 0) O Q� � w n Qm� CID � 20'_2» 12'_10" 7'_10" 20'-8" z� 56 CC) 40 Va 36"X 72" 30172" 36"X 72" L �N H1H �0 a00 IV/ 1 .5» sill c0 0 m I Z O QNt 0 0 1/6" per foot N L Q) � 5�O E I / 04o LIVING ROOM Z w COVERED PORCH W wo Sw Z 3'-1 1' O W � 1L VERIFY HB — O — N a � IL m OUTSIDE a YJ ti++ STOPAGE SHOWER WATER �- — (0 ' 2 1 1 3'-6" L �`� EATE ATTIC I - U W 1 ea I 1 I 1 landing I CCE5J 11 Q A ii Q W BAR I I I L — J _riser � m ------------------------- I I I I I I , 3 X G16 \ Q O —� I -----------r- i 1 , 4 f J Ii I w � Qm Jz j� LV L I L I V U 1 O O �o N 36" X G2" 36" G2" 36" X 62" O _oo I O z ¢ Q) J io QN N _ m 00 o N 0� o x o m W MASTER\ BEDROOM Wi 4'-2" Z x 0 U)— W �� dLL v see rear elevation - - - - - - - - - - - - - - - - - - - - W USI W 2' 2 6 50 2'G f „ I i+ Q Q 3 10 I W - ff N ` r � $ — x N I OUTLINE OF GARAGE I m linen I I I d o FIR5T FLOOR BELOW I a / N LOFT •�- T x WALK N n r Z + N 1 IN I I x 4' M A5TE R O I CL05ET DOWN 19 BATH J r i z 21G 1 Q J xz POCK 0 O = i W Q 2'G -° x I ao I of f - N Ul BAT - J H 2 io POCK � I — � � °5' � l 10WERArCC0E5 � L — J m a I Z U U w � / o I o z U - M 26 26 N N I I N d 0 c� I z 0o �9 o I �9 m w m _ 21 1 000 I Z WALK So io IN BEDROOM 2 cLosET — — BEDROOM 3 0 I J J - - Li 21 POCK o WALK W W N IN L - 1 = 4 CLOSET 36" 62" window peat I' w+ndoW seat 3G" 62" O � N � W I 36" X 62" 36" 62" 36" 62'' I f 6ff f-2a f , ff , ff _ 3 -2 4 -6 00do F- r 4 3 O o I N El El o 0 � 6' 61-4" 6' LL 00 7f_4» 18'_4" 71_4" o------------- Q 33' W w J 0 Q W m 3 m Z Z Q 4 0 0 i IL I � I U �w Q JZ I 0 �-Q _00 - F o N OO) 4112 PITCH , i Z W V WO 9/12 PITCH 9/1 2 PITCH 0 IAS Z / �0 ILLL W 1 r-- W U)z W 60 it W is Qm I d 4112 PITCH I II p 5CE ELEVATIONS FOR VARYING PLATE HEIGHT5 I = v I I J z W / - ir rrnn ACCESS — — — — —�— / L — J 1 I o Q cm 9/I� PITCH 9112 f ITCH I � o Z N a 0 0 _ I I 5f ELEVATIONS ' ( FOR VARYING PLATE HEIGHTS y I I J I � Q L - - - - - - - - - - - - - - - - - - - - � Z Q o 0 J N W �- 9/1 2 PI H 9/ PITCH a W , I 1 ,-6„ _ T LLu I N ❑ ❑ ❑ o I ❑ ❑ 1:1to ,II , III L6" o J II U Q II I fA 0 i m 7 I z 1 I Z 0 0 0 (o m I((4 a ' L w� Ca 12 J z 0 19 Q 0 z �N O /1 0 -00 .... :................................................................................. ::------::::::: : ::: :::::::::: :: :::::: : : J }m _............... ............ co o :.:::.::.::.::::: .:. ::......::::::::::.: .......... z ............... ...... ... 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FOOTING O 1/8" per foot N SEE ENGINEERING -770 NOUN�QO4Jyl �4" CONC. SLAB W/ 12" WIDE X 20" DP.6X6 10/10 W.W.M. � MONOLITHIC w/AND OR FIBERMESH ON VISQUEEN (2) # 5'5 8" BLOCK FOUNDATION WWWALL – FILL CELLS PER ENGINEER W oo -7s < m6 SILL— QU .......... ..................... ........ ................... ----------------- ...... .. ............ CURB � z F8" 15LOCKABV. SLA13 W1 TYF . 8" ............... ............... j� � BELOW - FILL VERIFY PLUMBING I — — — — — — — — — r-- �� I I I AL C LL5 W1 I I Q LOCATIONS Lr J I I 5EE STRUCTURAL Q O FOR VERT. STLEL I I - � � I Z J OI - - - - - - - - - L_1_� -, I I I I I r ..... ........ ........ ................ C N ° (� ° r o Qs- F 0 0 I I I I I I I \THICKENED I _ w I I I SLABS PER ENGINEER © I I ( I 0 I I II ( d � I I II II N I I i I I II I i II II II I Z N I I III - - - - - - - - - - - - - - - — I I I S I I I II I J 00 �� - - - -- - - - - - - -° -t= — _� - - - - - - - - - - - J a SILL Z 2,_2„ 16'-4" 2'-2" o o I I o I N W LL I I _ 6 4 W '� 13 —4„ I I r 13� " '4 " ' a O N j n 12" WIDE X 20" DP. = Z 16'-6" MONOLITHIC W1 O W CONC. (2) # 5'5 I I i ) W L — —PEDISTAL- - - - - - - - - - - - - - - - - - -� - - _ - - _ - _ _d � _ _ _ _ _ _ _a _ _ _ _ .� _ _ _ I , o I .5" sill 0 " (� 0 5'-4" 5'-4" 5'-4" 5 —4 5 —4 „ Q1 ,-2„ , 2 W — 33' 7'-10" 20,-8„ W W U Q 61,-6„ N A FOUNDATION SURVEY SHALL BE PERFORMED W AND A COPY OF THE SURVEY SHALL BE ON SITE m FOR THE BUILDING INSPECTOR'S USE PRIOR j TO FRAMING INSPECTION. Z Z 0 ALL PROPERTY MARKERS SHALL BE EXPOSED AND I 3 A STRING STRETCHED FROM MARKER TO MARKER IL TO VERIFY REQUIRED SETBACKS. 0 0 I i I � LLQ} S Ui0 L _7�__ A m0) L E D G E N 0 PLUG r. J ZO 220 VOLT �cr) SWITCH V Q O R V RHEOSTAT SWITCH Q It IN -- Block..........Count - 3 WAY SWITCH C�� L 0 OPENER.......... O O 00 OPENER.........1 3 WAY RHEOSTAT SWITCH a I N FANURQ ........2 2 - - INCANDESCENT CEILING MOUNT }0) SMOKE..........3 m �N (V 3WAY...........11 RECESSED LIGHT WLITE..........5 Z EF.............1WALL MOUNT LIGHTCID Q N� R R flour 1x2......2 �0 C REH............5 FLOUR. CLOSET LIGHT 0 N� CABLE..........4 REC............12 220 .......2 SWITCH4' X 2' FLOUR. LIGHT W SWITCH.........17 CEIL AIR............1 FOUR TUBE UCFLOUR........3 1 P--- -1 FLOUR. UNDER COUNTER LIGHT 1..1 FAN LITE...........10 cLUG...........1 OPEN GARAGE DOOR OPENER z C R R PLUG...........38 D PENDENT........3FLOOD LIGHT W w Q �S SMOKE DETECTOR O W Q ® CARBON MONOXIDE DETECTOR '^ LL � W Pu, &* WATER PROOF PLUG W I N � R R EF EXHAUST FAN U W i I I I � Q — 101 Up I I I WATER — Q W \KLI I EATE CEIL af m M. I I atticQ VERIFY \ I I I WP light CEILING FAN / LIGHT I I I L — J FAN } QC)A b09- O C --- ----- — — Q PHONE Z I I I I I CABLE W 1 1 1 1 1 1Q R I I S — EF EXHAUST FAN & LIGHT O lite N I 0 I I I-� UNDER COUNTER FLOUR. R R R heat N L — 010 R A/C F_ 7 EF EXHAUST FAN, LIGHT, & HEATER W W lite A/C I o - - L- — w 4' X 1 ' FLOUR. LIGHT w COMP I I o 0 ( Y Q - - - - - - - - - - - o EF — 5a� 2' X 1' FLOUR. LIGHT H U - - - - - - - - - - - - - - Z R W K C I I i }) CHANDELIER 0 z S I I �`r -/ N a 0 j S 2' X 2' FLOUR. LIGHT FOUR TUBE v I I v ON NITS LIGHT I I CEI L I I I I TRACK LIGHT FAN L US I­T1 EXIT SIGN R dM � EMERGENCY LIGHT FIRE EXTINGUISHER W BILLIARD LIGHT I,I W y dM dM dM PENDENT �{, W A/C A/C COMPRESSOR a COMP O 00 j -" o I a a a a a o LL 0 0 N 0 T E S 0 N CO 1.) ELECTRICAL WIRING PER NEC 2008 0 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS j H INSTALLED IN BEDROOMS SHALL BE PROTECTED 0 Q BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED N 0 TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) HALO cans for sloped ceilings or equal. W m I 7 ' z � 0 � 0 z i 3 r IL 0 0 I � I I I(D L� 4 S U(D 1S1 L W lt L E D G E _0 O 3@ PLUG J�� 220 VOLT I Z0 J SWITCH RHEOSTAT SWITCH r�Q V O 3 WAY SWITCH F �N F- C L_ J 3 WAY RHEOSTAT SWITCH Block.......Count w 0 ----------------- INCANDESCENT CEILING MOUNT -0 O PHONE.......1 d N WLITE.......2 Ra RECESSED LIGHT }� 3WAY........4 J Q� R REH.........4 m +t� WALL MOUNT LIGHT �N \ � ' OTCH.. ..17 Z 0� SWI . CC) FAN.........3 ] FLOUR. CLOSET LIGHT Q NEF O LIT ........ LiTE........5 0 (NO) REC.........14 4' X 2' FLOUR. LIGHT CEIL PLUG........25 FOUR TUBE CABLE.......4 W flour2......2 FAN I- —� FLOUR. UNDER COUNTER LIGHT OPEN GARAGE DOOR OPENER �i � / FLOOD LIGHT Z W w W o R SMOKE DETECTOR CARBON MONOXIDE DETECTOR_77 — W 0 IY J - C R R @Ev WATER PROOF PLUG - - - - - - U' N S I F i EF EXHAUST FAN �J I ,� r - - - -, I W 0 W / R dov in I I I CEIL O Q CEILING FAN / LIGHT Q W mr FAN Q Q PHONE f- �_ C� CAB LE Z EXHAUST FAN & LIGHT lite Q W J t� I R F UNDER COUNTER FLOUR. � I heat — N I R I EF EXHAUST FAN, LIGHT, & HEATER lite N I attic I W W R — — — — — — I 4' X 1' FLOUR. LIGHT W O 5 I S I I 2' X 1' FLOUR. LIGHT 0 Ir I R I I < 0 R S I I CHANDELIER Z W Q QS_ O It s I I — 4 z 2' X 2' FLOUR. LIGHT N IL FOUR TUBE CEIL I CEIL V I NITE LIGHT FAN II C FAN TRACK LIGHT — li I C L — — — — — — - - - - - - - - - - - - - - - J EXIT EXIT SIGN EMERGENCY LIGHT „ Q} FIRE EXTINGUISHER N BILLIARD LIGHT W 0 P PENDENT W 9 F It A/C LL COMP A/C COMPRESSOR a W J � 0 T N 0 T E S LLN + - 0 (D U 1.) ELECTRICAL WIRING PER NEC 2008L 0 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, fnr SINGLE PHASE, 15- AND 20-AMPERE OUTLETS L!, INSTALLED IN BEDROOMS SHALL BE PROTECTED 0 BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. — W LL Q IW- 3.) HALO cons for sloped ceilings or equal. N li i m ZW Z 0If3 IL 0 0 I II r i 1 '. 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The scope of these plans is limited to the structural requirements of this project. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over o Residential, and the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, minimum 6 mil. polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with and flashing requirements are not addressed in these plans. 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, DESIGN CRITERIA: 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)that this work be performed in complying with ASTM C1116(u.o.n.). Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type Basic Wind Speed: 130 mph of construction and occupancy- 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and E Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated LL Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed. O W Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during = > Wind-Rome Debris: NOT located in the wind-borne debris region construction. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall bew N compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density O w LU a Unless otherwise noted, project site considerations shall be the responsibilibr of the 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 the bottom of the footing. z owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work- -r 0 N determination of grade elevations,drainage features,and special requirements 11. The following minimum concrete cover shall be provided for reinforcement: w w associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth E z F a piates,openings,sleeves, hangers, slab depressions,or other components as may be 2" Concrete exposed to earth or weather ,UJI J DESIGN DEAD LOADS: required to attach and accommodate other work. 1 '/2'Concrete not exposed to earth or weather o ,`at •.ti _ y x9 cc a.. 1•°1j9• Floors: 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 tl`tfbb#6ng t The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor where indicated otherwise. #4 bars: 21"minimum o covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #5 bars: 26"minimum a��; t ` ` _ 2 notified if the floor coverings differ from the noted assumptions 7- Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum shall contact the Engineer for clarification in cases of conflict between the structural Roofs: drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around comers or comer bars sj aCbb-.0sed. Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) Concrete or ClayTile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs, bolsters,etc., necessary to su0Ql; P esaM.{rt1sta Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall have N z 0 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel., F"o o DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are MASONRY: g t o Floors: specified in these plans. I W LU o Exterior Balconies: 40 psf F' IL COP k � w� General: f - .rn Exterior Decks: 40 psf CONCRETE: 1. All mason work shall be in accordance with Stairs: 40 psf(or 300 Ib point load) masonry L Garages: 60 psf(or 2000 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 W o All Other Areas: 40 psf Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete,"ACI 301. 530.1-08 o J M U- S Z E Attics: 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 f--I Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=2500psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8"to 11 LL With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fc=3000psi x With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Ty ie Amortar may u d in brick veneer_ U Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) it Less than 4:12 slope- 20 psf 4. The contractor shall be responsible for the design and install io f�jl flastiin 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) *4 ►i�•++��•+i z ( I Concrete Masonry(CMU): a Z m a S o x DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis,salts,organic ` W p m q a material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-068,Hol A4ZQng Walls: Concrete Masonry Units, normal weight,with a minimum con r a�iOeogth SCALE: Brittle Finish(wind load): 0240 6_ Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi)_ W E.0 A YDONOTsc0. Flexible Finish(wind load): 0120 structural drawings.All reinforcing details shall conform to"Details and Detailing of A p4 THIS DRAWING Floors: Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-splicE I in RELEASE DATE: drawings. minimum lengths: � M12-13 Live Load: 0480* 9 - g a E.O. REVISIONS: Total Load: L/240* #4 bars: 20"minimum O *Increased floor stiffness may be required by floor covering manufacturer 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"minimum W a shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: 30"minimum a Roofs: Materials,"RC1 117. Footing or slab edges maybe up to 1/2"inside of the sill plate- A W ` Live Load: Ll240 3. Grout all cells containing vertical reinforcement in 5'-0"maxi ft " W A tZ DRAWN BY: Total Load: 0180 U CMF 4. Provide cleanouts per ACI 530.1-08 in the bottom course of r a ry when the CHECKED BY: height exceeds 5'-0". FSS SHEET: 5. Beam reinforcement shall be continuous across control joint R S-1 L ® J I r Clay Masonry(Brick): 12. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW, DOOR AND SOFFIT PRESSURES: J 2-ply beams with(3)rows of 0.131"x3 1/4"nails @ 12"o.c. 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 Y4"nails @ 8"o.c.(each side) 1. All window, door and soffit assemblies shall be designed to withstand the design M Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/4"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's requirements. 2_ Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: vertical and 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 Specifications for Design and Fabrication and o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). a.Welded connections: AWS D1.1 N 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 & U. have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 "' 22 gage b 7/8"corrugated and fastened with 1 %"galvanized roofing nails. P P SOFFITS (pSf) > 9 9 Y 9 g 9 d.Structural steel tubing: ASTM A500 Adjustable or strand wire veneer ties shall be used at CMU walls. co 2. All structural steel connections and fabrications shall comply with AISC specifications. AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE(4) O w a 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for Pos Neg Pos Neg J UJ 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. = c windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 0 to 20 sf 24.7 -33.0 24.7 -26.8 w w the steel angle shall be attached to the wood framing with 3/8"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 20.1 to 50 sf 23.6 -30.7 23.6 -25.7 ��«, st�tai F- a O.C. shall not be used. 50.1 to 100 sf 22.2 -27.8 22.2 -24.2 100.1 to 200 Sf20.9 -25.7 20.9 -23. •• _ • a,t >,_ 200.1 to 500 sf 19.9 -23.4 19.9 -21 ••• WOOD FRAMING: 5. Bolts shall be installed to the snug-tight condition-u.o.n. E , Soffit Design Pressure 24.7 -33.0 24.7 - to s' eJV 1. All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 20.90 GCpi= t0.18 20 . (NDS)for wood construction,"2005 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". e �� `Q � Y WJZY 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 •6�i w •r shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. .,J ,• �,.• 3. If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restore final finish. " `Z W hot-dipped 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: $ 'z o �o 4_ Prefabricated wood trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the structural drawings shall be a N LLMetal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." manufactured by Simpson Strong-Tie or Engineer approved equal. wQ �_ 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM - F1554, Grade 36. TYPICAL EDGE STRIP(5) W W 6. The Truss Manufacturer shall submit shop drawings and design notes with a a=4.4' a registered Engineer'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 m capacity of the truss to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized perX o trusses utilizing the connector system proposed.The contractor shall approve ASTM A153,Class C, or ASTM B695,Class 50. TYPICAL INTERIOR ZONE(4) =Z fabrication and installation drawings showing size, shape and layout. �� iz 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson ::••••• LL 7. Jobsite handlingand erection, including temporary bracing,during installation of x 9 P rY 9� g� Strong-Tie(with Florida Product Approval)and installed according to the •� d � trusses shall comply with TPI/WTCA SCSI 1. manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. n 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened Z ....... W to their supporting walls or beams with metal connectors as noted in the Truss � PP 9 ROOF COVERING: Connection Schedule. g o 1. The contractor shall be responsible for the design and installation of the roof covering a 9. All gable ends shall be balloon framed or braced in accordance with the applicable system. - detail as shown in the structural drawings. SCALE: 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the I V=V-0'(U.O.N.) 10. Guardrails, handrails,and guard in-fill components(Balusters and Panel Fillers)shall manufacturer's requirements. niisoRnwNc be provided by others. RELEASE DATE: 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation 09-12-13 11. Engineered lumber LVL, Parallam or LSL shall meet the following minimum material REVISIONS: g { ) g Manual,"and the manufacturer's requirements. specifications: g - LVL or Parallam LSL 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according .1 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 psi Fc=800 psi 5. The contractor shall be res nsible for the desi n and installation of all metal flashin L DRAWN BY: 9 g Southern Yellow Pine member design incorporates design values for all sizes and CMF Fv=285 psi Fv=310 psiand valley material_ grades of visually graded Southern Pine dimension lumber per"Supplement No.13 to 1 CHECKED BY: the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the diFSS Southern Pine Inspection Bureau(SPIB). SHEET: S-2 Ir ' I n J � g II 1-6" 20'-2" 11'-10" T-10" 20'-8" W clg W 1_x-SILL 24"x 24"x 2"PAD FOOTING WITH(2)#5 EACH WAY(TYP.) j 0 W0- 0- 19 Juj OR g I K EE DETA L"E"ON SD-1 Q 0 c SD-2 SD-1 o Y SD-2 " Z W a - I e!`j4e{`liltill{i94! ?FF` _ J V i lT'>• W w r- a 4"CONCRETE SLAB WITH I Til" 3'-11" F4' x ` dl 6x6W1.4x1.4WWF OR � � ;(p FIBERMESH OVER 6 MIL �p -„ VAPOR BARRIER COVERINGCo eo I �- -� I CLEAN,COMPACT,TREATED FILL. �' . I 4 I I 0 I I N ClN 0, L Z O O I I I I N �—`� z w N e H I I `,' I I �� I I g �o o� D-1 SD-2 to —J v I I w s Z N 3 Q F N 6'-4" I 13'-0" m o I I I I SD-1 P4 U a _o N o I IyNOTE: I I w o I I D /' CONTI UOUS FOOTINGI I =Z Y `r I I SD-1 ACRO S G RAGE >a H I I r, o —— / I DOOR OPE ING SD-2 I I I I m —--! CJ=SUGGESTED CONTROL JOINTS W LOCATIONS(SEE DETAIL"T"ON SD-2) 9 N '-2 _ m d =DENOTES TWO STORY z a w w b 6 OEM FOOTING CONDITION $ j J B 0 R 16'6" 16'-6" a o # o N I I �_ SPECIAL EMBEDDED STRAPS o � `D `" REQUIRED AT"NARROW WALLS". 7 CONTRACTOR SHALL VERIFY ALL DIMENSIONS — SEE DETAIL"A"ON SHEET SD-8. USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. SCALE: a )"-P-0"(U.O.N) DO NOT SCALE 24"x 24"x 12"PAD FOOTING-/ 1 "SILL THISDRAWING DATE: ( 5,-4" 5'-4" 5'-4" 5'4" 5'4" 09-12-13 WITH(2)#5 EACH WAY TYP.) REVISIONS: SEE DETAIL"E"ON SD-1 8" 30'-8" T-10" 20'-8" 2 DRAWN BY: CMF CHECKED BY: SFSS SHEET: FOUNDATION PLAN o C_3 J I I r NOTES: W 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 y STUDS @ 16-O.C.FOR PLATE HEIGHT UP TO 10'1 Y"-U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Ya"-U.O.N. E O CONT. 3 SPANS s 0 (2)2x6 HEADER E 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING) U.Q.N. H SD-7 NOTE: NOTIFY ENGINEER OF ANY VARIATIONS. _ _Lw_L 1J 2K _ �W — — _ _ — — REAR POST SHALL BE > (2)2x12 PORCH BEAM TREATED 4x4 POST ON ti w ABU44-Z POST BASE. N 2)JACKSS III F— w STRAP POST TO EACH BEAM $ :) 0 w MIN. III ABOVE WITH H6-Z CLIP. O W a III SEE DETAIL"F"ON SHEET SD-7 Q O o NOTE: J = w Lu THIS OPEN PORCH CEILING REQUIRES A neeee�e`'°a'a""' rrrr'J a MINIMUM/e"SHEATHING.FASTEN WITH a w "' SII 6d COM OR BOX NAILS AT 6"O.C.ON EDGES all AND 12"O-C.IN THE FIELD. 4 N N N III ,y c') •`f e l � ti ''1�%' a. : III E Np SD 7 , - - -SW3 a j(2)2x6 BUILT-UP —.0? q POST(MIN.)ALIGNEDLL : : : :•� �S V m .,. wl POST ABOVE "• (3)2x4 BUILT-UP-' SHEARWALL LEGEND: t5 cwr POST(MIN.) NON-BEARING WALL $ Z SOLI �r' H o Z:,, 2)2x6 BUILT-UP CORNER O = BEARING WALL g Z a o w POST(MIN.)ALIGNED 2:2x10 HEADER �`n w w/POST ABOVE :::. .... : —SW 6_ W a F_2J' 1K O = SHEARWALLS FASTENED WITH e 2 8d COM(0.131"x 2YY)NAILS @ 6"O.C.ON EDGES AND 12"O.C. v a 1 ON INTERMEDIATE SUPPORTS. W o W (727 y"LVL a m� 1K (2)2x12 HEADER '% J Coa� 2 2 2J 1 K SW-3 ¢ Y i W J FT02 ICONTINUOUS HEADER O = SHEARWALLS FASTENED WITH III III '' 7co �L .1 8d COM(0.131"x 2 Yz"}NAILS @ 3"O.C.ON EDGES AND 12"O.C. LL N (2)2x12 HEADER ON INTERMEDIATE SUPPORTS. _ I CONSTRUCT USING APA NARROW WALL SBS SHEATH BOTH SIDES OF WALL € Z METHOD WITH HEADER CONTINUOUS ACROSS AT INDICATED SHEARWALL E W-3 S -3 S 3q7��WERETURNWALLS(SEE DETAIL"A"ON SD-8) q .(2)2x6 BUILT-UP 2)2x6 BUILT-U - NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N.POST(MIN.) POST(MIN.) NOTE: III (2)2x12 PORCH III NOTE: INSTALL SOLID BLOCKING WOOD FRAMED HEADER LEGEND: SCALE: EAM(TYPICA BETWEEN FLOORS AT Y =1'-0'(U.o.N.) EACH FRONT POST SHALL BE SIZE TREATED 4x4 POST ON UPPER POST LOCATIONS DO NOT SCALE OF HEADER THIS DRAWING ABU44-Z POST BASE. RELEASE DATE: STRAP POST TO EACH BEAM 2 2x_HEADER $ 09-12-13 ABOVE WITH H6-Z CLIP. GARAGE DOOR NOTES K REVISIONS: SEE DETAIL"F"ON SHEET SD-7 1. INSTALL(1j MSTA30 STRAP AT EACH END QUANTITY QUANTITY _ NOTE: OF GARAGE DOOR HEADER.NAIL STRAP OF JACKS OF KING STUDS THIS OPEN PORCH CEILING REQUIRES A INTO HEADER AND JACKS BELOW. MINIMUM Y8"SHEATHING.FASTEN WITH = 6d COM OR BOX NAILS AT 6"O.C.ON EDGES 2. 16'GARAGE DOOR SHALL BE RATED FOR A NOTE: DRAWN BY: AND 12"O.C.IN THE FIELD. MINIMUM DESIGN PRESSURE OF 23.0 psf± ALL WOOD FRAMED LOAD BEARING HEADERS r CMF CHECKED BY: SHALL BE MINIMUM(2)2x6 No.2OR BETTER SYP.INSTALL MINIMUM(1)JACK AND SHEET: WALL LAYOUT-FIRST FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) o S-4 i R I J L NOTES: o C 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16-O.C.FOR PLATE HEIGHT UP TO 9'-1 Ye"-U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 Op SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y"-U.O.N. E CONT. 3 SPANS Q U. 2)2x6 HEADER 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. Z _ SW 3 _ 1J 2K — SW 3 _ U W N w �(2)JACKS F- w oma. p W a } 2 N z J p o QN ( \.. It17 W Lu (2)JACKS MIN. z W III N 0 •:"" ��"" � �. co 2)•2xQ-(2) -UP it- sun CONT_ 3 SPANS POST(MIN.) (2)2x6 HEADER III � A2)1%"x 9Y"LVL;; (3)2x6 BURT-UP SHEARWALL LEGEND: W "f'=•,,,s ,otet4`°�, Z III DROPPED HEADER (2)JACKS- A POST:(MIN.) o MIN. I!® � �� � 7� • """""' - NON-BEARING WALL ' '' III • [\\�2) ........... = x (2}2z6 BUILT-UP 2x6 BUILUP t _ cZ, POST(M1N:) :: POST(MIN.): O BEARING WALL o o o :: ._.. SW-6_ W a ......... O = SHEARWALLS FASTENED WITH 0 LL 8d COM(0.131'x2 27)NAILS @ 6"O.C.ON EDGES AND 12"O.C. -8 Q'i v wa c ON INTERMEDIATE SUPPORTS. W o .. ............ ': 0mm m J M LL y W SO = SHEARWALLS FASTENED WITH • M 8d COM(0.131"x 2 Y")NAILS @ xi .; 3"O.C.ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SHEATH BOTH SIDES OF WALL p Z W 3 SW AT INDICATED SHEARWALL g (2)2x6 BUILT 2)2x6 BUILT-UP 53 m o POST(MIN.) SW_3SW-3 POST(MIN.) NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N. ¢ a F I-- WOOD FRAMED HEADER LEGEND: SCALE: El El El El EllSIZE r X=V-0"(U.O.N.) DO NOT SCALE OF HEADER THIS DRAWING RELEASE DATE- 2 2x_HEADER 0312-13 J KREVISIONS: li g - QUANTITY QUANTITY € OF JACKS OF KING STUDS w - NOTE: DRAWN BY: ALL WOOD FRAMED LOAD BEARING HEADERS CMF CHECKED BY: SHALL BE MINIMUM(2)2X6 NO.2 OR BETTER s SYP.INSTALL MINIMUM(1)JACK AND SHEET: WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) o —5 L J r � 7 w I o , � o o HTT5 E LL HOLDOWN SD-7 NOTE: t` REAR POST SHALL BE w ? TREATED 4x4 POST ON III ABU44-Z POST BASE. N III STRAP POST TO EACH BEAM p w ABOVE WITH H6-Z CLIP. @ a w a III SEE DETAIL"F"ON SHEET SD-7 0 ui HOEDOWN 0 II o $ Q = IIIa Lu Off ' III III ° HOLDOWN E RODS @ 6'O.C.MAX U% g HTT5 HOEDOWN.. SD-7 m LL LLd HTT5- 044 HOLDOWN c t a °- NOLDQWN • ............................................... . Its rir �, �t1 DTT2-Z HOLDOWN AT SILL o 3 W TT TT5 ¢ z co HOEDOWN HOLDOWN Zi o W~ Q a � HTT5 HOLDOWN HOLDOWN W v N HTT5 o HOLDOWN LL = >Q_ ' � III III 0 tLLi ��"71 III ••• � x THREADED ROD LEGEND: HTT5-- II TT5 ONSTRUCT USING APA NARROW WALL a N HOLDOWN = HOEDOWN METHOD WITH HEADER CONTINUOUS ACROSS • _ /s"THREADED ROD FROM z LL E RETURN WALLS(SEE DETAIL"A"ON SD-8) FOUNDATION TO DOUBLE PLATE. SD-7 III III E (4"MINIMUM EMBEDMENT REQUIRED) a o III TT5 HTT5 II SD 7 O = s"THREADED ROD FROM a LL III HOLDOWN HOLDOWN III FOUNDATION TO UPPER EACH FRONT POST SHALL BE FLOOR DOUBLE PLATE. SCALE: — — — (4"MINIMUM EMBEDMENT REQUIRED) )v=1'-0'(U.O.N.) TREATED 44 POST ON m DO NOT SCALE '.. THIS DRAWING ABU44-Z POST BASE_ o = HOLDOWN(AS NOTED) RELEASE DATE: STRAP POST TO EACH BEAM INSTALLED AT SILL PLATE 09-12-13 ABOVE WITH H6-Z CLIP. REVISIONS- SEE ISIONS-SEE DETAIL"F"ON SHEET SD-7 p = HOLDOWN(AS NOTED)INSTALLED 9 _ AT SILL PLATE.COUPLE MINIMUM Y2"0 GARAGE DOOR NOTES ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. 1. INSTALL U MSTA30 STRAP AT EACH END = OF GARAGE DOOR HEADER.NAIL STRAP p = HOLDOWN(AS NOTED)INSTALLED DRAWN BY: INTO HEADER AND JACKS BELOW. CMF AT SILL PLATE.COUPLE MINIMUM Y"O' CHECKED BY: ROD TO HOLDOWN ANCHOR AND CONTINUE TO UPPER FLOOR SHEET: THREADED ROD LAYOUT-FIRST FLOOR DOUBLE PLATE ABOVE_ S-6 i I r 0 0 U. z z 0 vi > — W Li cn N UJd SD_5 � = o I d i'y ! CS16 BETWEEN FLOORS ALIGNED w/HOLDOWNS BELOWa w '"j t _$off w _ III CS16 BETWEEN ' w FLOORS `'°rrrr3�t,„ 1smree� c� SSP TOP&BOTTOM @ 32"0.0.-------' �� i`1 0 —o AND Ya"x 4 y"SDS SCREWS _za THROUGH SHOE PLATE INTO o o N EACH NTERSECTING FLOOR - N TRUSS BELOW _ W U z :: .............................. zN7 M^ w I' :........... : � w 0 m . ..... ......... p x z a x LL ADDITIONAL CS16 ADDITIONAL CS16 BETWEEN FLOORS BETWEEN FLOORS ALIGNED wl HOLDOWNS :: ALIGNED w/HOLDOWNS BELOW BELOW ` THREADED ROD LEGEND: 5 m @ ^ C • _ Ye"THREADED ROD FROM w FOUNDATION TO DOUBLE PLATE. w y m J ?h (4"MINIMUM EMBEDMENT REQUIRED) n Z Y LL w O = "THREADED ROD FROM W ADDITIONAL CS16 STRAP FOUNDATION TO UPPER TO RIM BOARD BELOW FLOOR DOUBLE PLATE. � scALE: OF - (4"MINIMUM EMBEDMENT REQUIRED) $ 3b"=N- E uJ a DO NOTT SCALE = HOLDOWN AS NOTED THIS DRAWING C3 SSP TOP&BOTTOM @ 32"O.C. ( ) RELEASE DATE: INSTALLED AT SILL PLATE AND Y"x 4l4"SDS SCREWS g REVISII �s Ns: THROUGH SHOE PLATE INTO .2 EACH INTERSECTING FLOOR = HOEDOWN(AS NOTED)INSTALLED TRUSS BELOW AT SILL PLATE.COUPLE MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND - CONTINUE TO DOUBLE PLATE ABOVE. p = HOLDOWN(AS NOTED)INSTALLED DRAWN BY: CMF AT SILL PLATE.COUPLE MINIMUM Yz"0 CHECKED BY: ROD TO HOLDOWN ANCHOR AND FSS CONTINUE TO UPPER FLOOR SHEET: THREADED ROD LAYOUT-SECOND FLOOR DOUBLE PLATE ABOVE. o -7 J L ' s ui — — — — — — —E03 w J N s y W 0- F03 D02 N 2 UJI 2x8 LEDGER wl It (5)0.131"x 3& '.9H a NAILS @ 24"O.C. a (EACH INTERSECTINGS�,���;"r''rttitlr' 'Fts z W w F03VERTICAL TRUSS ENDS) ` = ' ,; & III ,4� " t III " P t DO cn TRUSS CONNECTORSF03 DO t' z TRUSS ID LEFT INTERMEDIATE RICI F03 Q04 FT03 HANGER HT�2' ,a `-_, # t- u� ALL TRUSSES(ROOF) HS OR H8 OR H8> a j O v " F05 SDWC 1560 SDWC 1560 SDWC 60 . ,` E NOTE: 1)ALL TRUSS CONNECTORS ARE BASED ON 0 UPLIFTS COMPUTED BY ENGINEER OF RECORD. FOS CO2 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS Z �'z SHALL BE DISREGARDED. ~FOR z W i$ � z � FOR 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM 4 o �� SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. W a D CO2DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR - � LL • ••• APPROVAL BY THE ENGINEER OF RECORD AND THEFOR p CONTRACTOR. sCol Wo �� FOR 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED o J AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIORIE Col =z APPROVAL OF THE ENGINEER OF RECORD.col ►••� }a LL F 4) SEE SHEET SD-7A FOR INSTALLATION DETAILS x W III WHEN USING SDWC 15600 SCREW N LL LL LL LL LL LL LL LL LL HTS24 A H S24 AT G RDE IRD R -> Z 53 d LL 2x6 LEDGER w/ 2x6 LEDGER w/ (4)0.131"x 3 (4)0.131"x 3 Y" SCALE: LL O.C. I NAILS @ 24"O.C_ 3q=11-0"(U.o.N.) NAILS @ 24" (EACHINTERSECT = — — — — — _ _ (EACH INTERSECTING THIS DCALE VERTICAL TRUSS ENDS) VERTICAL TRUSS ENDS) " THIS DRAAWING RELEASE DATE: 09-12-13 2x6 LEDGER w/ REVISIONS: (4)0.131"x3Y" I NAILS @ 24"O.C. (EACH INTERSECTING VERTICAL TRUSS ENDS) 9 DRAWN BY: CMF CHECKED BY: 5FSS SHEET: LOWER TRUSS LAYOUT R S-8 J r J I LL d E � g TRUSS CONNECTORS All TRUSS ID LEFT INTERMEDIATE RIGHT g Li O Ix A03 ui HANGER HTS24 H8 OR G# QJ W rn SDWC 1560 LL Ix A08 H8 OR HTS24 HTS24 W CL w SDWC 1560 O B02 HTS24 HTS24 = o ALL OTHER TRUSSES H8 OR H8 OR H8 OR 4 a Lu H SDWC 1560 SDWC 1560 SDWC 1560 "`,`�`d�,�,e1za1E1elN a J ti W w r NOTE: `b``Le�v suoaw J, d 1)ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORDA05 . .� 'tk. Z UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS d % �= a SHALL BE DISREGARDED. — M z _ W r� ADE 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM �g LL SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. 711 A07 : DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR HTS24 AT APPROVAL BY THE ENGINEER OF RECORD AND THE f%, _.� E TRUSS H S24.A CONTRACTOR. ,>f �'y z �`� 'Q� w T USS ;gf!lfitiiESl �N Z 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED Z o z Z AS LISTED.DO NOT SUBSTITUTE = O 0 • TOTE WITHOUT PRIOR H W z II H 624 AT � :.: APPROVAL OF THE ENGINEER OF RECORD U' ¢ (D USS g LL N 4) SEE SHEET SDJA FOR INSTALLATION DETAILS W F Z WHEN USING SDWC 15600 SCREW 4 2 ... .... .... .... ... .. ... ... . ... ..... ... .. .. .... . H LU lc�D� U)CD 3 Y W a F F SD-6 SD-6 LL= x I now On gOVERFRAME W/2x6 RAFTERS @ 24"O.C. j AND 2x8 RIDGES N o A v a -HTS24 AT HTS AT TRUSS TRUSS NOTE: ROOF SHEATHING BRACE OVERFRAMING TO TRUSSES OR SCALE: RAFTERS AS REQUIRED TO MAINTAIN E Ye"-V-0°(LI.O.N.) L] ❑ ❑ ❑ ❑ MA%IM1Mi ff-0'SPANS. DO NOT SCALE THIS DRAWING (A)13rx3� 26OVERFRAMINO RELEASE DATE: TOENAILS(TYP),I 0912-13 ✓ REVISIONS: SIMPSON H3 CLIP — No 2x8 t SYP NAILED W —�""�—vTOTRUSS CHORD W (5).131'x 3r NAILS _...TRUSS TOP CHORD OR RAFIER ? DRAWN BY: g€g CMF S CHECKED BY: A SECTION-TYPICAL OVERFRAMING AT EXISTING ROOF di FSS S-9 SHEET: qp� UPPER ROOF LAYOUT = S_9 I w gJ BRICK VENEER WITH V AIR SPACE BRICK VENEER WITH 1"AIR AND WALL TIES (1)#5 CONT. SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE CONT.FLASHING;PROVIDE WEEP HOLES xz_CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N HEIGHT OF CURB VARIES(8- @ 33"0.C. CONCRETE SLAB z GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33"O.C. 00 6"MIN. MAX-) SILL PLATE GROUT AIR SPACE BELOW00 CONCRETE SLAB --$ GRADE CONCRETE SLAB � N N SILL FLASHING LL PLATE CONCRETE SLAB GRAdE- \ \ \ r /(1)#5 CONT. ao \ %\\/�/%/\ z J GRADE \ \\/�\\/\\\` - 8"CMU STEMWALL WITH(1)#4 @ 48 -C. N _ Lu \/ / � / � /////.�AND IN EACH CORNER. 8"CMU STEMWALL WITH(1}#4 @ 48"0-C. -� �co FILL CELL SOLID AT EACH#4 REBAR. ' / /\//////\/\//.`/ LLu -' Lu AND IN EACH CORNER. o z icy\ / HOOK REBAR 12"INTO UPPER COURSEuj FILL CELL SOLID AT EACH#4 REBAR. \�j • • y\\j\\j //\ \/\//,! ce OF BLOCKS AND 6"INTO FOOTING. N / �/ / 1'0" ONE STORY- 2 #5 CONT. Z o. //` fi'\'`�\ 1�^ TWO STORY (2)#5 CONT. 0 Lu HOOK REBAR 12"INTO SLAB AND 6"INTO j /% FOOTING. 5„ 1' 6" 8" ONE STORY-(2)#5 CONT. 1'8" ONE STORY 2 #5 CONT. ONE STORY 3 #5 CONT. 1'-8^ TWO STORY-(3)#5 CONT. N Q 1'-8" TWO STORY-(3)#5 GONT. 1'-9" TWO STORY (3)#5 CONT. A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"EM CONTACT SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. s C r CONCRETE SLAB a U'? a- SILL PLATE j Z m6 c CONCRETE SLAB `�'- SILL - ✓ Z ✓p PLATE CONCRETE SLAB �/�/�/\//////////// f ! GRAD \ \\ �\ CONCRETE SLAB 's..} t \ \ \ \\j/\ \\\ \j/\\j/\\j/\ GRADE- " z c� GRADE, F Z 7-- GRAD (1)#5 CONT. CONT. \'8"CMU STEMWALL WITH(1)#4 @48"0 .C. z y�\�\\� a /i\/ //\\ ADD 8"x 16"CMU TO INSIDE OF / LL o / n S2 %AND IN EACH CORNER. ��\\/�\\/ . r `%\\%/�\i` 4'�o i\//j /i\�///% STEMWALL AT POST LOCATION \,�\/\\/\\/\\ \j\\j\\j\\/ r,W = //// ij/ /. \\\ • \\\\ ti/ /\/ / /i- IF W FILL CELL SOLID AT EACH#4 REBAR. �,/// /// //\//\/, \� WITH(1)#4 VERTICAL IN EACH HOOK REBAR 12"INTO SLAB AND 6"INTO \\\ � //// ///// ////// ' FOOTING. \/� \� �ij�/:/\ (AS NOTED) REINFORCEMENT(AS NOTED) w W 6" 1'_p^ ONE STORY-(2)#5 CONT. REINFORCEMENT(AS NOTED) 1'-8" ONE STORY- 2 #5 CONT. 1'4" TWO STORY (2)#5 CONT. AS NOTED W� Q M 1$^ TWO STORY-(3)#5 CONT. SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICKENED EDGE L�1 m SECTION-STEMWALL SECTION-MONOLITHIC E =z e S0.1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT Y a SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2) BRICK VENEER WITH 1"AIR SPACE AND WALL TIES STHD14 STRAP NAILED TO / CONT.FLASHING;PROVIDE WEEP HOLES _ GARAGE DOOR POST. 33 O.C. BRICK VENEER WITH AIR SPACE AND PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING W 1" co ROUT AIRSPACE BELOW FLASHING % WALL TIES F- DOOR POST.BEND STRAP INTO — AS SHOWN. / 4z to ` z (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP u FOOTING AS SHOWN. ¢ N o HOLES @ 33"O.C. Z a < A SILL PLATE FILL JOINT WITH ELASTOMERIC N 6"MIN. GROUT AIR SPACE BELOW FLASHING Of `f' �u- JOINT FILLER w LL z �- cn SILL HEIGHT OF CURB VARIES(B-MAX) z O SCALE: --- o PLATE v #4 WITH 6"HOOK INTO FOOTING E X"=V-0"(U.O.N.) CONCRETE SLAB ? — Lu — — — AND BENT 12"MINIMUM INTO ¢ a THIDOSNOT DRAWING THICKENED EDGE. EASEDTE: GRAD \CONCRETE SLAB GRAD RELEASE DATE: \ \/ / M GRADE I I IONS:13 REVISIONS: 8"CMU STEMWALL WITH(1)#4 @ 48"0.C. o z AND IN EACH CORNER. co \/\\j °• �'S��` _' — — — — - a \ \ \ \\ CELL SOLID AT EACH#4 REBAR. "�i /j�/jam �ijx�/%� \� /j//%/% HOOK REBAR 12"INTO UPPER COURSE 5^ /i\/r\\/\/\:/i\\ ~�\�/i d - _ \\// \/\\/\\/\\ OF BLOCKS AND 6"INTO FOOTING. 1'-5" ONE STORY- 3 45 CONT. \ \,\ \ \ \ \ \ \ \ \ \' \\Xxx\ \/\\/\\/\\\\ \\\\\\\\\\ \\//\\ 1'-9" TWO STORY (3)#5 CONT. �\,\�\\\\/\\/\\/\\f\\/ i',./i/i./ DRAWN BY: V-8" ONE STORY-(2)#5 CONT. 6"\M1�1' //\!�\i�`\/�/f• CMF p_g^ TWO STORY-(3)#5 CONT. CHECKED BY: DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET: SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F S - J 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. L r ROOF COVERING(BY OTHERS) g K ROOF TRUSSES CORNICE DETAIL DOUBLE PLATE ' (BY OTHERS) NUT WITH 3"x 3"x Ya"WASHER E ALTERNATE:SIMPSON LBPS Y2 SLOTTED g M i WASHER WITH 1"CUT WASHER. O %"0 THREADED ROD / = w '-Xie OR'%Z RATED SHEATHING,EXPOSURE I-SHINGLE ROOF \ 'Y327 RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF J N SIMPSON%a"0 x 6"TITEN HD OR ` SIMPSON%"0 x 6 Y4"TITEN HD ROD COUPLER 2xw _No.2 SPF OR No.2 SYP __ \ 93z"RATED SHEATHING,EXPOSURE i-METAL ROOF Q"CUT WASHER SUBFASCIA WITH(2)0.131"x 3 Ye FASTEN WITH 0.113"x 2 Ys"RING SHANK W W d � THREADED ROD SET IN ADHESIVE i" N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. " ENDNAILS AT TRUSS(U.O.N.) � G � to OR THREADED ROD SET IN ADHESIVE WITH _ WITH MINIMUM 4"EMBEDMENTGYPSUM BOARD WITH 1"CUT WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER Z = o CONNECTOR AT EACH TRUSS g (SEE TRUSS CONNECTION SCHEDULE) W Q N ^J (2)2x SYP#2 DOUBLE PLATE(U.O.N.) aaasaautaota b iie UJ t� C DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY ,—GYPSUM BOARD ,•. tp RATED SHEATHING,EXPOSURE I. o• Y FASTEN WITH 0.131"x 2 Y"NAILS @ 6"O.C.ON d a• ' EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. ti (U.O.N.)(BLOCK ALL EDGES) ,11 'g s 2x_SPF#2 STUDS @ 16"O.C.-U.Q.N.(SEE WALL LAYOUT) ;Ls) ��, NUT WITH 1"CUT WASHER "a,- 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM P q°*a,O?',, E �•` ROOF COVERING(BY OTHERS) BOARD WITH 0.131'x 3 A'NAILS @ 6"O-C. Y ROOF TRUSSES /az"RATED STURD-I-FLOOR(T&G)SHEATHING Jir;;. >itit 9! N0 CORNICE DETAIL GLUED AND NAILED.FASTEN WITH 0.131"x 2 Y"RING z of SHANK @ 6-O.C.ON EDGES AND 12-O.C.IN THE (BY OTHERS) FIELD. H o _Z W FLOOR JOIST(I-JOIST SHOWN,SAWN $ y¢ WZ / JOIST SIMILAR-SEE SECTION"C"ON g F-1 0 �w SD-4 FOR OPEN WEB TRUSS) WLu I %s"OR'Y3f RATED SHEATHING,EXPOSURE I-SHINGLE ROOF V Lu \ lz"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GYPSUM BOARD $ �j v % Wa 2x_No.2 SPF OR No.2 SYP aY3z"RATED SHEATHING,EXPOSURE I-METAL ROOF RIM BOARD W EE EE w Y"3 x" \ FASTEN WITH 0.113"x 2%s"RING SHANK W U- SUBFASCIA WITH(2)0.131 M .) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH(2)0.131"x 3 Ya"TOENAILS Tn,, ENDNAILS AT TRUSS 1'x 3 =Z �GYPSUM BOARDIIv----�li Ya (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) � CONNECTOR AT EACH TRUSS x TOENAIL RIM BOARD TO (SEE TRUSS CONNECTION SCHEDULE) PLATE WITH 0.131"x 3 Y 8- "NAILS @ O.C. (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) THREADED COUPLING AS REQUIRED GYPSUM BOARD �—GYPSUM BOARD � s N �_ S 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) o 2 o %s"RATED SHEATHING,EXPOSURE I. / Yle RATED SHEATHING,EXPOSURE I. FASTEN WITH 0.131"x 2 Y"NAILS o@,6-O.C.ON FASTEN WITH 0.131"x 2 Y"NAILS I TE SU ON EDGES AND 12'O.C.ON INTERMEDIATE SUPPORTS. NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. € SCALE: NOTE (U.O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS {U.O.N.)(BLOCK ALL EDGES) "=1'-0"CALL ) SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED m THIS NOT SCALE SHALL BE ANCHORED BY THREADED — —THREADED ROD ASSEMBLY AT THIS oDATE: RODS SUPPLEMENTED 8Y ADDITIONAL ---THREADED ROD ASSEMBLY AT � RELEASE DATE: RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL"C" ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL"C" 0912-13 ANCHOR BOLTS AS REQUIRED TO THIS SHEET) MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) � REVISIONS: MAINTAIN MAXIMUM 48"O.C.SPACING 9 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS INSET WALL Y"FOR STUCCO 2x—TREATED SYP#2 SILL PLATE WITH ANCHORS -€ INSET WALL Y"FOR STUCCO (SEE DETAIL"C"THIS SHEET) APPLICATIONS�� (SEE DETAIL"C"THIS SHEET) w APPLICATIONS s - --SEE FOUNDATION DETAILS 9 4BY- -- —SEE FOUNDATION DETAILSION-TYPICAL EXTERIOR TWO STORY WALL FSS SECTION-TYPICAL EXTERIOR ONE STORY WALLSD-3 ® 3 J II SILL PLATE(BELOW) ¢ g 2x_CORNER FRAMING FULL ) o HEIGHT STUDS(TYPICAL) 2x_SPF#2 SOLE PLATE(U-O.N.)NAIL TO BAND (2)ROWS OF 0.131"x 3 Y" � BOARD WITH 0.131"x 3Ya"NAILS @ 6"O.C. NAILS— ED(T. STAGGERED RED(TYPICAL) � BAND BOARD fiM 2x6 OR 2x8 FRAMED WALL 1 o SILL PLATE(BELOW) 0 w -OPEN WEB TRUSS 2x4 CORNER FRAMING FULL HEIGHT STUDS 1 J w MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED Q Luw -SHEATHING CONTINUOUS FROM BAND BOARD WITH(4)0.131"x 3 Ya"NAILS TO EACH ADJACENT $ W w a TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH STUD D w EDGE NAILING REQUIREMENTS OF UPPER WALL ALTERNATE:INSTALL SOLID STUD IN THIS 0 U) —TOENAIL TRUSS TO PLATE WITH SPACEZ _ _ q�e3ssesaca.:sso ire (LI (2)0-131"x 3 Y"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD —DOUBLE PLATE(U.O.N.) _ —(2)ROWS OF 0.131"0 Y" ��°R!°° .•""®""" �� W XL 2x4 FRAMED WALL NAILS @ 12'o.c- �' c SECTION-TYPICAL OPEN WEB FLOOR TRUSS F J SECTION-TYPICAL FRAMING AT 90°CORNERS = ��� •, ,, sDa = .t�1 c~ __ R SD-0 SD 4 NAIL SCAB TO TOP CHORD WITH % •) °re i ` 'y = LL (4)0.131"x 3 Y"NAILS ROOF OR FLOOR FRAMING(AS NOTED) —ADD 2x4 VERTICAL SCAB IN EACH v`''% """"•," f--� °°`� �: TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED irrs �fi s� `z$ z (3)0131"x 3 Y" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) _ $ W zo > !, UPLIFT CONNECTOR AS NOTED '- ( ) .EACH TRUSS J W o 2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF / Z Z W c�o a S2 0.131" x 3Y,"NAILS AT EACH END SHEARWALL s ~ Z (END NAIL OR TOENAIL) g _�--NAIL SCAB TO PLATE WITH(3) z w =co 0.131"x 3 Y"TOENAILS g r GYPSUM BOARD o \-TRUSS(AS NOTED) LL TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) s �4 v a TOENAILED TO DOUBLE PLATE WITH NAIL PORCH SHEATHING AS NOTED W W 0.131"x 3 Y"NAILS @ 4"O.C. _j o w M EXTERIOR FRAMED WALL DOUBLE PLATE 2x_SPF#2 STUDS @ 16"O-C.-U.O.N. v 1-4 r CLz MINIMUM X6"RATED SHEATHING, (SEE WALL LAYOUT) LL LL EXPOSURE I FASTEN AS NOTED W ON WALL LAYOUT(BLOCK ALL EDGES) o SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS sD 4 sD4 SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD W THREADED ROD ASSEMBLY(IF NOTED) Z J INTERIOR SHEARWALL(IF NOTED)SHALL a o °�' / USE X6"RATED SHEATHING FASTENED m 2 W � NAIL EACH END OF BLOCKING TO AS NOTED. § TRUSS(AS NOTED) / BOTTOM CHORDS WITH(3)0.131"x 3 Y" INSTALL 2x4 BLOCKING BETWEEN SCALE: 114 2x_TREATED SYP#2 SILL PLATE WITH 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12-O.C. ANCHOR SEE DETAIL"C"ON SHEET SD-3 X"=1'-0"CALL.l ( ) � DO NOT SCALE 0.131"x 3Y"NAILS @6"O.C. THISDRAWING BOTTOM CHORD OF TRUSSRELEASE DATE: — ---NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x_SPF#2 SOLE PLATE 09-12-13 WITH 0.131"x 3 Y"NAILS REVISIONS: 0-131"x 3 Y"NAILS @ 8-O.C. U.O.N. NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE tea-_•�a-�' FLOOR BEAM(AS NOTED)---_____� EXTERIOR FRAMED WALL MINIMUM X6"RATED SHEATHING, ° EXPOSURE I FASTEN AS NOTED T ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION 9 DRAWN BY: E SECTION-EXTERIOR OR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL CHECKE BFss Ms SD-0 SD4THIS SECTION ONLY APPLIES WHEN REFERENCED \\sD4 SHEET: SD-4 - J L - q (TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE PLATE(U-O.N.)NAIL JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER + Till PLATES WITH 0.131"x 3"NAILS @ 8"0.C. a MINIMUM NAILING OF fSTAGGERED (16)0131"x 3"NAILS IN THIS ZONE. THREADED ROD ASSEMBLY CENTERED WITH 0.131"x 3Ya"NAILS @ 6-O.C.STAGGERED 2 I ON SPLICE IN PLATE OR THREADED ROD (TYPICAL) TYPICAL STUD TO ISTUD TO PLATE NAILING 8"MAX. 6"MAX. ` / ASSEMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AND KING \l DOUBLE PLATE I1 TYPICAL FRAMING AT CHANGE IN CONNECTION I 4PLATE HEIGHT STUD SIZE END NAIL TOENAIL JOINT. 6"MAX. STUD REQUIREMENTS (SEE WALL LAYOUT PLATE HEIGHT CENTERED ON CHANGE IN 2x4 (2) (3) w i I I 2x6 (3) (4) s E LTHRE:ADED ROD ASSEMBLY WITHIN I I 2x8 (4) (5) M 6"OF SPLICE IN LOWER PLATE U. ALTERNATE:IF ROD IS GREATER ( f \ 2x4 BLOCKING BETWEEN STUDS TOENAIL 2x10 (5) (6) 0 THAN 6"FROM SPLICE-ADD 7NAIL EACH PLATE TO JACK STUD OR ENDNAIL EACH END TO ADJACENT x j SSP AT SPLICE. ALL NAILS NOTED ARE 0.131"x 3 Ya" N „ WITH(3)0.131"x 3 Y"NAILS-TOENAIL STUD WITH(3)0.131"x 3 Y"NAILS �_I � 'I OR ENDNAIL(TYPICAL � ~ co � LLI W p a 'I 2x SPF#2 STUDS @ 16"O.C.(U.O.N.) W \ Z = d9 (SEE WALL LAYOUT) sr=_ !� HEADER NAILING REQUIRE DOUBLE SILL REQUIRED WHERE OPENING �- WIDTH EXCEEDS 61" U.O.N.) 2x6 (3)NAILS PER PL(;` °° w 2x8 (4)NAILS PER. ty�'a 4 s'v NOTEDDSPAC SPED ROD ACING AT i —JOINT I SILL PLATE 2x10 (5)NAILS PES`( y� I' I` r� 2x_TREATED SYP SILL PLATE 2x12 (6)NAILS PELF "•Cz 9Y"LVL (5)NAILS PER P3 11 Y"LUL (6)NAILS PER PL H TYPICAL STUD TO SILL PLATE (7)NAILS PER PLY 4"MIN.; ANCHOR AS REQUIRED � THREADED ROD ASSEMBLY 14"LVL BEYOND 12"MAX. (SEE DETAIL"C"ON SHEET SD-3) 16*LVL (8)NAILS PER PLY (BEYOND) CONNECTION< — 6z BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) $ �wj Z Z (SEE DETAIL"C"ON SHEET SD 3) NAIL EACH PLY WITH 0.131"x 3 Y" F^� DETAIL-TYPICAL WALL FRAMING CONDITIONS NAILS @ 6-O.C.STAGGERED $ T k Q SD5 F Z< n oLu o� Wa ~_ 12"MAX. u- SW U a I /yam 6 M INSTALL MSTA24 STRAP z INSTALL DSP CLIP @ 32"0.C. ��lAFT _L ELF LOOPED OVER DOUBLE a >a MAXIMUM SPACING (U.O.N.) PLATE.NAIL TO CRIPPLE ON EACH SIDE WITH(6) xj .131"x 1DOUBLE PLATE -y2'NAILS. ffjY ---JACKS AND KING STUDS c (AS NOTED) STRAP CRIPPLE o N o TO HEADER WITH Z a HEADER(AS NOTED) LSTA18 STRAP J _ - v V " —2x_BLOCKING(TYPICAL) - a o o �\�--(3)0.131"x3Ya"TOENAILS AT EACH END ______________________ a a THREADED ---TI---n--- ------n---------I----I I--- I THREADED�- AILEAC ROD ASSEMBLY SCALE: ROD ASSEMBLY W= 1'-0"(U.O.N.)"x3Ya"NAILS-TOENAILWITH(3)0.131mi II II II II II DO NOT SCALE OR ENDNAIL(TYPICAL) NOTE: I I I I I I I NOTE: THIS DRAWING II II II II II I I I I II II II II II I I BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY RELEASE DATE: NOT REQUIRED AT GARAGE I S 09-12-13 1/z"NAIL PENETRATION INTO MAIN FRAMING ( i DNOT REQUIRED AT OOR OPENINGS(U.0- (2) REVISIONS: MEMBERS.(TYPICAL) DOOR OPENINGS U.O.N.) " (2)2)(_SILL SHEATHING MAY CANTILEVER UP TO 2" -ANCHOR AS REQUIRED MAXIMUM PAST SUPPORTS-ALL WINDOW ANCHOR AS REQUIRED 79 ATTACHMENTS MUST BE ANCHORED INTO 2x_ FLUSH HEADER CONDITION DROPPED HEADER CONDITION DRAWN BY: MEMBERS. F CMF M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS 6 FSS 6 CHECKED BY: SHEET: SD-5 SD 5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED RISD-51, r END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS W BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING BRACING 16"Q C. 24"0.C. 16"O.C. 24"O.C- (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE J NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" ROOF SHEATHING x WEBS WITH(2)NAILS w Q 2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" " I-- 2x4 SPF Not DIAGONAL BRACE 2W 999 ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF E G BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING} € W 2x6 l-BRACE 115"T0182" 100"T0158" 146"TO 232" 127"TO 201" , m NOTE: NAIL DIAGONAL BRACE TO TRUSS Q TO REPLACE(1)ROW OF LATERAL BRACING BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I , INSTALL 2x4 Not SYP T-BRACE NAILED TO WEB WITH(3)NAILS 0 w FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, I I off ac BRICK VENEER,ETC. �, 1.1 �> EACH PLY OF TRUSS WEB AT 6"O.C-WITH �/ CONTINUOUS LATERAL BRACE(QUANTITY O W ___,RATED ROOF SHEATHING � I I � 0.131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP g Z w I I LATERALBRACING INSTALL 2x6 Not SYP �, `> DRAWING. N � 0- --2x_L-BRACE NAILED TO ) V W CL VERTICAL WEB WITH1 T-BRACE NAILED TO EACH PLY OF TRUSS NAIL CONTINUOUS LATERAL BRACE TO Y 2 W t- cn 0.131"x 3"NAILS 6"O.C. --1--- ------ --- WEB WITH 0131"x 3"NAILS @ 6"0-C. - pp O @ EACH TRUSS WEB WITH(2)NAILS = p U) eL w -VERTICAL WEB IN GABLE -- --- . ------ -- _r--ROOF TRUSSES(BY OTHERS) :9 N W a J — END TRUSS �___._— `ssssspsaaasaaasrttt+ J d Q NOTES: � - w F 2x_LOOKOUTS AT 48"O-C. (3)TRUSSES M IMUM 1) CONTINUOUS LATERAL BRACE;�`'�,�WL B�7� N, W, W a NOTE: FOR CONTINU S LATERAL B CEI No.3 SYP OR 2x4 No.2 SPF C#tETTEj1V.'ON.) ° ' a > 16" R 24"O.C- T-BRACING TO BE USED WHEN CONTINUOUS z SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. 'a �� 2) ALL NAILS SHOWN SHALL BC .jil"x 3"NAI z w B SECTION-TYPICAL T-BRACE c DETAIL-TYPICAL LATERAL TRUSS BRACING DETAIL-TYPICAL VERTICAL BRACING AT GABLE END A 0 2x4 SYP BLOCKING BETWEEN NUT&3"x 3"xYa"WASHER ,"I'll•' '(0`+ 4" w Z `�z H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 Y"NAILS 4r r ii z (SEE THREADED ROD ASSEMBLY DETAILS.) r+err++ 0 LOOKOUTS� ++,trs,t€:aaaas —2x4;LOOKOUTS @ 48"0.C-FOR (3)0.131"x 3Ya"TOENAILS AT EACH ! ,+-. EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH ��LOOKOUT TO TOP CHORD OF TRUSS. W N V 0 OVERHANG 12"LONG 2x_SCAB(MATCH BOTTOM CHORD)WITH Yz" BE NAILED TO BOTTOM CHORD (3)0.131"x 3Ya"NAILS EACH END SPACERS-NAIL WI(3)0.131"x 3"NAILS Z 0 o." OF TRUSS WITH / ROOF SHEATHING AS NOTED � Z z ( ) 2x4 BLOCKING REQUIRED BETWEEN �� ROOF SHEATHING(AS NOTED LOOKOUTS $ 0.131"x 2 Yl"NAILS @ 6-O.C. /© BOTTOM CHORD OF GABLE END TRUSS € Z LL o co (U.O.N.ON WALL LAYOUT) i _ — —2x_BARGE RAFTER 0N BALLOON FRAMED STUDS THREADED ROD ASSEMBLY @ W -(AS NOTED) I I I I I I FASCIA(BY OTHERS) g L- -� SINGLE PLATE NAIL TO TRUSS I SECTION A-A 2x4 LOOKOUTS @ 480.C. BOTTOM CHORDWITH 0.131"x 3 Y" I I I I I 2x4 LOOKOUTS @ 48-O.C. FOR OVERHANG .8 NAILS @ 6-O.C. I I I I H3 CLIP OR EQUAL AT EACHH2.5A AT EACH LOOKOUT o N 11 I I LOOKOUT u =);2 GABLE END TRUSS(DROP GABLE) -- LL —ROOF SHEATHING(AS NOTED) � ---2x6 BRACE SPACED @ 48"0.C.UNLESS D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT I I I I I I I I OTHERWISE NOTED ON ROOF LAYOUT. —TOP CHORD OF GABLE END N TRUSS I —ADD 2x4 T-BRACE NAILED @ 6"0.C. SD-6 ( VERTICAL WEB OF GABLE END Z INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN% OF EXTERIOR ROOF PITCH I I I I I WITH 0-131"x 2 Y"NAILS IF BRACE /�TRuss LENGTH EXCEEDS 9'-0". s H2-5A AT EACH LOOKOUT I I I I I � g ¢ o _ —2x4 LOOKOUTS @ 48"O.C-FOR I I I I I I I NUT&3"x 3"x Y"WASHER a L / OVERHANG I A — -ROOF SHEATHING(AS NOTED) 12"LONG SCAB scaLE: 2x4 SYP BLOCKING BETWEEN / (MATCH BOTTOM CHORD) �"=T-0"(u.O.N.) LOOKOUTS DO NOT SCALE WITH Y2"SPACERS b BALLOON FRAMED STUDS \ THIS DRAWING i RELEASE DATE: (AS NOTED) SEE DETAIL"G"ON SD-6 Oa 12-13 DOUBLE PLATE ,,,- �GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE REVISIONS: TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING END TRUSS f INTERIOR VAULT TRUSS TO DOUBLE PLATE WITH (2)2x_DOUBLE PLATE _� � ' —EXTERIOR SHEATHING SHALL BE ` 0-131"x 3Ya"NAILS @ 8-O.C. THREADED ROD ASSEMBLY NAILED TO UPPER PLY OF NOTE: DOUBLE PLATE WITH /--2x4 DRYWALL BACKING INSTALLED ALL MEMBERS SHALL BE#2 SYP. 2x STUDS9 DRAWN BY: - — - 0-131"x2Y"NAILS(�6"0-C. CONTINUOUSLY BETWEEN BRACES 9 CMF — — (U.O.N.ON WALL LAYOUT) — — — — CHECKED BY: E DETAIL-BALLOON L N FRAMED GABLE END HIGH CEILING VAULT F SEC SECTION-GABLE END DIAGONAL BRACING G TION-PLATFORM FRAMED GABLE END ISHEET. sD-s INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SD-6 THREADED ROD NOT SHOWN FOR CLARITY SDS ® S D_6 LL • r NOTE: —INSTALL SPH_CLIPS AT 32"0-C.AT DOUBLE ATTACH DOUBLE PLATE TO STUD PER PLATE i3l �I DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) DOUBLE PLATE NAILED WITH(6)10d x 1 Y2"NAILS INTO EACH SIDE OF STUD W —CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE f UPPER LEVEL STUD _ STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS16 STRAP{CUT TO LENGTH}FROM UPPER E -j - NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO g Q % _1 INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE STUD TO HEADER BELOW @ 32"O-C-(U.o.N.)./ tart ' NAIL INTO UPPER STUD WITH(11)1Old AND NAIL Q BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE / INTO HEADER WITH(11)1 0d NAILS. BEAM BEARS ON(2)2x_JACKS --i--BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) 1---BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE O W BEAM CONDITION: I NAILING NOT REQUIRED BETWEEN UPPER SILL V co 79 PLATE AND LOWER DOUBLE PLATE. W (0 = BEAM(AS NOTED) (NOTCHED BEAM) $ Z W n- LU FLOOR SYSTEM(AS NOTED) V O y A DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM BEGIN NAILING 1"MINIMUM BELOW DOUBLE Q W SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED PLATE F- H 9W J .9 r2 F W w NAIL SHEATHING TO DOUBLE PLATE WITH DOUBLE PLATE W W \ MONOLITHIC FOUNDATION-EXTERIOR (2)ROWS OF 0-131'x 2Y2'NAILS @ 6"O.C. LOWER LEVEL HEADER(AS NOTED) °4` R3 i W 3 NAIL SHEATHING ALONG BOTTOM of HEADER @ 3"0.C. ,�` ,;� •• r.::, a Ya"x 8"TITEN HD SCREW ANCHOR ` ' ••.•° ° ,,A, o or 3/8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR or%"THREADED ROD SET 4 Y2"INTO ADHESIVE SPH_@ 32-O.C. a W EXTERIOR BEAM(As NOTED) DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELQI STEMWALL FOUNDATION-EXTERIOR SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED L Y2-THREADED ROD SET 7"INTO ADHESIVE DOUBLE PLATE <" t \ BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) o Metal Connector Schedule ' I- ' oUSE MONOLITHIC CONDITION s c� CONDITION: Z Si son ID USP ID U in C acit Ibs Fasteners Anchors a .O.N. '��„ ' A35 MPA1 n!a (12)0.131”x 1V n/a 't3tiiitt i c�o (DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2Y'or(12)0.162'x 3%' 518"wf 7"embed r Fe z ABU66-Z 7AU66-TZ 2300(SYP) (12)0.162"x 2'h'or(12)0.162'x 3'h' 518"wf 7'embed `J B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION CS16 RS17o5(SYP or SPF) (11] 148 x 3 m each end-(22)total n/a Zuj DSP RSPT6 2 775(SYP or SPF) (8)0.148'x 1h'into studs n/a r-1 w =.� SD-7 (USP DTB-TZ SIMILAR) SD-7 (6)0 148'x 11/*into double plate 3 F+i a t DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8 %"x 135"SDS X'w!4%'embed(mono)and 7"embed(stem) 9 V GBC HC520 n/a (5)0 131'x 1'G'into gable brace n/a 2 w MONOLITHIC FOUNDATION-EXTERIOR (7)0.131'x 2�'into double plate _ Ly H2.SA nla:use RT7 600(SYP) (5)0.131"x 2%'m each end-(10)total n/a g Q.j U a Yz"X 12"TITEN HD SCREW ANCHOR H2.5T n/a.use RT7 545(SYP or SPF) (5)0.131'x 115'in each end-(10)total n/a o 5 „ ALTERNATE ANCHOR: H3 RT3A 455(SYP) (4)0.131'x 2K'in each end-(8)total n/a tr or/a THREADED ROD SET 7"INTO ADHESIVE H6 Li 950(SYP)820(SPF) (8)0.131'x 2%'m each end-(16)total n!a - Y2"x 6"TITEN HD Hg RT8A 745(SY P) (5)0 148'x 1'h'in each and-(10)total We w =z STEMWALL FOUNDATION-EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDa8 n/a:us e Ui 7630(SYP)5495(SPF) (20)'/""x 3"SDS Mr'w/15'em bed(SET epoxy only) a Y a 5 " (AS NOTED) WITH 2"xYa"WASHER HDU5 PHD5 5645(SYP)4065(SPF) (14)'/."x 2Y'SDS 518"w!7'embed(mono)and 12'embed(stem) -+ /s THREADED ROD SET 12"INTO ADHESIVE o ',. H6 CLIP FROM HDUB PHD6 6970(SYP)5020(SPF) (20)%"x 3"SDS 718"w!15'embed(SET epoxy only) LL \ HETA16 HTA16 1810(SYP) T1 6)0.148'x 1%' 4'embed w INTERIOR APPLICATIONS- POST TO BEAM HTS20,HTS24 or HTS30 HTW20 HTW24 or HTW30 1450(SY P)1245(SPF) (10)0 148 x 3 in each end (20)total We IF EDGE DISTANCE EXCEEDS 5"USEH LAP BEAM PLIES AND TSM16 or HTSM20 HTWM 16 or HT1175(S WM20 YP148 x la ) (8)0 3'into wood n _ -. m . tart__. _..� _ Y"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN- 5 - (4)/ x 2/ Tten into CMu - - ( ) (4)/.'x 1V Tten into concrete 5 " HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 2h' 518"w!7'embed(mono)and 12"embed[stem) or Y8 x 8"TITEN HD SCREW ANCHOR 0.131"x 3 Y4"NAILS PER PLY W 5 _ HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162'x 2h' 518"w!7'embed(mono)and 12'embed(stem) .g z or/a"THREADED ROD SET 6"INTO ADHESIVE LTP4 MP4F n/a (12)0.131"x 1 V n/a ; g PT POST(AS NOTED) LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0.148'x 3'in each end-(14)total Na C DETAIL-TYPICAL HTT5 INSTALLATION LTS12 LTW 12 775(SYP)655(SPF) (6)0.148'x 3'in each end-(12)total 16 ¢ a v H6 CLIP FROM PAST I MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0 148'x 3'in each and-(18)totalirl r_ SD-7 (USP PHD5 SIMILAR) TO BEAM ( MSTAM24 MSTAM24 I500(SYP or SPF) (9)0 148'x 3'into woodnla a L PT POST(AS NOTED) (5)'/."x zz Titen into Cl EXTERIOR BEAM (5)'/""x 13: Titan into concrete AS NOTED ABU POST BASE MSTA30 MSTA30 2050 SYP 1820 SPF SCALE: -MONOLITHIC FOUNDATION-EXTERIOR ( ) ( ) ) (11)0 148'x 3 in each end-(22)total n1a (AS NOTED) MSTA36 MSTA36 2050(SYP or Si (13)0 148"x 3 in each end-(26)total nla 3/e"=1'-0"(U.O.N.) 7 " MSTAM36 MSTAM36 1870(SYPorSPF) (13)0148 x3 into wood nla n DO NOT SCALE THREADED ROD SET 15"INTO ADHESIVE "THREADED ROD - - THIS DRAWING PLAN VIEW AT TOP OF POST °0' , WITH NUT IN MTS12 or MTS20 MTW 12 or MTW20 1000(SY P)660(SPF) IB)0 148f/ Titan nto-CMU- _ _ .._ . .. _m m._, __ • .y Titan mtn concrete _ __W g RELEASE DATE: STEMWALL FOUNDATION-EXTERIOR °O x 3'in each end (14)total n/a 09-12-13 7/8'THREADED ROD SET 95"INTO ADHESIVE - (7"EMBEDMENT) MTSMi6 or MTSM20 HTVVM16 or HTWM20 950(SYP) (7)0 148'x 3'into wood nla REVISIONS: _ (4)X"x 2Y'Tieninto CMU 9 ° (4)Y'x 1%"Titan into concrete INTERIOR APPLICATIONS i PA51 g '� `a _ a. • °- / TA51 3685(SYP or SPF) (21)0 162"x 2h'or(21)0 162'x 3%' 4'embed IF EDGE DISTANCE EXCEEDS 5"USE \ e d a j SPM or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0 148"x 1'G' ri w a SSP RSPT6 350(SYP or SPF) (4)0 148'x 1/'into studs We THREADED ROD SET 8"INTO ADHESIVE ° e° , (3)0 148'x 1 h'into double plate STHD14 STAD14 4430(SY P or SPF) (38)0 148"x 3 Y' 14"embed SIDE VIEW AT BASE OF POST Notes ��N D BY: _. � CMP 1 All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U;0 N) _. _. CHECKED BY: a SD-7 DSP IL SIMILAR) HDU8 INSTALLATION Si3 Mono—monolithic concrete,stem masonry D DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 2 SYP Southern Pine SPF FSS �— �..�� _.._�.. -..._ - tem masonry stemwall or bond beam � SHEET: ( �) 4.Anchorage refers to threaded with noted diameters and embedment depths g � SD-7 J TRUSS d > I i Ng(�N 2 o w W � OPTIMAL 22Y2° b0�obm o 100 0° E V �ea0 0 o�hx"0 —1 30* Q d ` U) TYPICAL SDWC SCREW TRUSS BEARING ON w \ "_ "A"ON SD-7a OR EDGE GRAIN "B"ON SD-7a SDWC SCREW IS U Y2"MAX- ACCEPTABLE g Q N a $ w \ TRUSS To TOP PLATE SHOWN BEARING WALL z O rn (RAFTER TO TOP PLATE SIMILAR) O = SDWC15600 EDGE GRAIN BEARING CONDITION ``+,�y��t6\d+a9=aSl�H a � NOTE_ aot` "a r _ _d CL UTILIZE METAL INSTALLATION GUIDE TOOL o` a�"""° "" $ P' w PROVIDED BY MANUFACTURER. '�� K A DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION —TRuss y` (TRUSS ALIGNED WITH STUD) {t :LEI �, SD-7a 0 C 4s' O V h '� ♦ _i ONLY CLIPS ARE ALLOWED TRUSS BEARING ON W o cr WITH THIS CONDITION END GRAIN (NO SDWC SCREWS) (EXTENDED VERTICAL) Z= z W SDWC SCREW IS NOT $ ¢ S2 m® ;ewe ACCEPTABLE Z o o _ Lu m BEARING WALL w a ~5 o U m LL END GRAIN BEARING CONDITION TRUSS TO TOP PLATE SHOWN DETAIL-SDWC AT EDGE 1 END GRAIN CONDITIONS W W (RAFTER TO TOP PLATE SIMILAR) D a " 1"MIN MIN Y a SDWC15600 ®=DO NOT INSTALL SDWC IN : LL HATCHED AREA DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK A. SD-7a (TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(± "). 'R 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO W A WOOD MEMBER z 3 TRUSS(RAFTER SIMILAR) N . LL A v a 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE Y"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF SCALE: (WITH OR WITHOUT A PLATE SPLICE) 3'f"� � DO NOT SCCALEALE"= } THIS DRAWING 4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL I RELEASE DATE: BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREWM12-13 I REVISIONS: INSTALLATIONS WITH WOOD SPLITTING_ REMOVE SCREWS BEFORE OFFSETY"FROM--FULL SPLICE FOR — INSTALLING CLIPS, TOP FULL BE IN UPPER-SPLICE MAY 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. " ` ' VALUES OR LOWER - PLATE DRAWN BY: CMF rc DETAIL-SDWC MINIMUM EDGE DISTANCE CHECKED BY: SD-7a SHEET: L ® S D-7a m ti it DOUBLE PLATE 1 E o ° O uj ° b HEADER(AS NOTED)HEADER MAY E Q W RAISED TO BOTTOM OF DOUBLE P TE-MINIMUM ? E— w (3)2x4 REQUIRED AT TOP OF OPE ING WITH RAISED HEADER. o g W b Jo co 0 0 0 Q Q 0 FASTEN SHEATHING TO HEADER ° b E w ,,Asaseaies�s�s i. Q J is O. IN 3"GRID PATTERN AND FASTEN ° ° �-(2)MSTA30 STRAPS w w SHEATHING TO ALL FRAMING @ 3"O.C. o ° NOTE:SHEATHING ONLY SHOWN FOR USE 0.131"x 2 Y"NAILS AT ALL LOCATIONS(U.O.N.) NARROW WALL SECTION. REMAINING SHEATHING NOT %e co =q --- ° e o e b SHOWN FOR CLARITY. FASTEN PLATE TO HEADER = cry w/{2}ROWS OF 0.131"x 3 Y"@ 3"O.C. e ° —MINIMUM(3)STUDS y _ o MINIMUM(3)STUDS Aft �— �. z e ° O b ° W_N Z b O O d' M Z = 0 W 2 F�H Z � FI 0 u`ni RATED SHEATHING U tz-- u- $ �../�W w NAIL BLOCKING TOGETHER— ° e W o w/(3)EVENLY SPACED o w m;; J J M 0.131"x3Y" e e e =z w O O K J STHD14 EMBEDDED STRAP e e ° LL (OR HTT5 IF NOTED) e ° O O O N 5/B"EPDXIED ANCHOR BOLT-,-, ° STHD14 EMBEDDED STRAP Z w/(7)MIN.EMBEDMENT wl (OR HTT5 IF NOTED) m " MINIMUM 2"x 2"x Y16" a o PLATE WASHER b b a LL 0 03y 0 ° b CONCRETE FOOTING s SCALE: ° a PER FOUNDATION PLAN D NOT SCALE DO NOT SCALE 49 G n Iffi THIS DRAWING a S RELEASE DATE: L 09-12-13 a a. REVISIONS: r d 4 a � Qa a DRAWN BY: CMF CHECKED BY: A DETAIL-NARROW WALL METHOD DETAIL FSS SHEET: S°$ ® SD-8