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12th Street 319 I I � 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 C: LINE OF DORMER— — — 12 BRC= �- - - - - FALSE DORMER 24'-7' 1 l� 3 BRG 2nd LVL 20'-�° 12 VERIFY DETAILS ¢ 5PEC'S FDR STEEL DECOR ENTRY ROOF �9 MASTER PER BUILDERS SPECS. CIA W,4TER CLOSET i��a' ATTIC EXTERIOR WALL - - - BRC _ 12 III f III LL ATT i C III I ' BRC; — — — DECOR METAL ROOF 11'-10" lm'-lz�s• ATTIC FF r -� LiLL LtL �m SEE FRONT ELEVATION - FOR DECOR STEEL HEADER KITCHEN N RADIUS {NFOR"IAT{ON a� 3-GAR H r-:;ARAGF Oil W 11 1 1 1 1 1 11 111711 111111 111 HOUSE FF HOUSE O'-O' �--i O'-m' HOUSE _ _ _ - - - LA qu 7/1 NAI 1 EXTERfO>e LIVING- pffim,�FE/l/m _ e4RAG-E EQ_ SEE FIRST LVL FLR PLN EQ. II I _ 011 SECT f ON AI lI 1 ua SET- Revisions: SEE ROOF F'LN JUNE 29, 2004 C=ABLE ROOF O.N. AUGUST 9, 2004 AUGUST 20, 2004 B� — — — — — — — — — — 2rd LVL 2m'-1' STRUCTURAL BRACKET �- DECOR RAIL NOTE E 11 �2 (PER CURRENT CODE) AL[r--N BOTTOM OF BEAM T1-IAT ` SUPPORT5 CANTILEVERED TRU55E5 l5'-1i8' ATTIC EXTERIOR WALL — — — BRC WITH THE TOP OF 2nd LEVEL WALL ELEV. (SEE ROOF PLAN) La 2nd LVL BRCS — — — — 2nd LVL 10'4iB' Li 0. LLLLir �n STUD BEYOND 42' VENTLESS OPEN FLUELESS UNDER m'-m' HDUSE STA1R HOUSE FF U — — — — — — — — — HOUSE m'-m" L:1 I I I I I I I I LLLLI NOTE-111 TOP OF BEAi1 1 S14ALL BE FLUSH WITH TOP OF 1st LVL FF. (1O'-11/8") 'BOX OUT' BEAM PER ` BEAM DEPTH DIM- 1 /4 11 = 11 - 011 li I 111U111121mill, 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 ELECTRICAL 5� 5OL5 a PSE (� Cz�.1. 110 OUTLET WI GROUND FAULT CABU TV GABLE OUTLET INTERRUPTER I V (3) 3 STD CEILING LIGHT 5WITCH. (�N 1 1 I I! REG. EYEBALL LT. D DIMMER 5Wi T CSI J I -67 REG. CAN LT. $ THREE-WAY 5WITCH I3 [ I f WALL MOUNT LT. $a FOUR-WAY SWITCH II II II H DBL. FLOOD LT_ � 110 OUTLET I I I TV II ICAME f FANILT. COMBO � 220 OUTLET EX?4. FAN 46 PL 5IT REGEPT. SEE Ist LVL ELEG_ PLAN - - - - - - - - - - - Aa. FOR GREAT F.M LAYOUT I o W o DI5P05AL WEATHER PROOF OUTLET — — — — 5D GARAGE DOOR OPNF-- F T w BRACE A PRE-WERE t'@ FLOOR QUTLET GLG. LT. W/ BRACE SD FAN 1 LT I PREWIRE FOR FAN I Z i5ECURITY PAD I I I I I I WP FAN / LT I w I I I f I i ELEECTfRCCAL N07 S : I I 1. ALL WORK SHALL BE IN CONFOR1, 1ANCE WITH THE i I NATIONAL ELECTRIC CODE. (CURRENT EDITION) I 2. LOCATE ALL ROUGH—IN BOXES SUCH THAT WHEN DEVICE COVER PLATES 4RE INSTALLED THE;' I I I I WILL CLEAR ALL TRIM BY i INCH. (I''1IN.) I I I 3. PROVIDE DIii' iI ER SWITCHES FOR ALL CHANDELIER I I 4 REGE"55ED LIG=HT FIXTURES AS SHOWN ON D;,RAWING-S. I 1 f d_ PRE-WIRE FOR TELEPHONE 4 T_V. 1 TER, ' - AT I I SAO GFI 5AG'<50,411RD LOCATED IN GARAG-E. - 1BID SE f I , rAA 1 5. PRE-Wf RE FOR SECURIT"1' SYSTEi'1. i I I I I 6. ALL LIG-HT FIXTUPES SHALL BE LAPPED 5Y ELECTRICAL — _ _ 1 p JUINE 29,2004 SUBCONTRACTORS. I I —!I. I AUGUST 9, 2004 AUGUST 20, 2004 1. ALL PANELS SHALL HAVE TYPED INDEXES IDENTIFYING- ALL CIRCUITS. I Itu I BRACE d PRELT-I.UIRE I FAN 1 I 8. PROVIDE ADDITIONAL SERVICE 4 SPARE ELECTRICAL I I CAFDAG I T 1' FOR SPA 8 6011"f I ING- POOL. 1 I 1 I S. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL DUPLEX RECEPTAGLES SHALL BE MOUNTED AT +10"AI=F, SWITCHES AT -4a" AFF AND +1" (i"f IN.) ABOVE COUNTER SPLASH U.N.O. AT - Q-V A COUNTERS. I 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 ELECTRICAL 3"5005 a PPONE (b G.F.I. 110 OUTLET WI NOTE 111 GROUND FAULT KITCHEN DESIG=N B-' OTHERS. VERIFI' PROVIDE ELEC.C TV GABLE OUTLET INTERRUPTER PL.UIMBING- A ELEG. LINDER LANDING iY (3) 3 STD ROUGH-IN CEILING LIGHT SWITCH wP -FI J i r — J L — G�I I Tv I _ II REG. E-[ EBALL LT. ° DIMMER SWITG1L4 CAM E � 1 'C.GAN LT. TH 'E-WA 5WITG!-4 — LII I I i —17 Il - RE $3 Rc I I I I I I I —F LR. RECEPT. I '� L — L u I 1 1 j (LOC. T.BD.) \ r T WALL MOUNT LT. S d FOUR-WAS SWITCH -FI -FII I I � LU DBL. FLOOD LT. 110 OUTLET 1 BRAGE 8 PRE-WIRE� I I II I FANLT W I I � seAc ay ,i RE-wI;ZE LT FAN/LT. COMBO 220 OUTLET (Z Q SD 1 I 1 EXH.FAN SPLIT REGEPT. E I O SD I I I I I V1 � o DISPOSAL UR � WEATHER PROOF OUTLET I n CsFI G-Fi I H Gn. GARAGE DOOR OPNR I I I I O FLOOR OUTLET GLC$. LT. WI BRAGE I F.P. I jREWIR` FOR FAN 1 3 3 I Ir E2 �-T� ED SEGURIT PAD GD �D 3 F140NE w - - - - CABLE + r li1P LLI � � Z w t CEILING- F_E.2 w Q- �� SUSPENDED U ELECTfRICAL NOTE ' + � � BRACE A PRE-WIRE F.P. FAN I LT I ALL LUORIG SHALL BE IN CONFOR1-1ANCE WITI4 TN=" NATIONAL ELECTRIC CODE. (CURRENT EDITION GD PHCNE 2. LOCATE ALL ROUG--H- 1N BOXES SUCH THATH WHEN - - - - - - - - - - - - - - - - - - - - - - - DEVICE COVER PLATES ARE INSTALLED TINE" _ , ' FAN LT WILL CLEAR ALL TFIR f B1' 1 INCH_ (MIN.) ,-'-- 3_ PROVIDE D1 ' i'IER SUJITC;k IES FOe ALL CHANDELIER t RECESSED LIGHT iIXTURE5 AS SHOWN ON DRAUJINGS. {� I D ED 1 4. PRE-WIRE FOR TELEPHONE E T.V. I TER1-1JNAT1NG AT BACKBOARD LOCATED IN GARAGE. GD I BID SE1 I wP I MOTE 111 5. PRE-WIRE FOR SECURI T'*i' SYSTEI I. I I VERIF't' ALL POOL 4 DEC,< � TV j SURROUND ELECTRICAL ROUGH-IN I � PER BUILDER`S SPECIFICATIONS z "'M`-` evIS10175: IRR C=1c= JUNE 29, 2004 ALL LIGHT FIXTURES SHALL BE LAI-IPY E ED BELCTRICAL - - - - - — — — — — - Jtu � 'L S© AUGUST 9,2004 SUBCONTRACTORS. IA � AUGUST 20,2004 GF I w 7_ ALL PANELS SHALL HAVE TYPED INDEXES IDENTFWING IwP 5R4cE PSE-WIRE ALL CIRGUIT5. I FAN LT I I (5. PROVIDE ADDITIONAL SERVICE 4 SPARE ELECTRICAL CAPACITY iOR SPA 4 5WIT (MING FOOL. I I A I 9_ UNLESS SPECIFICALLY NOTED OTHERWISE, ALL DUPLEX I RECEPTACLES SHALL BE MOUNTED AT 118"Air, SWITCHES AT I ,48" AFF AND #1" 0"11N.) ABOVE COUNTER SPLASH U.N.O. AT - - - - - - coUN T E R5. /MOTE 111 3: 12 SECTION TRUSS , CALCULATE® LU/ 2x.4 TOP CI IO D 4'_6' 2'-5 112' i I NAIL ALL ROOF SHEATHING- PER ENGINEER'S SPECIFICATIONS. 60 Ocean Boulevard, Suite I FIBERGLASS SHINGLES Atlantic Beach, Florida 32233 ROOFING OVER 3D# FELT OVER SHEATHINGX904) 24b-9593 12 OVER PRE-ENG- WD TRUSSES s24' OG a0 3 INSULATION GAFF LE BETWEEN EA TRUSS KURR CLIP e) EA TRUSS (SEE CONNECTOR GH,45ZT) (2) 2x PLATE 12 SYP _ CONTINUOUS 2x B LDC � G- ALU-IINU1M DRIP OVER Ix GREENS T IG< OVER R-30 BATT INSULATION 1x6 FASCIA OVER 2x4 SUB-FASCIA 4 TPP4I6 im 32' O.G. — 1x6 TRIM (SOFFIT) ' 3"W. CONT. SOFFIT VENT /a' GYP BR `I Ix8 'LAP JOINT' TRIM IR-11/19 BATT INSUL 3" FRIEZE BAND i 3/a' LAY R G.V. OVER GALV 1 ITL LATH OVER VAPOR BARR OVER SHEATHING OVER NOTEU! 2x SPF S T UDS @ I&' OC ALIGN BOTTOM OF BE THAT SUPPORTS CANTILEVERED TRUSSES 11i — I — 0 Il WITH THE TOS OFROOFnd LPLAN WALL ELEV_ & CTiON C NAIL ALL ROOF SHEATHING- PER 4T ENGINEER'S SPECIFIGATIONS. ( ] J R-3D BATT INSULATION F CANTILEVER 1 -6 OUTSIDE LOCATION O. -@ TRUSSES FIBERGLASS SHINGLE GREAT ROOF/ TRUSSES 1 RAFTERS IN THIS AREA PER DIMENSION ROOFING OVER 3011 FELT OVER SHEATHING- 28'-0 I/21'-6" 2V-2' 4'-0- G- W1,-6e OVER PRE-END ' TRUSSES @24" OG 12 INSULATION BAFFLE i BETWEEN EA TRUSS HURR CLIP ia EA TRUSS / (SEE CONNECTOR CHART) (2) 2x PLATE "2 SYP J CONTINUOUS 2x BLOG<ING- \ I - �r/ I / l � � ALl.1MINUI i DRIP OVER — — —— 0 y - ix4 TRIM OVER Q Ix8 FASCIA OVER I 1 L G-1'P BRD -a GLC- 2x& SUB-F-ASGIA I I 1x6 TRIM (SOFFIT) TPP4I6 v 32' O.C. 3"W. CONT. SOF=I T VENT '/z' GYP BID ' Ix8 TRIM (SOFFIT) — L R-11/19 BATT INSUL I {�� 3' FRIEZE BANDI ` I {{ a; 3%° LAYER C.V. OVER GALV MTL LATH RIDGE1 OVER VAPOR BARR IL1 I ! OvER SHEATHING- OVER �•�� l I I I �� I J ! ! 2x SPF STUDS a 16" OC 1 I Q {{ R06E INSTALL 5' 1 2" FLASHING- L I l �� OVER WATER TABLE (2') AND BEHIND STUccO (5")_ INSTALL OTHER I I RIDGE I I I WEATHERPROOFING- PER BUILD. SPECS. UNE OF 2x WATER TABLE OVER I �`� - - - I I OVERSIZE I VERIFY LOC. OF 1 I PITCH CHANGE I I CONSTRUCT RUC 'C@IG'<E i 2x4 T RIM (SEE ELEVATION FOR I 'GUTTER' 1 'IN-WAL!_' DRAIN FROM ^� LOCATION DIMENSION) I 1 — PER BUILDERS SPECS l I (SEE =0U o PLAN) 1 {{ � SHAKE SIDING � 1 II 11 I 11 OVER VAPOR BARRIER I I OVER 5HEATHING- OYER I —— r — 2x SPF STUDS 16' OG ! I i I { --- - - - - - - - - - - - - _- -- 1 I I � I 1 I Cir m 31d' TEG PLYWD — GLUED E SCREWED 1 1 OVER WD FUR SYSTEi 1 I 1 EDGE OF OR WD FLR JOISTS I I 1 I SUN DEC1< ,/ „� � z G � BRD I 1 I I j Q I RIDGE 3:12 1:12BID SET-, R-11/19 BATT INSUL 1 1 1 1 I,-6, I PITCH Tn F1TCH I I I CANTILEVER TRUSSES SHAKE SIDING- I I G] IN THIS AREA PER DNi ENSIGN OVER VAPOR BARRIERI _ I I I � I 1 Revisions: OvER SHEATHING OVER I I I 1 I 2x SPF STUDS a 16" CC; 11 I I 1 I I I = = CANTILEVER RODE 1 l I I 41-6. rn PER DETAIL JUNE 29, 2004 AUGUST 9,2004 STRAP BETWEEN FLRS I I AUGUST 20,2004 2x PLATE 12 5YP WI SIi IPSON CS-I� x44' 1 I I 1 — ——— 15) 32' OG NAIL DIRECTLY I I I I LL— -- - -- C= - ----�_-, TO STUDS WI (Ii) 10d GOi[ I I I ' I I q AT 15t LEVEL a (I1) 10d 00`11 AT 2nd LEVEL 1 1 I 1 (ALIG-N STUDS / SEE 1 I J CONNECTOR CHART) I (2) 2x PLATE #2 SYP I I 1 1 1 -- ---- -- - ya 5/0' GYP BRD 1 1 I — -- ------- - ---J 1 i2 GE , BRD 1 R-11119 BATT INSUL 1 1 I � NQ��I I I I i � r { I I ALIGN BOTTOM OF BEAM THAT SUPPORTS CANTILEVERED TRUSSES 1 I l l PT 2x PLATE WI I I WITH THE TOP OF 2nd LEVEL WALL ELEV. 1i2'XIO' ANCHOR �— I I I ! (SEE ROOF PLAN) I I BOLTS AT 32" OC I RIDGE WI 2'>✓x��s" PL WSHIRS HORZ. LAP SIDING T1— I TFf=4/ro AT 32' OG — � -D' 6, RIDGE L _ NOTE DESIGN TRUS DMSOP-HIS AREA ��{ - (1) #4 ROD CONT GRADE REQ ONLY AT (4) ' Q BL1< COURSES and ABV -'C SINGLE COAT PLASTER , (1) 1114 ROD VERT VENEER WI SAND FINISH! _ yV AT 48" OC WI MNI I 1 6" HOOK INTO FTG z — & 12" HOOK INTO SLAB NOTE DONS T RUGT ALL GABLE O.N. _ SEE FOUNDATION SER T�-4ESE DIMENSIONS UNLESS NOTE SHEET - SEE FOUNDATION 61 OTHER.UISE NOTED ON FLAN OR BY BUILDER SHEET s �` NOTE (2) *5's CONT ADD (1) *5 ROD AT -Z NOTEW TWO STORY CONDITIONS 20' 1'-0" 6• ALIGN BOTTOi"I OF BEAM THAT 6' -D SUPPORTS CANTILEVERED TRUSSES WITH THE TOP OF 2nd LEVEL WALL ELEV. 41_00 20'-2' 4'-D" 1'-6' (SEE ROOF PLAN) I T�'-F_ WALL SC7 1 ON � II � 1 = 011 I N. CANTILEVER TRUSSES CANTILEVER TRUSSES IN THIS AREA PER DIMENSION IN TH15AREA PER DIMENSION I � I 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 1 — — — — — — — — — — — — — — — — — — — — — — TOP OF CHASE ELEV_ d 24'-10' 1 I� FA SEE IROOF PLN GABLE ROOF O.N. & 202nd LVL BRG- 12 qu N i N I NOTE I!I S T RUG T URAL BRACKET ALIGN BOTTOI"1 OF BEAM THAT SUPPORTS CANTILEVERED TRUSSES � FE EE — — — — 7- WITH THE TOP OF 2nd LEVEL. WALL ELEV. `gROD`'I 15'-ls/a" FALSE 3RG- ATTIC- iS'-i�/a' (SEE ROOF PLAN) `7� I1'-35/a" +GITGHEN 11'-5-�/a' 2nd LVL — — FF = - — FALSE BRG- __ - - - - 0❑ 0❑ �■ - - - ATTIC: - ' - r 6' A I iG 10'-li/g" lm -1/a 2nd LVL — — — BRG FF _ GARAGEI I mi , I if LLW H LANDING - �W L-------------------JV UL HOUSE 0`-0' 0'-0' HOUSE HOUSE — FF GARAGE 8'-4 1/211'-g 1/2' 23'-0 1/2' 10'-01 13'-9 1/2" z W f ELEVATION 1 /411 = 1I _ 011 H W SEE ROOF PLN ROOF PLN i -p4 GABLE ROOF O.I . eViS10ri5: SET- GSEE A3LRDOr= O.H. �,^ 1' p' BRC- 2nd LVL 20'-7 JUNE 29, 2004 AUGUST 9, 2004 STRUCTURAL BRAG: 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 i 12 4'-10" a -10" 31-611 2'-m' 3'-0' 2'-0' 3'-6' 1r2W4LL ,AND DECOR RAILING NOT 5E-10U.N FOR GLARE T-r. REFER TO SHEET 10 FOR CLARIFICATION. 12 BRC= — — — — 2nd LVL d 20'-7 ' I 0 , S i RI.iCTURAL BRAG'<ET NOTEi11 �q ALIGN BOTTOM OF BEAN THAT SUPPORTS CANTILEVERED TRUSSES 15'-1 i8' ATTIC EXTERIOR WALL BRG ,; ' WITH THE TOP OF 2nd LEVEL WALL ELEV. PLAN) ` �L INE OF — — — — — �_ i� � -- ATTIC 10'-I�iB" F F 2nd LVL IG ll'-Sia" lm i s A T i — — � — — — FF � - - — - - - - - - - - - — � � DINING- - — BRIG LLLLL — — — — — gRG 2nd LVL IO'-Iia' GARAGE BRC- - — — — — — IT na LL-1 ' W H W 0'-0" HOUSE- — — — HOUSE 0'TTga7 1111111 -m' Q - - - - - -- -1' fL -0" GARAGE COVERED LANAI ELEV. (0'-(-C')) BELOW HOUSE FF SEE FOUNDATION PLAN LEFT ELEVATION H W SET- 2020 F XD (PAINT BACK BLAG!K) (24'-4' HDR FROr-T eVIS10nS; 1 1 you EFF JUNE 29, 2004 2 Igam, — — — — — — — — — — — — — — — — FALSE DORMER 24'-7 AUGUST 9, 2004 1 1 7 AUGUST 20, 2004 SEE ROOF PLN l GABLE ROOF O.N. �,• 1'-0' 5RC 2nd LVL 20'-7' STRUC i URAL BRACKET STRUCTURAL 3R4CKET � NOTA I II ALIGN BOTTOM OF BEAT I THAT SUPPORTS C,.4NTILEVE RED TRU5-5E5 WITH THE TOP OF 2nd LEVEL WALL ELEV. LLLLUI (SEE ROOF PLAN) ll'-10" DECOR 'METAL ROOF FF — — — — — — — — — 2nd LVL BRCS 2nd LVL 10'-1III MIT - 11 ��a' !L LLLU LL _L j +- in Ln 8 LA V _ CV _LL iiLLL ILM ULLLL Lli CV LL 0'-0' HOUSE FF — — — — — — — — — — HOUSE a'-0 JF LINE OF� ENTRY FOYER ELEV. HOUeE FF (0'-(-(o')) BELOW HOUSE FIF SEE FOUNDATION PLAN F F-...O I 7 ELEV4710N _5H rW�L ZH 57ri 60 Ocean Boulevard, Suite I NOTE TO TRU55 F,) EekGNEfR Atlantic Beach, Florida 32.233 (904) 246-9593 ALL WALLS ARE DRAWN AT ACTUAL' NOi'f INAL WIDTHS. B 10 MAIN STAIR NOTE: (19) EQUAL_ RISERS '0 71/a"N WI (IS) 10"UJ. TREAD-5 UJ/ I" NOSING-. (TOTAL TREAD DEPTI-I = 11") Ia'-1 1/2" 2S'-1' 18'-S 1/2" 20'-2' i'-D' 1'-2" 4'-8' 4'-10 112" 3'-3 112' 2'-10" 12'-10' 2'-10' 2'-1 112' 1'-6' 2'-3' 2'-3' 1'-6" 3'-5' ATTIC STAIR NOTE: 6' 11-ill 2'-11 112' LINE OF (li) EQUAL. R15E RS 7 (9) 1616 FXD Roo= O.N. SEE ELEv. (SEE ROOF WI (1 ro) 10"W- TREADS WI i" NOSING. FOR LAYOUT PLAN) (TOTAL TREAD DER T N = 11") " 1 DIMENSIONS — 3030 FXD 3030 FXD _ C13'-ro" NDRJ (i3'-6" HDR) — SEE MAIN STA 1 fR I - I NOTE, THIS SHEET O I LINE OF AREA TA5ULATION - WALL BELOW I H- 121 U m BATH0 I II 9 GLG- r„ r 1 Ise LEVEL LIVING 2213 I �< - u4-1 12 SEE ATTIC: ST IR � 2nd LEVEL LIVING 1179 NOTE, THIS S{�EET <,I, U <Alp1 ,�� w TOTAL LIVING 3,392 2X96 WALL I - 2x6 WALL € II x ATTIC 4(,,,,9 GARAGE a50 > o Z l 112 SLP < ENTR'I POI CH 48 w �� 71 LANAE T2� _ � CLG LN � ly T-_ l 1 1 . 1 1 1 . �, �� - - — IF - - - - — ❑ H SUN DECK ATO ry o ❑ DN N ,,� `� : 2 SLP � I SUITE 2 z TOTAL LIVING 5,955 `1 GLe. € 0 L oP N PAIL 9' CLG 0 0 tz0 0 H 20'-1 112' `� -1 U 4'-5' 3'-I1" 2'-IO' la'-S' 0 11/2 WALL �� € NOTE TO TRUSS _ 7:12 SL. � 1:12 SLP G R I cL� I � cLc: �� '�� 42 H. I DESIG-NER!1! � 1 1 ��2WALL I �� ALLOW FOP 4' STEP 1 VERIFY Loc.� � -- NOTE � '� - - 'M-VJALL' DRAIN FROM JOCK 1 l4 DOWN IN FLR SYSTEM 4'-10" 8'-10" 6'-2" ROOF a SUNDEGG S I 1 f 1,45 T ER SHOWER. ,m (SEE ROOF FLAN) r I 6' € r 3010 FP 3068 I 2x8 WALL 2x8 �- �1 k 2xb UJALL V 1:12 SLP 7:12 SLP - ' q 0 GLC= I CLC3 C3) 3030 FXD - - - - - f 1 (14'-11/-2" NDP) _ _ � — `� I 1 (SEE ELEVATION FOR AQGHED J� - ��5 g' GLG WINDOW SE ABOVE) Cq x SY Q m r 11 � 3068 U- ❑ j c" 1 SUN - 0 NOTE O I RUSS C 0 8 e 47TIC DES1G-NERll! 0 I DECK 1 � � `� -4° _' ,� 0 VAULTED CLG- I01 PROVIDE 2x12 FLR J015T5 I j r n i m �' � cv (SEE ELEVATION) 1 FOR SUN DECK THAT BEAR ON 1 = 9'-7 112' 1 10'-2' 1 - O w U BEAM BELOW. BOTTOM OF TRUSS Q 2'-1" P-li" _ N ut m I SHALL BE FLUSH WITH Is LVL 1'-2" FINISHED FLOOR ELEV. `r �n 24'-1 112' CILD - LINE of o ROOF O.H. m WALL BOLO _ I = SHOL INE OF WER _ I OF'EN OPEN (SEE ROOF cn � CLG- CLG- I RAIL I RAIL PLAN) B { -1:12 SLP �:Iz sL'� 1 E 2'-7" 4'-0" 2'-0' 14'-D' L241r21 -- ------- 0 0 N Q I m I I t,f N A' 4" I0'-6 I 24'-5" 14'-6 112 15'-1 112" 9'-0' + _ r W.I.C. r 4'-10" I I5'-D" 4' iD' S'-4' 9' GLG- \ ❑ 2xb WALL I NOTE TO TRUSSJ GLG- LN _ CN BID SE_ 1 DESiGNER1!1 Z I c �, I e e 1 PROVIDE 2X12 FLR JOISTS Q GANTiLEVERED FOR EXTERIOR 0 3 I UJALK AND i 1ASTEP POeGH N .o e Revisions: X BOTTOi 1 OF FLOOR JOIST SPALL SE I _ - - N FLUSH WITH 1st LVL F=. ELEV. (10'-i�i8') - 20'-2' 1 0 3'-8' JUNE 29,2004 AUGUST 9, 2004 2060 FXD 3060 'GSM- - - - - -1 LL AUGUST 20,2004 (6'-9" HDR ABY_ Cro'-9" HDR LINE OF , N RAS ATTIC FINIS L R) ROOF O.N. ?/ -1:12 SL, -1:12 SLPNJ ATTIG FINISH FLOOR) `" -- (SEE RODE GLG- � GLG I I PLAN) LLI_ �p (SEE ELEVATION FOR ,4 GPED 0 1 1 WINDOW SET AB VIE) I U 0 u ❑ � 1 _ U emoa LU" m MAS R 5U I T I 1 0 1 � SLP CLC- FIROM 1 e U- 2nd LVL BRG € V- L NJ Cell /L42' H. / 11/2 WALL LIME OF ROOF: O.N. 20'-2" (SEE ROOF PLAN) 1 � 11-09 F7-P kr c0 I I I 60 Ocean Boulevard, Suite I NOTE TO T Uee E) EeIGNEfR Atlantic Beach, Florida 32233 (904) 246-9593 ALL WALLS ARE DRAWN AT 'ACTUAL' N01-11NAL LUIDTHS. lm MAIN 5TA11R NOTE: (13) EQUAL_ RISERS i1%"H 11'-2" 46'-10" I 2m'-2" 5'-r " 1'-�' �'-2' WI (18) 10°W. T2EAD5 W/ I" NOSING. ( TOTAL T READ DEPTH = 11") �'-I' 6'--I' 5'-0' 6'-m' �'-8" 8'-2" d'-6' 2'-10" �'-m" 2'-10" 2'-10" 2'-1 112' 1'-6" 2'-3' 2'-3" 1'-6' 6'-10 I/2" 3'-Z II2" ATTIC STAIR NOTE: NOTE111 KI T GHEN DESIGN 1 I) EQUAL. R SEMS 'a1/g°!H. BY OTHERS. VERIFY (9) 1616 FXD r--LUMBING E ELEC. SEE ELEV_ WI (1&) 10"11- TREAD5 W/ 1" NOSING. ROUGH-IN FOR LAYOUT (TOTAL TREAD DEP T H DIMENSIONS 8040 FXD 3030 FXD 3030 FXD (5'-0' HDR) (13'-6" HDR) C13'-6" HDR) I — SEAT I _ _ I 1�WALL01 I AFF D Q CID � — n OH CABS LOH CABS I p 48, UNDER STAIR I x � n FP ACCESS 1 1 Q 0 Q — A BATH U_ w = 0 . , 0 = z � — u ID 42'H. n 10' cLG m r — WALL -3 U w o ' 1 11 KITCHEN 1 1 I G< 1 1 x � 3m o -1 0 m _ 1St LEVEL LIVING- 2213 # `� m — I OL SEE MAIN STAIR �� I ❑ I 10' CLC-, I NOTE, THIS SHEET 1 m � SEE ATTIC STAIR = I © L — � u I � � 2nd LEVEL LIVING 11 3 # NOTE, THIS SHEET o 2x6 WALL m I U l u 1 I \ 11 TOTAL LIVING 3,332 # J u 1 ! 3�0' H. OPEN RAIL I 1 15 ATTIC 4�3 # T UP 3 0 1 �l 1 0 1 OPEN UNDER -� ❑ 1 STAIR (THIS m� GARAGE 85�T X } p Z I �l 9' GLC= & n 1 1�1 I - AREA ONLY) `� x (SEE SECTION ENTR" PORCH 4E> Q O 2 — — — — — — p n ISLAND 1�1 � � — — — — �; I CLS LN Ua — 10 CLG LANAI -72& _ "' Wmy 1 1 . I 1 1 � `4 I 1- - - - - 3080 O ❑ 9' GLG ?s 1 OPNC3 - SUN DECK d�0 # s 1 lR� F a I I 1 I TOTAL LIVING 5,955 # 1 1 : 1 7.12 SLP LINE OF 2x6 WALL GLG- VAULTED GLG I =Loon ABv. 1m' GLG- -� -�- p 16' BAR LEAF ON I - - Q 36" H_ '/2WALL ° �•, 2 -6 42' H. i2WALL 4'-0' �4 z lm' GLG- 1 ' ,,� c{ I VERIFY LOC. OF 1 ( 'IN-WALL' DRAIN `FROM - - �:12 SLS I ROOF 9 SUNDECiG z � � (4) 20110 rXD� NO EL 3050 cn GLG- -1 (SEE ROOF PLAN) 10' GLG- ADD APPROPRIATE STEP 4 o 1 38 0 G GR Rg5 -1 3'-0" ,4LLOWANGE FOR GARAG-� = 1 I Q DOORS (3) CLEARANCE. 8 -m 112' 0 „F, ti2xtll 2x8 WALL 2x6 WALL V (PER BUILDER'S SPECS) 0' El z EI/I (5) 3080 ° STAGKBACK' / z FRENCH DOORS B p w w _ 15'-1' 3'-S' 4'-2' / 6'-4' 0 w - 2'-6' IS'-5 1/2' 15"0" COVERED 2m'-6" I �' o _ 24'-2 lr2 OA DIM. _ NOTE!!! lm'+ GLG b Z �n do o � LANAI ENTRY u'� � f N f N� 1 0 � m /� -' NOTE FOYER a � A �n ;n TDP OF BEAT 1 SHALL N JOG Zp'-6" 10 + GLG �+ _ 1p oI1' GLG /' BE FLUSH WITH TOP OF LLI 1st LVL FF_ f10'-I'/8"1 l.'" • 1'_d" 3' {� 2'-5' P-II' S'-Ii" 3'- 1' 2'-6' �a�l'-G1'-6" P-2' r� BOX OUT BEAM PER h L / BEAM DEPTH DIM. I m• + l',D" ra' -m" p L_ 10' CLG , SE= ELEV. p `9 I C3) 30 10 FXD 1 �1 - � �t f FOR oP�iG- � HDR) I — - - - - - - _t- - - - - L — — ! m STEP f � DETA`iLS / � BULKHEAD ABV. �I— — — — — — L- —' — , --- --- ------ --- 2x6 WALL' 2'-5 If2' 3`-6' -6' 3'-6', 2'-6" i8'-0' /I 1 0' GLG- e' GLG (FROi'I HOUSE FF) I ; i - - _ 1 NOTE r� ., CLQ 1 W.I_C. (SEE ELE VATION) LINE of / I � '� 10' GLG 3080 ORGH A ALIGN 8 HAV'G BEA-1 TO �� j' s 1 OPNC A 1 / SIDE OFICOL. USINC3 , 1 z. I ,� REQ. L. HANGER 1 1 lm GLG [L I ❑ E PER ENGINEER'S SPEG� _ c� 61 2680 m o 1 X ❑ -' co U_ SUM1"1ER �,l BATH0 z — = pBID SE I - 2x6 tlJA - a?LL QL 0 I K�T`CHEN �'W LL imam I0 cLG o _ - NUJ N OLktDOOR �� ?, 0 OPNG 1'-2" 4'-4' rcn 12 BAR,LEAF ON 36• H1G-H Revisions: Q / 3 42" �=�. i2WALL / L f VING 1 0 '�2WALL ~�I — J / j BATH = 1 �a,aoa4 U 10' GLG - r ? 1 ` s =' AUGUST 9, 2004 �} I x G-ARDEN � ++� LL m l sr� x `� TUB AUGUST 20, 2,004 10' GLG- LL_ � X/ / 22'-A' 2'-d' 6'-0" 9'-0" 1 / Z 0 / 5'-d'f 14'-10' —1 p / LLI 1 !/ 20'_6' v ,Xi ❑ _ LL 0 f NOTE 0 0 w /E/ JOS POOL14 F71 N $' I � SPA 6x6 FT NOTE 1 POS' FURR cL6 TO MATCH BULKHEAD AT COVERED LANAI I I � " 8' W. GMU 'SCREEN WALL' VERIFY DETAILS AND SPECIFICATIONS PER BUILDER i 1 I �� - t f � 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 GENERRAL NOTE: U ALL BILL ANCHORS AT PERIMETER WALLS SHALL BE 'SIMPSON TYPE MAS' OR 'SEMCO TYPE F43' t NI LESS NOTED OTHERWISE. (1)•4 GOVT. INTO II'-2" 46'-10" 2m'-2" S'-6" 1'-6" €'-2' SLAB o 2A' O.G. v,:Yl' WEDGE BILL ANCHOR AT 32' OC PT 2x PLATE WI WI 2' x�a' PL UlSHRS 2'-0" 6'-0" 38'-]O" 16'-6 112° 2'-11 112" 8' SILL ANCHOR TPP4/6 AT 32' OC TPP4/& -0 32' O.G. TOP AND BOTTOM 2 E,'-a' 8'- 5'-2" PROVIDE THICKENED SLAB PER ENG-INEER'S SPECIFICATIONS TO SRADE F ACCOi IODA T 1= STAR • (VERIFY GRADE) f •. cu•4 CONT. s - s (t I ) ID TOP z (2)'5's CONT 2 2 f • ro 8. 8. Q 2 2 2 (2)05's CONT. 12, - _ 1 � I r U_ v{ i /� 11J d) 37 0Mo�loLfT�1C F T� 3I41i _ 1f -0II Il �L� 5�� I � �ITII = � I � � II - -- - - - - - 0 '� I` � � � � t ONE STORY ONE STORY 6 - 2 SIM. NOTE!!/ - 0 0 }4 Z LL II S I K[TCHEN DESK-N i ). w BY OTHERS. VERIFY LTHICKEN SLAB PER 2 I '� w 0 (,) A GOVT. INTO 3 PLUi'IBING & ELEG. ENGINEER'S SPEC'S ;�� ', � W U ' ROUGH-IN i m ��. QL SLAB 9 24' O.C_ i='x7' WEDGE SILL r-- -- , ' PT 2x PLATE WI ANCHOR IDR AT 32' OG I i 5`LL ANCHOR WI 2' x'ia' UISHRS NOT III I l\\ I �\ 9 24' O.C. I I TPPAI6 AT 32. OG ROOF 4 FLOOR TRUSS ENGINEERING WAS NOT OBTAINABLE TPP4I6 32' D.G. TOP AND BOTTOM = AT THE COMPLETION OF THESE GONSTRUCTION DRAWINn5. ISLaND ; NOTE: H GRADE l 2 CONFIRM i INTERIOR ROOF 4 FLOOR TRUSS BEARING WITH � '��PROVIDE ELEG GOND. � � � 01_0" � —� 2 THE SPECIFIC ROOF FLDOR TRLisS Ei�1C li�IEERING SPECS_ �; BELOW SLAB TO m (1)•4 CONT. s� CREATED SPEGIFICALL,1' FOR TH15 aROJEGT. ISLAND AS REQ. c., a�FLR. REGEPT. g TOP N (2)•s's CONT. SEE ENGINEER'S A 4L (3) 5'e CONT. 6' 10' SPEC'& FOR SPECIFIC 0 2 �Q ,8• -I'-0" TURNDOWN 01-01 - i FOUNDATION DETAIL. VERIFY LOC. OF 0 CIL \ 213 i - - -i- - - - VERIFY DI1"- - '[N-WALL' DRAIN FROM tL 1"fiONCL- ITHl C, FTG 3/4 I1 _� 11 fNT E3RG FTG 3,4 fl _ 1f _ �Il 2 if+l -0. � 1 - - - - - - (SEE ROOF 6 OF PLAN) �ECX � 0K � 2 i0 FT PLATE and ABV I TWO STORY �[/ I 2 CO INTERIOR STEP DOWN (LOAD BEARING-) I+ SIl I. ❑ U Q v Iia' SLP I STEP z n PER FT. <t u1WQ � (MIN) 0 U d) U_ rs , � � 'Ii I 0 ztYU } LINE OF 5LA5 6 jJ j LLI ❑ Z Q . PT 2x PLATE WI Z LU I I SILL ANCHOR 9 2d' O.G. _ Ifl 8'-0 1I2' 2'-(o ice'-5 1/2" 43'-0' TPPd16 s 32' O_Giv I " n I (1)*4 CONT. I �p � SQL O LU 0� : 2�4'-2 1/2' O.A. DIM. CURB e - - - - - - - - - - �- � L `LL C) LLI41 r2 SIM. 2 GRADE n W r� U � 1 II cv J _ II � — — — — — — - � � � Z �' � i n ❑ -1'-0" -I © 0�_0. 18'-10' 9'-2' 15'-(!�' 2'-6' 1'-2'i - - - I // 4' s• N - � _ -- L INE Or FOO INC I Ci D 0 Y 0 = I I 1HIC END PAD r i G Q LU iii E PER ENGINEER'S SPEC'S L - - - � O L iii _ E GI 2 elm. _ I Q `- L 2 1 -1 \ I I I -N 014- 1 _j LL ° SLP - �4 �� (MIN) Mo�loL, fTNCCT 3I� � , _ oll 5� � css 3ldrl �_ � I _ �II 8 NOTE: _ 2 PER FT. JOG- IN G-ARAG-E / LU 7'-10' ri i IN) ED Z S1`1. .4 3 GARAGE (EXTERIOR WALL) NON-LOAD BRC.STEP DN_ a 5!-IOWER RECESS (INTERIOR) I DINING WALL "� 1 I Q I, (SEE DI .) I I �p 18'- J" -4 , III 111 V Cfl I I I a III zBID SE 4• iii 21'-8' 8" 1'-8' 8' 1S'-O' Z - 41 LINE OF SLAB 0 1 I u' - 0 _ PT 2x PLATEc WI r ii SEE ENGINEER'S i Imo$' SLP ❑ c U SILL ANCHOR , i[1 ' 'S 2d' O.G. N I , FEFR FT. iL ' 213 I 11 S. EG'S. FOR SPECIFIC I F 0 _�Dd GRADE 2 - CURB DETAIL_ i i0 (i'lIN) -1 K ,n _ 2 Revisions: TPF4/6.16 32 O.G. z I 0 U 2 I (1)'d CONT. 11 0'-(-Yo' (� H r = 1 'LJI 0 4Y N / 19 CURB - \ �THIGKEN SLAB PER - - a� Ci'fIN) © Q � � � � ENGINEER'S SPEG'S m'-0" � � ]UNE 29, 2004 a AUGUST 9, 2004 - - - GRADE � - - - - - - - - � • � � I � - - - - - � — - - - � Z dljllO � /� f 2 >- � AUGUST 2,0, 2004 l SIM_ TOP OF GARAGE CMU TOP OF GARAGE CMU I w n l LINE of FOOTINS I (u 5 CONT. WALL SHALL MATCH 21'-8' S" 2'-4' WALL SHALL MATCi4 + I ? V � L — — — HOUSE FF ELEv. (0'-0') I HOUSE FF ELEV. (0'-0') l I � 0- 2 4'-5' - 24'-8' 33'-m" I �\ 7'-a° 14'-10' O_A_ DIM. NOTE 4' �f I t t I /� 1 - - - - - - - - - I JOCs C1 of �lOL I �f c F I � 3/4 II = 1 I — 0If SLAE3 EDGE 3/—T II = 1 I - 011 0 I, ; ' � (�M�N�'�, 2 S[/ _ 2 L - - - - - S!a0111ER R CESS (EXTERIOR. WALL) TYPICAL I I ' NOTE �\ �x I VERIF�' NOTES/ AND INSTALL ALL DRAINS Folz DfM. FOOL DECK SURROUND PEtfR POOL - —�- - L DE SIGNER AND/OR ENGINEER'S LOCATION'S AND SPECIFICATIONS. i THICKENED PAD FTG PER ENGINEER'S SPEC'S c0 c0 c0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,, II 8' I.U. GMU 'SCREEN WALL' a �FP 8" W. CMU 'SGREEN WALL' VERIFY DETAILS AND P�� VERIFY DETAILS AND (MIN) SPECI;[CATIONS PER BUILDER SPEGIF[CAT[ONS PER BUILDER c0 c0 r� I SEE ENGINEER'S \ SPEG'S. FOR SPECIFIC FOUNDATION DETAIL. 43'-m" 8" 14'-2' -1'-m" 1'-2' r i I I f 60 Ocean Boulevard, Suite 1 Atlantic Beach, Florida 32233 (904) 246-9593 t 2 6 t I I ' 1 9 t ` t BASS} 4B . OB A NB3 ' 42 00 -- � 0 8 �o� — g ` » 385 3 ` - 2 U 575 " 00� � � g57FN 3 6 , ST � ❑ 5 �� I2 ORTHVNE ❑a t .� . �0� 7 • OT 25 , G a 38 l °F `� CORNER ❑ AST � N oRTH , 4" OAK _ 5 + ; ❑❑ LOT C 0RNR t 2" PALM — — _ — cj� ❑ CD 2 0 � I LU O i m o Z L CD I � 10 PEACH 0 00 � " 3857 o 2 4 FN❑ 1 '2 � I o P. C. No j F 7F ryol, L 12" RQ11L ❑ - - - - - - W � o - - m o I o _ - ` ❑ 1 PALM v J - _ 12 PALM SES 1 16 M # 3557 EA E❑L Y1 PALM — RIVV r BID SE— — PALM P. T. - - - - 6 ° 2>> 857 35' B .R.L. -� END 11 �l Revisions: 1048 ❑ ; /,!- JUNE 29,2004 ❑ ,/' AUGUST 4,2004 ❑ - AUGUST 9,2004 l� 1 -- AUGUST 20,2004 C4 16 PALM - 12" PALM 16 PALM C3 �7ND 1 '23857 P .C.C• 3857 D /2" 3857 f ❑�� rota-r.�uT�� # 4B 10 ❑ �? f ❑ t { ( � R APPROVED ❑ 0 0R l�] 'f�j no-1(eii 04AI-1.<S1 CfFY OF ATLANTIC BEACH PU �� HUILD1i�IC OFFICE � NG SETS � 250� 1-THEA LO ��2� - , ,,� ��5 su1z _ zoo BEGNN SOU O po� N -v 0 R � ,N) �6 0 C V r= J 1 _ c _ �, L 1 10 -5 1 TE FL AN. OCT 0 8 204 BY: 31 GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW D04R NOTES: ' MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST REVISIONS BY 3 BEAM w STRAP GENERALSPA ING PER SCHED. TOP PLATE w NUT AND WASHER, LEGEND: THREADED ROD SYMBOLS 1 / � OPENINGS, GIRDER TRUSSES AND WIDE ROD / NUT AND WASHER 2 1 SPACING: The threaded rod anchoring system shall consist of A307 threaded rods (diameter per � ---I BOTTOM OF THREADED ROD FASTENED PER ROD NOTES 3" MAX (DTop plate splice shall not occur between schedule 3), oriented vertically and attached to the foundation and to the uppermost TO LOWER LEVEL BEAM OR HEADER 7 - 3" MAX the king studs and the first threaded rod plate at the locations indicated in these documents. Above top plate, provide a 3"x I I I I I I I w/SIMPSON HTT22 PLACED UPSIDE �L F I I . I , JHEAR�ALIL I SHEIARWALL I anchor. 3"x'/4" thick steel washer. Fasten with a nut and allow at least 3 threads to extend I I 1SEE RLANI I SE PLAN I I DOWN. 2 Provide full sheathingabove windows, and g ( yp ) y strapping q THREADED ROD I •�- WALL STUDS & R SPACING � above tightened nut. t This system eliminates the conventional stra in requirements I 'r I SHEATHING PER 6 nail w/ 8d @ 3" OC edge & field. of woad framed construction i e. stud to- late ties, bottom late to foundation ties, TERMINATES AT I I 1 I I I I I I X TOP OF THREADED ROD TERMINATES AT SCHED. 2, 5 & 6. P R SCH 4 POST BELOW ( ' p p INTERMEDIATE - I I I I I I I I I /� UPPERMOST TOP PLATE. t GIRDER, SEE For rods specified on plan adjacent to wall floor-to--floor straps, and header to jack stud straps) unless otherwise noted in these I I I I I I _ PLAN openings, locate rod wl thin 3 of the king documents, LEVEL w/ NUT stud. _ AND WASHER, I _L_— --I I -- I ^�f�--I ---I--- I I /� TOP OF THREADED ROD TERMINATES AT L .t THREADED ROD ROD INSTALLATION: I I I_ I �J 'r �� 4 % L__ L__-.____-._ INTERMEDIATE LEVEL. f `'" FRAMING AT SYSTEM PER ROD I 4 Provide an additional row of 8d Halls 6 ' " _ __ _�i__�__ L__� ___ i_-_ _ % - : �� k7 Il� WALL OPENING, O At all late penetrations, provide a hole In the late lar Pr than the diameter of the I I I I I I:. ��? IjT r Gil , NOTES AND PLAN ' o.c. into one of the king studs adjacent to p p p p / g H- I-+- -- I �-- SEE SCHED. 2 threaded rod used. While single continuous rods are preferred, couplers (Simpson CNW or FLOOR I r I r I I I I I �� I I `': : --, all openings (In addition to other nailing FRAMING ) I I I 1 I I I I I I QUICK—TIE TM PRETENSIONING `= QQ� �' equal) may be used in cases where one continuous rod is unfeasible, The rod shall be I I 1 I 1 ( ) , '• ROUGH OPENING specified in schedules 3 or 4 vertical a I I I I I , ' CO `=�' SILL ANCHOR INFILL j j P )• installed approximately centered in hole. Rods may be slanted from trueby I I I I I STRETCH TABLE BETWEEN RODS PER I I SEE ARCH. _-- 5 Where rod is s ecifield on Ian adjacent to g• I I I E N45 T P P J maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The nut I I I HEADER SCHEDULE 3. j girder truss or beam, (locate rod within 3 of above the uppermost plate shall be secured over the washer to a snug-tight condition I I �HEA�2WA I Ll SEE PLAN I I SHEARWALL I PRE-STRETCH LENGTH STRETCH REQUIRED TO post. I I I OF WIRE ROPE (Lc) PRETENSION WIRE ROPE ® P plus one-half turn of a standard wrench (approximately 25 ft.-lbs. of torque).. I I SEE (PLA I SEE PLAN I 6 At openings reater then 4'-0", attach dbl. p ( pp y q ) O9 EPDXY ANCHORING: (Distance from slob to top of , I I I I r I I uppermost plate of wire rope) 1/4' QT ROD EMBEDMENT \ FOUNDATION, top plate to header w/,"SPH4/6 @ 32" o.c. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength i I I i I i i I i i 97" 3/4" s/a" DEPTH PER — SEE PLAN cripple studs are used attach SPH4/6 to Epoxy or approved equal. Provide a minimum edge distance (measured from centerline of �. FASTEN THREADED ROD TO J 1 FOUNDATION 1 1 ROD NOTES 109 '/ 3/ cripples & attach cripplle to header w/H3. rod to edge of slab) of 2 for 2x4 framing and 3' in 2x6 framing. (See 8/S-2 for ADDITIONAL ANCHOR a 4 O7 When rod spacing exlceeds 6'--0" provide FOUNDATION PER 1 /S-3. NOT SHOWN BOLTS PER SCHED. 3 121" 1" '/$" P 9 , p typical anchor installation & embedment of '/2 "o rods) an additional rod of 8di NAILS 0 6" O.C. into 145" 1 '/a" 1" ANCHORING SYSTEM SYMBOL DEFINITIONS 210 ' 1 /a ' 1 /z dbl, top plate. Stagger this nailing with 2 THREADED ROD GENERAL NOTESrT-� 245" 2" 15/8to " 1 THREADED ROD ANCHORING SYSTEM typical nailing. S-3 SCALE: NTS S-3 SCALE: NTS S-3 SCALE; N.T.S. 260" 2'/8" 13/4" V) - o _N c'v n • AT EXTERIOR WALLS, FASTEN _O LU �, "' LO DBL, TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE _ 4 - - 11/4 ;, C� 2x6 2x_ SYP.#2 DBL. 70P 4'-0 MIN, WALL SHEATHING TO DBL. -U SEE SCHEDULE 2. 1/S-3 FOR SPH4/6 HEAD OR MINIMUM ROD, NUT HEADER PER MAX 1 '/2 p 2x8 - 1 A PLATE. FASTEN TOGETHER h TOP PLATE w Sd 3" O.C. O > `o d ROUGH MIN. E & WASHER - - w/10d COMMON NAILS @ ° / tun) Q X STRAP FROM GARAGE REQUIREMENTS. OPENING SILL PLATES FASTENER E.E. SCHEDULE 2 OPE ING X ° ° ° ° ° ° ° STAFFERED INTO BOTH PLATES 4-- o o C PER NOTES 16 O.C. PROVIDE 3-10d Q U o a DOOR HEADER TO JACK4-12dNI a STUDS, SEE SCHED 3. GARAGE HEADER, = 4'-4' (1)2x4 SPIT #2 TOE NAILS - - a �I WITHIN 24 OF ANY SPLICE. m � SEE SCHEDULE 2. 6'-4" 2 2x;4 SPF 2 (1)A34+ 2-12d KING & JACK END FASTENER FASTEN CORNER > COMMON NAILS EA. SIDE dS m C:, U O # TOE NAILS STUDS PER POST TOGETHER Q X ° NAIL FROM OF SPLICE (TYPICAL) (TYPICAL) O -0 4 6-12d `� `� OTHER SIDE `v 24 MAX. EXT. WALL +` N THREADED ROD, B'-4" (3)2x:4 SYP #2 (1)A34+ TOE NAILS SCHED. 2. w/1 2d COMMON _ o SEE SCHEDULE 4, ADD SIMPSON PA51 STRAP WHEN GARAGE WING6_124 �• OF 2nd PLY, 6" MAX. INT. WALL WALL C 3'-6" EMBEDDED IN CONIC. FILLED : 12'-0 to (3),2x6 LVL (2)A3SA TOE NAILS 2x8 SPF T&B (2)12d 6 O.C. 0 ° STEM WALL. FASTEN TO KINGS w 18-16d NAILS, SEE BELOWIN OTWO OSTOFRYTCLEARUHEIGHBTEWALLS.TWEEN WINbOWS i HEAD OR TOE NAILS (STAGGERED). 8 D B L TOP PLATE SPLICE DETAIL 0- OR DETAIL BELOW / w/ 12d @ SILL PLATES E E (MIN) CORNER POST o 0 3-2x_ STUDS ( ) (6)12d TOE NAILS TOP 8 ' O.C. SEE SCHEDULE X ° S-3 SCALE: 3/4 - 1 -0' U AT CORNER. ADDED PA51 STRAP < & BOT. (TYP) ROUGH OPN'G SEE ARCH. EMBEDDED IN CONIC. KING & L LL, = SHEATHING ' ��- DBL STUD (9 END OF SHEARWALL SILL PLATE, SEE CONCRETE SLAB, FILLED STEM WALL JACKS _ I 1 2 tw CONT. AT HEAD & SILL OR GIRDER TRUSS. SEE DETAIL IF NO THREADED ROD OR ANCHOR PT. SYP#2 SEE PLAN. PER SCHED. ¢ GIRT/VERT 7/S-3 FOR NAILING PATTERN, 2x6 or 2x8 2x4 SILL PLATE SCHEDULE 3. WHEN GARAGE WING OR PLAN W FRAMING I N � St NAILING PATTERN NAILING PATTERN BOLT IS LOCATED AS SHOWN PROVIDE WALL IS C 3'-6"• JOINT. A 1/2 "0 EXPANSION BOLT (w/ 51/4" LTP4 ON INSIDE FACE. OR 2nd FLOOR OF . — 33/4 " To 5'/4 " BOX BEAM BETWEEN WINDOWS 2x SPF RIPPED AA TO FIT ARCH. SINGLE STORY WALL EMBEDMENT) w/ 1 /2" PLATE WASHER, �� LO THICKENED SLAB IN TWO STORY FRAMING DEPTH REQ'D. 4 8„ IDD 3rd 1'-0" 6' AEDGE © GARAGE 5 H EIADER AB OUE HEAD 8c SILL FR AM I N G (2)2x_ 16 MIN, EMBED. OPENING. -� MAX PROVIDE AT A DISTANCE OF NO LESS BUTT MIN. BUTT JOINT OF PA51 IN CONIC. _ PA51 IN STEMWALL S---3 SCALIE: 3/4 = l '-0 STRAIGHT _-I I� (2)2x_ THAN 6" AND NO MORE THAN 12" FROM FILLED STEMWALL. DBL R 0 D ALL BUTT JOINTS IN THE SILL PLATE. K7� GARAGE WING WALL ELEVATION HEADER, P R 6 INSTALLATION 7 BUILT— UP MEMBER SILL PLATE BUTT JOINT DETAIL (ROD, NUTE �- 3 SCALE: 1 /2" = 1 '-0" STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE IN S-3 SCALE: N.T.S. 5--3 SCALE: N.T.S. S-3 SCALE: 3/4" 1 '-0" SLAB FOOTING SIMILAR. PER NOTES GIRT & FASTEN RS " �- KING & JACK PElit IA R 5/S-3 2x_ SYP#2 CONT. FL44R DECK, SEE FLOOR DECK, SEE ROOF DECK, SEE 2x SPF BLOCKING � � STUDS PER - SCHEDULE 5. RIPPED TO FIT ATTACH TO DBL SCHED. 2. SCHEDULE 6. Ir SCHEDULE 6. PRE-ENGINEERED WOOD WITH GAP SHOWN FASTEN OSB TO NAILER TOP PLATE AND 10d� 4" O.C. 7 12 2x SPF DIAGONAL ATTACH SW SHEATHING TO TRUSS w 10d /s" OSB DIA. FASTEN ADJACENT TRUSS. BLOCK ALL / : . TO TOP PLATE w SEE ROOF TRUSSES @ 24 O.C., SEE LEFT BLOCKING FASTENED w/(1 ) ROW 10d @ 4' O.C. PANEL EDGES. NAILING TO 3" O.C, EDGE / (2) ARCH DESIGNED BY OTHERS FOR INFO. / w/(2) 12d E.E. (TYPICAL) MATCH SHEARWALL. OF 2x_ MAY ROWS 10d 4 O.C. & HURRICANE CLIPS PER NOT SHOWN / OVERHANG DBL. I NOTE: TRIM WALL SHEATHING TO MATCH 2x4 NAILER w/ (1 ) UPLIFT CONNECTOR TRUSSES W)TH RADIUS WINDOW FRAME BY t 1/2" /1s OSB DIAPHRAGM PRE-ENG. WOOD TOP PLATE, ROW 10d 4" O.C. SCHEDULE 3 , „ - FASTENED TO TOP PLATE TRUSS BOT 11 '/4" (TYPICAL) HEEL C 1 -O ROUGH OPN'G, SEE ARCH. w/(2) ROWS 10d 4" O.C. \ J,_ ROOF CHORD MAX. FLOOR FRAMING IF SHEARWALL 15 TOP PLATE EL WINDOW FRAMING ��_ � INTERIOR SHEARWALL, ALIGNED DIRECTLY (n DBL TOP SEE ARCH rii"� RADUS - SYP#2 2x4 NAILER FASTENED' SEE SCHEDULE. �\ BENEATH FLOOR PLATE SYP#2, S-3 SCALE: 3/4" = 1 '-O" T TRUSS BOT. CHORD w 2 FASTEN TOP PLATES TRUSS, OMIT HORIZ. MATCH STUD WIDTH. WALL STUDS O ROWS 10d CR 4" O(.C) \- TOGETHER w/ 2 ROWS INTERIOR " OSB (ON ONE SIDE) BLOCKING PANEL OSB & EXTEND WALL O 0 Q CLIP FROM DBL TOP \- & SHEATHING, 1/2 " ANCHOR 24" MAX. CORNER FRAMING, (TYP) COLUMN N OF (4)10d BETWEEN SHEATHING 70 TOP � W SEE SCHED. -� ' EACH STUD. -_ SHEARWALL, BETWEEN FLOOR TRUSSES (2x4 SPF ALL FLANGE OF FLOOR Z � PLATE TO STUD, SEE 2 g� 6 NON-STRUCTURAL, BOLT w/ 1 '/2 ';O `1 HOLDDOWN: INTERIOR SHEARWALL, SEE _ _ L. _ SEE SCHED. 5 AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. Q Lv UPLIFT CONNECTOR SOFFIT SEE ARCH. WASHER CTR'D SHEATH PER SCHED. 3 w/ ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING. FOR NAILING. 0 SCHEDULE 3, OR THREADED ROD PER ON EA. SIDE, 8d COMMONS @ 3" O.C. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. LLQ OMIT AT THREADED SCHEDULE 4 QE EXTEND SHEATHING 4" MIN. EMBED. AT ALL PANEL EDGES. SITUATED ABOVE, ATTACH ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL ROD SYSTEM. � THE SILL PLATE TO SLAB W � OMIT WHEN USING VERTICALLY TO TOP MIN. (2) STUDS UNDER TO FLOOR FRAMING TO FLOOR FRAMING Q z CONVENTIONAL OF TRUSS AS SHOWN. w/(1)1/ x 6" EPDXY EITHER ALTERNATE MAY BE USED EXCEPT AT SW-2. AT SW-2 USE O STRAPPING. PROVIDE 2x4 BLOCKING SYP#2 PT BEAM, O B ATTACH ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. W BOTTOM PLATE O BEAM TO BUILT-UP AT HORIZONTAL JOINTS. POST w/(2)HTS20. STEEL WASHER.CORNER STUDS TO ATTACHIN r,3 IT. S H E A R W� L.L A T ROOF 14 I NT . SHEARWALL AT F 10 ROOF TRUSS CONNECTION TRUSSES ,WITH 12 B OX:ED COLUMN AT PORCH PLATE WITH (1)H2.5A CLIP - S-3 SCALE: N.T.S. HEEL >, -Q �_3 SCALE: 3/4" = 1 '-0" AND TO HEADER ABOVE S- 3 SCALE. 3/4" = V-0" \,,S-J3 SCALE.. 3/4" = 1'-O" Cd LL. WITH (1 )MSTA24 STRAP. HURRICANE CLIP WALL STUD ROOF SHEATHING H3 HURRICANE CLIP @ EA. PLYWOOD OR OSB SHEATHING, PER SCHEDULE 5 PROVIDE BLOCKING FOR OUTLOOKER TO TRUSS. BOUNDARY OF SEE SCHEDULE 6. STRAP FROM 2ND FLOOR ROOF DECK @ RIDGE. SEE SCHEDULE 6• # SHEATHING SEE DETAILS SYP#2 LEDGER 2x4 SYP#2 OUTLOOKERS 1 2 3, 5 ( STUDS TO 1ST FLOOR ATTACH TO STUDS 4-12d 24 O.C. EXAMPLE OF PANEL _ mel 6, & 8 OF I STUDS SEE UPLIFT © 16" O.C, w/12d OE NAILS EDGE w/ BLOCKING -� CONVENTIONAL ROOF FRAMING SCHEDULE THIS SHEET I CONNECTOR SCHEDULE 3, COMMON WIRE NAILS I I TYP. I PROVIDE 2x4 SYP#2 UPRIGHT WHERE REQUIRED BY :C . MAXIMUM_ SPAN UPLIFT CONNECTOR FOR MISC. I OMIT © THREADED ROD FROM TOP TO BOT. CHORD OF ROOF RAFTER ANCHOR SYSTEM PER SCHEDULE SCHEDULE 5 & 6. DETAIL, l BELOW. ( I I I I TRUSS @ EA, X-BRACE (IF ��.. (SYP #2) @24" O.0 @16" O.C, DBL TOP PLATE PRE-ENG TRUSS 10 FIN FLOOR EL ROOF TRUSS � . VERTICAL IS NOT PRESENT) � 2 x 6 9'- 6" 11'-6" (1) H3 °ROE NAIL (1) A35 OR4-12d . . . . . . - 3--16d � I X-BRACE SPACING SCHEMATIC OR 8-i2d oR 8N 2d N I I I I I - -- NAIL SPACING AT , , 2 x 8 13'-O" 15'-0" (2) H3 TOE NAIL (2) A35 TOE NAIL SEE ARCH PLANS WHERE A LEDGER IS INDICATED ON PLAN EA. VERT. IqOTE ADI NAL BRACES SUPPORTED EDGES 2x4 SYP#2 ASOEO.. EOUALLY 2 x 10 16'-6" 19'-0" (1) MTS12 (2) A35 AND NO TRUSSES BEAR AT THAT LOCATION, I (TYP.) I _ - IN011A I ti SPACED w/ SPACING SEE SCHEDULE 5 & 6._ _ X—BRACE. '-0" 23'-0" 2 MTS12 2 A3) ( )DOUBLE TOP PLATETHE LEDGER IS BEING USED TO ATTACH THE I I . � I I _ +U� of 5'--8" MAX. , ADJACENT ROOF DECK. USE A 2x6 LEDGER - SYP #2, MATCH r M EXAMPLE OF UNSUPPORTED STUD WIDTH. PER SCHEDULE BELOW. ATTACH ROOF DECK I �I I I 4 MIN. `—w/2 UNBLOCKED PANEL EDGE. , ' ' DATE VF PER SCHEDULE 6. 16dC�4 FROM w ( ) NOTE: WALL STUDS & SHEATHING, I I LATER4 BRACE (TYPICAL) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE—ENGINEERED WOOD ROOF DESIGN/DRAWN SEE SCHEDULES 2, 5 & 6, VERTICAL 16d TOE NAILS ® 8 O.C. TRUSSES. AT ('nNJVFNTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SEE DETAIL TO BLO BELOW. I /" o REACTION LEDGER SIZE & NAILING FROM BOT CHORD OF TRUSS i BELOW' FOR REOUiRED LEDGER r10ARD AND ATTACHMENT. WHEN USING TWO H3 CLIPS LAP/MRC THREADED ROD PER 0-775 2x6 w/(5) NAILS © EACH STUD 2-16d - TO DBL. TOP PLATE 16d NAILING TO 1 ON 1 '/2' 'WIDE LU�`MBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. CHECKED SCHEDULE 6 STOPS 776-1250 2x8 w/(8) NAILS O EACH STUD EA. END INTERMEDIATE � : -- STt IDS ROOF OTHER, WHEN USIING TWO A35 CLIPS ON 11/2" WIDE LUMBER, STAGGER CLIPS LAP I 2x4x8' SYP#2 LATERAL 8 O.C. # SUPPORT IS 6" � VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO SHEET & FOUNDATION OR OMIT 1251 ---1850 2x12 w/(12) NAILS @ EACH STUD BRACE @ 48 O.C. w 2x4 SYP#2 STAG. O.C. MAX. UON TRUSSES, OR VE,R ICA AD,IACEtI T TRUSS. / BLOCKING FLOOR JOISTS. WHEN USING CONVENTIONAL 3-16d INTO 'EA, TRUSS, STRAPPING, LEDGER CONNECTION SCHEDULE @ 24" O.C. S 3 _ 15 FLOOR SECTION 16 WALL LEDGER GABLE EN BR ACING 2x4 SYP#2 18 SHEATHING NAILING DF— TAIL 19 CONVENTIONAL ROOF FRAMING SCHEDULE SIMPSON S-3 SCALE: 3/4" = 1'-0" S-3 SCALE: N.T.S. S-3 SCALE:, N.T.S. (PLATFORM FRAMING) BLOCKING AS LTP4 @ �-3 SCALE: 3/4" = 1 '-0" � � '' y �- 3 '� '`_,CALE: x+; 1"' '= 1 '-0 ' CEILING NAILER 24" O.C. JwE,L F7V WALL STUDS AND SHEATHING, PROVIDE ANCHORS PER BOXED COLUMN, 8,� N Structural Notes: QUICK-TIE (ALTERNATE) REVISIONS BY UPLIFT CONNECTOR AT TOP AND BOTTOM SCHED. 3 ON S-1 @ FND - SEE 12/S-3. F g q SEE SCHEDULES 2, 5 & 6. � C� � 1. Design in accordance wvith requirements of the Florida As an alternate to the threaded rod anchors OF STUDS, SEE SCHEDULE 3. OMIT Ca? AT BOX FRAME THAT IS z o Building Code 2001. specified within these documents, the contractor SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM UPLIFT CONNECTOR AT TOP AND BOTTOM w Dead loads: (actual) Live loads: (uniform) may choose to install quick-Tie (TM) Wire Rope STRAPPED TO BEAM ABOVE. Y i Floor 13.5 psf Floor 40.0 psf SEE SCHEDULE 3 ON S-1 OF STUDS, SEE SCHEDULE 3. OMIT Cal I (QT) as fabricated by Quick-Tie Products, Inc. 1 #5 CONTINUOUS, PROVIDE �z„_.a� U m Roof 13.5 psf Roof 16.0 psf (T.C.L.L.) 5 WALL STUDS AN4D SHEATHING, I THREADED ROD ANCHOR SYSTEM - Q /2" rods shall be replaced with /4" QT & /8 AND DETAIL 8/S-2. i J Attic 10.0 psf (B.C.L.L) ' CORNER BARS (TYPICAL) SEE SCHEDULES 2, 5 AND 6. I -••••; 1 #5 CONTINUOUS, PROVIDE ` � to (see paragraph 6 below for reduction of load combo) rods shall be replaced with Va" QT, U.O.N. AT WALLS 4'-0" HIGH, 1 11 f...• ;, SILL PLATE CONNECTION, CORNER BARS (TYPICAL) 8 DETAIL AA i� Quick-Tie (TM) products shall be installed by a I � ° 2. Deflection criteria: '/4" 3 PROVIDE TEMPORARY - SLAB ON GRADE, ; SEE SCHEDULE 3 ON S-1 _�� / / / / factory trained and licenced installer. & /a �� / /' i`""`i = e Roof framing live load 1/240 total load 1/180 BRACING UNTIL 7 PAYS SEE PLAN. CONT. BIRICK LEDGE AND DETAIL 8/S-2. v a ��\ SLAB ON GRADE, QT's shall have minimum allowable capacities of 1 / Floor framinglive load L 480 total load 1/360 AFTER SLAB IS POURED. / / / / EXTERIOR GRADE d / /\ SEE PLAN. / / 2850{ and 6540#, respectively. QT wire rope i \ \/ / (AT BIRICK ONLY) 3 b=�,.,1 w SEE GENERAL STRUCTURAL / \ „ shall be pretensioned to eliminte the / / /\�� 4 SLAB ON GRADE, OR SLAB ON GRADE, ~ `�\ 8 THICKENED SLAB UNLESS 3. Lateral loads: / / __ ° / �� / - / w / ( Wind desi n per FBC 2?001, section 1606,2 constructional strecth inherent to all helically-laid NOTES 11, 12 & 13 O X \/ - SEE PLAN. SEE PLAN AND ARCH. w / INDICATED AS A LARGER FOOTING g p wires and strands. The retensionin forces „ - \ See sheet S-1 for Lot,erol Load specs. p g i p I ¢ 8 CMU STEMWALL w 4 F_:_;:=1 / / required at installaion shall equal the above listedsy , 1`f �- / # ;C �/ / - ON PLAN), SHALL BE MIN, 4' �` o 48" O.C. VERT. REINF. •••o / / 4. Reinforced Concrete: f'c = 2500 psi allowable capacites. See 3/S-3 for pretensioning o / / -� 1 \j�\\ /\/\�\ WIDER THAN WIDTH OF BOX •;- r �y - / .. 4 / / ° 4 Design as per ACI 318 latest edition strech table. ti t 1 AUO ZQaQ \ CENTERED IN WALL GROUT \ 1r��\ �� \/ 4 / \%\ COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u,n.o.) \00 \/ ALL CELLS SOLID. FIELD _ - /\\ ° /\ \ ry ,, ; `- r \ 1 ao / • ? •� /\� \� \ \ Unless otherwise shown on drawings, minimum concrete cover for reinforcingshall be 3" in footings and mesh • ',�. �� P ri °�; 3 / BEND INTO SLAB. ,_ �/ /I 1' \ \ 8" CMU STEMWALL w/ #4 Q 48" g ' 4 g �w r x ° \ \ shall be centered in slab on grade. In all continuous footing provide 48" oc or rod chairs Provide s d° ALT. FOOTING AT / . Q nti O \\ ° 4 °.. 2-#5 CO T, - / °. \/\� O.C. VERT. REINF. CENT D IN continuity of reinforcinlg of intersections of perpendicular concrete elements by installing corner bars, minimum 3„ BUILDERS DISCRETION. o \\ WALL GROUT ALL CELLS SOLID. of 40 bar diameters into each element. All reinforcing steel shall be placed in accordance with the typical bend .. • #4 DOWEL TO MATCH (3-#5 CONT, @ BRICK LED E) �~ _ \ �� • ° \\ FIELD BEND INTO SLAB.NV diagrams and placing (details of ACI standards and specifications. All reinforcing steel shall be held securely in WALL REINFORCING. 6 12 1 -STORY / position with standard accessories during placing of concrete. Splices in reinforcing, where permitted, shall be - \ 40 bar diameters. Rleinforcing steel - ASTM A.615 grade 40, welded wire fabric - ASTM A185. „ CONTINUOUS CONCRETE 16" 2-STORY �� \\/.\% \ #4 DOWEL 70 MATCH WALL REINF, 3" CLEAR 5. Foundation: Soil bearinig (Design Maximum): 2500 psf 20 FOOTING w/ 2-#5 CONT. 20 �- CONT. CONC, FOOTING w/ 2-#5 CONT. If the ftg. elevations s;hown occur in a disturbed or unstable soil, the engineer shall be notified. (TYP,) 3 CLEAR (TYP.) 6. Pre-Engineered wood rroof and floor trusses: Design of all pre-engineered wood trusses shall bear the seal of 1 STEM WALL & FOOTING 1 M MONOLITHIC EDGE FOOTING 2 S TE M WALL w/ THICKENED FOOTING an engineer in the State of Florida. All trusses shall have temporary bracing per "Commentary and Recommendations for (Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB-91." for their bracing requirements, notify engineer. Provide permanent bracing per truss mfr. Shop drawings. The contractor V S-2 SCALE: 3/4" = 1 '-0" (SIM, AT PORCH EDGES w/o WALL) S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-0" (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#!3 or better bottom chord bracing perpendicular to truss bottom chords and attached to 0 each truss with 2--8d common nails. At end walls provide diagonals (approximately 45%) to the adjacent exterior perpendicular wall and between each line of bracing to form a zigzag pattern all constructed of the O some bracing material.. Also along exterior walls parallel to bottom chord bracing provide diagonals in the end C N N WALL STUDS AND SHEATHING, space between the wolll and the first line of bottom chord bracing at a maximum spacing of 20 feet. For wind � LL1 '� Lo SEE SCHEDIULES 2, 5 & 6. WALL STUDS AND SHEATHING, uplift, trusses shall be designed w/ a min, dead load condition of 5 psf top chord & 5 psf bottom chord. D -gyp rn UPLIFT CONNECTOR AT TOP SEE SCHEDULES 2, 5 & 6. Reactions calculated for the bearing points of roof trusses shall be reduced in accordance w/ FBC Section U O N 1609.4.3. Specifically, (attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when � Q u- SILL WOOD PANEL SHEATHING IF SILL PLA7fE CONNECTION, AND BOTTOM OF STUDS, SEE SILL PLATE CONNECTION UPLIFT CONNECTOR AT TOP AND BOTTOM combined w/ dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be responsible for ail truss- "' �-- o co SHEARWALL, SEE PLAN AND INTERIOR STUD BEARING SEE SCHE(DULE 3 ON S-1 SCHEDULE 3. OMIT Cad THREADED OF STUDS, SEE SCHEDULE 3. OMIT Q Q U o " _ WALL, SEE SCHEDULE 2, / SEE SCHEDULE 3 ON 5--1 to-truss calculations & connections. (unless a special conn.r design is req'd that is not available from vendors) p SCHEDULE 4. AND DETAIL 8 S-2. ROD ANCHOR SYSTEM THREADED ROD ANCHOR SYSTEM 06 v m o AND DETAIL 8/S-2. 9 � o Q v / 7. Wood Shearwalls: Sheathing for shearwall shall be as indicated on Schedule 5 and holddown as indicated 8" CMU STIEMWALL w/ #4 on Schedule 6. SW# (PERF) indicates a perforated shearwall segment per building code section 2313.2.2. � -o � cv UPLIFT CONNECTOR AT TOP 1 #4 CONTINUOUS PROVIDE This 5W type is designed as one Ion wall segment includingthe windows door o enin s with a holddown 0) 0)17 � N AND BOTTOM OF STUDS, SEE SILL PLATE CONNECTION, © 48" O.C. VERT, REINF. CORNER BARS 3'� EA. SIDE required only at the g +extreme end. 9 g windows/ p g .� SEE SCHEDULE 3 ON S-1 CENTERED IN WALL GROUT +- 0 a- SCHEDULE 3. OMIT Q THREADED OF RECESS. TYPICAL O ROD ANCHOR SYSTEM AND DETAIL 8/S-2. ALL CELLS; SOLID. FIELD x / SLAB ON GRADE, ( ) 8. Reinforced Masonry, Dr-sign per ACI 530 current edition required compressive strengths: CL BEND INTO BOND BEAM,I :5i . SEE PLAN. 5'/z "-- ReinforMasonrcing (steel ls d cAS>TM A615 grade 40 1500 psi � O SLAB ON GRADE, O U / SLAB ON GRADE \\ \�/ / / / SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N-1 hollow cone. masonry units w/N ° type 'S' mortar, Wall c:oursin shall be runningband, stack bond shall not 6e used. Grout all cells containing SEE PLAN. �� -� 4 4 ° 4 J 1 •' /\\ vertical reinforcement with 3000 psi pea rockconc, grout. Splices in reinforcing, where permitted, shall be • • \ O solid. All exterior walls shall be reinforced Ad.. 4 %/ ao � 8 x 8 BOND BEAM N � /\��\\ 4v 1 ( \\'\\�/\. 48 bar diameters all cells below finished grade shall be grouted so d. a to \ \ w 1- 5 CONT. PROVIDE full height with: - y�1 4'-0" o.c. max. / ° ° / # at each corner, wall ends, & wall intersections ° �\ CORNER BARS (TYPICAL) 1 -STORY 1 6 O \ 4 ° 4 At stemwalls contructed of 5 or more courses, provide horizontal Joint reinforcement at 16" o.c. vertically, „ 2---#5 CONT. \r • a • ALT, FOOTING AT unless noted otherwise. Lap joint reinforcing 6" minimum. 2-STORY 20 ° \ 2 #5 CONT, _ 3„ BUILDERS DISCREATION. 1 -STORY 1 2" 9. Timber: Wood framing shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise •/ / CONTINUOUS CONCRETE noted herein. PT lumber indicated in sections and plans indicate a preservative treated lumber. Such lumber 2-STORY 16" shall be preserved with Sodium Borate (DOT-Disodium Octaborote Tetrohydrate). If however, ACQ or Non--DOT 3" CLEAR 20" FOOTING w/ 2-#5 CONT. SEE 1M/S-2 FOR BRICK Borate preservative treatment is used, all attached fasteners shall be Hot Dipped Galvanized, If ACZA (TYP.) LEDGE AT BRICK ONLY. preservative is used, adl attached fasteners shall be Stainless Steel. BEARING A T INTERIOR 10. Fasteners & Epoxy: Ennbedment of expansion bolts shall be 31/4" minimum in concrete & 51/4" in grouted 3 4 STEM WALL A T GARAGE 4M CURB A T GARAGE masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embedment of rods or rebar dowels shall the 12 bar diameter minimum, uon. Holes shall be /4" larger than rebar size S-2 SCALE: 3/4" = 1 '-0" S-2 SCAIILE: 3/4" - 1 '-0" 5--2 SCALE: 3/4" = 1 '-0" larger than threaded rod size. 11. Anchor bolts embedded in concrete shall conform to ASTM A307 w/ 3" hooks x specified length. Bolts shall be cleaned with m solvent such that they are free of any oily residue. WALL STUDS SLAB ON GRADE, SLAB ON GRADE, 12, Bracing: Provide all temporary bracing, shoring, guying or other means to support structural elements in UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, 1 #5 CONT. SEE PLAN. 1 #5 CONT. SEE PLAN, place during construction. WALL STUDS AND SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM SEE SCHEDULES UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE _ SCHEDULE 3. OMIT O THREADED ROD ANCHOR SYSTEM � �° / /� � 4 ° °� a ,4 � 13. Dimensions: Verify ❑II dimensions with architectural drawings. See architectural, mechanical, electrical and SHEATHING, SEE 2, 5 & 6, _ '\ /Y Q ° �- plumbing drawings for embeds, openings, sleeves, etc. Which are not shown on structural drawings. � � . \SCHEDULES 5 & 6 SEE 7C/S-2 1#4 EXTENDED 3' EACH � �\�. .�\\\/ /y � \� 4 a \\ 14. Means and Methods: The structural engineer shall not have control or be responsible for construction SEE ARCH PLAN means, methods, techrniques, procedures, or sequences; for the acts or omissions of the contractor, or any SILL PLATE SIDE OF RECESS. (TYPE.) ,1 other persons performiing the work or for the failure of any of them to construct the work in accordance CONNECTION, 8 8"x8" THICKENED 12"x12" THICKENED w/ the contract documents. SEE SCHEDULE, SEE ARCH PLAN EDGE w 1 -#5 EDGE W/ 1 -#5 sill ; � SLAB ON / �� 1 -015. Shop Drawings: Shop drawings shall be prepared and submitted to the Engineer and Architect for review for 52 - ' / GRADE, -__� SEE 7C/5--2 CONTINUOUS. CONTINUOUS all structural elements utilizing prefabricated components. 1 -#5 CONT., 4 , PROVIDE CORNER 4 4 / / = SEE PLAN. / r ° _ THICKENED S,L A B THICKENED S L/`1 B 16• Schedules: Schedules & specifications for the following items appear on sheet S-1; wall studs, structural ° '\/ 51 SLAB ON 6A 6B wood panel sheathing, uplift connectors, shearwalls, headers, spacing of threaded rod anchor, f ) U BARS (TYP.) GRADE, V 1 \\/ �� / / ��4/ /+\ •��\ \ SEE PLAN, S-2 SCALE: 3/4" = 1 '-0 ' 5--2 SCALE: 3/4" = 1 '-0" 17. When indicated as an 'ENCLOSED BUILDING' on 5-1 then all exterior parch ceilings shall be W _ V l / sheathed with one of 'the following: I--� Gypsum (waterprroof) green board, w/ 5d cooler nails Q 6" o.c. edge & field \\/\/ SHOWER PAN SLOPES 70 DRAIN SEE J > //\� \\/ \� ARCH PLAN, MAINTAIN 4 MIN. �� \\/ /= 4 1 �` \�\� / \ \/ /�/\\ NNECTOR F SCHEDULE 'AA SCHIEDULE BB /1B" ase, w/ sd common nails 6" o.c. edge & field \ /\ SLAB THICKNESS. \ / CO A SPH4/6 @16 O.C. SPH4/6 932 O.C. � � I- \ \i --- --- ° SHOWER PAN SLOPES TO DRAIN SEE ARCH 2nd LVL KING t?, CS16 ©32" O.C. CS16 X32" O.C. 18- Curved frame walls shall be constructed with studs at B" a,c. (stud size and species as indicated on S-1). W 4 ° \\ \ \I\� d • d� �/�- „ ' STUDS TO 1St - - Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exterior surface of Z Q .4 4 >, „ \ / PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. LVL FRAMING. O C SPH4 6_(132" -O.C. SPH�6 @32" O.C. the wall. Fastening shall be with 8d common wire nails 0 6" o,c. edge and field. Q \�\ 8 CMU STEMWALL w/ #4 Q 48 O.C. VERT. �- \ / / U MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE \\\' :•. ° • % REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION, LID D ---- 19. Limit of Structural Engineers Design Responsibility: The items specifically designed by the structural 0 / \\ SOLID. FIELD BEND INTO CURB, PROVIDE (2) MSTA24 TO 9 WIDE (2) MSTA24 O 12" WIDE engineer are limited to the following: continuous load path for wind uplift, wood panel shearwalis, wall CORNER BARS (TYPICAL) SEE 1M/S-2 FOR BRICK O LTT20B TO 4' WIDE LTT20B TO 6' WIDE framing & req'd sheaithing & headers directly supporting roof framing. Items not designed are pre- ASTM _r (� E -- -- engineered wood floorr & roof trusses, floor framing not specifically addressed, truss-to-truss connections, L� LEDGE AT BRICK ONLY. HTT16 TO 9' WIDE HTT16 TO 12' WIDE and any architectural, mechanical or electrical system. U a MONO. EDGE w SHOWER RECESS - PROVIDE OLID F CS16 TO 4' WIDE _- CS16 TO 6' WIDE 5 STEMWALL w SHOWER RECESS 5M / B (KING BE KEEN - NN (TOR B (2) CS16 TO 9' WIDE (2) CS 16 TO 12' WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE QUICK-TIE (ALTERNATE) �! CO _ E ALL TRUSS--TO TRUSS S-2 SCALE: 3/4" = 1 '-0" S-2 SCALE: 3/4" = 1 '-0" FL ORS. 2nd /L "III STUDS 70 1 CONNFCTIONS SHALL-"BE PROVIDED CONNECTOR FASTENERS CONNECTOR FASTENERS � 0 L 1st LVL 'Ni�LL STUDS OR 2' BY'DLEGATED TRUSS ENGINEER. A35 12-Sdx1'j"-� - � LL FRAMING CONNE_ CTOR 3 WHEN USING TWO STFRAPS ON H2.5A 10-8d HA4 9-1 Odx1 '/2" 1#4 EXTENDED _ i SINGLE PLY TRUSSES, PLACE H3 8-8d HA4 9-1Odx1 ' z" STRAPS DIAGONAL! r AC'ttOSS DBL. _ WOOD PANEL SHEATHING IF 3' EACH SIDE Q ANCHOR CONNECTOR A TOP PLATE FROM EACH OTHER, USE I-la_ 8-8d - SHEARWALL, SEE PLAN AND STEP, SEE ARCH. OF RECESS. 3" (TYPICAL) DRILLED & EPDXIED THREADED DOUBLE I'OP PLATE THE FASTENERS TO RIGHT. MTS12 14-1Odx1 ' z" MTS12 14-10dx1 ' 2" SCHEDULE 4. (TYP.) ROD ANCHOR, SEE GENERAL TO WALL STUD. 4. 5/e"� OR '/e"� THREADED RODS HTS20 24-10dx1 '/Z" - - NOTES AND DETAIL 2/5--3. II SHALL BE EPDXIED -TO SLAB CS16 _22-10d MS36 26-10dx1 ' 2" INTERIOR STUD BEARING HEADER, SEE SCHEDULE 2 O ( ) UPLIFT CONNECTOR AT TOP FTG. PER _ I' FOOTING w/ ,5" EMB�EDH r,dT. OR TO LTP4� 12-8dx1'/2" (*� LS12 5-1Odx1 ' z" AND BOTTOM OF STUDS, SEE WALL, SEE SCHEDULE 2. ° . 5A NOT t NUMBER OF KING - STEM WALL w/12" EMBEDMENT. MSTA24 18-10d M524 18-10X11 '/2" (*) SCHEDULE 3. OMIT (� THREADED SHOWN). 4 /4 MINIMUM STUDS EA. SIDE H AT SAM - QONN � SEE 8/S-2 FOR TYP, ANCHOR ( *) SILL PLATE CONNECTION, ) EMBEDMENT SIMPSON 3 E HEADER fU JACK ( MSTA30 22-10d ( ) ROD ANCHOR SYSTEM OF OPENING, SEE 1 p SEE SCHEDULE 3. SPACING AS CONNECTOR n STOP INSTALLATION & EME3FDMENT /2"0 HTT16 (see below) QHD2 (see below) r7 7B C� CURB SCHEDULE 2. �1` - RODS) LTT20B (see below) QHD1 (see below) STEP, SEE ARCH. PLAN. 51LL PLATE, J � 5. (*) INDICATES USE OF HALF OF ** SLAB ON GRADE FASTENERS AT EACH END OF SPH4 6 10-10X11 /2' LS18 / 4 j SEE SCHEDULE 3. SLAB ON GRADE, ROUGH OPENING SEE ARCH. / „ SEE PLAN. SEE PLAN. AT OPENINGS LESS CONNECTOR, HU528 20-10X11 ' 2" to ledger & 8-1Od to truss �� / ` / 4� 4. 4. 6. '`* BEND LS18 STRAP OVER DBL. LUS28 6 10X11 /z to ledger & 4-10d to truss / /\ NUMBER OF JA( K STUDS THAN 4 F�ROVIDE ( ) -- s S 1 N TO, nF3L. TOP / "0 threaded rod embedded 7" into masonry CONNECTOR E EACH SIDE OF OF'FNI�IG, _ _�_ SPF14/6 AND ANCHOR TOP PLATE F n_,• E a � Y SEE SCHEDULE' 2 / / \ KING STUD TO BOLT OR ROD ANCHOR PLATE w 5-10d AND FASTEN TO ABU44/66 stemwall w/ Simpson 'set' epoxy or equivalent. STUD w/8-10d. Fasten to post w 12-16d DATE 8"X16" THICKENED / d FOUNDATION. ( WITHIN 6", UNLESS / PROVIDE SAME EDGE 4 HOLDDOWN ANCHORS w/ 2-#5 CONTEL . 3 - STEP, SEE ° DISTANCE AT MIONOLITHIC POWDER ACTUATED FASTENERS - - F SHEARWALL ANCHnR - 5 DESIGN/DRAWN 1 -STORY 16" ° REQUIRED FOR SHEAR NOT IS PRESENT. HTT16 18-16d COMMON NAILS TO POST & /g"� A307 THREADED ROD "f0 FND. ARCH. SLAB F00 TING. 5 LAP/MRG / HTT22 32-16d SINKERS NAILS TO POST & /a"O A307 THREADED ROD TO FND. >> (4" MAX.) EQUAL TO SLAB SHOWN FOR CLARITY, SEE l HD8A 3-7/aO A307 BOLTS TO POST & 7/e"O A307 THREADED ROD TO FND. CHEC'<ED 2-STORY 20 -� UPLIFT CONNECTOR - - - THICKNESS. OHDI 18-16d COMMON NAILS TO POST & '/2"0 A307 THREADED ROD TO FND. LAP SCHEDULE ON S-1. CONNECTOR C -- __ - _ _ - _ _ -_ -- 7C @SLAB RECESS 1st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 5/8"0 A307 THREADED ROD TO FND. SHEET LTT20B 10-16d COMMON NAILS & 1/2"0 A307 THREADED ROD TO FIND. TY!� i C A L OPENING DETAIL AND PA51 EMBEDDED IN CONC. FTG & ATTACH TO JACK STUDS w/16---16d COMMON NAIL. S 2 7 MONO . FOOTING AT STEP - DOWN 8 TYPICAL ANCHOR INSTALLATION 9 • CONVENTIONAL STRAPPING 'SCHEDULE 10 HO+LDDOWN FASTENER SCHEDULE S-2 SCALE: 3/4" = 1 '-0" S-2 SCALE: 3" = 1 '-0" 5-2 SCALE: N.T.S. S-2 SCALE: N.T.S. (SIMPSON & QUICK-TIE) REVISIONS BY 12 ROOF SHEATHING, SEE PER SCHEDULE 5, ARCH CONVENTIONAL ROOF FRAMING, SEE ROOF FRAMING PLAN OR SCHEDULE. (2) SIMPSON HTS20 , SEE DETAIL STRAPS AT EACH RAFTER 4 n 1 4/S-10 FOR AND 2-12d TOENAILS ��,�() "< � -1 HIP CONN. EACH SIDE. r' s 1 t A fv rl 6 ffY t: SEE DETAIL ,. A7 EA. CORNER INSTALL 4pcs-16d TOENAILS � W-1 DRYWALL CEILING J qUG / 2(1Q` ::r 4/S-1B FOR (SIMILAR) - .� HIP CONN. _ _ _ SEE ARCH EACH TRUSS TO TOP PLATE � .,� d� �v AT EA. CORNER -� , .� �`n_ �,o N`5 a 3,11 _ - X �� TOP PLATE EL o' • _ __ _ — - — - \ _\ _ ; \ . \ t \ / DBL TOP SEE ARCH PLANS PLATE SYP 2 `..... q 'n \l \l MATCH STUD WIDTH. 3 2xC SPF#2 POST �J I ( ) >t J (3) x4 SPF#2 POST THIS END OF BM �9. I\ I\ CILIP FROM DBL TOP WALL STUDS & _ _ THISEND OF TRUSS H62. PLATE TO STUD, SEE 9 + '�� / \\ i S -1 , SCHEDHI2G& 6 E ! SEE DETAIL > > 9 -- - TRUSS-H6. / \ / \- (UPLIFT CONNECTOR S-1 B FOR L - - - _. --- -- - -- SCHEDULE 3, OR THREADED ROD PER Imo\ I I HIP RIDGE 3 I SCHEDULE 4 OR � � _ 4x.4 SYP 2_ ._ __ OMIT AT THREADED cn CONNECTION ( )1 / x11 /4 j 6x6 SYP 2 POST ROD SYSTEM, --KING-POST -- -- � � � OMIT WHEN USING 1 _ MICROLAM THIS. END OF TRUSS H62. cn CONVENTIONAL _r .- : I B I T-UP 4 STEEL 9 L U qa y HP CONNECTOR SEE - 3/S-1 B SIM. SEE 2/S--�-1 B FOR _ _ qa �� SEE DETAIL 19/S-3 FOR _ _ 1 CONVENTIONAL RAFTER WALL �- N L- -__ -----=--- �= - I� OVERFR AM I N G & LO �, -- -- --� CONVENTIONAL ROOF ; , y'` �, SHEATHING ATTACHMENT l - O w ° °' `�1 I FRAMING (TYP.) I � m OVER TRUSSED ROOF. S-1B SGALIE: 3/4" = 1 -0 SECTION �� i- _ . . _ I O , oN 2x12 SYP No.2 LEDGER, c`ii }� o , X FASTEN LEDGER TO ROOF Q U o o " 0p C, (3)2x8 SPF#2 POST a THRU PLYWOOD DECK w/ dS 2 U m ' Q THIS END OF BM#9. i -I-- 0 �. v N 3-#1Ox33/4" DECK SCREWS 07� � .� 4 ROOF SHEATHING, w 1 DIA, WASHERS AT EACH ry j - I.. . . - _ - _ _:. X _ - - X - PER SCHEDULE 5, EXISTING RAFTER INTERSECTION. ;;4/ -1 B FOR - SW-1 I 1 ROW 10d COMIMON CL �,, -' DETAIL" O I i SEE DETAIL -' V) ( I 4 S-1 B FOR �,� / HI CONN. NAILS @ 3 OC OVERFRAME RAFTERS ATTIC TRUSSES 2 2x12 SYP 2 RIDGE � O p HIP CONN. ( ) # AT EA, CORNER. -__ _- SEE PLAN OR i ' AT EA. CORNER AND VALLEY BEAM. (SI HILAR) SCHEUDLE. J U ! ! 2x8 STUDS @ 16 O.C. SIMPSON H3 w/ 8-8d COMMON NAILS FROM SW-1 RAFTER TO LEDGER WOOD ROOF RAFTERS, I ► I ' I ' I SEE PLAN I I , ( ! I ! x 2 LEDGER OVERFRAMINC RAFTER I ' - S-1 B SCALE: 3/4" = 1'---0" DETAIL ! _ BUCKET, '/4"f� MATEt BUILT-UP j (TYP) SIDE PLATES, I— '/4"F MATERIAL Y Wa -C14 X -1 3-3/4 TTHRU3-3/4" THRU 0 rBOL S AT WX RIDGE BEAM. BOLTS AT EA. X NOTE: *BM #* INDICATES BEAM I -- ---�"W T�� T x X x HIP BEAM. w PER TRUSS PACKAGE, DESIGNED - - - = \� /' \\ \\ X BY DELEGATED ENGINEER. OVERHEAD DETAIL U) n LLI _! _1 _._ /._ 1 _ X z„ 4„ 2 PLY MICROLAM 0 LLI W X. :_: - — — HIPS, SEE PLAN U7 ALL EXTERIOR WALLS I I - W=1 - O ARE CONSTRUCTED OF I I N Q 2x6 WALL FRAIMING. I "' I °"' U ! _ z i 00 2 PLY MICROLAM TY>P3/1 Q ---_� - -- ------- ---------- ____ ___ _ _ ..___ _ W --- - - -- _. - - - - _ RIDGE, SEE PLAN r -J _ Q M SECOND FLOOR SH EAR WALL FRAMING P LAN ' 4" w Q SIS C�!E VIEW OF CONNECTION U i SCALE: 3/16" = 1 '-0" 11 0 n--- PLAN PLAN NOTES: 3 DETAIL 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. CL TB 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME + S- SCALE: NTS POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL '/4I STEEL 2 PLY MICROLAM POST OR TO (LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22, L-BRACKET PLATE HIP, SEE PLAN U.O.N. ON SHEET S--1 IN ,EA. CORNER OF_ 3-3/," THRU 6 PLATE CUSTOMER 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH CONVENTIONALLY BOLTS AT EA SIDE OCEAN BLVD DEV. BEARING END OF SUPPORTED MEMBER. FRAMED' ROOF. (TYP) _ 1 -4RIDGE BEAM. �� ° �� SUBDIVISION ' " 4) 'X' MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS 3" 35 1 . TYP SELVA MARINA CIRCLE 25 AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, - - - - r /,s LOT UNIT BLOCK SEE SCHEDULE 4, 3"- 3) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. ROOF TRUSSES. - �-��. - cusToMER PLAN NAME - BEAVER RESIDENCE DESIGN/DRAWN LAP/GTR 3-5/8" THRU BOLTS CHECKED EA. SIDE INTO LAP =� DOUBLE TOP PLATE DATE (6 TOTAL) 8.25.04 SCALE ALT NOTE: USE 5/8"x6" LAGS @ AS NOTED CORNERS IN PRE--DRILLED DOLES JOB NO. INTO TOP OF BEAM OVERHEAD DETAIL SIDE VIEW OF CONNECTION SHEET 4 DETAIL S - 1 B S-113 SCALE: NTS SHEET 2 OF 4 r BM#4, 4-PLY LVL REVISIONS BY TRIM SIDES TO FIT SIMPSON HGT-4 HEAVY GIRDER HGT--4 CONNECTOR. TIEDOWN w/ CRESCENT WASHERS � SIMPSON HTT22, FASTEN A36 THREADED � ROD BETWEEN PER SCHED. ON S-2. CONNECTORS. i- _ SW-1 BM#41 4 PLY LVLT (2)13/ "x 11 '/ a a PLC M. W -- _..._.... _ - -- X44 _X X.... X ._ a . I X P P4f1 -- -._. _ .._ I , I (3)2X6 SPF# POST SPECIAL I� z UPLIFT ' )YV/-T#(h 1 ( J L. — -- -- -I _ -BOTH ENDS SOF BM#�'. CONNECTION C� LVL J I I I ._,+_ _I� 1 I 2x6 SPF#2 POST - I I I 1 Ir I I (,3) # I.. POST TO MATCH _ 3; „ SW-1 T � � ! I I� I I BOTH ENDS OF BM#8. POST TO MATCH i �; POST ABOVE. 1 W-1 S-1 SCALE: /a = 1 "-0 POST- AE30VE -- r .T...T T- r-_r 2-PLY LVL - i SIMPSON HD8A WITH (3)2x4 SPF#2 P05T - I 1 �„ 3- 7/80 0 A307 THRU BOLTS THIS END OF BM#5 r I I I ATTACH (1)HTS20 V �- L BM I I FROM BEAM TO POST O T � � cn O I I ` 7 I �" T SSI �j e^ ^^^-^-- 1777�/5M27 N ml - 2x8 STUDS 16" O.C. co 1 SYP#2 DOUBLE-/ p _ II SW-1 j, Cx � m TOP PLATE 5/a"� A307 THREADED DRILL Q U o (3)2x6 SPF#2 POST j C„ I 3 & EPDXY, 8" EMBED INTO IDcr- BOTH ENDS OF BM#7. I � __.�.__-______. POST TO MATCH (2)1 /a 14 MICROLAM 1 .9E BUILT-UP POST, SEE MONOLITHIC SLAB FOOTING °� y m a U POST ABOVE. LVL w 2 2x6 SPF#2 POST I 3 O `� �' `� / ) # PLAN FOR ATTACHMENT 2 / MIN. EDGE DISTANCE. � -------- i ( a v (3)13/4 "x14" BOTH E DS. OF HEADER. I X' i AT FOUNDATION. Nr o N ! ' ! MICROLAM 1 .9E LVL �=- CL (3)2x6 SYP#2 POST I I I X - r- - _ _ � - - X O __.....__... ..._.. _.:: ....X.. �. �- I TRUSt E.49 :...:: ... ... : — --------- ---- --�___ i v, DIRECTLY BENEATH — ' ��' � 2 8A CONNECTION C� LVL �. I I I �r I BOTH ENDS OFBO SCALE: N.T.S.N I ::! i S-1 . S 0 I W-1 J CENTER WALL. I U I1. I :1 _J f I I SEE 3 S-1A � :� 1 SPH4 , / 6 AT I DBL. TOP PLATE, FOR GARAGE CENTER I N .4 i ( SEE NOTE 6 OF I .: ...... ...... .............. ...... . .�':• ..(::.•. . I FULL HT. STUDS. N I ! a:: EE SCHEDULE 2. 1 S-3 FOR SPH4 WALL SEGMENT I x / /6 L N ...... ...... ..................... ...... . RE UIREMENTS ..... ...... ..................... ...... ...... ...... � �I i O 8x YP P v� I I 8 S 2 OST .S•• O�'• :T� �A I 'I I N I I I I :: I ................. .. ...... ...... . I I I.•:R0::A• ::1.•.9 , :. ; . :: ' I \ I 6x YP P 6 S 2 OST I E Cr ... � I GE HEADER, BY I IMF SIMPSON MSTA24FLAT..... ...... .. . ...... - _ � TRUSS ENGINEER. HI N F _ S END 0 BM 4 — — — , . —— TRAP { .._ _. _ _ __ _ _. STRAP AT EACH SUPPORT - -- � x� 1 F::•::•: : I� X- -X 4 4 , i - JACKS STUD. 1 I D. SIMPSON P .ISO A51 STRAP _ MICR 1 .9E LVL �'�: .�:::�•:::•:::•::::::::�:.::.:::::::::::::::::. - S A ANCHOR (3)2x6 SPF#2 POST .:. :. ::......::: :.....::.::::::...::: I I I EMBEDDED IN CONC. FTG- & :::. .::::. ::::. ........... ::. ::::::.: 3-2x_ STUDS BOTH ENDS OF HEADER, 5 I:: ::=: ::: ::: ::{ i J.. I ! ATTACHE TO JACK STUDS 1 ............................................ E END F - _ I - - - w/16-16d COMMON NAILS AT _ I WALL SEGMENT. U' I I j EA. SIDE OF WALL SEGMENT. 2x12 FLOOR FRAMING 1 ::I C� 6" O.C. _ . I I SILL PLATE, SEE ATTACH LVL AND WALL LEDGER CONCRETE SLAB, 11 ___- , ::. :::.111,1:: I SCHEDULE 3. I II _ 2 FULL T. STUDS w 11 JACK w SIMPSON �.. SEE PLAN. ' / / SO LUS210. _ I U lrT T I EA. I D E TO S U P P 0R T HEADER. :.:•!`r.rrf li 1----I (2)1 /� x11 /4 :::::: 2 2x8 STRAP H DER TO JACK STUD _._ MICROLAM 1.9E LVL 11\ (2)2x6 SPF#2 POS THICKENED SLAB W I �I w/ (1)MSTA24 _ GARAGE _ -- i �'� BOTH ENDS OF BM#3. EDGE � G _.....-_.._....._ .__....__....__..__...._..........__ .._....._..._..... _._...._ .._...._. .__..__. . _! - ---------- -- - - ! - -- - -- --- -(WITHIN DECK SYSTEM) BM#2 � - - - - - =_-- I I - � -� I ,11,1,1 ! °"� ' THREADED ROD OPENING, W � SEE 4/S-3 FOR X-------------- -- -------- -- - -- -- -- -- -------- --._../ ._..___---------_-___-_. -_ - 1111 _ _ �i-------------------------- --�__. .- --- -, �--.._.--�--_�---�---I---- AT CENTER OF � LL_� u) GARAGE WING WALL /,i � ! I -� - - - WALL SEGMENT 4" EMBEDMENT [L. ? L-,�> - --- --- � I X —` - -X PER SCHED. 4 L —J U O DETAIL (TYP.) '� /� �--- i cwt-- W-1 X m _j L X N 3 GARAGE CENTER WALL SEGMENT ELEVATION W o w 4 I N o N I x SCALE: N.T.S. STEMWALL SHOWN, MONOLITHIC cn c) NOTE: *BM * INDICATES BEAM I_•_ i-_" _____� __ I i SLAB FOOTING SIMILAR. W PER TRUSS PACKAGE, DESIGNED - - j PROVIDE 2x BLOCKING Q LLJ LLI BY DELEGATED ENGINEER. 6x6 , SYP#2 POS r ^� _ J f �_ BM#1 X BETWEEN TRUSS WEBS U T � � AT TOP OF 2x12 OUTRIGGER. THIS POINT OF BM#,1. i- W-1 .�' U El NON---LOAD BEARING (� U RAILING, WALL, `.SEE PLAN. PRE-ENG. W ALL EXTERIOR WALLS I- - _ _:::�_�.-: '_ ...:_ - - -..-- -'.__.. SEE ARCH. -r l" FLOOR ---� _ - - BM#1 & BM#2 SHALL BE ARE CONSTRUCTED OF __._-�� N ___ _ _-, _.. ---•---11__11 .--...- - ! FLOOR DECK r � � I TRUSS � W 2x6 WALL FRAMING (U.O.N.) C _ I I C ! + 11 /a DEEP MIN. I I Q ! I SEE S>CHEDULE. > _._.I Ld < U �- 0 FIRST FLOOR SHEARWALL FRAMING PLAN 2x12-12'-0" OUTRIGGER CLIP, SEE Q ADJ. TO EA. FLOOR �� SCHEDULE 5. CL SCALE: TES: = 1'-0" TRUSS ATTACH w/12d COMMON \_ PORCH HEADER, PLAN NOTES: NAILS @ 4" O.C. SEE PLAN. 1 ) BEAMS AND TRUSSE� INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. cuSTOMER 2) ALL BEAMS & HEAD RS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT 4 SECTION OCEAN BLVD DEV. ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS SUBDIVISION ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUILT-UP POST CONSISTING OF (3)2x S-1A SCALE: 3/4" = 1 '-0" SELVA MARINA CIRCLE SPF#2 TO MATCH WP!ILL DEPTH INDICATED (U.O.N,), FASTEN BEAM TO POST WITH (2)HTS20. DoT UNIT BLOCK FASTEN POST TO FOOTING W/ HTT16, THESE SIMPSON FASTENERS MAY BE OMITTED IF THE � BEAM PASSES BELOWTHE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN FLOOR DECK, SEE CUSTOMER PLAN NAME 6" OF THE SUPPORT POST. SCHEDULE 3. BEAVER RESIDENCE 3) SEE DETAIL 13 & 14/S-3 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR & ROOFI� 2x12 SYP#2 DESIGN DRAWN _ �° C� I6" O.C. FLOOR DECK, SEE TRUSSES & FOR ATT CHMENT OF E>KT. WALLS THAT TERMINATE BETWEEN TRUSSES. FLOOR �T SCHEDULE 3. LAP/GTR 4) POSTS INDICATED ON�PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH ' TR CHECKED USS. BEARING END OF SU�'PORTED MEMBER. DESIGN BY CONT. 2x RIM LAP 5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. OTHER = BOARD (TYP) DATE 8.25.04 HEADER, SCALE 2x12 SYP#2 �' SIMPSON LUS28 JOIST SEE PLAN. AS NOTED LEDGER CONT. U HANGER w/ 6--10d JOB No. w/10-12d COMMON — TO HEADIER & SHEATHING, WIRE NAILS 9 _ 4-10d TO JOIST. SEE SCHED. 5 SHEET 24" O.C. 5 DETAIL - S - 1 A _(:ALE: 3/4.' I -U,. SHEET 2 OF 4 REVISIONS BY 1 2 S-2 I I jI I 1 ) a',, :NTT Q. p,, __ _ ;., S-2 I -- -- _ a � . . S-� TROP VAL WALL �� ,,� e T �,- - i F2.5 � I EL SEE ARCH. ��'.AU�r�� 5 ° OE : _ _ _ - S-2 CONTINUOUS 8" U-BLOCK \ BOND BEAM w/1 -#5 CONT. I 4 CONCRETE SLAB w/ FIBERME H @ 1.5 LBS/CU-YD. �` \ � � -� 8 CMU SCREENWALL OF SON RETE OR 6x6 W1,4xW1 .4" _.. _ --� - `1 \ o '' WWF; ON EMIL VAPOR BARRIER' F2 5 w/1 -#5 CENTERED SIMPSON PA51 STRAP ANCHOR !I�k,- - : _ i� - - -,=' I ! ( IN PREPARED GRADE. I I 4 Col 32" O.C. IN EMBEDDED IN WALL FTG. EA. OF I _. ._I ��-_ISI_- -I---, _. _ ._. - -- ,L.'_.. 3 I 1 ¢ GROUT FILLED CELL GARAGE OPENING SEE 4/S-3. TYP. -- - -- -- - - I I I S-2 _ SIM o DOWELS SHALL BE 1 -#5 U ^1 -' � % ^I CTR'D 16" O.C, (25" LAP) N - - r- -- - -- S-2 Ln c I I_-- - / / _ IN GROUT FILLED CELL .� - _ -- - - - - _ _ - w p o`n. r CONTINUOUS 12 i- DEEP FOOTING 0 �., <> mo: � I 4 w 3#5 CONT. BOT. � -� ¢ � � FIN GRADE / Q U o W SIM I I I OR EXTERIOR 0 6IM I ! I I I ,r l SLAB SEES` 06 L o 60 o 01 4 2 ARCH DRAWINGS •07 Z77 c N �- i SIM N < I I I I o o`` a o 0 -5 o I I I I I I I I � S-2 �- i� iI 0 0 ^ ^ J I' - - - J I L_ - 3" CLR. -----_ ,__ _�_ -J' - ---- ___ _ .. J TYPICAL " + •- iI _ I- _ _ _ _ ^ _. _ - , - I _____ /6 l F3•p I Q` (LESS THAN 6 TALL) S_2 I I `" 1 SCREEN WALL SIM! J S-1 S(C�AI.1W. 3/4" - 1 '-O., Y-2 it r- ATTI _I_ _.. - II - - - --- --- _ I ► Ir I I SEE 4/S-3 FOR L. - SIM III GARAGE WING WALL i DETAIL (TYP.) 4 I I l I S-2 S-2 S-2 I--I--I 1 I POOL BY - - 1 OTHER. I I; L _ _ _ �. -. �. J I I LIJ u� S_1 I _...__I --• - ---------- U O _ JA O F2.o I (� �, r� z I y L,J I 1 f C) --- I s 1 W U� o --- LTJ w � � U S-1 8" CMU SCREENWALL � � W w/ 1 -##5 C� 32 O.C. w/ OPEN BOTTOM LINTEL BLOCK CAP w/ 1-#5 CONT. CITY IF4 AjT 0 EACH - W --J L1J Q FOUNDATION PLAN oil 0CJ_ 0 8 2004 O < SCALE: 3/16 = l '-O" I Q ; 8Y. GENERAL FOUNDATION NOTE LATERAL LOADS AID COMPONENTS & CLADDING a3 UPLIFT CONNECTOR SCHEDULE ® ANCHORING SYSTEM SCHEDULE: STOMER �� SAY LEGEND ocEAN BLVD DEV. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. MAIN WIND FORCE RESISTING SYSTEM I COMPONENTS & CLADDING TRUSS TIMI-'SS UP_LIi f LBS NOTE rRUS`} C'_flNECFIONS ')HOWN CIN PLAN I t ,.l. r � ' LTT20B (SIMPSON) -( -- , FQF: _.L_r l Rnl_ UPI` 1 14OUIRLMENFS T WALLS INSTALL /2"0 A�307 11IREADEC WOOD BEAM OR TRUSS SUBDIVISION RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: -. (1)H8 OR 2)H3 [ 745 SUF ERCEDE 'FADc L AT LEFT. Al �AULIF LE STRAP � " QH01 (QUICK-TIE) DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, TRIBUTARY INTERIOR EDGE STRIP TO DOUBLE ( CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ROD OR /4 QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S-3 WITH A MAX SELVA MARINA CIRCLE BASIC WIND SPEED 120 MPH 2)H8 [ 1490 //////i INTERIOR LOAD BEARING WALL HTT16 (SIMPSON) ECT„ SEE ARCHITECTURAL PLAN. ARCHITECTURAL PLAN SHOWN AREA (sf) ZONE a =6'-9" TOP PLATE 2 MTS12 C 2000 CONFLICTS THROUGH TRUSS. SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING LOT UNIT BLOCK IMPORTANCE FACTOR 1.00 ' QHD2 (QUICK-TIE HERE IN FOR REFERENCE ONLY. W/o --- WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPI'-CIAI•. ANCHOR 2x6 STUD WALL 0 16' O.C. 25 MEAN ROOF HEIGHT 24.0 FT 2 HTS20 [ 2900 ONLY ROOF BRC. WALLS RODS SHALL BE 10 +53.1 -56.5 +53,1 -66,8 HEADER LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S--2 FOR TYPICAL hNCHOR ROOF PITCH 7/12 2 HTS2O+ 2 H8 [ 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9 S-2. INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH SW# SHEARWALL SEGMENT, SEE SCHED. 5. qp HTT22 (SIMPSON) C��TOMER PLAN NAME O FOOTING SCHEDULE BUILDING CATEGORY II OO +48.8 --57,3 +48.8 -58.3 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF -SHEARWALLS BEAVER RESIDENCE EXPOSURE CATEGORY C _ -_ - /„ STEP, SEE ARCHITECTURAL PLANS TYPE LENGTH WIDTH DEPTH BOTTOM BARS MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN 0HDBA (SIMPSON) DESIGN/DRAWN ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED 1100 +47,0 -50.4 +47.0 --54.7 BM#4 SPECIAL HEADER SEE DETAIL 1/S-1 LAP/GTR ,� ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING PER SW�(PERF) PERFORATED SHEARWALL SEGMENT F2.0 2'-0" 2 -Or 1'-0" 3-#5 EA, WAY BOT. INTERNAL PRESSURE COEFFICIENT .55 1, DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF BM#4 & 7 BUILT-UP POST SEE DETAIL 2/S--1 SCHEDULE 3 FOR -1NTERCOR%EXTERIOR ROC1F BEARINr, -WAI LS IN 'LIEU Off' THE � ��` BRACE GABLE END PER 17/S--3 �► PA51 (SIMPSON) CHECKED F2.5 2'--6" 2'-6 V-0'- 3-#5 EA. WAY BOT. -- _ F3.0 3'-O" 3'-0" 1'-O" 3--/�S EA. WAY BOT. TRUSS ENGINEER TO PROVIDE A SPACING SURFACES.EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL ANCHORING SYSTEM SPECIFIED' ABOVE. LAP 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS THREADED ROD SYMBOLS, PER 3/S--3 & SEE 10/S-2 FOR HOLDDOWN FASTENERS. DATE F3.5 3'-6" 3' 6�' 1'-0" 4-#5 EA. WAY BOT. REQUIREMENTS SSW WITHOUT U 0 BOTTOM RIGIDOCEDILN G DI APHRNG � GM� PERMISSIBLE. f I 6 F4.0 4'-0" 4'-0 1'-0" 4-#5 EA, WAY BOT, P 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY Q WOOD PANEL SHEATHING � S,CHE[?�, -E Q SHEARWALL SCHEDULE 8,25,04 FROM THE EXTERIOR WALL SURFACE. - =----�- O HEADER, STUD, 8c BEARING WALL SCHEDULE 4, ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. R0uF •� WALE ~� ' _ i i LOOK SHEATHED PER' SCHEDULE 5, WITH 2x'_ BLOCKING AT ALL PANEL JOINTS, SCALE HEADER FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE, PORCHES ' " ' is ' 2 7 T 3 PROVIDE DBL. STUD AT EA, END OF MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT, 10'-1'/8" SPF STUD GRADE PF 2 5. COMPONENT 8c CLADDING ELEMENTS WITHIN A DISTANCE .a. FROM /2 CDX PLYWOOD OR / / " CDX PLYWOOD oR /,F 4" T&G PLYWOOD FLOOR PROVIDE ANCHOR AT EA, END OF SW PER SCHEDULE BELOW OR SPECIAL AS NOTED rS # UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER OSB ROOF SHEATHI�tG, NAIL OSB SHEATHING NAILED w/ DECK, GLUE AND NAIL w/ HOLDDOWN AS INDICATED ON PLAN. JOB NO. THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF (2)2x6 4Y-4" 1 1 FLOOR STUD SIZE AND SPAG NG STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. BOX COLUMN FOUNDATION (1)LTT20B (SEE 2/S-2) w/8d C OMMO^: k'� n 6" 8:1� f?MP:+nN WIRE 6" 10d COMMON 6" O.C• CONVENTIONALLY S-FRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST (2)2x8 6'-4" 1 2 FIRST FLOOR 2x6 © 16" 6, DESIGN SOF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING IS HEADER BEAM BOX COLUMN (2)HTS20 O.C. EDGh -& 6" O.C_ FIF LC' ,'O.C.• 'I GI. 'AND 6" O.C. EDGE .& FIFLD SHEET (2)2x10 8'-4" 1 3 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 @ GABLE ENDS DECREASE FIELD. PROVIDE 2x4 FLOOR WALL FRAMING w/ (3) CS16 OR APPROVED EQUIVILANT. SECOND FLOOR 2x6 @ 16 ( Loa NAIUN�&�.ENIZANGJi EARWALL$ 2 2x12 10'---4" 2 3 SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 ( ) EDGE NAIL SPACING TO 4" BLOCKING A7 ALL JOINTS THIRD FLOOR 7. FOR SELECTING COMPONENTS THAT ARE TESTED do HAVE PRODUCT SEE PLAN 16'-4" 2 3 EXTERIOR BEARING WALLS & INT. SHEARWALL O.C. WITHIN 4' �1" �]F ROOF FOR NAILING © SPECIAL SW1. NAILI'1;�- f� ? '�OMMUN WIRE NAIL.:: ,'i �:�' U.C. EDGE & 6' O.C. FIELD APPROVAL WHICH STIPULATES A SPECIFIC "DESIGN LOAD RATING," SILL PLATE FOUNDATION PROVIDE SIMPSON PHN-72 Q 18" oc @ ALL EXT. SFIEARWALLS, SEE SCHED. ANCHOR s/ "� ROD OR (2)'/ "� RODS QR (2) 1/," QUICK-TIES 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP 2 1. TYPICAL HEADER SYP #2 U.O,N. ON PLAN. # THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES'MAY BE EDGE), S - 1 2. JACK AND KING STUDS SPF#2. 2. PLATES IN CONTACT w/ CONC. OR CMU SHALL B� P.T. REDUCED BY 15% BY USE OF THE 'WIND DIRECTIONALITY FACTOR.' WALLS & INT. SW QR '/2"x6" Ig THREADED RODS 6. FOR SHEARWALL SW2: USE Swl NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS 3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING. 3. SILL PLATE ANCHORS SHALL BE PER SCHEDULE . WIND DIRECTIONALITY FACTOR Kd=0.85 IS APPLIED PURSUANT TO w/ 2x2x'/8" PLATE WASHER DRILLED & EPDXIED t:AIIONS, SEE PLAN) ANCHOR- w/ (2) 5/e"o RODS OR (2) '/e" QUICK-TIES FILE 4. STUD SIZE INDICATED ON PLANS SUPERSEDE THI TABLE. TME DECLARATORY STATEMENT CASE # DCA02-DEC-115, DATED @ 32" oc BETWEEN THREADED ROD ANCHORS SW3: NAILING- 8d COMMON WIRE NAILS (9 6" O.C. EDGEIIIIII4. HEADERS INDICATED ON PLAN SUPERCEDE THIS TABLE. INCLUDING BENEATH WINDOW SILLS. ANCHOR- w/ '/2"b ROD OR '/," QUICK-TIE CDP, SHEET 1 OF 4 5. PROVIDE (2)2x12 SYP#2 HEADER © GARAGE U.O.N. ON PLAN. 09/12/03, 6Y THE FLORIDA BUILDING COMMISSION. !_ � GARAGE HEADER JACK STUDS (2)MSTA24 EXAMINE ALL SECTIONS & DETAILS FOR SPECIAL NAILING & BLOCKING CONDITIONS. >� JJ .1 'J' 'vl J: 'y•:YL' �M t,' i. 'x .. '.i - .i .. . .. '! •!r(,Y+.. .. ,Y .,�q'jµ T-"q r: �� ,n ,1�".'4e 'r. .. S-e - .. r .. .. .. .. gg d` r f F S ?�. Ell-III, y1 -41 1 1 CONCRETE STEPS � y '-5 1/2 . 2'-10" 2'-10" '-3 ?1 .,. —411 5i_�� I/ 21_811 '-O I/:," . . C�Ncgzle F O R 1' 06 DIS OSA _ ri 8 F H D )O SE NOTE 13 SKY416H 1I AB VE N 2' 00 0.0 : 49ARDE:CARDR rj3 } N MI RO A' E OVE o :, -A ILI NOTES : tL DENC7TE5 NEW WALLS FRI ` 2. GARDEN DOOR TO BE PROVIDED BY OWNER, -- I INSTALLED BY CONTRACTOR. Y ' 5. VEHICULAR SITE ACCESS. AND --- ? � MATERIAL STORAGE SHALL BE CONFINED TO THE AREAS DE516NATEb R G PRE ER' _ x. FOR CONCRETE DRIVE AND WALKWAYS. 4. ALL TREES TO REMAIN ON THE SITE SHALL 0 r BE BARRICADED IN ACCORDANCE WITH ATLANTIC BEACH TREE PROTECTION REQUIREMENTS. NO MATERIALS SHALL BE i 2' �t a' STORED WITHIN THE BARRICADED AREA. , 5. IT IS INTENDED THAT THESE DRAWINGS ARE 5 O E IC PREPARED FOR A BUILDING THAT WILL CONFORM l},[ TO THE LAT'E5T EDITION OF THE "STANDARD _-..... _._ .__.. . _.._._ . . . _..__,_.__-- _ UL _ ` BUILDING CODE" AS GOPYWRITTED BY THE 00 "SOUTHERN BUILDIN6CODE GON6RES5 P NTRY E INTERNATIONAL INC." 4 ' 6. THE BUILDING CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE TO THE CODE REGARDLESS . OF ANY M►55IN6 OR INGOMP ETE DETAILS OR F' "+ NOTES. - -1. THE BUILDING CONTRACTOR AND SUBCONTRACTORS }. SHALL CONFORM TO ANY LOCAL ORDINANCES �. AND SHALL VERIFY ALL DIMENSIONS, MATERIALS ( 0 ,z a AND CONDITIONS; AND 5HALL NOTIFY FORM + T y SPACE, INC. OF ANY 0I5CREPENCIE5 IN WRITING PRIOR TO v ` PROGEEDIN6 WITH THE WORK. 6. THESE DRAWIN65 ARE PREPARED FOR DESIGN _ AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL J FLOOR PLAN 15 INTENDED ONLY TO SU66EST ` Cm LOCATIONS FOR FIXTURES OUTLETS AND SWITCHES. EX I ST I 6 STRUCTURE ��j�!� �— �;I,�G OAF Clr\4 ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER DATE U1 T U 11 r 15UILDIN65 SYSTEMS, IF'ANY ARI! TO BE DESIGNED, pUTIORI�ED SIGNA�U ..:, ENGINEERED, AND ARE THE RESPONSIBILITY ' OPW OTHERS. Q. NOTED DIMENSIONS TAKE PRESIDENGE OVER SCALED DIMENSIONS. MAR 2 G 199fi ° 10. SU65URFACE SOIL CONDITIONS INFORMATION WA5 NOT AVAILABLE PRIOR TO PREPARING THESE glllldln and Zoning m DRAWIN65. THE FOUNDATION AND FOOTIN65 ARE g g DE516NED FOR A 2500 PSP 501L BEARING 0 CAPACITY. CONTRACTOR SHALL VERIFY AND REPORT AND DISGREPANGIE5 PRIOR TO PLACEMENT r OF POOTIN65. 11. FOOTINGS ARE TO BEAR ON FIRM, LEVEL, UNDISTURBED NATURAL SOIL FREE OF DEBRIS, OR L005E MATERIAL OR UPON SOIL COMPACTED TO A DENSITY OF AT LEAST `w C15% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM - 01551-1). i 12. IF ROOF OR FLOOR TRUSSES ARE USED, THE '':: ` '. ENGINEERING AND MEMBER SIZES ARE DETERMINED - BY AND ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. 15. THE NEW FINISHED FLOOR,ELEVATION 15 TO MATCH ` THE EXISTINEa FLOOR ELEVATION. 'p... 14. WINDOW ROUGH OPENING SIZES ARE TO BE DETERMINED r� . BY WINDOW VENDOR (VISION 2000 OR EQUAL). OPENINGS INDICATED ON FLOOR PLAN AND ELEVATION DRAWIN65 : • ' : : . . . . TE is 4 ARE FOR REFERENCE ONLY. 4'�1�i x._.l•...'rrw,.^pSdkk'•:._.11f 's.v_ .. .': .. ,;.,. ..,,'}^. �i..',♦1 ... r.. ,. .. .. , - _ ... -. .. , , .. .. ., .. t Ott xyy.. .. i! I r .� .� ,: .. :. '. .tk '.. .' . ,..'. .. , I' If � .. •t. r ...+ .' ,. .. :,:� �. ,.. •.,..' rye .,�, .�a. .i,. , 7 W�(��'�d r�•�''��y,,rllt � i �d .. "�fix. r _ ' _ .. .. „.. P ' .' � � • t , «1 % V.,I. f� 1 i �7 y4'r 1,4 w 14�F `•i 1 � t 1 r.•, Ell `d3 ilk N •ROOF NEA RooF T - i 1flypY � 7 r rin Ul r COLUMN TO Bt SELECTED BY i r OWNER �J EXI5TIN6 �. STRk1GTURE a l EA57 4�E [ A7IO 1 x h EXI5TIN6 ROOF BEHIND _�- SKYLIOHT FLAT_ in �.DOF � ¢' ` 91 1 C EXISTING STRUC Ufi �. FIN. 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X-Tr -COW-,P- SLAE3 iAv.r=XFos0b I X 4 REDNOOD -D FLOOR 6RIP70 BE FINISHE APPLIED (Np .f:LOQRINO TO 13E .. . . . . . . . . . . ... . . . . . . -r;tjc.AL CONPUIT TO Orz INSTALLEV IN OLtJMNS- ,, A5 RVOUIRED TO PROVIVE FIXTURES MR TRICAL PLAW PAINTED, ALL JOINT$ 'AtLY TROI-eLev'-rd T6 40 Vt! FINISHW Is APPROV APF�.Ex��P_ rm .OMER AL. Fou T 44 L4 71 .y y I blur t LIME OF ROOF"VE 2 X 6 a 16" O.G. LINE Or GEILI.NG HURRICANE CLIP EA RAFTER PRECAST GONG. BEAM OR (2) 2XI2 STRAP TO 001-UMN W/ PA25 EMBEDDED ® TOP i ` 12"x 12"x8" COLUMN 3 PLY HOT MOPPED BUILT UP ROOF SYSTEM OVER TAPERED BOARD � IN51ULr4TION (PERLITE OR =) /'� �?, OVER 3/4" PLYWOOD ROOF G V, U 1�I/ir/ ... �E TA I 1 2xtra a IW" O.C. L7 SLOPE 1/4' PER 51STER,70 EXISTING HH x '2Xtb!.:JC71�T5 HUFRRIGAN CLIP.® {' RATER ' j 5/8" (5.W.B. (2) 2 X:12. 5YP 1 STRAPW/ PP.23 OwMBEPIN MORTAR) r I` YV T55 PLATE 4 I I In SYNTHETIC 57UGGO (2) 2XI2 OR PRECAST GONG. LINTEL �- - OR SEALED, PAIN7E17 I/2" G.W.B. P.T. 1x2 CMU ® OWNER'S OPTION FURRING AT 16" O.G. ' - ( 5" G.M.U.rWITH HORIZ. ,_ � - I .JOINT REINF. AT 16" O.G. 3/4" RIGID INSULATION - rl SYNTHETIC STUCCO ON P.T. 1x2 WOOD BLOCKING tI { { ( C,M.U, WITH (�) #5 BARS VERT_ CGALV. METAL LATH F.T. Ix WOOD BLOCKING . NUT TO SCALE? WOOD TRIM MA50NRY CLIP SEALANT 0 t I ' i..` P.T. Ix3 FURRING - i STRIPS AT 16" O.G. HEAP 3/4". RIGID (2)'#5 BAR IN FILLED CELL_ INSULATION AT CORNERS AND AT 4'-O" O.G. FIXED GLA55 WOOD BASE 4" GONG. SLAB WITH { 6x6 WI.4xW1.4 W.W:F. FINISH FLOOR ELEVATION h SLAB TO BE EXPOSE I TO MATCH EXISTING CONDITIONS AWNINb WINDOW � HEADER BLOCK WITH 05 BAR • I ISI I ISI 11— �- I-- � 6 MIL. VI5MEEN 12" G.M.U. WITH HORIZ• JOINT REINF. AT 16" O.C. SEALANT a I VERT COMPACTED AND (2)#5 5AR IN FILLED CELL VERT. 5LOPED STUCCO SILL POISONED FILL k ��j WOOD TRIM 1 I^ APPROX. FINISH GRADE METAL FLASHING ` w.ti Y 4 — .. IJ �-^ _,-I-__ - I----1�_ ' • �.f�. ••, FILLED CELLS AT SILL ' 24"xIO" CONT. CONCR: SYNTHETIC STUCCO ON 67 ry FOOTING WITH 3-# I �{ " " _I _I ~� GALV. METAL LATH BARS _ a•. _I OR.SEALED PAINTEE2 CMU is 81t G.M.U. WITH: HORI,Z. JOINT REINF. AT 16 O.G. - 7NrPICAL AALL SECTION KNIPOAVETAILB 5GALEsN.T.S . ' ' SCALE s N.T•5. •� + . . . . . . . . r , y n J .. y : 'r '.. ..'. �. .n. ._. .�:r. ,. .gyp ,. r, .• ..,.:. R'r . �.'�•'.' a. .. ,.. a .. ...., ,. ,. ., 1 -. ... .. . .. r +n FrPf IVF'rMen^. r IF I §'r . DISPO5A 0 UNDER I SiC[L I GHT I . L16HTIN6 ABOV ` f� uk f n 6ARL7 DD R N h N IN 41CRO A VE w Mn �` IL I —ALu is P I' qq{ DER r E E ��J17 Itl lu = N EX I STI N6 STRUCTURE - NOTES: I. ALL RECEPTACLES AND 5WI.TCHE5 AT-COUNTERS TO BE MOUNTED AT 55" A.F.F. 2. ALL LIGHTS TAKE ON DIMMER 5WITCHE5. - 5. ALL SWITCH PLATES AND RECEPTACLE PLATES TO BE "DECORA" STYLE. COLOR TO BE SELECTED _ BY OWNER. 4. ELLECTRICAL CONDUIT TO BE PLACED IN CMCJ COLUMNS TO PROVIDE NECE55ARY POWER FOR COLUMN MOUNTED JO SCONCES. PLACE CONDUIT DURING PLACEMENT OF COLUMN5. . . . . . . .s. . . . REVISIONS BY 1 2 S-2 I I jI I 1 ) a',, :NTT Q. p,, __ _ ;., S-2 I -- -- _ a � . . S-� TROP VAL WALL �� ,,� e T �,- - i F2.5 � I EL SEE ARCH. ��'.AU�r�� 5 ° OE : _ _ _ - S-2 CONTINUOUS 8" U-BLOCK \ BOND BEAM w/1 -#5 CONT. I 4 CONCRETE SLAB w/ FIBERME H @ 1.5 LBS/CU-YD. �` \ � � -� 8 CMU SCREENWALL OF SON RETE OR 6x6 W1,4xW1 .4" _.. _ --� - `1 '' WWF; ON EMIL VAPOR BARRIER' F2 5 w/1 -#5 CENTERED SIMPSON PA51 STRAP ANCHOR !I�k,- - : _ i� - - -,=' I ! ( IN PREPARED GRADE. I I 4 Col 32" O.C. IN EMBEDDED IN WALL FTG. EA. OF I _. ._I ��-_ISI_- -I---, _. _ ._. - -- ,L.'_.. 3 I 1 ¢ GROUT FILLED CELL GARAGE OPENING SEE 4/S-3. TYP. -- - -- -- - - I I I S-2 _ SIM o DOWELS SHALL BE 1 -#5 U %' ^1 -' � � �I CTR'D 16" O.C, (25" LAP) N - - r- -- - -- S-2 Ln c I I_-- - / / _ IN GROUT FILLED CELL .� - _ -- - - - - _ _ - w p o`n. r CONTINUOUS 12 i- DEEP FOOTING 0 �., <> mo: � I 4 w 3#5 CONT. BOT. � -� ¢ � � FIN GRADE / Q U o W SIM I I I OR EXTERIOR 0 6IM I ! I I I ,r l SLAB SEES` 06 L o 60 o 01 4 2 ARCH DRAWINGS •07 Z77 c N �- i SIM N < I I I I o o`` a o 0 -5 o I I I I I I I I � S-2 �- i� iI 0 0 ^ ^ J I' - - - J I L_ - 3" CLR. -----_ ,__ _�_ -J' - ---- ___ _ .. J TYPICAL " + •- iI _ I- _ _ _ _ ^ _. _ - , - I _____ /6 l F3•p I Q` (LESS THAN 6 TALL) S_2 I I `" 1 SCREEN WALL SIM! J S-1 S(C�AI.1W. 3/4" - 1 '-O., Y-2 it r- ATTI _I_ _.. - II - - - --- --- _ I ► Ir I I SEE 4/S-3 FOR L. - SIM III - -� GARAGE WING WALL i DETAIL (TYP.) 4 I I l I S-2 S-2 S-2 I--I--I 1 I POOL BY - - 1 OTHER. I I; L _ _ _ �. -. �. J I I LIJ u� S_1 I _...__I --• - ---------- U O _ JA O F2.o I (� �, r� z I y L,J I 1 f C) --- I s 1 W U� o --- LTJ w � � U S-1 8" CMU SCREENWALL � � W w/ 1 -##5 C� 32 O.C. w/ OPEN BOTTOM LINTEL BLOCK CAP w/ 1-#5 CONT. CITY IF4 AjT 0 EACH - W --J L1J Q FOUNDATION PLAN oil 0CJ_ 0 8 2004 O < SCALE: 3/16 = l '-O" I Q ; 8Y. GENERAL FOUNDATION NOTE LATERAL LOADS AID COMPONENTS & CLADDING a3 UPLIFT CONNECTOR SCHEDULE ® ANCHORING SYSTEM SCHEDULE: STOMER �� SAY LEGEND ocEAN BLVD DEV. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. MAIN WIND FORCE RESISTING SYSTEM I COMPONENTS & CLADDING TRUSS TIMI-'SS UP_LIi f LBS NOTE rRUS`} C'_flNECFIONS ')HOWN CIN PLAN I t ,.l. r � ' LTT20B (SIMPSON) -( -- , FQF: _.L_r l Rnl_ UPI` 1 14OUIRLMENFS T WALLS INSTALL /2"0 A�307 11IREADEC WOOD BEAM OR TRUSS SUBDIVISION RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: -. (1)H8 OR 2)H3 [ 745 SUF ERCEDE 'FADc L AT LEFT. Al �AULIF LE STRAP � " QH01 (QUICK-TIE) DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, TRIBUTARY INTERIOR EDGE STRIP TO DOUBLE ( CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ROD OR /4 QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S-3 WITH A MAX SELVA MARINA CIRCLE BASIC WIND SPEED 120 MPH 2)H8 [ 1490 //////i INTERIOR LOAD BEARING WALL HTT16 (SIMPSON) ECT„ SEE ARCHITECTURAL PLAN. ARCHITECTURAL PLAN SHOWN AREA (sf) ZONE a =6'-9" TOP PLATE 2 MTS12 C 2000 CONFLICTS THROUGH TRUSS. SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING LOT UNIT BLOCK IMPORTANCE FACTOR 1.00 ' QHD2 (QUICK-TIE HERE IN FOR REFERENCE ONLY. W/o --- WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPI'-CIAI•. ANCHOR 2x6 STUD WALL 0 16' O.C. 25 MEAN ROOF HEIGHT 24.0 FT 2 HTS20 [ 2900 ONLY ROOF BRC. WALLS RODS SHALL BE 10 +53.1 -56.5 +53,1 -66,8 HEADER LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S--2 FOR TYPICAL hNCHOR ROOF PITCH 7/12 2 HTS2O+ 2 H8 [ 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9 S-2. INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH SW# SHEARWALL SEGMENT, SEE SCHED. 5. qp HTT22 (SIMPSON) C��TOMER PLAN NAME O FOOTING SCHEDULE BUILDING CATEGORY II OO +48.8 --57,3 +48.8 -58.3 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF -SHEARWALLS BEAVER RESIDENCE EXPOSURE CATEGORY C _ -_ - /„ STEP, SEE ARCHITECTURAL PLANS TYPE LENGTH WIDTH DEPTH BOTTOM BARS MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN 0HDBA (SIMPSON) DESIGN/DRAWN ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED 1100 +47,0 -50.4 +47.0 --54.7 BM#4 SPECIAL HEADER SEE DETAIL 1/S-1 LAP/GTR ,� ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING PER SW�(PERF) PERFORATED SHEARWALL SEGMENT F2.0 2'-0" 2 -Or 1'-0" 3-#5 EA, WAY BOT. INTERNAL PRESSURE COEFFICIENT .55 1, DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF BM#4 & 7 BUILT-UP POST SEE DETAIL 2/S--1 SCHEDULE 3 FOR -1NTERCOR%EXTERIOR ROC1F BEARINr, -WAI LS IN 'LIEU Off' THE � ��` BRACE GABLE END PER 17/S--3 �► PA51 (SIMPSON) CHECKED F2.5 2'--6" 2'-6 V-0'- 3-#5 EA. WAY BOT. -- _ F3.0 3'-O" 3'-0" 1'-O" 3--/�S EA. WAY BOT. TRUSS ENGINEER TO PROVIDE A SPACING SURFACES.EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL ANCHORING SYSTEM SPECIFIED' ABOVE. LAP 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS THREADED ROD SYMBOLS, PER 3/S--3 & SEE 10/S-2 FOR HOLDDOWN FASTENERS. DATE F3.5 3'-6" 3' 6�' 1'-0" 4-#5 EA. WAY BOT. REQUIREMENTS SSW WITHOUT U 0 BOTTOM RIGIDOCEDILN G DI APHRNG � GM� PERMISSIBLE. f I 6 F4.0 4'-0" 4'-0 1'-0" 4-#5 EA, WAY BOT, P 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY Q WOOD PANEL SHEATHING � S,CHE[?�, -E Q SHEARWALL SCHEDULE 8,25,04 FROM THE EXTERIOR WALL SURFACE. - =----�- O HEADER, STUD, 8c BEARING WALL SCHEDULE 4, ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. R0uF •� WALE ~� ' _ i i LOOK SHEATHED PER' SCHEDULE 5, WITH 2x'_ BLOCKING AT ALL PANEL JOINTS, SCALE HEADER FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE, PORCHES ' " ' is ' 2 7 T 3 PROVIDE DBL. STUD AT EA, END OF MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT, 10'-1'/8" SPF STUD GRADE PF 2 5. COMPONENT 8c CLADDING ELEMENTS WITHIN A DISTANCE .a. FROM /2 CDX PLYWOOD OR / / " CDX PLYWOOD oR /,F 4" T&G PLYWOOD FLOOR PROVIDE ANCHOR AT EA, END OF SW PER SCHEDULE BELOW OR SPECIAL AS NOTED rS # UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER OSB ROOF SHEATHI�tG, NAIL OSB SHEATHING NAILED w/ DECK, GLUE AND NAIL w/ HOLDDOWN AS INDICATED ON PLAN. JOB NO. THE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF (2)2x6 4Y-4" 1 1 FLOOR STUD SIZE AND SPAG NG STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. BOX COLUMN FOUNDATION (1)LTT20B (SEE 2/S-2) w/8d C OMMO^: k'� n 6" 8:1� f?MP:+nN WIRE 6" 10d COMMON 6" O.C• CONVENTIONALLY S-FRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST (2)2x8 6'-4" 1 2 FIRST FLOOR 2x6 © 16" 6, DESIGN SOF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING IS HEADER BEAM BOX COLUMN (2)HTS20 O.C. EDGh -& 6" O.C_ FIF LC' ,'O.C.• 'I GI. 'AND 6" O.C. EDGE .& FIFLD SHEET (2)2x10 8'-4" 1 3 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 @ GABLE ENDS DECREASE FIELD. PROVIDE 2x4 FLOOR WALL FRAMING w/ (3) CS16 OR APPROVED EQUIVILANT. SECOND FLOOR 2x6 @ 16 ( Loa NAIUN�&�.ENIZANGJi EARWALL$ 2 2x12 10'---4" 2 3 SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66 ( ) EDGE NAIL SPACING TO 4" BLOCKING A7 ALL JOINTS THIRD FLOOR 7. FOR SELECTING COMPONENTS THAT ARE TESTED do HAVE PRODUCT SEE PLAN 16'-4" 2 3 EXTERIOR BEARING WALLS & INT. SHEARWALL O.C. WITHIN 4' �1" �]F ROOF FOR NAILING © SPECIAL SW1. NAILI'1;�- f� ? '�OMMUN WIRE NAIL.:: ,'i �:�' U.C. EDGE & 6' O.C. FIELD APPROVAL WHICH STIPULATES A SPECIFIC "DESIGN LOAD RATING," SILL PLATE FOUNDATION PROVIDE SIMPSON PHN-72 Q 18" oc @ ALL EXT. SFIEARWALLS, SEE SCHED. ANCHOR s/ "� ROD OR (2)'/ "� RODS QR (2) 1/," QUICK-TIES 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP 2 1. TYPICAL HEADER SYP #2 U.O,N. ON PLAN. # THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES'MAY BE EDGE), S - 1 2. JACK AND KING STUDS SPF#2. 2. PLATES IN CONTACT w/ CONC. OR CMU SHALL B� P.T. REDUCED BY 15% BY USE OF THE 'WIND DIRECTIONALITY FACTOR.' WALLS & INT. SW QR '/2"x6" Ig THREADED RODS 6. FOR SHEARWALL SW2: USE Swl NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS 3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING. 3. SILL PLATE ANCHORS SHALL BE PER SCHEDULE . WIND DIRECTIONALITY FACTOR Kd=0.85 IS APPLIED PURSUANT TO w/ 2x2x'/8" PLATE WASHER DRILLED & EPDXIED t:AIIONS, SEE PLAN) ANCHOR- w/ (2) 5/e"o RODS OR (2) '/e" QUICK-TIES FILE 4. STUD SIZE INDICATED ON PLANS SUPERSEDE THI TABLE. TME DECLARATORY STATEMENT CASE # DCA02-DEC-115, DATED @ 32" oc BETWEEN THREADED ROD ANCHORS SW3: NAILING- 8d COMMON WIRE NAILS (9 6" O.C. EDGEIIIIII4. HEADERS INDICATED ON PLAN SUPERCEDE THIS TABLE. INCLUDING BENEATH WINDOW SILLS. ANCHOR- w/ '/2"b ROD OR '/," QUICK-TIE CDP, SHEET 1 OF 4 5. PROVIDE (2)2x12 SYP#2 HEADER © GARAGE U.O.N. ON PLAN. 09/12/03, 6Y THE FLORIDA BUILDING COMMISSION. !_ � GARAGE HEADER JACK STUDS (2)MSTA24 EXAMINE ALL SECTIONS & DETAILS FOR SPECIAL NAILING & BLOCKING CONDITIONS. >� JJ BM#4, 4-PLY LVL REVISIONS BY TRIM SIDES TO FIT SIMPSON HGT-4 HEAVY GIRDER HGT--4 CONNECTOR. TIEDOWN w/ CRESCENT WASHERS � SIMPSON HTT22, FASTEN A36 THREADED � ROD BETWEEN PER SCHED. ON S-2. CONNECTORS. i- _ SW-1 BM#41 4 PLY LVLT (2)13/ "x 11 '/ a a PLC M. W -- _..._.... _ - -- X44 _X X.... X ._ a . I X P P4f1 -- -._. _ .._ I , I (3)2X6 SPF# POST SPECIAL I� z UPLIFT ' )YV/-T#(h 1 ( J L. — -- -- -I _ -BOTH ENDS SOF BM#�'. CONNECTION C� LVL J I I I ._,+_ _I� 1 I 2x6 SPF#2 POST - I I I 1 Ir I I (,3) # I.. POST TO MATCH _ 3; „ SW-1 T � � ! I I� I I BOTH ENDS OF BM#8. POST TO MATCH i �; POST ABOVE. 1 W-1 S-1 SCALE: /a = 1 "-0 POST- AE30VE -- r .T...T T- r-_r 2-PLY LVL - i SIMPSON HD8A WITH (3)2x4 SPF#2 P05T - I 1 �„ 3- 7/80 0 A307 THRU BOLTS THIS END OF BM#5 r I I I ATTACH (1)HTS20 V �- L BM I I FROM BEAM TO POST O T � � cn O I I ` 7 I �" T SSI �j e^ ^^^-^-- 1777�/5M27 N ml - 2x8 STUDS 16" O.C. co 1 SYP#2 DOUBLE-/ p _ II SW-1 j, Cx � m TOP PLATE 5/a"� A307 THREADED DRILL Q U o (3)2x6 SPF#2 POST j C„ I 3 & EPDXY, 8" EMBED INTO IDcr- BOTH ENDS OF BM#7. I � __.�.__-______. POST TO MATCH (2)1 /a 14 MICROLAM 1 .9E BUILT-UP POST, SEE MONOLITHIC SLAB FOOTING °� y m a U POST ABOVE. LVL w 2 2x6 SPF#2 POST I 3 O `� �' `� / ) # PLAN FOR ATTACHMENT 2 / MIN. EDGE DISTANCE. � -------- i ( a v (3)13/4 "x14" BOTH E DS. OF HEADER. I X' i AT FOUNDATION. Nr o N ! ' ! MICROLAM 1 .9E LVL �=- CL (3)2x6 SYP#2 POST I I I X - r- - _ _ � - - X O __.....__... ..._.. _.:: ....X.. �. �- I TRUSt E.49 :...:: ... ... : — --------- ---- --�___ i v, DIRECTLY BENEATH — ' ��' � 2 8A CONNECTION C� LVL �. I I I �r I BOTH ENDS OFBO SCALE: N.T.S.N I ::! i S-1 . S 0 I W-1 J CENTER WALL. I U I1. I :1 _J f I I SEE 3 S-1A � :� 1 SPH4 , / 6 AT I DBL. TOP PLATE, FOR GARAGE CENTER I N .4 i ( SEE NOTE 6 OF I .: ...... ...... .............. ...... . .�':• ..(::.•. . I FULL HT. STUDS. N I ! a:: EE SCHEDULE 2. 1 S-3 FOR SPH4 WALL SEGMENT I x / /6 L N ...... ...... ..................... ...... . RE UIREMENTS ..... ...... ..................... ...... ...... ...... � �I i O 8x YP P v� I I 8 S 2 OST .S•• O�'• :T� �A I 'I I N I I I I :: I ................. .. ...... ...... . I I I.•:R0::A• ::1.•.9 , :. ; . :: ' I \ I 6x YP P 6 S 2 OST I E Cr ... � I GE HEADER, BY I IMF SIMPSON MSTA24FLAT..... ...... .. . ...... - _ � TRUSS ENGINEER. HI N F _ S END 0 BM 4 — — — , . —— TRAP { .._ _. _ _ __ _ _. STRAP AT EACH SUPPORT - -- � x� 1 F::•::•: : I� X- -X 4 4 , i - JACKS STUD. 1 I D. SIMPSON P .ISO A51 STRAP _ MICR 1 .9E LVL �'�: .�:::�•:::•:::•::::::::�:.::.:::::::::::::::::. - S A ANCHOR (3)2x6 SPF#2 POST .:. :. ::......::: :.....::.::::::...::: I I I EMBEDDED IN CONC. FTG- & :::. .::::. ::::. ........... ::. ::::::.: 3-2x_ STUDS BOTH ENDS OF HEADER, 5 I:: ::=: ::: ::: ::{ i J.. I ! ATTACHE TO JACK STUDS 1 ............................................ E END F - _ I - - - w/16-16d COMMON NAILS AT _ I WALL SEGMENT. U' I I j EA. SIDE OF WALL SEGMENT. 2x12 FLOOR FRAMING 1 ::I C� 6" O.C. _ . I I SILL PLATE, SEE ATTACH LVL AND WALL LEDGER CONCRETE SLAB, 11 ___- , ::. :::.111,1:: I SCHEDULE 3. I II _ 2 FULL T. STUDS w 11 JACK w SIMPSON �.. SEE PLAN. ' / / SO LUS210. _ I U lrT T I EA. I D E TO S U P P 0R T HEADER. :.:•!`r.rrf li 1----I (2)1 /� x11 /4 :::::: 2 2x8 STRAP H DER TO JACK STUD _._ MICROLAM 1.9E LVL 11\ (2)2x6 SPF#2 POS THICKENED SLAB W I �I w/ (1)MSTA24 _ GARAGE _ -- i �'� BOTH ENDS OF BM#3. EDGE � G _.....-_.._....._ .__....__....__..__...._..........__ .._....._..._..... _._...._ .._...._. .__..__. . _! - ---------- -- - - ! - -- - -- --- -(WITHIN DECK SYSTEM) BM#2 � - - - - - =_-- I I - � -� I ,11,1,1 ! °"� ' THREADED ROD OPENING, W � SEE 4/S-3 FOR X-------------- -- -------- -- - -- -- -- -- -------- --._../ ._..___---------_-___-_. -_ - 1111 _ _ �i-------------------------- --�__. .- --- -, �--.._.--�--_�---�---I---- AT CENTER OF � LL_� u) GARAGE WING WALL /,i � ! I -� - - - WALL SEGMENT 4" EMBEDMENT [L. ? L-,�> - --- --- � I X —` - -X PER SCHED. 4 L —J U O DETAIL (TYP.) '� /� �--- i cwt-- W-1 X m _j L X N 3 GARAGE CENTER WALL SEGMENT ELEVATION W o w 4 I N o N I x SCALE: N.T.S. STEMWALL SHOWN, MONOLITHIC cn c) NOTE: *BM * INDICATES BEAM I_•_ i-_" _____� __ I i SLAB FOOTING SIMILAR. W PER TRUSS PACKAGE, DESIGNED - - j PROVIDE 2x BLOCKING Q LLJ LLI BY DELEGATED ENGINEER. 6x6 , SYP#2 POS r ^� _ J f �_ BM#1 X BETWEEN TRUSS WEBS U T � � AT TOP OF 2x12 OUTRIGGER. THIS POINT OF BM#,1. i- W-1 .�' U El NON---LOAD BEARING (� U RAILING, WALL, `.SEE PLAN. PRE-ENG. W ALL EXTERIOR WALLS I- - _ _:::�_�.-: '_ ...:_ - - -..-- -'.__.. SEE ARCH. -r l" FLOOR ---� _ - - BM#1 & BM#2 SHALL BE ARE CONSTRUCTED OF __._-�� N ___ _ _-, _.. ---•---11__11 .--...- - ! FLOOR DECK r � � I TRUSS � W 2x6 WALL FRAMING (U.O.N.) C _ I I C ! + 11 /a DEEP MIN. I I Q ! I SEE S>CHEDULE. > _._.I Ld < U �- 0 FIRST FLOOR SHEARWALL FRAMING PLAN 2x12-12'-0" OUTRIGGER CLIP, SEE Q ADJ. TO EA. FLOOR �� SCHEDULE 5. CL SCALE: TES: = 1'-0" TRUSS ATTACH w/12d COMMON \_ PORCH HEADER, PLAN NOTES: NAILS @ 4" O.C. SEE PLAN. 1 ) BEAMS AND TRUSSE� INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. cuSTOMER 2) ALL BEAMS & HEAD RS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT 4 SECTION OCEAN BLVD DEV. ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS SUBDIVISION ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUILT-UP POST CONSISTING OF (3)2x S-1A SCALE: 3/4" = 1 '-0" SELVA MARINA CIRCLE SPF#2 TO MATCH WP!ILL DEPTH INDICATED (U.O.N,), FASTEN BEAM TO POST WITH (2)HTS20. DoT UNIT BLOCK FASTEN POST TO FOOTING W/ HTT16, THESE SIMPSON FASTENERS MAY BE OMITTED IF THE � BEAM PASSES BELOWTHE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN FLOOR DECK, SEE CUSTOMER PLAN NAME 6" OF THE SUPPORT POST. SCHEDULE 3. BEAVER RESIDENCE 3) SEE DETAIL 13 & 14/S-3 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR & ROOFI� 2x12 SYP#2 DESIGN DRAWN _ �° C� I6" O.C. FLOOR DECK, SEE TRUSSES & FOR ATT CHMENT OF E>KT. WALLS THAT TERMINATE BETWEEN TRUSSES. FLOOR �T SCHEDULE 3. LAP/GTR 4) POSTS INDICATED ON�PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH ' TR CHECKED USS. BEARING END OF SU�'PORTED MEMBER. DESIGN BY CONT. 2x RIM LAP 5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. OTHER = BOARD (TYP) DATE 8.25.04 HEADER, SCALE 2x12 SYP#2 �' SIMPSON LUS28 JOIST SEE PLAN. AS NOTED LEDGER CONT. U HANGER w/ 6--10d JOB No. w/10-12d COMMON — TO HEADIER & SHEATHING, WIRE NAILS 9 _ 4-10d TO JOIST. SEE SCHED. 5 SHEET 24" O.C. 5 DETAIL - S - 1 A _(:ALE: 3/4.' I -U,. SHEET 2 OF 4 REVISIONS BY 12 ROOF SHEATHING, SEE PER SCHEDULE 5, ARCH CONVENTIONAL ROOF FRAMING, SEE ROOF FRAMING PLAN OR SCHEDULE. (2) SIMPSON HTS20 , SEE DETAIL STRAPS AT EACH RAFTER 4 n 1 4/S-10 FOR AND 2-12d TOENAILS ��,�() "< � -1 HIP CONN. EACH SIDE. r' s 1 t A fv rl 6 ffY t: SEE DETAIL ,. A7 EA. CORNER INSTALL 4pcs-16d TOENAILS � W-1 DRYWALL CEILING J qUG / 2(1Q` ::r 4/S-1B FOR (SIMILAR) - .� HIP CONN. _ _ _ SEE ARCH EACH TRUSS TO TOP PLATE � .,� d� �v AT EA. CORNER -� , .� �`n_ �,o N`5 a 3,11 _ - X �� TOP PLATE EL o' • _ __ _ — - — - \ _\ _ ; \ . \ t \ / DBL TOP SEE ARCH PLANS PLATE SYP 2 `..... q 'n \l \l MATCH STUD WIDTH. 3 2xC SPF#2 POST �J I ( ) >t J (3) x4 SPF#2 POST THIS END OF BM �9. I\ I\ CILIP FROM DBL TOP WALL STUDS & _ _ THISEND OF TRUSS H62. PLATE TO STUD, SEE 9 + '�� / \\ i S -1 , SCHEDHI2G& 6 E ! SEE DETAIL > > 9 -- - TRUSS-H6. / \ / \- (UPLIFT CONNECTOR S-1 B FOR L - - - _. --- -- - -- SCHEDULE 3, OR THREADED ROD PER Imo\ I I HIP RIDGE 3 I SCHEDULE 4 OR � � _ 4x.4 SYP 2_ ._ __ OMIT AT THREADED cn CONNECTION ( )1 / x11 /4 j 6x6 SYP 2 POST ROD SYSTEM, --KING-POST -- -- � � � OMIT WHEN USING 1 _ MICROLAM THIS. END OF TRUSS H62. cn CONVENTIONAL _r .- : I B I T-UP 4 STEEL 9 L U qa y HP CONNECTOR SEE - 3/S-1 B SIM. SEE 2/S--�-1 B FOR _ _ qa �� SEE DETAIL 19/S-3 FOR _ _ 1 CONVENTIONAL RAFTER WALL �- N L- -__ -----=--- �= - I� OVERFR AM I N G & LO �, -- -- --� CONVENTIONAL ROOF ; , y'` �, SHEATHING ATTACHMENT l - O w ° °' `�1 I FRAMING (TYP.) I � m OVER TRUSSED ROOF. S-1B SGALIE: 3/4" = 1 -0 SECTION �� i- _ . . _ I O , oN 2x12 SYP No.2 LEDGER, c`ii }� o , X FASTEN LEDGER TO ROOF Q U o o " 0p C, (3)2x8 SPF#2 POST a THRU PLYWOOD DECK w/ dS 2 U m ' Q THIS END OF BM#9. i -I-- 0 �. v N 3-#1Ox33/4" DECK SCREWS 07� � .� 4 ROOF SHEATHING, w 1 DIA, WASHERS AT EACH ry j - I.. . . - _ - _ _:. X _ - - X - PER SCHEDULE 5, EXISTING RAFTER INTERSECTION. ;;4/ -1 B FOR - SW-1 I 1 ROW 10d COMIMON CL �,, -' DETAIL" O I i SEE DETAIL -' V) ( I 4 S-1 B FOR �,� / HI CONN. NAILS @ 3 OC OVERFRAME RAFTERS ATTIC TRUSSES 2 2x12 SYP 2 RIDGE � O p HIP CONN. ( ) # AT EA, CORNER. -__ _- SEE PLAN OR i ' AT EA. CORNER AND VALLEY BEAM. (SI HILAR) SCHEUDLE. J U ! ! 2x8 STUDS @ 16 O.C. SIMPSON H3 w/ 8-8d COMMON NAILS FROM SW-1 RAFTER TO LEDGER WOOD ROOF RAFTERS, I ► I ' I ' I SEE PLAN I I , ( ! I ! x 2 LEDGER OVERFRAMINC RAFTER I ' - S-1 B SCALE: 3/4" = 1'---0" DETAIL ! _ BUCKET, '/4"f� MATEt BUILT-UP j (TYP) SIDE PLATES, I— '/4"F MATERIAL Y Wa -C14 X -1 3-3/4 TTHRU3-3/4" THRU 0 rBOL S AT WX RIDGE BEAM. BOLTS AT EA. X NOTE: *BM #* INDICATES BEAM I -- ---�"W T�� T x X x HIP BEAM. w PER TRUSS PACKAGE, DESIGNED - - - = \� /' \\ \\ X BY DELEGATED ENGINEER. OVERHEAD DETAIL U) n LLI _! _1 _._ /._ 1 _ X z„ 4„ 2 PLY MICROLAM 0 LLI W X. :_: - — — HIPS, SEE PLAN U7 ALL EXTERIOR WALLS I I - W=1 - O ARE CONSTRUCTED OF I I N Q 2x6 WALL FRAIMING. I "' I °"' U ! _ z i 00 2 PLY MICROLAM TY>P3/1 Q ---_� - -- ------- ---------- ____ ___ _ _ ..___ _ W --- - - -- _. - - - - _ RIDGE, SEE PLAN r -J _ Q M SECOND FLOOR SH EAR WALL FRAMING P LAN ' 4" w Q SIS C�!E VIEW OF CONNECTION U i SCALE: 3/16" = 1 '-0" 11 0 n--- PLAN PLAN NOTES: 3 DETAIL 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. CL TB 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME + S- SCALE: NTS POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL '/4I STEEL 2 PLY MICROLAM POST OR TO (LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22, L-BRACKET PLATE HIP, SEE PLAN U.O.N. ON SHEET S--1 IN ,EA. CORNER OF_ 3-3/," THRU 6 PLATE CUSTOMER 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH CONVENTIONALLY BOLTS AT EA SIDE OCEAN BLVD DEV. BEARING END OF SUPPORTED MEMBER. FRAMED' ROOF. (TYP) _ 1 -4RIDGE BEAM. �� ° �� SUBDIVISION ' " 4) 'X' MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS 3" 35 1 . TYP SELVA MARINA CIRCLE 25 AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, - - - - r /,s LOT UNIT BLOCK SEE SCHEDULE 4, 3"- 3) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. ROOF TRUSSES. - �-��. - cusToMER PLAN NAME - BEAVER RESIDENCE DESIGN/DRAWN LAP/GTR 3-5/8" THRU BOLTS CHECKED EA. SIDE INTO LAP =� DOUBLE TOP PLATE DATE (6 TOTAL) 8.25.04 SCALE ALT NOTE: USE 5/8"x6" LAGS @ AS NOTED CORNERS IN PRE--DRILLED DOLES JOB NO. INTO TOP OF BEAM OVERHEAD DETAIL SIDE VIEW OF CONNECTION SHEET 4 DETAIL S - 1 B S-113 SCALE: NTS SHEET 2 OF 4 r WALL STUDS AND SHEATHING, PROVIDE ANCHORS PER BOXED COLUMN, 8,� N Structural Notes: QUICK-TIE (ALTERNATE) REVISIONS BY UPLIFT CONNECTOR AT TOP AND BOTTOM SCHED. 3 ON S-1 @ FND - SEE 12/S-3. F g q SEE SCHEDULES 2, 5 & 6. � C� � 1. Design in accordance wvith requirements of the Florida As an alternate to the threaded rod anchors OF STUDS, SEE SCHEDULE 3. OMIT Ca? AT BOX FRAME THAT IS z o Building Code 2001. specified within these documents, the contractor SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM UPLIFT CONNECTOR AT TOP AND BOTTOM w Dead loads: (actual) Live loads: (uniform) may choose to install quick-Tie (TM) Wire Rope STRAPPED TO BEAM ABOVE. Y i Floor 13.5 psf Floor 40.0 psf SEE SCHEDULE 3 ON S-1 OF STUDS, SEE SCHEDULE 3. OMIT Cal I (QT) as fabricated by Quick-Tie Products, Inc. 1 #5 CONTINUOUS, PROVIDE �z„_.a� U m Roof 13.5 psf Roof 16.0 psf (T.C.L.L.) 5 WALL STUDS AN4D SHEATHING, I THREADED ROD ANCHOR SYSTEM - Q /2" rods shall be replaced with /4" QT & /8 AND DETAIL 8/S-2. i J Attic 10.0 psf (B.C.L.L) ' CORNER BARS (TYPICAL) SEE SCHEDULES 2, 5 AND 6. I -••••; 1 #5 CONTINUOUS, PROVIDE ` � to (see paragraph 6 below for reduction of load combo) rods shall be replaced with Va" QT, U.O.N. AT WALLS 4'-0" HIGH, 1 11 f...• ;, SILL PLATE CONNECTION, CORNER BARS (TYPICAL) 8 DETAIL AA i� Quick-Tie (TM) products shall be installed by a I � ° 2. Deflection criteria: '/4" 3 PROVIDE TEMPORARY - SLAB ON GRADE, ; SEE SCHEDULE 3 ON S-1 _�� / / / / factory trained and licenced installer. & /a �� / /' i`""`i = e Roof framing live load 1/240 total load 1/180 BRACING UNTIL 7 PAYS SEE PLAN. CONT. BIRICK LEDGE AND DETAIL 8/S-2. v a ��\ SLAB ON GRADE, QT's shall have minimum allowable capacities of 1 / Floor framinglive load L 480 total load 1/360 AFTER SLAB IS POURED. / / / / EXTERIOR GRADE d / /\ SEE PLAN. / / 2850{ and 6540#, respectively. QT wire rope i \ \/ / (AT BIRICK ONLY) 3 b=�,.,1 w SEE GENERAL STRUCTURAL / \ „ shall be pretensioned to eliminte the / / /\�� 4 SLAB ON GRADE, OR SLAB ON GRADE, ~ `�\ 8 THICKENED SLAB UNLESS 3. Lateral loads: / / __ ° / �� / - / w / ( Wind desi n per FBC 2?001, section 1606,2 constructional strecth inherent to all helically-laid NOTES 11, 12 & 13 O X \/ - SEE PLAN. SEE PLAN AND ARCH. w / INDICATED AS A LARGER FOOTING g p wires and strands. The retensionin forces „ - \ See sheet S-1 for Lot,erol Load specs. p g i p I ¢ 8 CMU STEMWALL w 4 F_:_;:=1 / / required at installaion shall equal the above listedsy , 1`f �- / # ;C �/ / - ON PLAN), SHALL BE MIN, 4' �` o 48" O.C. VERT. REINF. •••o / / 4. Reinforced Concrete: f'c = 2500 psi allowable capacites. See 3/S-3 for pretensioning o / / -� 1 \j�\\ /\/\�\ WIDER THAN WIDTH OF BOX •;- r �y - / .. 4 / / ° 4 Design as per ACI 318 latest edition strech table. ti t 1 AUO ZQaQ \ CENTERED IN WALL GROUT \ 4 1r��\ �� \/ 4 / \%\ COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u,n.o.) \00 \/ ALL CELLS SOLID. FIELD _ - /\\ ° /\ \ ry ,, ; `- r \ 1 ao / • ? •� /\� \� \ \ Unless otherwise shown on drawings, minimum concrete cover for reinforcingshall be 3" in footings and mesh • ',�. �� P ri °�; 3 / BEND INTO SLAB. ,_ �/ /I 1' \ \ 8" CMU STEMWALL w/ #4 Q 48" g ' 4 g �w r x ° \ \ shall be centered in slab on grade. In all continuous footing provide 48" oc or rod chairs Provide s d° ALT. FOOTING AT / . Q nti O \\ ° 4 °.. 2-#5 CO T, - / °. \/\� O.C. VERT. REINF. CENT D IN continuity of reinforcinlg of intersections of perpendicular concrete elements by installing corner bars, minimum 3„ BUILDERS DISCRETION. o \\ WALL GROUT ALL CELLS SOLID. of 40 bar diameters into each element. All reinforcing steel shall be placed in accordance with the typical bend .. • #4 DOWEL TO MATCH (3-#5 CONT, @ BRICK LED E) �~ _ \ �� • ° \\ FIELD BEND INTO SLAB.NV diagrams and placing (details of ACI standards and specifications. All reinforcing steel shall be held securely in WALL REINFORCING. 6 12 1 -STORY / position with standard accessories during placing of concrete. Splices in reinforcing, where permitted, shall be - \ 40 bar diameters. Rleinforcing steel - ASTM A.615 grade 40, welded wire fabric - ASTM A185. „ CONTINUOUS CONCRETE 16" 2-STORY �� \\/.\% \ #4 DOWEL 70 MATCH WALL REINF, 3" CLEAR 5. Foundation: Soil bearinig (Design Maximum): 2500 psf 20 FOOTING w/ 2-#5 CONT. 20 �- CONT. CONC, FOOTING w/ 2-#5 CONT. If the ftg. elevations s;hown occur in a disturbed or unstable soil, the engineer shall be notified. (TYP,) 3 CLEAR (TYP.) 6. Pre-Engineered wood rroof and floor trusses: Design of all pre-engineered wood trusses shall bear the seal of 1 STEM WALL & FOOTING 1 M MONOLITHIC EDGE FOOTING 2 S TE M WALL w/ THICKENED FOOTING an engineer in the State of Florida. All trusses shall have temporary bracing per "Commentary and Recommendations for (Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB-91." for their bracing requirements, notify engineer. Provide permanent bracing per truss mfr. Shop drawings. The contractor V S-2 SCALE: 3/4" = 1 '-0" (SIM, AT PORCH EDGES w/o WALL) S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/4" = 1'-0" (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#!3 or better bottom chord bracing perpendicular to truss bottom chords and attached to 0 each truss with 2--8d common nails. At end walls provide diagonals (approximately 45%) to the adjacent exterior perpendicular wall and between each line of bracing to form a zigzag pattern all constructed of the O some bracing material.. Also along exterior walls parallel to bottom chord bracing provide diagonals in the end C N N WALL STUDS AND SHEATHING, space between the wolll and the first line of bottom chord bracing at a maximum spacing of 20 feet. For wind � LL1 '� Lo SEE SCHEDIULES 2, 5 & 6. WALL STUDS AND SHEATHING, uplift, trusses shall be designed w/ a min, dead load condition of 5 psf top chord & 5 psf bottom chord. D -gyp rn UPLIFT CONNECTOR AT TOP SEE SCHEDULES 2, 5 & 6. Reactions calculated for the bearing points of roof trusses shall be reduced in accordance w/ FBC Section U O N 1609.4.3. Specifically, (attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when � Q u- SILL WOOD PANEL SHEATHING IF SILL PLA7fE CONNECTION, AND BOTTOM OF STUDS, SEE SILL PLATE CONNECTION UPLIFT CONNECTOR AT TOP AND BOTTOM combined w/ dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be responsible for ail truss- "' �-- o co SHEARWALL, SEE PLAN AND INTERIOR STUD BEARING SEE SCHE(DULE 3 ON S-1 SCHEDULE 3. OMIT Cad THREADED OF STUDS, SEE SCHEDULE 3. OMIT Q Q U o " _ WALL, SEE SCHEDULE 2, / SEE SCHEDULE 3 ON 5--1 to-truss calculations & connections. (unless a special conn.r design is req'd that is not available from vendors) p SCHEDULE 4. AND DETAIL 8 S-2. ROD ANCHOR SYSTEM THREADED ROD ANCHOR SYSTEM 06 v m o AND DETAIL 8/S-2. 9 � o Q v / 7. Wood Shearwalls: Sheathing for shearwall shall be as indicated on Schedule 5 and holddown as indicated 8" CMU STIEMWALL w/ #4 on Schedule 6. SW# (PERF) indicates a perforated shearwall segment per building code section 2313.2.2. � -o � cv UPLIFT CONNECTOR AT TOP 1 #4 CONTINUOUS PROVIDE This 5W type is designed as one Ion wall segment includingthe windows door o enin s with a holddown 0) 0)17 � N AND BOTTOM OF STUDS, SEE SILL PLATE CONNECTION, © 48" O.C. VERT, REINF. CORNER BARS 3'� EA. SIDE required only at the g +extreme end. 9 g windows/ p g .� SEE SCHEDULE 3 ON S-1 CENTERED IN WALL GROUT +- 0 a- SCHEDULE 3. OMIT Q THREADED OF RECESS. TYPICAL O ROD ANCHOR SYSTEM AND DETAIL 8/S-2. ALL CELLS; SOLID. FIELD x / SLAB ON GRADE, ( ) 8. Reinforced Masonry, Dr-sign per ACI 530 current edition required compressive strengths: CL BEND INTO BOND BEAM,I :5i . SEE PLAN. 5'/z "-- ReinforMasonrcing (steel ls d cAS>TM A615 grade 40 1500 psi � O SLAB ON GRADE, O U / SLAB ON GRADE \\ \�/ / / / SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N-1 hollow cone. masonry units w/N ° type 'S' mortar, Wall c:oursin shall be runningband, stack bond shall not 6e used. Grout all cells containing SEE PLAN. �� -� 4 4 ° 4 J 1 •' /\\ vertical reinforcement with 3000 psi pea rockconc, grout. Splices in reinforcing, where permitted, shall be • • \ O solid. All exterior walls shall be reinforced Ad.. 4 %/ ao � 8 x 8 BOND BEAM N � /\��\\ 4v 1 ( \\'\\�/\. 48 bar diameters all cells below finished grade shall be grouted so d. a to \ \ w 1- 5 CONT. PROVIDE full height with: - y�1 4'-0" o.c. max. / ° ° / # at each corner, wall ends, & wall intersections ° �\ CORNER BARS (TYPICAL) 1 -STORY 1 6 O \ 4 ° 4 At stemwalls contructed of 5 or more courses, provide horizontal Joint reinforcement at 16" o.c. vertically, „ 2---#5 CONT. \r • a • ALT, FOOTING AT unless noted otherwise. Lap joint reinforcing 6" minimum. 2-STORY 20 ° \ 2 #5 CONT, _ 3„ BUILDERS DISCREATION. 1 -STORY 1 2" 9. Timber: Wood framing shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise •/ / CONTINUOUS CONCRETE noted herein. PT lumber indicated in sections and plans indicate a preservative treated lumber. Such lumber 2-STORY 16" shall be preserved with Sodium Borate (DOT-Disodium Octaborote Tetrohydrate). If however, ACQ or Non--DOT 3" CLEAR 20" FOOTING w/ 2-#5 CONT. SEE 1M/S-2 FOR BRICK Borate preservative treatment is used, all attached fasteners shall be Hot Dipped Galvanized, If ACZA (TYP.) LEDGE AT BRICK ONLY. preservative is used, adl attached fasteners shall be Stainless Steel. BEARING A T INTERIOR 10. Fasteners & Epoxy: Ennbedment of expansion bolts shall be 31/4" minimum in concrete & 51/4" in grouted 3 4 STEM WALL A T GARAGE 4M CURB A T GARAGE masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embedment of rods or rebar dowels shall the 12 bar diameter minimum, uon. Holes shall be /4" larger than rebar size S-2 SCALE: 3/4" = 1 '-0" S-2 SCAIILE: 3/4" - 1 '-0" 5--2 SCALE: 3/4" = 1 '-0" larger than threaded rod size. 11. Anchor bolts embedded in concrete shall conform to ASTM A307 w/ 3" hooks x specified length. Bolts shall be cleaned with m solvent such that they are free of any oily residue. WALL STUDS SLAB ON GRADE, SLAB ON GRADE, 12, Bracing: Provide all temporary bracing, shoring, guying or other means to support structural elements in UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, 1 #5 CONT. SEE PLAN. 1 #5 CONT. SEE PLAN, place during construction. WALL STUDS AND SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM SEE SCHEDULES UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE _ SCHEDULE 3. OMIT O THREADED ROD ANCHOR SYSTEM � �° / /� � 4 ° °� a ,4 � 13. Dimensions: Verify ❑II dimensions with architectural drawings. See architectural, mechanical, electrical and SHEATHING, SEE 2, 5 & 6, _ '\ /Y Q ° �- plumbing drawings for embeds, openings, sleeves, etc. Which are not shown on structural drawings. � � . \SCHEDULES 5 & 6 SEE 7C/S-2 1#4 EXTENDED 3' EACH � �\�. .�\\\/ /y � \� 4 a \\ 14. Means and Methods: The structural engineer shall not have control or be responsible for construction SEE ARCH PLAN means, methods, techrniques, procedures, or sequences; for the acts or omissions of the contractor, or any SILL PLATE SIDE OF RECESS. (TYPE.) ,1 other persons performiing the work or for the failure of any of them to construct the work in accordance CONNECTION, 8 8"x8" THICKENED 12"x12" THICKENED w/ the contract documents. SEE SCHEDULE, SEE ARCH PLAN EDGE w 1 -#5 EDGE W/ 1 -#5 sill ; � SLAB ON / �� 1 -015. Shop Drawings: Shop drawings shall be prepared and submitted to the Engineer and Architect for review for 52 - ' / GRADE, -__� SEE 7C/5--2 CONTINUOUS. CONTINUOUS all structural elements utilizing prefabricated components. 1 -#5 CONT., 4 , PROVIDE CORNER 4 4 / / = SEE PLAN. / r ° _ THICKENED S,L A B THICKENED S L/`1 B 16• Schedules: Schedules & specifications for the following items appear on sheet S-1; wall studs, structural ° '\/ 51 SLAB ON 6A 6B wood panel sheathing, uplift connectors, shearwalls, headers, spacing of threaded rod anchor, f ) U BARS (TYP.) GRADE, V 1 \\/ �� / / ��4/ /+\ •��\ \ SEE PLAN, S-2 SCALE: 3/4" = 1 '-0 ' 5--2 SCALE: 3/4" = 1 '-0" 17. When indicated as an 'ENCLOSED BUILDING' on 5-1 then all exterior parch ceilings shall be W _ V l / sheathed with one of 'the following: I--� Gypsum (waterprroof) green board, w/ 5d cooler nails Q 6" o.c. edge & field \\/\/ SHOWER PAN SLOPES 70 DRAIN SEE J > //\� \\/ \� ARCH PLAN, MAINTAIN 4 MIN. �� \\/ /= 4 1 �` \�\� / \ \/ /�/\\ NNECTOR F SCHEDULE 'AA SCHIEDULE BB /1B" ase, w/ sd common nails 6" o.c. edge & field \ /\ SLAB THICKNESS. \ / CO A SPH4/6 @16 O.C. SPH4/6 932 O.C. � � I- \ \i --- --- ° SHOWER PAN SLOPES TO DRAIN SEE ARCH 2nd LVL KING t?, CS16 ©32" O.C. CS16 X32" O.C. 18- Curved frame walls shall be constructed with studs at B" a,c. (stud size and species as indicated on S-1). W 4 ° \\ \ \I\� d • d� �/�- „ ' STUDS TO 1St - - Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exterior surface of Z Q .4 4 >, „ \ / PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. LVL FRAMING. O C SPH4 6_(132" -O.C. SPH�6 @32" O.C. the wall. Fastening shall be with 8d common wire nails 0 6" o,c. edge and field. Q \�\ 8 CMU STEMWALL w/ #4 Q 48 O.C. VERT. �- \ / / U MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE \\\' :•. ° • % REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION, LID D ---- 19. Limit of Structural Engineers Design Responsibility: The items specifically designed by the structural 0 / \\ SOLID. FIELD BEND INTO CURB, PROVIDE (2) MSTA24 TO 9 WIDE (2) MSTA24 O 12" WIDE engineer are limited to the following: continuous load path for wind uplift, wood panel shearwalis, wall CORNER BARS (TYPICAL) SEE 1M/S-2 FOR BRICK O LTT20B TO 4' WIDE LTT20B TO 6' WIDE framing & req'd sheaithing & headers directly supporting roof framing. Items not designed are pre- ASTM _r (� E -- -- engineered wood floorr & roof trusses, floor framing not specifically addressed, truss-to-truss connections, L� LEDGE AT BRICK ONLY. HTT16 TO 9' WIDE HTT16 TO 12' WIDE and any architectural, mechanical or electrical system. U a MONO. EDGE w SHOWER RECESS - PROVIDE OLID F CS16 TO 4' WIDE _- CS16 TO 6' WIDE 5 STEMWALL w SHOWER RECESS 5M / B (KING BE KEEN - NN (TOR B (2) CS16 TO 9' WIDE (2) CS 16 TO 12' WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE QUICK-TIE (ALTERNATE) �! CO _ E ALL TRUSS--TO TRUSS S-2 SCALE: 3/4" = 1 '-0" S-2 SCALE: 3/4" = 1 '-0" FL ORS. 2nd /L "III STUDS 70 1 CONNFCTIONS SHALL-"BE PROVIDED CONNECTOR FASTENERS CONNECTOR FASTENERS � 0 L 1st LVL 'Ni�LL STUDS OR 2' BY'DLEGATED TRUSS ENGINEER. A35 12-Sdx1'j"-� - � LL FRAMING CONNE_ CTOR 3 WHEN USING TWO STFRAPS ON H2.5A 10-8d HA4 9-1 Odx1 '/2" 1#4 EXTENDED _ i SINGLE PLY TRUSSES, PLACE H3 8-8d HA4 9-1Odx1 ' z" STRAPS DIAGONAL! r AC'ttOSS DBL. _ WOOD PANEL SHEATHING IF 3' EACH SIDE Q ANCHOR CONNECTOR A TOP PLATE FROM EACH OTHER, USE I-la_ 8-8d - SHEARWALL, SEE PLAN AND STEP, SEE ARCH. OF RECESS. 3" (TYPICAL) DRILLED & EPDXIED THREADED DOUBLE I'OP PLATE THE FASTENERS TO RIGHT. MTS12 14-1Odx1 ' z" MTS12 14-10dx1 ' 2" SCHEDULE 4. (TYP.) ROD ANCHOR, SEE GENERAL TO WALL STUD. 4. 5/e"� OR '/e"� THREADED RODS HTS20 24-10dx1 '/Z" - - NOTES AND DETAIL 2/5--3. II SHALL BE EPDXIED -TO SLAB CS16 _22-10d MS36 26-10dx1 ' 2" INTERIOR STUD BEARING HEADER, SEE SCHEDULE 2 O ( ) UPLIFT CONNECTOR AT TOP FTG. PER _ I' FOOTING w/ ,5" EMB�EDH r,dT. OR TO LTP4� 12-8dx1'/2" (*� LS12 5-1Odx1 ' z" AND BOTTOM OF STUDS, SEE WALL, SEE SCHEDULE 2. ° . 5A NOT t NUMBER OF KING - STEM WALL w/12" EMBEDMENT. MSTA24 18-10d M524 18-10X11 '/2" (*) SCHEDULE 3. OMIT (� THREADED SHOWN). 4 /4 MINIMUM STUDS EA. SIDE H AT SAM - QONN � SEE 8/S-2 FOR TYP, ANCHOR ( *) SILL PLATE CONNECTION, ) EMBEDMENT SIMPSON 3 E HEADER fU JACK ( MSTA30 22-10d ( ) ROD ANCHOR SYSTEM OF OPENING, SEE 1 p SEE SCHEDULE 3. SPACING AS CONNECTOR n STOP INSTALLATION & EME3FDMENT /2"0 HTT16 (see below) QHD2 (see below) r7 7B C� CURB SCHEDULE 2. �1` - RODS) LTT20B (see below) QHD1 (see below) STEP, SEE ARCH. PLAN. 51LL PLATE, J � 5. (*) INDICATES USE OF HALF OF ** SLAB ON GRADE FASTENERS AT EACH END OF SPH4 6 10-10X11 /2' LS18 / 4 j SEE SCHEDULE 3. SLAB ON GRADE, ROUGH OPENING SEE ARCH. / „ SEE PLAN. SEE PLAN. AT OPENINGS LESS CONNECTOR, HU528 20-10X11 ' 2" to ledger & 8-1Od to truss �� / ` / 4� 4. 4. 6. '`* BEND LS18 STRAP OVER DBL. LUS28 6 10X11 /z to ledger & 4-10d to truss / /\ NUMBER OF JA( K STUDS THAN 4 F�ROVIDE ( ) -- s S 1 N TO, nF3L. TOP / "0 threaded rod embedded 7" into masonry CONNECTOR E EACH SIDE OF OF'FNI�IG, _ _�_ SPF14/6 AND ANCHOR TOP PLATE F n_,• E a � Y SEE SCHEDULE' 2 / / \ KING STUD TO BOLT OR ROD ANCHOR PLATE w 5-10d AND FASTEN TO ABU44/66 stemwall w/ Simpson 'set' epoxy or equivalent. STUD w/8-10d. Fasten to post w 12-16d DATE 8"X16" THICKENED / d FOUNDATION. ( WITHIN 6", UNLESS / PROVIDE SAME EDGE 4 HOLDDOWN ANCHORS w/ 2-#5 CONTEL . 3 - STEP, SEE ° DISTANCE AT MIONOLITHIC POWDER ACTUATED FASTENERS - - F SHEARWALL ANCHnR - 5 DESIGN/DRAWN 1 -STORY 16" ° REQUIRED FOR SHEAR NOT IS PRESENT. HTT16 18-16d COMMON NAILS TO POST & /g"� A307 THREADED ROD "f0 FND. ARCH. SLAB F00 TING. 5 LAP/MRG / HTT22 32-16d SINKERS NAILS TO POST & /a"O A307 THREADED ROD TO FND. >> (4" MAX.) EQUAL TO SLAB SHOWN FOR CLARITY, SEE l HD8A 3-7/aO A307 BOLTS TO POST & 7/e"O A307 THREADED ROD TO FND. CHEC'<ED 2-STORY 20 -� UPLIFT CONNECTOR - - - THICKNESS. OHDI 18-16d COMMON NAILS TO POST & '/2"0 A307 THREADED ROD TO FND. LAP SCHEDULE ON S-1. CONNECTOR C -- __ - _ _ - _ _ -_ -- 7C @SLAB RECESS 1st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 5/8"0 A307 THREADED ROD TO FND. SHEET LTT20B 10-16d COMMON NAILS & 1/2"0 A307 THREADED ROD TO FIND. TY!� i C A L OPENING DETAIL AND PA51 EMBEDDED IN CONC. FTG & ATTACH TO JACK STUDS w/16---16d COMMON NAIL. S 2 7 MONO . FOOTING AT STEP - DOWN 8 TYPICAL ANCHOR INSTALLATION 9 • CONVENTIONAL STRAPPING 'SCHEDULE 10 HO+LDDOWN FASTENER SCHEDULE S-2 SCALE: 3/4" = 1 '-0" S-2 SCALE: 3" = 1 '-0" 5-2 SCALE: N.T.S. S-2 SCALE: N.T.S. (SIMPSON & QUICK-TIE) GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW D04R NOTES: ' MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST REVISIONS BY 3 BEAM w STRAP GENERALSPA ING PER SCHED. TOP PLATE w NUT AND WASHER, LEGEND: THREADED ROD SYMBOLS 1 / � OPENINGS, GIRDER TRUSSES AND WIDE ROD / NUT AND WASHER 2 1 SPACING: The threaded rod anchoring system shall consist of A307 threaded rods (diameter per � ---I BOTTOM OF THREADED ROD FASTENED PER ROD NOTES 3" MAX (DTop plate splice shall not occur between schedule 3), oriented vertically and attached to the foundation and to the uppermost TO LOWER LEVEL BEAM OR HEADER 7 - 3" MAX the king studs and the first threaded rod plate at the locations indicated in these documents. Above top plate, provide a 3"x I I I I I I I w/SIMPSON HTT22 PLACED UPSIDE �L F I I . I , JHEAR�ALIL I SHEIARWALL I anchor. 3"x'/4" thick steel washer. Fasten with a nut and allow at least 3 threads to extend I I 1SEE RLANI I SE PLAN I I DOWN. 2 Provide full sheathingabove windows, and g ( yp ) y strapping q THREADED ROD I •�- WALL STUDS & R SPACING � above tightened nut. t This system eliminates the conventional stra in requirements I 'r I SHEATHING PER 6 nail w/ 8d @ 3" OC edge & field. of woad framed construction i e. stud to- late ties, bottom late to foundation ties, TERMINATES AT I I 1 I I I I I I X TOP OF THREADED ROD TERMINATES AT SCHED. 2, 5 & 6. P R SCH 4 POST BELOW ( ' p p INTERMEDIATE - I I I I I I I I I /� UPPERMOST TOP PLATE. t GIRDER, SEE For rods specified on plan adjacent to wall floor-to--floor straps, and header to jack stud straps) unless otherwise noted in these I I I I I I _ PLAN openings, locate rod wl thin 3 of the king documents, LEVEL w/ NUT stud. _ AND WASHER, I _L_— --I I -- I ^�f�--I ---I--- I I /� TOP OF THREADED ROD TERMINATES AT L .t THREADED ROD ROD INSTALLATION: I I I_ I �J 'r �� 4 % L__ L__-.____-._ INTERMEDIATE LEVEL. f `'" FRAMING AT SYSTEM PER ROD I 4 Provide an additional row of 8d Halls 6 ' " _ __ _�i__�__ L__� ___ i_-_ _ % - : �� k7 Il� WALL OPENING, O At all late penetrations, provide a hole In the late lar Pr than the diameter of the I I I I I I:. ��? IjT r Gil , NOTES AND PLAN ' o.c. into one of the king studs adjacent to p p p p / g H- I-+- -- I �-- SEE SCHED. 2 threaded rod used. While single continuous rods are preferred, couplers (Simpson CNW or FLOOR I r I r I I I I I �� I I `': : --, all openings (In addition to other nailing FRAMING ) I I I 1 I I I I I I QUICK—TIE TM PRETENSIONING `= QQ� �' equal) may be used in cases where one continuous rod is unfeasible, The rod shall be I I 1 I 1 ( ) , '• ROUGH OPENING specified in schedules 3 or 4 vertical a I I I I I , ' CO `=�' SILL ANCHOR INFILL j j P )• installed approximately centered in hole. Rods may be slanted from trueby I I I I I STRETCH TABLE BETWEEN RODS PER I I SEE ARCH. _-- 5 Where rod is s ecifield on Ian adjacent to g• I I I E N45 T P P J maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The nut I I I HEADER SCHEDULE 3. j girder truss or beam, (locate rod within 3 of above the uppermost plate shall be secured over the washer to a snug-tight condition I I �HEA�2WA I Ll SEE PLAN I I SHEARWALL I PRE-STRETCH LENGTH STRETCH REQUIRED TO post. I I I OF WIRE ROPE (Lc) PRETENSION WIRE ROPE ® P plus one-half turn of a standard wrench (approximately 25 ft.-lbs. of torque).. I I SEE (PLA I SEE PLAN I 6 At openings reater then 4'-0", attach dbl. p ( pp y q ) O9 EPDXY ANCHORING: (Distance from slob to top of , I I I I r I I uppermost plate of wire rope) 1/4' QT ROD EMBEDMENT \ FOUNDATION, top plate to header w/,"SPH4/6 @ 32" o.c. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength i I I i I i i I i i 97" 3/4" s/a" DEPTH PER — SEE PLAN cripple studs are used attach SPH4/6 to Epoxy or approved equal. Provide a minimum edge distance (measured from centerline of �. FASTEN THREADED ROD TO J 1 FOUNDATION 1 1 ROD NOTES 109 '/ 3/ cripples & attach cripplle to header w/H3. rod to edge of slab) of 2 for 2x4 framing and 3' in 2x6 framing. (See 8/S-2 for ADDITIONAL ANCHOR a 4 O7 When rod spacing exlceeds 6'--0" provide FOUNDATION PER 1 /S-3. NOT SHOWN BOLTS PER SCHED. 3 121" 1" '/$" P 9 , p typical anchor installation & embedment of '/2 "o rods) an additional rod of 8di NAILS 0 6" O.C. into 145" 1 '/a" 1" ANCHORING SYSTEM SYMBOL DEFINITIONS 210 ' 1 /a ' 1 /z dbl, top plate. Stagger this nailing with 2 THREADED ROD GENERAL NOTESrT-� 245" 2" 15/8to " 1 THREADED ROD ANCHORING SYSTEM typical nailing. S-3 SCALE: NTS S-3 SCALE: NTS S-3 SCALE; N.T.S. 260" 2'/8" 13/4" V) - o _N c'v n • AT EXTERIOR WALLS, FASTEN _O LU �, "' LO DBL, TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE _ 4 - - 11/4 ;, C� 2x6 2x_ SYP.#2 DBL. 70P 4'-0 MIN, WALL SHEATHING TO DBL. -U SEE SCHEDULE 2. 1/S-3 FOR SPH4/6 HEAD OR MINIMUM ROD, NUT HEADER PER MAX 1 '/2 p 2x8 - 1 A PLATE. FASTEN TOGETHER h TOP PLATE w Sd 3" O.C. O > `o d ROUGH MIN. E & WASHER - - w/10d COMMON NAILS @ ° / tun) Q X STRAP FROM GARAGE REQUIREMENTS. OPENING SILL PLATES FASTENER E.E. SCHEDULE 2 OPE ING X ° ° ° ° ° ° ° STAFFERED INTO BOTH PLATES 4-- o o C PER NOTES 16 O.C. PROVIDE 3-10d Q U o a DOOR HEADER TO JACK4-12dNI a STUDS, SEE SCHED 3. GARAGE HEADER, = 4'-4' (1)2x4 SPIT #2 TOE NAILS - - a �I WITHIN 24 OF ANY SPLICE. m � SEE SCHEDULE 2. 6'-4" 2 2x;4 SPF 2 (1)A34+ 2-12d KING & JACK END FASTENER FASTEN CORNER > COMMON NAILS EA. SIDE dS m C:, U O # TOE NAILS STUDS PER POST TOGETHER Q X ° NAIL FROM OF SPLICE (TYPICAL) (TYPICAL) O -0 4 6-12d `� `� OTHER SIDE `v 24 MAX. EXT. WALL +` N THREADED ROD, B'-4" (3)2x:4 SYP #2 (1)A34+ TOE NAILS SCHED. 2. w/1 2d COMMON _ o SEE SCHEDULE 4, ADD SIMPSON PA51 STRAP WHEN GARAGE WING6_124 �• OF 2nd PLY, 6" MAX. INT. WALL WALL C 3'-6" EMBEDDED IN CONIC. FILLED : 12'-0 to (3),2x6 LVL (2)A3SA TOE NAILS 2x8 SPF T&B (2)12d 6 O.C. 0 ° STEM WALL. FASTEN TO KINGS w 18-16d NAILS, SEE BELOWIN OTWO OSTOFRYTCLEARUHEIGHBTEWALLS.TWEEN WINbOWS i HEAD OR TOE NAILS (STAGGERED). 8 D B L TOP PLATE SPLICE DETAIL 0- OR DETAIL BELOW / w/ 12d @ SILL PLATES E E (MIN) CORNER POST o 0 3-2x_ STUDS ( ) (6)12d TOE NAILS TOP 8 ' O.C. SEE SCHEDULE X ° S-3 SCALE: 3/4 - 1 -0' U AT CORNER. ADDED PA51 STRAP < & BOT. (TYP) ROUGH OPN'G SEE ARCH. EMBEDDED IN CONIC. KING & L LL, = SHEATHING ' ��- DBL STUD (9 END OF SHEARWALL SILL PLATE, SEE CONCRETE SLAB, FILLED STEM WALL JACKS _ I 1 2 tw CONT. AT HEAD & SILL OR GIRDER TRUSS. SEE DETAIL IF NO THREADED ROD OR ANCHOR PT. SYP#2 SEE PLAN. PER SCHED. ¢ GIRT/VERT 7/S-3 FOR NAILING PATTERN, 2x6 or 2x8 2x4 SILL PLATE SCHEDULE 3. WHEN GARAGE WING OR PLAN W FRAMING I N � St NAILING PATTERN NAILING PATTERN BOLT IS LOCATED AS SHOWN PROVIDE WALL IS C 3'-6"• JOINT. A 1/2 "0 EXPANSION BOLT (w/ 51/4" LTP4 ON INSIDE FACE. OR 2nd FLOOR OF . — 33/4 " To 5'/4 " BOX BEAM BETWEEN WINDOWS 2x SPF RIPPED AA TO FIT ARCH. SINGLE STORY WALL EMBEDMENT) w/ 1 /2" PLATE WASHER, �� LO THICKENED SLAB IN TWO STORY FRAMING DEPTH REQ'D. 4 8„ IDD 3rd 1'-0" 6' AEDGE © GARAGE 5 H EIADER AB OUE HEAD 8c SILL FR AM I N G (2)2x_ 16 MIN, EMBED. OPENING. -� MAX PROVIDE AT A DISTANCE OF NO LESS BUTT MIN. BUTT JOINT OF PA51 IN CONIC. _ PA51 IN STEMWALL S---3 SCALIE: 3/4 = l '-0 STRAIGHT _-I I� (2)2x_ THAN 6" AND NO MORE THAN 12" FROM FILLED STEMWALL. DBL R 0 D ALL BUTT JOINTS IN THE SILL PLATE. K7� GARAGE WING WALL ELEVATION HEADER, P R 6 INSTALLATION 7 BUILT— UP MEMBER SILL PLATE BUTT JOINT DETAIL (ROD, NUTE �- 3 SCALE: 1 /2" = 1 '-0" STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE IN S-3 SCALE: N.T.S. 5--3 SCALE: N.T.S. S-3 SCALE: 3/4" 1 '-0" SLAB FOOTING SIMILAR. PER NOTES GIRT & FASTEN RS " �- KING & JACK PElit IA R 5/S-3 2x_ SYP#2 CONT. FL44R DECK, SEE FLOOR DECK, SEE ROOF DECK, SEE 2x SPF BLOCKING � � STUDS PER - SCHEDULE 5. RIPPED TO FIT ATTACH TO DBL SCHED. 2. SCHEDULE 6. Ir SCHEDULE 6. PRE-ENGINEERED WOOD WITH GAP SHOWN FASTEN OSB TO NAILER TOP PLATE AND 10d� 4" O.C. 7 12 2x SPF DIAGONAL ATTACH SW SHEATHING TO TRUSS w 10d /s" OSB DIA. FASTEN ADJACENT TRUSS. BLOCK ALL / : . TO TOP PLATE w SEE ROOF TRUSSES @ 24 O.C., SEE LEFT BLOCKING FASTENED w/(1 ) ROW 10d @ 4' O.C. PANEL EDGES. NAILING TO 3" O.C, EDGE / (2) ARCH DESIGNED BY OTHERS FOR INFO. / w/(2) 12d E.E. (TYPICAL) MATCH SHEARWALL. OF 2x_ MAY ROWS 10d 4 O.C. & HURRICANE CLIPS PER NOT SHOWN / OVERHANG DBL. I NOTE: TRIM WALL SHEATHING TO MATCH 2x4 NAILER w/ (1 ) UPLIFT CONNECTOR TRUSSES W)TH RADIUS WINDOW FRAME BY t 1/2" /1s OSB DIAPHRAGM PRE-ENG. WOOD TOP PLATE, ROW 10d 4" O.C. SCHEDULE 3 , „ - FASTENED TO TOP PLATE TRUSS BOT 11 '/4" (TYPICAL) HEEL C 1 -O ROUGH OPN'G, SEE ARCH. w/(2) ROWS 10d 4" O.C. \ J,_ ROOF CHORD MAX. FLOOR FRAMING IF SHEARWALL 15 TOP PLATE EL WINDOW FRAMING ��_ � INTERIOR SHEARWALL, ALIGNED DIRECTLY (n DBL TOP SEE ARCH rii"� RADUS - SYP#2 2x4 NAILER FASTENED' SEE SCHEDULE. �\ BENEATH FLOOR PLATE SYP#2, S-3 SCALE: 3/4" = 1 '-O" T TRUSS BOT. CHORD w 2 FASTEN TOP PLATES TRUSS, OMIT HORIZ. MATCH STUD WIDTH. WALL STUDS O ROWS 10d CR 4" O(.C) \- TOGETHER w/ 2 ROWS INTERIOR " OSB (ON ONE SIDE) BLOCKING PANEL OSB & EXTEND WALL O 0 Q CLIP FROM DBL TOP \- & SHEATHING, 1/2 " ANCHOR 24" MAX. CORNER FRAMING, (TYP) COLUMN N OF (4)10d BETWEEN SHEATHING 70 TOP � W SEE SCHED. -� ' EACH STUD. -_ SHEARWALL, BETWEEN FLOOR TRUSSES (2x4 SPF ALL FLANGE OF FLOOR Z � PLATE TO STUD, SEE 2 g� 6 NON-STRUCTURAL, BOLT w/ 1 '/2 ';O `1 HOLDDOWN: INTERIOR SHEARWALL, SEE _ _ L. _ SEE SCHED. 5 AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. Q Lv UPLIFT CONNECTOR SOFFIT SEE ARCH. WASHER CTR'D SHEATH PER SCHED. 3 w/ ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING. FOR NAILING. 0 SCHEDULE 3, OR THREADED ROD PER ON EA. SIDE, 8d COMMONS @ 3" O.C. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. LLQ OMIT AT THREADED SCHEDULE 4 QE EXTEND SHEATHING 4" MIN. EMBED. AT ALL PANEL EDGES. SITUATED ABOVE, ATTACH ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL ROD SYSTEM. � THE SILL PLATE TO SLAB W � OMIT WHEN USING VERTICALLY TO TOP MIN. (2) STUDS UNDER TO FLOOR FRAMING TO FLOOR FRAMING Q z CONVENTIONAL OF TRUSS AS SHOWN. w/(1)1/ x 6" EPDXY EITHER ALTERNATE MAY BE USED EXCEPT AT SW-2. AT SW-2 USE O STRAPPING. PROVIDE 2x4 BLOCKING SYP#2 PT BEAM, O B ATTACH ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. W BOTTOM PLATE O BEAM TO BUILT-UP AT HORIZONTAL JOINTS. POST w/(2)HTS20. STEEL WASHER.CORNER STUDS TO ATTACHIN r,3 IT. S H E A R W� L.L A T ROOF 14 I NT . SHEARWALL AT F 10 ROOF TRUSS CONNECTION TRUSSES ,WITH 12 B OX:ED COLUMN AT PORCH PLATE WITH (1)H2.5A CLIP - S-3 SCALE: N.T.S. HEEL >, -Q �_3 SCALE: 3/4" = 1 '-0" AND TO HEADER ABOVE S- 3 SCALE. 3/4" = V-0" \,,S-J3 SCALE.. 3/4" = 1'-O" Cd LL. WITH (1 )MSTA24 STRAP. HURRICANE CLIP WALL STUD ROOF SHEATHING H3 HURRICANE CLIP @ EA. PLYWOOD OR OSB SHEATHING, PER SCHEDULE 5 PROVIDE BLOCKING FOR OUTLOOKER TO TRUSS. BOUNDARY OF SEE SCHEDULE 6. STRAP FROM 2ND FLOOR ROOF DECK @ RIDGE. SEE SCHEDULE 6• # SHEATHING SEE DETAILS SYP#2 LEDGER 2x4 SYP#2 OUTLOOKERS 1 2 3, 5 ( STUDS TO 1ST FLOOR ATTACH TO STUDS 4-12d 24 O.C. EXAMPLE OF PANEL _ mel 6, & 8 OF I STUDS SEE UPLIFT © 16" O.C, w/12d OE NAILS EDGE w/ BLOCKING -� CONVENTIONAL ROOF FRAMING SCHEDULE THIS SHEET I CONNECTOR SCHEDULE 3, COMMON WIRE NAILS I I TYP. I PROVIDE 2x4 SYP#2 UPRIGHT WHERE REQUIRED BY :C . MAXIMUM_ SPAN UPLIFT CONNECTOR FOR MISC. I OMIT © THREADED ROD FROM TOP TO BOT. CHORD OF ROOF RAFTER ANCHOR SYSTEM PER SCHEDULE SCHEDULE 5 & 6. DETAIL, l BELOW. ( I I I I TRUSS @ EA, X-BRACE (IF ��.. (SYP #2) @24" O.0 @16" O.C, DBL TOP PLATE PRE-ENG TRUSS 10 FIN FLOOR EL ROOF TRUSS � . VERTICAL IS NOT PRESENT) � 2 x 6 9'- 6" 11'-6" (1) H3 °ROE NAIL (1) A35 OR4-12d . . . . . . - 3--16d � I X-BRACE SPACING SCHEMATIC OR 8-i2d oR 8N 2d N I I I I I - -- NAIL SPACING AT , , 2 x 8 13'-O" 15'-0" (2) H3 TOE NAIL (2) A35 TOE NAIL SEE ARCH PLANS WHERE A LEDGER IS INDICATED ON PLAN EA. VERT. IqOTE ADI NAL BRACES SUPPORTED EDGES 2x4 SYP#2 ASOEO.. EOUALLY 2 x 10 16'-6" 19'-0" (1) MTS12 (2) A35 AND NO TRUSSES BEAR AT THAT LOCATION, I (TYP.) I _ - IN011A I ti SPACED w/ SPACING SEE SCHEDULE 5 & 6._ _ X—BRACE. '-0" 23'-0" 2 MTS12 2 A3) ( )DOUBLE TOP PLATETHE LEDGER IS BEING USED TO ATTACH THE I I . � I I _ +U� of 5'--8" MAX. , ADJACENT ROOF DECK. USE A 2x6 LEDGER - SYP #2, MATCH r M EXAMPLE OF UNSUPPORTED STUD WIDTH. PER SCHEDULE BELOW. ATTACH ROOF DECK I �I I I 4 MIN. `—w/2 UNBLOCKED PANEL EDGE. , ' ' DATE VF PER SCHEDULE 6. 16dC�4 FROM w ( ) NOTE: WALL STUDS & SHEATHING, I I LATER4 BRACE (TYPICAL) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE—ENGINEERED WOOD ROOF DESIGN/DRAWN SEE SCHEDULES 2, 5 & 6, VERTICAL 16d TOE NAILS ® 8 O.C. TRUSSES. AT ('nNJVFNTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SEE DETAIL TO BLO BELOW. I /" o REACTION LEDGER SIZE & NAILING FROM BOT CHORD OF TRUSS i BELOW' FOR REOUiRED LEDGER r10ARD AND ATTACHMENT. WHEN USING TWO H3 CLIPS LAP/MRC THREADED ROD PER 0-775 2x6 w/(5) NAILS © EACH STUD 2-16d - TO DBL. TOP PLATE 16d NAILING TO 1 ON 1 '/2' 'WIDE LU�`MBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. CHECKED SCHEDULE 6 STOPS 776-1250 2x8 w/(8) NAILS O EACH STUD EA. END INTERMEDIATE � : -- STt IDS ROOF OTHER, WHEN USIING TWO A35 CLIPS ON 11/2" WIDE LUMBER, STAGGER CLIPS LAP I 2x4x8' SYP#2 LATERAL 8 O.C. # SUPPORT IS 6" � VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO SHEET & FOUNDATION OR OMIT 1251 ---1850 2x12 w/(12) NAILS @ EACH STUD BRACE @ 48 O.C. w 2x4 SYP#2 STAG. O.C. MAX. UON TRUSSES, OR VE,R ICA AD,IACEtI T TRUSS. / BLOCKING FLOOR JOISTS. WHEN USING CONVENTIONAL 3-16d INTO 'EA, TRUSS, STRAPPING, LEDGER CONNECTION SCHEDULE @ 24" O.C. S 3 _ 15 FLOOR SECTION 16 WALL LEDGER GABLE EN BR ACING 2x4 SYP#2 18 SHEATHING NAILING DF— TAIL 19 CONVENTIONAL ROOF FRAMING SCHEDULE SIMPSON S-3 SCALE: 3/4" = 1'-0" S-3 SCALE: N.T.S. S-3 SCALE:, N.T.S. (PLATFORM FRAMING) BLOCKING AS LTP4 @ �-3 SCALE: 3/4" = 1 '-0" � � '' y �- 3 '� '`_,CALE: x+; 1"' '= 1 '-0 ' CEILING NAILER 24" O.C. JwE,L F7V I I f 60 Ocean Boulevard, Suite 1 Atlantic Beach, Florida 32233 (904) 246-9593 t 2 6 t I I ' 1 9 t ` t BASS} 4B . OB A NB3 ' 42 00 -- � 0 8 �o� — g ` » 385 3 ` - 2 U 575 " 00� � � g57FN 3 6 , ST � ❑ 5 �� I2 ORTHVNE ❑a t .� . �0� 7 • OT 25 , G a 38 l °F `� CORNER ❑ AST � N oRTH , 4" OAK _ 5 + ; ❑❑ LOT C 0RNR t 2" PALM — — _ — cj� ❑ CD 2 0 � I LU O i m o Z L CD I � 10 PEACH 0 00 � " 3857 o 2 4 FN❑ 1 '2 � I o P. C. No j F 7F ryol, L 12" RQ11L ❑ - - - - - - W � o - - m o I o _ - ` ❑ 1 PALM v J - _ 12 PALM SES 1 16 M # 3557 EA E❑L Y1 PALM — RIVV r BID SE— — PALM P. T. - - - - 6 ° 2>> 857 35' B .R.L. -� END 11 �l Revisions: 1048 ❑ ; /,!- JUNE 29,2004 ❑ ,/' AUGUST 4,2004 ❑ - AUGUST 9,2004 l� 1 -- AUGUST 20,2004 C4 16 PALM - 12" PALM 16 PALM C3 �7ND 1 '23857 P .C.C• 3857 D /2" 3857 f ❑�� rota-r.�uT�� # 4B 10 ❑ �? f ❑ t { ( � R APPROVED ❑ 0 0R l�] 'f�j no-1(eii 04AI-1.<S1 CfFY OF ATLANTIC BEACH PU �� HUILD1i�IC OFFICE � NG SETS � 250� 1-THEA LO ��2� - , ,,� ��5 su1z _ zoo BEGNN SOU O po� N -v 0 R � ,N) �6 0 C V r= J 1 _ c _ �, L 1 10 -5 1 TE FL AN. OCT 0 8 204 BY: 31 t f � 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 GENERRAL NOTE: U ALL BILL ANCHORS AT PERIMETER WALLS SHALL BE 'SIMPSON TYPE MAS' OR 'SEMCO TYPE F43' t NI LESS NOTED OTHERWISE. (1)•4 GOVT. INTO II'-2" 46'-10" 2m'-2" S'-6" 1'-6" €'-2' SLAB o 2A' O.G. v,:Yl' WEDGE BILL ANCHOR AT 32' OC PT 2x PLATE WI WI 2' x�a' PL UlSHRS 2'-0" 6'-0" 38'-]O" 16'-6 112° 2'-11 112" 8' SILL ANCHOR TPP4/6 AT 32' OC TPP4/& -0 32' O.G. TOP AND BOTTOM 2 E,'-a' 8'- 5'-2" PROVIDE THICKENED SLAB PER ENG-INEER'S SPECIFICATIONS TO SRADE F ACCOi IODA T 1= STAR • (VERIFY GRADE) f •. cu•4 CONT. s - s (t I ) ID TOP z (2)'5's CONT 2 2 f • ro 8. 8. Q 2 2 2 (2)05's CONT. 12, — _ 1 � I r U_ v{ i /� 11J d) 37 0Mo�loLfT�1C F T� 3I41i _ 1f -0II Il �L� 5�� I � �ITII = � I � � II - -- - - - - - 0 '� I` � � � � t ONE STORY ONE STORY 6 - 2 SIM. NOTE!!/ - 0 0 }4 Z LL II S I K[TCHEN DESK-N i ). w BY OTHERS. VERIFY LTHICKEN SLAB PER 2 I '� w 0 (,) A GOVT. INTO 3 PLUi'IBING & ELEG. ENGINEER'S SPEC'S ;�� ', � W U ' ROUGH-IN i m ��. QL SLAB 9 24' O.C_ i='x7' WEDGE SILL r-- -- , ' PT 2x PLATE WI ANCHOR IDR AT 32' OG I i 5`LL ANCHOR WI 2' x'ia' UISHRS NOT III I l\\ I �\ 9 24' O.C. I I TPPAI6 AT 32. OG ROOF 4 FLOOR TRUSS ENGINEERING WAS NOT OBTAINABLE TPP4I6 32' D.G. TOP AND BOTTOM = AT THE COMPLETION OF THESE GONSTRUCTION DRAWINn5. ISLaND ; NOTE: H GRADE l 2 CONFIRM i INTERIOR ROOF 4 FLOOR TRUSS BEARING WITH � '��PROVIDE ELEG GOND. � � � 01_0" � —� 2 THE SPECIFIC ROOF FLDOR TRLisS Ei�1C li�IEERING SPECS_ �; BELOW SLAB TO m (1)•4 CONT. s� CREATED SPEGIFICALL,1' FOR TH15 aROJEGT. ISLAND AS REQ. c., a�FLR. REGEPT. g TOP N (2)•s's CONT. SEE ENGINEER'S A 4L (3) 5'e CONT. 6' 10' SPEC'& FOR SPECIFIC 0 2 �Q ,8• -I'-0" TURNDOWN 01-01 - i FOUNDATION DETAIL. VERIFY LOC. OF 0 CIL \ 213 i - - -i- - - - VERIFY DI1"- - '[N-WALL' DRAIN FROM tL 1"fiONCL- ITHl C, FTG 3/4 I1 _� 11 fNT E3RG FTG 3,4 fl _ 1f _ �Il 2 if+l -0. � 1 - - - - - - (SEE ROOF 6 OF PLAN) �ECX � 0K � 2 i0 FT PLATE and ABV I TWO STORY �[/ I 2 CO INTERIOR STEP DOWN (LOAD BEARING-) I+ SIl I. ❑ U Q v Iia' SLP I STEP z n PER FT. <t u1WQ � (MIN) 0 U d) U_ rs , � � 'Ii I 0 ztYU } LINE OF 5LA5 6 jJ j LLI ❑ Z Q . PT 2x PLATE WI Z LU I I SILL ANCHOR 9 2d' O.G. _ Ifl 8'-0 1I2' 2'-(o ice'-5 1/2" 43'-0' TPPd16 s 32' O_Giv I " n I (1)*4 CONT. I �p � SQL O LU 0� : 2�4'-2 1/2' O.A. DIM. CURB e - - - - - - - - - - �- � L `LL C) LLI41 r2 SIM. 2 GRADE n W r� U � 1 II cv J _ II � — — — — — — - � � � Z �' � i n ❑ -1'-0" -I © 0�_0. 18'-10' 9'-2' 15'-(!�' 2'-6' 1'-2'i - - - I // 4' s• N - � _ -- L INE Or FOO INC I Ci D 0 Y 0 = I I 1HIC END PAD r i G Q LU iii E PER ENGINEER'S SPEC'S L - - - � O L iii _ E GI 2 elm. _ I Q `- L 2 1 -1 \ I I I -N 014- 1 _j LL ° SLP - �4 �� (MIN) Mo�loL, fTNCCT 3I� � , _ oll 5� � css 3ldrl �_ � I _ �II 8 NOTE: _ 2 PER FT. JOG- IN G-ARAG-E / LU 7'-10' ri i IN) ED Z S1`1. .4 3 GARAGE (EXTERIOR WALL) NON-LOAD BRC.STEP DN_ a 5!-IOWER RECESS (INTERIOR) I DINING WALL "� 1 I Q I, (SEE DI .) I I �p 18'- J" -4 , III 111 V Cfl I I I a III zBID SE 4• iii 21'-8' 8" 1'-8' 8' 1S'-O' Z - 41 LINE OF SLAB 0 1 I u' - 0 _ PT 2x PLATE WI r ii SEE ENGINEER'S i Imo$' SLP ❑ c U SILL ANCHOR , i[1 ' 'S 2d' O.G. N I , FEFR FT. iL ' 213 I 11 S. EG'S. FOR SPECIFIC I F 0 _�Dd GRADE 2 - CURB DETAIL_ i i0 (i'lIN) -1 K ,n _ 2 Revisions: TPF4/6.16 32 O.G. z I 0 U 2 I (1)'d CONT. 11 0'-(-Yo' (� H r = 1 'LJI 0 4Y N / 19 CURB - \ �THIGKEN SLAB PER - - a� Ci'fIN) © Q � � � � ENGINEER'S SPEG'S m'-0" � � ]UNE 29, 2004 a AUGUST 9, 2004 - - - GRADE � - - - - - - - - � • � � I � - - - - - � — - - - � Z dljllO � /� f 2 >- � AUGUST 2,0, 2004 l SIM_ TOP OF GARAGE CMU TOP OF GARAGE CMU I w n l LINE of FOOTINS I (u 5 CONT. WALL SHALL MATCH 21'-8' S" 2'-4' WALL SHALL MATCi4 + I ? V � L — — — HOUSE FF ELEv. (0'-0') I HOUSE FF ELEV. (0'-0') l I � 0- 2 4'-5' - 24'-8' 33'-m" I �\ 7'-a° 14'-10' O_A_ DIM. NOTE 4' �f I t t I /� 1 - - - - - - - - - I JOCs C1 of �lOL I �f c F I � 3/4 II = 1 I — 0If SLAE3 EDGE 3/—T II = 1 I - 011 0 I, ; ' � (�M�N�'�, 2 S[/ _ 2 L - - - - - S!a0111ER R CESS (EXTERIOR. WALL) TYPICAL I I ' NOTE �\ �x I VERIF�' NOTES/ AND INSTALL ALL DRAINS Folz DfM. FOOL DECK SURROUND PEtfR POOL - —�- - L DE SIGNER AND/OR ENGINEER'S LOCATION'S AND SPECIFICATIONS. i THICKENED PAD FTG PER ENGINEER'S SPEC'S c0 c0 c0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,, II 8' I.U. GMU 'SCREEN WALL' a �FP 8" W. CMU 'SGREEN WALL' VERIFY DETAILS AND P�� VERIFY DETAILS AND (MIN) SPECI;[CATIONS PER BUILDER SPEGIF[CAT[ONS PER BUILDER c0 c0 r� I SEE ENGINEER'S \ SPEG'S. FOR SPECIFIC FOUNDATION DETAIL. 43'-m" 8" 14'-2' -1'-m" 1'-2' r i I I 60 Ocean Boulevard, Suite I NOTE TO T Uee E) EeIGNEfR Atlantic Beach, Florida 32233 (904) 246-9593 ALL WALLS ARE DRAWN AT 'ACTUAL' N01-11NAL LUIDTHS. lm MAIN 5TA11R NOTE: (13) EQUAL_ RISERS i1%"H 11'-2" 46'-10" I 2m'-2" 5'-r " 1'-�' �'-2' WI (18) 10°W. T2EAD5 W/ I" NOSING. ( TOTAL T READ DEPTH = 11") �'-I' 6'--I' 5'-0' 6'-m' �'-8" 8'-2" d'-6' 2'-10" �'-m" 2'-10" 2'-10" 2'-1 112' 1'-6" 2'-3' 2'-3" 1'-6' 6'-10 I/2" 3'-Z II2" ATTIC STAIR NOTE: NOTE111 KI T GHEN DESIGN 1 I) EQUAL. R SEMS 'a1/g°!H. BY OTHERS. VERIFY (9) 1616 FXD r--LUMBING E ELEC. SEE ELEV_ WI (1&) 10"11- TREAD5 W/ 1" NOSING. ROUGH-IN FOR LAYOUT (TOTAL TREAD DEP T H DIMENSIONS 8040 FXD 3030 FXD 3030 FXD (5'-0' HDR) (13'-6" HDR) C13'-6" HDR) I — SEAT I _ _ I 1�WALL01 I AFF D Q CID � — n OH CABS LOH CABS I p 48, UNDER STAIR I x � n FP ACCESS 1 1 Q 0 Q — A BATH U_ w = 0 . , 0 = z � — u ID 42'H. n 10' cLG m r — WALL -3 U w o ' 1 11 KITCHEN 1 1 I G< 1 1 x � 3m o -1 0 m _ 1St LEVEL LIVING- 2213 # `� m — I OL SEE MAIN STAIR �� I ❑ I 10' CLC-, I NOTE, THIS SHEET 1 m � SEE ATTIC STAIR = I © L — � u I � � 2nd LEVEL LIVING 11 3 # NOTE, THIS SHEET o 2x6 WALL m I U l u 1 I \ 11 TOTAL LIVING 3,332 # J u 1 ! 3�0' H. OPEN RAIL I 1 15 ATTIC 4�3 # T UP 3 0 1 �l 1 0 1 OPEN UNDER -� ❑ 1 STAIR (THIS m� GARAGE 85�T X } p Z I �l 9' GLC= & n 1 1�1 I - AREA ONLY) `� x (SEE SECTION ENTR" PORCH 4E> Q O 2 — — — — — — p n ISLAND 1�1 � � — — — — �; I CLS LN Ua — 10 CLG LANAI -72& _ "' Wmy 1 1 . I 1 1 � `4 I 1- - - - - 3080 O ❑ 9' GLG ?s 1 OPNC3 - SUN DECK d�0 # s 1 lR� F a I I 1 I TOTAL LIVING 5,955 # 1 1 : 1 7.12 SLP LINE OF 2x6 WALL GLG- VAULTED GLG I =Loon ABv. 1m' GLG- -� -�- p 16' BAR LEAF ON I - - Q 36" H_ '/2WALL ° �•, 2 -6 42' H. i2WALL 4'-0' �4 z lm' GLG- 1 ' ,,� c{ I VERIFY LOC. OF 1 ( 'IN-WALL' DRAIN `FROM - - �:12 SLS I ROOF 9 SUNDECiG z � � (4) 20110 rXD� NO EL 3050 cn GLG- -1 (SEE ROOF PLAN) 10' GLG- ADD APPROPRIATE STEP 4 o 1 38 0 G GR Rg5 -1 3'-0" ,4LLOWANGE FOR GARAG-� = 1 I Q DOORS (3) CLEARANCE. 8 -m 112' 0 „F, ti2xtll 2x8 WALL 2x6 WALL V (PER BUILDER'S SPECS) 0' El z EI/I (5) 3080 ° STAGKBACK' / z FRENCH DOORS B p w w _ 15'-1' 3'-S' 4'-2' / 6'-4' 0 w - 2'-6' IS'-5 1/2' 15"0" COVERED 2m'-6" I �' o _ 24'-2 lr2 OA DIM. _ NOTE!!! lm'+ GLG b Z �n do o � LANAI ENTRY u'� � f N f N� 1 0 � m /� -' NOTE FOYER a � A �n ;n TDP OF BEAT 1 SHALL N JOG Zp'-6" 10 + GLG �+ _ 1p oI1' GLG /' BE FLUSH WITH TOP OF LLI 1st LVL FF_ f10'-I'/8"1 l.'" • 1'_d" 3' {� 2'-5' P-II' S'-Ii" 3'- 1' 2'-6' �a�l'-G1'-6" P-2' r� BOX OUT BEAM PER h L / BEAM DEPTH DIM. I m• + l',D" ra' -m" p L_ 10' CLG , SE= ELEV. p `9 I C3) 30 10 FXD 1 �1 - � �t f FOR oP�iG- � HDR) I — - - - - - - _t- - - - - L — — ! m STEP f � DETA`iLS / � BULKHEAD ABV. �I— — — — — — L- —' — , --- --- ------ --- 2x6 WALL' 2'-5 If2' 3`-6' -6' 3'-6', 2'-6" i8'-0' /I 1 0' GLG- e' GLG (FROi'I HOUSE FF) I ; i - - _ 1 NOTE r� ., CLQ 1 W.I_C. (SEE ELE VATION) LINE of / I � '� 10' GLG 3080 ORGH A ALIGN 8 HAV'G BEA-1 TO �� j' s 1 OPNC A 1 / SIDE OFICOL. USINC3 , 1 z. I ,� REQ. L. HANGER 1 1 lm GLG [L I ❑ E PER ENGINEER'S SPEG� _ c� 61 2680 m o 1 X ❑ -' co U_ SUM1"1ER �,l BATH0 z — = pBID SE I - 2x6 tlJA - a?LL QL 0 I K�T`CHEN �'W LL imam I0 cLG o _ - NUJ N OLktDOOR �� ?, 0 OPNG 1'-2" 4'-4' rcn 12 BAR,LEAF ON 36• H1G-H Revisions: Q / 3 42" �=�. i2WALL / L f VING 1 0 '�2WALL ~�I — J / j BATH = 1 �a,aoa4 U 10' GLG - r ? 1 ` s =' AUGUST 9, 2004 �} I x G-ARDEN � ++� LL m l sr� x `� TUB AUGUST 20, 2,004 10' GLG- LL_ � X/ / 22'-A' 2'-d' 6'-0" 9'-0" 1 / Z 0 / 5'-d'f 14'-10' —1 p / LLI 1 !/ 20'_6' v ,Xi ❑ _ LL 0 f NOTE 0 0 w /E/ JOS POOL14 F71 N $' I � SPA 6x6 FT NOTE 1 POS' FURR cL6 TO MATCH BULKHEAD AT COVERED LANAI I I � " 8' W. GMU 'SCREEN WALL' VERIFY DETAILS AND SPECIFICATIONS PER BUILDER i 1 I �� - 60 Ocean Boulevard, Suite I NOTE TO TRU55 F,) EekGNEfR Atlantic Beach, Florida 32.233 (904) 246-9593 ALL WALLS ARE DRAWN AT ACTUAL' NOi'f INAL WIDTHS. B 10 MAIN STAIR NOTE: (19) EQUAL_ RISERS '0 71/a"N WI (IS) 10"UJ. TREAD-5 UJ/ I" NOSING-. (TOTAL TREAD DEPTI-I = 11") Ia'-1 1/2" 2S'-1' 18'-S 1/2" 20'-2' i'-D' 1'-2" 4'-8' 4'-10 112" 3'-3 112' 2'-10" 12'-10' 2'-10' 2'-1 112' 1'-6' 2'-3' 2'-3' 1'-6" 3'-5' ATTIC STAIR NOTE: 6' 11-ill 2'-11 112' LINE OF (li) EQUAL. R15E RS 7 (9) 1616 FXD Roo= O.N. SEE ELEv. (SEE ROOF WI (1 ro) 10"W- TREADS WI i" NOSING. FOR LAYOUT PLAN) (TOTAL TREAD DER T N = 11") " 1 DIMENSIONS — 3030 FXD 3030 FXD _ C13'-ro" NDRJ (i3'-6" HDR) — SEE MAIN STA 1 fR I - I NOTE, THIS SHEET O I LINE OF AREA TA5ULATION - WALL BELOW I H- 121 U m BATH0 I II 9 GLG- r„ r 1 Ise LEVEL LIVING 2213 I �< - u4-1 12 SEE ATTIC: ST IR � 2nd LEVEL LIVING 1179 NOTE, THIS S{�EET <,I, U <Alp1 ,�� w TOTAL LIVING 3,392 2X96 WALL I - 2x6 WALL € II x ATTIC 4(,,,,9 GARAGE a50 > o Z l 112 SLP < ENTR'I POI CH 48 w �� 71 LANAE T2� _ � CLG LN � ly T-_ l 1 1 . 1 1 1 . �, �� - - — IF - - - - — ❑ H SUN DECK ATO ry o ❑ DN N ,,� `� : 2 SLP � I SUITE 2 z TOTAL LIVING 5,955 `1 GLe. € 0 L oP N PAIL 9' CLG 0 0 tz0 0 H 20'-1 112' `� -1 U 4'-5' 3'-I1" 2'-IO' la'-S' 0 11/2 WALL �� € NOTE TO TRUSS _ 7:12 SL. � 1:12 SLP G R I cL� I � cLc: �� '�� 42 H. I DESIG-NER!1! � 1 1 ��2WALL I �� ALLOW FOP 4' STEP 1 VERIFY Loc.� � -- NOTE � '� - - 'M-VJALL' DRAIN FROM JOCK 1 l4 DOWN IN FLR SYSTEM 4'-10" 8'-10" 6'-2" ROOF a SUNDEGG S I 1 f 1,45 T ER SHOWER. ,m (SEE ROOF FLAN) r I 6' € r 3010 FP 3068 I 2x8 WALL 2x8 �- �1 k 2xb UJALL V 1:12 SLP 7:12 SLP - ' q 0 GLC= I CLC3 C3) 3030 FXD - - - - - f 1 (14'-11/-2" NDP) _ _ � — `� I 1 (SEE ELEVATION FOR AQGHED J� - ��5 g' GLG WINDOW SE ABOVE) Cq x SY Q m r 11 � 3068 U- ❑ j c" 1 SUN - 0 NOTE O I RUSS C 0 8 e 47TIC DES1G-NERll! 0 I DECK 1 � � `� -4° _' ,� 0 VAULTED CLG- I01 PROVIDE 2x12 FLR J015T5 I j r n i m �' � cv (SEE ELEVATION) 1 FOR SUN DECK THAT BEAR ON 1 = 9'-7 112' 1 10'-2' 1 - O w U BEAM BELOW. BOTTOM OF TRUSS Q 2'-1" P-li" _ N ut m I SHALL BE FLUSH WITH Is LVL 1'-2" FINISHED FLOOR ELEV. `r �n 24'-1 112' CILD - LINE of o ROOF O.H. m WALL BOLO _ I = SHOL INE OF WER _ I OF'EN OPEN (SEE ROOF cn � CLG- CLG- I RAIL I RAIL PLAN) B { -1:12 SLP �:Iz sL'� 1 E 2'-7" 4'-0" 2'-0' 14'-D' L241r21 -- ------- 0 0 N Q I m I I t,f N A' 4" I0'-6 I 24'-5" 14'-6 112 15'-1 112" 9'-0' + _ r W.I.C. r 4'-10" I I5'-D" 4' iD' S'-4' 9' GLG- \ ❑ 2xb WALL I NOTE TO TRUSSJ GLG- LN _ CN BID SE_ 1 DESiGNER1!1 Z I c �, I e e 1 PROVIDE 2X12 FLR JOISTS Q GANTiLEVERED FOR EXTERIOR 0 3 I UJALK AND i 1ASTEP POeGH N .o e Revisions: X BOTTOi 1 OF FLOOR JOIST SPALL SE I _ - - N FLUSH WITH 1st LVL F=. ELEV. (10'-i�i8') - 20'-2' 1 0 3'-8' JUNE 29,2004 AUGUST 9, 2004 2060 FXD 3060 'GSM- - - - - -1 LL AUGUST 20,2004 (6'-9" HDR ABY_ Cro'-9" HDR LINE OF , N RAS ATTIC FINIS L R) ROOF O.N. ?/ -1:12 SL, -1:12 SLPNJ ATTIG FINISH FLOOR) `" -- (SEE RODE GLG- � GLG I I PLAN) LLI_ �p (SEE ELEVATION FOR ,4 GPED 0 1 1 WINDOW SET AB VIE) I U 0 u ❑ � 1 _ U emoa LU" m MAS R 5U I T I 1 0 1 � SLP CLC- FIROM 1 e U- 2nd LVL BRG € V- L NJ Cell /L42' H. / 11/2 WALL LIME OF ROOF: O.N. 20'-2" (SEE ROOF PLAN) 1 � 11-09 F7-P kr c0 I 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 i 12 4'-10" a -10" 31-611 2'-m' 3'-0' 2'-0' 3'-6' 1r2W4LL ,AND DECOR RAILING NOT 5E-10U.N FOR GLARE T-r. REFER TO SHEET 10 FOR CLARIFICATION. 12 BRC= — — — — 2nd LVL d 20'-7 ' I 0 , S i RI.iCTURAL BRAG'<ET NOTEi11 �q ALIGN BOTTOM OF BEAN THAT SUPPORTS CANTILEVERED TRUSSES 15'-1 i8' ATTIC EXTERIOR WALL BRG ,; ' WITH THE TOP OF 2nd LEVEL WALL ELEV. PLAN) ` �L INE OF — — — — — �_ i� � -- ATTIC 10'-I�iB" F F 2nd LVL IG ll'-Sia" lm i s A T i — — � — — — FF � - - — - - - - - - - - - — � � DINING- - — BRIG LLLLL — — — — — gRG 2nd LVL IO'-Iia' GARAGE BRC- - — — — — — IT na LL-1 ' W H W 0'-0" HOUSE- — — — HOUSE 0'TTga7 1111111 -m' Q - - - - - -- -1' fL -0" GARAGE COVERED LANAI ELEV. (0'-(-C')) BELOW HOUSE FF SEE FOUNDATION PLAN LEFT ELEVATION H W SET- 2020 F XD (PAINT BACK BLAG!K) (24'-4' HDR FROr-T eVIS10nS; 1 1 you EFF JUNE 29, 2004 2 Igam, — — — — — — — — — — — — — — — — FALSE DORMER 24'-7 AUGUST 9, 2004 1 1 7 AUGUST 20, 2004 SEE ROOF PLN l GABLE ROOF O.N. �,• 1'-0' 5RC 2nd LVL 20'-7' STRUC i URAL BRACKET STRUCTURAL 3R4CKET � NOTA I II ALIGN BOTTOM OF BEAT I THAT SUPPORTS C,.4NTILEVE RED TRU5-5E5 WITH THE TOP OF 2nd LEVEL WALL ELEV. LLLLUI (SEE ROOF PLAN) ll'-10" DECOR 'METAL ROOF FF — — — — — — — — — 2nd LVL BRCS 2nd LVL 10'-1III MIT - 11 ��a' !L LLLU LL _L j +- in Ln 8 LA V _ CV _LL iiLLL ILM ULLLL Lli CV LL 0'-0' HOUSE FF — — — — — — — — — — HOUSE a'-0 JF LINE OF� ENTRY FOYER ELEV. HOUeE FF (0'-(-(o')) BELOW HOUSE FIF SEE FOUNDATION PLAN F F-...O I 7 ELEV4710N _5H rW�L ZH 57ri I � I 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 1 — — — — — — — — — — — — — — — — — — — — — — TOP OF CHASE ELEV_ d 24'-10' 1 I� FA SEE IROOF PLN GABLE ROOF O.N. & 202nd LVL BRG- 12 qu N i N I NOTE I!I S T RUG T URAL BRACKET ALIGN BOTTOI"1 OF BEAM THAT SUPPORTS CANTILEVERED TRUSSES � FE EE — — — — 7- WITH THE TOP OF 2nd LEVEL. WALL ELEV. `gROD`'I 15'-ls/a" FALSE 3RG- ATTIC- iS'-i�/a' (SEE ROOF PLAN) `7� I1'-35/a" +GITGHEN 11'-5-�/a' 2nd LVL — — FF = - — FALSE BRG- __ - - - - 0❑ 0❑ �■ - - - ATTIC: - ' - r 6' A I iG 10'-li/g" lm -1/a 2nd LVL — — — BRG FF _ GARAGEI I mi , I if LLW H LANDING - �W L-------------------JV UL HOUSE 0`-0' 0'-0' HOUSE HOUSE — FF GARAGE 8'-4 1/211'-g 1/2' 23'-0 1/2' 10'-01 13'-9 1/2" z W f ELEVATION 1 /411 = 1I _ 011 H W SEE ROOF PLN ROOF PLN i -p4 GABLE ROOF O.I . eViS10ri5: SET- GSEE A3LRDOr= O.H. �,^ 1' p' BRC- 2nd LVL 20'-7 JUNE 29, 2004 AUGUST 9, 2004 STRUCTURAL BRAG: /MOTE 111 3: 12 SECTION TRUSS , CALCULATE® LU/ 2x.4 TOP CI IO D 4'_6' 2'-5 112' i I NAIL ALL ROOF SHEATHING- PER ENGINEER'S SPECIFICATIONS. 60 Ocean Boulevard, Suite I FIBERGLASS SHINGLES Atlantic Beach, Florida 32233 ROOFING OVER 3D# FELT OVER SHEATHINGX904) 24b-9593 12 OVER PRE-ENG- WD TRUSSES s24' OG a0 3 INSULATION GAFF LE BETWEEN EA TRUSS KURR CLIP e) EA TRUSS (SEE CONNECTOR GH,45ZT) (2) 2x PLATE 12 SYP _ CONTINUOUS 2x B LDC � G- ALU-IINU1M DRIP OVER Ix GREENS T IG< OVER R-30 BATT INSULATION 1x6 FASCIA OVER 2x4 SUB-FASCIA 4 TPP4I6 im 32' O.G. — 1x6 TRIM (SOFFIT) ' 3"W. CONT. SOFFIT VENT /a' GYP BR `I Ix8 'LAP JOINT' TRIM IR-11/19 BATT INSUL 3" FRIEZE BAND i 3/a' LAY R G.V. OVER GALV 1 ITL LATH OVER VAPOR BARR OVER SHEATHING OVER NOTEU! 2x SPF S T UDS @ I&' OC ALIGN BOTTOM OF BE THAT SUPPORTS CANTILEVERED TRUSSES 11i — I — 0 Il WITH THE TOS OFROOFnd LPLAN WALL ELEV_ & CTiON C NAIL ALL ROOF SHEATHING- PER 4T ENGINEER'S SPECIFIGATIONS. ( ] J R-3D BATT INSULATION F CANTILEVER 1 -6 OUTSIDE LOCATION O. -@ TRUSSES FIBERGLASS SHINGLE GREAT ROOF/ TRUSSES 1 RAFTERS IN THIS AREA PER DIMENSION ROOFING OVER 3011 FELT OVER SHEATHING- 28'-0 I/21'-6" 2V-2' 4'-0- G- W1,-6e OVER PRE-END ' TRUSSES @24" OG 12 INSULATION BAFFLE i BETWEEN EA TRUSS HURR CLIP ia EA TRUSS / (SEE CONNECTOR CHART) (2) 2x PLATE "2 SYP J CONTINUOUS 2x BLOG<ING- \ I - �r/ I / l � � ALl.1MINUI i DRIP OVER — — —— 0 y - ix4 TRIM OVER Q Ix8 FASCIA OVER I 1 L G-1'P BRD -a GLC- 2x& SUB-F-ASGIA I I 1x6 TRIM (SOFFIT) TPP4I6 v 32' O.C. 3"W. CONT. SOF=I T VENT '/z' GYP BID ' Ix8 TRIM (SOFFIT) — L R-11/19 BATT INSUL I {�� 3' FRIEZE BANDI ` I {{ a; 3%° LAYER C.V. OVER GALV MTL LATH RIDGE1 OVER VAPOR BARR IL1 I ! OvER SHEATHING- OVER �•�� l I I I �� I J ! ! 2x SPF STUDS a 16" OC 1 I Q {{ R06E INSTALL 5' 1 2" FLASHING- L I l �� OVER WATER TABLE (2') AND BEHIND STUccO (5")_ INSTALL OTHER I I RIDGE I I I WEATHERPROOFING- PER BUILD. SPECS. UNE OF 2x WATER TABLE OVER I �`� - - - I I OVERSIZE I VERIFY LOC. OF 1 I PITCH CHANGE I I CONSTRUCT RUC 'C@IG'<E i 2x4 T RIM (SEE ELEVATION FOR I 'GUTTER' 1 'IN-WAL!_' DRAIN FROM ^� LOCATION DIMENSION) I 1 — PER BUILDERS SPECS l I (SEE =0U o PLAN) 1 {{ � SHAKE SIDING � 1 II 11 I 11 OVER VAPOR BARRIER I I OVER 5HEATHING- OYER I —— r — 2x SPF STUDS 16' OG ! I i I { --- - - - - - - - - - - - - _- -- 1 I I � I 1 I Cir m 31d' TEG PLYWD — GLUED E SCREWED 1 1 OVER WD FUR SYSTEi 1 I 1 EDGE OF OR WD FLR JOISTS I I 1 I SUN DEC1< ,/ „� � z G � BRD I 1 I I j Q I RIDGE 3:12 1:12BID SET-, R-11/19 BATT INSUL 1 1 1 1 I,-6, I PITCH Tn F1TCH I I I CANTILEVER TRUSSES SHAKE SIDING- I I G] IN THIS AREA PER DNi ENSIGN OVER VAPOR BARRIERI _ I I I � I 1 Revisions: OvER SHEATHING OVER I I I 1 I 2x SPF STUDS a 16" CC; 11 I I 1 I I I = = CANTILEVER RODE 1 l I I 41-6. rn PER DETAIL JUNE 29, 2004 AUGUST 9,2004 STRAP BETWEEN FLRS I I AUGUST 20,2004 2x PLATE 12 5YP WI SIi IPSON CS-I� x44' 1 I I 1 — ——— 15) 32' OG NAIL DIRECTLY I I I I LL— -- - -- C= - ----�_-, TO STUDS WI (Ii) 10d GOi[ I I I ' I I q AT 15t LEVEL a (I1) 10d 00`11 AT 2nd LEVEL 1 1 I 1 (ALIG-N STUDS / SEE 1 I J CONNECTOR CHART) I (2) 2x PLATE #2 SYP I I 1 1 1 -- ---- -- - ya 5/0' GYP BRD 1 1 I — -- ------- - ---J 1 i2 GE , BRD 1 R-11119 BATT INSUL 1 1 I � NQ��I I I I i � r { I I ALIGN BOTTOM OF BEAM THAT SUPPORTS CANTILEVERED TRUSSES 1 I l l PT 2x PLATE WI I I WITH THE TOP OF 2nd LEVEL WALL ELEV. 1i2'XIO' ANCHOR �— I I I ! (SEE ROOF PLAN) I I BOLTS AT 32" OC I RIDGE WI 2'>✓x��s" PL WSHIRS HORZ. LAP SIDING T1— I TFf=4/ro AT 32' OG — � -D' 6, RIDGE L _ NOTE DESIGN TRUS DMSOP-HIS AREA ��{ - (1) #4 ROD CONT GRADE REQ ONLY AT (4) ' Q BL1< COURSES and ABV -'C SINGLE COAT PLASTER , (1) 1114 ROD VERT VENEER WI SAND FINISH! _ yV AT 48" OC WI MNI I 1 6" HOOK INTO FTG z — & 12" HOOK INTO SLAB NOTE DONS T RUGT ALL GABLE O.N. _ SEE FOUNDATION SER T�-4ESE DIMENSIONS UNLESS NOTE SHEET - SEE FOUNDATION 61 OTHER.UISE NOTED ON FLAN OR BY BUILDER SHEET s �` NOTE (2) *5's CONT ADD (1) *5 ROD AT -Z NOTEW TWO STORY CONDITIONS 20' 1'-0" 6• ALIGN BOTTOi"I OF BEAM THAT 6' -D SUPPORTS CANTILEVERED TRUSSES WITH THE TOP OF 2nd LEVEL WALL ELEV. 41_00 20'-2' 4'-D" 1'-6' (SEE ROOF PLAN) I T�'-F_ WALL SC7 1 ON � II � 1 = 011 I N. CANTILEVER TRUSSES CANTILEVER TRUSSES IN THIS AREA PER DIMENSION IN TH15AREA PER DIMENSION I 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 ELECTRICAL 3"5005 a PPONE (b G.F.I. 110 OUTLET WI NOTE 111 GROUND FAULT KITCHEN DESIG=N B-' OTHERS. VERIFI' PROVIDE ELEC.C TV GABLE OUTLET INTERRUPTER PL.UIMBING- A ELEG. LINDER LANDING iY (3) 3 STD ROUGH-IN CEILING LIGHT SWITCH wP -FI J i r — J L — G�I I Tv I _ II REG. E-[ EBALL LT. ° DIMMER SWITG1L4 CAM E � 1 'C.GAN LT. TH 'E-WA 5WITG!-4 — LII I I i —17 Il - RE $3 Rc I I I I I I I —F LR. RECEPT. I '� L — L u I 1 1 j (LOC. T.BD.) \ r T WALL MOUNT LT. S d FOUR-WAS SWITCH -FI -FII I I � LU DBL. FLOOD LT. 110 OUTLET 1 BRAGE 8 PRE-WIRE� I I II I FANLT W I I � seAc ay ,i RE-wI;ZE LT FAN/LT. COMBO 220 OUTLET (Z Q SD 1 I 1 EXH.FAN SPLIT REGEPT. E I O SD I I I I I V1 � o DISPOSAL UR � WEATHER PROOF OUTLET I n CsFI G-Fi I H Gn. GARAGE DOOR OPNR I I I I O FLOOR OUTLET GLC$. LT. WI BRAGE I F.P. I jREWIR` FOR FAN 1 3 3 I Ir E2 �-T� ED SEGURIT PAD GD �D 3 F140NE w - - - - CABLE + r li1P LLI � � Z w t CEILING- F_E.2 w Q- �� SUSPENDED U ELECTfRICAL NOTE ' + � � BRACE A PRE-WIRE F.P. FAN I LT I ALL LUORIG SHALL BE IN CONFOR1-1ANCE WITI4 TN=" NATIONAL ELECTRIC CODE. (CURRENT EDITION GD PHCNE 2. LOCATE ALL ROUG--H- 1N BOXES SUCH THATH WHEN - - - - - - - - - - - - - - - - - - - - - - - DEVICE COVER PLATES ARE INSTALLED TINE" _ , ' FAN LT WILL CLEAR ALL TFIR f B1' 1 INCH_ (MIN.) ,-'-- 3_ PROVIDE D1 ' i'IER SUJITC;k IES FOe ALL CHANDELIER t RECESSED LIGHT iIXTURE5 AS SHOWN ON DRAUJINGS. {� I D ED 1 4. PRE-WIRE FOR TELEPHONE E T.V. I TER1-1JNAT1NG AT BACKBOARD LOCATED IN GARAGE. GD I BID SE1 I wP I MOTE 111 5. PRE-WIRE FOR SECURI T'*i' SYSTEI I. I I VERIF't' ALL POOL 4 DEC,< � TV j SURROUND ELECTRICAL ROUGH-IN I � PER BUILDER`S SPECIFICATIONS z "'M`-` evIS10175: IRR C=1c= JUNE 29, 2004 ALL LIGHT FIXTURES SHALL BE LAI-IPY E ED BELCTRICAL - - - - - — — — — — - Jtu � 'L S© AUGUST 9,2004 SUBCONTRACTORS. IA � AUGUST 20,2004 GF I w 7_ ALL PANELS SHALL HAVE TYPED INDEXES IDENTFWING IwP 5R4cE PSE-WIRE ALL CIRGUIT5. I FAN LT I I (5. PROVIDE ADDITIONAL SERVICE 4 SPARE ELECTRICAL CAPACITY iOR SPA 4 5WIT (MING FOOL. I I A I 9_ UNLESS SPECIFICALLY NOTED OTHERWISE, ALL DUPLEX I RECEPTACLES SHALL BE MOUNTED AT 118"Air, SWITCHES AT I ,48" AFF AND #1" 0"11N.) ABOVE COUNTER SPLASH U.N.O. AT - - - - - - coUN T E R5. I 111U111121mill, 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 ELECTRICAL 5� 5OL5 a PSE (� Cz�.1. 110 OUTLET WI GROUND FAULT CABU TV GABLE OUTLET INTERRUPTER I V (3) 3 STD CEILING LIGHT 5WITCH. (�N 1 1 I I! REG. EYEBALL LT. D DIMMER 5Wi T CSI J I -67 REG. CAN LT. $ THREE-WAY 5WITCH I3 [ I f WALL MOUNT LT. $a FOUR-WAY SWITCH II II II H DBL. FLOOD LT_ � 110 OUTLET I I I TV II ICAME f FANILT. COMBO � 220 OUTLET EX?4. FAN 46 PL 5IT REGEPT. SEE Ist LVL ELEG_ PLAN - - - - - - - - - - - Aa. FOR GREAT F.M LAYOUT I o W o DI5P05AL WEATHER PROOF OUTLET — — — — 5D GARAGE DOOR OPNF-- F T w BRACE A PRE-WERE t'@ FLOOR QUTLET GLG. LT. W/ BRACE SD FAN 1 LT I PREWIRE FOR FAN I Z i5ECURITY PAD I I I I I I WP FAN / LT I w I I I f I i ELEECTfRCCAL N07 S : I I 1. ALL WORK SHALL BE IN CONFOR1, 1ANCE WITH THE i I NATIONAL ELECTRIC CODE. (CURRENT EDITION) I 2. LOCATE ALL ROUGH—IN BOXES SUCH THAT WHEN DEVICE COVER PLATES 4RE INSTALLED THE;' I I I I WILL CLEAR ALL TRIM BY i INCH. (I''1IN.) I I I 3. PROVIDE DIii' iI ER SWITCHES FOR ALL CHANDELIER I I 4 REGE"55ED LIG=HT FIXTURES AS SHOWN ON D;,RAWING-S. I 1 f d_ PRE-WIRE FOR TELEPHONE 4 T_V. 1 TER, ' - AT I I SAO GFI 5AG'<50,411RD LOCATED IN GARAG-E. - 1BID SE f I , rAA 1 5. PRE-Wf RE FOR SECURIT"1' SYSTEi'1. i I I I I 6. ALL LIG-HT FIXTUPES SHALL BE LAPPED 5Y ELECTRICAL — _ _ 1 p JUINE 29,2004 SUBCONTRACTORS. I I —!I. I AUGUST 9, 2004 AUGUST 20, 2004 1. ALL PANELS SHALL HAVE TYPED INDEXES IDENTIFYING- ALL CIRCUITS. I Itu I BRACE d PRELT-I.UIRE I FAN 1 I 8. PROVIDE ADDITIONAL SERVICE 4 SPARE ELECTRICAL I I CAFDAG I T 1' FOR SPA 8 6011"f I ING- POOL. 1 I 1 I S. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL DUPLEX RECEPTAGLES SHALL BE MOUNTED AT +10"AI=F, SWITCHES AT -4a" AFF AND +1" (i"f IN.) ABOVE COUNTER SPLASH U.N.O. AT - Q-V A COUNTERS. I I � 60 Ocean Boulevard, Suite I Atlantic Beach, Florida 32233 (904) 246-9593 C: LINE OF DORMER— — — 12 BRC= �- - - - - FALSE DORMER 24'-7' 1 l� 3 BRG 2nd LVL 20'-�° 12 VERIFY DETAILS ¢ 5PEC'S FDR STEEL DECOR ENTRY ROOF �9 MASTER PER BUILDERS SPECS. CIA W,4TER CLOSET i��a' ATTIC EXTERIOR WALL - - - BRC _ 12 III f III LL ATT i C III I ' BRC; — — — DECOR METAL ROOF 11'-10" lm'-lz�s• ATTIC FF r -� LiLL LtL �m SEE FRONT ELEVATION - FOR DECOR STEEL HEADER KITCHEN N RADIUS {NFOR"IAT{ON a� 3-GAR H r-:;ARAGF Oil W 11 1 1 1 1 1 11 111711 111111 111 HOUSE FF HOUSE O'-O' �--i O'-m' HOUSE _ _ _ - - - LA qu 7/1 NAI 1 EXTERfO>e LIVING- pffim,�FE/l/m _ e4RAG-E EQ_ SEE FIRST LVL FLR PLN EQ. II I _ 011 SECT f ON AI lI 1 ua SET- Revisions: SEE ROOF F'LN JUNE 29, 2004 C=ABLE ROOF O.N. AUGUST 9, 2004 AUGUST 20, 2004 B� — — — — — — — — — — 2rd LVL 2m'-1' STRUCTURAL BRACKET �- DECOR RAIL NOTE E 11 �2 (PER CURRENT CODE) AL[r--N BOTTOM OF BEAM T1-IAT ` SUPPORT5 CANTILEVERED TRU55E5 l5'-1i8' ATTIC EXTERIOR WALL — — — BRC WITH THE TOP OF 2nd LEVEL WALL ELEV. (SEE ROOF PLAN) La 2nd LVL BRCS — — — — 2nd LVL 10'4iB' Li 0. LLLLir �n STUD BEYOND 42' VENTLESS OPEN FLUELESS UNDER m'-m' HDUSE STA1R HOUSE FF U — — — — — — — — — HOUSE m'-m" L:1 I I I I I I I I LLLLI NOTE-111 TOP OF BEAi1 1 S14ALL BE FLUSH WITH TOP OF 1st LVL FF. (1O'-11/8") 'BOX OUT' BEAM PER ` BEAM DEPTH DIM- 1 /4 11 = 11 - 011 li