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382 7th St 2014 New House MAP SHOWING BOUNDARY SURVEY OF: LOTS 35 AND 37, BLOCK 8, PLAT NO. 1, SUBDIVISION "A", ATLANTIC BEACH, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE(S) 69, OF THE CURRENT PUBLIC RECORD OF DUVAL COUNTY, FLORIDA. CONSTRUCTION CREW PARKING HERE TREE SYMBOL DENOTES TO REMOVED AND ADDITIONAL PARKING ON THE SOUTH SIDE OF STREET AVERS FOR 2 STANDARD 19' X 247 SQ-FT PERVIOUS_PAVER_,c� LQQATED T 7th STREET ARKING SPACES WITHIN RIGHT OF WAY. DUMPSTER OCATIO (A 40'RIGHT OF WAY) 44 ± SQ-FT N83°19'51"E 100.00 PLAT BENCHMARK#1 OF PORTABLE TOILET LOCATIONN83°25'31"E 99.99 ACTUAL PARKER KALON NAIL DOOR FACING TOWARD 7.46 749 7.10 EDGE ASPHALT EDGE ASPHALT ELEVATION 7.01 NEW HOME CONSTRUCTION. 0 q. r ------- 1/2"IRON PIPE ©� 0.00 x0 1/2'IRON PIPE (FOUND) (FOUND) BENCHMARK#2 ELEVATION 8.93RET NTION WA J 4� 0.9 I - - - - --PALL HEIGHT TAPERI AVER STEPS MERGI5.0 _ I STONE WALL GRADEEXISTING (TYPICAL) INTO PARKING ARE5.5 (7.3' DIVIDING LINE BETWEE o RETENTIOERVIOUS PAVERS AND FENCE ui WALL � o.1E I s.o> <:9..` (7.4') ON RETE DRI EI I I � I J H Q PROPOSED SINGLE ¢ F- �� a�. .I c) g� �- we STOP-,Y RES.#382 �° o Q GAR FFE 8.0' o m c o RIVEWAY SLOPED TOWARD Io O I 1ST FLOOR FFE 17.5' o �. - a o a WEST TO CONTAIN OVERFLOW LOT 31 I N sr em'- N < 37 VERFLOW SYSTEM I Lu m fa BLOCK 8 o W (8.0' PROPOSED m I ••n' O z BLOCK 8 sDt 1pt sy. FFE 10.1 DRIVE 0) Q FFE LOPE OUTFALL TOWARD LPARTER LIGHT POLE (LOWEST FLOOR GARAGE) co ':{:- - ., d' m TH STREET RIGHT OF WA VVS WATER MEAIV I z 4.6 I �" 27.29<1, UM (1) HE ELPM2 POLE ONSITE STORAGE FOHatch Table •- '' e STORM DRAINAGE 4I- CONCRETE I `:'pE:CK`AREa,:; f 756t;3(FFT.'�, ':..,.> l GLUME-3,752 CU-FT STEPS FENCE AT I �lA' 5.5 COVERED o.aw 2' DEPTH I COVERED GTI N RATE , I :1, .::.` ,::• xi ti ,�.:. .d �. Abbreviation Table FENCE Abbrev, Code Description I • y i `SOLID TREE SY x BERM (8.0')MIN ELE. ET A LIJI.FR IDENOTES �- RV �, MERGE WITH EP PAV NT a °'� EXISTING GR(aDE 1.a /113E DETAILS L ARC LENGTH /� mSL - - Z� PROPOSED HOUSE = 3804 SQ. FT. CH CHORDDIUS LENGTH �" LOT 35 _C) • DRIVEWAYS = 1,348 SQ. FT. ORV BLOCK 8 WALKWAYS =24 SQ. FT. - C R S V I I FENC • WALL/STEPS = 206 SQ. FT PG PAGE FENCE 0.3W,O.IN 454b FURUL M IN 0.6W ENC _ _--- N J • POOL DECK AND PATIO = 1,756 SQ. FT --------- N L--------------------------- • TOTAL IMPERVIOUS =7138 SQ FT. AC AIR CONDITIONER 4'CHAIN LINK N8J°28'56°E 100.12 ACTUAL 519'IRON ROD , 5/8"IRON ROD FENCE ASP ASPEN (FOUND) FENCE 0.5N S83°19'51"W 100.00 PLAT (FOUND) 0.75 TOTAL PERVIOUS PAVERS = 641 SQ-FT EG EDGE OF GRAVELI 5FENCE RETENTION AREA 5' MAX. DEPT ENC ENCROACHING 583°19'51"W 50.00 PLAT S83°19'51"W 50. 0 PLAT FENCE I BERM MIN, E • LOT AREA= 15,026 SQ. FT. PB PLAT BOOK LOT 36 34 1 TR TRACT B OCK 8 BLOT K 8 LOT 32 OVERALL COVERAGE =47.5% CM MONUMENT BLOCK 8 ED EDGE OF DIRT REMOVE EXISTING=NCRE USE NATUR L TOPOGRAPHY OF CONC CONCRETE �,NLLAP OPERT THE DEPR{SSION TO PROVIDE WAY WATER LINE WYE ONSITE STORAGE RETENTION AREA. FF FINISHED FLOOR ESTIMATED AREA IS 1,876 SQ.FT. VAT WATER LINE TREE - 22 N FND FOUND PI INT RS T Symbol Table OH ELECTRIC Code Description Symbol NDE DEAD END SIGN PPWOOD P L I HEREBY CERTIFY TO: PT N ENC �`/ BANKS& BANKS ABS TVMHR TELEVISION V PIPE _ SEC SECTION CPIPF IRON PIPE CONSULTING, INC. HOWARD R.BOWSER,JR AND DEBRA L.BOWSER SCA CORNER CPDF F D • NOW ONE WAY SIGN WAWELL WELL - 83 WEST 9TH STREET A'FLANT[C BEACH,FL IP IRON PIPE WATWEL WELL (904)-685-2800 FAX(904)-68 6-2345 DOE OVERHANG EDGE CTL CONTROL O - THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET A GEOSPATIAL COMPANY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER BANKSANDBANKSCONSULTING.COM 5J-17,050 FLORIDA ADMINISTRATIVE CODE. ' a7eAo(-vQnA;e� s. e� NOTES: 6 20 40 NOTES SA BOUNDARY SURVEY. FLORIDA REGISTERED SURVEYORS OPS IF1cgT�'��rs MARVIN R.BANKS CERTIFICATE NUMBER 4470 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. FLOOD ZONE"X"AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031C/0409H DARYL S. BANKS CERTIFICATE NUMBER 6063 NO 6063 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 1 11_20f DATED 3/3/13 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. DATE 3116114 STATE OF 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED, BEARING DATUM BASED ON THE SOUTHERLY LINE LOT 22 BEING S06°4010911E BY THE USE OF THIS SURVEY,YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON SCALE I"=20' OR l ov- I THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. COUNTY. JOB NO 16350 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. THIS SURVEY DOES NOT DETERMINE OWNERSHIP DRAWING NO 16350 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 51787501458 LICENSE BUSINESS NUMBER 7820 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED 77 Sk., 1N pppp 2w, ti, --w I 'Al V kl'---, 1,11�,� i "" .,;-"O'grq, ;J A kl,� :i ".'A Z, R 1-1 17, Ng 54 lie,AR-tt."Aa RiF, —A �jr fP� j RA al p�i S,i t -- I,,,,,"',"-"., , -�, "'- X A,� eR K, --g 50 sin, A6 T't i� in 'M ;glg a N,� NX �=Mmjj WEj MOM PEM MW RNM W-11 fis SEE, lb m1wNrims, 10 WE SEEN ROME NNEE MEN . - = = _0 ONES loom MEMO ---mm� in a 0 i 0 1 11 IN �111111wu I -- 11--- MEN ME Emi INS IME ism MEME NUM ImMar M mm N NEE law- NMI AM mum r1a FF7M 1 2030SH FINE MEN MM11 No I V A oil W ' p 00 w m � U W w 12 W 7�/ o j o ■ O a 30YR 30YR ARCHITECTURAL SHINGLES_ 06 ARCHITECTURAL _ 4 ■ SHINGLES t 30YR ARCHITECTURAL SHINGLES w FFM 2030SH 3050SH HARDISHINGLE HARD IS TINGLE HARDISHINGLE O yea CULTURED STONE AC= TY� FLIll I I 1 1 , 1 , 1 RIGHT ELEVATION, SCALE 1/4 = 1'-0" _ n > . . z Lo z 4.. M ti } r . �Y _ h�1 04 LL 12 CONTINUOUS RIDGE VENT Q O A 7 4 t: - T, T• - 30YR C r x, ARCHITECTURAL 30YR ARCHITECTURAL SHINGLES SHINGLES - s �— N T i 30YR ARCHITECTURAL SH114GLESFRONT PORCH BEARING > -MAIN FLOOR BEARING 7 4020FX = I 4020LS �� L � zo J -�- T" T� 3050SH HARDISHINGLE 3050SH HARDISHINGLE ��- 3050SH W HARDISHINGLE i _ o 2880 r w t r o =t Q > w ry Q (L MAIN FLOOR W �' Q u �30YR ARCHITECTURAL SHINGLES � - F- LOWER FLOOR BEARING W co i r W o PAINTED BLOCK PAINTED BLOCK 16070 9070 r Z U) RETAINING WALL RE INTNG W L co am w . O FlLOWER FLOOR SLAB SHEET LEFT ELEVATION SCALE 1/4 = 1'-0" 4, ti i I 65'-10" CONCRET ST PS TO GFIADE CULTURED ST NE CLADDING 13'-0" 17-o , 12'-8" 2-4'- —15'-2 —5'-8 � w U)2'-10"- T-2" 9'-2" T-4" 2'4" 6'-6" -6" 3'-10"t 3'-2" 7'-0" 3'-0" 4'-0" 3'-2"—I 5'-6" 4 00000 F 0Q 11 M 12'- " ® 141-311 1 '-6" ® 181-811 L W b ° °0 C? w , ■ , m ICs 0 U W 0 0 w 4050SH ° 3060SH 3060SH ° 3050SH 3050SH 0- Covered Porch 0 w❑ 235 s ft � *' o HDR @ 90"AFF _ 11' CEILING HDR @ 90"AFF HDR @ 90"AFF co o `w' a m LU U 3�60SH 3060SH 1080FX 3080 1080F o U) o E - Study g Bedroom 2 zo o HDR @ 90 AFF 154 5 ft ca 1 Office - q o 197 sq ft - N 10 CEILING 10'CEILING � 2'16 sq ft WIDTH AS PER 10' CEILING FLOOR PLAN LABEL I DiningI Foyer U_ R®Ori 104 sq ft UL r'- 152 sq ft 10'CEILING `y �_ 3050SH C7 '.�ma: w^-sa�r.*x:aws^,u= *�:-...� t . : :. v.,xaca� .. t.; TYPICAL ARCH DETAIL 10' CEILING I 2868 U) STEP UP 8" HDR @ 90"AFF m SCALE 3/8" = V-0" N 9" Hall U) N N ❑ T-11 1/4" 4'-0" 15'-4" 4'_0" 2'-4" 3'-7" I 6'-10 '1/4"0 60 sq ft 4'-8" &-2'-8" 13'-8 1/2" z I LO o 10'CLG co 6068 . 2468 ., xt 2868 _ r , N 5 SHELVES INC K 286$ - DN ( DRYER - SSHEL3 EO VES m TUB �f nBedroom39 WOOD ; o Gallery u o RAIL ING Fath ib I !� o a 195 sq ft o � Pantry y 16 sq ft o I v `f o o zC14 _ Q 35 Sq ft 10'CLG 68 S $ a o WASHER q I I 10'CEILING ` 9 �0 10'CLG c`' � 10'CLG i o 1'-8"r�---5'-8" 2668 Laundry } ------------ — — — — Closet— " — Q sq ft OVEN 27 sq ft d - w PANTRY co AC CAB. - - -— - - - - - I < r PULL DOWN DEE ATT IC SINK � � J F � � ( � STAIR • - - i �tCl�rl . . .. � fi.,u, vA vx.�n. 2$68fi� >' 2668 406$ - �,�. 4068 I I I I I I I I a ROD &SHELF ROD & SHELF 236 sq ft 2 81/21 , ,� „ `! _ 27'-7" I 7-7 3/4" T-2 1/4" 8 0 6-2" 6'-6 1/2" -I� HEAD SHWR I C) V) O (n ? > I > E I _ J �- _ _ I �, C'OS 't r " LAV N 38_Ujiower o —�d t� OC :I — — — i ❑ 56 sq ft sq ft ❑ -- a t— X (V N p i o 14 �:. 10'CLG ° ® RAity o r i Q w a I u tai t R Q 1. 4'-6" -2'-6" O HEAD >Z I o I CV I I I I U r to a _ - coo I �I _ 419 sq r 2668 Master 65/$" - �, " LO ' tip, k it N OFFERED CEIL N sQu �.,a_ .�, �, ,i - Ile 2'-8 3/4x .1 0 o� �_ M 10 CEILING k ( 11'CLG HEIG' �. Sath —° V z. I MStr �C�rr�l 00 o _ W) l FRAME COFFERS D JN 8" Haii co r- 97 S ft SHAMPOO 0 +� 1, I I— _ I— _ —� L — I 5� S ft C" c"'v 29 sq ft , co o 1 NICHE (z T_ o rn a I { r ! q 10' CEILING ® _ „ FRAMELESS 10 CEILING IJI ,;� J J J I STEP UP$„ - x � > 2668 . L6 GLASS TO 84"AFF co o ' '' ta=-n 2668 '( _ _ o C4n . I I I I I I I I , w W - _ M i° o U_ 0o w w C LAV JNEN, c wm C10SPt 26 s fit o CAB NET M {q + oD - _ x x; - _ x 06 53 sq ft N r W _ J L _ _ J a d N o 10'CLG ® „ StorageLL 4 2 8'-6 1/2" �j 30 sq ft 4 + a. 10'CLG � 12 80 BIFOLDING GLASS DOOR 6068 > /4020FX 2030SH �I o 2668 ,. A „ „ ] I BAR\ 6 X 0j NOOk X XAtz V �+DR @ FF R @ � FF` SINK >► tL ti 143- q ft r GAS ,LILL CD • as 10' CEILING I _ I I GRILLE N I CD '/Summer ( � o o C�V� �. Kitchen C\j `° !� I I o ' coti 3012FX � 1 SMOKER + 3068 CO 1LijIl 17- > C7 w Entry /C:) 1 42 sq ft N 10'CLG 7'- 1/2" 7,_6„ 2,_$„ 7,_5„ 7,-5„ 4+-0" 4'-0" 2'-1" 2'-1",-,,3'-8 1/2" 4'-10., / 2868 c� X u u z r 14' 7 1/2" 2'-8" 14'- "— 8'-0" 4'-2" 8'-6 1/2" J f I tI VANITY CW - o VESSEL SINK 10 wO CV O ❑ Pool Bath r w r J 76 sq ft r W --� u, 'o 0 10'cLG iN < a WC =16"HX16"D SEATS r z .� 2668 I\, Q , X /NSki9W�r. �. PROPOSED POOL 3 xii 7 q 3 g i� „�, �C TO FUTURE DETAIL s m o r. 4020 FX I z x+ HDR 6"AFF 12"WX24"H SHAMPOO NICHE g m 4'-8" m �a o - MAIN FLOOR PLAN t boor 9'-4" 52'-10" SCALE 1/4" = 1 _01# SHEET 3-8' I 65'-10" k ry 00000000000696560 � 00000000000 ® �9� � � I U) I0 g7 �® � I � O Lou 7 : 12 ` E7 : 12 _ ' / I z I� I o W & (n co 06I \ `vb STEP UP \ CEILING 8" I 1,-6„ \\ \\� 8'-6" / I � 7 : 12 I EC r\ / r ACCESS TO l I / IATTIC STORAGE ---- L I 7 . '12 \ / L _ / \ / I 0 F_ I F - /�f I"0 W ATTIC VENTILATION AREA CALLS I � \ / / ; 1�' GEILIN IEl HIT N I 1 O � �� _ � 7 : 12 Excerpt of the 2010 Florida Buildin Code Residential I FRA�'}E o, RS n N s" n I mN \ ED rT =0 R806.1 Ventilation required I L_— _ /1/L_ _ J L J I \ Enclosed attics and enclosed rafter spaces formed where ceilings are f — � \ I ca applied directly to the underside of roof rafters shall have cross ventilation for i �/ 1F 1 I M each separated space by ventilating openings protected against the entrance \" � of rain. Ventilating openings shall be prow_ided with corrosion resistant wire }' mesh, with 1/8" 3.2 mm minimum to 1/4 inc 6.4 mm maximum openings. „ ( \, . o 8 8 I H R806.2 Minimum Area 1' 8 -5" 3'-5"— 3°-5" 1'-8" \ The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated except that the total area is��permitted to be reduced I / \\ ( o~ to 1 to 300, provided at least 50 percent and not more than 80 percent of the required ventilating area is provided b ventilators located in the upper M q g p Y pP portion of the space to be ventilated at least 3 feet(914 min)above eave or ( // 72?1O.R�V�ENT 7,2"O.R VENT \V I U. cornice vents with the balance of the required ventilation provided by eave or. I / � � � \ I (- cornice vents. As an alternative, the net free cross-ventilation area may be �- reduced to 1 to 300 when a vapor barrier having a transmission rate not I // ~ \\ I ® O exceeding 1 perm (57.4 mg/s . m2 . Pa) is installed on the warm side of the ceiling. R806.3 Vent Clearance I I \ I Where eave or cornice vents are installed, insulation shall not,block the free I 1 I \ 'X \ flow of air. A minimum of 1-inch (24.4 mm) space shall be provided.between the insulation and the roof sheathing at the location of the vent I \ Fz� l Ventilation Required _ _ __ _ _ _ _ _ I T — — - - - - - - - - - - - - - - - - - - - -- - - - - - _ _ _ - - - - - - - - - Attic 3,666 Square Footage I { I 3,666 /300 = 12.22 I — w 12.22 x.5 (50%) = 6.11 Square footage net free area req.d ` — — — — — Roof Vent Specifications I I 4'-0" vent-provides 1.0 sq.ft. net free space 7 : 12 I (n 6'-0" vent-provides 1.5 sq.ft. net free space ( I I I 8'-0"vent- provides 2.0 sq.ft. net free space I } I ) 'I J Vents Required U o (1)4'-0" vents @ 1.0 sq.ft. = 1.0 I / \ I I w Q J 0 (4)6'-0"vents @ 1.5 sq.ft. = 6.0 `, uz, --I ¢ a 7.0 Total sq.ft.net free area provided I '�/ \ I I ROOF PLAN. LL SCALE 1/411 _ 1 1_011 O ry V - - - - - - - - - - -I—y ROOF PITCH AS NOTED o STANDARD OVERHANG 18" Cn w i GABLE OVERHANG 12" o z o � � z Q m ❑ / SHEET r r / r ry - - - - - - -� 65'-10" 12-0 _ - 30-0. 18'-2" �, 5'-8" � o C NCRETE STEPS TO GRADE o r- — - - - - - - - - { - - - - - - }- - - - - - - - - - - - - --i w r — — — — — — — — — — — — T — — — T — — 7— — — — — — — — — — — — — Z w �_ - - - - - - - - _ _ _ - - - - - - - _ - - - - - - _ -- - - _, I I I? ° � — - - - - - - - - - - I II i if � I — �— _— _— — -- -- -- -- -- -- -- -- -- _— -- - _ _— — � a I I�� I 1IlIiI1IIIIIII�IIIIII_-1l IIII IIIIIIIIII I��IIIIlI;II `;j�'1IIII1 III -1iIOI IiII)I�III)IIIII�IIIiIIlI IIiIiIIII IIi IiII _ 'q- / o � � 4„STEPDOWN_ CL � - - - - - - - - - -00 1 111 MONOLITHIC STEP DOWN O ° I 06 �, III L - - - — - -4”STEPDOWN I ry tT 7 - 7 MONOLITHIC STEP DON I I 2 STEP FOOTINGS,UP TO STANDARD STEM WALL (SEE STRUCTURAL) 9.1 LI 27'-4 1/2. 8,_0 23'-8 1/2" - - -- - - - - - - - - - - � —) /O _ _ _ _ 4'-7 3/4„ VERHEAD DOOR ! I #t��9pe 6o /S/O GARA MIN/2” FOR DRAINGE SLAB SPECIFICATION LING- _ 111 oo I 4"-3000 PSI POURED CONCRETE CW FIBERMIX REINFORCING OVER 6 MIL VISQUENE& COMPACTED FILL k - -I I� II Up UPPORTCOUMN SEE STRUCTURAL) L ` � FI— [2'-5 1/2" STAIR SPECIFICATION FLOOR TO FLOOR- 114.25" L — — — — 15 RISERS @ 7.6Garage/I F- � 14 TREADS @ 10"+,\1.25" NOSING M� G to3-2"x12" STRINGERS 939oqf1 Ln CD NM"� —T — A _J1 �Ij 'oSLOPE GARAGE MIN. 2" FOR DRAINAGE V H1I IF ------- IH I! I IU. 36'-0 1/2 — STEP FOOTINGS UP TO OVERHEAD DOOR STANDARD STEM WALL — (SEE STRUCTURAL) _ L= -_j - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - IF- 4"STEPDOWN- - � - 4"STEPDOWN- - - - - - - LIu if 11 1 4 2'-21/213-6 7'-2'16-7 1/2 Y - - - - — — — — — — — — — — — — — - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , 1 I,, IIIIIIII� = !I z C?F- - - -I _ _ — ��-- �>w cDZ co ` - \ \ ( FOUNDATION PLAN I SCALE 1/4 = 1'-0" �0 a /RECESS W o I � II / SHOWER 51/21, W �O /2"5 2" SHEET 9'-4" 3'-8" 16-10" 171Q W U) 0 0 LL W w U z W (n w I � ' W i � ■ OO V/ d ryn. 06 ■ ATTIC AREA ATTIC STORAGE AREA BUILT INTO ATTIC AREA TRUSSES c� Lo z Lo FOYER/ DINING ROOM COVERED F--� PORCH MASTER BEDROO COVERED LANAI., W M ,.. N M i v L2868d0 0 OWN a 3, C ER GARAGE l STORAGE ROOM s z o 4 , WJ c o w =z ¢ a� t J CD �i e r y co o { BUILDING SECTION, o SCALE 1/4" = 1'-0" a � m w z SHEET y '1 t HARDIPLANK, LAP SIDING / James Hardier INSTALLATION INSTRUCTIONS + JUNE 2001 RUSTIC CEDAR°• SELECT CEDARMILLa• SMOOTH • COLONIAL SMOOTHO- COLONIAL ROUGHSAWN® 4" MAX RETURN HANDRAILS BEADED CEDARMiLL • BEADED SMOOTH - STRAIGHT-EDGE SHINGLE PLANK© , TO POST OR WALL.. IMPORTANT FAILURE TO INSTALL AND FiNISH HARDIPLANKO IN ACCORDANCE WITH APPLICABLE BUILDING CODE COMPLIANCE REPORTS AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS,MAY AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES REQUIREMENTS,AND VOID THE PRODUCT ONLY WARRANTi(. HANDLING & STORAGE: CUTTING OPTIONS: ° Store flat and keepd prior r� r „ r + r r z O 0 to installation.ins llingP ° r- siding wet or saturated may co o W result In z shrinkage o 9 Circular saw with Circular saw blade Electric or pneumatic Pneumatic Carbide score and r W at butt _ P II! I l l rI r r w dust collector with carbide tipped teeth hand shear shear snap knife joints. �.E� Carry planks 4��' A JH recommends Makita®#5044KB 4"or#5057KB 7-114'saw with dust collection.Call 800-4MAKITA. O ■ on edge. a +est rars A Hitachi HARDiBLADEO w/4 PCD Diamond Teeth.Cali Hitachi@ at 800-546-1666 for nearest dealer. t a SNAPPER SHEARM electric,pneuma@c,or hand shear.Call 800-297-7487 for tool information. t. HANDRAIL ANvays v W safely glasses and dust protection when operatingpower tads.For more tnfoimation on avoiding inhalation - _ 1 1/4" M 1 N.D IA. refertotheMATERIAL SAFETYDATASHEEfavailablewtlereverJan�esHaNiefiber-cernentprodudsare sakl. 2" MAX.DIA. FRAMING REQUIREMENTS: W 1 1/2" FROM WALL,, Hardiplank lap siding can be installed over braced wood v 10" MIN, or steel studs spaced a maximum of 24"o.c,or directly to figure 1 Double Wall Single Watt Z minimum 7116"thick OSB sheathing.Hardiplank lap siding Construction Construction RETURN Q 06 can also be installed over foam insulation up to 1"thick.-j• weather-resistive barrier' 16"or 24" HANDRAIL W Irregularities in framing,sheathing,and/or foam insulation let in bracing J can mirror through the finished application.A weather- plywood or on center S TO POST v ■ resistive barrier is required*,Install Hardiplank siding with OSB sheathing OR WALL ¢- --5/8"TYPE 'X' joints butted in moderate contact.Optionally,install the - GYP BOARD lap siding with a maximum 1/8"gap and - - -�--- C caulk the joint**(see detail at right). Blind nailing Hardiplank z00 UNDER STAIRS G co stud The first course of any wall 1"from _ " weather resistive o0 �r 3-2"X12" PINE STRINGERS should be installed over a 114 barrier' plank top CO lath strip to ensure a consistent `o plank angle(see figure 1). pl "from ank edge PRESSURE • _. _ 4" CONCRETE SLAB - TREATED BOTTOM PLATE o '' "` r; - °o "' •° weather-resistive tFor application over foam insulation, `,• o o° ° barrier the length of the s entified fastener *`moderate contact,or °° shall be increased by the thickness maximum 118"gap ° ° of the foam insulation. °° ° fastener TYPICAL STAIR DETAIL 'Use a weather-resistive barrier in accordance with:BOCA leave 116"gap between 1/4"thick National Building Code Section 1403.3;SBCCI Standard Building plank and trim,then caulk lath strip - - Code section 2303.3;ICBG Uniform Building Code Section 1402.1;or NOT TO SCALE CABO One•and-Two Family Dwelling Code Section 703.2.1. NOTE:Some Building Codes exempt the use of weather-resistive barriers over �� "�� James Hardie's seat of approval °water repellent panel sheathing*or exterior panels classified as°weather-resistive indicates products recommended barriers".James Hardie recommends the use of"building paper type'weather- ;�,sill iiiuii for use by James Hardie Building resistive barriers with all siding products.James Hardie will assume no responsibility • . " Products for water infiltration within the wall. WARNING: AVOID BREATHING SILICA DUST ROOF 30 YEAR ARCHITECTURAL SHINGLES Product contains Silica. Inhalation of respirable silica dust can cause silicosis a potentially disabling lung disease,and is known to the State 15#FELT of California to cause lung cancer.When drilling,cutting,or abrading product during installation or handling.(1)Work outdoors where - 7/16"OSB SHEATHING C.W. CLiPS feasible,otherwise use mechanical ventilation,(2)Wear a dust mask or,if dust may exceed PEL,use NIOSH approved respirator, WINDOW INSTALLATION (METHOD A-1) � ENGINEERED ROOF TRUSSES @ 24"O.C. (3)Warn others in area.For further information,refer to material safe data sheet or consult employer. ATWtiTI V*�- AIF,Ftp (ti� ) ga f "lE� rte : TO JINL7CUJ I!�i�v AL LA; ,C� 1. OPEN CELL FOAM INSULATION safetytom° [OR r H-- ,i 7 << FAILURE TOADHERE TO WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD 70 SERIOUS PERSONAL.INJURY. Fi_A5€�I �l IEr� �vEr ?NE i ACE F ?wic MOUNT,iNCr t�!Ai�Gp . SECTION A \ STEPS � THROUC:H W:NDOW JAMS \. I\!N 'WATER SHEDDING FAS�uON, �� } 1� FASCIA&SOFFIT � M E. I-t ART;NG AT THE 5A5E Gt ` ,,4. Lh THE WALL 4 WOF<<NG TOWARDS ) VINYL VENTED SOFFIT& 2'X 6 #2 SPR. UB S x THE TOS', INSTALL THE WK-5 `�" 7 GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 TOT FACE OF THE SEALANT a=_AD. 1"X 2"BACKER I BEHIND MOUNTING Install HardiplankV siding in At the juncture of the roof and vertical sur- Hardiplank siding can be installed directly to masonry ,n A, SLY a, FLASHINGI \ �� compliance with local Building Code faces,flashing and counterflashing shall be block.Hardiplank siding can also be Installed to concrete 1 requirements for clearance between provided per the roofing manufacturers construction,when the wall Is furred out with wood fra- Qom' AF-PLT G'=AD GF 5�ALANT � � "'� �'� \n W M the bottom edge of panelifrarring and instructions.Provide a I'-2"clearance ming or minimum No.20 gauge steel framing anchored J AT SACK OF WINDOW ' = i WINDOW&DOOR HEADER ~ FLANGE e 5ET WINDOW U5iNG aEAL THE lJINDOW FRAME TO � O the adjacent finished grade. between the roofing and bottom edge of to the wall.Framing can be spaced up to 24 OG,Consult PAN HEAD SCREaS rO OF NING. AFF.7 A 3i8° NOM. 2-2"x 12"#2 sYP Q M stud sidingor as recommended b the roofing National Evaluation Service re ort NER-405 for vera - -- Y g p g FA-14 4TATE INSPECTION. ! DIA. TO THE aACK5fDT - , �\ _ �. 2"X 6"92 SYP SPACER weather-resistive manufacturer. nized applications to masonry block and wood or metal (INTERIOR,OF THE WINDOW barrier* V-2� 9 *• 4` APPLY E I FLANGE, IN LINE Wi T H ANY framing.A weather-resistive barrier Is recommended \ ESEA.. of S�ALANr�,- �- 1°n �j J SIDE JAi;85. EXTEND 6 Y2" ; RRc-Ra;1G ED 4 IOLES Orli 5LOr5- / r / between the framing and the siding. ,- -LASH NG- a concrete I (�APPLY JAMB FLAENiNG \SEALANT BEAD BETWEEN j WINDOW O foundation I _ weather- �', App• ' L JAMB F ASt-IING FLA5HWG AND MOUNTING ALUMINUM <. o � r �Y �% AD OF SEALANT resistive ;` A H=AD }- APPLY CONT. SEAL TO THE MOUNTING FLANGE. CEILING SINGLE HUNG C.W. 1/2"MIN. � y 1 barrier* ° i I t FLANGE5 Ar THE TOF (HEAD:AND INSUL GLASS AND HALF SCREENS Q 4o APDL Y HEAD FL45HING 1 51DE5 (JAr 1�5J of WINDOW. EXTEND \ 1/2' GYPSUM CEILING BOARD I 1 `SEALANT AT JAM»s 8 Y AaavE �, ROOF TRUSS BOTTOM CORD 1/4"thick <'EMOV� 'REVIOU=LY AFFLtCDI THE R.O. Ar HEAD. EMBED.JAMB Hardiplank nominal 2"x 2" E J TA=E, ALLOWING w5 i o LAY j ELAS+-LING INTO SEALANt,.AND lath strip lap siding flashing "waod furring FIA- OvaR I IEAD rL ASHkNCz. - --FASTEN IN PLACE. (FL45HING 81 c _ AFFLY NEW 5H'EAT1 TING TAPE" Gc_5 OVER SEALAtir . I FACE NAIL figure 5 BLIND NAiL figure 6 l OVER DIAGONAL CUT - 5EE I i DIAGRAM. Corrosion Resistant Nails(galvanized or stainless steel) Corrosion Resistant Nails(galvanized or stainless steel) ,. :i 4EA0 EXTERIOR WALL N •6d(0.118"shank x 0.267"HD x 2"long) •Siding nail(0,089"shank x 0,221°HD x 2"long)** C4 •Siding nail(0.089"shank x 0.221i"HD x 2"long)** •11ga.roofing nail(0.121"shank x 0,371"HD x 11148 L) _ I HARDILAP SIDING CW HARD[TRIMS •Siding nail(0.091"shank x 0.221"HD x 1112"long) •ET&F PanelfastTM (0.100"shank x 0.25"HD x 11/2"long)** 9> 1 t5 TYVEK HOUSEWRAP •ET&F pin(0.100"shank x 0.25"'HD x 11/2"long)** Corrosion Resistant Screws / ' -- _ FLASHING AT HEAD EXTENDS I" BEYOND 7/16"OSB SHEATHING Corrosion Resistant Screws •Ribbed Bugle-head or equivalent(No.8-18 x 0.375" � �J® JAMB FLASH NG. 2"x 6"STUDS @ 16"OC •Ribbed Bugle-head or equivalent(No.8-18 x 0.323"HD x 1518' HD x 11/4 long)Screws must penetrate 1/4"or 3 \i� �' "' OPEN CELL FOAM INSULATION > long)Screws must penetrate 114"or 3 threads into metal framing, threads into metal framing. ' �. �4 wE.Ap FLASHI 1/2°GYPSUM BOARD y \ Er-'BED ROTTO:FF OF THE For face nail application of 91/2"wide or less siding to OSB,fasteners are spaced a maximum of 12"o.c. / \ HEAD FLASHING AGAINST THE FREviOUSLT APPLIED `*The use of a siding nail or roofing nail may not be applicable to all installations where greater windloads or higher exposure categories of wind 5EAI A�T \ SEALANT (FLAS-i1iNG GOES resistance is required by the Local Building Code.Consult the applicable Building Code Compliance Report. OVER SEALANT). EXTEND FLOOR \ / HEAD FLASHING BEYOND figure 6 figure 6 \ / iEEACH JAMB FLASHING. 4"3000 PSI POURED CONCRETE „ n1---* 0 j / FA6TEN IN PLACE, FIBERMIX REINFORCING (n stud 16 ar 24 ,� O.C. stud 16'o.c. \ / I 6 MIL ViSQUENE —� weather resistive - max' COMPACTED&TREATED FILL 1 114"min. barrier= __ o I— ;;1� , overlap j W face nail ( j a:s i °, blind Waif / ( I \ i- 0 o QJAM5 ELASNING r ~ A 3 COURSES 8' CONC. BLOCK w EXTEND JA FL ABNi�IG -- y, I \ (CHECK HEIGHT TO SITE CONDITIONS) uJ �,� w o -tor „ ,r �,�...a I : TO OVERLAP 5iLi: _ of J 3/4-4-1 t I FILL CELLS SOLID MORTAR = v a I L_. FLASHING. ExTiND _ I , Minimum overlap R o v, a J-T for Both Face I ABOVE RCu; a I J and Blind Nailing OPENING AT HEAD. A--1 / I I rucK TOP OF _ , - weather resistive JA;?B=LASHING iI I / �EALA�` - r ~ 11/4'min. barrier* UNDER THE FLAP \ 1�=� \� I � � \� =� �_ weather-resistive overlap s ce lank accordin to OF a,IF5 AT THE sib ' �` `'� barrier= min.11/4" Pa P HEAD.SEE DIAD-RAM � I III I I III III III—III I/ d ' - overlap joint treatment with a 118' space accordin to P /SILL N ASHING / `` g " maximum gap "<.;r;:,.: ` 00 � FOOTER joint treatment with a 118 t >:;�, / 20'X10"3000 PSI It m o SNiM AND ADJUST WINDOW .O ACHE':VE 5'.,I'UARE,- � / / � maximum gap ® ' FLUMr3,AND 1FV;=L CONDiTION. U5E C^,,RRO5ION r POURED CONCRETE W r- ( RE515TANT FASTENERS. FA5TEN wINDOw5 PER ' 0 2-#5 REBAR ON WIRE CHAIRS WINDOW MANUFACTURER 5F-C.iFICATION5- ,o PNEUMATIC FASTENING: FASTENING REQUIREMENTS: I o -J 3: m o Hardiplank siding can be hand nailed or fastened with the •Drive fasteners perpendicular to siding and framing. ,!g' f O a use of a pneumatic tool Set your air pressure so that •Fastener heads should fit snug against siding(no air space).(Fig.A&B) `'�' I , t WEATHER RES{57AN? the fastener is driven snug with the siding surface. oo NOT •Do not aver-drive nail heads or dove nails at an angle. `"�--- f I 1 BARRIER( m RECOMMENDED: STAPLE •If nail is countersunk,caulk nail hole and add a nail.(Fig.C) I I AT A 45 DEGREE ANGLE,CARE uLLY cur rl�r BARRIER ON A DIAGONAL. GCS lrl_Y RA15F THE . Use a flush mount attachment on pneumatic tool.This will Countersunk, TOP PDGE OF THE BARRIER UP AN.: TAPE THE help control the depth that the nail is driven.This will be Caulk& T°F cO`N=F`a AND CENTER To THE ExTER°R SINGLE STORY WALL SECTIONSHEET especially helpful when mare than one pneumatic tool is Snug Flush add nailLVRa SUR4CE ABOVE. driven o the same compressor. r / \ do not uncle iNTEIzIOiz YIE�U SCALE 3/4" — 1'-0" figure A figure B figure C drive nails i } TOP LEFT COI,tER OF Uj1isvow — NAIL TYPE: Fasteners must be corrosion resistant,galvanized or stainless steel.Electro-galvanized nails are acceptable for use with James Hardie Siding Products,but may exhibit premature corrosion.James Hardie recommends the use of quality,hot-dipped galvanized nails.(James Hardie is not responsible for the corrosion resistance of fasteners.) i ' 1 W q I- \ � IIIiI L III(I II II. -' — — — — IIII iI►II I1i i a ti//\;:;\///.1�I��_ _ - a, II II(II iIIII II I I II I I III I III IiI(IIIII II IiI II. ,—III iIi((II(IIIIIII I IIII iII(I I(I III I IIII I—,`GF—CI�s\,—J, I 77 0,-0 I II00\\l0\--�0�—0-®—�0\00I0I I\0\/--0 ® ® ` ©0--O -0 0—00 --0/0--� 0� 00 —0r\- 0 0FC0I `0\-01/0 0 0 Covered Parch 1 o ^ I -� - iji1,1I1 i .--I _-- --_ - \_ - N \ .� I I�1I I I ( I IIIIi I II i I II I • o�d►a- LL 0mL. L00 0 ® - - j - - - - - - - - - - - - - - Wo 0 0-1 !0 _ -- EL FCI FCIf N FCI WP i ACWP AFCIELECTRICAL LOWER AFCI Study �edroom J OfficeAFCIFLOOR PLAN AC06 SCALE 1/4111 -0 AFCI w .■• CE " T NKLESS GAS Inin � FO er WP ATER HEATER ACROOlAFC AFC o FCI FCI AFCI AFCI Hall Work Room 3 F AFCI DN LaUn r FCI yDRYER Pantry AFCI FCIBath ASHERGallery AFCICE OPEN UNDER STAIRS '' �drO ✓m- - - - AC UNITS IN ATTIC 4\ AFCI GFCI OVEN 0�r U Kitchen FC , - I I R a 35 AFCI\\® [ FCl., Vlosgt ° AFr — aFcl Shower Master Bdrm GAS cooKTOP Door Switch CW OOD Hall I a �0 tG Master r Bath FCI AFCI AFCI U. Door Switch W AFAFcI WC FCIAOset AFCI JL ® Storage i - - - - - - - AFCI AFC v�coMu �°NChacL AFCO AFC 4 44 � Q Nook AFCI G ILL : AFCI ELECTRICAL DATA - AUDIO LEGEND SYMBOL DESCRIPTION AFq Ceiling Fan aI Ventilation Fans: Ceiling Mounted, Wall Mounted Entry Ceiling Mounted Light Fixtures: Surface/Pendant, AFORecessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, �\ Wall Sconce Chandelier Light Fixture ELECTRICAL MAINCL Fluorescent Light Fixture 0Pool -j"P 240V Receptacle FLOOR PLAN = � 0 110V Receptacles: Duplex, Weather Proof GFCI B (n J -011 C)SCALE 1/4 = 1 $ w$ 3$ a$ Switches: Single Pale, Weather Proof,3-Way, 4-Way llU "$ T$ Switches: Dimmer, Timer SteamW Shower VANISHING EDGE POOL A$ Audio Video: Control Panel, Switch (TO FUTURE DETAIL) co ED 6 Speakers: Ceiling Mounted,Wall Mounted e1 o oe0g Wall Jacks: CATS, CAT5+TV, TV/Cable - - - - - - - - - - - - ca g Telephone JackXHT Co Intercom SHEET Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted EP Electrical Breaker Panel U1 FCI 7�� P" � 1 T- t i i GENERAL: WOOD: Aim]HOLD LTT20B TO INSIDE GENERAL DESIGN CRITERIA A. THIS DOCUMENT ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: FACE OF WALL(EXTERIOR _ HOLD DTT2Z TO INSIDE ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECTTITLED HEREIN. 1. RAFTERS/JOISTS-#2 SYP WALLS ONLY). FACE OF WALL(EXTERIOR [BUILDING CODE12010 FBC - RESIDENTIAL INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED 2. WALL PLATES - #2 SYP, U.N.O. -.--- (10) 16d COMMON WALLS ONLY). DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S)WITHOUT 3. WALL HEADERS - #2 SYP (.162) x 3-1/2" NAILS. THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED 4. WALL STUDS-#2 SPF, U.N.O. -�-- SCREWS, SDS WIND DESIGN CRITERIA BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP)TO BE AS FOLLOWS: 2x2 x1/8 WASHER. 1 N GOD WE TRUST B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER(SCL)TO BE AS FOLLOWS DESIGN GUIDE ASCE 7-10 =< : „ ,� , 3/$" x 6" EMBED C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING b. BEAMS b. COLUMNS 3/8 x 6 EMBED EPDXIED ATR. WIND SPEED (V"�T) 130 mph CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING - LSL- 1.55E - LSL- 1.3E EPDXIED ATR. CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR - LVL- 1.9E - LVL- 1.$E WIND SPEED (VAS") 101 mph 0) Io THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE - PSL- 2.0E - PSL- 1.8E/2.OE (PER PLAN) NOT SPECIFICALLY IDENTIFIED. 5. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI) 40, U.N.O. EXPOSURE CATEGORY C �'"' � °® D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 6. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND LTT20B DTT2Z DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY, INSTRUCTIONS. - BUILDING TYPE ENCLOSED O �, E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: WIND-BORNE DEBRIS CLASSIFICATION BUILDING CATEGORY II � LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED 1. ALL SHEATHING TO BE APA OR TECO RATED. BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO I TOPOGRAPHY FLAT INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. SUPPORTS. °�-- HOLD HTT4 TO INSIDE _ °4- HOLD HTT5 TO INSIDE HAVE BEEN PREPARED FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR L ' F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS 3. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID MEAN ROOF H E I C7 HT < 20� T MANUFACTURERS HAVING PROVED COMPLIANCE EITHER WALLS ONLY). WALLS ONLY). BY COMPONENT MATERIAL ' LL THROUGHTHE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A 4. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: (18) 16d x 2-1/2" -� (26) 16d x 2-1/2" DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOTTHE a, 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING (.162) x 2-1/2" NAILS. (.162) x 2-1/2" NAILS.' SOLID SAWN MEMBER DESIGN CRITERIA RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT ------ ,469" THICKNESS - 32/16 SPAN RATING „ SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOTTHE RESPONSIBILITY OF b. 15/32 5/8 EMBED (6"-MONO. 5/8 EMBED (6"-MONO. USE L L. D L. L.L.A T.L.0 c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE ' 10"-STEMWALL) EPDXIED `. 10"-STEMWALL) EPO IED � � O THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATING ATR. ATR. DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. ROOF (SHINGLE) 20 7 L/240 L/180 W STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS D. REFER TO TRUSS MANUFACTURER's SPECIFICATIONS FOR THE FOLLOWING: OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN 1. INSTALLATION GUIDELINES. _ O FLOOR (ROOMS) 40 15 L/360 L/240 < THE STATE OF FLORIDA. 2. TRUSS TO TRUSS CONNEC"PIONS. G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM 3. MULTI-PLY TRUSS CONNECTIONS. FLOOR (DECKS) 4O 15 L/360 L/240 MANUFACTURER OR DESIGNER. 4. TRUSS MEMBER BRACING LOCATIONS AND CONNECTIONS. HTT4 HTTS FLOOR (BALCONIES) 6O 15 L/360 L/240 H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB E. ATTACH ALL STUD COLUMNS, JACK TO KING ASSEMBLIES, CORNER POSTS, . SITE PRIOR TO COMMENCING WORK. ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. ; ATTIC CEILING (STORAGE) 20 5 L/360 L/240 I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE 1. 2x4 POST- (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF 0 Lo ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT ATTIC CEILING (NO STORAGE) 1O 5 L/360 L/240 11- EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. CENTERLINE OF POST. _ -•--- HOLD HDU8 TO INSIDE _ << i HOLD HDQ$TO INSIgE z 00 J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 2. 2x6 POST- (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD FACE OF WALL(EXTERIOR FACE OF WALL(EXTE IOR WALL (BRITTLE FINISH) L/240 TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EDGE.USS CONNECTIONS. WALLS ONLY). WALLS ONLY). WALL (FLEXIBLE FINISH) L/120 �- M ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. 2x8 POST- (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. (20) 1/4" x 2-1/2" It AND ITS F. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" SDS SCREWS. (20) 1/4"x 3" TRUSS MEMBER DESI rn PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING SDS SCREWS. GN CRITERIA COMPONENT PARTS DURING ERECTION. o/c OR ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF � e L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS 7/8" x 13" EMBED 7/8" x 13" EMBED h L.L. T.L. `� w TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE SPECIFIED. EPDXIED ATR. EPDXIED ATR. : STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. G. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS _ MEMBER L.L. D.L. Q Q 0 BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED INDICATED IN FBC TABLE 2304.9.1. Lo STRUCTURE ONLY. H. METAL CONNECTORS TO BE PROVIDED BYSIMPSON STRONG-TIE. REFER TO ROOF TOP CHORD (SHINGLE) 20 7 L/240 L/180 �- 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR HDU8_�] HDQ8 FOUNDATION: ADDITIONAL INFORMATION: ALTERNATE CONNECTORS WITH EQUIVELANT ROOF BOTTOM CHORD 10a'b 5 L/240 L/180 OR HIGHER LOADS MAY BE USED IN LIEU OF SPECIFIED COMPONENTS. FLOOR TOP CHORD 40 10 L/360 L/240 A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT 1. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4° HOLD'HDU11 TO INSIDE FLOOR BOTTOM CHORD 0 5 L/360 L/240 ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION b. 10d - .148"x3" d. 16d - .162"x3-1/2" - (16) 10d COMMON FACE OF WALL(EXTERIOR a.iz NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE AVAILABLE AT THE TIME OF COMPLETION, THE DESIGN DOES NOTANTICIPATE WALLS ONLY). Ole (.148 ) x 3 NAILS. LOAD REQUIREMENTS. DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH ASOR THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC b. MUST BE INCREASED TO 20 PSV (LIMITED STORAGE)WHEN TWO N (30) 1/4" x 2-1/2" a MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND • - ;. S' ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR W MATTER. SUBSURFACE EXPLORATION CONDUCTED BY QUALIFIED GEOTECHNICAL CORROSION/DECAY RESISTANCE. SDS SCREWS. 3" MIN. GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM r'1 ENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING `.J CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE 1" x 15" EMBED OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT EPDXIED ATR. 3/4" x 12" EMBED "'' � THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR z THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY EPDXIED ATR. (DECK/BALCONY BOARDS,JOISTS, POSTS, ETC.) SHALL BE PRESSURE " .kms, �.� FRAMED OPENING. f. ' LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. PRESERVATIVE TREATED TO A'LEVEL RATED FOR THE SPECIFIC APPLICATION. a - * THE BOTTOM CHORD PITCH IS < 2/12. LL Ln B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BORATE-TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL _ uJ * BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF CAPACITY OF 2000 sf, ACTIVE EFP = 30 cf LEVEL BACK SLOPE). NOTIFY EXPOSED TO E 1 DIRECT ND CONTACT UNLESS �, ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED -) BEARING C p p ( MEMBERS W A,�};iER OR N R CT GROU HDU11 HGT2/3/4 , THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE SPECIFICALLY RATED BY,THE7MANUFACTURER/TREATER AS ADEQUATE FOR OVER THE ENTIRE SPAN. - NON-CONFORMING CONDITIONS ARE FOUND TO EXIST. THE USE. u. rrnn UJ C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR B. ALL INTERIOR WOOD BASES MEMBERS IN DIRECT CONTACT WITH CONCRETE W r . Ilk FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. OR MASONRY SHALL BE PRESSURE PffSERVATIVE TREATED TO RESIST DECAY. HOLD HDU14 TO INSIDE aj a �1/ D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. C. ALL METAL FASTEN ERS;AND CONNECTORS EXPOSED TO WEATHER OR IN LL W :: (16) 1/4 x3 SDS ��t � W E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE ,. FACE OF WALL(EXTERIOR W CONTACT WITH CORROSIVE MATERIALS;(ACQ, CA-B, CBA-E, ETC.) SHALL BE SCREWS. WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ° WALLS ONLY). RACED TO PREVENT DAMAGE TO THE WALL Z-MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE L SYSTEM ABOVE OR ADEQUATELY B 3" MIN. W RATED BY THE MANUFACTUf�Ek FOR COMPATIBILITY WITH THE -� W I�EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT ��_ ; APPLICATION. THE EXTERIOf APPLICATION OF ANY MATERIAL TREATED (36) 1/4" x 2-1/2" MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE SDS SCREWS. T - Cf1 W COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY HIE EXCTH A LUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE I E DOWN DESIGN TYPE SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA 1 x 15 EMBED 5/8 EMBED (6 -IVlONO. - mrnW USE OF "' s W u� THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND EPDXIED ATR. 10 -STEMWALL) E OXIED ❑ ❑ ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD CONNECTORS. ATR. COMBINED USE SHEATHING _:• Y rn '. .. :. .. 'r, m A FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. r W U uJ F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDC, ETC.) FASTENERS AND DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D CONNECTORS MAY NOT B i COMBINED. USE ONLY SS FASTENERS WITH SS HDU14 VGT - Z I� CONNECTORS. USE ON NC PLATED FASTENERS WITH ZINC-PLATED 1557) FOR A DEPTH OF AT LEAST TWO FEET(2') BELOW THE BOTTOM OF THE CONNECTORS. " THIS DESIGN METHOD UTILIZES FULL LENGTH SHEATHING _j Z Q W FOOTING. E. REGULAR INSPECTION AND MAINTENANCE OF WOOD WOOD=BASED AND G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE PANELS THAT CONTROL BOTH UPLIFT AND SHEAR. r�'t METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE FRAMING CONNECTOR SCHEDULE N Q DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS mm ^� WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, CLIP, TIE or STRAP FASTENERS ❑ W _I •-•� ❑ SHALL BE REINFORCED LONG-TERM SATISFACTORY PERFORMANCE. H2.5A OR H2.ST (5) 8d COMMON x 1-1/2" PER END g r, rM� nn r, IN CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE ( U `'� a.L O U USED WITH THE MINIMUM 2 FIBER LENGTH AT(1) LB/YD COMPLYING WITH H8 (5) 10d COMMON x 1-1/2" PER END ASTM-C 116. MASONRY: MTS12 (7) 10d COMMON x 1-1/2" PER END e H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER HTS20 (12) 10d COMMON x 1-1/2 PER N REVISIONS DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS (16) 16d SINKER x 3-1/4"TO TRUSS j 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557). FILL SHALL LGT2 T E POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF 402 MASONRY BUILDING CODE. (14) 16d SINKER x 3-1/4"TO PLATE/POST BE TREATED WITH TERMLY B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD-BEARING - PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. _ LGT3 (12) 1/4 x2-1/2 SDS SCREWS TO TRUSS . MASONRY SHALL BE FILLED WITH COARSE CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A 26 16d SINKER x 3-1 4"TO PLATE POST I. WHERE SHOWN, CORES OF BLOCK MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). ( ) / PLATE/ POST OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. (16) 1/4"x3" SDS SCREWS TO TRUSS #; OF 2500 psi AT 28 DAYS. D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM LGT4 J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: (30) 16d SINKER x 3-1/4"TO PLATE/POST • CONCRETE CAST AGAINST EARTH - 3" 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO CS22 (12) 8d OR (10) 10d COMMON x 1-1/2" PER END PROVIDE A SLUMP BETWEEN 8"-11". DESIGNED BY: BAM • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 1 1/2" E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL MSTA12 (5) 10d COMMON x 1-1/2" PER END • INTERIOR SLABS, WALLS- 3/4". L SU UNLESS NOTED OTHERWISE. MSTA18 7 10d COMMON x 1-1/2" PER END DRAWN BY: JCP PAN N ( ) 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25" REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND MSTA24 (9) 10d COMMON x 1-1/2" PER END ' FOR#5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR MSTA36 13 10d COMMON x 1-1/2" PER END CHECKED BY: BAM INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF ( ) b� r. REINFORCING SHALL BE 25" FOR#5 BARS AND 20" FOR#4 BARS. ALL 90° HOOKS #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. MST48 (25) 16d COMMON x 3-1/2" PER END G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. SHALL HAVE A MIN. BEND LENGTH OF 6 FOR#4 AND 7-1/2 FOR#5 INTO H BRICK VENEER TIES SHALL BE N0. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x MST60 (34) 16d COMMON x 3-1/2" PER END JOB NUMBER FOOTING UNLESS NOTED OTHERWISE. 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, )DINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND SP1 (6) 10d COMMON x 3 TO STUD J6288 MIXING TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, (4) 10d COMMON x 3"TO PLATE VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12 OF ALL WALL OPENINGS (6) 10d COMMON x 3" TO STUD AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". SP2 (6) 10d COMMON x 3" TO PLATE SHEET 4 10d COMMON x 1-1/2"TO STUD ALLOWABLE SPANS FOR LINTELS ) DOUBLE PLATE STEEL. SSP 3 10d COMMON x 1-1/2"TO DO C Y EN ER O SUPPORTING MASONR V Ea „ A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC SPECIFICATION SIZE OF STEEL NO STORY ONE STORY TWO STORIES (1) 10d COMMON x 1-1/2 TO SINGLE PLATE FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ANGLE ABOVE ABOVE ABOVE (8) 10d COMMON x 1-1/2"TO STUD BUILDINGS L3x3x1/4 6'-0" 4'-6" 3'-0" DSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L4x3x1/4 8'-0" 6'-0" 4'-6" (2) 10d COMMON x 1-1/2"TO SINGLE PLATE PROJECT ENGINEER • PIPE-ASTM A53, TYPE E OR S, GR. B `�' N A. MV L5x3-1 2x5 16 10-0 81-011 6 0 10d COMMON x 1-1 2 TO STUD • TI BE -ASTM A500 / / „ „ TSP �9) 0 / ,�w'�4 ��C E N SF C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE L6x3-1/2x5/16 14-0 9-6 7 -0 6 10d COMMON x 1-1/2 TO DOUBLE PLATE 36 UNLESS NOTED OTHERWISE. 2-6x3-1/2x5/16 20'-0" 12'-0" 9'-6" SPH4/6/8® (12) 10d COMMON x 1-1/2"TOTAL 64010 •:e D. HEX NUTS.AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS NOTES: SOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE A34 (8) 8d COMMON x 1-1/2"TOTAL SHALL BE a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND b. LONG LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION. LTP4 (12) 8d COMMON x 1-1/2"TOTAL • ' �` STRENGTH BOLTS ANCHOR BOLTS AND THREADED �� • ° �® COUPLERS USED FOR HIGH STRE c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING i �. �(J o RODS - ASTM A449 OR SIMILAR-SHALL BE HEAVY HEX ASTM A563 GRADE DH. THOSE SHOWN. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. MEMBER CONNECTION DETAILS VERSION 3.2 NA►®,®`�`� 7/2B/ 1 4 r 10'-11" 81211 10'-11" IN GOD WE TRUST L' FI LJJ mc\j Lo co 00 20"x20"x16" 20"O"16" 20'20"x16" 20"x20"x16" I I I F < Cy 1 , , w/2-#4's w/2-#4's w/2-#4's ?J w/2-#4's , , 1 FD2 >m 0 BOTH WAYS BOTH WAYS BOTH WAYS BOTH WAYS ---------- -- ----------- ----------- ® n Ir , I I i Ir � I i I I--- ------------------------- - x () u- z I , II II , I ► J z II II I-- - - - - - - - - - - - - - - -� II II ( z I" -- ---------- ------------- ----- /� w I ; I z d 1'-6" 1'-3" 1'-8" 2'-4 1/2° / z v) I , 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" , I I 2'-0" 2'-0" / wLo ' � i l ( I I � I Ico El El o M a a o z N � I r- - - - — I- -� - - - - -- - - - - - - - - - - - - - - -, CL cy) z � o o — - - -� , I < l - 10 1 8SEE DETAIL 6/FDD I I o Q j 6'-0" 7'-1" o I 14'-0" 10'-5" I @ GARAGE DOOR I I o� ,Lo I- OPENING o I I � i F _ I N , I L _ _ _ _ _ _J I l b D I I I � �. CIrr' CD 1 IpI FD2 8 , L_ — - - - - - - - - � I FD2 II O N .Z - - - - I rq Z o I I 24'-1" I I LiJ I ( . ' N c � I . E N N FD2 SEE DETAIL 6/FDD I r' rrnn rrnn _ I I @ GARAGE DOOR u J I I OPENING _ w � I o I i i-4 W >- 0_ l N I A I I ] CI] z I I I o I I FD2 � OOLf�_ I I I 0 4 ul ❑ _ 0 El El El F-----T---------- 11111 El 0 El El El. El El 171 El ci - - _21-011-21-011-21-01? _T Z h- J ❑ I I I ( 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-o" 2�-0" 2'_0" 2' " I J Q Z 0 I I I 3 3 I � Z J N > Q i I , E ❑ � J ❑ 24"x24"x16" 24"x24"x16" I FD2 U m I 0 LL w/3-#4's w/3�#4's I BOTH WAYS 4 BOTH,SWAYS REVISIONS F I II II I I , 20'-11 1/2'" 14'-10" 20'-8 1/2" _ ( � I =DESIGNEDBY, II 11 I I - - -- - - - - - - - - -� l i I I I F II 1 I FD2 l i l l i I I IF JOB NUMBER i1 li I I FD2 J6288 l I i I I I EF EET I i I #5 VERTICAL LOCATIONS REQUIRED FOR I L_ _ _ _ _ — J . CMU CONSTRUCTION ABOVE. CAST L------- ------ J VERTICAL REINFORCEMENT INTO FOUNDATION BELOW MIN. 12". VERIFY DIMENSIONS SHOWN AT OPENINGS PROJECT ENGINEER WITH REQUIRED OPENING WIDTHS FOR °AMU"No THE WINDOW/DOOR BEING INSTALLED. E'NS� NOTE: THIS PLAN IS TO BE USED FOR NOTES: 64010 FOUNDATION = y r® STRUCTURAL FOUNDATION REQUIREMENTS 1 REFER TO DETAIL 2 REFER TO DETAIL 2/FDD 3 ALL LATWORK CONTAINED WITHIN THE BEARING FOOTINGS (4 SAWCUT FLAT WORK IN 15'x15' O CERTAIN EMBED STRAPS 6 FOR CHASE PENETRATIONS OF INTEf IOR OR EXTERIOR SEE SHEET FDD FOR =� A F 'wa AND INTERIOR BEARING FOOTING O 1 FDD FOR ALL FOR ALL EXTERIOR O SHO N TO BE A 4" CONC. SLAB REINFORCED W/ EITHER 6x6 GRID, 1" DEEP WHILE CONCRETE REQUIRE ADDITIONAL O FOOTINGS, DEEPEN THE FOOTING T _ E DEPTH OF THE '•.� PLAN LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/1 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRA IONS OF FOUNDATION ®-�,:SS` •R�o.��;,® DETAILS SCALE: 1/4"=1'-0" PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. ��/1;0 e � % m ---------- 7/28/ 14 BEND VERTICAL IN G ❑ D WE TRUST REINFORCEMENT INTO SLAB MIN. 48" 4" CONCRETE SLAB C) CVCt7 LO 2x6 #2 SYP PT LEDGER _________ _______ W 0 00 00 2ply 2x12 SYP PT LEDGER (1) #5 HORIZONTAL, ATTACHED w/1/4"x3" CHAIR BLOCK w/(1)#4 r� _- _ CO ATTACHED TO CMU w/ CONT TAPCONS @ 12" o/c. OR#5 CONT. ii 1 II I II I I1 11 I II II 15—:11tI11 111 1511I I I I II I it I I�111 (2) ROWS OF 1/2"x6" _ _ _ _ _ _ O (1) #5 HORIZONTAL, TITEN HD's @ 12" o/c. BEND VERTICALS _ II 11=I I I=I I I=111=III=III=III=III=I. III—III—III=1 I I—III=1 I I=1 I I—I I� � INTO SLAB MIN. a 11=III=111=111=111=111=111=111= ® "t BEND VERTICAL CONT. 24". n 111=111=1 I I—I I El I El I IEEI IFA 1 I ^III-1 11—I 11—I 11—I 11=1 11-1 11= �= 4 STEEL INTO PATIO FLOOR TRUSSES, I1 III—III—III=111—I I1=111—III—I I ® , SLAB MIN. 24". _______ - BY OTHERS. II I =1 I I1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 11= ® �I a III—III—III—III—III=III=III=11 x IIII=111=111=111=111EIII=111=111= < III—III—III=III—III—III—III=11 ' „ II I I=1 11=1 I t=1 11=1 11=1 11=1 11=1 11= ADJACENT 4" ii �,, 11 8 CMU w/#4 or#5 VERTICALS II III—III—III=1 I I=11 I=1 I I=1 I I=1 I (� LU FLOOR TRUSSES, 11 @ EACH CORNER, EACH SIDE I1—III=I I1=111=1I1=1I1=1I1=111= z PATIO SLAB. II BY OTHERS. 11 OF EACH FOOTING ELEVATION �, C~!) II I I I=1 11—I 11=1 11=1 11=1 I I—I 11=1 I z CHANGE AND As FOLLOWS: II I I=III=III=III=III=III=111=111= 11 =111=1 11=1 I El I I—I I El I—I I I9 I D u 11 - UP TO 12 COURSES- 24" o/c I1 I I=1 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 1= LIJ II II - UP TO 13 COURSES- 16" o/c I"S;,"1=1 I 1=111=1 I LEI I 1=1 I 1=1 I 11 1' -I 11—I 11—I 11—I 11=111-1 11= � II 11 - UP TO 15 COURSES-8" o/c a I—I I I—I I I—I I II I I—I I1=1I z n II HOLD REINFORCEMENT 5" u -111=III=—III=III=III=—III-—_III CLEAN GW, GP, I o II II FROM THE FACE OF THE SOIL 11=111=I I I=1I1=I I I=11IEi I1=11I- SW OR SP FILL Cn 8" CMU w/#5 VERTICALS II 8" CMU w/#5 VERT CALS 11 SIDE OF THE STEM WALL. I 111=I I I=I I I=111=111=111=111=11 COMPACTED IN z o @ 24" o/c, GROUTS LID. o GROUT ALL CELLS SOLID. II I1=III=1 I I—III=III=III=III=III= 12" LIFTS. @ 24 o/c, GROUT SOLID. II _ i 11=III—III=III=III=III=III=11 00 II oo II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= II 11 11I I I—I 11—i I I—III=1 11=1 t 1=1 11—I I L O 11 I I—i I I—I 11=TI I-1 11=1 I II I Mi 11= r- u III—III=111=III=1I1=1II=Ei I—II00 u u II-111=111=111=111=1E 1=1 11=1II- I II I1 III=III=III—III=III—III=III=11 cf) u II—III=III=III=III=III=III=III= I I I—I 11—II I—I 11=1 11=1 11—II I—I I u u GRADE a 11=1 I►=1 I I—I I F3 11=1 I I=1 I I=1 11= lqj- — — u 111=III=III=III=111=111-111-11 ® O 11 II = =III-III—III= =111=111=111= II-111=111—III=111=111EIII=111= I. m II II 1=1 11=1 11=1 24�� I I—I 11=1 11=1 II I I I=1 11=1 11=1 11=1 11=1 i 1=1 11=1 I � �- -1 _I-1 11-111= 11 11-111-1 11=1 11=1 I(=1 11=1 11=1 11= 1=III=III—I M I N. =III=111=III=1 I I=1 I I=1 IW II 11 =111=III—III= �_ 10�, gip. a III—III=111-111=111=1I1= <t z I—III—III—III—I I —III—III—III—III—III—I I u -I I I—I 11-111=1 11= 'I 1=1 11=1 11=1 11=1 11=1 11= 11 " 1—I 11—I I I—►I —I II I=1 I— =1 1 1=111=111=1 11-1 :111—III—III—III-111111 I =III=III=III- II (3)#5's, CONT. _ u (3)#5's, CONT. C:)E __ __ I I—I I I—I I GI I—II I—I I I-111=1I I=1 I I= CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: "El lEEl11=111=1I I—I I1=111=111=1 I1=111— 30" WIDE w/ (4) #4 or(3)#5's I I I=I I I=111=111=111=I I I=I I I=I I I-I I I- 11=111—I I I-11I1=IIIHEI I1=111—I I I—III=11 (FOR BRICK VENEER, ADD 4 TO FOOTING WIDTHS SHOWN) 24" 2411 -11 I—I 11=1 I I—I I I A I I=1 11=1 I I=1 I I =1 11-1 11=1 11—I 11=1 11=1 11=1 11=1 11=III—I 11=1 I I—I 11=1 11=1 11-1 ';IIIII�IIIII�IIIIIilllll�lllll�lllllilllllilllllilllllilllllillllii�lliiiilllii' DETAIL A DETAIL C w DETAIL � :.. .:..:. : w �_ o w �- a.`�} (1) #5 HORIZONTAL, 311 LL w z z (1) #5 HORIZ 3NTAL, � Lul FLOOR TRUSSES, CONT. CONT. GRADE f- •� o BY OTHERS. BEND Vg RTICALS BEND VERTICALS ry� J INTO SLA MIN. 24�+. • HDR COURSE w/(1) Q L INTO SLAB I rn -----_-T= 24". _---_---- II #5 CONTINUOUS. 3 rn I v li F— II GRADE II II II � HDR COURSE w/(1) Z m II II II II #5 CONTINUOUS. > 2ply 2 x12 #2 SYP PT LEDGER II 11 II II rmYf ATTACHED TO CMU w/ (2) II II it ii uJ 0 ROWS OF 1/2"x6"TITEN II II II II U m 0- ® LL H D's @ 12" o/c. 11 11 96" II II II II II II u II 11 12" CMU w/#5 11 12" CMU w/#5 72 VERTICALS @ 16" REVISIONS II II i= II „ II 8" CMU w/#5 VERT CALS II VERTICALS @ 8 o/c. II @ 24 o/c, GROUTS LID. II BEND N INTO II o/c. BEND 6" INTO - II 8 CMU w/#5 VERTICALS II @ 24 o/c, GROUT SOLID. II II j II FOOTING AND 12" II �� FOOTING AND 12" 00 II u j u INTO HEADER II INTO HEADER TIE-BEAM. GROUT TIE-BEAM. GROUT ALL CELLS SOLID. i ALL CELLS SOLID. I I 11 II _ II GRADE 11 STRIP FOOTING GRADE II STRIP FOOTING DESIGNED BY: BAM u 11 a w/(4) #5 s ° w/(4) #5's II 12" CONTINUOUS 12" CONTINUOUS DRAWN BY: JCP II II II II II li ,I CHECKED BY: BAM p II 1611 1611 11 ii II u JOB NUMBER (3) #5's, CONT. II = = II (3) #5's, CONT. I —J o . LL__ 12" 8111 J6288 20° 8" :10" SHEET 24" 2411 24" 12" 24" FD2 DETAIL B DETAIL D DETAIL F PROJECT ENGINEER A.weee®�p•N. G ••N ,,''® 0 4 <• E 3•••'Q,r 64010 A :44/ •'s '. .tom ®_ •. ±i�n®s®�®eee ' 7/28/ 14 M IN G ❑ D WE TRUST CONCRETE CURB TO BE BUILT UP 0 OPTIONAL CONCRETE SILL TO BE TO FINISH FLOOR ELEVATION CENTER FOOTING ON LOAD (MAX HEIGHT=8"). � a BEARING WALL ABOVE. BUILT UP TO FINISH FLOOR 6"MAX. ELEVATION (MAX WIDTH = 6 , -�' 4" CONCRETE SLAB 4" CONCRETE SLAB 0 ,04 00 I MAX HEIGHT=8"). ° ~ C� �, VARIES, SEE ARCH. I ° ' 8" MIN. aA. L VARIES Q a ° a e� a _ _ _ .. 20 MAX. ° _, 20111 MAX. -'I I-I I Iml I I� �� 1. rrr _ II-III=III1 GRADE - - 45�-III—III—I I ❑ d' GRADE - I- - - - =1� ; .. ° o �12" M W. I=1 I I-1 I I-1 I I� -_-- - - ° i ° = =111=_ 1=1 I I- GRADE _ _ _ _ 45 Iii-I i I - - _ I I-I I 1 •�- -1I -III_ I I1=1 I_ ° ° rl I I_ III-12 MINI ICRETE SLAB _ _ 1=1 I I ° - _ 11-1 -I 11-111-111-, - 45� •° 45!i III I II I I I III 1 III- 4,1 COC0 I I II I I 1=1 11:12" MIN 11= . _� $„ -11 II I{I II I II 1112"i MINI I II i ° •° . •° III 1= 8" 1=- - - III-.°- , �,-.,, i 2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS &TRUSS TOP CHORD OR BLOCKING w/(3) .1310" TOENAILS. BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ 1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP CHORD. LAP SPLICES MIN. (2)TRUSSES. IN GO WE TRUST #2 SPF CRIPPLES @ 4' o/c PER SCHEDULE BELOW. ATTACH TO RAFTER w/ (3) .131x3" NAILS. i C) CV d 2X6#2 SYP 0) LID CRIPPLE MAX HT. r-----------------------------------------------------------, W ® 00 RAFTERS @ ..--- 00 24" o/c. 2x4 6'-3" I _____ I c\I ---------------------- 2x4 w/ 1x4 „TBRACE 9'-10" 1 00 2x4 w/2x4 T" BRACE ll'-2" *ATTACH#2 SPF"T"BRACE TO CRIPPLE I a- 0 w/.1310' NAILS @ 4"o/c. I I I I , I I (3) .131x3" TOENAILS @ I I I LL X ---------- 4 o/c MA CRIPPLE TO TOP CHORD I r------------ ------------ I r-------------------------------------------------------, I Z LL OR BLOCKING BELOW. I I I I 1 1 I I I I I I I I LLJ I I I I I I 1 1 Z (3) .131x3" TOENAILS @ i i I i i t w RAFTER TO 2ply I I I I I I I I D 2x4#2 SYP I I i L--------------------------- ---J I I W ROOF TRUSS VALLEY NAILER I I L---__ ------- __________________ ------J TTOP CHORDS. ATTACHED TO I I 1 1 Z ALL NTERSECTINGI I I I CI) IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP Z ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHORDS w/ (2) SPF BLOCKING BETWEEN ADJACENT .131x3" NAILS. I I I I ® LO r TRUSS TOP CHORDS AND ATTACH w/(3) I I I I }- I` .131x3" TOE-NAILS PER END. I I I I Z_ 00 I I I I CV VALLEY OVERFRAM I NG DETAIL 00 l u CL < I I I I 1 11 Q w I I II X z 0 ------ I I 111 LO I I I I r------ T-BRACE FASTENED TO I I I I I I I I I I II WEB w/ .131x3" @ 6" I I ITi I 1 II 0/C. T-BRACE TO BE I I r------ r --r- -'-T r-- SAME SIZE, SPECIES AND GRADE AS WEB TO BE BRACED. --- nI n n I 1 II v I lu z I I I I I ! II I I I I I 1 II I I I I II Q I I I I I 1 II I I I I I II W I I I 1 II W �— I I F I II I I I I II Q W SINGLE PERMANENT TRUSS BRACE I I J W W I— I I I 1 II 1 1 I 1 11 LO z I I I 1 II M Lo I I I it II I 1u I I I I II ® 0 Q I I I l u I 1 II (1) DIAGONAL BRACE OVER MIN. (4) - C!� y m U lz TRUSSES APPLIED TO BACK SIDE OFI I LL 7 L� WEB. CONNECT TO EACH TRUSS WEB i I ------------------------------ -- - _ - _ Z r w/ (2) .131x3" NAILS. INSTALL I I ------------- J 7 Q LL -------------------- I L DIAGONAL BRACES @ EACH END OF I I I APPLIED TO FRONT EACH CONTINUOUS LATERAL BRACE i i I I 11 N Q > 0 IDE F WEB LINE & @ MAX. 20' INTERVALS BETWEEN ENDS. 1 1 l i 14 rymw� n—� ��y/ 1 1 I I I U ('.1 LL 0° 1 I I I 1 4 1II1III REVISIONS CONTINUOUS LATERAL OVERLAP BRACE [GARAGE LOO BRACE QUANTITY AND SPLICES (2) LOCATION DEFINED BY TRUSSES, MIN. I I I TRUSS ENGINEER. CONNECT TO EACH TRUSS MEMBER w/ DESIGNED BY: BAM (2) .131x3" NAILS I i DRAWN BY: JCP I i CHECKED BY: BAM I I I I CONTINUOUS PERMANENT TRUSS BRACING I I I I I I I I 1 1 I I JOB NUMBER I I I I I I I CLI P/TIE/STRAP FASTENERS I I H2.5A (5) 8d COMMON x 1-1/2 PER END 6 II I J 288 H10 (8) 8d COMMON x 1-1/2" PER END I I I MTS L2 (7) 10d COMMON x 1-1/2" PER END t I j SHEET HTS20 (12) 10d COMMON x 1-1/2" PER END I i -----------I--- CS16 (10) 10d COMMON x 1-1/2" PER END Rpi IVIS (5) 10d COMMON x 1-1/2" PER END III j I MSTA18 (7) 10d COMMON x 1-1/2" PER ENDiIi TRUSS TO PLATE ROOF SHEATHING MS k24 (9) 10d COMMON x 1-1/2" PER END � ---___ ___J ' CONNECTION SCHEDULE PROJECT ENGINEER MST%36 (13) 10d COMMON x 1-1/2" PER END I ------------ ---- ' PANEL TO BE APPLIED WITH LONG DIMENSION 23 16d COMMON x 3-1/2" PER END (1) H2.5A or (1) SDWC15600 @ EACH ROOF TRUSS FLOOR LAYOUT PLAN PERPENDICULAR TO TRUSSES/RAFTERS A. MST-)0 (28) 16d COMMON x 3-1/2" PER END e TO TOP PLATE ON THE SHEATHED SIDE OF THE WALL FOR EXTERIOR WALLS OR TO THE STRAPPED THE ROOF LAYOUT INCLUDES THE FOLLOWING: INTERIOR ZONES END ZONES `®®``�Q ��C ENS�.'99.L®rte SPH4/6/8 (12) 10d COMMON x 1-1/2"TOTAL SIDE OF AN UNSHEATHED INTERI01l BEARING WALL . PERMANENTTRUSS BRACING SIZE ZONES 1 & 2 ZONE 3 `* 64010 A34 (8) 8d COMMON x 1-1/2" TOTAL UNLESS NOTED OTHERWISE ON THE PLAN. NOTE - . OVERFRAMING DETAILS 8d RING SHANK 8d RING SHANK STHD10 (28) 16d SINKERS ALL UPLIFTS HAVE BEEN CALCULA'fED BY ENGINEER ROOF SHEATHING SPECIFICATIONS EDGE FIELD EDGE FIELD = ° cr® OF RECORD. UPLIFT VALUES REPORTED BY TRUSS TRUSS TO TOP PLATE CONNECTIONS A STHD14 (30) 16d SINKERS SOFTWARE SHALL BE DISREGARDED. 7/16" 6" o/c 12" o/c 4" o/c 4" o/c O . 'o, ''a MEMBER CONNECTION SCHEDULE °�►Oiii , li�,��®®®` 44 7/2B/ 1 4 2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS &TRUSS TOP I CHORD OR BLOCKING w/(3) .131x3"TOENAILS. r__------ ----- BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ I-_____________I 1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP CHORD. LAP SPLICES MIN. (2)TRUSSES. -_______ - IN IN G ❑ D WE TRUST #2 SPF CRIPPLES @ 4' o/c PER _ _ T SCHEDULE BELOW. ATTACH TO _ - RAFTER w/ (3) .131x3" NAILS. -------------� 2x6#2 SYP CRIPPLE MAX HT. -� CV � 00 RAFTERS @ 0 00 24 o/c. 2x4 6'-3" I I 2X4 w/ 1x4 "T" BRACE 9'-10" I 1 1 r, < _I I I < � d' 2x4w/ 2x47,T.. BRACE 11'-211 _ '----- -- --- -----� �L-------------,� -- ---- ----------' -� i 00 ATTACH#2 SPF"T"BRACE TO CRIPPLE � J-=-==-------- ---=L=� = —T—=------ -----==LI1� w/.131x3" NAILS @ 4"o/c. �II 1 II III I ICc i I I 0 0 (3) .131x3" TOENAILS @ I 1 (� I„L X 4' o/c MA III I CRIPPLE TO TOP CHORD OR BLOCKING BELOW. g I I I I -a I I � � � w (3) .131x3, = �_ _ �^_ - - I I i �_ rr I I I I �-.- TOENAILS @ 1 i I U) RAFTER TO 2ply I j I I ��/ I I I!I I I I 2x4#2 SYP VALLEY NAILER Ip j � ll lilt � ROOF TRUSS iJlllI � Lu �CH TOP CHORDS. ATTACHED TOI / / < ALL =\�_ ------------- -- INTERSECTING 11 b --- _ - -_— ___ -- - 1 -- -_11 II II I I =__ // // Z � IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHORDS w/(2) SPF BLOCKING BETWEEN ADJACENT .131x3" NAILS. LO TRUSS TOP CHORDS AND ATTACH w/(3) .131x3" TOE-NAILS PER END. d q I I =__ /� Z 00 VALLEY OVERFRAMING DETAIL00 CL o `� "' I 1 1111 Q / 11 pl1 z _ — I'1 LII a- II � II (, II I 111 — --- VIII I IIII II / Id T-BRACE FASTENED TO I I I I U II II i i I f III II II I� 9 WEB w/ .131x3" @ 6" i i 1 lu I I u I I O/C. T-BRACE TO BE I I i Ill I I I I II 11 IIII d / SAME SIZE, SPECIES AND ! 1�8 GRADE AS WEB TO BE BRACED. II II IIII ii V n n ' I W 1 I� _ I I II II Y ^, L__ _ ! (2) Hl ! GIRD , N II v II It Z II IIIW - I � I III I I II II It I I I � � II II I I 11 it X tD Q V I II II I I pJ ' . 1 � I II � IIII II W - I I II III I I III •:.. LL LL 11 IIII IIS , . ,.. Iil ! _ -3 E ANENT TRUSS BRACE LE OW � � O SINGL I I ,J W W I— � I ! I 7 fi I I i L.L. L � N,i I: mm d II I W I'I; II Il I i I 1 w' (1) DIAGONAL BRACE OVER MIN. (4) I h� it it ) H i2Q'Ps GIRD II ------_- 1 I ( - m 0 LL TRUSSES APPLIED TO BACK SIDE OF LL.iLL WEB. CONNECT TO EACH TRUSS WEB II II p II � ■ ■ w/ (2) .131x3" NAILS. INSTALLLL DIAGONAL BRACES @ EACH END OF I II 11 p d APPLIED TO FRONT EACH CONTINUOUS LATERAL BRACE =_ ___ _ - LINE & MAX. 20' INTERVALS -- -- - _ 1 IDE F WEB @ _ O DOJO nn rr�� BETWEEN ENDS. m u.. � LL II uliu REVISIONS I I! a CONTINUOUS LATERAL OVERLAP BRACE— BRACE QUANTITY AND ' SPLICES (2) LOCATION DEFINED BY TRUSSES, MIN. I �'%� - a; I 1 TRUSS ENGINEER. CONNECT -- --- -- -- --- --- --- --- - - TOEACHTRUSSMEMBERw/ - -- --- --- --- -- --- --- --- --- -7i - -- -- -- -- I -- --- I - -- -- --- --- --- -- ---�--- 1 (2) .131x3" NAILS I— i i i DESIGNED BY: BAM II I ; DRAWN BY: JCP 1 _______________ _ _ i CHECKED BY: BAM �— —J I PERMANENT TRUSS BRACING ------------------------- CONTINUOUS I r I 1 JOB NUMBER CLIP/TIE/STRAP FASTENERS II 5 8d COMMON x 1-1/2" PER END I � I N FLOOR J6288 H2.5A O 1 H10 (8) 8d COMMON x 1-1/2" PER END I I MTS12 (7) 10d COMMON x 1-1/2" PER END __ _ I I I I SHEET HTS20 (12) 10d COMMON x 1-1/2" PER END CS16 (10) 10d COMMON x 1-1/2" PER END I I I R MSTA12 (5) 10d COMMON x 1-1/2" PER END I MSTA18 (7) 10d COMMON x 1-1/2" PER END TRUSS TO PLATE ' 1 ROOF SHEATHING i MSTA24 (9) 10d COMMON x 1-1/2" PER END CONNECTION SCHEDULE --� -- PANEL TO BE APPLIED WITH LONG DIMENSION PROJECT ENGINEER MSTA36 (13) 10d COMMON x 1-1/2° PER END O O R Q O® � I /� YO U7 PLAN I�1 1 ` L/`'� r /`1 I V 1 H2.5A or 1 SDWC15600 @ EACH ROOF TRUSS PERPENDICULAR TO TRUSSES/RAFTERS e�`�°1°°°°�l�i MST48 (23) 16d COMMON x 3-1/2 PER END MST60 (28) 16d COMMON x 3-1/2" PER END TO TOP PLATE ON THE SHEATHED SIDE OF THE r, ==_ _ WALL FOR EXTERIOR WALLS OR TO THE STRAPPED THE ROOF LAYOUT INCLUDES THE FOLLOWING: � QyP'�G E NS''Q'9y'®, INTERIOR ZONES END ZON S ., �:• �, F'•. ,��' SPH4/6/8 (12) 10d COMMON x 1-1/2"TOTAL SIDE OF AN UNSHEATHED INTERIOR BEARING WALL , . PERMANENT TRUSS BRACING SIZE ZONES 1 & 2 ZONE 3 d No 64010 UNLESS NOTED OTHERWISE ON THE PLAN. NOTE- . OVERFRAMING DETAILS ® � A34 (8) $d COMMON x 1-1/2"TOTAL ALL UPLIFTS HAVE BEEN CALCULATED BY ENGINEER . ROOF SHEATHING SPECIFICATIONS $d RING SHANK 8d RING SHANK = t STHD10 (28) 16d SINKERS EDGE FIELD EDGE FIELD OF RECORD. UPLIFT VALUES REPORTED BY TRUSS TRUSS TO TOP PLATE CONNECTIONS 7/16" 6" o/c 12" o/c 4" o/c 4"n °• STHD14 (30) 16d SINKERS SOFTWARE SHALL BE DISREGARDED. 10/c O • ••• w�; ,4 834 7T V/z R 10 P. goo MEMBER CONNECTION SCHEDULE O N Ak 7/28/ 1 4 ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS ------------- INTERIOR ZONES END ZONES SIZE ZONES 1 & 2 ZONE 3 IN G 1 D WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 4" o/c 4" o/c 0) Lo WALL SHEATHING o 0 T_ NOTE: SEE SHEAR WALL LEGEND FOR WALL oo SPECIFIC NAILING PATTERNS WHERE APPLICABLE O Q ---------------------- ---------------------------------- i NOTE: REFER TO PAGE CSD FOR ADDITIONAL cr 0� a) i I I I SHEATHING INSTALLATION INSTRUCTIONS. O , O _j X I I I I SW VERT. HORIZ. C) " I SIZE FIELD UQ < I I CALLOUT EDGE EDGE NONE 6" o/c 3" o/c (� z *I-----------------------� �-, r---------------------J '-------------------------------------� �� SW6 611 o/c (SEE --- I ---------------------- I r--------------------------------------------------------- 7/16 SW4 4" o/c PAGE 12 o/c E co l i i I I I I SW3 3" o/c CSD) Z) I I I I I I I I Lij LJj I I I I I I ALL NAILS TO BE 8d COMMONS (.131x2-1/2") z < I I I j I I I I L--------------------- ---------- i I * STUCCO OR DIRECTLY APPLIED STONE REQUIRES {n I L------------------- _ -_--__-----_-- i i THE USE OF 15/32 WALL SHEATHING. w , WINDOW SILL/HEAD ATTACHMENTZ 00 , I I I I O �- II OPENING WIDTH ATTACHMENT z co I 0-7' (4) .131x3"TOENAILS d O � (O0 a El El F-1D El �El O� ®�El �� 11'-16' (6) .13(2)3TOENAILS � � I 2E LL1 II I El Y 1 HEADERS I I I I I L '- a (2)2x6-1/2 L m 1 I GARAGE DOOR D.P. #OF PLIES NUMBER OF KING NOMINAL SIZE OF STUDS EACH SIDE I I I ____ __ +21.1/-25.3 r - i 1 1 BE4M TO AR I o I Y HEADER (#2 SYP) (RAISED HDR IF ------ I I � I I x I � 1 1 Q -- N NUMBER OF JACK LABELED "RSD". I I i--___--_ _- L I N NWA i r u STUDS EACH SIDE I I I I I I I I I I I I - I ) 1-3/ 'x18" L �- --- -- _- 1 -I � �Y STUD WALL LEGEND W --- --- , - -- -- -- ® =2X4#2 SPF @16" o/c. --- i I I - PF Z 0 0 0 I I I ® - 2x4#2 S @ 12 o/c. W I I 1 I Y 1 = 2x6#2 SPF @ 16" o/c. ❑ AT 's, 5o/c �' HGU 5.50/ MANIGER W/ e _ O @ / (8) 5� "x5" TEN H 's TO I I ® - 2x8#2 SPF @ 16 o/c. I � CM & (24 1)4"x /2' j p = OTHER, SEE PLAN uJ uJ I I SD SCBE TOB M I I N W El Y Y END-ZONES W �' II m i I i I I GARAGE DOOR D.P. ® W n/ >- ' 1 +19.9/-22.7 W Z j Q i I `r,° Y Y CORNERS IDENTIFIED & J W �--- I o u DIMENSIONED INDICATE ®� �� ' a/ 7 Q Y Y WALLS SEGMENTS WHERE ® rn L j Q I 11 END-ZONE PRESSURES SHALL L UJ J r APPLY TO COMPONENTS & 6 -6 ® W CLADDING. ALL OTHER AREAS ❑ O rn Y Y MAY USE INTERIOR-ZONE rrnn rr,, U 1 1 ® PRESSURES FOR uJ = m U Z ® COMPONENTS & CLADDING. Z . I I _ w El COMPONENTS & CLADDING JEq Z ii -------------------- ------------ • PRESSURES ® a] J WINDOW AND DOOR I DESIGN PRESSURES q OPENING SIZE OR INTERIOR END REVISIONS I I I TRIBUTARY E IN ZONES ZONES SQUARE F ) � Y O (-) ( ) (-) 0-20 23.5 25.5 23.5 31.4 _ I u 21-50 22.524.5 22.5 29.5 51-100 21.1 23.1 21.1 26.7 - I 101-200 19.9 21.9 19.9 24.5 GARAGE FLOOR ��as� I 201-500 18.9 20.9 18.9 22.3 DESIGNED BY: BAM I I > 500 17.5 19.5 17.5 19.5 DRAWN BY: JCP I I I I ALL THREAD RODS CHECKED BY: BAM I ' I LINTELS I " - QUANTITY OF#5 FIELD ATR =ALL THREAD ROD. i I I I ADDED REBAR AT TOP REFER TO DETAIL 7/TDD FOR INSTALLATION JOB NUMBER I I I I #5 FIELD ADDED I I I I OPEN BOTTOM L8F16-1B/1T DETAILS. I REBAR @TOP. LINTEL COURSE UNLESS NOTED OTHERWISE ON PLANS, ALL J 6 2 8 8 I a = LINTEL THREAD RODS TO BE 3/8". Lu 1-1/2 SHEET CLEAR NOM. WIDTH OVER . �. � W QUANTITY OF#5 FIELD i I I o "�_= w@ z FILLED W/ ADDED REBAR AT FR = o Z GROUT BOTTOM OF LINTEL GROUTS: _j w w l l i u a Q °- NOM. HEIGHT CAVITY ... i I j I f o O APPROVED LINTELS ARE TO BE - I I #5 FIELD ADDED oz QUALITY PRE-CAST OR CAST-CRETE REBAR @ BOTTOM Z _ I I I I I FP=0JJElCT ENGINEER I I I III OF LINTEL CAVITY �114Ifill PRECAST OR REINFORCED/FILLED CELLS 0 °`'r� A• A40*,*II NOMINAL PRE-STRESSED LINTEL PLACED AT ®®QyP*�CENs�c'-�9�'d' L_-_--_---- -J WIDTH UNLESS OTHERWISE SPECIFIED,THE FOLLOWING TOP OF OPENING. SCHEDULE SHOULD BE USED FOR ALL o 64010 REINFORCED/FILLED CMU CELLS = 9 • EACH CORNER • EACH SIDE OF EACH OPENING, U.N.O. STRUCTURAL PLAN =oT•. • TYP. LINTEL CROSS SECTION • EACH SIDE OF WALL HEIGHT CHANGE •< R ,pa s AT POINTS NOTED ON PLAN SCALE: 1/4"=1'-0" 'si`sS • '• soy, N.T.S. . SPACING PER DETAIL K/FRD >i��Ia„YALE `% 7/2B/ 1 4 ROOF SHEATHING I--------------I PANEL TO BE APPLIED WITH LONG DIMENSION f--------------{ PERPENDICULAR TO TRUSSES/RAFTERS -------------� ---------_-_ INTERIOR ZONES END ZONES f------------- SIZE IZONES 1 & 2 ZONE 3 IN 130D WE TRUST ------------- 8d RING SHANK 8d RING SHANK __________- EDGE FIELD EDGE FIELD -__________ o/c 7/16" 6" o/c 12" o/c 4" o/c 4" (1) MSTA18 @ EACH (1) MSTA18 @ EACH -� (1) MSTA18 @ EACH (1) MSTA18 @ EACH O � 0 PORCH HDR TO 4x4 PORCH HDR TO 4x4 - PORCH HDR TO 4x4 PORCH HDR TO 4x4 WALL SHEATHING Lo Ltd F>ma 0000 #2 SYP PT POST w/ #2 SYP PT POST w/ -------------- #2 SYP PT POST w/ #2 SYP PT POST w/ (1) ABU44 @ BASE. (1) ABU44 @ BASE, j j (1) ABU44 @ BASE. (1) ABU44 @ BASE. C� NOTE: SEE SHEAR WALL LEGEND FOR WALL 00 SPECIFIC NAILING PATTERNS WHERE APPLICABLE .-. ------------------ ______________ __________________ ISI NOTE: REFER TO PAGE CSD FOR ADDITIONAL pIJ L=- _ o III III o i I SHEATHING INSTALLATION INSTRUCTIONS. ® ® , (1) 1/2 ATR. I, (1) 1/'2 N III �I I N j SIZE SW VERT. HORIZ. FIELD III III _ ATR. I I CALLOUT EDGE EDGE L_ --_- _ _ --__-__----_-_---__- -- -_ - _---_ --_-_ --- _ ■®■ ■ i j NONE 6" o/c 3" o/c P. ... w ■■ ■■■ ■■■_ ■■A i _ 1 al ■■■' -- 0 _ I = _ _-� -- - - - -__- �'__ __ - I. i i 7/16,* SW6 6" o/c (SEE 12„ o/C __ - u 11 =_= t I SW4 4" o/c PAGE (2)2x6] /2 I 10= 1 II (2)2� 6-1/2 I I IiI I® I I ,� CSD I II II ,i t 11111® I I SW3 3 o/c ) W � . ! I 11I " III = x II ills I I _ T _ — u II �� N I I ul I it i (.131x2-1/2" ) Q ALL NAILS TO BE Sd COMMONS • 7 I Ii 11 ® / � ----------- -- �� ,� * STUCCO OR DIRECTLY APPLIED STONE REQUIRES � _ - --- --- -- -- II II =-_ • �� THE USE OF 15/32" WALL SHEATHING. • I � IIII . Lij " ® ; N 2x12T /2 �)2x 2-2/2� Lo WINDOW SILL/HEAD �. d4 /� 00 ti 11 11 =-_ ATTACHMENT I 11 -- — O I _ _—711 I FF-, (1) ATR �' 0- coS I !! I ISI GIRDER. 1 ' �� OPENING WIDTH ATTACHMENT tlR's 4�\o/ (2 x4-1/ �' 0-7' (4) .131x3" TOENAILS ® 00 II 7'41' (6) .131x3 TOENAILS Itu I� � ii � �� d = __� `_ � _--' (2) A34's � i.1J 1/1 � 2�1 x4 POS � I I °I I 1 1 2" = O @ IRDER. N �I IIII ( ATR. HEADERS L 1 � �' II V -- I_ II r (2)2X6-1/2 CL or— I tl I II # OF PLIES NUMBER OF KING N 2 H 20 s GIRDE � u � � I NOMINAL SIZE OF STUDS EACH SIDE I I II TO 3 2x4 F POS I I II I I I I Y I d• HEADER #2 SYP RAISED HDR IF it ( ) � III I x 1 I w/(1) DJAC NT AT „ „ g NUMBER OF JACK LABELED RSD . i I STUDS EACH SIDE STUD WALL LEGEND W I I I I S I I ATR' @ 3' a c � _ ! I'I I 1 t I II i ii II i II ■ = 2x4#2 SPF @ 16" o/c. __ 2x4#2 SPF@12" o/c. I 1 II I I I w 2x6#2 SPF @ 16" o/c. I 1 t R'S @ ' ' o/c -- I ® = 2x8#2 SPF @ 16" o/c. -- I n OTHER, SEE PLAN I I I 1 I III u.l N '� "�' END-ZONES I I _ c ____ L_ I I ® �•�/ Lj CORNERS IDENTIFIED & ®■■ ®■ 1 , � Iij , If` 1 W W I I II 4I DIMENSIONED INDICATE .... Q r, II IIII WALLS SEGMENTS WHERE ® Z I B 1 rrnn UJ - J u l =_ _� x END-ZONE PRESSURES SHALL L - I _ N I L I � 1 _ _ ,:, I j 1'j l APPLY TO COMPONENTS & 6 -6 ® m IL IF ". I _ I CLADDING. ALL OTHER AREAS ® u.l ! I p 3) H O's GIRDE p 1 MAY USE INTERIOR-ZONE rrnn rn I I 0 y112x #2,4F II - (1) 5/8' PRESSURES FOR UJ U U ! (1) 1/2 I SPIT ir (1) 1j L _ - == =�=�___ COMPONENTS & CLADDING. z �•-• z I ;, ADJ NT 1, 2"ATR. - - _-______- . . • ■ —� ATR. � 1 � ( �) 1-3/4 x11-1/4" LVL-4V:! _ ___ (2) x8-1/2 e (2) 8-1/Z (2) 6-1/2 �� COMPONENTS & CLADDING Z __ _ NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO < 411 TRUSS w/8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING 3" o/c. 8d NAILS @ 3" o/c. TRUSS w/8d TRUSS w/8d TO BLOCKING WITH ROOF SYSTEM ROOF SYSTEM i I I I i I I I NAILS @ 3" o/c. I I NAILS @ 3" o/c. o/c 8d EDGE 2x4#2 SYP ROOF SHEATHING 2x#2 SYP i i i NAILING SPECIFIE BLOCKING. ( ) ENGINEERED—�-' —�J I ENGINEERED CONTINUOUS FROM 7/16 THICK(MIN. SEE FR SHEETS ROOF SHEATHING ROOF TRUSS. I I ENGINEERED I I �� I I ENGINEERED ON PLAN. (SEE FR SHEETS) IN G ❑ D WE TRUST i t I I ��I TOP PLATE OF �,,.1 I I I ATTACH EACH BRACE ROOF TRUSS. I I ROOF TRUSS. i I SHEATHING I I ROOF TRUSS. TO TOP/SILL PLATE w/ SHEATHED-WALL TO (4) .131x3" NAILS. I i ADJACENT TRUSS. 2x4#2 SYP NAILER 'I ATTACHED TO I I CLIP TRUSS/RAFTER I I CLIP TRUSS/RAFTER PER PLAN TO ATTACH EACH i I 2x MUST MATCH OR i I NAILER, TOP PLAT i I PER PLAN TO ' ATTACHED TO �_ �T C!1 I I I EXCEED LENGTH OF I AND BLOCKING w/ i I ATTACH SHEATHING FOR STUCCO OUTSIDE FACE OF TOP PLATE (SEE NOTE A TOP PLATE OUTSIDE' ACE OF �-TOP PLATE (SEE NOTE A -TOP PLATE 0) Lo BRACE TO EACH I I 2x4#2 SPF LEDGER NAIL TRUSS I TRUSS BOTTOM FOR ADDITIONAL EXTERIOR WALL FOR ADDITIONAL ® co TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHORD SHEATHED-WALL. CHORD w/ .131x3" 8d NAILS @ 3" o/c. TO UPPER TOP FINISH: PROVIDE EXTERIOR WALL N op ATTACH B.C. OF NAILING REQUIREMENTS NAILING REQUIREMENTS M CHORD w/(3) i I w/(4) .131x3" NAILS @ TO 2x BLOCKING �-L.- NAIL 2x BLOCKING TO NAILS @ 3" o/c. PLATE WITH o/c 8d 2x BLOCKING @ •� TRUSS TO TOP EDGE NAILING 16" o/c FOR 15/32" AT SW3/SW4 SHEAR FULL HEIGHT WALL AT SW3/SW4 SHEAR I 131x3" TOENAILS. EACH INTERSECTING w/ .131x3" NAILS TOP PLATE w/.131x3" PLATE w/ .1310" WALLS) SHEATHING (SEE WALLS) co TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. SPECIFIED ON PLAN. SHEATHING FRAMING„PLAN 2x4#2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3” o/c. APPLIED d `�" 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25" MAX. � � INTERIOR FOR SIZE AND CSD EXTERIOR WALL INTERIOR BEARING C5 VERTICALLY. STUDSOS ALL SHEET FOR 16 MAX. BEARING WALL STUDS -SEE WALL STUDS- SEE I]'_ LENGTH. WALL ARE AT STUDS - SEE DETAILS) FRAMING PLAN FRAMING PLAN � DIFFERING HEIGHTS. FRAFORISIZE ING PLAN FRAMING PLAN FOR SIZE FOR SIZE LL. OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 FULL HEIGHT WALL FOR SIZE SHEATHING (SEE FLOOR SHEATHING !!' SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL SEE PAGE CSD FOR SHOE SEE PAGEsCSD FOR OVER ADHESIVE FRAMING PLAN PLATE ANCHORS. WALL SHEATHING _ PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6 IN HEIGHT FOR SIZE AND CSD TO RIM BOARD _ F-- DETAILS)SHEET R �-SHOE PLATE SHOE PLATE ATTACHMENT. i `"� SHOE PLATE -SHOE PLATE D A/FRD SHEATHED WALL TIE—IN DETAILS (ROOF TRUSSES) — ° 1" OSB RIM BOARD. I �( LU ----v1�-FOUNDATION -SEE FD SHEETS - TOENAIL TO 1st - - - - - 2x4 PLANK ORIENTED FLOOR TOP PLATTE '"'-f -�--�_ C� NAIL FLOCOH SH A HING ATTACH FLOOR NAIL FLOOR BRACES @ 48" o/c. 1—STORY WALL SECTION w/ •131x3" NAILS @ �----/ TOP PLATE TOP PLATE TO SHEATHING TO TOP ATTACH TO TOP CHORDS 6" o/c. } SHEATHING TO 2x4#2 SYP w/ (4) 10d TOENAILS) TRUSS w/ 10d NAILS @ CHORD OF FLOOR 3" o/c. PANEL EDGE BLOCKING TRUSS w/10d WITH 10d NAILS @ 3" o/c. ATTACH FLOOR FASTEN FLOOR DECKING FULL HEIGHT WALL FLOOR SYSTEM o ti NAILS @ 3 o/c. SHEATHING (SEE FRAMING ATTACH EACH BRACE SHEATHING TO 2x4 TO LATERAL BRACE w/(4) PLAN FOR SIZE AND CSD Z 0 TO TOP/SILL PLATE w/ SEE BLOCKING #2 SYP PANEL EDGE 10d COMMON NAILS. SHEET FOR DETAILS). EXTERIOR WALL INTERIOR BEARING 5 tV ENGINEERED (4) .131x3" NAILS. PANEL DETAIL BLOCKING WITH ENGINEERED STUDS- SEE WALL STUDS- SEE �. M 10d NAILS @ 3" o/c. FLOOR TRUSS. I FRAMING PLAN FRAMING PLAN --� FLOOR TRUSS. i i SHEATH FLOOR TRUSS ADJACENT I 2x4 DIAGONAL BRACE @ FOR SIZE FOR SIZE TO SHEAR WALLw/7/16" RATED I 48" o/c. ATTACH FLOOR SHEATHING TOP PLATE 0 do do ATTACH B.C. OF DIAGONAL BRACE TO ATTACH EACH SHEATHING ATTACHED w/8d EDGE NAILING FIELD NAILING SIZE 2ply 2x (MATCH WALL STUD) SEE PAGE CSD FOR SHOE TRUSS TO TOP PLATE o BRACE TO EACH NAILS @ 3" EDGE & 12" FIELD. ENGINEERED 7/16" RATED LATERAL BRACES w/(4) SIZE PLATE ANCHORS. FLOOR TRUSS. w/ .131x3 NAILS @ W 10d COMMON NAILS AT 10d COMMON 10d COMMON GRADE #2 SYP TRUSS BOTTOM BLOCK ALL PANEL EDGES. SHEATHING 3" o/c. EACH END. 23/32" 6" o/c 6" o/c NAIL 2 ROWS OF .131x3 NAILS @ 12 o/c O CHORD w/(3) SHEATHING LENGTH TO MATCH ATTACHED O " .131x3" TOENAILS. SHEAR WALL LENGTH. w/8d NAILS EXTEND WALL PATTERN STAGGERED. SHOE PLATE ~ _ @ 3" o/c. SHEATHING TO 2x4 PLANK ORIENTED LAP PLATE ADDITIONAL 2x4#2 SYP FLOOR TRUSS TOP BRACES @ 48" o/c. MATCH SIZE, GRADE & QUANTITY OF ALL 2nd LAP MIN. 48 w/(24) .131x3 NAILS IN LAP p II 2x4#2 SYP BRACES @ TOP PLATE ABOVE ATTACH PANEL EDGE 2x4#2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF FLOOR MULTI-PLY STUD COLUMNS w/ 12" o/c ALONG WALL SHEAR WALL. ATTACH BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE BLOCKING IN FLOOR SYSTEM AND w/ 1st SHOE PLATE --tl�-FOUNDATION - SEE FD SHEETS -��- LENGTH. TO TOP PLATE w/ PLATE w/.131x3" AT ALL PANEL CHORD w/8d NAILS w/ (4) 10d NAILS. FLOOR LEVEL STUD COLUMN, U.N.O. �� EDGES. .131x3 NAILS @ 3 o/c. TOENAILS @ 3 o/c. @ 3 o/c. GRIZE 2x D #2 SYP(MATCH ONLL CONCRETE) 2-STORY WALL SECTION BLOCKING PANEL DETAIL NOTE A: TIGHTEN NAILING TO 6 o/c STAGGERED GRADE ( ) OPTION #1 OPTION #2 OPTION #3 OPTION #4 AT ALL WALLS LABELED SW3/SW4 OR ATTACH NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO TRUSSES SHEATHED WALL TIE-IN TO EX,PERIOR WALL-TRUSS/JOISTS WALL SHEATHING TO UPPER PLY OF TOP PLATE. BOARD WITH .131x3" NAILS @ 8" o/c. PARALLEL EACH SIDE PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL TO WALL W U B FRD SHEATHED WALL TIE—IN DETAILS FLOOR TRUSSES) � ,fr K/FRD TYPICAL WALL SECTIONS W 12" 12" =, 2x BLOCKING @ ALL ROOF SHEATHING PANEL EDGES Q O RATED VINYL CEILING OVER 1x4#2 SYP OR 2x4#2 SPF WITHIN 4' OF END OF GABLE. PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) 12" 12" 4 ri;<. IF DISTANCE FROM SUB rrnn .131x3" NAILS TO EACH INTERSECTING TRUSS. 1 OPTIOIy 1 2x6#2 SYP BRACE. LOCATE @ PEAK FASTEN ALL ROOF SHEATHING TO ALL FRAMING uJ r 1 SPH @ LCl . ER ; FASCIA TO 1st OUTLOOKER O V 4' EACH SIDE OF PEAK, AND 6' o/c MEMBERS w/8d"'66MMON NAILS @ 4" o/c EXCEEDS 32", DOUBLE 1st n/ W TOP PLATE TO WITHIN 4' OF END OF GABLE RAKE. LL THEREAFTER. BRACE TO ATTACH TO � OUTLOOKER ONLY. 1 DOUBLE END MID-PT OF.BLOCKING EACH END. 02 MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. 2,� �.� } POST. 2x4#2 SYP OUTLOOKERS"•: W J ADD 2x4#2 SYP T-BRACE TO ANY BLOCK ALL UNSUPPORTED PANEL EDGES. -�" 1 k @ 24" o/c (MAX RAKE = 24" o/c w/(1) H2.5T @ 0 W — BRACE GREATER THAN 9 IN LENGTH EACH TO TOP CHORD OR TOP PLATE. FASTEN J W LL % BOLTS NAILS w/ .131x3" NAILS @ 6" o/c. W 2„ OUTLOOKERS TO FIRST FULL HEIGHT TRUSS TOP I- O3 MIN. w/ 3/8" SHEATHING w/6" EDGE 12" FIELD 8d ATTACH LOWER TOP OPTION 2 CHORD w/(3) .131x3" TOENAILS. ADD 2x -� LI. rn Z f NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. SOLID SAWN (SYP) HEADERS PLATE TO ADJACENT (1) CS18 HORIZ. @ �' I BLOCKING BETWEEN ALL OUTLOOKERS ABOVEIT J �- uJ W ATTACH BLOCKING TO TOP OF EXTERIOR I WALL TOP PLATE 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. WALL PER OPTION 1 OR LOWER TOP PLATE TO " I TOP PLATE/CHORD TOENAILED @ 6" o/c. m rn I I &TO PORCH HDR w/.131x3 NAILS @ 6 o/c. 2. NOT REQUIRED AT 2x##2 SYP BLOCKING IN W Lo ELEVATION VIEW Q CORNERS OR INTERIOR HIGHER WALL. (9) I I SCL LUMBER (LSL, LVL, PSL) � rn r�1 I I WALLS. 10dx1-1/2" NAILS EACH ` u, = m U u I I 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS 0 12d NAILS. W 7 I I PORCH CEILING OPTIONS (SEE SIDE OF JOINT. I I I I I I I GABLE END TRUSS. L i 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER)- (3) ROWS F 12d NAILS. I I I I I I I SLOPE TOP PLATE I I I I L !- 2x4#2 SYP BLOCKING @ I I I I r 2x "L" BRACE @� TO MATCH ROOF I I I PLAN FOR ALLOWABLE OPTIONS) 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. I I I I I I I I I I I e I� • • -� .- A BRACE LEG ATTACHED TO I I I I I I I I PITCH. z Q PORCH SHEATHING DETAILS TOP CHORD w/(3) �i �i II 1 I� VERTICAL WEBS,AS �1 SPECIFIED BY DELEGATED 131x3" NAILS. I I I I I I I =I, TRUSS ENGINEERING, I I I I I ® ry� J -t II II II � II II II W J E/FRD BM/HDR CONNECTION DETAIL G/FRD PLATE HEIGHT BREAKS II it I II WHERE APPLICABLE. II II II 3"o/c 8d NAILS. I I I I I I i t I I I I I I 13 "•= WALL SHEATHING —�- II it II II U m � Q V- NO HORIZONTAL I I I I I a JOINTS ALLOWED. �� II II II II (SEE FR SHEETS) II II II II 3"o/c 8d NAILS. ATTACH SHEATHING TO TOP PLATE w/3 o/c 8d I I a I I ",ATTACH BOTTOM I I I I I I u NO HORIZONTAL �� I I I I I I I I I I I I •••••• CHORD OF GABLE � I �I �I REVISIONS NAILING &TO HDR w/,(2) ROWS OF 6 o/c 8d NAILS. ---� ----�-----�-----� JOINTS ALLOWED. IF> 16", ADD HEADER ----- ----- ----- —TRUSS TO TOP'/SILL CRIPPLE STUDS PER PLAN _ 3"o/c 8d NAILS. _ 3"o/c 8d NAILS. SHEATHING TO HEADER @ 16 o/c. 2x6#2 SYP FLAT BLOCKING @ PLATE w/ .131x3" ATTACHMENT BRACE LEG. ATTACH TO EACH TOENAILS @ 6 o/c. 2x BALLOON FLUSH HEADER DROPPED HEADER _ _ . . TRUSS BOTTOM CHORDS W/ EXTERIOR STUD WALL FRAMED STUDS, START PANEL EDGE • • NAIL LEAD KING STUD TO (4) .131x3" TOENAILS. PER PLAN SEE PLAN _ DROPPED OR PLATED PORCH HEADER SHEATHING OPTION @ INSIDE of JACK • • HEADER E TOENAIL PER 'STUD(S)*. SCHEDULE BELOW PLATFORM FRAMED OR r BALLOON FRAMED THIS DETAIL APPLIES TO PLATED PORCH HEADERS OR PORCH HEADERS DESIGNED BY: BAM SUPPORTING WALL FRAMING ABOVE. IF THIS DETAIL IS FOLLOWED, THE TOP KING TO HDR NAILING L/FRD TYPICAL GABLE END DETAIL PLATE TO HEADER STRAPPING IS NOT REQUIRED AS SHOWN ON DETAIL 6/TDD. r �. SIZE 131x3" NAILS DRAWN BY: ICP = ATTACH HEAD �� TO JACK STUD 2x BLOCKING FOR M 2x4 (2) PER PLY T i �r �+ ARCH WINDOWS = 2x6 (3) PER PLY CHECKED BY: BAM � - SCHEDULE ON PORCH HEADER PORCH HEADER ��,�� ' FR SHEETS. w/ (2) .131x3" 2x8 (4) PER PLY PER PLAN , ,� NAILS/END. 2x10 (5) PER PLY 144 JOB NUMBER PER PLAN , 9-1/4" (5) PER PLY 1 MTS12 OR NAIL SHEATHING TO O i1 6 2 8 8 - HEADER ABOVE EACH ATTACH SHEATHING 9-1/2 (5) PER PLY (1) MSTA18 .131x3 NAILS 6°o/c POCKET PORCH JACK STUD PER TO LEAD JACK STUD, 2x12 (6) PER PLY STRAP @ EACH HEADER INTO SCHEDULE BELOW*. 11-1/4" (6) PER PLY CORNER OF SHEET NOTCH PORCH HEADER I WALL AS SHOWN. HEAD PLATE &SILL 3" AROUND TOP PLATE I PLATE w/ PRESCRIBED 11-7/8" (6) PER PLY CHIMNEY TO AND POCKET INTO SHEATHING TO HDR NAILING* ATTACH SILL TO EDGE NAILING EACH 14" (7) PER PLY RAFTER/TRUSS ` WALLAS SHOWN. SUPPORT PORCH SIZE ._131x3" NAILS JACK STUD SIDE OF OPENING. 16" (8) PER PLY 2x4#2 SYP BLOCKING TOP CHORD FRD HEADER w/ (1) 2x PER 2x4 (2) SCHEDULE ON 18" (9) PER PLY BETWEEN TRUSSES OR 2x4 SUPPORT PORCH PORCH HEADER PLY. 2x6 (3) BELOW CHIMNEY BLOCKING FR SHEETS. PROJECT ENGINEER HEADER w/ (1) 2x PER 2x8 (4) WALLS w/ (4) .131x3" BELOW. OPTION 1 PORCH HEADER PLY. TOE/END NAILS AT °°�t�stre® OPTION 2 2x10 AND DEEPER (5) EACH END OF es`'°N A. MU'1,0 a (NON-PLATED ) (PLATED PORCH HEADER) BLOCKING TO TOP CE�N PORCH HEADER ®® Q`.��,� SF'•.'9 os *IN LIEU OF THE SHEATHING TO CHORD OF TRUSS OR e moi; HEADER ATTACHMENT DETAILS RAFTER. ROOF TRUSS ®* v• 64010 TOP CHORDS, SHOWN, IT IS ALLOWABLE TO STRAP PORCH HDR / WALL INTERSECTION DETAIL EACH JACK TO HEADER w/(1) CS16. ® �o C/FRD PORCH DETAILS H/FRD TYPICAL OPENING DETAIL NOTE: WINDOWS)/DOOR(S)TOBEATTACHED TO FRAMING MEMBERS IN ACCORDANCEw/APPLICABLE M/FRD CHIMNEY OVERFRAMING N/FRD EXTERIOR CORNER DTL ®NAS MANUFACTURER's INSTRUCTIONS. 7/2 8/ I 4 i J 1/2"x12" TITEN HD's @ EACH SIDE OF EACH OPENING, WITHIN 6" OF EACH KING IN G ❑ D WE TRUST POST, EACH SIDE OF EACH SHOE PLATE SPLICE AND @ 1-3/4" 24" o/c THEREAFTER w/ ACH TRUSS TO TOP PLATE ATTACH SHEATHING 3/8"x6" TITEN HD's @EACH 3"x3"x1/4" WASHER. 00 Lo N Lo ATT ") —�IIi!►--III!II!!�•••••••••IIi!!I!! \+IIIi!--- ! '--- --=------- - � -- !�! SIDE i OF _EACH C-I II H-TIOII-P-EN_INGI III TI !i I - W!J 0TO BLOCKING WITH , ❑'�Qv CLIP (PER PLAN) ON THE o/c 8d EDGE <4" ATTACH SHEATHING WITHIN 6" OF EACH KING �,SHEATHING SIDE OF WALL NAILING SPECIFIED TO SHOE PLATE POST, EACH SIDE OF EACH � OVER SHEATHING. ON PLAN. 2x4#2 SYP WITH o/c EDGE SHOE PLATE SPLICE AND @ O 00EXCEPTION BLOCKING. ONTINUOUS WALL NAILING SPECIFIED 1-1/8" LSL 1-3/4" 24" o/c THEREAFTER w/ ON PLAN. �- oHIGH UPLIFT CONNECTIONS ATTACH SHEATHING STUD. RIM-BOARD. " " " WHICH HAVE A STRAP WHICH � BYPASSES THE TOP PLATE AND TO BLOCKING WITH i Io/c 8d EDGE <4" ATTACHES D I R ECTLY TO THE NAILING SPECIFIED 2x4#2 SYP U- 2x4#2 SYP " oc dEDGE SUPPORT POST BELOW. BLOCKING. LL. ON .ON PLAN. 3 o/c EDGE BLOCKING. NAILING. -STORY NAILING. INTER Z ATTACH SHEATHING SPLICE. RIM-BOARD TO TRUSS END SPLICE. (1/2" G 3 o/c 8d EDGE VERTICAL w/8d 3 o/c EDGENAILING. SHEATHING SPLICE- ' _ w 0COMMONS @ 3 o/c 'NAILING.THICKNESS ATTACH TRUSS TO AND STRENGTH Z ATTACH SHEATHING TOP PLATE CLIP (PER ATTACH SHEATHING ATTACH SHEATHING AXIS ORIENTATION TO UPPER TOP TO UPPER TOP ATTACH SHEATHING UPPER TOP PLAN) ON THE PLATE WITH o/c AS WALL o SHEATHING SIDE OF PLATE WITH o/c 8dPLATE WITH o/c 8d WALL BENEATH EDGE NAILING EDGE NAILING SHEATHING. TO UPPER TOP EDGE NAILING SPECIFIED ON PLAN. PLATE WITH o/c 0 0 SPECIFIED ON PLAN. SHEATHING. SPECIFIED ON PLAN. EDGE NAILING SPECIFIED ON PLAN. Lo 00N HIGHHEELTU5S (> 24 MONOLITHIC FOUNDATION STEMWALL FOUNDATION IL co HIGH HEEL TRUSS (6-24STANDARD HEEL (<6 OCwct wz CD Lo A/CSD TRUSS TO PLATE CONNECTION B/CSD INTER-STORY S-LICE C/CSD RIM-BOARD SPLICE D/CSD SHOE PLATE ANCHOR DETAIL j 11 3" o/c 8d EDGE 3" o/c 8d EDGE A G A G NAILING. NAILING. 8d EDGE SPACING --TT---- ----- — W IT-___ I 71 ____I8d EDGE SPACING —IT---- - 71--- TiI I —Ti I !3/4"PER PLAN. LL---- 3/4PER PLAN. -T--- ------ 7 ATTACH SHEATHING ATTACH SHEATHING Z SHEATHING SIZE%I 3/8„1 _ __-___--_-- -_ ----- , I ---I-!! I!71 1I----- --1I fI I-I! I----=T! =s1i!\III`\--_I�I __TI iI!!III•II•�___-•••'•!I!!III�___-�__-�___-i!IIII -----'-II1I II1—III!I'IIIII—• -- ' -II!!I-'IIIII,III•II„_-I!I!I II!! �_IIi II -IIIII'iI!II-----__-LLL--- r.1 _II __-- I!I �t�,, , !-_--�1 --_�II!III I1I!!II'•IIIII1 LI!!III-.• _-_-.---JI!IIIiIIIfII•�I!III iIIII l! _�--I!III/.-.''''!�!!I!I!I `-_IIIII _-_-_J�1IIII!I IIIIII•!III!I�IIII!I1 __ --!!I!I!I!IIII!I1.I!II1-I!I!I I!I __-J-!!!!i!!!!I!I TO UPPER TOP - I!II!II!!III!II''IIII!III!Iii!I TO CUPPER TOP WLLr=.L W& ATTACHME ❑LWU❑L] �Z❑U JE P PLATE WITH 3" o/c PLATE WITH 3o/cPER8d EDGE NAILING. 8d EDGE NAILING. F G 6” o/c 8d FIELD 8d EDGE NAILING NAILING. LL 6" o/c 8dFIELD 8d EDGE NAILINGNAILING. SHEATHING SIZE W A G PER PLAN &ATTACHMENT C)JL ___ PER PLAN. F F71 -_ -1T----T - -TI-----IATTACH SHEATHING SHEATHING G W Lo TO SHOE PLATE ATTACHTO SHOE PLATE SHEATHING I TO UPPER TOP WITH o/c EDGE 8d WITH o/c EDGE (QW NAILING SPECIFIED NAILING SPECIFIEDPLATE WITH 3 O/C ON PLAN. + ON PLAN.SHEATHING SIZE 8d EDGE NAILING. x / � 1! I,- ----- - -______ ____& ATTACHMENT __ - ---- ——— —— ——— ''� I!!!I!I I I!! -- ,--1II!II!I!IIII!IIiIi'II!II!III'''''II!II!I!I Ii I!Il IIi r II!II!IIi 1---E--F---II!!iiI!IiIIi!IiIIiII''Ii!II!I'II'''''III!l!I!L ItI II!ItI tII It!IIIIiI' --��IIIII�--!!!!!i'!!!!!It!I I I~III i!I `;IIIII---1!I!I!IIIIIIiII iI'II!!'I!II!''.''!'I!II!IIIII It Ii I II!!II!I!1- --1IiIIII!I IIIiIII'III!'II!!II''•'I'I!II IIi II't I II III!II!!II ----'!''�'!'I,, PER PLAN. II II II! I I!I II GB, --_-�I!IIItII II"II•IIIIIlII�I!I I - F-—II!IItII IIIIi!•II!II!IILI II It! _-_-_-I!!II -�''!II-I /--I!I!! _-_--J-IIiIII1 iII!•IIIIII1IL-i II! -_-D_--_--J_IIIIIIIIiIII-_IIIIIIIIIi_I II -__--_ 6" MIN. -IrIIIIII!i!IIIII II--''IlIIIII I! iI III III --------i ' .ie• vauZ ATTACH SHEATHING J . TO UPPER TOP 6" MIN. PLATE WITH 3° o/c --- - --- -- -I ----� T_ _ -? --IT- ____ 1_ TEDGE N 71 TI ❑ mm - - s 1QF° ! • .' 9 aj❑_ _ _ _ _ 1 II ATTACH SHEATHING M 0 L3 ATTACH ATTACH SHEATHING! I I 6" o/c 8d FIELD6" o/c 8d FIELD . NAILINNAILING. SHEATHING SIPLATE WITH o/c 8d PLATE WITH o/c TO UPPER TOP TO UPPER TOP 'j I & ATTACHMENT EDGE NAILING EDGE NAILING (7REVISIONS PER PLAN. SPECIFIED ON PLAN. SPECIFIED ON PLAN. 8d EDGEI I I I'I I I8d EDGE I I'i NAILING PERNAILING PER I I I I 8d EDGE NAILING PLANPLAN L_ _J . _. J PER PLAN SHEATHING SIZE SHEATHING SIZE SHEATHING SIZE I 11 11 & ATTACHMENT &ATTACHMENT 8d EDGE NAILING PER PLAN.ATTACHMENT DESIGNED BY: BAM PER PLAN. PER PLA PER PLAN. DRAWN BY: JCP ATTACH SHEATHING ATTACH SHEATHING ATTACH SHEATHING ATTACH SHEATHING TOUPPERTOP CHECKED BY: BAM TO SHOE PLATE TO SHOE PLATE TO SHOE PLATE SHEATHING SIZE WITH 3" o/c 8d PLATE WITH 3" o/c 3 O/C$d I•I I•I ' I•i I•iWITH 3° 8d O/C & ATTACHMENT 8d EDGE NAILING.EDGE .EDGE NAILING. I I I I I I -4 -14 I IEDGE NAILING. PER PLAN. JOB UMBER -1 --- -- - J6288 SHEET CSD D p PROJECT ENGINEER A. A41j 2-STORY 2-STORY �1-STORY1-STORY INTER-STORY SPLICE RIM-BOARD SPLICE SPLICE 64010 NO SPLICES to [KN°„A e0co _JLL s ssar T °t°suiaaaaa,®, ICAL WA '7/2B/ 1 4 v x (1) H8 OR(1) (1) H8 OR(1) MAXIMUM SPACING PER PLAN GENERAL NOTES TSP @ EVERY TSP @ EVERY nOTHER STUD (-1 F) OTHER STUD 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP" TO TOP PLATE TO TOP PLATE n 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS. 2. NAIL DIAMETERS: I I I I I I I I I I I I I 8d COMMON = .131 I I I I I I I I I I I I I 16d SINKER=.148 IN GOD WE TRUST I I I 1 1 I I I I I I i t 10d COMMON =.148 I I I I I I I I I I I I I I 16d COMMON =.162 I I I I I I I i t I I I I 3. IN THE EVENTTHE SHEATHING IS APPLIED PRIOR TO INSTALLATION I SEE FULL SEE FULL I I SEE FULL SEE FULL j OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO f'�! I I SUBSTITUTE A SPHR OR MSTA24 w/(6) 10d COMMON NAILS EACH w 0 LENGTH LENGTH LENGTH LENGTH I I I I I I I I \` 11 I I I I 00 I II I I I ATR DETAIL ATR DETAIL I I I I I I I I SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED N co ATR DETAIL ATR DETAIL I I I I I I I I I I I I STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. M I I I I I I i t PORCH HDR TO BE I I I I I I j i I I i i I I SEE FULL j j SEE FULL j j SEE FULL , Go Go SEATED BENEATH LENGTH LENGTH LENGTH 4. ATR MAXIMUM OUT-OF-PLUMB TOLERANCE: 1/4" PER FOOT OR 2" l l i TOP PLATE BY I I I ., PER FLOOR LEVEL-WHICHEVER IS LESS. ❑ I I I I I I ATR DETAIL I I ATR DETAIL I I ATR DETAIL 5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS I I I I I I I I PLATING OR I I I I I I � p) I I I I I I I i NOTCHING PORCH I I I I I I AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. 0o✓ I I I I I I I I i i o I I I I 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. i HEADER. I I I I I I I I I I I I I I LL I I I I I I I I I I I I I 7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEEL I I I I I I I I I I I I I I COUPLER w/MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALLZ Eg„ .I THREAD RODI I I I I I I I I I I I _ I I I I I I I ', I I I I I I I I I I I I I SEE I I I I I I SEE I I It till I I I I STUBBIE STUBBLE DETAIL DETAIL I I I I I I �"— I I I I 1 1 I I I I I I I I ❑ I I I I I I I I I I I I I I I a. j I jI ► I I A PORCH HDR @ WALL i II I I it I I II I I II I I II I LOW CARBON STEEL NUT w 0 u u u u u OVER 2"x2"x1/8" WASHER. 41 I I I ICD I I I I I I I I W I I i i STUBBIE SPACING NOTE: INSTALL(1) STUBBIE UPPERMOST TOP PLATE s I I I I I I I IF SPECIFIED ON PLAN. WITHIN 8" OF EACH SIDE OF I I i NOTE: FULL LENGTH ATR TO BE INCLUDED IN STUBBIE 3/8" A307 STEEL ROD. :b SPACING. STUBBIES MAY BE ELIMINATED PROVIDED FULL EACH SHOE PLATE BREAK. (1) CS22 j j j —(1) (S22 A> LENGTH ATR's ARE SPACED AT SPECIFIED STUBBIE SPACING. CA I w/ (7) 8d x 1-1/2" NAILS PER I I I I w/ (7) 8d x 1-1/2" NAILS PER I I Z � END @EVERY OTHER STUD j END @ EACH STUD TO HDR SET ROD IN 7/16" 0 I I TO HDR BELOW (IN LINE I I I I BELOW. I I THIS DETAIL APPLIES ONLY WHEN SPECIFICALLY CALLED OUT ON THE PLAN. BRUSHED AND CL M WITH H8/TSP ABOVE). BLOWN HOLE. EPDXY z ' TO OVERFLOW ONTO 0 4/TDD ALL THREAD ROD SYSTEM DETAIL SHOE PLATE. I� 0) 3/8" A307 STEEL ROD. I ALL OVER HEADER BELOW ROOF BEARING WALL OVER HEADER BELOW Llai ROOF BEARING W LOWEST SHOE PLATE � PORCH HDR TO BE y I I I I I I 6" i1 Lo o- (1) SPH4/6/8 @KING POST (1) SPH4/6/8 @ KING POST SEATED BENEATH I I I I I I "DROP TOP" GABLE END TRUSS. " `` ®' TOP PLATE BY TO TOP PLATE. TO TOP PLATE. I I I I i I i I OPTION: ATTACH 3/8 ROD PLATING OR I I I I I I TO 3/8"x6-3/4"TITEN HD NOTCHING PORCH ROD COUPLER. HEADER. II II II II II II II II II II I II II II II II II II II II 3/8" ATR DETAIL =� II II II II W II II II II T II II II ' it II II II �:i II II II I PORCH HDR @ WALL CORNERS B II II II II _____� _-_____ _______ LOW CARBON STEEL NUT W OPTION 2 OVER CUT WASHER OVER ATTACH TOP PLATE TO 3"x3"x1/8" SLOTTED WASHER. Q ., GABLE END BOTTOM _ CHORD w/ LTP4's @ 5' o/c. UPPERMOST TOP PLATE rn (1) MSTA24 @ EACH uJ 1/2" A307 STEEL ROD. ul W .. PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER x W I- 6= COLUMN). OPTION 1 SET ROD IN 9/16" W N _ - - - - - - ATTACH TOP PLATE TO GABLE END LL T`- — - — - -� — •' BOTTOM CHORD w/SIMPSON SDWC BRUSHED AND J W L L --�_ BLOWN HOLE. EPDXY W f fW- - OR 1/4"x6" SDS SCREWS @ 5' o/c. TO OVERFLOW ONTO '� rn Z PORCH POST, FOR OPENINGS GREATER THAN 5';BUT SHOE PLATE. 1/2" A307 STEEL ROD. uJ O PORCH HDR,],-_,,- SEEPLAN• NO LARGER THAN 18', INSTALL(2) SEE PLAN MM rrnn L S22 w 7 8d x 1-1 2" NAILS W [n SCREWS EACH SIDE OF OPENING. (PER END @ BASE OF KING POST PER END @ BASE OF JACK/KING I _ LOWEST SHOE PLATE Z TO BEAM/HDR BELOW. POST TO BEAM/HDR BELOW. 5/TDD GABLE END TIE-DOWN DETAIL ! 6" ;; STEM = m U MONO. IIz F OPENING OVER HEADER / FLOOR BEAM OPENING OVER HEADER / FLOOR BEAM t WALL • -� O ABU OPTION: ATT -� Q ATTACH 1/2 Z 3 MIN. 0 ROD TO 1/2" x 9-3/4" > i � N 1 H8 OR 1 (1) H8 OR (1) (12) 16d TITEN HD ROD W O O COMMON (.162) mm TSP @ EVERY TSP @ EACH 5/8 x 6 EMBED ;';:. ;��:��` COUPLER (MONO W -� � _ OTHER STUD STUD TO TOP x 3-1/2 NAILS. IF SHEATHING IS APPLIED FOUNDATION ONLY). U Q �- � EPDXIED ATR. TO TOP PLATE PLATE PER DETAIL C/FRD OR H/FRD, ATTACH TRUSS TO - TOP PLATE PER PLAN ON I �� REVISIONS C PORCH HDR @ POST SHEATHED SIDE OF HEADER 1/2 ATR DETAIL _ IF SHEATHING IS NOT APPLIED PER DETAIL C/FRD OR H/FRD, ATTACH TRUSS TO HEADER w/(1) MTS12. i FLUSH HEADER - - (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. LOW CARBON STEEL NUT DESIGNED BY: BAM (2) MSTA24's PER OVER ROUNDOHOBLE LE WASHER. DRAWN BY: JCP COLUMN). , =; - n UPPERMOST TOP PLATE CHECKED BY: BAM IF SHEATHING IS NOT APPLIED PER IF SHEATHING IS APPLIED DETAIL C/FRD OR H/FRD, ATTACH EVERY 5/8" A307 STEEL ROD. PER DETAIL C/FRD OR OTHER STUD TO TOP PLATE AND HEADER JOB NUMBER PORCH HDR, H/FRD, ATTACH TRUSS TO BELOW w/(1) H8 AND ATTACH TRUSS TO SEE PLAN. TOP PLATE PER PLAN ON TOP PLATE ON SAME SIDE OF WALL. SET ROD IN 11/16" J 6 2 8 8 SHEATHED SIDE OF HEADER BRUSHED AND -- - - - - - - - BLOWN HOLE. EPDXY SHEET PORCH POST, DROPPED HEADER TO OVERFLOW ONTO - SEE PLAN. SHOE PLATE. 5/8" A307 STEEL ROD. TDD ABU - LOWEST SHOE PLATE (1) CS22 w/ (7) 8d x 1-1/2" NAILS (1) CS22 w/ (7) 8d x 1-1/2" NAILS 9-1/2" I I 15" @ THIS DETAIL APPLIES TO ALL WINDOW/PORCH MONO. I I EXTERIOR PROJECT ENGINEER PER END OR 1 MSTA24 @EVERY 12 16d 8" INTERIOR I I WALLS rrrll111r PER END OR (1) MSTA24 @EVERY O � ( ) HEADERS GREATER THAN 4' IN WIDTH. THIS I I STUD TO BEAM BELOW. 5/8" x 6" EMBED COMMON .162 r, lj OTHER STUD TO BEAM BELOW IN ( ) � ®r ( EPDXIED ATR. x 3-1/2" NAILS. SUPPORTING A FLOOR S STE ABOVE. U ®o`s+��P C'A'E'N..5 ..�'Q„�row ROOF BEARING WALL OVER RAISED FLOOR BEAM ROOF BEARING WALL OVER RAISED FLOOR BEAM �'�' p PORCH HDR @ POST CORNER 5/8" ATR DETAIL 64010 ., THESE DETAILS APPLY ONLY WHEN THESE DETAILS APPLY ONLY WHEN SPECIFICALLY CALLED OUT ON THE PLAN. ! ! SPECIFICALLY CALLED OUT ON THE PLAN: ' a'• A do • ✓, �•� R1�P'�1 00 I Imo® Sl'Os •a s•' ,�� 1/TDD CONVENTIONAL STRAPPING DETAILS 2/TDD CONVENTIONAL STRAPPING DETAILS 3/TDD PORCH HDR STRAPPING DETAILS .y 6/TDD HEADER STRAPPING DETAIL ' 7/TDD FULL LENGTH ATR DETAILS NA�. �rlur�turrr�, 7/2B/ 1 4 S