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' .. .. . . . . : . . . : . . . . : r . : : : . : . : . . . . . : .. .. . .. ... ... ... ... ... ... ... : * : , : , : , : : , : , " *Ea : , : , i � i __ ...*........................... ... ... ... ... ... .................�..... ... .. ..�..................�...:......I........ ... ...�_n. n I[�?] . _ ... ... ... ... ... .. ... ... ... ... ... ... . .] . . . . . 112"w*52"h . . . . . . . . . .._--L. --,"-,_ - : - : . : . : . : . : . . . . . . � : . : . : . : - �. - I- - -- --- ---- ---r-'-- I I m REVISIONS: " KERBER RESIDENCE " CD m D o � A K E R B E R RESIDENCE " 350/352 First Street z m Z >ou o 5 2674 SQ. FT. (ADDITION) Atlantic Beach, 0i Zm j 3 B R 6 B A FL 32232 m / o Cell - 904-463-7418 N m j IL I I a -- CO""""" 2t�1'r5 W. M. Dexidential Designs THESE DRAWINGS APE NOT TO BE - - REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT THE WRITTEN COMM AND PERMISSION OF: W. M. Pesidential Design CITY OF ATLANTIC BEACI IW. M. Residential Designs ASSUMES NO LISBU.ITY FOR ANY HOME BUILT FPOM THESE PIANS. IT IS THE RESPONMILITY OF THE PURCHASER,BUILDER OR GENERAL CONTRACTOR TO CHECK AMID VEM ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. THE COMPLIANCE OF LOCAL AND STATE BUILDING CODES NUT BE VERIFIED BY TIE CONTRACTOR. W. M. Residential Designs I RESIDENTIAL COVER SHEET 00 Cq 00 0 SQUARE FOOTAGE INFORMATION w • CONDITIONED SPACE FIRST FLOOR 855 S. F. 0 • CONDITIONED SPACE SECOND FLOOR 854 S. F. o U • CONDITIONED SPACE THIRD FLOOR 352 S. F. Cq • UNCONDITIONED SPACE 613 S. F. W NE • UNENCLOSED SPACE S. F p O� a • LOT AREA (EXCLUDING WETLANDS AND 9750 S. F. I BODIES OF WATER) STRUCTURE HEIGHT AND OF STORIES • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 31 FT • NUMBER OF STORIES 3 TYPE OF CONSTRUCTION • TYPE: (V) ~ � W � • PROTECTION: (UN PROTECTED) • (UNSPRINKLED) ., • ,OCCUPANCY CLASS (GROUP R-3) k • APPLICABLE CODES: ('04 FBC, '02 NEC, '01 FFPC) MATERIAL INFORMATION W w U ROOFING (MATERIAL SHALL MEET- THE THE IAQUIREMENTS OF CHAPTER 15, ; �.. ,, ,mss. ivyTIC FLORIDA BUILDING CODE). Y_ v Q • � ROOF UNDERLAYMENT ASTM D_3161— TYPE 30LBS. FELT • ROOF FLASHING — GAUGE MATERIAL City of Atlantic Beach DRIP 2 6 GAUGE CAP__ 26 __GAUGE Manning and Zoning Department ------ J E C T LOCATION M 1 approval complivi^Ce with applicable zoning, subdivision ,,nnW doesr local land lmnot constitute approval for the issuance of permils. Compliance RAKE26 GAUGE VALLEY_ 26--GAUGE * INDICATES PROJECT LOCATION wOFkftaSutldMgCode and all otherapplicable toml, stag and Fed" permitting requirements • RO 0 F MATERIAL — TILE ROOF ,, "" aunt b.vveMWI by signature of the any olAlantle Beach 0 am"Prtrr to fire iawanort ata O � • FASTENING — PER MANUFACTURES RECOMMENDATION �� o WIND ZONE INFORMATION , - Z - ' O ( ULESS SPECIFIED BY THE ENGINEERINR OF RECORD) PLAN INDEX THIS BUILDING, (IS), LOCATED IN THE WIND BORNE DEBRIS REGION r�� y DWG. N0. TITLE 1. BASIC WIND SPEED (M. P. H. — 3—SECOND GUST) 120 COVER COVERSHEET Q. a a 2. DESIGN METHOD USED MEET MIN. LOADING RE T . C1 SITE PLAN '� LO 120 � PER 2004. FLORIDA. . RESIDENTIAL BUILDING--.CODE..-- -- _- _ - - - _ _ ■ - _ ('04 FBC), WIND LOAD PER 8301 ASCE 7-02 & 1997 - A l FLOOR PLANS " 'k U 0 A- 2 ELEVATIONS DETAILS � Z � 3. TYPE OF CONSTRUCTION, 04 FBC — TABLE 600: VI, � r ■ UNPROTECTED. A- 3 ELEVATIONS DETAILS N% Q Q " ■ 4. STRUCTURAL/BUILDING TYPE PER '04 FBC 1606. 1. 5: A- 4 ROOF PLANS I-10 " w r N. PARTIALLY ENCLOSED BUILDING + : ' " A* FRAMING PLANS 5. OCCUPANCY TYPE PER 04 FBC — CH. 3: R-3 r s f Y E- 1 ELECTRICAL PLANS r 6. WIND IMPORTANCE FACTOR: 1 S- 1 FOUNDATION PLAN DETAILS M 1 O a 7. WOOD TIE SYSTEM SHALL BE SIMPSON STRONG TIE2 WALL DETAIL SHEET : 110 �o •"•� CONNECTORS, OR EQUAL. S - 3 FOUNDATION DETAIL SHEET .�� 295 8. NAILING PATTERN FOR ROOF & WALLS SHALL BE 3" DPAWNBY 0. C. ON EDGE & 6 0. C. IN FIELD, SEE STI & ST2. S - 4 MISC. DETAILS AND NOTES ' F Im CMD WIND I N D L O A D W NOTE START DATE 9. THE ROOF ASSEMBLIES COMPLIANCE W/WIND Y ) 4-20-05 "'O ' I :K✓ ��, scnLe CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED T 1/4n = 1'-Orr BY THE ENGINEER OF RECORD, AS SUBMITTED �' ` '�' POB NO. W/CONST. DOC. , M012-05 , ' PLAN NO. r . KEMI2WOW% � SHEET NO. ,t ,� COVED C'(-)P'i ht 2005 W. M. Residential Design* THESE DRAWING*ARE NOT TO BE IDWDODUCED OR COPIED IN ANY FORM OR MANNED WHATSOEVER WITHOUT THE WDITTEN CONSENT AND PERMISSION OF. W. M. Residential Designs W. M. Residential Deigns ASSUMES NO LISBILTTY FOR ANY HOME BUILT FROM THESE PLANS. IT 1*THE RESPONSIBILITY OF THE PURCHASER,URDER OR GENERAL CONMACTOR TO CHECK AND VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. THE COMPLIANCE OF LOCAL AND STATE BUHAING CODES MUST BE VERIFIED BY THE CONTRACTOR. W. M. Residential Designs O I °, GO W � � 0 12' FIRST STREET 10► _ 0 7 5 . 0 9 , aeq �289 4' WOOD FENCE ONCRETE o� w CONCRETE Q 28 DRIVEWAY DRIVEWAY 0 a � 16' 12' -� J 0 - M Q co — LLI N CONCRETE z CONCRE NLU CE Lii PARKING PAD a PARKING P o v CONCRETE z z DRIVEWAY o0 w �ClL o � � O V LO 10.3' v@ U 0 W N RICK AVER o o 7. UD � � Op -� Q a a o k ._4� ►►"��11 � TT"r^II//T 111 T � O O � Q BRICKz o ' PAVER DRIVEWAYS1 E PL o co SCALE: V= 10' w < w LOT 15 AND LOT 13 z 11 .4' z ATLANTIC BEACH, FL. w O M z o LL- 0 O Y Z Z z O z o Q o Q _ o 5.8' N N N E— Actual water retension area >10' from building fo ter. o May have sloped surface to swale. Iri TOTAL HOUSE COVERAGE = 31220 S.F. a a Overflow pipe e e " e i a to Street drain TOTAL CONCRETE PADS COVERAGE = 60 S.F. _ TOTAL CONCRETE DRIVE COVERAGE = 1,130 S.F. w 9 TOTAL CONCRETE PAVERS W/ SAND UNDER COVERAGE = 780 S.F. @ 50% = 390 S.F. z �, i 1 `—' TnT A T T (-)T rC)'klFR A C P ( 1 V i L 1L L.V 1 \.V ♦ Ll\L a 800 c.�. b CSI-IAN LINK r ENCS AVtKSt L((vr= ' V�� ' N o'\ Need 831 cu feet water retention to comply. 75 � 00 J W( �D Have 882 cu feet water retention in this diagram. TOTAL AREA OF LOT = 9,750 S.F. a Need overflow pipe to street drain. TOTAL AREA OF LOT THAT MAY BE COVERED = 4,875 S.F. a TOTAL LOT COVERAGE = 4,800 S.F. w �^ REQUIREMENT OF 50% LOT COVERAGE HAS BEEN MET DRAWN BY START DATE ¢ 0-05 SCALE c,l I' 71 i = 10 f •( JOB NO. M012-05 PLAN NO. UP= McSIDENCZ ( f l C SHEET NO. I�, C-1 — — Copp i& '2005 — — W. M. Residential Deeigne _ THEBE DPAWINGB ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATAOEVER WITHOUT THE WPITTEN CONAENI AND PERMISSION OF: W. M. residential Designs 14'-2" 8'-1�" -4' W. M. Residential Designs AMMU NO LIABILITY YOP ANY HOME BUILT FROM THESE PLANA. IT LA THE RESPONSIBILITY OF THE 4050 SH 4050 SH 2024 SH PURCHASER,BUILDER OR GENERAL (HDR a (HDR a (HDR a CONFPALLDProON&PD1IECK ro VERIFY ALL DIIdENSIONA PRIOR TO 1'-0 AFF) 1'-0" AFF) 1'-0 AFF) PROCIEDINGWTTHCONATRUCION. THE COMPLIANCE OF LOCAL AND STATE BUH,DING CODES MUST BE BLOCK WALL BLOCK WALL BLOCK WALL vW. M.BY TEE enti croR. W. M. Residential Designs 6'-8" 10'-4 � 2868 2808 LAUNDRY ROOM co DOOR T BE 00 EXT. r-, (8'-8" CEIL) 4 CURB - I en CONC. 4" SELF STOOP 22'-(o BYTOWNE D GONG. OVER (8'-8" CEIL) cY1 W ' STOOP 2868 2x8 EXT. WALL — — —I — — — — TU 4'-411 3'-8" 14'-4" '-4" 4 "x40" I L B cfJ 40"x40" RAILING 2808 , O� Q, BLOCK WALL I SH FT I I D 11 W IID _ SHAFT TYP 4068 U _ W/H I- - - - � rte? f�� I L — - J — — i `; m 6 40"w X 48"h m CLOSET ] `� B _ CLOSET C_1 X 8"d NICHE r m 0I W II= p I CEIL 2x6 `t - - - I = O LTA CURB - LTUB L_ — — — -J -A _ _ `r WALL I 0 A/G GAME m L 2068 L RY ROOM r - -' -' - - cn , I I_ � O� `� �, I W.I.G. I nl cD � Q (MAT H EXIST) - _ - CURB N m ROOM I I = N N -0 3'-8" 4'- " 4'-2" GARAGE _ _ - � �; � it W LTA Q 2x6 p ` QO SJ l8'-8" CEIL) 2468 N 2868 BATNR OM m `� `� BATHROOM WALL (8'-8" P NT) N cv u OO OO 0- 2868 Z MATCH EXIST) J = u0 (8'-8" G IL) fl] cD 4 w O O �4 4 0 (K 0 8'-0"RANG 14'-4" 8.. 7' 4" 3'-10" rte, 4" �9 co c0 U 4 vy Q r O - p+ pV4 2x6 U h -A WALL Lj m O RAILING -A - z LL in -A � O � O -- trq TYP -1 m o W o V BATHROOM " - = SUITE #1 = - 0 W/N 6l (MATCH EXIST) 0 I I I (8'-8" CEIL) 2x6 " " O 0 LL cv _ _ _ - LL WALL (8'-8" CEIU U N co � 8'-� 3'-10" 4'- 22'-2" I I I I <r `t " " Lu I sr— ' I I IIS - cv (8'-8" GEIL) 3068 5 OP I v N O EXISTING 2868 BLOCK WALL OPNCa BLOCK WALL EXT. 4 6'w X 3'h FXD GLS 0 U U co z U 0) @ HDR a 1'-0" AFF 0 HA al RE VE m 9'x1' OVER HEAD POOR 9'x1' OVER NEAP DOOR ch LL WI OW ? m BLOCK WALL N NO GU V � TO AKE 1'-2"I 9'-®" _6"I 9'-® �V-41I AA ll N OPN kf E5 C� U e; W STAI NOTE: O TOT RISE: 120.8-15" l� R ERS S 1.554'' � cu — -REMOVE 8'-Im 7 -2 6 -8 Im -6 5'-I0 '� WINDOW 15 T , EA®S + TERMINATION BLOCKY C" TREADS W/ P NOSING I�'-�° 22'-011 TO MAKE 2 +� = 24.434 NEW OPNG 38'-0" W a ALL 6TRAIGk4T TREADS ARE 1DRAWN AT A 10 Q� a RUN. ADJUST W11?TP5 45 NECESSARY- TO FIT Q a ,4C1C WALL PIMENSION5. MOST CODE& STATE SECOND FLOOR PLAN- � rFIRST FLOOR PLAN A MINIMUM RUN REQUIREMENT. ,a wo � Q S . FTG. TABUL. TION 38' Q ' 855 FIRST FLOOR LIVING 3 1� ��-- — 854 � SECOND FLOOR LIVING ' 2'-11° 14'-II" THIRD FLOOR LIVING 352 II'-8" 2'-0" TOTAL LIVING 2061 BLOCK WALL 4 _42 4 _g� 2 -6 - BLOCK WALL 0- 0- 2850 SH v 0- EXISTING , GARAGE - 613 `~ DOOR TO BE (HDR a CK O crl CONC. n1 DETERMINED � 6'-8'' AFF ci 5TfRUCTUfRE 1630 SH STOOP TOTAL COVERED 2674 _ BY OWNER 2x6 XT. WALLS (HDR a N AFF) - — — — — CLOSET — — — — - (FROSTED 2x6 EXT. WA LS cv LL `� BLOCK WALL 40"xx40" 4068 4008 4 SHAFT 0! 4.1 - 2868 - A/C 3'-lam" cd 31- -�o" 4'_4" EXT. SHAFTLo N w m � m 'D "- c, 4 � - = Z BAT ROO @ - _ DEC SL-�- ' (8'-0 EIL) cm - U CURB - • EXISTING 2868 -' _ � DOOR N 42"h WALL SUITE #2 DECK p 0 2 W W/ GLS --I w m E- 25( 068 N ` ' EXTS 4 = Q OVERATD (8'-I" CEIL) u- -4 " �+ BATHROOM Q p Q LINEN `4 U - O 0 8'-I" GEIL) d) 0 cp r 2x6 2x6 � — — — — _ — DOPE WALL O WA Z - rW1� O 2x6 EXT. W LS 2468 - 3'-10" 3'-4" 4'-ro' v 6l N W H 2x6 EXT. AL Q F/P(SEE 0 OWNER) 2824 SH 2850 aH (HDR aH IIl N N (HDR a (HDR 6'-8" AFF) 6'-8" AFF) 6'-8" AFF) LIVING BLOCK WALL DECK ° �t (8'-0" GEIL) nLOCK WALL r"`! EXISTI >- DOO EXT. 3'-2" 3._2.. 3'_4 N � NOTE: " „ DRAWN BY ALTHOUGH EVERY EFFORT HAS BEEN TAKEN 4 8 161-4'f 5 8 W BLOCK WAL TO PREPARE THESE DRAWINGS TO COMPLY ATART DATE (2) 2840 SN WITH LOCAL BUILDING CODES, CONTINUOUS 16'-011 22'-0" r"$ , r 1, 4-'20-05 (HDR a CODE CHANGES MAY REQUIRE ADDITIONAL 6'-8" AFF) DRAWINGS, ENGINEERING SERVICES, AND ,' r`f, 1, / T SCALE -2" OR CHANGES TO THESE DRAWINGS TO MEET 1/411 = 11-0" r CODE COMPLIANCE. POSSESSION OF THESE { PLANS ACKNOWLEDGES THAT THE PURCHASER � 1 No. 2FLOOR PLANNA5 BEEN INFORMED OF THIS INFORMATION �� � rT MO1'�05 THIRDI AND ASSUMES THE RESPONSIBILITY TO :�'' r r_ �� 6 � '� t., PLAN No. PROVIDE ALL ADDITIONAL REQUIREMENTS ''°' KEPbE 2 RESIDfNCI; OF LOCAL BUILDING OFFICIALS TO MEET { /1 d , COMPLIANCE. DIMENSIONS MAY VARY SLIGHTLY DUE TO 5� FIELD MODIFICATIONS AND ADJUSTMENTS. r 4191T NO. A-1 --- -- -- -- -- -- -- — Cl ,,,; ht 2005 W. M. Residential Deeigns THESE DRAWINGS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FOPM OR MANNER WHATSOEVER WITHOUT TILE WRITTEN CONSENT AND PERMISSION OF: W. M. Residential Designs STUCCO FINISH FIBERGLASS W. M. ReaidentialD ns OVER LATH 5HINGLEs TYP HOME MT MOM TIER PLAANS. IT IS TILE RESPONSIBILTTY OF THE PURCHASER.BUILDER OR GENERAL 8'-1" PL.—HT. �`L DIMENSIOOQ TO ONNA PRIOR TO — — PROCEMING WITH CONSTRUCTION. THE COMPLIANCE OF LOCAL AND STATE BUDDING CODES MUST BE VERTT)eD BY THE CONTRACTOR. MASONRY OR STUCCO W. M. Residential Designs 4 TRIM 8" PAND FINISH TYP STUD WALL OVER 12" TYP , END BEAD BAND El ' p � rn w c�1 ROOFING W SHEATHING MATERIAL DRAIN O IN°e HOLES NC. BLo K FIN. FLOOR �c WALL WITH (THIRD) O U ROOF DECKIN�x 4° TRIM 1 �+ 8 UNDERLAI'MENT TYP - 7W °O TRUSSES rI��, Qw � � 8" BAND RAILING V Q OVER iro° TYP FZ BAND Qvo SECTION I a _ FIN. FLOOR NOT TO SCALE -- --- -- (SECOND) FIBERGLASS -- — -- 8'-8" PL. HT. SHINGLEB TYP F F F1 8'-1" PL. HT. 4� TRIM - - - - EXISTING STRUCTURE � � � � � r-..- ( � ( TYP - F- F- STUCCO 8" BAND FINISH 4" TRIM .. . F F V LO OVER 12" TYP 7YR BAND f' F F FIN. FLOOR U (FIRST) (D W FIN_FLOOR - FRONT ELEVATION (THIRD) "XS° WEST , DRAIN �1 G NG, l-O K HOLES - 8'-8" PL HT. ITH IN BLOCK R C v R WALL TYP 0 �' Q tis Q l-1 w 8" BAND OVER 16" a BAND FIN. FLOOR_ _ SECOND ( ) FIBERGLASS SHINGLES 8'-8" PL. HT. 11 FFTT—F MATCH EXISTING TYP - - - - 8'-1" PL. HT. C NC. BLO K - WITH CC OV R NC. K STUCCO a © © S" BAND FINISNY. 4" TRIM WITH OVER 12" TYP TYP 5-i---,rOV R BAND O Oo El FIN. FLOOR 0 FIN. FLOOR o (FIRST) - - (FIRST) DRAIN �i HOLES FIN. FLOOR z . FRONT ELEVATION- WALLGNIGUITH ° K (THIRD) TYP s UGG OV R 8'-8" PL. HT. EAST 4" TRIM f TYP RAILING 8" BAND TYP OVER 16" BAND w - FIN. FLOOR n Q (SECOND) i�� EXTERIOR WALL � _ - - _ - - - - W � � ADJACENT TO I I — 8'-8" PL. HT. a � ROOF STUCCO - FINISH FLASHING lfl MffV �AL MATCH EXISTING a � PEI 1" MIN. GAP 2C GA. �,4LV. d GLUE TO 4" TRIM a FROM STUCCO METAL _ _ _ _ _ _ _ _ F F F END BEAD UNDERLAI�MENT © © TYP W/ ROOFING ATTACH TO DECKING — --- �— �p F<00F DECK CEMENT W1 B'I' NAILING AT EDGES Q4i SHINGLES, OR 12" O.C. AT EDGES AND DRAWN BY '0000, o METAL OR OVER. ROOF CEMENT FIN. FLOOR WMrI ROOF TILE OVER I T. 0 #30 FELT OVER coNc. BLOCK BRICK BRICK (F QRST)// 4-20-05 WITH ROOF DECKING VENEER . 8C1Ja ROWLOCK P ` /� �' STUCCO OVER FRONT ELEVATION FINISH {,r _ e s �:1 ' I. JOB NO. 5 x 5 DETAIL VALLEY FLASHING DETAIL ,,,,EST ,� : ��. r. ; M012-05 �� PLAN NO. NOT TO SCALE NOT TO SALE KEPUP R�SDENCE SHEET NO. J 1r- �•. r A-2 -- _ —_ - F .i�6t 20(75 sidential Dc.Bigna ED DAED INANYANNED WMATSOEVEDE WRITTEN CONSENT PERHISSION OF:sidential Designs TWO PIECE BENDABLE MOLDING 1/4' FURRING S❑LID TREAD LAMINATED SKIRT STRIP ENG ROOF TRU55 12 dSSWANOUSISMITYFODAW , A-5215P-1 1/2" 24" o.c. 7xT T°�%PNHLUPONS�BITYO>T DUDCMUM,BUILDER OD GENERAL CK AND TRIM BACK/ 3/4' TRAVEL BEAM WHEN REQUIRED. SQ, BALUSTER❑F RISER ARCWAYS OPTION. 8'-Z" PL. HT. CONTRACTOR IT Cfl MMU- - A TRAVEL BEAM IS ADDED r❑ - - - - ' ALLDIMEOR71 STAIRS OF 16/17 ❑R M❑RE RISERSTHE CMPUANC OfLOCALgT ANDoN. LAMINATED SKIRT - CENTERTME COP gDlNr,E ODFA MU.ATH1 1/2" X 5 1/2" 1/4' GAP BEAM T❑ ADD STRENGTH F❑R SHIPPING T❑ STRUCTURAL EYE (2STRUCTURAL EYE STATEBItZBYTIZ ONMAC OD. _ JOB SITES,ROUGH FRAMING OF PLATE (TYP) vW.M. esidential e HANDRAIL CURVED WALLS IS SET UP TO THE BOLTS TO BE BOLTS TO BE W.M. Residential Designs STUD BLOCK EVERY RISER TRAVEL BEAMS & GWB IS APPLIED PLACED IN GONG PLACED V GONG ON TOP OR UNDER AS SHOWN ON CELLS (EVERY OTHER CELLS (EVERY OTHER " SECTI❑N. CELL CTO BE FILLED SUITE 2x STUD CELL TO BE FILLED 1 1/2 SQ. TWO PIECE � 00 — WITH GONG.) BALUSTERS BENDABLE FRAME WALLS AND WALL FINISH — — — — — — — — — — — — — M 4" C. C. MOLDING MATERIAL BY GEN. CONTRACTOR HANGER BOLT G6 `6 5/16" DIA. ^w^ FINISHED HEADER DIMENSION 1/4' FURRING i--4 STRIP 2x BOTTOM SECTION: RIGHT HAND STAIR TREAD PLATE o o, WALL UNDER W/CENTER BEAM FIN. FLOOR (TYP) W � D❑ NOT SCALE TYPICAL `THIRD) EASING 8'-8" PL. HT. O Ido" ENG FLOOR TRUSS (SPACING N TRIM 1/2" DIA, PER FACTORY Cq ILOT HOLE RETURN RAIL TWO PIECE BENDABLE MOLDING SPECS) (TYP) Tw 0000 T❑ FLOOR--.- LAMINATED SKIRT TAP-L❑K FASTNER Q w SOLID TREAD CAME c� GONG, Z � ---BACK OF RISER TRIM DETAIL. TAP SYSTEM BLOCK ROOM WALL O s� " THICK LAMINATED SKIRT C TREADS v4' GAP FIN. FLOOR_ S PORT FOOT STUD BLOCK EVERY RISER (SECOND) � 0 ELEVATION: BOTTOM INSIDE RADIUS TWO PIECE - - - - DO-NOT SCALE - TYPICAL FRAME WALLS AND WALL FINISH BENDABLE 8'-8PL. HT. ENG FLOOR MOLDING 1(0 MATERIAL BY GEN. CONTRACTOR " TRUSS (SPACING FINISHED HEADER DIMENSI❑N PER FACTORY SPEC5) (TYP) SECTION: LEFT HAND STAIR coNc - . � WALL UNDER INSIDE RADIUS fi` BLOCK WALL CzARACzE D❑ NOT SCALE, TYPICAL DICATE IF CARPET IS OR INDICATE IF CARPET STOP AT THE LT. IS TO RUN DOWN STAIR, OSING7 O T h to ARPET THICKNESS= HECK IF NO CARPET IS BEING USED FIN. FLOOR FIBERGLASS _ SHINGLES 12 1 (FIRST) GONG- SLAB O W TYP 3. LANDING TREAD NOSING 8'-1" PL. HT. rt JOIST Fy - - - HEADER PLEASE NOTE: SECTIONS/DETAILS a PIECE BENDABLE SHOWN ARE TYPICAL, STUCCO © © 6" BAND � MDULDING RIM DIMENSIONS MAY VARY FROM STAIR FINISH OVER 12 � BUILDING SECTION- rk TYP TYP �^J I BAND T❑ STAIR. THE BUILDER RESERVES THE RIGHT LAG ❑R�� �"� F F111 A I T❑ HEAjKR North TO CHANGE MATERIAL SIZES/DIMENSIONS TO ASSURE THAT EACH STAIR IS BUILT TO BE rTTOHF PR❑vI ACCESS SECTION "B" TYPICAL W �STRUCTURALLY SOUND FOR EACH ❑A CEILINGFIN. FLOOR TYPE OF INSTALLATION, TACH AIR T❑ DO NOT SCALEmow„ _ EADER." (THIRD) - - 411X8 ` DRAIN • - - - - HOLES 8'-8" PL. HT. IN BLOCK 00 TYP TDETAILS GONG, BLOCK TYP WITH � STUCCO OVER 9F+' FIBERGLASS , SHINGLES TYP 12 S" BAND OVER 16" 3 BAND 8'-1" PL. HT. FIN. FLOOR _NEW EXISTING (SECOND)- - FIBERGLASS FIBERGLASS S" BAND 4" TRIM STUCCO SHINGLES SHINGLES 8'-8" PL. HT. TYP - TYP OVER FINISH TYP- __ QQ BAND TYP O MATCH EXISTING z © 11 0 4"XS" © © GONG. BLBGK EXISTING STRUCTURE HOAEs _ _ _ - FIN. FLOOR 6TUcc0TH OVER IN BLOCK (THIRD) tog WALL _ TYP 8'-8" PL. HT. FIN. FLOOR a a (FIRST) - - - RIGHT SIDE ELEVATION- (5"N orth EXISTING EER"°" w ~ ��� FIBERGLASS BAND 5HINGLE5 INDICATE IF CARPET IS OR INDICATE IF CARPET TYP TO STOP AT THE L.T. IS TO RUN DOWN STAIR, NEW � _( _ OSINGC7 0 FIBERGLASS _ FIN. FLOOR CARPET THICKNESS= SHINGLES `SECOND) CHECK IF NO CARPET IS BEING USED 0 TYP - - - - - - --- r rn MATCH EXISTING HEADER JOIST NOTEi FLDOR , © j CONST. MAY VARY, PROVIDE — [IF e A DETAIL WHICH ARCWAYS MUST w ADAPT T0. U EF © © CBNG. BLOCK NG STRUCTURE DRAWN BY Wl H EXISTING WMN1 TTACH TO HEADER WITH THRU BOLTS STUGG OVER START DATE STEEL HEADER ATTACHMENT BY ARCWAYS ¢ 0-05 LAMINATED SUPPORT BEAM FIN. FLOOR :� D � Ijj A= N❑TE, PR❑VIDE ACCESS - - - - AT FLOOR OR CEILING SECTION "B" TYPICAL (FIRST) " %�� '' JOB NO. TO ATTACH STAIR TO THE HEADER. DO NOT SCALE ` �E;, M012105 LEFT SIDE ELEVATION ',�I' DL1N No. IEI:2UP MSIDENC1u North1 1! sIIECTNo. DETAILS- ----- I ���' Copyright 2005 W. M. Residential Designs THESE DRAWINGS ARE NOT TO BE REPRODUCED OR COPIED IN ANY PORN On MANNER WHATSOEVER WITHOUT THE WRITTEN CONSENT AND PERM MON OF: W. M. Pesidential Designs W. M. PeAdential Designs ASSUMES No LISDILM POR ANY HOME BUILT PROM THESE PIANS. TT IS THE nUPONSI UM Of THE PURCHMM,BUH•DEn OR GENERAL CONTPACTOD TO CHECK AND VERIFY ALL DIMENSIONS PRIOR TO PROCEI DING WITH CONSTRUCTION. THE COMPLIANCZ OF LOCA,AND _ --- — — — — — — — — — — — — — — — — —I— — — — — _ I STATE BTIILDTNG CODES MUS — — — — — — — VERH'IED BY TCONTRACT T - - - � - - ! - - — - - - - — - - T - - � -1 I �— __ _� - - - -I- - - - — 1 i —II,- - W. M. PesidentialDesigns I 9 � 1 I II F I I I I I I I I I I I I I I 11 11 f I ROOF PLAN I I I Ih I I III I I I I I I I I I I I I SCALE: 1/4" = 1'-0" I O � I I I , I I I I I I III I I III I I I � � I I I I I I I I F�— a\ a\ I I I I I I I I II I I I I I I I � a\ -----�- —� II I I I III I I I I I I I I I I I 11 1 C -7 IL �- 7I - a II ' - - - - -'- - - -� I I I � _ _ � - - - I - - ,- — SII , it a IL- - - - - - - II IL -1— = � Lj O 1 j II I I - - - -� I I I I I I I I I I� �I II I I I ( (► I II _I_I — _ - -�- - - �- - - - - - - - - 1 II I , II 1 I I I I I I I I I ►► , - - - -, , I I I I ; ; a cq F[--I I -I- G--- - - - - II I I I I I I I I I� � - - � _ _I_ � � II i I L W ,s, I - � II I � II I I - - - � II _ _ — _ — I �RE-Et GINEE4ED EL4OfR I I I I I 11 I — -I I P E-ENG NEERE LFLoo I I I I i li I z 41 I- I I I I I -�i - I-I- - - I -1 - I- - � II I I I - - - -1 I I II I I I I I I I I I II I I I I - - - HI II I O IT -I+ - - I- - - - T4_ - - -I+ Z (o - I � N I - - - z1 Lr -u -I- I - - - - - - I I I 11 I I I I I I ' I III I I I I , II - - �-� - - - - � 11 I II I I I I I I I I I I I I III I I I I I 1 I -I-I� -- - - - t - - - - - - 4w- - I II I I I I I I I I I I I I I II I I I II i i i i i I i I I II I I I� - I-IF II- - - - - - I—�- - - - - - - �1- - � II I I I I ' ' I II I I I I I 4111 - II - - - - I III I I I I IIII I1 _17A--- F1 I1I II II III II III I III JII II I� II LI—id ----- ----- --___ ---- - - ---- III II III II II I1,I1I I, I� II I I I I 111 I I I I I _I=_J I v`✓ O W SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN � Q SCALE: 1/4" = 1'-0" SGALE: 1/4" = I'-a" I NOTA: NOTA:3/�" C®X SMOKE BLOCKINCz 3/4 GPX S"IOKE BLOGKINC EACH SOO SR EAG { 500 5F. /'� �' a O � Q z w EXISTING STF�UCTUF�E - - - - - - o 0 - - -Il - - - - L - - -l�- 1 I I I I ► �� II III I I �- L - - - — � II _ _ _ E- - - jl - fi Lj - - - - - - I- - - PRE-ENGINEERED-RQQE_- I I _ -- - - --- - -- - - -- - - - - - - 1- L -- - -- I I I J L - - - I rRussEs 24 0,C;, i i Q 04 w W a L--+ I; _I L II - II DRAWN BY • - - - - - - - --,I- � ROOF PLAN ROOF NOTES: Im — — � -_---- � - � _ V-011 BTART DATE _z ------ _ t _ SCALE: 1/4u - 1. FASCIA: SQUAI,E CUT 2. OVERHANG: 1'-(O" 4-20-05 ��� o r., FI ERGLASS SNINGL ;`, '','r r a '' II SCAM 3 � " � = 1-OI 4. SHEATHING. 1/2" 05 ' 1/4 f,�- 'r 7 1 r•r JOB NO. 5. FELT: 30 1b. / ROOF PLAN � Mo��-� (®. F=ITCH: 3/12 PLAN NO, SCALE: 1/4" = I'-(d° ' � I{ERNR MIDENCT, SHEET NO. A-4 Copyright 2005 — - W. M. Veaidential Designs THESE DRAWINGS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT THE WRITTEN CONSENT AMID PEDffiSSION OF: W. M. Residential Designs W. M. Residential Designs ASSUMES NO LISBILTTY POR ANY HOME BUU,T FROM THESE PLANS. IT 48 THE DESPONSIBUBTY OE THE PUDCHASM,UMDER OR GENERAL CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CC>rIDLMa OF LOCAL AND STATE BUIDING CODES MUST BE VEDIFIBD BY THE CONTRACTOR. ® 3 W. M. Residential Designs \ ' ` I FLUOR L ICs IT 00 00 I w00 o —1 F —4— --1 a \\ 0 $3 t - - �- - - i \ 1 - - - - - - - U I I M W II D I -------- o77 *1Z FLUOR LIGHT _ w I I I _ _ _ O V BELO i ' ; I I FLUOR LIGHT I L, \ I PANEL o GARAGE o I I a cq >n 1 ABOVE Q ❑ ----- j A5OVEGAME ® w 2 o0 "___--- - - ROOM ❑ _s SUITE #I a ' ❑ ,fir' ark ,\ (PREWIRE � (PREWIRE ONLY) ONLY) r \ �\ ` WP I � 1 so �`, ,�' I I II �I �' ❑ 3 3 '-------- L 1J ` 3 - i' I _ 771 1 xi T-Q us O FIRST FLOOR PLAN Y SECOND FLOOR PLAN- cot) 6 ELECTRICAL PLAN ELECTRICAL PLAN v � a ELECTRICAL LEGEND PREWIRE �. O FLOOR PLUG d BRACE X ( ❑T � I G CEILING FAN ® 220V OUTLET W/ LIGHT C�= 110V OUTLET EVE j` ,,rp ECK ❑TRU❑TU❑ PREWIRE �P WEATHER PROTECTED LIGHT LIGHT 8 BRACE 110V OUTLET CEILING FAN WP WP CLIGHTA SWITCHED 110 OUTLET _ (TOP HALF ONLT-) - - - - - - - - - - - - a FLUOR LIGHT =0= GARAGE DOOR OPENER o CEILING EXHAUST $ SWITCHES DECK FAN/LIGHT FIXTURE CEILING EXHAUST FAN $3 3-W,4Y 5WITCN �i EVE -0- RECESSED KEF'AD 0 ESECURITI LIGHT ` WP ❑ LIGHT FIXTURE 1 �\ CEILING MOUNTED PREWIRE 1 LIGHT ' LIGHT FIXTURE TELEPHONE *4 \l Wcry F'REWIRE DECK LIGHT FIXTURE CABLE T.V. MOUNTED SUITE #2 a a - - - - � ® "- I -� ro sWlrcH DOUBLE SMOKE DETECTOR � BELoW - - - _ FLOOD LIGHTS - 8p DOOR BELL TN THERMOSTAT O \ ELECTRIC PANEL Z DOOR CHIME wP li WELEG PANEL DC E rE T ki r0 LIGHT DECK IN EVE a _ a k"' aca LIVING zn SD DDAWWK INY W 1'11'1 THIRD FLOOR PLAN START DATE ¢2ao5 SCALE ELECTRICAL P LAN JOB NO.u4" = O. M012-05 PUM NO. KERBER RIMIDENCE SHEET NO. - Copyright `Z005 W. M. Reaidential Designs THESE DI?AW"ARE NOT TO N ---- REPRODUCED OR COPIED IN ANY ENG. ROOF TRUSS a 24" OG ronal on mAwnTwiOum WITHOUT THE WRITTEN CONMW INSULATION BAFFLE ANDPEM"IONM W. M. Residential Designs FO, I I E) AT I ON FIBERGLASS SHINGLES I�If I�`It� 15*1 FELT W. M. Residential DeBigna ASSUMES No MILITY FOR ANY STOP #� E T I LS HOME]3UID PRON THESE PLANS. BLOCK #I�/) ROOF SHEATHING IT Ia THE RE8PON8IBII.ITY OF THE FOR 32" 38'-�" 7/lio OSB VVEMALL DUAONaPRIOR oT OPNG CONTI2ACTOn TO CHECK AND INSULATION HURRICANE CLIP PRoaM]NGTrITiCONSTRUMON. C SEE ENGINEERING THE CONPLIANCE OF LOCAL AND STATE BUHDING CODES MUST M - - - - - - - - - - - - - - - - - — — — — - - — — — — — — — — — — — — — — — — — — — — - - - - - TOP OF fiE DETAIL) VERD'IED BY THE CONTRACTOR. I W. M. Residential Designs (0'-8" 10'-4" - -1 I 4" GONG 20"X I0" GONG FTG. n _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' I I SLAB W/ (2) #5 RODS CONT 2 x 8 P. . •))�� I 4 GONG SLAB W/ 1 I I ° (AROUND PERIMETER a 24 W/ 2"x 2''x s �o GAL V. SAVE DRIP 00GO STOP 4' x 4' I I (o X 6 10/10 W.W.M. OR 8 CONC BLK WALLen BEND OUTSIDE I/2 �x O.C.. ANCHOR BOILT � I 2" GONG �___- _ REINFORCING BAR � � � BLOCK 4' x 4' GONG I FIBERMESH EQUAL ON ON 24 X I I I 25" AT CORNER) WASHER Go MIL POLY VISQUENE - FTG W/ (3) #5 RODS -III—III- i (UNLESS ENGINEERING 2 x 6 FASCIA W 0 FOR 32" GONG SLAB �p OPNG SLAB I I OVER GLEAN, WELL I �� 8 U-BLOCK (FILLED SOLID) CONT (TYP) I 8 CMU STEMWALL _ li WRAPPED W/ VINYL coMPAGTED,TERMITE I I W/ ALL CELLS ! I I—I I aa SPECIFIES ALTERNATE W/ (2) #4 RODS CONT i--4 TREATED FILL - I -i , - ii VINYL SOFFIT O I I GONG FILLED �� SIZE) 1 I I I —I ii 8" GONG BLOCK WALL lJ ,� F- -� �- -i I 5 REBAR VERTICAL - I� FINISHED GRADE I � I I # �— - #5 VERTICAL REBAR UTILITY CHANNEL - - - - - - - - - - - - - - - - - I I a 32"O.G. W/ MINIMUM -I I - n � �� �JxI� � I I I I I I I I 1 I 12" BEND AT TOP AND I —' T 48" O.G. FROM FTG „ II III I� , I I I I 1 I I I I I I 1 1 I I— —_I — III—III TO U-BLOCK W/ CELL I(o OVERHANG BOTTOM. (EMBED BAR E4 *� FILLED SOLID (EMBEDGONG BLK WALL 1 I I I 1 I I I 6" INTO FTGJ (1` = - - BAR 6" INTO FTG W/ oN z4" x 12" coNc —FTG W/ (2) #5 RODS I I 4' 3" I 22'-2" _ I I- 8 I I—III 12'-0° MINIMUM 12" BEND) al •� CONT (TYP) I ° 4, CORNERS, ON EA. W � `n SIDE OF OPNG5 W I 1 I I I I I I I I I I I �„ (WINDOWS 4 DOORS) W 2 4 4' O.C. FOR CONTINUE TT hh� Q 1 I I I I I I I I I I I RUN OF THE WALL V 0 , (V I I 4" GONG SLAB W/ I Q I I I I I I I DEEPEN I I 0 C 1 I 6 X 10/10 W.W.M. OR 1", I 1 I 1 EDGE 5 T L 2x FURRING NOTA: a FIBERMESH EQUAL ON I 16"x12" INTERNAL I I I I 6 MIL POLY VISQUENE 1 I� i I BRNG FTG W/ (2) I I I I I I SCALE. 3/4" c 1IsSII z DRYWALL OVER CLEAN, WELL T I I I #5 RODS CONT I I I ALL STRUCTURAL COMPONENTS SHOWN COMPACTED,TERM E �� �� MAY VARY DUE TO ENGINEERING 1 (TYP) 4" I I (WALLS & CEILINGS) REQUIREMENTS- SEE ATTACHED TREATED FILL I 1 1 I I I I I I I MONOLITHIC FTG ENGINEERING SPECS FOR ACTUAL W/ (2) "5 RODS COMPONENTS TO BE USED. CONT NOTE: 1 1 I I L L J I STOP 1 I 4" CONG ENG CALCULATIONS I I I 1 I I 1 FBLOCK OR 32" I I 4' x 4' SLAB FINISHED GRADE DO ADDI�ONALQ2IRro" OPNG I I G NG 1 I I I L - - - - - - - - - - - - _ � a \1�xI� UNLE55SPECFIED W.W.M. 1� PERIMETER DEEPEN AND SLAB �t ° 1 I I f I INSTALL (1) #5 I = - OTHERWISE). _ ROD CONT 4 GONG SLAB W/ I _- - - - - - - - III I I I I 1III-III-1 6 x /o 10/10 W.W.M. (OR F15ERMESH) � ve 4" 12" ON ro MIL. VISQUENE ve - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVER GLEAN, WELL TREATSCOMPAFILL.TERMITE � U _011 1'-6" cgl_01'-4" TREATED FILL. W^ SCALE: 3/4'' 4 GONG 1-#5 ROD l _71 I-I71"1-Il r-� 8 CMU STEMWALL SLAB W/ ALL CELLS GONG FILLED —III-1I1— -- *5 REBAR VERTICAL 11=111= -=1 11=1 i 1=I i 1-1 1-1 I I I z 4"' PIPE _ -ill b cd a 48 O.G. W/ MINIMUM ROOF JAG I I—III - I. III=I I PIPE FLASHIN _ 12" BEND AT TOP AND -III- • III-III- `' =I - �L.J a =1 I I=1 I I III I BOTTOM: EMBED BAR - I FASTENERSi1 I 11 I I I 1=1 I (" INTO FTG. 11 _=1 I I Q 4.. 8.. 112111, 1 W w U ROOF SHINGLES - o � Q TufRN IDEDGE EXTERIOR PIPE DETAIL f �� � • T L w SCALE: l 4 = 1'-O" INTERIOR STUD 2x8 P.T. SOLE PLATE r+ 4" GONG. SLAB W/ SPF STUD GRADE 1 EXISTIN(:� 9'-2 2'-(0 GREATER THAN HOLD DOWN PER 4 GONG'. SLAB W/ 6 x 6 10/10 W.W.M. 8'-1" 02 SPF ENGINEERS (� x 6 10/I(d W.W.M. HOLD DOWN PER (OR FIBERMESH) DESIGN (OR FIBERMESH) ENGINEERS STOP 4' x 4' - ON (o MIL. VISQUENE 20"X 10" CONC, FTG. DESIGN 5TfRiCTURE BLOCK GONG OVER GLEAN, WELL W/ (2) #5 RODS CONT FOR 32" SLAB COMPACTED TERMITE (AROUND PERIMETER °a ° °a ° OPNG BEND OUTSIDE TREATED FILL. a REINFORCING BAR ° - - - - - - - - - - - - - 25" AT CORNER) �o MIL VAPOR •, ° pLrI FIN FLOOR BARRIER OVER 1 - - - -TO BE HOUSE TREATED AND - - - - - - - - - - - - - U I cls COMPACTED FILL O DETERMINED ii 1 I ON 51TE FIN FLOOR �� FINISHED GRADE „ S" GONG BLK WALL I I GARAGE-_--__--°----q ii ° �� 8 I 4 8 l2) "5 RODS CONT Z ON 24" X 12" GONG I I ------------- _ FTG W/ (2) 05 RODS 1 S" CMU STEMWALL I� I 1 --III=III=III CONT (TYP) I I W/ ALL CELLS ! �` ° -I�I-I 1 `_r 1'-8" GONG FILLED • -�_' 1 it i I I it i FOR 2-5TORY W/ 1 I #5 REBAR VERTICAL C3) "5 RODS CONT 1 a 32 O.G. W/ MINIMUM 12"BBENDOTTOM- AT TOP AND 20" INTERIOR BEARING WALL aLi I I BOTTOM- (EMBED BAR ONE STORY INT INTO FTG.) (2) "5 RODS CONT. I I THICKENED SLAB W/ 1—_— - = - - - - - - — - - - 4T- 4" � iTs O r GONG SLAB W.W.M. -- - , - GARAGE SECTIONo 6 X 6 I�/Im M. OR � Z � FIBERMESH EQUAL ON ' G MIL POLY VISQUENE L- - I &GALE: 3/4" = P-0'' W OVER CLEAN, WELL COMPAGTEDTERMITE TREATED FILL 1 F-sl I 4 GONG. SLAB W/ � 5"x5•. 6 x 6 10/10 W.W.M. ^, I OR FIBERMESH MIX FLASHING N ROOF JACK-- �- 4"' PIPE ON C MIL. vISQUENE 4 VULIGEM 351 OVER GLEAN, WILL 1 I LQ DOOR MEMBRANE PIPE FLASHING COMPACTED TERMITE cn ALUM 5/lro" FASTENERS TREATED FILL III �j STOP I THRE5HOLD HARDIEBACKER BLOCK I = ROOF SHINGLES I I, 3/4" a FOR OPNG I DECKING 4 .. STEP TO BE DETERMINED 1 = ON SITE E A VE DnnTN BY DRIP W - - - - - - - - - - - - - - 1 START DATE 4-20-05 - - - - - - - - - - - - - - - J 4.. ,s 1/4�I = f-o" EXTERIOR DECK DETAIL EXTERIOR PIPE SECTION DEEPENED ED E ,'sr� J� NO. 2'-0" M01�05 SCALE: 3/4" e 1'-011 SC/ r, PLAN NO. KEPbEl. , ��Nom,` , 6SIDNCS FOUNDATION PLAN 13' 8 , • � �e �' SHEET NO. 8-1 - --- Cal.yTight 2005 W. M. Reaidential Designs M6TA24 W/05)l0d/ENDA ON STUD (2)2x4 12 SYP I I HEADER SIZE PER --- OVERHANGS IN ECCE55 OF 16" t UP TO 24"USE THESE DDAWING8 ARE NOT TO BE APPROVED TRUSS-TO-> CONNECTORS ASSEMBLY(TYP 4 m HEADER,4®SILL) BLOCKING(TYP) SHEET 5 •6PH4/6/5 PLATE 2x4 SYP Ol1T LOOKER AT I6"O.C.CLIP TO DBL. DEDRODUCED OR CCIDD:D IN ANY UPLIFTS CONNECTORS NOT REQ'D TOP PL W/(2)H5 LU/(5)8c1.LU/(5)8c1./l8)8 .OVERHANGS 16"OR FORM OR MANt•�D WHATSOEVII2 UPLIFT (LBS) CONNECTION > STUD WALL SPECIFICATIONS Z (2) SPH4/6/8 IF APA/TECO RATED LESS USE 2x4 SYP OUTLOOKER AT 24"O.C. -WITHOUT THE WRITTEN CONSENT TOVO SEE11/(1JN5 W/CS)Bd APA.OR TECO RATED 0-465 (1) H5 W/ (4) 8d/END STRUCTURAL > HT. (FT) COCONNECTIDN .-� -SHEATHING IS NAILED BLOCK SHEATHING EDGES AND PERM188iON OF: SHEATHING ON ROOF DECK. 0-745 (1) H8 W/ (5) 10d x 1-]/2'/EN➢ -B'-] 1/8' 2x4 S.G. SPF STUDS @ 16" D HEADER PER STRUCTURAL PLAN 'ALL FRAMING.MATERIAL TO BE INTO TOP R ASSEMBLY 4 WITHIN 4' OF GABLE TRUSS ROOF SHEATHING SHALL BE 465-930 (2) HS W/ (4) 8d/END/EA, -10'-1 1/8' 2x4 #2 SPF STUDS @ 16' ❑ 02 SYP EXCEPT AS NOTED.'2 SPF CORNER OF GARAGE HEADER W/(U ROW of FASTEN SHEATHING . I FRAMING AT 3"O.C. I W. M. Residential Des ns 1/16"APA.RATED 745-1000 (2) HB W/ (5) 10d x 1-1/2'/END/EA. -It'-1 l/8' 2x4 #2 SPF STUDS @ 12" ❑ (U MAY BE USED IL.O. 2 STP ONLY SPH4/6/8 m 32"O.C. 3"O.C.ed NAIL. ON EDGES, 6'D.C. IN FIELD W/ 8d. • SHEATHING WITH 8d NAILS AT 0-1000 (D H16/H16S W/ (10) lOd x 1-1/2" TO TOP PL. -12'-1 l/8` 2x6 #2 SPF STUDS @ 16' O/C X IF BOTH SIDES OF FRAMING. 15 m TOP fE TO HDR. 6"O.C.m ALL SUPPORTED IN THE EVENT THE CONCRETE PANEL EDGES t 12"O.G.IN 0-1000 (U MTS12 W/ (7) lOd x 1-1/2"/END SHEATHED. CONTRACTOR OMITS THE � CORNER ❑F GARAGE W. M. QeBldentlal Deslgn8 -p HPAHD22 EMBEDDED (2J MSTA24 W/ A.P.A, RATED SHEATHING TO A88I1PIE8 NO USBUBTY POR ANY FIELD. ALL EXTERIOR WALL SHEATHING S W B ® STRAPS,It IS ACCEPTABLE <2)M5T ND/STRAP m EA MATCH ROOF SHEATHING HOME BUT FROM THESE PLANS. TRUSS-TO-fE CONNECTOR SEE SHALL BE 1/16"APA.RATED NAIL THROUGH A.P.A.RATED SHEATHING TO SUBSTITUTE(U M5T48 END OF HEADER UN.O.. TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF SHEATHING WITH Bd NAILS m 6" INTO NO.2 SYP FRAMING W/8d•3"O.C.• SERIES FLAT STRAP PER -SHEATHING NEED ONLY IT D THE DE8P ILIDED.TTY OF THE CONNECTOR TRUSS OR RAFTER O.G.e ALL PANEL EDGES 1 12" ALL EDGES t INTO EA.PLY OF EA. HPAHD22.FACE MOUNT THE � COVER LOWER P OF TOP B PURCHASER,BUILDER OR GENERAL O.G.IN FIELD(TYP-UN.Od. 7/16' A.P.A. RATED SHEATHING 2x #2 SYP DBL .TOP PL (SLOPED) DOUBLE INT.PLATE,12"O.G.ELSEWHERE. STRAP TO THE FOUNDATION ASSEMBLY IF: CONTRACTOR TO CHECK AND W/ 8d NAILS AT 3"/12"o/c. A)B ARE PROPERLY VERIFY ALL DH'ff.N8ION8 PRIOR TO I,, W/EItHER(4)1/2"0 EPDXIED w r I W ALL THREADS W/4 1/4"MIN. NAILED TOGETHER PROCEEDHJG WITH CONSTRUCTION. JACKS PER PLAN 7/16' A.P.A. RATED SHEATHING WITH SPH4/6/B a 32"O.C.OR FOR OTHER UPLIFT HARDWARE t EMBEDMENT OR(I6)3/16"0x I ,�-�� B)TRUSS CLIPS/STRAPSTHE COMPLIANC't OF LOCAL AND WOOD-Tie RODS s 4'O.C.W/ CONNECTIONS,SEE TYP.WALL 3/4"TAPCON ANCHORS. ARE ATTACH TO BOTH FE'S 8d NAILS @ '0.0 ALONG ALL PANEL STATE BUILDING CODES MUST BE (2)2x4-2 SYP TOP E. FAS EN W/ SEE STUD WALL SCHEDULE EDGES AND (C 0.0. IN FIELD. BLOCK 3x3x1/8"WASHERS. SECTION t TYP.HEADER FRAMING FASTEN STRAP TO STUDS VERff1ED BY THE CC>1'ITRACTOD. (2)ROWS 10d m 12"O.C.(UN.O.)MIN. 1/2' GYP ALL EDGES (CONTINUE STUDS & SHEATHING ALL EXTERIOR WALL SHEATHING DETAIL. W/(20A6d. MIN.3 KING STUDS EA 24"LAP W/(12)10d IN LAP.SPH4/6/8 FOUND T° UNDERSIDE OF ❑UTLOOKERS) W. M. I2esldentlal Designs m 32"O.C.OR WOOD RODS m 6' SHALL TE TOR A.LL RATED 5/8"0 x 4-1/2"EMBEDMENT WEDGE (2)2x4 4 SYP s DOUBLE INTERIOR SIDE OF OPENING WHEN TRUSSES/RAFTERS O.C.W/3x3xl/8"WASHERS. - SHEATHING W/8d NAILS s 6"O.C.s ANCHORS OR EPDXIED ALL SILL(TYP) SILLS/PLATES/BLOCKING,NAIL USING 2x6 FRAMING,5 KING--�- ALL PANEL EDGES t 12"O.C.IN STUDS EA.SIDE WHEN THREADS m 32"O.C.W/2x2x1/8" FIRST PLATE TO SECOND PLATE CEILING HEIGHT VARIES RAFTER CONNECTORS FIELD(TYP-UN.O.). WASHERS OR UIOOD•TIC RODS m HPAHD22 l5MEI1LY TO USING 2x4 FRAMING UN O_ _ Ol/(2)ROWS 12d COMMONS m 8"O.G. STUD ASSMEBLY 121 112 SYP PT BOTTOM P W/ 4"O.C.WOOD-Tie RODS s /B"ANCHOR BOLT AS LENGTH CONNECTOR PER SIDE OF OPENING WOODxTIe ROD (2' SPH4/6/a m 32"O.G.OR WOop• a INTERIOR.SHEARWALLS ADD SIDE PANEL HEIGHT TO PER TYP.WALL SECTION. ' O 0-7' (1) H5,HQH16, O$ MTS12 MAX, FROM RODS o 6'O.G. EITHER 24"O-C.SHOT PINS OR 16d WIDTH REQUIREMENTS OO � (2> HS'S OR H8'S O$ 5/8"0xl"EMBED A.B.W/2"x2"xl/H" CASE HARD NAILS s I8"O.C. ANCH 5OLT(5) h (ft) MIN. w JACK/STUDS) 7'-14' (1) H16 OR MTS12 WASHER•32"O.C.OR 1/2"0 WOOD-Tic z OR T PINS 7' 2'-1' 4"SLAB W/8"x8"TN- MSTA24 W/C5)10d �'(1 RODS s 6'O.C.W/EITHER SHOT PINS o #2 SYP PT BOTTOM > PER TAIL E/STI 'HPAHD22 NOT REQ'D1U ENED EDGE WIN)-4 NAILS/END m EA.SIDE OF 6' 1'-8 1/2' m THI5 LOCATION IFt11 EA.STUD ABOVE > 14' SEE PLAN 24"O.C.OR 16d CASE"ARDS m 18"O.G. 5' 1'-5' WALL LENGTH>4$ GONE.UNDER DOOR HEADER t JACKS TO JACKS 7' & SHORTER MAY (SEE DETAIL 6/ST2) FINISH USE (4) IDd IN LIEU OF 4 1 2 1/2' FINLS l 1 _i GRADE HEADER TRUSS-TO-> CONNECTIDN GRADE ss TYPICAL WALL yr6 x6 - WIA xWL4 WW 4• •ALL CONCRETE MINIMUM - I-I �� T❑-STUD, 12x6 SPF#2ONNECTIONS' >- PEAK- T❑ 11'� 2x4 STUDSFINISHOR FIBERMESH - STUD-TO-SHOE,STRENGTH,-22B DRAYS.,VE _ - I- -I� II 1 WATERPROOF BARRIER > '1 2x6 YP#2 SHOE-TO-FOUNDATION > 16'� 2x8 SYP#2FOOTING TO BEAR ON UNDISTURBED SOIL HTT22 W/5/8"0 ALL N FOOTING (SEE TYPICAL WALL SECTIDN> THREAD(5 I/2" NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8"OF EMBEDMENT)(TYP) TRADITIONAL METAL CONNECTORS WOOD)KTie ANCHORING RODS BEARING WALL ENDS t WITHIN 8"OF DOOR OPENINGS IN BEARING WALLS. SEE TYP.CONCRETE SECTIONS FOR P A REINFORCING t DIMENSIONING OF FOOTINGS. D H sTi TYPICAL WALL SECTION sT1 SWB - SPECIAL SHEARWALL DETAIL ST1 TYPICAL GARAGE D❑❑R ❑PENING DETAIL ST1 GABLE END BALLOON FRAMING DETAIL p SCALE: 1/4" = 1'-0" SCALE 1/4" = 1'-0" SCALE; 1/4" = 1'-0' ■SWI & SW2 SHEAR WALLS REQUIRE MIN. 48" OVERLAP � M cq W/ MIN. (24) .131x3' NAILS @ TOP PLATE SPLICES DR 2) 2x4 R SYP NGS <l "a W -OVERHANGS <16"s 24"O.G.W/(U H5 s EA �•-� APPROVED TRUSS-TD-> CONNECTORS STUD WALL SPECIFICATIONS MSTA24's W/ (9) 10d/END, CENTERED ON EACH SPLICE. OUTLOOKER TO TOP CHORD OF GABLE TRUSS-, ,G.1 F"1 L(\ Ali UPLIFTS > HEADER PER STRUCTURAL K L _ -OVERHANGS 16" >24" w 16"O.G.W/(2)H5 s EA. UPLIFT (LBS> CONNECTION > HT. (FT) MIN. STUD PLAN OR TRUSS LAYOUT OUTLOOKER TO TOP CHORD OF GABLE TW55 T h Q O E� BLOCK SHEATHING EDGES `./ 0- F4 9 465 (U HS W/ (4) Bd/END SEE -8'-1 1/8' 2x4 S.G. SPF STUDS @ 16' 0/C - 2nd FLR LY ST1 ST1 WITHIN 4' OF GABLE STRUCTURAL NAIL THROUGH A.P.A. OR TECO RATED SHEATHING 1-� 0-745 (U HB W/ (5> IDd x 1-1/2'/END -10'-I 1/8' 2x4 #2 SPF STUDS @ ]6' O/C TRUSS FASTEN SHEATHING 70 FRAMING �1 FLAN. INTO N❑. 2 SPF FRAMING PER SHEAR a 3"/6"O.C.W/8d NAILS. 465-930 (2) H5 W/ (4) 8d/END/EA. -11'-1 I/8' 2x4 q2 SPF STUDS @ 12' O/C S W WALL TABLE. (2)MSTA24 W/(9)lOd W 745-1000 (2) He W/ (5) 10d x 1-1/2'/END/EA. -12'-1 1/8' 2x6 42 SPF STUDS @ 16' O/C A.P.A. OR TEC❑ RATED SHEATHING FASTENED TO BUILT-UP NR BOXED COLUMN MAY O O /END FROM BEAM TO 0-1000 Q) H16/H16S W/ (10) tOd x 1-1/2' TO TOP PL FRAMING PER SHEAR WALL TABLE POST CENTER STRAP @ BE USED IN LIEU OF 4x4 DR 6x6 0-1000 (U MTS12 W/ (7) lOd x 1-1/2'/END (BLOCK A PANEL E ES) SHEAR WALL - ^ JOINT U.N.O. ON A.P.A. OR TECO RATED F+i A.P.A.OR TECO RATED 8d COMMON STRUCTURAL PLAN. USE 4ply #2 SYP OR 5ply #2 SPF 2x4 (4) .131x3' TOE 9_R END- SHEATHING TO MATCH ROOF SHEATHING ON ROOF DECK. # NAILING - BUILT-UP COLUMN LL.O 4x4 NAILS @ EACH SHEATHINGS ROOF SHEATHING SHALL BE (I �� SPACING OUTLOOKER TO TOP X GABLE TOP CHORD ~J PT #2 SYP 4x4 POST USE 5 1 #2 SYP OR 5 l #2 SPF 2x6 1/16"A.P.A.RATED P Y P Y PRE-ENGINEERED ROOF DOUBLE STUDS @ EACH END -COLUMNS GREATER x 2x)-BRACE ON GABLE VERT.AS SHEATHING W/8d NAILS m BUILT-UP COLUMN LL.❑ 6.6 6"O.C.a ALL SUPPORTED TRUSS DR RAFTER OF SHEAR WALLS EDGE FIELD L-STORY 2-STORY THAN 10' OR THOSE � � SPECIFIED BY TRUSS MANUF.(MIN.2.4"2 PANEL EDGES t 12"O.C.IN I( WALLS > 15' LONG NONE FIELD. SW 6 12 REQ'DI WALLS < ]5' LONG SUPPORTING ENGINEERED ¢ C-1 SIS W/6'O.C..131x3'NAILS®MAX 24"O.CJ. STRAP x WORD PRODUCTS USE PT c� HEADER KING STUDS MAY SERVE (2) SPH4/6/8 W/ 1/2'0 x _/ (U SYP 6x6 UCTGABLE TRUSS AS DBL STUDS AT THE ENDS OF 4-1/2" EMBED EPDXIED L� CU.N.O. ON STRUCTURAL :a (2)"2 SYP TOP E. FASTEN W/(2) ALL THREAD & 3x3xL/B' PLAN) SHEARWALLS u ROWS 10d 12"O.C.CU.N.O.)MIN.24"L SPH4/b/8 s 32"O.G.OR WASHER WITHIN 3' OF <2> #2 SPF 2x4 @ EA. N CLIP END OF LATERAL BRACE TO GABLE STUDS/SPH4/6/8. 2x4 X-BRACING s MID SPAN t s TRUSS-TO-> CONNECTOR SEE W/(12)10d IN LAP. WOOD•Tle RODS W/ X #2RNER LL.O. 4x4 POST. <3) A QUARTER POINTS OF GABLE.EXTEND"X„ BOTTOM CHORD W/(2)H5 CLIPS. TRUSS SCHEDULE FOR 3"x3"xl/8"WASHER m #2 SPF 2x4'S @CORNERS F CONNECTOR. 4'O.G. SPA N SW1 3 12 (UHTT22 W/ 5/8'0 x (3)CS16 POST TO SLAB CONNECTION DIRECTLY BENEATH BEAM N BRACES IN MIN.B' t ATTACH TO EA GABLE BOTTOM CHORD TO TOP E W/1"ISTAI8 SEE STUD STUDS PER PLAN PER LA 5-1/2' EMBED EPDXIED AL STRAPS W/ABU44 OR ABU66 W/(12) WHEN 6x6 IS REQ'D. ADJACENT TRU55 W/(3).131x3"NAIL STRAP W/(l)10d/END s 48"O.C.OR)31x3"TOE 5PH4/6/8 m 32"O-C. THREAD. a MAX"X"BRACING SPACING: NAILS TO TOP M s 3"O.C.-STAGGERED AS REQ'D. RAFTER-TD-> CONNECTORS WALL V d t 1/2"0x4 I/4"EMBED HTTI6 t 5/8"0x5-12" OR WOOD•Tle < 4/12 PITCH= WO.C. EP°O'>YiIEdY RILL.THREAD OR EMBED EpOXIEO / 7/16' A A. OR TECO RATED SHEATHING W/ 8d RODS W/3"x3"xl/8" SCHEDULE 1(2)SPH4/6/8 W/ t/2'0 x (2)CS16■ 12 SYP LEDGER FASTENED) cu d/12 <1/12 PITC" =6'O.G. LENGTH CONNECTOR 4W2 3 112 <U HTTI6 t EPDXIED x 5-I2" ALL THRiAD s EA # NAILS @ 4' O.C. ALONG ALL PANEL EDGES AND 6' WASHER s 6"OG. 4-1/4' EMBED EPDXIED AL STRAPS TO Ib'O.C.STUDS W/.131x3" >l/12 PITCH = 4'O.C. ❑.C. IN FIELD. BLOCK ALL EDGES (CONTINUE f 1. 0-7' (1) H5,HB,Hl6, OR MTS12 THREAD W/ 3x3x1/8' EMBED EPDXIED ALL OR ALTl1*•IfATIVE x THREAD. AS SHOUN QN GUN NAILS•EA.STUD cu SHEATHING TO MIDPOINT OF GABLE BOTTOM CHORD) (2) HS'S OR H8'S OR WASHER. >I STRUCTURAII,`MAN. (TRUSS-TO-LEDGER 7'-14' NOTES , ,o CONNECTOR SPECIFIED 0) H16 OR MTS12 #(STRAPP WG, > u y U 5/76" HARDI-PANEL IS PERMITTED AS SUBSTITUTION BY TRUSS ENGINEER) > 14' SEE PLAN CONNECTORS, CLIPS, FOR RATED SHEATHING ON EXTERIOR /%/ -e, D j\ j\j\\/\\/\ BEAM Ili IF FIRST ❑UTLOOKER IS MORE ALL EXTERIOR WALL SHEATHING A,B'S AND/OR WOOD)KTie WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. \/\/ / / / / / / / 2x4"2 STP LATERAL BRACE.(3).131x3" THAN �•-"�� JACKS 7' AND SHORTER MAY APA'OR 2 2x43S"@ FIRST DUTL USE /USE (4) lOd IN LIEU OF SHALL BE l/16"A.P.A.RATED RODS ARE NOT REQ'D @ NAILS THROUGH BRACE INTO EA.TRUSS FROM INTERIOR BEARING 2)OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY j�\\ \ \ \ \�\� BOTTOM CHORD. EXTEND BRACE TO n TRUSS) 110d CONNECTION SHEATHING W/8d NAILS m b"O.G.s \ \ \ \' TECO RATTED LEDGER & CONNETION SCHEDULE (PER TRUSS) ONLY ALL PANEL EDGES a 12"O.G.IN HOLD DOWNS IF SHOWN ON THE FRAMING PLAN. REFER T❑ DETAIL //\�/ \�//\\//\\ FOOTING (SEE FOUNDATION RV«0-((6.._....2x6 W/(5)NAILS s£A STUD. WALLS SUPPORTING SHEATHIN6i:W/ FOURTH INTERIOR TRUSS. Z STUD WALLS WITH BRICK VENEER FIELD(TYP-UN.O.J. ONLY FLOOR LOADS, FOOTING (SEE TYPICAL WALL SECTION) PER TABLE //\//\i 6"/12"OG.I►d RN 111-1241....2x8 W/(8)NAIL5-EA.STUD. MAX LATERAL BRACING SPACING: 3 "V \/ PLAN FOR SIZE) NAILING-4 SIDES < 4/12 PITCH =8'O.G. MSTAIB STRAP OPTION:SECURE BRICK VENEER 3)HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH RV"1242-1862..2x12 W/(12J NAILS•EA.STUp. 4/12 <1/12 PITCH -6'O.C. TOENA OS.131x3" TO WOOD FRAME W/GALV.TIES• #2 SYP BOTTOM > W/ (2) ROWS OF lOd - HPAHD22 W/(23)16d TYP, P❑R C H P❑S T & BEAM ALT B❑X E D R >1/12 PITCH= 4 O.G. I6"O.C.HORIZONTAL t 32"O.C. NAILS @ 12'o/c, STAGGERED. VERT. E SHEAR WALL ASSEMBLY DETAIL* WO D <Ie)NCH STRAFS ORA2)BE USED IN AND LIEU I°I]XIED FRAMING DETAIL 112'=I'-()' COLUMN DETAIL TRUSS LEDGER DETAIL ST1 GABLE END BRACING DETAIL 3/4"TtG PLYWOOD - ST1 SCALE; 1/4" = 1'-0' ALL THREAD/ WASHER (SW AND SW2 HOLD DOWNS) 1/2'=1'-0" 1'.=1'-O' SCALE: 1/4" = 1'-0' NAIL SHEATHING TO BOTTOM M 6"/6"O.C.IDd NAILS t GLUE t BAND BOARD PER REQ'P W/LIQUID NAIL OR EQ. SHEAR WALL EDGE NAILING. A- W/ (2).131x3"NAILS/TOE-NAILS FROM NAILER To HDR OR JACK WUD. TRUSS TOP gHORD L4 STRAP ACROSS JOINTS IN USE 48' STRAPS LLD, WOODxTIE ROD FROM ABOVE,- �--d BAND BOARD W/ 0>MSTA24 SPECIFIED 40' STRAPS SECURED TO BEAM VIA IT TI (9) 1Od NAILS / END IF LOOR DEPTH ) 16' HORIZONTAL $x4 SPF #2 W/ (18)I6d NAILS, MIN. (NOT REQ'D WHEN USING HEADER PER ¢ BLOCKING BTWN TRUSS WOOD TIE ROD THROUGH BEAM SECURED VIA WOOD-TIE ROD & (4)10d @ KING (ll HTT16 W/ (18)]6d (MAY BE WOOD TIE RODS) STRUCTURAL CONT 2x4 04AYBE OMITTED IF (U MSTA18 IS CENTERLINEOF BEAM W/ ROTATED 180° TO CONCEAL FLANGE) NAIL SHEATHING TO TOP > STUD-TO-HEADER, CCC PER REQ'D SHEAR WALL PLAN - USED FR OM BLOCK-TD BLOCK ACROSS EA, 3x3x1/8' WASHER & O EDGE NAILING EACH END AND EACH FLOOR TRUSS OR PLY, CU TRUSS) NUT. ATTACH 2ND FLOOR STUDS TO I-JOISTS UPPER FLOOR STUDS TO LOWER 10d m 6"O.C. -V IST FLOOR FLOOR STUDS OR FLOOR FLOOR STUDS OR LOWER FLOOR TRUSS-TO-fE t A.P.A.OR TECO RATED CONT.2x4 TO 9x4 BEAM WITH 40"LENGTH OF G516 IE-TO-9TS1D CONNECTOR SHEATHING WI(l)ROW OF BLOCKING ••v�/�� (2) # 2 SYP TOP >. ATTACH FIN OF LUIND BdNAILS 3"O.G.s TOP HORIZONTAL 2x4 SPF #2 0 BEAM W/40"LENGTH(48"IF FASTEN W/ (2) ROWS STRAPPING WRIU 10d/END. SGHEDUI,E FOR SPACING (INTO R'9)t BOTTOM SECTION BLOCKING BTWN TRUSS Cq FLOOR DEPTH fl'_16'7 OF 0816 CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET STI) TO HpR X NAILER SEE STUD l)d 12'o/c W/ MIN. (12) (INTO HEADER).NO SPH'S i--4 STRAPS m 3 ON F W/(IU 10d/END OR WOOD•Tle RODS s 4'O.C. /rte !CENTERED ON FLOOR SYSTEM) WALL SCHEDULE IDd IN,p pL.AP (U.N,OJ MW. 2X4 •1 SPF NAILER REQUIRED W/UPLIFTS UP ROOF SHEATHING OR USE WOOF-Tle RODS m(.'O.C. ALL EXTERIOR W411L 60RATHING TO 1000•/TRUS5. IF TRUSS C4'O.C.s INT.WALLS). CONTINUE SHALL BE lA6"A.F.A.RATED SPF STUDS ALL JACKS T❑ HEADERS JACK t KING STUDS, UPLIFTS EXCEED 1000", WOOD BEAM QUANTITY/SIZE/GRADE/SPECIES SHEATHING WITH Bd NAILS AT b" MSTA18 W/(6)10d IN QUANTITY PER CALLOUT EA.TRUS5 MUST BE J T 1 W❑❑D)K T I E BEAM C❑N N E C T I O N ALTERNATIVES HEADER, ( (6)1 IN JACK. ON STRUCTURAL PLAN. CONTINUOUS 2x4 SFF R W/(3) OF STUD COLUMN SPECIFICATION O.C.AT ALL PANEL EDGES AND CONNECTED TO THE .131x3"NAILS TO EACH TRUSS ^ v ON STRUCTURAL SHEET(SI OR 12"O.C.IN FIELP CTYP-UN.O.). V2"0 x 4-1/2"EMBEDMENT WEDGE HEADER SEE$I SCALEI 1/4' = 1'-0' VERT,t s 6"O.C..131x3"NAILS ANCHORS OR EPDXIED ALL ENGINEERING SHEET. TO INTERMEDIATE BLOCKING. S2)7HROUGH FLOOR SYSTEM TO #2 SYP PT BOTTOM > w/ SPH4/6/6 BOW WINDOW TRUSS TOP CHORD FOUNDATION t ADD(1)CSI6 PER THREADS s 32"OL.W/2x2x1/8" ADD(1)MSTA15 STRAP W/(1) O 32"o/c OR WOOD•Tie RODS @ 6'o/c. ,. OPTION FASTEN ADJACENT KINGS o (3) ROWS OF 10d PAILS WASHERS OR llJp°p•Tle RODS s ;,.. .-� 10d/END m EA.SPLICE(CONT. PLY ACROSS FLOOR SYSTEM ,,/ :' AN➢ JACKS w/ (2> @ 8' ❑.C., STAGGERED AS COR WOOD-Tie RODS CONT.TO 5/8"0xl"EMBED A$.W/2"x2"xl/S' 4"O.C.WOOL)•Tie RODS m /FASTE1�A )AGENT KINGS ROWS OF 10d @ 8'O.C. HEEL/END VERTICAL 2x4 MAYBE OMITTED IF(I) a ' (t) ROW OF 10d NAILS: FOUNDATION) INTERIOR SHEARWALLS ADD AND JA" W/(2J ROWS OF I MSTAIB IS USED FROM @ 4' O,C. STAGGERED,(tl SHOWN, EA PLY. WASHER®32"O.C.OR 1/2"0 WOOD'Tle OF TRUSS EITHER 24"O.C.SHOT PINS OR 16d 'i IDd s B"b.G.. WOODt1TIE ROD ADJACENT EA.TRUSS) BLOCK ACROSS T 1/4' OFF < OF 2x6. RODS•6'O.C.W/SHOT PINS s 2d"O.C. - (ll ROW OF LOd NAILS @ 6' O.C, OR 16d CASE HARDS s la"O.C. CASE HARD NAILS s IS"O.G. i T❑ KING STUDS EACH SIDE EA.TRUSS) S,r1 `SCJ • DF OPENING Z 6'-0' _ED CENTERLINE OF 2 4 /4 OF 1 5 a '' ' ' "' •• !• BOTTOM >� OPENINGS GREATER THAN 1/19HEATHNG W/4�6"O.GTSd x / L7 / ALL JACKS TO STAGGERED, WITHIN 3 ` • + SPH4/6/6t PER JACK 6' USE 5/8'0 ANCHORS @ NAILS-BLOCK ALL PANEL w .. 32' OC, OR 1/4'0 EDGES. J FINISH '„4 ••• 6 x 6 - WIA x W14 �4• ,y - TAPCONS AT 24' O.C. - ED - GRADE WWF OR FIBERMESH • •% WATERPROOF BARRIER - xALL CONCRETE MINIMUM 25 0 TRUSS-TO > CONNECTORS DOUBLE TOP > OF WALL { PSI COMPRESSIVE STRENGT - -- SEE TRUSS SCHEDULE FOR @ 28 DAYS.■ DOTING (SEE TYPE COIL A & B / STI) FOOTING TO BEAR ON UNDISTURBED SOIL TYP FOUNDATION 1/2' #2 SPF ❑R SYP 2x6 2" 5/8° DETAILS) NOTES MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS STUDS / SHEAR WALL (IF USED)WITHIN 8"OF BEARING WALL ENDS t WITHIN 8"OF DOOR OPENINGS IN BEARING WALLS- FRAMING PER PLAN ` SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING i DIMENSIONING OF FOOTINGS. BUILT-UP COLUMN TRADITIONAL METAL CONNECTORS WOOD)KTie ANCHORING RODS #2 SPF ❑R SYP 2X4 PLATE HGTS, UP TO 16'-1 1/8' #2 SPF OR SYP2 3 B F M BRACING ❑F TRUSS HEELS BUILT-UP COLUMN BUILT-UP COLUMN GENERAL NOTES ST1 MULTI-STORY TYPICAL WALL SECTION ST1 TYPICAL OPENING FRAMING DETAIL - U,N,O, ST1 (OVER 16" TALL) AT SHEAR WALLS PLATE HGTS. UP TO 12'-1 1/8" SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. PLATE HGTS, UP TN 20'-�' FASTEN WALL SHEATHING-TO-POST W/ MIN 8d's @ 12' O/C OR GYPSUM-TO-POST W/ MIN 5d's @ 4' O/C SCALE: 1/4' = 1'-0" SCALE: 1/4" = 1'-0' SCALD 1/4" = 1'-0" *TYPICAL CONNECTIONS @ STUD 1.THE WOOD TIE ANCHORING ROD SYSTEM CONSIST OF VERT. ORIENTED 5/8"DIA.,A307 COLUMNS JACK-TO-KING STUD MULTIPLE PLY POST C❑NNECTI❑NS THREADED STEEL RODS SECURED TO THE FOUNDATION VIA AN EMBEDMENT OF NOT LESS TRUSS BOTTOM CHORD MAY ASSEMBLIES. CORNER POST. ETC. BE BRACED WITH EITHER TOP PLATE MAY BE SCALE: 1/4" = 1'-0" THE 1x4 METHOD OR THE (1) WOOD-Tie ROD ADJACENT TO STUD POST IF PORCH BEAM IS NOTCHED TO ALLOW PORCH THAN 4-1/4°INTO 3,000 psi CONCRETE W/AN EDGE DISTANCE OF 2"(3"WHEN 2x6 FRAMING IS BLOCKING METHOD. EITHER SEE TRUSS ENGINEERING FOR MAX CONVENTIONAL LUMBER (2x8, 2x10, 2x12, ETC). (1) WOOD■TIE BEAM TO BE LET IN TO METHOD IS ADEQUATE AND o/c SPACING OF BRACING-SEE ROD ADJACENT TO EACH SIDE OF POST IF PORCH BEAM IS WALL PROVIDED THAT n) USED)&SECURED W/SIMPSON @ ACRYLIE-TIE 2-PART EPDXY,OR OTHER 2-PART EPDXY DOES NOT DEPEND ON THE RLB, '91 FOR ADDITIONAL TRUSS ENGINEERED LUMBER (LSL, LVL, PSL, ETC. 2x4 #2 SPF POST IS ADDED DETAIL TO BE FOLLOWED AT ALL W/E .OR HIGHER ALLOWABLE TENSION LOADS FOR THE ID. ROOF SHEATHING SUPPORTED EDGE Q NAILING PER PLAN OVERHANG DIMENSION. BRACING INFORMATION. TO EACH SIDE OF PORCH LOCATIONS WHERE EXTERIOR WALL C BEAM I SUPPORT TOP >. 2.APPLICATION 2-PART EPDXY.THE RODS,A SINGLE,CONTINUOUS ROD OR ROD SEGMENTS O 2x4 SPF/SVP (#2 OR BTR) W ADDITION; <ll WOOD•Tie IRONS BETWEEN TO PARALLEL TRUSSES. � O 11 1/4' MAX BLKNG @ ALL PANEL EDGES PORCH BEAM MAY BE NOTCHED ROD SHOULD BE INSTALLED COUPLED TOGETHER,CULMINATE DIRECTLY ABOVE THE TOP PLATE W/A 3"x3"xfta OR 1/8" N0.2 SYP 2x CONT.TO TRUSS t AROUND TOP PLATE PROVIDED THE ROOF/FLOOR UP TO A 2x12 TOP PLATE W/.13lx3" -MATCH Ix4 SYP CONT BRACING TOTAL DEPTH OF THE BEAM IS > TO EACH SIDE OF PORCH TRUSSES TH. STEEL WASHER&NOT WHERE IT SECURES THE PLATES AGAINST VERT.MOVEMENT. O BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF 2.6 5PF OR SYP(•2 OR BTR) 9B. w/ (2) 10d TO EA TRUSS, 9-1/4' UNLESS NOTED ON THE BEAM AND (1) MSTA24 •-1 SHEARWALL SHEATHING BLKNG m ALL EXT WALLS w/ D❑ NOT SPLICE - OVERLAP STRUCTURAL SHEET SI. SHOULD BE ATTACHED TO 3.THE NUT SHALL BE TIGHTENED UNTIL THE.WASHER SHOWS THE SLIGHTEST EXAMPLE OF (EITHER b"O.C.OR 3"O.C.). 6'O.C.12d TO TOP B. JOINTS MIN (2) TRUSSES (1) SIDE OF EACH TOP > CENTERED ON THE JOINT. DEFORMATION(ABOUT 25 Ib ft OF TORQUE). w 2X4 12 SPF SHEATH TRUSS a❑sEsr TO VINYL SOFFIT LEDGER 4.@EXT.WALLS, 1 WOOD TIE ROD SHALL BE.INSTALLED @ EA.CORNER POST-ON THE SIDE lz, INTERIOR WALL W/ 7/16' A,RA. OR� W/(4).131 X TECO RATED SHEATHING W/ 8a @ 3' _ 3/6"APA NAIL PosT To 3"TO EAG" - OF THE POST W/THE OVERLAPPING UPPER-MOST TOP PLATE-&@ NOT MORE THAN 4'O.C. O0 O.C. AT ALL EDGES AND 12' O.C. IN SHTN'G w/ PORCH HEADER INTERSECTING THE FIELD - BLOCK ALL EDGES 6"O.C.6d W/(I)ROW OF.131x3" TRUSS 5.OPENINGS GREATER THAN 4'O.C.SHALL HAVE 1 WOOD TIE ROD PLACED @ EA. SIDE OF r FASTEN SOFFIT TO 1"/l"O.C.5d OR Ix4 NAILER w/(2)10d 2x4 #2 SYP TOP > NAILS e 2"O.G. (MATCH NAIL PATTERN SPECIFIED OR Bd TO 1x4 MEMBER- (3) .131x3' TOL" OPENING. 2x FASCIA OR '6 I I/4 SCREWS m EA 16"O.G.STUD PORCH BEAM, FOR SHTN'G @ SW BELOW). SW] NAILER t 2x USE WHEN MTF FASCIA THRU. SEE NAILS @ AND SW2 WALLS ONLY. FASCIA BOTTOM EDGE OF 2x NEED NOT BE SOFFIT TO 2x STRUCTURAL EACH FLUSH W/ EDGE OF TOP >. FASCIA W/A-Pv'D SHEET SI FOR CHORDS ON FASTEN CHANNEL TO FRAMING, TRUSS OR FASTENERS m MINIMUM SIZE. DIFFERENT 6.@ INT.WALLS,1 WOOD TIE ROD SHALL BE INSTALLED @ EA. CORNER POST-ON THE SIDE MAX 6"O.G SIDING OR MASONARY VENEER w/ SEE DETAIL A/B FOR STUD HEIGHTS ON LEDGER 1 ve APPV'D FASTENERS MAX m 6"O.C. OVERHANG DETAIL FOR SIZE/SPACING REQUIREMENTS, OPPOSITE TO OF THE POST W/THE OVERLAPPING UPPER-MOST TOP PLATE-&@NOT MORE THAN 6 O.C. �> SIDES OF BLOCKING. OVERHANGS OVER 16' NET 7.ADDITIONALLY,IF NO OTHER HOLD-DOWN IS USE&/OR PRESENT,A WOOD TIE ROD SHALL F-' WALL. OVERHANG DETAIL FOR (3) 131x3' BE PLACED EA.END OF EA. SHEAR-WALL SEGMENT IF THE END OF THE SEGMENT DOES SHEARWALL (SHEATHING & PORCH GLN'G NOTE: @ CONNECTORS PER PLAN OVERHANGS T❑ 16' NET SHEATH PORCH cLN'G(S)W/ TOENAILS @ 3/8"APA-RATED SHEATHING STUD POST - Iply 2x4 #2 SPF EACH NOT COINCIDE W/A CORNER OR OPENING. W/4"/6"O.C.bd OR 8d NAILS. POST PER PLY OF PORCH BEAM 2x412 SNF BLOCKING TO BLOCK ALL PANEL EDGES. FOR CONVENTIONAL LUMBER. 2pty BLOCKING m TOP PLATE 8.FOR 2-STORY WALLS,WALLS OVER 11'HIGH,OR CERTAIN OTHER APPLICATIONS WHEN A 2x4 #2 SPF POST PER PLY OF za"o.c. W EXTERIOR SINGLE,CONTINUOUS THREADED ROD CAN'T BE USED,A COUPLER SHALL BE USED TO JOIN WALL PORCH BEAM FOR ENGINEERED EXTERI❑R 2 OR MORE PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE LUMBER. - ----GYPSUM (LNG DIAPHRAM - -_ --C❑NTINU❑ N - - - - - - ---_ - - - -- - -WALL _ _ --_ _ -- - --- -_ - - _ -- - TO FOUNDATION. NOTE, (NOT PERMITTED w/ PARTIALLY ALTERNATIVE \ THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE ENCLOSED BEND DESIGNS) 9.THE SHALL BE LOW-CARBON STEEL W/A CROSS-SECTIONAL AREA OF NOT LESS W O SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO J C CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK, G N PORCH BEAM T❑ STUD U THE HOUSE IS TIED DOWN THAN.2O SQ.IN.,IDEALLY 1'/a"LONG x 11/16°. 7 USING CONVENTIONAL STRAPPING, N TRUSS BLOCKING 10.EA. ROD SHALL BE THREADED NOT LESS THAN 5/8"INTO THE COUPLER&THE 2 ROADS REFER TO THE S1 STRUCTURAL ST1 ALTERNATE INTERI❑R SHEARWALL FRAMING ST1 TRUSS BRACING & OVERHANG ALTERNATIVES STI WALL DETAIL SHEET FOR PORCH BEAM ST1 DETAIL W CONNECTION DETAIL.. SHALL MAKE CONTACT @ OR NEAR THE MIDDLE OF THE COUPLER&BE TIGHTENED SO AS � ^ SCALE 1/4" = 1'-0" SCALE: 1/4' 1'-0' SCALE: 3/8" = 1'-0" SCALEI 1/4' = 1'-0" TO PREVENT THE MOMENT OF THE COUPLER OR EITHER TIIREADEDROD. {� 11.Oa EXT.WALLS,APA OR TECO RATED SHEATHING,OR 5/16"HARDI-PANEL SHALL BE APPLIED TO 1 SIDE OF THE WALL. 12.AN ADDITIONAL ROW OF 8d NAILS(6d W/HARDI-PANEL)SHALL BE PLACED @ 6"O.C.INTO E..� THF TOP PLATE.ASSFMBT.Y IN ADDITION TO ANY OTHER NAILING SPECIFIED FOR SECURING THE SHEATHING OF THE FRAME. 13.@ EXT.WALL APPLICATIONS WHERE THE WOOD TIE ANCHORING RODS ARE USED TO- £f'1 a)RESIST ROOF UPLIFTS N b)RESIST OVERTURNING MOMENTS i--4 c)RESIST LATERAL WIND LOADING(PERPENDICULAR TO THE WALL) d)DISTRIBUTE SHEAR-WALL LOADS(PARALLEL TO THE WALL) 14.ADDITIONAL INTERMEDIATE SHEAR CONNECTORS SHALL BE REQ. 8.THE INTERMEDIATE SHEAR CONNECTORS SHALL BE EITHER 5/8"DIA.x 4'/4"EMBEDMENT THREADED/EPDXIED RODS OR 5/8"DIA.x 4"EMBEDMENT POWERS FASTENERS BLUE-TIP DRAWN BY WEDGE-BOLTS,LOCATED @ OR NEAR MID-POINTS BETWEEN WOOD TIE ANCHORING RODS, �B 11 1 " 11/4" K/1`j.I'j BUT IN NO CASE MORE THAN 48 FROM ANY 2 ANCHOR COMBINATIONS;OR/t DIA x EMBEDMENT TapCon ANCHORS OR.163"(OR LARGER)DIA.x 1'/2"EMBEDMENT BTADT DATE r r 1 POWER-ACTUATED FASTENERS,LOCATED @ OR NEAR 3-POINTS BETWEEN WOOD TIE 4-20-05 ANCHORING RODS,BUT IN NO CASE MORE THAN 32"FROM ANY 2 ANCHOR COMBINATIONS OR 16d CASE HARD NAILS @ NOT MORE THAN 18"O.C. it gem 1/4 16.@ EA. SIDE OF THE SHOE PLATE JOINT,ANY 1 OF THE 4 INTERMEDIATE SHEAR aoB No. ' R4 CONNECTORS OUTLINED IN THE PRECEDING PARAGRAPH SHALL BE USED TO SECURE THE M012-o5 I,h PLATE&PREVENT HORIZONTAL MOVEMENT. BALL DETAIL SHEET C /r; �'�, '', �I (,1_ ",11 ,, d " 17.THE SHOE-PLATE JOINT FASTENER SHALL BE LOCATED WITHIN 6"OF THE JOINT. PLAN No. 18.THE TYP.MAX.ALLOWABLE TENSION LOAD FOR EA.UNIT IS 3,675# ai INT.LOCATIONS& KEPUP M81I) NCZ 1" 2,943#@ EXT.LOCATIONS,WHEN INSTALLED AS DESIGNED. SHEET NO. 19.WHEN A 3"EDGE DISTANCE IS USED W/2x6 FRAMING,THE TYP.MAX.ALLOWABLE TENSION LOAD FOR EA.UNIT SHALL INCREASED TO 3,499# a1 EXT.LOCATIONS. (S-2-2 Copyright. '2ID W. M. Qesideatia -- THEBE URAWDVGB ARE STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. IN ANY 5TUCC0 CORNE 4" CONIC SLAB w/&x&x10n0 WWF STRUCTURAL GENERAL NOTES — REDRODDCE'D OL2 COBEAD 1' BELOWL7�OVER 6 MIL VAPOR BARRIER OVER PORMonMANNERSSISTOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED - 00 GLEAN,WELL APR BAR ,TREATER FILL 4" GONG SLAB W/&X&X10/10 W(LF SLOPE 3/4" X 12" WITILOUPTHEWDentiTTEN STUCCO CORNER OVER& MIL VAPOR BARRIER OVER A7 GARAGE POOR AND DERPII88IBEAR 1" BELOW 4" GONG SLAB W/&x&xl0/10 uxUF MAY BE USED Ft CLEAN,WELL COMPACTED,TREATED FILL EXP.JOINT W. M. Residenti FINISHED FLOOR OVER& MIL VAPOR BARRIER OVER AS BRICK LEDG GLEAN,W LL COMPACTED,TREATED FILL SLOPE GRAD VARIES I (U•5 REBAR CONT. m HEADER COURSE 4" GONG SLAB W/&x&xIm/10 WWF A. METHOD USED MEET VIN. LOADING Q R 2004 BUILDING COD ( 4 ND LO 7-02 & 7 SLOPE — _ = OVER& MIL VAPOR BARRIER OVER DESIGN REQ. PER FLORIDA E '0 FBC}, WI AD PER ASCE 198 W. M Qesidential Designs (p DIMENSIONS ARE (X — 1I I I=III GRADE = MIN.DISTANCES Q c�IIII= 4" 11 I STOfiZY IM N510N5 ARE 0 _ — GLEAN,WELL COMPACTED,TREATER FILL NDS. IT 19TIZDE&PSIWA NO 8BDLTYPORANY — B. TYPE OF CONSTRUCTION HOME BUILT FROM THESE PLANS. p E _ _ — 1=11 (p — & MIN.DISTANCES II=IIII- IIII � -- REBAR — ON o4 FBC - TABLE 6 UNPROTECTED. CLEANCOMPACTED —III=1 2STORY = _ _ #S YP UCTI 00V, U ITL8THEREBDONSIBILCKANITY Of THE IIII=IIII=IIII_ ____ -IIII-IIII,-1111 @ zo„ ❑,C, DD nALLDMMIERORG»AL cv • • III SAND FILL I STORY W/2 OR LESS COURSES, * - _ CONTRACTOR To CHEC;inND �p POUR STEMWALL SOLID OR USE 10"x20"FTN'G =1111=I I I I=I I I=IIII= I 1 —l2r5 CONT. - 1-STORY I 1 I I I I 1 III 1=11 I I, 1111= PDO(ALLNG WITH CC TID.UC IO • I=IIII=IIII =IIII=III III E. STRUCTURAL/BUILDING TYPE PER '04 FBC 1606.1.5: PARTIALLY ENCLOSED BUILDING. TBE DI20CEID1Nc WITH cLOCAL oNSTnDcrioN. /❑ BRICK = I (TYP.VERTICAL REINFORCEMENT): "5 DOWELS (3)"5 GOVT. - 2-STORY 1111-- 1=I =& MIL VAPOR BARRIER STATEB ILDINCEOFESMUST D _ F. WIND EXPOSURE: C STATE BUILDING CODES MUST BE THE O R ®CORNERS 4 48"o/c THEREAFTER - BEND I&" G. STRUCTURE/BUILDING: II VII2D'IED BY C NTDdCTO . —IIII =1I ALL DOUJEL5 e TOP 4 BOTTOM,EMBED I=IIII= III=III II 11I I I I I II I I I IIII 1=I 11 IIII=III C - 3. R-3 Luj ICK III III=I I MINIMUM&" INTO F0071NCs /12' INTO SLAB 1 STORY _ _ _ (IY"5 CONT. H OCCUPANCY TYPE PER '04 FB CH W M QeBideIItial De81gn8 (GROUT ALL CELLS W/REINFORCEMENT) III 20" —IIII=I 12" _ sl TORY FOOTING SIZE MAX.STEMWALL HEIGHT: l5) 2 STORY) I—III III—I 111—IIII I. WIND IMPORTANCE FACTOR: 1 W/O BRICK 12' WIDE W/ (2)#5 CONT. 8" COURSES WALLS > (5)8" 1 STORY FOOTING SIZE W/ BRICK 20' WIDE (INCLUDING LEDGE) W/(3)#5 COURSES HIGH REQUIRE W/O BRICK 16'x8' W/ (2)#5 CONT ADDITIONAL ANALYSIS d W/ BRICK 2o'xs' w/ (3)#s CONT, TURNED DOWN EDeE GENERAL: c7N 00 2 STORY 2 STORY /Q W/❑ BRICK I6• WIDE w/ c3)#s color. REINFORCEMENT. w/o BRICK 20°x10• w/ <3)#s CONT 1(///��) g� III A. DESIGN IS VOID AFTER 2 YRS FROM ORIGINAL DATE OF ISSUE, UNLESS UPDATED TO ACCEPTABLE CODES & PRACTICES ® THAT TIME. I � W/ BRICK 24' WIDE (INCLUDING LEDGE) W/(4)#5 4'x10' W/ (4)#5 CONT. IX/ �EARIN �T�I �ON O W/ BRICK 2 B. DO NOT SCALE. USE DIMENSIONS FROM THE ARCHITECTURAL PLAN. NOTIFY ENG. IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN 000 1 TYPICAL FOUNDATION DETAIL I TYFICAL FOUNDATION DETAIL PLANS. W 8 O C. ALL DETAILS SHALL BE IN ACCORDANCE W/INSTRUCTIONS FROM MANUFACTURER OR DESIGNER. Q O D. ALI, TEMPORARY SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14 ON E. ALL HURRICANE TIES SHALL BE SIMPSON STRONG-TIE CONNECTORS, OR EQ. O T/� SEE STI FOR VERTICAL WALL CONNECTION. F. NAILING PATTERN FOR ROOF SHALL BE 4° O.C. ON EDGE & 6" O.C. IN FIELD. SCJ ' ' ti4" GONG SLAB W/&X&X10/10 WWF G. NAILING PATTERN FOR WALLS SHALL BE 4" O.C. ON EDGE & 6" O.C. IN FIELD. W 1-j-Z S 1/ OVER& MIL VAPOR BARRIER OVER + MAX. 2 COURSES 4" GONG SLAB W/&X&X10/10 UkUF WI 5 1/2" WIDE CONC.SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STI FOR VERT. CLEAN,WELL COMPACTED,TERMITE H. THE ROOF ASSEMBLIES COMPLIANCE W/WIND CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED BY THE ENG. OF RECORD, AS ^I WALL CONNECTION. OVER , MIL VAPOR BARRIER OVER STOP LATH AND SLAB LEVEL.TOP TO GARAGE FLOOR (D04 CONT. IN SOLID GROUTED TREATED FILL GLEAN,WELL GOMPAG7EP CREATE PILL / _ VARIEsi MAX 5 I/2" (HEIGHTS EXCEEDING SUBMITTED W CONST. DOC. STUCCO CORNER U-BLOCK COURSE J ALL ROOF & FLOOR TRUSSES SHALL BE BRACED W/2x ® 4' O.C. BEAD V BELOW WIDTH REQ ADDITIONAL ANALYSIS) _ = O FINISHED FLOo 4"CON( SLAB W/&x&xIm/10 WWF TYP-SLAB VARIES — — — J. BUILDER SHALL PROVIDE #5 VERT. REBAR IN FULLY GROUTED CELLS ® CORNERS, AROUND OPENINGS, & 4' O.C. FOR CONTINUE RUNS nil_ — IIII — II I 11111, IIII „1111 OVER& MIL VAPOR BARRIER OVER TYP.VERT. =IIII=1I I1 _ _ = OF WALLS. cq CLEAN,W LL COMPACTED,TREATED FILL o - — — — — ---__ — _ —_ IIII= = 1=1 =6 MIL VAPOR BARRIER REINF. _ =IIII=111►— III I=1I I=1I NE - M SLOPE _—__ IIII-IIII=IIII — — _ 1111=1111 IIII 1—IIII—IIII—IIII- FOUNDATION: GRADE - __ — =IIII=IIII=IIII=IIII=IIII — 4 W AN coMPACtEP — =IIII=IIII 11 TYP.FOOTING SEE 1/ST2 FOR NT III I = _ _ — =1 II I II S.. _ (IPS CONT_=1 A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE W/PERTST NT STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, & ACCEPTED CLEAN —IIII SIZE/REINFORCEME =IIII=IIII= 1111=IIII SAND FILL IIII=I1 I� 1111 (111-IIII 1=III IIII=IIII=IIII ENGINEERING DESIGN PROCEDURES, & IS BASED ON THE BEST INFORMATION AVAILABLE ® THE TIME OF COMPLETION. THE DESIGN IS • — I—IIII — INTENDED TO MIN. DIFFERENTIAL MOVEMENT RESULTING FROM THE HEAVING OF EXPANSIVE SOIL OR SETTING OF SUBSURFACE SOILS. H IIII=IIII IIII—IIIIIIIIIIII—IIII` IT MUST BE RECOGNIZED THAT FOUNDATION COMPONENTS WILL UNDERGO MOVEMENT. ANY SUBSEQUENT OWNERS SHALL BE APPRAISED `z ISI-111 _ _ =IIII— J =1111= OF THE SOIL CONDITION & ADVISED TO MAINTAIN GOOD PRACTICES IN THE FUTURE W/REGARD TO SURFACE & SUBSURFACE DRAINAGE, W O TYP.FOUNDATION = = FRAMING OF PARTITIONS ABOVE FLOOR SLABS, & FINISH WORK ABOVE THE FLOOR SLABS, ETC. O 11=1III�== —IIII— 5TEF DOWN IMENSIONS AR IIIIIIIIII I B. (SIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL W/AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSE. ACTIVE EFP= 30 PCF I A, IN.DISTANCES 1111 III NON-LOAD 5EARINC TURNED DOWN � � LEVEL BACLL UNDER II O C. SOH. BACKFILL UNDER SLAB SHALL BE COMPACTED IN 12” MAX. LIFTS TOA DENSITY OF ® LEAST 99% (+ OR - 27.) OF THE MAX. � ATGARAGE DENSITY DETERMINED BY AASHTO T-180. FOUNDATION AT GARAGE O FOUNDATION C\_/ D. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENT STRENGTH & HAVE BEEN ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. 4" GONG SLAB W/&X&X10/10 WWF E. ALL FOUNDATION PADS SHALL BE FORMED TO PROPER DIM. AS INCITED ON THE DRAWINGS & CENTERED ON COL. OR WALLS. OVER& MIL VAPOR BARRIER OVER F. THE LOCATION OF FOUNDATION JOGS, STEPS & TOP OF WALL ELEV. & CONNECTIONS ARE CRITICAL TO FOUNDATION PERFORMATANCE. OVERLAP SLAB RECESS SLAB 3/4"FOR CLEAN, WELL COMPACTED,TERMITE SLOGK OR THESE ITEMS ARE SHOWN ON THE PLANS BUT MAY CHANGE DURING THE ACTUAL CONSTRUCTION. AS A RESULT, THIS DESIGN CAN NOT I I/2" THRESHOLDTREATED FILL 2° /HEADER FORMED 4 CAST Q ADDRESS PROPER FOUNDATION CONFIGURATION UNLESS STATED SPECIFICALLY ON THE DRAWINGS. DEPTH = STUD + 1 I/4"(FROM STEP DOWN OUTSIDE FACE OF BLOCK) RECESS SLAB 3/4" FOR 5GD #5 REBAR @ ZO" ❑,C. A. ACCORDANCE W/ACI 315-80 (REV. 19 ) DETAILING MANUAL. . CONCRETE COVER FOR REINFORCEMENT CONCRE • VARIES DETAIL REINFORCEMENT [ W A REV B8, D NG MIN 4" CONIC SLAB W/&X&Xl0/10 ULF - _ —_ OVER& MIL VAPOR BARRIER OVER — TYP- SLAB SHALL BE AS FOLLOWS GLEAN,WELL COMPACTED,TREATED FILL _I I_I I—III 1— I=IIII—I I TYP.SLAB -)III IIII= 11111 I I I I1 I I I I I 1) CONCRETE CAST AGAINST EARTH 3° / 1—IIII—III — —IIII=IIII= — - _ = I=IIII=III — _ = 2) FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1-1 2" =1111=IIII=IIII III I=IIII=1I I I =III I=� — II=1111—IIII= =1111= =IIII i I I I=IIII=IIII 3) INT. SLABS, WALLS 3/4" GLEAN COMPACTED = = I TYP.FOOTING - SEE 1./ST2 FOR — — =IIII=III =IIII I I=11 1 =IIII-111 I—I I I I — 111=1111= I III I -__= IIII YPIGAL FOOTING SAND FILL = _ SIZE/REINFORCEMEN — _(25 CONT. - I-STORY FOR C. REINFORCING STEEL SHALL CONFORM TO ASTMIVE DESIGN STRENGTH OF A615, GRADE 40,RETE USED FOR FOUNDATION SLABS SHALL BE 3,000 PSI AFTER 28 DAYS. -^ • . =1111=IIII I11I=IIII=III) IIII=IIII=1111= -IIII=IIII =11— IIII IIII 1111 _ V� _ — — (3J"5 GOVT.FOR III=III 1111=1111 REINFORCEMENT D. LONGITUDINAL REINFORCING IN WALLS & FOOTINGS SHALL BE CONTINUOUS ® CORNERS & INTERSECTIONS. MATCHING CORNER BARS t"---t III=III : IIII=IIII IIII=IIII=1 = I = II—IIII 2-5TORY _ =IIII �� IIII= _ � =IIII= SHALL BE USED. MIN. LAP OF REINFORCING SHALL BE 40 BAR DIA., BUT NOT LESS THAN 20". TYP-FOUNDATION I STORY I I I III • • —II E. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LDdITED TO MIX DESIGN, MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING & IIII=_=1111= 2 ST 11 — — — PLACING, CURING, & TESTING SHALL BE DONE IN ACCORDANCE W/THE REQ. & APPLICATION OF ACI 301-84 (85), "SPECIFICATIONS FOR ��O'I Fn"'I ORY) IIII=IIII 1111=1111 F�1 FSI �O 1I I I—IIII-1111—IIII=II _ STRUCTURAL CONCRETE-. IIII=IIII=IIII= 1111=1111—IIII= F. PORTLAND CEMENT SHALL BE TYPE 1 OR II - ASTM C150. CEMENT SHALL BE BLENDED AS PER ASTM C595, TYPE IP. ' 1 I N T I O E I NCS tit I' G. AGGREGATE SHALL COMPLY W/ASTM C33 OR ASTM D448. �•� 5TEI (WALL 5TEF DOWN H. WELDED WIRE REINFORCING SHALL COMPLY TO ASTM A185 OR A497. v 1. BAR MATS SHALL CONFORMING TO ASTM AI84. r-. WOOD: HOLD HDR.BLK. 4" GONG SLAB W/ R BARRIER WOLF OVER& MIL VAPOR BARRIER OVER A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER: v TO OUTSIDE MARBLE SILL CLEAN,WELL COMPACTED,TERMITE 2 x RAFTERS/BEAMS/JOISTS #2 SYP 19% M.C. 1 1/2„ TREATED FILL I-JOISTS PROVIDED BY TRUSJO[ST, OR EQUIVALENT. `l/ ^ a 1-1/2° TYP.SLAB 5"MAY VARY (^� TILE HAND TOOL ALL CONTROL JOINT ENGINEERED BEAMS PROVIDED BY TRUSJOIST, OR EQUIVALENT. a 4" GONG SLAB W/&X&X10/10 UAI1F _ _ (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE PLATES #2 SYP 19% M.C. OVER& MIL VAPOR BARRIER OVER _ _ _ PLAN) 15 WORKABLE STUDS #2 SPF 19% M.C. - TYP. - UNLESS NOTED OTHERWISE r^ U GLEAN,W LL COMPACTED,TREATED FILL -IIII=IIII— I=IIII=IIII STUD GRADE SPF 19% M.C. (2x4 UP TO 8'-1 1/8", l-STORY RESIDENCE ONLY EXCEPT PARTIALLY ENCLOSED STRUCTURES) V w B. ALL NAILS SHALL. BY TYPE "COMMON" UNLESS NOTED OTHERWISE. w Q _I=IIII=III — —IIII=1I I I= 0 16d = 0.162 x 0.5" `'� -I1I1=1111=I1=I1 IIII=I I II=I I11 12d = 0.148 3. „ -,� =IIII=III I=11 I I TYP.1=Cj`OTING ISEE 1/572 I I I ( I 10d = 0.148z �° • • ' =IIII-1111 IIII IIII 51ZE/R�ENFORGEME T i—III ( r OPTION 701 USI�iS Q G COMMON NAILS ARE AS FOLLOWS: ��II TYP.FOUNDATION III-111 . I III I I I III &„ 12d=10d=0.131'x3" GUN NAILS II _ — MIN. 8d=0099"x2 1/4" SCREW/GLUE SHANK GUN NAILS (PROVIDE THAT THE o/c SPACING IS REDUCED BY 1/3. LE.: Sd ® 6"/12"O.C. 11=111 -----1111— BECOMES 0999'x2 1/4° M' C/6"O.C..) Ilu— SUNKEN SHOWER DETAIL IIII—IIII— 111111 � CONTROL JOINT - C. WHERE NOT OTHI(RW[SE SHOWN ON PLANS, ALL NAILING OF SCREWING SHALL BE AS INDICATED IN THE CURRENT FBG, ASCE 7-98, I°� ®UNI-s. AT DOOR SILL L�. F®UND• AT 1sOOR SILL &/OR 1997 NDS,REFERENCED ABOVE. ALL SHEATHING MUST BE NAILED OR SCREWED & ADHESIVES SHALL NOT BE USED IN PLACE OF NAILING. D. METAL CONNECTARS TO BE PROVIDED BY SIMPSON. ALTERNATE CONNECTORS W/EQUIVALENT OR HIGHER ALLOWABLE LOADS MAY BE USED IN LIEU'OF SPECIFIED COMPONENTS. St *1���� O�*I���I O*I � t /1 I�C E. ALL EXT, WALLS TO BE SHEATHED W/MIN. 7/16" O.S.B. W/8d @ 3" O.C. ALONG PANEL EDGES, 6" O.C. IN FIELD (8" W/PARTIALLY I 1 NL I`l [`4 I �'-'c V ENCLOSED STRUCTURES), EXCEPT AS NOTED ON STl PLAN. F. ENGINEERED COMPONENTS (TRUSSES, I-JOIST, ETC.) SHALL BE INSTALLED PER MANUFACTURERS SPEC. & DIRECTIONS. G. ALL PERMANENT BRACING OF TRUSSES W/CONTINUOUS LATERAL BRACES SHALL.BE DIAGONALLY BRACED PER HIB-91 SPACED NOT MORE THAN 16' O.C. & NOT MORE THAN 4' FROM END OF CONTINUOUS LATERAL BRACE. (0•4 x V-0" OVER -- 8"xS" CHASE IN H. ALL WOOD EXPOSED TO CONCRETE,.SOIL&/OR WEATHER SHALL BE PRESSURE TREATED. GONG.BLOCK STEM STEEL: o WALL. SLOPE I-1L=I I — _ Fj OT ND /�TION NOT e � EXTERIOR WALLS HAVE THE EXTERIOR I FOUNDATION 1� tl l 1 1V 1V 1J SHEATHING FLUSH WITH THE FOUNDATION.GROUT SOLID GRADE — --�- PULL ALL INTERIOR WALL DIMENSIONS A. DETAIL, FABRICATE, & ERECT STEEL ACCORDING TO A[SC AROUND PIPE GROUT SOLID FROM OUTER EDGE SLAB, "SPEC. FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", 9th ED. O CLEAN COMPACTED — _ AROUND PIPE WOOD VERT. CONSTRUCTION SHOWN 3/4" <NOMJ STUCCO ❑VER LATH & PAPER B. STRUCTURAL STEEL SHALL BE: • II—I .e III EXCEPT AS BELOW ASTM A36 SAND FILL _ DETAILS -� P a"MIN. - DEEPEN -III TYP.FOOTING - SEE 1/5T2 ATOP FOUNDATION DE 1 AILS 1' OR 1/4" GAP BETWEEN SHEATHING & CONCRETE PIPE ASTM A53, TYPE E OR S, GR. B z FOOTING a CHASE TYP.FOUNDATION 1=1 • • FOR 5PZaE/`REdi�OIRGEME r T T Z LOCATION AS REQ'D TO _III_ _ I- OD CMV ICE OR TUBE ASTM A500 — ' WO C. ALL BOLTS SHALL BE A307 UNLESS NOTED OTHERWISE. Q PROVIDE PROPER CLARITY. VV FOOTING DEPTH. —III—III—III—I I > o q STUCCO STOP D. ALL WELDING SHALL BE BY A CERTIFIED WELDER. i LIGHT COAT MASONRY "DRESSING" T❑ FILL E. DEFORMED BARS SHALL COMPLY TO THE REQ. OF ASTM A615, A616 OR A617. 9 UTILITY CHASE UTILITY CHASE OTHER CONSTRUCTION T�VEDRT. C� I�ON�JTRUCTION AI�I�ErAllLE — SEE o� � BLOCK VOIDS AND/OR HONEYCOMBS MASONRY: 50 O A. CONCRETE BLOCK SHALL HAVE A MIN. COMPRESSIVE STRENGTH, f'm OF 1,500 PSL MASONRY SHALL BE LAID UP USING TYPE S N �r r��I FOR R C+n E('�T PT('�C�, MORTAR ONLY. ANY MASONRY IN CONTACT W/EARTH SHALL BE FULLY GROUTED. GROUT SHALL HAVE A MIN, COMPRESSIVE STRENGTH p� ° �J 1 1 1 JP l ll' 1l IJ 5TUCCO DETAIL OF CONN PSI. a a OUN ��I ON D I �� �� I-OUN ��I ON (� I B. ALL CONCRETE MASONRY OPERATIONS, SHALL BE DONE IN ACCORDANCE W/THE PROVISIONS OF THE LATEST APPLICABLE MONOLITHIC F D RECOMMENDATIONS OF THE AC[ MANUAL OF STANDARD PRACTICE. C. LAP ALL VERT. REINFORCING A MIN. OF 25". THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE 6TUCGO ADDENDUM D. PROVIDE HORIZON. JOINT REINFORCING ® 16" O.C. VERT, REINFORCING WIRE SHALL CONFORM TO ASTM A82 & ASTM A167 TYPE 304. ETAILS z _ STEM UTALLS FOUNDATION DETAILS, MONOLITHIC FOUNDATIOND V AIR SPACE xFLASHING MUST PASS THROUGH BRICK VENEER 2 A LEVEL BELOW EXTEND FLASHING BELOW SHOE PLATE T^ vCJ METAL OR PLASTIC (POLY) FLASHING WEEP HOLES 2 48" O/C Q N Z n "4 4 41 �—GRADE k FILL VOID BETWEEN BRIeK VENEER & FOUNDATION WALL W/MORTAR OR GROUT, FILL SOLID FROM FOOTING TO UNDERSIDE OF FLASHING Q D � DRAWN BY E3RICK DETAIL WT D 14 � 87nnT DATE O 4- 0-05 �3RIGK ,4DDENDUM SCALE _ c- 'C � �41I _ 1'-0.1 JOB NO. � J Dlnx No. FOUNDATION DETAIL SHEET BETNO. ... .. 8-3 _v Co},yriglit 2Oii5 wooD SIDING -- wooD SIDING GENERAL NOTES: W. E ResidentialDTON THESE DRAWUrGB ARE NOT TO BE IED IN MY OVER PLYWOOD OVER PLYWOOD rOPMORMMANKCED�RWHATSOOEM SHEATHING SHEATHING WITHOUT THE WRITTEN CONSENT AID PERMIAAION OF. BRICK GYPSUM GYPSUM BRICK W. M. Residential Designs METAL WALLBOARD WALLBOARD METAL 1. CONTRACTOR SHALL USE SELF FLASHING DOORS & FLASHING FLASHING - WEEP HOLES FLASHING (TURN FLASHING (TURN WEEP HOLES WINDOWS. (2 PER INFILL UP 6 ON UP 6 ON W. M. OUgblratialD PANEL) PANEL) INFILL �MTHESE IA TIZ& HOME BUILT FROM THERE PLANA. INSIDE FRAME) INSIDE FRAME) 2. DESIGN METHOD USED MEET MIN. LOADING REQ. PURCfIABER.BUILDERORGENERdL WOOD SLIDING DOOR _ SLIDING DOOR WOOD PER '04 FBC & WIND LOAD PER ASCE '7-02. ��AUORTO��AND HEAD HEAD VERffS(ALL Dir1ENAlONA PRIOR TO L4x4xl/2 STEEL L4x4xt/2 STEEL PROCEEDAIG WITH CONATRUCCION. SHELF ANGLE SHELF ANGLE SEALANT SEALANT THE E DIED CO NCE Of LOCAL AND T ATM SEALANT SEALANT 3. NAILING PATTERN FOR ROOF & WALLS SHALL BE 3" �EDBYTHEom=CTOR. CUSTOM WINDOW WOOFRAMD TRIM TRIM CUSTOM OWOODFRAM — W.M. ReBidential De*w O.C, ON EDGE & 6" O.C. IN FIELD, SEE STI & ST2. SHIM SPACE SHIM SPACE METAL WINDOW VINYL-CLAD VINYL-CLAD METAL WINDOW 4. THE ROOF ASSEMBLIES COMPLIANCE W/WIND o WOOD FRAMES WOOD FRAMES 00 oho f WOOD JAMB JAMB CUSTOM CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED rn WOOD WINDOW WOOD WINDOW MULLION_ MULLION BY THE ENGINEER OF RECORD, AS SUBMITTED T ALUMINUM ALUMINUM METAL SCREEN AND SCREEN AND W�CONST. DOC. Y METAL CASEMENT FRAME FRAME CASEMENT O G, WINDOW WINDOW CUSTOM CUSTOM 5. ALL DOORS & WINDOWS SHALL BE INSTALLED PER U WOOD SILL WOOD SILL W � WEATHER s •.; WEATHER MANUFACTURED INSTRUCTIONS. lnjlj METAL STRIPPING ^ STRIPPING METAL FLASHING FLASHING SILL FLUSH METAL SILL FLUSH METAL wnnn TRACK TRACK O v TIMBER .:.. t.. SEALANT � SEALANT '"'••..' �`. `' :. •' BLOCKING UNDER I,' � r •.�`r:.:.. .;; `n BUILDING PAPER JOINT BETWEEN N 0 ON SHEATHING SILL AND. SUBFLOOR W � BRICK FLASHING -- HEADER LW/ SLIDING DOOR IN WOOD FRAME O 0 O WINDOW DETAIL ON MASONRY O WINDOW DETAIL FOR WOOD FRAME O DOOR DETAIL FOR WOOD FRAME OD DOOR DETAIL ON MASONRY SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SHEATHING HEADER HEADER SHEATHING FLASHING — FLASHING STEEL LINTEL -- TRIM TRIM STEEL LINTEL SEALANT SHIM SPACE SHIM SPACE SEALANT `SCJ DOORFRAME DOORFRAME FRAME FRAME A�ll r h v� SHIM SPACE FILL DOOR DOOR SHIM SPACE (FILL REMAINING VOIDS HEAD GYPSUM HEAD GYPSUM REMAINING VOIDS WITH INSULATION WITH INSULATION) HEAD ) WALLBOARD WALLBOARD HEAD O W DOOR DOOR I 16 GA. FLASHING C❑NT, SEALANT TRIM TRIM -- SEALANT FIBERGLAS SHINGLES ALONG VALLEY NAILED Q SHIM SPACE RBUCK RBUCK SHIM SPACE DOORFRAME FRAME FRAME DOORFRAME DOOR JAMB DOOR JAMB DOOR DOOR �+ JAMB JAMB � V METAL DOOR DOOR � METAL SADDLE SADDLE 1 •� SCREEN AND n cl WOOD SILL FRAME SADDLE WOOD SILL !�1 OPTIONAL) FLASHING WEATHER ( ,'._ { FLASHING r SEALANT STRIPPING F UNDERCUT :r .. ;, ;,� "•:•, ' ,j, -v w SILL MASONRY SILL SILL FLUSH METAL SILL AS REQUIRED SILL W Q • BLOCKING � TRACK FINISH �f 0 SEALANT FLOORING FELT PAPER BLJ IKING UNDER NT BETWEEN ,•;" n SILL ND SUBFLOOR INTERIOR SWING DOOR IN WOOD FRAME r R ❑F SHEATHING t� FLASHING v HEADER - OE DOOR DETAIL FOR WOOD FRAME E R DETAIL ON MASONRY �B WINDOW DETAIL ON MASONRY OB WINDOW DETAIL FOR WOOD FRAME SCALE: NTS SCALE: NTS OG VALLEY DETAIL OPEN SCALE: NTS SCALE: NTS I SCALE: NTS GYPSUMGYPSUM WALLBOARD WALLBOARD O p FLASHING FLASHING -- FLASHING - FLASHING O FLAT (TURN N)( TURN UP FLAT 16 GA. FLASHING CONT. BRICK I6 , MIN.) BRICK FIBERGLASS SHINGLES ALONG VALLEY NAILED ARCH DRIP CAP DRIP CAP ARCH @ 24" 0.C, Z OVER TRIM OVER TRIM Q SEALANT �— SEALANT FRAME FRAME HEAD ' HEAD DOORFRAME DOORFRAME DOOR DOOR HEAD HEAD — CMU - TRIM TRIM -- CMU SEALANT SHIM SHIM SEALANT DOORFRAME SPACE SPACE DOORFRAME Q FRAME �— FRAME JAMB METAL JAMB METAL SADDLE - DOOR WITH - DOOR WITH SADDLE _- - _ WEATHER- -- _.. WEATHER - - - ------ JAMB _ STRIPPING _ STRIPPING - _ - r FELT PAPER PRECAST SILL METAL METAL ,rr "' PRECAST SILL Z SADDLE SADDLE *: ^..•....s: ",:: G �1 • •:.., ;. :•:.•'. •. ;:_ ❑❑F SHEATHING FLASHING BLOCKING FLASHING UNDER JOINT SILL W \ ' ` a SILL BETWEEN SILL :; '....'• ' .:..:•.r; 4 -p" 4'-p„ AND SUBFLOOR FLASHING UNDER FLASHING UNDER E­4 �J SILL WOOD SILL SILL WOOD SILL EXTERIOR SWING DOOR IN WOOD FRAME O VALLEY DETAIL COVERED d, SCALE: NTS LV _ 110 OC WINDOW DETAIL ON MASONRY OC WINDOW DETAIL FOR WOOD FRAME F DOOR DETAIL FOR WOOD FRAME F DOOR DETAIL ON MASONRY clq SCALE: NTS SCALE: NTS O O SCALE: NTS SCALE: NTS DRAWN BY r � WNIlK I; I ATART DATE 4-20-05 sem 1/4 I-off i JOB NO. M012,05 PLAN No. MISC. DETAILS AND NOTES ,, K�RB�12 R�SID1iaNC�l; SHEET NO. 8-4 - ---- __ - - - _-. - Coo* t '2005 W. M. i2esidential Designs _ - THERE D3?AWIIiGB ARE O NOTE: INCREASE ONE HEADER SIZE FOR 1ST STORY OF 2 STORY BLDG REPRODOCEDORCOPIEDINANY PORM CH2 MANNER WHATSOEVLR WITHOUT TIM WRITTEN CONSENT WIND PRESSURES ON MAIN WIND FORCE RESISTING SYSTEM t AND pMMISA•IONOF: -GC i h MIN P MAx P HEADER SC H E D LE NOTE: THIS TABLE WILL GOVERN IF A HEADER IS NOT W. M. Residential Designs SURFACE GCpf +GCpi p q HURRICANE CLADDING SCHEDULE (psf) (psf) (psf) STATED ON THE FOUNDATION AND TIE-DOWN PAG -0.55 35.27 -2.53 36.27 JOISTS (ALL DIMENSIONAL HEADERS SHALL BE#2 SYP (G=0.55) W. M. Residential Designs 1 0.48 0.55 F ASSOI�D NO LISBO.ITY FOR ANY 2 -0.69 0.55 -0.55 35.27 -43.73 -4.94 #2 SOUTHERN PINE SPAN TABLE 2 ZONE CONNECTION TYP, NAILING HDR # LENGTH MIN. HEADER SIZE HDR # LENGTH MIN. HEADER SIZE H 16THEBMTFROMTHEDEpfT -34.79 4.01 IT ID THE RESpONSIBILO of THE 3 -0.44 0.55 -0.55 35.27 40 PSF LIVE LOAD, 10 PSF DEAD LOAD pURMACT2.BTO CHECK AND UDDERoRGENERnt N 2'-6'` 0' - 6' (2) 2X6 W/ 1/2" PLYWD BETWN 2'-12" 10' - 12' (2)(2X12 W/ 1/2" PLYWD BETWN vmiry ALL CONTT2ACTORNSON&PIO) 4 -0.37 0.55 -0.55 35.27 -32.60 6.20 AND 360 DEFLECTION TOTAL D.L. PLUS L.L. <=274pIf)* pnocyIDINGmDIONSPRIORTO 1 LSTA24 18-10d (TOTAL D.L. PLUS L.L. 340pif)* THE CMIAN IT HCONCALANDION. 5 -0.45 0.55 -0.55 35.27 -35.27 3.53 ALL ROOMS EXCEPT SLEEPING SYSTEM-42 BY TRUSS MFG STATE1YIDLIANCEODESMSTIS (2) 2X6 W/ 1/2" PLYWD BETWN SYS42 12' - 16' STATE BUIIY THE c NTD MOST BE 6 -0.45 0.55 -0.55 35.27 -35.27 3.53 ATTIC FLOORS -30 PSF LIVE LOAD 2 H10 T❑ TRUSS 2-lOdxl 1/2 ❑N ENDS 2'-6"** 0' _ 7' (TOTAL D.L. PLUS L.L. <=200p1f)* VERIFIED De8idential e 0.72 0.55 -0.55 35.27 6.15 44.65 (TOTAL D.L. PLUS L.L. <=340pIf)* - - W. M. Residential Designs 1E T❑ CMU 6 1/4x2 1/4 TITEN �� 2 1-3/4 X 16" LVL -0.55 35.27 -57.14 -18.34 SIZE SPACING SPAN H6 TO TRUSS 5-10)x1 1/2 , 1 (2) 2X8 W/ 1/2 PLYWD BETWN LVL 12' 16' TOTAL D.L. PLUS L.L. <= 1200pif, L.L. <=1112pif)* 2E -1.07 0.55 21-811 6 - 3E -0.63 0.55 -0.55 35.27 -41.49 -2.69 (inches) (in. o.c.) (ft.-in.) TO PLATES 5-10dxi 1/2 (TOTAL D.L. PLUS L.L. <=318p1f)* -0.23 H18R T❑ TRUSS 6-10d 2'-10" 8' - 10' (2) 2X10 W/ 1/2" PLY_WD BETWN I 0 4E -0.56 0.55 -0.55 35.27 -39.03 12 10-9 T❑ PLATES 6-lOd (TOTAL D.L. PLUS L.L. p ) O 2R p=qh (GCpf-GCpi) 2 X 6 16 9-9 24 8-6 3 H6 T❑ TRUSS 5-lOdxl 1/2 NOTE: SEE QT-S4 FOR HEADER TIE DOWN REQUIREMENTS a TO PLATE 5-1❑xi 1/2 * VALUES FROM SOUTHERN PINE COUNCIL DESIGN TABLE 1 (1994 EDITION) O WIDTH SPAN AREA ZONE GCP WIND PRESS (Ib/ft�2) 12 14-2 H10R T❑ TRUSS 6-lOd ** SUPPORTING JACK TRUSSES ONLY COMPONENT (ft) (ft) (ft-2) MAX MIN MAX MIN 2 x 8 16 12-10 f _0 T❑ PLATES 6-lOd CENTER OF ROOF 25 38 950.00 1 0.30 -0.80 29.98 -47.61 24 11j 29.98 -61.72 EDGE OF ROOF 25 38 950.00 2 0.30 -1.20 12 18-0 4 SPH6 T❑ STUD 12-10)x1 1/Z CORNER OF ROOF 25 38 950.00 3 0.30 -2.00 29.98 -61.72 2 X 10 16 16_1 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE rr 11 FOR WOOD STRUCTURAL PANELS O V WINDOW / DOOR 25 38 950.00 4 0.70 -0.80 44.09 -47.61 24 13-1 5 SPH6 T❑ STUD 12-10)x1 1/2 NN 950.00 5 0.70 -0.80 44.09E -47.61 i--4 CORNER OF WALL 25 38 12 21-9 NOTE: ENTER ZONE 1 THROUGH 5, OR 1 H THROUGH 3H FOR OVERHANGS _ FASTENER FASTENER SPACING (in.) M 2 x 12 16 18 10 TYPE W 24 15-5 Q PANEL SPAN 2 2' ct PANEL SPAN 4 4' PANEL SPAN ro' ct PANEL SPAN � HEADER SUPPORT ANCHOR NAILED TOW b NO. OF JACKS & STUDS REQ. AT OPENING TOP PLATES HEADER 2 I/2 06 WOOD SCREW 9'I O 16" 16" 12" & JACK 16" 16 16 " ' " 12" 2 1/2 "S WOOD SCREW Q, 2X4 WALL 2X6 WALL NO. & SIZE OF C OPENING JACKS STUDS JACKS STUDS RAFTER TIES HEADER SPANS FOR EXTER❑R BEARING WALLS SIZE EA END EA. END EA. END EA. END EACH END 4:: 3' (MAXIMUM HEADER SPANS FOR SOUTHERN PINE & STUD AND HEADER SCHEDULE U.N.O. DOUBLE-HEADED NAILS 12" 6° (1) ST18 REQUIRED NUMBER OF JACK SUDS) 4'_9" 2) 3 2 (2) (1) ST22 STUD MAXIMUM HEADER SPAN (FT.) 9'-16" 3 3 (2) (3 2 ST22 BUILDING WIDTH (FT) NOTES: 20 28 36 4' $ 12' DESIGN PRESSURE (PSF) COMPONENTS a 1. WIDTH of END ZONE CLADDINGS 2. POOR& AND WINDOWS SHALL BF DFSIGNI=D FOR THE RAFTER & CEILING BAND CONNECTORS NUMBER OF HEADER STUDS Su' T�' DESIGN PRESSURE AS NOTED IN TAB LE• HEADER SUPP❑RTING� SIZE PAN NJ SPAN NJ SPAN NJ AREA WALLS ROOF CEILING BAND TO TOP PLATE (LATERAL LOAD) 3-16d TOE NAILED AT 24 O.C. MAX. END OF REAPER SQ FT 3. WINDOW/DOOR MANUFACTURER'& &HALL PROVIDE AT 24 O.C. MAX. AND W A-21 CLIP INT. ZONE END ZONE INT. ZONE END ZONE PUBLISHED DATA SHEETS WITH ANCHORAGE � DETAILS, RAFTER SILL TO RAFTER LATERAL LOAD) 2-16d TOE NAILED ROOF, CEILING 2-2x4 3-6 1 3-2 1 2-10 1 1 1 2 10 29 35 23.1 50.1 RAFTER SILL TO CEILING JOIST & BAND (LATERAL LOAD) 2-16d AT 24"O.C. MAX. 4. PROSECTION OF OPENINGS t/1 STUD 1-EA. STT W 12-10) NAILS (UPLIFT) 2-2x6 5-5 1 4-8 1 4-2 1 20 28 33 23.0 45.4 PROVIDE WOOD STRUCTURAL PANEL WITH A MINIMUM THICKNESS RAFTER TO TOP PLATE OR NUMBER OF FULL LENGTH STUDS AT & VALLEY RAFTER 1-EA. LSU26 2-2x8 6-10 1 5-11 2 5-4 2 EACH END OF HEADER 50 26 30 22.0 39.3 OF LL INCH AND MAXIMUM PANEL SPAN OF 8 FEET. PANEL RAFTER TO HIP SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH OR VALLEY RAFTER TO RAFTER SILL 1-EA. HCP2 & ST22 STRAP 100 25 28 21.5 34.1 v HIP ATTACHMENT HARDWARE PROVIDED IN ATTACHED TABLE. 2-2x10 8-5 2 7-3 2 6-6 2 2 2 3 200 24 25 21.5 34."1 �-� 2-2x12 9-9 2 8-5 2 7-6 2 NAILING SCHEDULE HEADER 2-2x6 2-2x10 2-2x12 O W CONNECTION NAIL SIZE SPACING OR NUMBER 4-2x8 9-2 1 s-4 1 7-6 1 T TO SILL TOE NAIL 8d COMMON MON 3 4-2x10 11-8 1 10-6 1 9-5 2 TOP OR SOLE PLATE TO STUD 16d COMMON 2 LOAD GROUP: PRIMARY LOAD GROUP 0 PLATE 8d COMMON 3 4-2x12 14-1 1 12-2 2 10-11 2 a CEILING JOIST T 18' 10.00" DOUBLE STUDS 10d COMMON 24"O.C. ^ DOUBLE TOP PLATE 10d COMMON 16"O.C. A FACTION TOTAL ILBS) 10753 10153 MAX. VERTICAL � I MAX_ VERTICAL LIVE (LBS) 166, 1661 W REQU REF-) SEA LENGTH GT IN 4,o0 (W) 4.&O (W) � ^ 0 A 32 ( j 'A LOADING ON ALL 5PAN5, LDF = O.SO , L® DEAD DESIGN SHEAR (035) 2550 -2550 U HURRICANE TIE TABLE NO, 1 0,4126: MAX. &HEAR 3033 -3033 W Q MEMBER REACTIT19 N CLBSJ 3033 3033 O ANALY515 15 FOR 5 DROP BEAM MEMBER SUPPORT REACTION (LBS) 3086 3086 TRIBUTARY LOAD WIDTH- 20' MOMENT (FT-LBS) 14219 TR J' S NAME TRUSS UPLIFT HURRICANE TIE AVG: ULT: UPLIFT PRIMARY LOAD GROUP-ROOF(psf): 40.0 C1�5) LIVE AT 12 DURATION, 15.0 DEAD & NUMBER CMOS LOADING ON AL �rv-PANS, LDF = 1.25 , 1.0 DEAD + L0 FLOOD + LO REEF � w STUD SCHEDULEIlli �{ DE51GN SHEAR (�B5) 8883 -8883 LOCATION SIZE/SPACING NOTES MAX. SNEAK (LP ) 10566 -10566 EXTERIOR 2X6016" 2 SPF OR SYP4; 1,320/1,677 Hl 1,958 INPUT BEARING VERTICAL REACTIONS (LB5) MEMBER REACTION (LBS) 105ro6 10566 T EXTERIOR 2X4016" 2 SPF OR SYP * r WIDTH LENGTH LIVE/DEAD/UPLIFT/TOTAL DETAILS OTHERS SUPPORT REACTION (LB5J 10153 10153 �Y EXTERIOR 2X4016" STUD GRADE Hi 1,155/1,155 Hl 1,958 L STUD WALL 3.50" 4.60" 1661/3086/0/10153 BY OTHERS NONE MOMENT (FT.-LBS) 49-148 INTERIO2. STUD WALL 3.50" 4-00" 16 X01/3086/0/10153 BY OTHERS NONE LIVE DEFLECTION (IN) 0.611 5 1,300 * - 1 STORY ROOF LOAD ONLY H2. TOTAL DEFLECTION (IN) 0.85 H3 1,433 J1�)� LD�Th�L6 OT ji 2,715/2,804 H9KT 2,812 MAXIMUN DESIGN CONTROL CONTROL LOCATION H10 3,135 SHEAR(L55) 10566 -8883 14141 PA55ED(6050 RT. END SPAN 1 UNDER ROOF LOADING MID SPAN I UNDER ROOF LOADING 1. FINISH FLOOR ELEVATION SHALL BE 18" ABOVE GRADE (MIN.) MOMENTCFT-LBS) 49148 49148 60661 PASSEDl82io) J10 2,133/2,375 H8 2,422 LIVE LOAD DEFL (IN) 0.611 0.628 PA55ED(L/310) MID SPAN 1 UNDER ROOF LOADING TOTAL LOAD DFFL (IN) 0.851 0.942 PA5SED(L/264) MID SPAN I UNDER ROOF LOADING GENERAL NOTES: 2. ALL WALL SEGMENTS INDICATED SW ARE SHEAR WALLS. H10 3,135 SEE DETAIL 12/S-4 FOR NAILING PATTERN. 3. CONNECTORS ARE SIMPSON STRONG TIE OR EQUAL. Xo0,TL;L/240). -DEFLECTION CRITERIA: 5TANDARD(LL:L/3AT 2'-8" O.C. UNLESS BRACING(LUh-ALL COMPRESSION EDGES (TOP AND BOTTOM) MUST BE BRACED O DETAILED OTHERWISE. PROPER ATTACHMENT AND POSITIONING OF LATERAL BRACING 15 REQUIRED 1. CONSTRUCTION OF 2-STORY WOOD FRAMED HOUSE. 4. ALL FRAMING MATERIAL SHALL BE SOUTHERN YELLOW TO ACHIEVE MEMBER STABILITY. PINE. -DESIGN ASSUMES ADEQUATE GONTINUOUNS LATERAL SUPPORT OF THE COMPRESSION EpGi=. 2, DESIGN METHOD USED MEET MIN. LOADING REQ. 5. SEE SHEET S-3 FOR FOUNDATION DETAILS. GENERAL NOTES: PER '04 FBIC & WIND LOAD PER ASCE Y7-02. � 0 CIO 3. TYPE OF CONSTRUCTION, '04 FBC - TABLE 600: VI, SHEARWALL SCHEDULE 9 NAILING HOLD DOWN LATERAL DESIGN & C❑NSTRUCTI❑N SHALL BE IN UNPROTECTED. MARK SHEATHING EDGE FIELD SIZE EACH END ANCHOR BOLT SW 7 16 OSB 1 SIDES) 3" 12 8d HD5A OR HTT 1s 1 2„�®24„ ACCORDANCE W/ 01 FBC WIND LOAD DESIGN PRESSURE SCHEDULE 4. sTYCTURALjBUILDING TYPE PER '04 FBC 1606.1.5: LOAD (PSF) DEAD LOAD LIVE LOAD & CLADDING PARTIALLY INCLOSED BUILDING COMPONENTS as NOTES 1. 2 STUDS EACH END of sHEARwALL FLOORS 5. OCCUPANCY TYPE PER '04 FBC CH. 3: R-3 - _ CARPET OR WOOD 15 PSF 30 PSF ZONE COMPONENT DESIGN PRESSURE (PSF) UPLIFT USE 12°sb A.B. FOR HOLD Dowty. , 2. / 0 PSF _ _. ---- _.-.- --- TILE -- ------- - - - - - -- - - -- - - POS,- C+) NEG,- <-)- -- ---- ---- ----- - - - -- ---- - -- �.--BIND IMPORTANCE FACTOR:. ... 1 O ROOF 15 PSF 30 PSF S CENTER OF ROOF 30:20 -47:96 1,190 7. WOOD TIE SYSTEM SHALL BE SIMPSON STRONG-TIE C❑NVENTI❑NAL FRAME ROOF AREA i CONNECTORS, OR EQUAL. Q P4 SHINGLE ROOFS DEFLECTI❑N CRITERIA 20 PSF T ❑R WOOD= L/480 LL 2 ROOF OVERHANG 30:20 -69,27 1,545 CARPE - PATTERN FOR ROOF & WALLS SHALL BE 3" SYP RAFTERS - NO L/480 DL L/480 LL B. NAILING SPAN TABLES FOR N❑, 2 S TT. �- 3 CORNER ❑F ROOF 30,20 -69:27 1,545 O.C. ON EDGE & 6" O.C. IN FIELD, SEE STI & ST2. N P6 co CEILING LOAD - 30 PSF LL, 15 PSF DL ' "` L/600 DL 4 CENTER OF WALL 44:41 -47.96 5,335 9. THE ROOF ASSEMBLIES COMPLIANCE W/WIND W d cr) SIZE 12"❑.C. 16"❑:C, 24"❑,C. R❑❑F (TRUSS)- CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED LIVE LOAD= TC 20 PSF 5 CORNER OF WALLS 44.41 -47.96 5,335 BY THE ENGINEER OF RECORD, AS SUBMITTED 2x6 13'-10" 11'-11„ 9�_9„ = W/CONST. DOC. "1D L/360 DL 2x8 18'-2" 15'-9" 12'-10" 2x10 23'-3" 20'-1" 16'-5" BC 10 PSF 1.25 �- '- " 20'-0" DURATION FADRAWN BY 2x12 28 "3 24 FACTOR TC 7 PSF 5 WMM TC 7 PSF START DATE SPAN TABLES FOR NO, 2 SYP RAFTER - NO 4- 0-05 CEILING - 30 PSF LL, 15 PSF BC 5 PSF J❑ISYS W/DRYWALL C V. FRAME- 20 PSF � �;+ � i , ,:, ����� `,'� SCALE ROOF (CON •..�-, s( ' 114" RAFTER LOAD= 16"❑,C. 24"O-C, .rob No. SIZE 12"❑.C. � ` M012-05 10 PSF DL - � � . 2x8 18'-2" 15'-9" 12'-10" DURATION FACTOR 1.25 r { p>nN WIND LOADS NOTES � �!� (,� �'�` I{�128�121��IDENCZ 2x10 23 3" 20,_1„ 16'-5" CEILING L❑AD= 20 PSF LL �� / r SHEET NO. 2x12 28,-3„ 24'-5„ 20,-0" 1 i t