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12th Street 315 (orig submitted as 321) IG5'-O" O WELL PROPERTY LINE 12"PALM 13'OAK 13"PALM 25"OAK EXISTING FENCE 191-091 1- O 26"OAK _ EXISTING FENCE 1111111111111111111-F 1111 T t\ 1 BUILDING SET-BACK LINE 1 2'-7 3/4" 9 1 O /4" Raw&= a _ U = _ IFR ❑❑ ❑❑ ❑❑ ❑❑ - _1 0 • ue er esi ence 5'-4 112" 24"OAK I mTit 321 12th Street 2'-10 112" Atlantic Beach Florida 32233 m _I � �r m CONIC NEW TWO STORY ADJACENT HOUSE O ONCPAD E , 4,. `S RE51 DENCE ' QUIP ENT o ar_• w z LY � _ O 5'-0" , WATE OFTEN LO L4 - LEGAL DESCRIPTION - _ BUILDIN 3LOCK 1, A5 SHOWN ON MAP OF 5ELVA MARINA UNIT NO. I A5 RECORDED IN PLAT BOOK 23, PAGE 4, OF THE CURRENT PUBLIC RECORDS OF WOO 5ET-BACK AND BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS: FOR A POINT FO BEGINNING, COMMENCE AT THE SOUTHEASTERLY CORNER OF SAID FENCE X47 LI E D G SITUATE IN THE CURVED NORTHERLY RIGHT OF WAY LINE OF 12TH STREET. (A 60 FOOT RIGHT OF WAY AS NOW ESTABLISHED). SAID CURVED 4 w aY LINE BEING CONCAVE NORTHWE5TERLY, LEADING SOUTHWESTERLY AND HAVING A RADIUS OF 924.92 FEET; FROM THE POINT OF BEGINNING — E SOUTHWESTERLY ALONG AND AROUND SAID CURVED RIGHT OF WAY LINE, AN ARC DISTANCE OF 75.02 FEET;SAID ARC BEING SUBTENDED BY O t` V 15TANCE FO 50URTH 78°1914 I"WEST, 75.00 FEET;THENCE NORTH 06°15'23"WEST, DEPARTING SAID CURVED RIGHT OF WAY LINE,A DISTANCE ' LOz L9 WOO O— NORTH 01'08'54"WEST, A DISTANCE OF 107.40 FET;TO A POINT SITUATE ON THE LINE DIVIDING SAID LOT 25 AND LOT 26, BLOCK 1, OF SAID m DEC EEEEqv 1;THENCE NORTH 83°42X0)"EA5T ALONG SAID DIVING LINE, A DISTANCE OF 65.00 FEET TO A POINT ON THE LINE DIVING SAID LOT 25 AND 24, SAWCUT AARINA UNIT NO. I SAID POINT AL50 BEING THE NORTHEASTERLY CORNER OF SAID LOT 25;THENCE SOUTH 06`18'00'EA5T,ALONG LAST SAID kNCE OF 135.00 FEET TO A POINT SITUATE IN SAID CURVED NORTHERLY RIGHT OF WAY LINE OF 12TH STREET AND THE POINT OF BEGINNING. POINT OF REFERENCE FOR DIMENSIONS LOCATING HOUSE ON 51TE-OUTSIDE WOO UTDOOR FACE OF FOUNDATION WALL FENCE SHOWER 15'-0 /8" 47'-2 1/211 14'-1 3/4" IF 1111 11 - BUILDING DATA — FINIS R _ �� LELEVATIt 12.5' � METER if OF PROPERTY: ENCLOSED CONDITIONED SPACE: 3,768 G5F �t i ;lantic Beach, FL 32233 COVERED UNCONDITIONED SPACE: I,I I I G5F 5'-O" c9 TOTAL NUMBER OF STORIES: 2 STORIES ONC E DRIVE s1l I CML If Ill]11111 1111111ITTFLURTIT111111 BUILDING HEIGHT: 30"-4"(ABOVE AVERAGE GRADE) WITH RICK IFICATION: R-3 BO ER 15'-7 114" BRICK _,— I5TING FE E: TYPE 5-5 B ILDING BORDER -BA K LINE UILE ING w 5F-T-E ACK LINE - GENERAL NOTES - m � w _o :ON5TRUCTED IN ACCORDANCE WITH CURRENT GOVERNING CODES INCLUDING THE 2007 FLORIDA BUILDING CODE,THE 2005 NATIONAL BUILDING 0 '2004 FLORIDA FIRE PREVENTION CODE, AND THE COAB CODE OF ORDINANCES. SET-BACK LINE - 8'-1 5/8" Q - ATED WITH ICYNENE FOAM IN5ULATION,THEREFORE NO VENTING 15 REQUIRED. lu ~ — 'NG SHALL BE IN ACCORDANCE WITH 2005 NEC. PROVIDE ARC-FAULT AT ALL BEDROOMS PER ARTICLE 210-12. 25'- 112" 22'-2 3/4" Z u d �I °- w Q O D } w z lu J - INDEX OF DRAWINGS - a w - ILL _z u- cL 'ER SHEET INDEX OF DRAWINGS J m PLAN A-8. I 5PECIFICATION5 T FLOOR PLAN A-8.2 SPECIFICATIONS O DND FLOOR PLAN E-I . I FIRST AND SECOND FLOOR POWER PLANS RICK ELEVATIONS E-2. 1 FIRST AND SECOND FLOOR ELECTRICAL PLANS RIOK ELEVATIONS SAW TIN +/ 4'x 4' AREAS DING 5ECTION5 5-1 . 1 GENERAL STRUCTURAL NOTES DING SECTIONS 5-1 .2 FOUNDATION * GROUND FLOOR FRAMING PLAN URGED BUILDING SECTIONS 5-1 .3 FIRST FLOOR TIE DOWN/5ECOND FLOOR FRAMING PLAN PROPERTY LINE URGED BUILDING SECTIONS 5-1 .4 CEILING J015T FRAMING PLAN URGED BUILDING SECTIONS 5-1 .5 SECOND FLOOR TIE DOWN/ROOF FRAMING PLAN )OW* DOOR SCHEDULE DETAILS 5-1 .6 GROUND FLOOR FRAMING LAYOUT PLAN 75'-0" THING DETAILS 5-1 .7 SECOND FLOOR FRAMING LAYOUT PLAN WATER RIOR ELEVATIONS 5-1 .8 CEILING JOIST FRAMING LAYOUT PLAN MAIN RIOR ELEVATIONS 5-1 .9 ROOF FRAMING LAYOUT PLAN RIOR ELEVATIONS 5-1 . 10 CEILING J015T 4- ROOF FRAMING LAYOUT PLAN RIOR ELEVATIONS 5-5.0 FOUNDATION DETAILS IMPERVIOUS SURF ALLOWED 50%MAX O RIOR ELEVATIONS 5-5. 1 FOUNDATION DETAILS #TYPICAL CMU DETAILS AREA CALCULATED FROM DEED DE5CRI RIOR ELEVATIONS 5-6.0 TYPICAL WALL DETAILS EXISTING BUILDINGS 4-HARD5CAPE 5URJ RIOR ELEVATIONS 5-G. 1 TYPICAL WALL DETAILS JK PROPOSED BUILDINGS= 5-6.2 TYPICAL WALL DETAILS 1 PROPOSED DRIVES,WALK5 4 TERRACES 12TH STREET TOTAL COVERAGE _ PRO, Cr 60'RIGHT-OF-WAY NET GAIN = SITE PLAN SCALE: 1/8" = 1'-0" _. S FILE COPY a A3.1 "',VA-2.2 I'-5 112" A3.2 2'-4 7/8" 3'-3 7/8' 3'-3 7/8" 2'-4 7/8" 2'-2" - 01/4" A CA A H.B Li >/ f o 3 A3.2 INOTE: ELEV. O WATERT BLEBRICK u 5LATE� 5 P VARIES CURB TO REMAI CONS ANT AOUND 4"STEP PORCH. SLATE LOOR S ALL SLOPE N I/87FT. TOWARD STEPS W BACK m BRE KFA5T o — PORCH N 07 105 — 5'-4 112" 114 3'-4 1/4" 2'-0 1 11 5-3 1/4" GAS LINE 4' CA%A1 P E FOR GRILL - IeL�N - N ---------- -------------- i ----------- - ----------- H.B. O1 11'-1 5/8" 10'-7 3/8" `t BRICK — WATERTABLE 2 I KIT HEN m A3.2 -7.1 1 G A UPPER 9C I I5 STONE G, BRICK VENEER CABINETS HEARTH 8 -7.1 6 i 1 1 2'-5 112" CD s FAMILY Q Z ru l pr IN A4. El CO2 ROOM 4" CONCRETE N (no ! - - B �:..� :.::• � I LL � _I�J a� CDSLA ----- I05 1 4"CONCRETE 4"S P I G� - SEP RAE FRESH All UTILITY SLAB INTA T ASH DUM I I 3 5'-4" I I GAS \_811CMU 111 STARTER _ 3'-0 5 " _ ,1 11 G'-4 3/8" 7" 4'-2" 7" 4'-2 5/8" 4'-3 112" UN I _ , 5TORAGE-2 �_ I` I 11 5'-10 5/8" 1 1'-G 7/8" -0" 1/ w A 1 1 3 LnI UNFACED SOUND N O I BATT INSULATION REFRIG. AROUND ALL N C C10 BATHROOM WALLS ------- ------- U � N — 000ab aoaa0000aaaaaaooao aaaoa 11 \\ n I - 5-9 3/4 I(� 3/ 108 _ 1 4'-2 112" 2 ___.-------____-- i HVAC DUCTWORK I � ! E ap i i I ETRE 5 14 SE , , , ' I I09 � � i i , , , @167/,�� WATER FROM BELOW TO I ! 7.1 , MUD 07 � ' U 2 � SOFTENER SERVE KITCHEN � THROUGH SOFFIT !3 ' ' ' 1' ' ' ' ' ' - ' ' " 11 A3.1 m 106 R> 0 3 1i. 1 1 18 1 I 4-3 I/2 1 11 11 1 11 11 8 -71 P NoR I I; M CHANICAL FENCE--/ - 2 "ST 1 0 UP 1 9 p P 9 -7.1 102 COA S HVAC o 104 ---- 4 REAS RI-77 I ERS @ 6" O 1031 -- -------------------------- V2m -_ - - 2'-7 1 3 L/2" - 3 � A3.1 A3.2 ROOF BELOW SHED ROOF BELOW 39'-0 1/2" 4'-0 112" 4'-1 1" 13'-3" I G-4 112" 5 021 ol ie_ I' 5 1/2"-8 112" 4'-1 O 3/4" 2'-4 112" 3'-1 3/4" 3--1 3/4' 7 1/4" 710, 5 112" 3 12" DF F DL L DL N COUNTERTOP N O - SEAT C11-32 2X6 s m k 11 -7.2 6 BEARING WALL A( A3.2 5 �D O_ -7.2 I O El BUILT-IN 3'-5 5/8" SHELVING N 206 4 -7.2 2 3'-0 5/8" , N GLA55 1 33P 5-3 112" 3 SHOWER DOOR* m M TER 2-4" MASTER N ENCLOSURE 05ET G-4 1/8" BEDROOM ROOF BELOW I 204 202 4 -7.2 z 204 O 3 M. BATH 20� zo5 5 DRESSING 203 ;rte SHED ROOF e -7.2 s 203 2'-0" v\ BELOW� _ 7 -G I/4" 131-3" 0S-5 1/4" I G-4 112" (V m I N 2 X G I BOOKSHELVES, 5EE INTERIOR ELEV. i ' BEARING I I I I I I I 4 -7.2 2 N N G WALL STAI RH ALL I I � iI I � I 1 ITEA � �S il4 SRS �7/ I I I O C A 3.1 O N O 20 1 LANDING 1 P-7 1/4" 10-4 3/4" DN LADDER I ' SITTING I J 'A AD G ;sE 5 ' G7J Yl ROOM GLASS SH R N PAN BELOW ATER.HEATERS Li •O OOOS RE 20G W/DRAIN HW 207 C-7,12 ALARMSOFFICE 201 N BATH ROOM #3 • 1/2' 3'-10 112" -4 1120 4'-1 3/4" 2'-8 112" 2'- I/2" 4'-O" m 4 -7.2 2 112 lD 208 1 I 3 0 UF I -7.2 HW 13 C07 = 11 NO 15-10" 4'-) 1" 4'-0" 9'-113/4" G'-13/4" NmN ---- - -- --- - - -.-------- •t PAINTEDWD. SHELF—� - n co 212 SHELF O FRAME FOR FUTURE (M S.S. ROD, TYP. o ROD DOOR V�/ I III 209 a 216 ' II 4'-0 112" 7'-G 3/4" 3'-1 O 112" - ------ 1 21 " C08 1 m TI LITY 210 A3.1 ; �E Ln I BATH #21 214 1 I 211 BEDROOM #3N II NDRY OF BEDROOM #2 207 209 v' '-4 1 FLOOR DRAIN p vJ IN PAN BELOW W 2 10 0 211 W HER/DRYER co O 4 -7.2 2 G I I 7 O• to 3 Ln9 -7.2 7 D 14 -7.2 12 1 8 13 _ - = 9 or iV -- Ln 1 VENT -' DRYER C? SHED ROOF NOT:: LA NDRY ROOM TO m BELOW HM E WATf RPROOF CURB- -- _ FL OR OPES TO DRAIN K lO m G'-8 3/4" 1 1'-0 1/4" G-9 112" 3'-5 1/41' 1 P-3 112" GABLE EN 15-7 3/4 8-10 3/4 f KO BELOW 1 All-4 3/4 51-93/411 5 1 2 EXTERIOR 24'-G 112" 22'-8" 47-2 112" 3 NA3.1 A3.2 SECOND FLOOR PLAN GUTTER DOWNSPOUT, FIELD VERIFY EXACT LOCATION Ll SLOPE: 9:12 SHED ROOF SLOPE: 3:12 SLOPE: 9:12 i SHED ROOF j SLOPE: 9:12 SHED ROOF SLOPE: 3:12 i SLOPE: 5:12 f DOWNSPOUT/RAINCHAIN, ! CRICKET FIELD VERIFY EXACT LOCATION --- i i GUTTER I I SLOPE: 4:12 -f- i SHED ROOF DOWNSPOUT ONTO SHED ROOF LOWER ROOF, FIELD GUTTER -" VERIFY EXACT LOCATION SLOPE: 4:12 I I I WALL BELOW i i j I i /5L 2 SLOPE: 9:12 1 � /SLOPE: 9:12 SLOPE: 9:12 SLOPE: 9:12 1 - - SLOPE: 9:12 1 SLOPE: 9:12 SLOPE: 9:12 SHED ROOF �- --------------------------------------------------------- SLOPE: 9:12 ROOF FRAMING PLAN P.T. WOOD DECORATIVE GABLE ROOF CAP 12 a9 CERTI-CUT FANCY-BUTT RED CEDAR 5HINGLE5 - DIAMOND 3 3 _-- 5HAPE W/ 7 1/2" f_XP05UREA-4.2 A-3.2 A-3.1 - ARCHITECTURAL FIBERGLA55 WOOD DECORATIVE SHINGLES,TYP. GABLE ROOF CAP _ - _ _ FANCY-BUTT P.T. RED I50KERN BRICK VENEER CEDAR SHINGLES- FIREPLACE DIAMOND SHAPE W/7 12 1/2"EXPOSURE 9 ARMOR SCREEN ROMMET SERIES HURRI ANE PROTECTION - - - - - - DGE HING E 12 OV R OVAL WINDOW 7" EXPOSURE 9'-O"CEILING - _ -- 9 G'-4" K _ AZEK 8• TRIM O _ _ CEDAR BRACKETS, SEE SHEET 1 1 7_ _T_ _ - A-4.2 PELLA ARCHITECT SERIES CLAD WINDOWS T SUB-FL- SECOND F P.T. RED CEDAR SHINGLESN (NATURAL FINISH) 7"EXPOSURE ----- ------- - ------------------------- T. SUB-FL-SECOND F I 4 AZEK TRIM 7'-8 7/8" - OUTDOOR SHOWER 10, - ENCLOSURE _L__-_ PERMACA5T SMOOTH ap 3/ _---- SQUARE COLUMN L I j [___1 r Lf) 1 --- PERMA PORCH RAILING ROU H NTNG N \ O BY HBG. PICKETS I I/2" DOW CEDAR BRACKETS, CLO RESE COLLE ION - SQUARE. SAVANNAH PAINTED GARAGEDOOR LOCK OD 1 ---_ TOP RAIL WITH WOOD -_-_ INSERT. 5UB-FLOOR- L-A _ FIRST FLOOR ___ A-5.1 � --- SUB-FLOOR- I T-L-FLI I ------------- E El GARAGE FLOOR - - - - - - - I ,- ___ - -- ------ ---- -- ___ IN. GRADE DETAIL GABLE - ° LEI - - -- - 0 BRICK BASE WATERTABLE 1 3/4" = 1 '-011 1 FRONT ELEVATION A2.1 1 /4'1 = 1 1_01 1 A-4.2 1 2 ----- 1 -- ---- -- A-3.2 ARCHITECTURAL FIBERGLASS -- _ - 5HINGLE5,TYP. --.-- -- 15OKERN BRI K VENEER FIREPLACE NOTE: FOR WINDOW INSTALLTION DIMENSIONS AT WINDOWS ARE FROM 12 - -- - TOP OF SUBFLOOR TO TOP OF ROUGH 9 ARMOR SCREEN GROMMET SERIES FRAMING @ SILL. ALL WINDOWS AT FI RST HURRICANE PROTECTION OVER OVAL WINDOW FLOOR THAT TIE INTO BANDING 5HALL2 - - (24 9 ALIGN AT THE HEAD f - - G - i1L IT-4 r T T. 5UB-FL-SECOND FLOOR- UPPER - T - -- --------- ----- ------ --- ---------- ------------ --- ---- -- - -- -- - -- ----- ------------------------------ - - -- - - - - -- -- - - -- ------- ---- - - --------- ---- ------- -- t - - - - ---------- - - -- - - - -- -- _ EL. +I P-G" - T. 5UB_-FL-SECOND FLOOR- LOWER -- -- -- - -- - - 1 .- L -1 1 - T - - EL. +10'-0" -� 1 TI - - Y -- ion _ PERMACA5T SMOOTH �j i T SQUARE COLUMN 1 T - f I I -- PERMA PORCH RAILING BY HBG. PICKETS I 112" T�I i � � �T L.�_L_ s, ' I � !� }'L ��_ SQUARE. SAVANNAH -I A j r T A j T A = - - A TOP RAIL WITH WOOD L =� 1 = O -� _��. J O O _ ----- INSERT. r fJT� T �T ? 1T1 TIn ,--I -. I �-_- �;_J.I ��1__L�L_1 1-�--�-T1Tl -L SUB-FLOOR- FIRST FLOOR 1 _ -- - -- - - ---------------------------------------- -- ----------------- ------ - ------------ -------- EL. +0`-O" = - - VBRICK BASE 2 SIDE ELEVATION A2.1 1 /411 = 1 '-011 - WOOD DECORATIVE GABLE ROOF CAP r3 A-3.2 FANCY-BUTT P.T. RED CEDAR A-3.1 ARCHITECTURAL FIBERGLASS 5HINGLE5 -DIAMOND SHAPE - W/7 I/2" EXPOSURE SHINGLES, TYP. -—_ 12 - Q9 f AZEK 12 X X TRIM CEILING------------------------------------------------- — 0 EL. +20-5-3/8" __-- - b i - - 3 1 F F 15OKERN BP ,ICK -- - I4-41 4 r ---------- T. SUB_-FL-SECOND FLOOR_UPPER ---- —-- -------------------------------- ----------------------------------------------------------------------------N ------- T. 5UB_-FL-SECOND FLOOR_ LOWER - - — ---- - --- ----- - ------------------------------- EL. +10'-0" - _ n _ 1 a124 PRE PAINTED WHITE —_ ^7 ALUMINUM GUTTER 1 T - RAIN CHAIN -- 5 We E -- _ P.T. WOOD BRACKET _= jl i Lr � � I A UM qum - - _ HND AIL TIT -= - T 1 - WOOD SHINGLED SUB-FLOOR- FIR5T FLOOR - - ---- -- -- ------------------ ------------------ ------------------ - ----- --- ---- ---- -- - -� SHOWER ENCLOSURE EL. +O'-0" -- --- _ FIBERGLASS 50LID CORE BRICK BA5E EXTERIOR DOOR 1 BACK ELEVATION A2.2 1 4.. - 1 1.011 2 --- _— 2 Yo ARCHITECTURALFIBERGLA55 ------ 5HINGLE5,TYP. DECORATIVE GABLE PEAK 5 12 D ��- NOTE: ALL DIMENSIONS �` 129 AT WINDOWS ARE FROM �ELC+I+123 UNG J9 �4 4 SUBFLOOR TO TOP OF PRE- INTED WHITE ALL AINUM ROUGH FRAMING @ SILL 3 -r Gi TTER4 O POUT A-3.2 - -- -i- - 1 E _ FT] lEl O O4 �I 1 �• 11=1-11 G O O L T. SUB-FL-SECOND FLOOR_UPPER ---- ----- _ --- - - --------- ----- ---------------------- T. SUB_-FL=SECOND FLOOR--LOWER ------------ ------------------------- ------------------------------------------------------------- --- ---- ---�- - - - --- -I--- -- --- ---i- --------------------------------------- ----------- ------------------- - -- - - ---- -- -- - -- - -- -- - -- ---- _- --- - - --- -- r J > EL. +I O'-O" I )� O I GUTTER 10 fi- - 1 T L r -�- - 1 - T i 1 z � fi 1 T Ll CEDAR W O 4 1rLT= TT_ iii' Lam + L i l- T TLl-� C BRACKET , PAINTED LL_ L � LLI L - 1 , � -f i T� _1 L� i � �_ - .I-��-L-�-1 1 � r_+j_ I _ �_ r. - T �. 1 1 __ _______________ ----------- f _________ I I -IL I __�_SUB_FLOOR- FIRST FLOOR_ - EL.+0-0' _ -- r T Ti L_�L �, r - - - - __ -- - ---- - -1 J- L L �1 L- - - i- - IV 1 I L1 A K A ACE55 DOOR TO CRAWL BRICK BA5E 4 WATERTABLE FIBERGLASS SOLID CORE BRONZE ANODIZED ALUMINUM SPACE. DOOR FABRICATED EXTERIOR DOOR LOUVERED AIR VENTS TO FROM MARINE GRADE OUTSIDE FROM GARAGE PLYWOOD (INTERIOR WHITE ALUMINUM) 2 SIDE ELEVATION A2.2 1 /411 - 1 ._0.. ----- --- 2 A4.1 L= ---- -------------—------ TOP Of ROPE Irk - EL. +2747 N-/ ------------------------------------------------------------------------------------------------------------------------------------------------------ N ------------------- AHU 12 A-4.1 5/8" PLYWOOD --5/8"NPL�WOOD 9 9'BOTT. TPIU55 MECHANICALJ EL. +20-0 INV 12 EQUIPMENT- NOTE: 30"5Q. CLEAR SPACE ----------- REQUIRED IN FRONT L +191-01, OF EQUIPMENT FOR G-4" PLATE-11 1 11 SERVICING. EXACT EL. + LOCATION TO BE FIELD STAIR DET. BY MECHANICAL IOW ASSEMBLY BEDROOM CONTRACTOR. #2 SITTING ROOM I L T. 5 U5-FL-SECOND T. SUB-FL-SECOND FLOOR- UPPER ---------444444 - -EL. +I IG" EL. +I I' G" T. SUB-FL-SECOND FLOOR LOWER EL. +10-0" J WALLS R-19 UNFACED 15 NTT INSULATION (ABOVE UNCONE'IT IONED GARAGE) TYPE"X" DRYWALL souD BA INSULATION T1 7 POWDER F__ COAT DINING HALL HALL �j MECHANICAL CLOSET 7-- - Ploom Room a L? GARAGE FZ WOOD RAIL 4 Ul /-COAT LOWER 18"Of PLYWOOD S I PICKETS E � SHEATHING AND ALL WINDOW,* 0 u DOOR ROUGH OPENINGS WITH VULKEM, TYP. COAT LOWER 18"Of LAWITH VULKEM, TYP. --------------------------------------- 5U5-fLOOP, 4"SLAB ON N N EL. +0' % P.T. WOOD (ALL WOOD IN CONTACT`� COMPACTED FILL P.T. WOOD OPEN c\j WITH CONCRETE SHALL BE P.T., APPROX. APPROXIMATE FINISH E GRADE UNLESS OTHERWISE SPECIFIED) FIN15H GRAD R" -'/RPON, WNW- NIX/ ----------------------------------------------------- - ----------------------------------------------- --------------------- @ SLAB 2_ BUILDING SECTION 1 BUILDING SECTION 3.1 1/4"= P-0' _ TECTURAL 3LA55 5HIINGLE5 I 2x BLOCKING INYER SELF-ADHERED MEMBRANE LlrwooD 2 12 PL AFTER 91 5/8 PLYWOOD rwool) 12 :'RE-PAINTED WHITE 5/8" PLYWOOD 9 ALUMINUM DRIP EDGE CEILING ------------------ 15 6-3 7/5"TOP PLATE ol --- EL. +17-10-5 TOP PLATE _\__i7_x_G—T*GCEI—LING -1MASTER r_- SSER F DING CL05ffr (n TT__ Q p SITTING I m Z Ploom U- L--- T. SUB-FL-5ECOND FLOOR UPPER EL. +I P-G' FULL BLOCKING AT WALLS T. I I 5UB-FL-SECOND FLOOR-LOWER N EL. +10'-0* 12 ps ps N N .CHITECTURAL 9 5FRGLA55 5HIINGLE5 1124 PLYWOOD BEHIND 112" DRYWALL FOR HANGING CABINETS INT. 2x BLOCKING FL J II i" PLYWOOD 7 BREAKFAST OUTRIGGER ROOM Lv O.C. GARAGE PANTRY UAILM—k T*G V-JOINT SOFFIT 2X2 CLEATS 4'-1 1 1/4" Ir ILI 11 4TED WHITE T 5U[3-FL- FIR5T FLOOR L iiNILE-+O'-0„-----------------------------444444 JIVI DRIP EDGE I m m r= u I OVER I X8 DRIVEWAY E.J. EM PROVIDE SUMP PUMP IN DURA5KRIM 20 MIL WHITE VAPOR APPROXIMAI I 5LOTE CRAWL SPACE AREA. FIELD 5LO T SLAB-GARAGE BARRIER BY AMERICOVER Typ. t I HOUSE,[ T*G V-JOINT OLE -21-6' VERIFY EXACT LOCATION COMPANY,TYP. & NIN �004010 T. SLAB- GARAGE DOORS ri ........... JV/ 311 -o-EL, -Z-8-3/8”(12.5') %S BUILDING SECTION 1 1 A-4.3 A-4.3 CEILING HT. M. BEDROOM - - - - - - -- - --- -- +------------------------------- ----------------------- EL. +20'-G 3/4" BEDROOM — _— �- #2 OFFICE/ O —� MASTER BEDROOM pj 1 BEDROOM i EE Sys Sys sl$ r A 6 1 ®3 CEILING HT. EL. +9'-4 3/4" -�f COFFERED CEILING, SEE INTERIOR ELEVATIONS SUPPLY REFLECTED CEILING PLAN DECORATIVE COLUMNS - DINING AHU MECHANICAL FAMILY ROOM ROOM ROOM — __ ALUMINUM Y�l T� HANDRAIL RI K O E - N S RETURN TPD T N E - H L F1 F1 1:1 T. SUB-FL- FIRST FLOOR ------- ------------------------------------ -- — T EL. +0'-0" •KK:ta,+ s '•:..•. •' y..•.•' .i::'�•,;;T.',.."W�'L .?:•+-�.gCii; :.,�•: - �\ P.T WOOD BEAM r// \ \�\\\�/T ' c•;. \�\ 6 M I L VAPOR �; BARRIER,TYP ------- @ --- //,. T // //T/////�///,/� //'\/Ni ri///yi/i�' // // / /i/r// /i/r / � / iv/\/r / `/;\/\G;y/\/\////\//`y�//\,�i/\/,\/,�i/\,\,\i\�,/� u\/�\v\\/\\i \\/ //\y\ /``iv\/\/\\/\i\ ♦\/\\i\\i \/ \/ \��`i\� �� ;•�?•sy,,, /\/\� ,7 Y/ \y,\///`r//\/\/`i\�i .r r i / ��./��\i \\i��\/\y`. \y�`i\i\y\ ,\'� \ \\\�\y�\,\\ \\y\�J\ ` \�/\��i �\�`i\`v>.\y,y\`may\ \\\,�\\ \ � \\�\ \� �\\�`/�\\\/\✓\��\\`\`\`�\`\ �� \\\\\\\\\\�\\ \\ \ \\\\ 7 \\/\\/ \ \ i�/\/�%/N,.r../i,✓,!ice/if''r?/,iy:i/;//�/�/ice/i,`� /.� 'fi` � •' •'•F,' ... �\O\\�� t,. ten` •.-.. -. '• - FIRST FLOOR - DURASKRIM 20 MIL ------ ---! ---------------------------------------------------------- MECHANICAL WHITE VAPOR BARRIER - - DUCTd✓OKK SERVING BY AMERICOVER FIRST FLOOR TO RUN COMPANY, TYP. WRAP BELOW FLOOR JOISTS UP PIERS 1 BUILDING SECTION 3.2 1/4•s P-0` 12 2ND FLOOR DUCTWORK Q9 rHmm ` , ` ice, TO RUN IN ATTIC SPACE .. 5/8" PLYWOOD � 123 8'-G 1/2'TOP PLATE EL. +20'-0-1/2" LO ED CEILING; -SOUND BATT - �- BEYOND INSULATION 0 0 2 O pj MASTER MASTER CLOSET CABINET5, BEDROOM .--- SHOWER CLOSET 7 SEE INTERIOR ELIV � 12 Q9 / �s N TOP PLATE EL. +I O'-I-3/8" I x FURRING REQ'D. IF BOTTOM OF O N VERIFY WITH ARCHITECT PRIOR TO — F DO LI O K EN EILIN FAMILY BACK ROOM PORCH KITCHEN 07 i3� i 5REAKFA5T ALUMINUM j ROOM HANDRAIL SUB- LOOK_FIRST FLOOR_ SUB-FLOOR- FIRST FLOOR BRICK 130 ODER ............ -- --------------------------- - SLATE FLOOR 1 5'-4"OPENING BELOW CASED OPENING — .•: r..•. ..,:..�. ....s::•, . • :t . •.: •• . - N•t;..;-a t. :r'. t:= .•.. s:.. ' (SEE STRUCTURAL) FOR ACCESS TO STRUCTURAL BEAM APPROXIMATE FINISH GRADE P.T. WOOD \^�/\�\\\ �/� o\\!T/1 ii,,/,,,./>�,..,/ ,,/r/,.i,/i ./,>!/1?/ria. .//:/,✓/mss/ /?/?moi\' �T /?;i/;/ i�/�^�\^r//� ADJACENT CRAWL SPACE. `i `iy/",vvyvv vv ,vyvyv /vvvv/v vi vi vi viyvvvvvvvv�yvvyvvivi /y v v v v vvyvv�v,v .rv. vv .vv v v /v //r/ /-•,: vyv ,v.. �v vvvv .v v v�,v•,�v ,vvvvv vv vv i r r/ /T/rTr/T// / T/ T r/rr /. � . vvv .v v v.v�vvvv� �� yr �7// r / ///r/ •irk vvvv v v v v v v .vvvv .v. r. / / /. i/ /T v v vv �v v vvv/vvvvv v v v.•v�� .� v,v. . r-i/ // �/ ,vvvv vv v vvvv y.•v � y ///: ////.i✓,.i.�,. T / /r / ,//,/. /�; ,ry.,//� i.rviv, /r., /. /.r-., a,. � v v•.v,v v. v v v v v v v v � �•v v v v v v '/r ✓..iv/.r•?r•..� // //////// / /i T/�`///T//r rr//.r/ ir/,. i.../// r, i/, /„ ,r/ ,v ..v ,vim Y vv,>,. vvv vvvvvv vvv, v�U v .v///� / //2? / // ///// / // .n ✓, ///. /,��,: /� ,,,/•;;� �•//. , //%• /,T,,,,y../>/�/.�/y� ,v/yam,, v,�„v/vv < vv vvv vvv v ��.w��/vv�vvrvv!vv pry v vv w v�v�v.�v�vv v�0 vv O,v�vvw<�!��v.,vv.,�<�,vv�O•.. �.!�,�<e/u v�y ,iv.v�•v��„v/v,�✓vl �/y may'.i�.�r ?/i/i✓i.i,/T/>,. n, /,.i✓i„r.,./?r,,./ i,.,�,,/i?r/,///,/ //�/ ./v/`/ v 2 BUILDING SECTION___ _ 3 BUILDING SECTION �.21/4* 1'O” i i i i i I - \ R-22 ICYNENE FOAM 12 INSULATION 9 ROOF FRAMING, SEE _--_-- STRUCTURAL L +I I'-4" 5/8" PLYWOOD ROOF SHEATHING ONE LAYER SELF-ADHERED ROOF MEMBRANE - PROTECTO-WRAP RAINPROOF GO OVER ENTIRE ROOF FIBERGLASS - 5/8" ARCHITECTURAL SHINGLES 4'-1 1/4" m PL DOCK CRICKET, BEYOND - TYPICAL ROOFING ASSEMBLY R-22 ICYNENE FOAM — _.- INSULATION ROOF FRAMING, SEE STRUCTURAL 5/8" PLYWOOD ROOF 8' DRYWALL SHEATHING m - - ONE LAYER SELF-ADHERED ROOF MEMBRANE BEAD Of`r OF TRIM -_ TOP PI ATES BEFORE FIBERGLA55 WHITE ALUMINUM DRIP ARCHITECTURAL SHINGLES EDGE FLASHING, TYP. +/-2'-7 1/411 WHITE ALUMINUM GUTTER, BOTTOM OF TRIM FOR EXTENT * LOCATION 12 - +8'-7" OF DOWNSPOUTS, 51N 4� 7'-0" TOP PLATE ROOF PLA EL. + 17'-0" BEAD OF CAULK BET. TWO TOP PLATES BEFORE WHITE ALL,M - _ INSTALLING PLYWOOD _ EDGE F HI 5HEATING ALIGN FASCIA BOARDS�A X PINES TSG " 3/4" T*G "V" GROOVE PINE --- GR OVE EILIN CEILING _ i X I ' q GWB TAPED FINISHED - GROOVE CEILIN CUT RAF R5 T 7 1 " @ ! WITH LEVEL 5 FINISH ITE ALLIM HEAD AILS _ I - FLASHING AT i- TYPICAL WINDOW Lt I CASING WINDOW ASSEMBLY - WaN91W iELLA- 7 5E IE5IND -- SITTING _ WESTERN RED CEDAR, AS EMBL W/5 REE 5 ROOM GRADE A, CERTI-LAST �- --- -1- L - -- - 1r PRESSURE TREATED WITH STAIR I ; -- - STAINLESS STEEL I 2" GWB, LEVEL 5 FINISH HALL FASTENERS T-L �T_ - R-5 MIN. I Z" UNFACED - j FIBERGLASS BATT INSULATION - - - __I 2xG WOOD FRAMING @ - -- T I G" O.C. 3 -- BASEBOARD, CONT. WOOD HANDRIL, SEE --- 16 OZ. C PPE ELAS LNG _ FINISH FLOOR, SEE FIN15H A COUNTER F HI -~'" I INTERIOR ELEVATIONS A-4• — — FLASH G" UP @ EACH--\ SCHEDULE 51DE WALL `" ' �- 4" PLYWOOD DECKING T UE FLOOR 1015T5, SEE r STRUCTURAL -- - - ------ - T. SUB-FL - SECOND FLOOR- LOWS l '-3 I/8" L / G" SOUND BATT INSULATION I - 1 - - - I I uc 412 D / Ln GWB _ - - BASEBOARD 5/8" GWB !LFZVA ION HEIGHT OF 2x BLOCKING AT WAL \ - _ CURVED SHINGLE DETAIL - - TO REMAIN CONTINUOUS T -- -- - - --- --1 - - j i - STORAGE --- CA ROOM DOOR O(HAVE CONCEALED HINGES CABINET, 5E INT (CONCEALED ON FAMILY --� 5/8" GWB ELEVATIC N5 ROOM SIDE). HINGES - -WESTERN RED CEDAR, GRADE A, SHALL HAVE SUFFICIENT p R-I I UNFACED BATT MECHANICAL SWING TO CLEAR CA51NG � � INSULATION j ROOM TRIM. __ EXPOSURE - 2xG WOOD FRAMING@ LAPPED 30# FELT I G" O.C. '\\-I/2" GWB TAPED LVv EL R-I I UNFACED BATT- 5 5 PLY PLYWOOD 5 FINISH INSULATION SHEATHING, TYP. _ FIBERGLASS DOOR 5/8" TYPE "X" DRYWALL IN --- J x MECHANICAL SPACE STRUCTURAL DRAWINGS I X 4 545 DOOR CA51 NG _ . FIN15H I LO R, EE FINISH FINISH FLOOR, SEE FINISH 5CHED LE SCHEDULE YWOOD SU FLOL_R - j 4" PLYWOOD 5UBFLOOR --- R-I INFACED BATT 5, SEE FLOOR JOISTS, SEE U INSULATION STRUCTURAL THRU WALL FLASHING OP EXPOSED CONCRETE x% SHEATHING AND ON To BI 2 X OD STUDS @ BLOCK, PAINTED - -- - T G" O.C.C. - - ----- -- 5/8j" TYPE "X" DRYWALL PAINTED P.T. 1/4" GAP BETWEEN NOTCHED F.1 . al WOOD TRIM F.J. AND CMU, TYP. „ 711 PAINTED WOOD SILL - ---- --- -- --- SILL SEALER BETWEEN STEM WALL_ BLOCK AND SILL I/2" MI __ •. - SILL SEALER BETWEEN,-' - - ---- P.T. 2 x 8 WOOD (ALL WOOD IN BLOCK AND SILL - I N. AIRSPACE cv - CONTACT WITH CONCRETE SHALL BE P.T.) P.T. 2 X 4 - TACK - - ---- j OPE ING IN CMU F R NOTE: CRAWL SPACE TO BE AMERICOVER AT TOP OF ---_---_-- ---- --- P.T. 2 X G - TACK DURA-5KRIM ---- - - ---- - DUCTUI� �- -- - -_ - AT TOP OF STEM WALL COMPLETELY ENCLOSED WITH STEM WALL - . BRICK VENEER W/WA TIE I/2" E.J. 20 MIL DURA-5KRIM R20WW I!" RIGID INSULATION G X G, NO. 10 WWM 'I 4" CONC E SLAB I Z" RIGID INSULATION WRAPPED UP STEM WALL. z 20 MIL AMERICOVER TAPE 4 SEAL, AS PER 20 MIL AMERICOVER / THRU WALL FLASHING ;• •. .j<. ' ' - DURA 5KRIM 6WB MANUFACTURER'S WRITTEN DURA 5KRIM 6WB ----- - (WHITE) IN5TRUATION5 (WHITE) - --f ILL WITH GROUT r \ - BELOW WEEP / �X�\\/�/x / / / \_ / / / / /�/ /�/, / TERMITE TREAT SOIL �v ' �yy;v V ,, ; / / TERMITE TREAT SOIL TERMITE TREAT SOIL--/ //X / \ .•, *. ` \�V� \v�VAVCOMPACTED FILL-- COMPACTED CLEAN SAND, TYP. CLEAN COMPACTED BELOW CRAWL SPACE \, • 4. G MIL VAPOR--- %� ';.� � ..�. '• i, //' SAND �\ • : :; •:• \ ��\\� \ i.s• ; .,. '•s'.• BARRIER . •• .`;' .•:"�•� .�� ;4, ' FOUNDATION, SEE-- BU2 BUIL STRUCTURALILDING SECTION DING SECTION @ STAIR ••�. V�/�/V\/ /: FOUNDATION, 5EE DRAWINGSq,•1 3/4" = 1'-O" 4. 0/4" = ''-a" DRAWINGS �L STAINLESS STEEL LEAD-COATE FHARDWARE CLOTH PARGE AND SLOPE. COAT COPPER CAP WITH VULKEM 2 X G LOOKOUT ..:... .. ;;;; ,.:.... P.T. WOOD DECORATIVE CAP. FIELD FIT TO RIDGE '"i OF ROOF_ / IL xw FASCIA BOARDS, DRIP a�•s `'` a' EDGE SHINGLES TO RUN 4 3 ' ' CONT. BEHIND CAP 77 PRESSURE-TREATED WESTERN RE ' ' ® CEDAR, GRADE A, CERTI-LAST �`'_ ' '• '•� FANCY-BUTT DIAMOND SHINGLES WITH STAINLESS STEEL FASTENERS. 5/8" PLYWOOD SEE EXTERIOR ELEVATIONS FOR '' N•.=` EXTENT. 7 1/2" EXPOSURE 9'-1 3/8" TOP PLATE EL. +20'-7-3/8" X G PINE T*G "V" • _ _ GROOVE CEILING "C" ' CEILING J015T GRADE AT SECOND FLOOR J- OVERHANGS 5/8" GWB .. \77 71 PRESSURE-TREATED WESTERN RE BEAD OF CAULK BET. TW CEDAR GRADE A - E TI C R LAST < TOP PLATES BEFORE BOND BEAM, SEE •a�•.a •.. ,?; � SHINGLES WITH STAINLESS STEEL STRUCTURAL .y'i' - FASTENERS. 7" EXPOSURE INSTALLING PLYWOOD ,.• :� - 5HEATING 7/7 I'-13/8" 2 112" G'-4" TOP PLATE . :v m �p • t. _� 10 �- BEDROOM FRA51ER MILLWORKS Lr) r PROFILE # 575G #2 _ DECORATIVE CEDAR v ;.••r : ? WOOD BRACKET IT T1 I I �J GWB, LEVEL 5 FI ;i ;.; •`;.�:,.: UT - _i R-5 MIN. I 'z UNF I � FIBERGLASS BATT �. ---- n n 13/4 2xG WOOD FRAMI ;g. N 16 O.C. I 7 8 • LO K FULL HEI HT ITH BASEBOARD, CON ® 'y 'V LKE 201 j T. 5UB-FL - SECOND FLOOR- j ® \ ! 1 FINISH FLOOR, SE SCHEDULE UPPER - - - - -_LT- 4" PLYWOOD DECKI EL. + I I Z. P E EL + I I'-G" WESTERN RED CEDAR, GRADE A, ;,: O CO R j CERTI-LAST PRESSURE TREATED FLOOR JOISTS, 5E -- • -- SHINGLES. ATTACH WITH • .: \ CHI NEY C NNE ION '-O - STAINLESS STEEL FASTENERS I EXT RIOR ALL CD T. SUB-FL - SECON 6" SOUND BATT IN :4. �• i.; -�T- r - FLOOR- UPPER O FS BRI K I" EL. + I I -G" E VA ED B S E N ST UCTU L D WING .. L -- - - ;: JL i. ELEVATED 5LA13 -3/411 j - - -_ DRIP EDGE FLASHING 911 50KERN 1 j iI Fm BLOCK - j FRASIER MILLWORKS OFFSETS I I j 3 1 G PIN T* "V.. ij -T- PRE-PAINTED WHITE G OV CEI ING "a T.S. °:' j I� . ALUMINUM FLASHING 2x COLUMNS _ - I 1 TURNED OVER @ TOP OF 5 RU URA TO CARRY COLUMN I50KERN OFFSET BLOCKS p 0 gERj'N -- T BLOCKS STEEL ANGLE TO SUPPORT ! 1011 -rL -- 3ND OFFSET FLUE BLOCK SMOOTH SQUARE TUBE STEEL SUPPORT - PERMACA5T COLUMN -�- HOT DIPPED GALVANIZED - - WA L EE STRUCTURAL m r- CEDAR SHINGLES AFTER FABRICATION •'' I I/ IN. AIRSPACE -- COAT CMU BLOCK OF - FRONT CHIMNEY WITH VULKEM r BRI VENEER W/ BRICK PORCH 201 , TYP. FULL HEIGHT ( I TIE • AT U CHIMNEY OC (FULL HEIGHT) WITH V LKE OI g/ r it �. PE MA PORCH RAILINGY B < . •' - HBG. PICKETS I 112" - - S UARE. SAVANNAH TOP IL WITH WOOD INSERT. _ OT FINAL HEARTH --- • HEI HT SHALL BE _U5H -� --- -�- -- - SEPARATE FRESH AIR WITH FINISH 00 - .` SUPPLY ''. .� FL O . ADJUST A j HEIGHT OF BOX IN IE T. SUB-FLOOR FIRST FLOOR TO C MMODATE TNI = NISH ELEV TI N 5U -FLOO FI FLO R EL +O-O _ LL II O O E ••° •: 8" REINFORCED CMU STEM !' . •�T �_— ,�- -------- — — --------- RICK OV E L AB WALL, SEE STRUCTURAL \\ \\ \\ \\ �; \\ \\ \\ \\ \ \\ \/ ;, -__ __._ T. SUB-FL - FIRST FLOOR SET IN HERRINGB NE i 6 \/\/\i A \ \,/\/\ \ \ \ / \/ \/\//A/\ " REINFORCED CM�1. Tv1 WALL -- /\ / / // �/ \/i.:/ �/�/ // // // --- EL +0'-0" - -� ERN PO CH I I/2 MIN. AIRSPACE _ /�\/\\/�\'\\/�/�\:�\\/ SE TR CT RA)<— --- _ PA A\, \/\/\ BRICK VENEER W/ iV� V/ice /y v ROWLOCK BRICK / WALL TIES --- " // / :��.!//;/ / /, ,/j . .///.,��;/i/:,� " .. - THRU=WALL FLAS H I N G --- . THRU-WALL FLASHING /v y; . , ,v v /� �}80.6:---- a \\ \//\//\//\ :•� •.. APPROXIMATE FINISH jj \ %/ �;/ ;/ -- - --- \ \G MIL VAPOR BAR \ — --- ;, \/\/ GRADE /\. \\i\\j> „ � \\i`,\\ \\\/\\/ j j BELOW /\ \ !\/\/\/ \/ \/�/�/\ \/ /\// \\ \\ \\ \\'\\/\ ' \\i\ �; i % \\ \\;�\ \\ \\,\\\\\ \\ - --- ----- </X/ TER /�\/\\/\\// :4• �. \/\�/\\/\�/ /�/i//\ \� \/ / ;' \i\\'i\\ \\i .\ \/\\;�: \ \ \i /\\�;\ \i\\i BRICK STEP BEYOND -- -- - - - _ /\�\/ / / \/ \/ / i / \/ / / \ \ i, \ \ - /\// //\'/i'i i COMPACTED F \/ /. 1 - •a /;/' FOUNDATION, SEE STRUCTURAL \/ \, "\` `/ \ \/;\,\\ \ \ \ \ \ \ \ / , - . \\ \, \\'• \ \ \\ ,\ , \ \ \'.\\ \\ \ \ FOUNDATION, 77 _ �'. \ • . STRUCTURAL �. ;� , •ice iy... . \ / \ L"' / .i, • ', / \•. •y •• .••.. .�.•y •• i••;� .• •/ '\\ %j\//\\/\j/\j'a�\/\%�\//,,\/j j j �° _ :\\/\ DRAWINGS CTION THRU FIREPLACE 2 SECTION THRU FIREPLACE _SECTION THRU PORCH 4.2 3/4"= 1,-O" 4.2 3/4"_ 1.-0., ) ALUM. DRIP EDGE ',GE BOARD FASCIA �G "V" GROOVE CEILING T SECOND FLOOR 1 'REATED WESTERN RED CY-BUTT DIAMOND 'ITH STAINLESS STEEL SEE EXTERIOR FOR EXTENT. 30# FELTS 9' CEILING _ DX PLYWOOD -------------------------------------------------------------------------- ---------- EL +20-6 3/4 STUDS @ \DER, SEE OW TRIM @ WINDOWS O TO PLYWOOD SHEATHING R-22 ICYNENE FOAM INSULATION TO PROVIDE CONTINUOUS ROOF FRAMING, SEE STRUCTURAL \.5HING `IG 5/8" PLYWOOD ROOF SHEATHING ROOF RAFTER FRAMING, SEE STRUCTURAL NE LAYER SELF-ADHERED ROOF 5/8" PLYWOOD ROOF MEMBRANE - PROTECTO-WRAP SHEATHING RAINPROOF GO OVER ENTIRE ROOF ONE LAYER SELF-ADHERED ROOF MEMBRANE - PROTECTO-WRAP FIBERGlA55 ARCHITECTURAL SHINGLES RAINPROOF 60 OVER ENTIRE ROOF -- T. 5UB-FL - SECOND FLOOR- UPPER )OD _...- --------------------------------------------------------- ------------- EL. + I I -G �-- ARCH TECTURAL SHINGLES ----- ------------------------- HITE ALUMINU 12 EDGE AZEK TRIM DUCE DIMEN ION OF ------ __._.__ RAFTER ATO BHANG - - _ -- �� ,� I X 6 PINE T� _ 3 GRADE C O ITE ALUMINUM DRIP WHITE ALUMI EDGE PORCH CEILING HT. EDGE EL. +9'-4 3/4" 2x CEILING JOISTS, SEE 2x CEILING JOISTS, SEE .T. 5UB-FASCIA m \—I X G CLEAR PINE T*G "V"TED I X G CLEAR PINE T*G "V" STRUCTURAL CLEAR PINE TRIM STRUCTURALGROOVE ON CEILING, PAINTED EK TRIM GROOVE CEILING EK EK FASCIA - WHITE ALUMINUM co FLASHING TURNED OVER 511 WHITE ALUMINUM @ TOP OF COLUMN FLASHING TURNED OVER -41 - @ TOP OF COLUMN PEL O T5 ING F NC DO RS 8° - WESTERN RED CEDAR, ---- GRADE A, CERTI-LAST SMOOTH SQUARE PRESSURE TREATED )IBL PERMACAST COLUMN SHINGLES. ATTACH WITH 5TAINLE55 STEEL FASTENERS N SMOOTH SQUARE J- PERMACA5T COLUMN I I 31-95/811 DERMA PORCH RAILING BY HB*G. PICKETS 1 112" SQUARE. SAVANNAH TOP RAIL WITH WOOD INSERT. ALUMINUM HANDRAIL LUMINUM HANDRAIL TOP OF BRICK WATERTA15LE UD SETTING BED BECOMES CURB AT BACK PORCH BRICK �R O' O" RICK THRESH LD SLATE PORCH FINISH SLATE PORCH FINISH WATERTABLE SLA OLUMN TO BEAR ON TOP OF SLAB T. 5UB-FLOOR FIRST FLOOR I" MUD SET E.J. is EL. +0'-0" 4" SLAB SLOPE I J-0 FT. - - '-O° .•. - .- ,. ,.. ... .. .• . , . . . .�,_� . •�_�_ �� --- - _tom ,; ,, TYPICAL OVERHANG . r \ \ \ \ \ i/ 4 e•. r E D 4 CONCRETE SLA \ : .. /� �/\ .., :•--'. .. . -- __ , i / � / ,, %, ;� '; / /: �/ : STEM WALL L -- � �' / � /,, � / / REINFOR \i; I UD SETTING BED G MIL VAPOR BARRIER, DUNDATION WALL /i//%jA �- . / // FILL VOID BET. CM i/ __ // ';/ i ' G X G WWF NO. 1 ` \� \ VA .•`, ..• B CK TREADS ;/ '.' �/ // TYP. @ SLAB / / // BRICK WITH GROU `;.'� .. . - //i% / i/ / BRICK VENEER W/ TERMITE TREAT 501 L � , ��< �/V\��\��: _-- . �. �- ;�� ;/ �i. �,� -- � / ; G MIL VAPOR BARRIER, TYP. @ %\/v�.' ` - ;�''• ' % ' / - DOXY SUPPORT INTO / / � TIES SLAB / ;sem: . / CONCRETE SAND SET BRICK PAVERS ' •' APPROXIMATE G - _— — \: ''- •.. IN PATIO AREA. SAND \ BED SHALL BE 2 OVER COMPACTED FILL i COMPACTED LIME ROCK i // // SECTION THRU PORCH q M 2 SECTION THRU POI� ETREAT SOIL / 3/4"_ I'-(Y \%/� // ,\ \%j;�/i %i j ': '\/i\ % %\% ,% / 4.3 FOUNDATION, 5EE 4.3 FOUNDATION, SEE /��, _ v / /i'/ v� <. A/\, / �i v / �. ��V/,A 3�4„= i,_o„ jvA` \y;�v ; A ,vv v�;_A� \\ A� v ` STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS NOTE: CONCRETE STEPS SHALL BUILT AFTER FINAL GRADING HAS .•'ri .' /�� BEEN ESTABLISHED , . - ELEVATION 8'-7 14" DOOR SCHEDULE 2 G , MARK ROOM SIZE TYPE MATERIA • 2 G . .. N ZWZ J 5/8"TYPE X Lu Z a a _W a GYPSUM = .� WALLBOARD, � U U _W CL y _ TAPED Q — w = ►- 3 R-I I UNFACED BATT FINISHED LL F- _ I— 1 I 2 3 ;r INSULATION HALF LAPPED 30# FELTS FIRST FLOOR -� 3 5/8" EXTERIOR HALL 3 8 0 G £� 101 A �_4�, �_ �� 1 3/4" FRENCH 3 112" CDX 5 PLY 2 PLYWOOD, TYP. I 101B EXTERIOR HALL 3'-4" 8'-0" 13/4" SCREEN 2 ;r102 HALL COATS 2'-G" 8'-0" 1 3/4" PANEL I �-: FAMILY ROOM " " WHITE ALUMINUM) ---_ 103 FAMILY ROOM MECHANICAL 3-?? - 13/4 PANEL GWB, TAPED CAP FLA5HING 104A BACK PORCH 3'-O" 8'-O" 13/4" FRENCH 3 ED, LEVEL 5 FINISH104B FRASIER - FAMILY ROOM BACK PORCH G'-O" 8'-0" 13/4" FRENCH 3 �Q;• MILLLWORK =- 104C FAMILY ROOM BACK PORCH 3'-0" 1 3/4" FRENCH 3 I X WOOD CA51NG, #8795 8 J.� SEE INTERIOR _-_ BREAKFAST ELEVATIONS FOR VULKEM 350 INSIDE _-_ 105 ROOM BACK PORCH 6'-O" 8'-O" 13/4" FRENCH 3 EXACT HEIGHT DOOR OPENING AND ON -_= GARAGE DOOR TRACK 106 KITCHEN PANTRY 2'-G" 8'-0" 1 3/4" PANEL I EXTERIOR PLYWOOD 5HEATHING 18"' OUT -__ 107 KITCHEN POWDER 2'-8" 8'-0° 13/4" PANEL I FROM OPENING FRAMING HEADER, 5EE STRUCTURAL DRAWINGS 108 KITCHEN MUD ROOM 2'-8" 8'-O" 13/4" PANEL I JAMB EXTENSION TO CAULK ALL JOINTS -- ALIGN WITH FACE OF (FRAMING R-I I UNFACED BATT 109 MUD ROOM GARAGE 2'-8" 8'-0" 1 3/4" PANEL I DRYWALL =-= 2 G INSULATION 5HEATHING) WITH VULKEM 116 SEALANT - - --- -- GARAGE STORAGE 2-8 8 O 13/4 PANEL I -_-_ -_------- _---_-_ 110 - HEAD ------- 1 1 1 STORAGE EXTERIOR 3'-0"' 8'-0" 1 3/4" EXTERIOR 112 GARAGE EXTERIOR 2'-8"' 8'-0" 1 3/4" PANEL I AZEK TRIM --------GARAGE DOOR 1 13 GARAGE EXTERIOR 9'-O"' 8'-O" 1 3/4" GARAGE 1 ASSEMBLY 114 GARAGE EXTERIOR 9'-011 ' 8'-0" 1 3/4" GARAGE 1 SECOND FLOOR DOW HEAD 4 DETAIL GARAG DOOR HEAD 201 STAIR HALL OFFICE 2'-8" 7'-4" 1 3/4" PANEL 2 5.1 3"- -0' 202 STAIR HALL DRESSING 2'-8" 7-4" 1 3/4" PANEL 2 fa 203 DRESSING MASTER BEDROOM 2_g 7'-4" 13/4" PANEL 2 PVC TRIM WOOD TRIM 204 DRE551NG MASTER CLOSET 2'-8" 7-4" 1 3/4" PANEL 2 GARAGE DOOR COAT DOOR ROUGH OPENING AND WALL SHEATHING OUT 18" ASSEMBLY 205 DRESSING MASTER BATH 2'-8" 7'-4" 13/4" PANEL 2 ON ALL FOUR SIDES OF 206 MASTER BATH TOILET 2'-G" 7'-4" 1 3/4" PANEL 2 OPENING WITH VULKEM 350207 STAIR HALL MECH. CLOSET 4'-0" 7'-4" 1 3/4" PANEL 2 PARTING RAIL 208 STAIR HALL BEDROOM #2 2'_8" 7-4" 1 3/4" PANEL 2 AZEK TRIM - -8"TYPE "X" GWB, TAPED FINISHED 209 BEDROOM #2 CLOSET 2'-G" 7 13/4° PANEL 2 -_ 210 BEDROOM #2 BATH #2 2'-8" 7-4" 1 3/4" PANEL 2 -FRAME * PROVIDE BLOCKING AS CEDAR 5HINGLE5 REQUIRED PER STRUCTURAL 211 BATH #2 BATHING AREA 2'-8" 7'-4" 1 3/4" PANEL 2 GARAGE DOOR MANUFACTURER 212 SITTING ROOM CLOSET 2'-8" 7'-4" 1 3/4" PANEL 2 q DOW HEAD 5 DETAIL GARAGE DOOR JAMB 213 51TTING ROOM LAUNDRY 2'-8" 7-4" 1 3/4" PANEL 2 5.1 3"= 214 LAUNDRY CLOSET 4'-0" 7-4" 1 3/4" PANEL 2 215 SITTING ROOM BEDROOM #3 2'-8" 7-4" 1 3/4" PANEL 2 \� 216 BEDROOM #3 CLOSET 5'-0" 7-4" 1 3/4" PANEL 2 VULKEM 217 BEDROOM #3 BATHROOM #3 2'-8" 7'-4" 1 3/4" PANEL 2 HALF LAPPED 30# FELT ALUMINUM CAP SILL W/ROUNDED ' ' -= FLASHING EDGE NOSING G'-O" 3'-0" 3'-4" 3'-4" VARIE HIM A5 REQUIRED III _= AZEK TRIM L L L WITH PVC SHIMS, -� KERF TO DRAIN ROUGH SILL HTPLY \ SEE EXTEROR ELEVATION: I PLYWOOD SHEATHING T - PRE-PAINTED ALUMINUM SILL PAN - - IN A BED OF SEALANT. NO FASTEN -__- COAT ENTIRE ROUGH T = OPENING OF WINDOW AND TO PENETRATE PAN i -- -- ENTIRE FACE OF PLYWOOD 1? O \ O O O R-I I UNFACED BATT / SHEATHING W/VULKEM 350 INSULATION 2XGSTUDS V2 V77I BACKER ROD i WOO " DRYWALL j% SEALANT PANE PEL A CL.AD DOOR ASSEMBLY HERMA-TRU PELLA ARCHITECT SERIES PELLA ARCHITECT SERIES EXTERIOR WOOD PAINTED WOOD CLOPAY PAINTED CORE PAN WOOD CLAD FRENCH DOORS WOOD CLAD FRENCH DOORS DOOR- PAINTED SCREEN DOOR WOOD GARAGE FIBERGLASS W/ROLL SCREEN W/ROLL SCREEN DOOR DOOR Dow HEAD DOOR TYPES 1/411 = 1 1-011 6 DETAIL HEAb DOORJAMB II '� � 2'-9" 3'-9" 21_511 �ii l� � 2'-I I" � 21, I-511 I, 3'-10" 'fes PELLA CLAD DOOR 4G SCHEDULE A55EM13LY p in N _ 60 m E MATERIAL REMARKS = Z N a SEE INTERIOR ELEVATIONS i CASEMENT C FIXED OVAL GRE5T 5 = 3 2 FINISH FLOOR- ! — CASEMENT CASEMENT DO PRE PAINTED WHITE EGRESS 8'-O" 1 CASING TRIM ALUMINUM PAN BELOW / EXTERIOR DOOR5 8'-0" 1 CA51NG TRIM DOUBLE HUNG DOUBLE HUNG _.- ___- _ -_ _ BRICK 5ILL CASING TRIM _ WINDOW TYPES 14 8'-O" 2 CASING TRIM I � � � �� SLATE FLOOR � " _ 1 1-011 8'-0" 2 CASING TRIM 1 . DOOR* WINDOW UNIT5 REFERENCED BELOW ARE TO BE INSULATED CLAD WINDOWS WITH IMPACT GLA55. WOOD 2 CASING TRIM M, ___ _ _— SHALL BE TREATED FOR MOISTURE RESISTANCE. WINDOW TYPE5 INCLUDE: DOUBLE HUNG, FIXED, OVAL AND CASEMENTS. Q 2. MUNTIN5 TO BE 7/8" WIDE 4 CONFIGURED PER ELEVATIONS. ALL OPERABLE WINDOWS TO HAVE SCREENS. n i+c• cr.ni i-�•,rr+n i^r�n rr. c,c n ,,cnai �i-+i i•iT r-c un• r•.�u•r- �cr,i+• nrcr. un• ra•.•,rmcr- �i^i- r+ nr n u nrirei c l••a^nri�.irr DETAIL FRENCH DOORSILL FELT LAPPED OVER AND SEALED TO PEEL * STICK OVER FLASHING COPPER FLASHING WOOD CASING PEEL STICK ATTACHED TO TYVEK OVER SHEATHING AND TO THE WINDOW JAMB (WINDOW REMOVED FOR CLARITY) KEEPS WATER INSIDE THE DRAINAGE CAVITY FROM ENTERING THE WINDOW WI OPENING. ,�0F BRI FLA 3" O EN VA M WE EXT DRIP EDGE ONE LAYERS OF 30 LB. FELTS (FELTS TO LAP OVER SILL, PEEL* STICK OVER TYVEK 1/2" PLYWOOD SHEATHING F-- PRE-PAINTED END DAM _IED IN RS WRITTEN Ot VULKEM 171 UNCER FLASHING DETAIL VULKEM 450 ) 2 K A5.2 NTS w VARIES (SEE DETAILS FOR O \ 51LL* FLOOR = THICKNESSES) o \` 8 ROUGH OPENING 8 BEND COPPER VULKEM 171 UNDER VULKEM 450 (TYP.) COPPER FLA5tllNp PAN I G OZ. COPPER FINISH FLOOR FLASHING PAN @ DOOR WIN FLASHING BEHIND LOWER FLANGE OF PAN TO HORIZ. - SURFACE BELOW " MIN. FLEXIBLE & METAL FLASHING @DOOR OPENINGS PRE-PAINTED WHITE ALUMINUM @ WINDOW DOOR FLASHING I 1 N 2 3/4" PLYWOOD #8825 BEAM F #8821 #8822 7 a0 #8 2 A-7.1 5 1/2" — FRA51 ER EIGHT E EN PANEL5 MILLWORKS I� #9220 I I i N -112" DR A WOO IS IOULDING HALL BEAM DETAIL O1 1/2"=1'-O" DRYWALL FRA51 ER FRA51 ER MILLWORKS MILLWORKS MILLWOR RETURN AIR GRILLE, EXACT —_ #8853 #8853 #885 51ZE 4 LOCATION TO BE FIELD DETERMINED DINING ROOM ► X 6 1 X 6 - 2 6 � V-0" - SMOOTH AB 2 — — 1.12„a BEAM GRADE Q -' BEYOND PLYWOOD — B — — 7 1 1/2” FRASIER FRASIER N MILLWORKS MILLWORKS N ® #9220 #9220 FRA51 ER M I LLWORK5 CHAD5WORTH DORIC #8805 WOOD COLUMN, OR FRIA EQUAL 9 1/4" 4" MILLW HALL DINING 5 /2" ROOM 1/4' 9 1 1/2" SQUARE WOOD = DETAIL TRI M m 6 1 1/2"=1'-0" COLUMN _ O fip — I I FRA5I ER #8265 < 4>!DINING (ZOOM '2" V-0" BASE DETAI L 8 11/2"=1.-0.' —PANELED DOOR SHALL HAVE CONCEALED HINGE5 THAT MA PANEL5 APPEAR TO 13E CONTINUOU5 WITH WALL i I I \ � m I O � � I I i HALL 5 1,2"_ -0.. 10 -----� I'-2" MILLED TO I 1 x4 -- o ------ MI SOFFIT \-OPENING INTO 13REAKFA5T `r ROOM 48" PIE f R GERATOR tL— -11 u .............. ............ ........................................ ..................... .................. ............................. ............................................... 2>!KITCHEN KITCHEN 2"_,..a.. 3>!2" -W' I I lit P-2" #882 RA51ER MILLWORKS 2 4" RA51ER MILLWORKS FRA5IER MILLWORKS #8822 #8853 #8825 (MIRROR PROFILE) (V PROVIDE CABLE/OUTLET FOR TV ABOVE MANTLE G I/ HARDWOOD SLAB MANTLE I/; HAND-SELECTED BY ARCHITECT. PE D EPDXY SUPPORT BOLTS - FREN H DO DR5 VVITH OVEN ACTA 5GREEN5 - - — - TILE \j L BACKSPLASH -DECORA1VE � 8" ....................... TI .. .....: ---- ---- S BST E OVEN - - --_ fIFEPLACE _... ...._ ISH WAS - --- - - S RROUN t - - _ _ --- - -- HEARTH � ILI ----L ------ a0 OUTLET IREBRICK, LAID IN 5TAKACE ENTER OUTLET BELOW TER WINDOW IN A DECORATIVE STAR PATTERN BASEBOARD FAM I LY ROOMKI TC H E N 6 1/2„ -0,. 4 ,/2" - - - - - - - - - - - - - - - - - - - - NOTE: CONTRACTOR 5HALL DETERMINE IF THE CEILING 15 LEVEL. IF DIMENSION VARIES GREATER THAN 1/8", USE I x LEVELING 5TRIP5 IN LIVING ROOM ONLY. - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - _ 31 RA51ER MILLWORKS FRA5IER MILLWORKS OVEN \ - C� 3G" RAN #8853 #8853 \ / `oPEN�77 - STAIR HANDRAIL, A5 SII MANUFACTURERED BY STAIR-PARTS, INC., OF ADAI R5V I LLE, GA. 5 1/111, /'1 MODEL: 9 L� `v/J PICKETS: "HAMPTON" � HANDRAIL: "COLONIAL" DEL#GO 10 - N I/4' - OPENING INTO _ SQUARE WOOD :!tKITCHEN COLUMN 0 0=0 O r4 - \ O OPEN COUN R - FOR S 71 9 C 9 FAMILY ROOM KITCHEN ISLAND rl 3 �.l 1/ ELLA ClD A CHITS ERI ES C DOO �t WITH ABLE o� E #8265 FRA5IER MILLWORKS BASEBOARD, Ll TYP. @ FIRST FLOOR BREAKFAST BREAKFAST BREAKFAST 2 ,��_,�.�� 3 ,/2" -0" 4 ,/2�•_,.-0.. 16 �1B l NOTE: PROVIDE \—FRA51EP, MILLWORKE BLOCKING FOR #9220 (5) ADJUSTABLE SHELF SUPPORTS MIRRORS, WOOD PANTRY PURCHASED BY SHELVES OWNER AND —- � INSTALLED BY CONTRACTOR / \ i VANITY CABINET 7 AT '-O.. #8265 FRA5IER MILLWORKS BA5EB ARD, TYP. Q FIR5T FLO t �-- `�-_- ! I �_ BASEBOARD: #8265 el",>POWDER POWDER POWDER PANTRY PANTRY ,/2" -0" 7 ,2a -0W' 8 ,2" -0W' 9 !2" I 1/ 1/2- _1.-0.. 2.. FRA5IER-,"' MILLWORKS #9220 COAT HOOKS, STAINLESS JL I/ 5TEEL FINISH JL #8825 5/8" #8821 DRYWALL -tel - -22 —� #882 5 5/8" DRYWALL BASEBOARD: #8265 #8853 1, #9920 41<1/2" DRYWALL MUD RM . MUD RM . MUD RM . CROWN DETAIL CROWN DETAIL 1/2 _1-0 I 1/2' _1-0 ,/2 _1-0 5 „/2' ,'-0' 16 11/2 _l'-W' W D- J 5OFFIT, 5EE LIGHTING PLAN 1/211 FDI - STAIR HANDRAIL, A5 O MANUFACTURERED BY 5TAIK-PAKT5, INC., OF ADAIRSVILLE, GA. MODEL: PICKETS: "HAMPTON" PAINTED WOOD HANDRAIL: "COLONIAL" MODEL#GO 10 COUNTERTOP / 1/2" IC5HELVE5, EACH TIDE OF CABINET II II OSIER i BASEBOARD, I - 5T FLOOR ' i I/ STAI fZH ALL SITTING ROOM/ STAI KH ALL CEILING TO BE RAISED AT ENTRANCE TO DOOR, SEE LIGHTING PLAN FOR EXACT LOCATION I X G "V" JOINT T*G WOOD CEILING 3'-1" - -- --- �I J it II - - ----iL FRAME CEILING HIGHER IN FRONT OF DOOR#215 (FIELD VERIFY EXACT EXTENT) 1 r . .. .. . .... #8265 FRA5IER MILLWORK5 BASEBOARD, TYP. @ FIRST FLOOR -- - r --------- -- --- i 1/ 5TAI KH ALL SITTING (ZOOM/ 5TAIKHALL 4 ,/2" -V I I I D RE551 N G D RE551 N G D RE551 N G i MASTER BEDROOM MASTER BEDROOM 2 2 , . V-W 3 >1/2"=l'-W' P-1 112" MIRROR 5HOE RACK \—OPEN OPE OPE p—\ X \\\\ 5HELVES FOP, O CLOTHES 0� -FRA51 ER MILLWORKS #8265 9>MASTER CLOSET MASTER CLOSET 'T,_V-0" I O „2" -0" N 5 3/ " c� — 5 INLE55 c� 5HEL o \\ 5T EL ROD = POCKET DOOR \ CL THE5 HANGIN `MIRROR M I RRRO 1 � � � ROD t` it m I o o j — --- ° ° ° ° ° ° cn o o o o m cn 0 0 LLj D- � Q — J (n )OOP, 3/8" Li SS. 4 1/P" vl M I RROR / MIRROR STONE (PATTERN TO BE 13ACK5PLA5H DETERMINED) V m EEI T-7 2>! A TER BATH ROOM MASTER BATHROOM MASTER BATH ROOM M S �. ,_ 2�_,'� 3 „z- -0" ,/z w W — - CL J J - _ LU V U - ILI MIRROR - - 4--4- G" BACK5PLA5t1 - �-- TILE PS IR N TIJB�\t TILEBASE M AST E R BATHROOM BATH #2 BATH #2 BATH #2 BATH #2 112 < < 7> < >!r 1*-V < >!2" V-W' 2" V-0" W N U' Z J W U i FRA5IER MILLWORKS #8265 BEDROOM #2 BEDROOM #2 BEDROOM 2"=V-V FRAME FOR FUTURE DOOR LEI- If < 2 I I I I j I I I I I I I I I I II II I I >Off ICE 3 OFFICE OEEICE 112"=I'-V 1/2" V-0" 71 I r BOOKSHELVES � I I I STAIRS DOWN < G>!LAUNDRY LAUNDRY Q LAUNDRY 2"=l'-V 7>!2" VI 2" V-W GLASS SHOWER ENLC05UREGLA5-- �- - - S 511OWER IBY LU AX R APPZOI EQUAL. - / - - - -- I TRkN5ULCENT GLM& + --- IV - - -- -- MATC 1 B TH F 001 A - --{ - --E- -- f ITTIIIIIG5� -- i � I TILE BASE - - - \ �-- -�---I -- fi \ - I BATH #3 BATH #3 BATH #3 BATH #3 0 a� F- zFRA5IER MILLWORKS #8265 �3 BEDROOM #3 BEDROOM #3 2>!2*' -0" 3 !2"_V-O" 4 I/ ' 3/4 �3 concentration of soil I O. CLEANING: 2. Vulkem 450: all rommendations anlddw with a and c. Termidor at all footings and slabs on soil. Maximum o manufacturers reco pp ccordance with the poisioning allowed by law. A. Keep exposed surfaces clean during construction. Avoid smearing mortar insurance d. Wood Framing: Tim-bor insecticide as manufactured by U.S. Borax Inc. on face of units. 3. Americover: Dura Skrim R20WW, as manufact Escondido, CA. phone number (800) 747-GO abor, supervision, B. Clean masonry with potable water. Detergents may be used. film laminated together with polyethylene. 20 tion and incidentals 4. Installation and Treatment: C. Do not use acid, caustic solutions, or sandblastin 9• manufacturer's seam tape. Tape roll material a a. Soil preparation: The toxicant shall not be applied until the work of other D. Masonry shall be free of stains, efflorescence, mortar or grout droppings project shall be trades such as subgrade soil preparation has been completed and made ready and debris. PREPARATION: Is and debris from to receive vapor barrier material. The toxicant shall not be applied when soil DIVISION 6 - WOOD PLASTICS I . Prepare substrate and install cant strips, cepa aning of all surfaces or fill is excessively wet. corner stripping and prime substrate as recom b. Foundation walls: At exterior and interior foundation walls, at the voids of (lough Carpentry: dampproofing manufacturer's written instructio concrete unit masonry at or near the bottom of the foundation walls, and below ind fees to perform slabs apply the toxicant. Additional toxicant shall be applied close to each INSTALLATION: pp I . Materials: fi cre anc�es with the face of all foundation walls. a. Exterior furring, blocking, grounds: shall be I x 3 pressure treated yellow I . Comply with manufacturer's written instruction s p of dampproofing and waterproofing application c. Tim-bor shall be mixed to a 20% or 15% solution with water. The solution pine, 545, unless otherwise noted on the drawings. aterials, parking of shall then be sprayed on untreated wood in two applications: one for a 10% b. Interior Furring: shall be I x 3 fir or pine, unless otherwise noted. 2. LOCATIONS: I' 9 in a. Aluminum flashans: under all doors an solution and another application with a 15% solution. Application of Tim-bor g p insecticide to all wood framing including but not limited to sill plates, top C. Roof sheathing: shall be 5/8" CDX plywood. b. Vulkem 20 I to perimeter back of foundati nd ordinances local, plates, floor beams and foists, wood studs, rafters, subflooring, roof rafters, grade. roof sheathing, and exterior decorative wood work. Application of Tim-bor d. Floor sheathing: shall be 3/4" CDX plywood screwed in place over a ndelmes. pp c. One layer of 30# felt I /2 lapped over wall shall be in strict accordance with the manufacturer's written instructions, to continuous bed of titebond solvent free subfloor adhesive. id construction area provide the maximum penetration into the wood. Application shall occur after e. Wall sheathing: shall be 5 ply 1 /2" CDX plywood. d. Protect all flashings after installation from d injury to others. framing is complete and prior to installation of insulation. Avoid spraying Plywood shall be secured according to nailing pattern code. and deterioration during construction. , and electrical components. Application of Tim-bor shall only occur if the wood is e. Install Dura Skrim material in crawl space t General Liability, dry. Allow at least 48 hours beofre application of a sealing coat, paint or f. Attic subfloor: shall be 5/8" CDX plywood. Material shall be laid continuously from the gr ounts recommended varnish. walls over rigid foam insulation and attached t 2. Framing: DIVISION 4 - MASONRY continuous at the top of the foundation walls. indicate arrangements a. Exterior framing and bearing walls: shall be 2 x G studs I G" o.c. with P.T. The contractor shall sole plate, and a double head plate, unless otherwise noted. l n5ulatlon : implied for a Masonry and Stonework: b. Interior and non load-bearing walls: shall be 2 x 4 studs I G" O.C. unless PRODUCTS: I . SAMPLES: otherwise noted. I . Glass/fiber batt insulation unfaced: Owens-Co rials and equipment a. Erect a 4' x 4' brick veneer wall with selected brick and mortar color for c. Floor joists shall be as shown on the structural drawings. All wood foists equal. Exterior walls R- 1 1 (3 112"). Df shall be maintained approval by Owner * Architect. on the perimeter wall shall be secured as noted on drawings. See structural b hurricane, drawings for all hold-downs. 2. Spray Foam Insulation: Icynene Open cell spr, y thickness (R-22). 2. MATERIALS: d. Floor trusses shall be as shown on the structural drawings. All trusses on a. Concrete block: Hollow load and non-load bearing units shall be ASTM the perimeter wall shall be secured as noted on Structural drawings. 3. Rigid Insulation: Johns Manville ion 5le rigid id patching is done by C90, normal weight, having a minimum compressive strength of 1 900 psi (net e. Ceiling framing and rafters shall be as shown on the drawings. All ceiling 4" thickness (R-22.G). Application shall be in p g foundation walls. area). framing and rafters to be out at overhang to dimension shown on drawings. All b. Brick Watertable and Veneer; Woodmold clay brick of standard width and wood joists or rafters on the perimeter wall shall be secured as noted on 4. Sound Insulation: Sound retardant fiberglass length. Lay in running bond pattern unless other noted. Allowance structural drawings. STM, AISC, etc. shall $400/ 1000 brick. f. Provide 2x solid blocking for all dimensioned lumber joists as follows: one APPLICATION: on. c. Fire brick: Fire roof brick lining for fireplaces. Brick to be cut in half in row for spans up to 10'-0", two rows in spans over 15-0" or as shown on I . Insulation shall be installed in accordance with p structural drawings. instructions. r conflicts are long direction and laid in a decorative pattern, as specified by Architect. I provide clarification. d. Isokern Masonry Fireplace: Provide and install Isokern masonry fireplace g• Provide all necessary miscellaneous anchors, straps, bolts, screws, nails 2. Special care shall be taken to provide proper and chimneys height hthe drawins. and other rough hardware as may be required and shown for anchoring Attention shall e given to providing proper cl Ystem to the firebox width and eigas sown on g The units shall be installed by the manufacturer in accordance with all U.L. carpentry work under this section. protected recessed light fixtures and other t >rtar, color and joint safety and regulatory agency standards. The fireplace units to be furnished 3• Preservative Treatment of Wood: with all re wired com onents to make a complete and fireproof II be treated with alkaline copper pat. Fiber lass Com o5ltlon Architect and installed q p p a. All pressure treated wood sha pp q system. (Isokern Telephone No. 904-3G3-34 17). I . SCOPE: to furnish and install roofing material swing the following: b. All framing in contact with concrete or masonry shall be pressure treated. g 3. HORIZONTAL JOINT REINFORCEMENT: c. All fasteners in contact with pressure-treated wood shall have as a minimum plus 180 Day Exposure, as manufactured by a. Fabricate fromalvanized steel. Provide ACI 530. 1 truss type Z-max coating. Denver, CO (800) 759-9727, architectural g decks indicated on the drawings or specified ;;enings reinforcement with two or more longitudinal wires welded to continuous Flnl5h Carpentry: 2QUALITY ASSURANCE: all work to be done diagonal cross wire or ladder type with perpendicular cross wires not more h y • an 16 orches O.C. licensed and insured to do this work. The ap than I G CEMENT BARS: I . Submit shop drawings for all fabricated items in this section. Show materials, business of roof installations of this type of n 4 R shapes, dimensions, assembly engagement with other work and all other b. Provide deformed bars complying with ASTM AG 15, Grade GO. information necessary to the construction specified herein. SUBMITTALS: ;hedule, fabrication 5. GROUT: 2. Measurements shall be taken at the building and worked out with connecting I . Certificates: Submit evidence of acceptance juire sequential p manufacturer facturer rior to contract award. ASTM C47G. Provide fine grout for spaces not exceeding 3 inches and coarse rout for aces greater than 3 inches. Slump between 8" and I I ". 2. Two sam les of shin les indicating color, siz label on each for g p g 3. Use all applicable standard specification and grading rules. p g g block to record review Provide minimum grout of 2500 psi in 28 days as tested by ASTM C 10 19. MATERIALS: 3. Manufacturer's literature: recommended inter G. LAYING MASONRY: I . Interior Door Frames and Trim: poplar or other approved paint grade wood, GUARANTY: and shop drawings A. MORTAR: unless noted otherwise. Mix all cementitious materials and aggregates bewteen 3 and 5 minutes in 2. Interior Wood Paneling: Poplar or approved paint grade hardwood, or as I . Prior to acceptance of work, furnish written g mechanical bath mixer with sufficient amount of water to produce workablility otherwise noted on drawings. covers repairs required to maintain roof, n consistency. Do not retemper after 2 1/2 hours. 3. Exterior Trim: Azek, unless otherwise noted. condition. Make repairs at no cost to the OO affected in making repairs also made good at ✓ith the material B. BOND: Construct masonry in running bond pattern, unless noted otherwise. 4. Exterior Shingles: Certi-Last clear Grade A Pressure-Treated Red Cedar Guaranty is in addition to Manufacturer's War -ial, submit at least 3 units C. Hollow Units: ACI 530. 1 . Shingles with 7" exposure manufactured in accordance with standards me or name of the established by the Cedar Shake and Shingle Bureau. PRODUCTS: D. All units: 5Exterior Decorative Shingles: Certs-Last Fancy-Butt Grade A Pressure Treated Red Materials and Methods: to indicate action 2. Cut exposed edges .es or faces of masonry units smooth or position so that all exposed faces or edCedar Shinles with 7 I /2" exosure. Number I Grade, Blue Labelges are unaltered manufactured surfaces. g p I . Architectural Shingles: "Slateline Shingles" a :e with specified G. Interior * Exterior Wood Ceiling: I x G T*G V-groove No. I Pine. Soffit Corporation, 13G I Alps Road, Wayne, NJ O 3. At end of each day, cover new work. Step back masonry, do not tooth. sat second floor shall be TSG V-groove No. 2 Pine. 2. Membrane Flashing: Protecto-wrap rain-pro g g 4., Tr�� u&� �t(� mortar is soft and plastic.. Any unit disturbed to the overhan.� Exterior Trim Hardware: Stainless steel. E. �> a�� I� ��cdd°� � I �hall be removed and relaid in fresh mortar. 3. Asphalt plastic cement: ASTMD 4586. I . Coordinate installation of pipes and conduits passing through walls, piers, 8. Exterior Millwork: By approved millwork company. Fraser Millworks and Tri-W 4. Accessories: Fasteners, etc., as recommen or beams as indicated. Use steel sleeves where indicated. moulding are pre-approved. and screws shall be stainless steel of length 9. Columns: Permacast smooth square columns of sizes shown on drawings and as manufacturer. can termite control manufactured by HB*G Columns of Troy, Alabama. 5. Underlayment: Protecto-Wrap: Rain Poof G the residence, F. Bed and Head Joints: Joints shall be 3/8 inch thick, except that bed joint Phone number (800) 2G4-4HBG, FAX (334) 5GG-4629. n of starting course placed over foundation may be 1 /4" inch to 3/4 inch thick. 10. Brackets: 4 x 4 clear Cedar brackets, as drawn. IValley Flashing: 20 oz. copper nstallation: G. Weep Holes: shall be provided at 32" horizontally. 1 1 . Interior * Exterior Trim: shall be primed and back primect. Seal joints with H. Zini IIJan�5ecure anchors, flashing, weep holes, and other accessories, as Base Sealer. i Underlayment and flashing systems shall be i . Local Code, good practice, the drawings, t Ind1PPo5ed and below grade masonry, fill holes created by line pins with 12. Finish wood shall be cut true to detail. Special care shall be taken to observe Roofing Manual" and these specificaitons. by a certified pest or mortar. alignment and detailing. Flat members of interior trim shall be back out. All strigent shall govern. of Florida for termite 2. Remove masonry protrusions extending 112" inch or more into cells or exposed surfaces shall be ready for scheduled finish. Azek shall be installed in routed. strict accordance with Manufacturers Written Instructions or other 2. Apply Protecto Wrap as a waterproof under) cavities to be g all secondary roofs and domers. Kcal regulations and 8, CLEANING AND POINTING: manufacturered trim product. 3. All underlayment shall be flashed and counter jencies as required by gyred and administered A. Face of all exposed masonry shall have loose mortar and drippings 13. Joints shall be accurately and inconspicuously made by coping wherever vertical walls. removed, and shall be left clean, stain free, and weather tight. possible and mitering joints. Carefully scribe to all surfaces. 4. Install closed cut valleys. 9. SPECIAL PREPARATION: 14. Interior wood paneling: Wood shall be flush and even, so as not to call 5. Install fiberglass shingles with a weather-exp final payment o the he A. Cold Weather Installation: When either ambient temperature fail below 40 attention to observer's eye. manufacturer and offset succeeding course. Avner, a written degrees F or temperature of masonry units is below 40 degrees F, implement FlaShing and Sheet Metal : e concentration rates cold weather procedures of ACI 530. 1 . DIVISION 7 - Th E RM AL AND MOISTURE PROOFING SCOPE: :ontrol. B. Hot Weather Installation: When ambient air temperature exceeds 100 Damproofincj and Waterproofing : A. Furnish and install all flashing and sheet meta in the amount of degrees F or ambient air temperature exceeds 90 degrees F and wind I . Drips nfestation should it velocity is more than 8 mph, implement hot weather procedures of ACI 530. 1 . MANUFACTURERS: 2. Flashing and counterflashing I , Vulkem 201 : Tremco, Inc. (800-32 1 -790G). Use on below grade 3. Gutters and downspouts, as shown on Roof foundation wall 4. Flashing for all rooftop penetrations 5. Flashing at decorative exposed wood * top vork including: , - -%— — urr, . — — vv� „yr*-, -J-1--i 2. PRODUCTS: 3. MATERIALS: a. FRENCH DOORS: Shall be Pella Window and Door Company a. WOOD FLOORING: 5" T*G quartersawn white oak plank over 30# asphalt an and Exterior Elevations. Architect Series Seacoast EnduraClad white French Doors. Glass shall be impregnated felts. Insulated impact Low E PVB. Screens shall be rolscreens (white). Grille ILT, columns. 7/8" Traditional style with spacer bars. c.b. UNDERLAYMENT: 3/4" CDX plywood. b. Exterior Fiberglass Entry Doors: Shall be 2 panel Fiberglass entry doors finish. HARDWOOD FINISH: Stain and 3 coats of polyurethane. Final coat satin :)r white painted aluminum (see as manufactured by ThermaTru Doors of Maumee, OH (800) 843-7628, or fi approved equal. Smooth Star 5y5temi doors. 4. INSTALLATION: c. Sectional Overhead Doors: Shall meet impact resistance, wind load and a. Building shall be fully enclosed and climate controlled prior to delivery of posed at roof drip edge. other requirements as affected by local, state and federal regulation. wood. Manufacturer: Clopay Door of Mason Ohio. Standard 1 3/8" Reserve b. Material should be delivered 4 to 5 days or more prior to installation and aluminum Colleciton built as shown on exterior elevaitons. Finish to be painted. shall be broken up into small lots and stored until it reaches a moisture Operator: Opener to be Lift Master 112 hp motor with remote control. content equal to conditioned environment. Temperature and humidity of white aluminum d. Front Entry Door * Screen Door: as supplied by Varsity Plaza Supply. space shall be at or near occupancy levels upon delivery and storage of Contact: Mark Bruce (9 1 2) 2G4-2802. email material. Use dehumidifier if necessary to obtain proper humidity. Ns: pre-panted white aluminum varsitysupply2@bellsouth.net. Manufacturer is Steward Brannfn Millwork. c. PROTECTION: Wood flooring shall be protected from weather and contact with rough construction after installation. Cover installed floors with 3. SUBMITTALS: building paper until finish 15 applied. Wood floors shall not be finished until a. Submit shop drawings for all doors to show stile and rail dimensions and other trades have completed work. Pre-painted White aluminum. configuration. Indicate operation, mounting height of finish hardware, type of lass and finish. Indicate method. of attachment to meet the wind load d. Wood flooring shall be installed according to industry standards. Wood iinum. 9 floors shall be sanded smooth and vacuumed of all fine sawdust prior to requirements. application of finish. Final coat of finish to be applied when all other trades feet metal of the same kind of 4. DELIVERY, STORAGE * HANDLING: have completed work and just prior to Owner occupancy. Bch it will contact, e.g. nails, a. Deliver to job site in unopened cartons, which are identified with material CARPET: name, date of manufacture and lot number. 5. JOB CONDITIONS: I SCOPE: . a. Before installation, verify opening is plumb, square and of proper dimension. a. Provide all labor and materials for a complete installation of carpet. Isolate from other materials b. Store up off ground, under cover, protected from weather and 2• SAMPLES: construction activities. a. Provide 3 samples of each carpet color and I sample of padding for approval by Interior Designer and owner. G. INSTALLATION: nd substantially secured and b. Install doors and windows in strict accordance with manufacturer's literature. 3. MATERIALS: ,le materials, methods and a. Installer shall conform to manufacturer's written installation instructions. a. Carpet: Provide an allowance of $50/5Y for carpet and padding in areas shown to receive carpet. 4. EXTERIOR FINISHING: b. Underlayment: Contractor shall provide 1/2" particle board with sealer a. Caulk around perimeter of exterior doors after exterior finish is applied, over sub-floor in all rooms to receive carpet. use backer rod behind all caulk joints. 4. INSTALLATION ent, incidentals, b. Water test each door for water tightness after each installation prior to a. Underlayment: Plywood subfloor shall be vacuumed thoroughly to remove :)n necessary to complete installation of trim. Hose test with pressurized nozzle attaining 30-35p5i. all dust and debris prior to installation of 112" underlayment. Underlayment Hold nozzle one foot perpendicular to door spraying 5 square feet for five shall not be installed until wallboard is installed and the surface is thoroughly r herein. minutes on doors. vacuumed and coated with a water based sealer prior to installation of ;error walls. Wood WlndoW5: carpet. Underlayment shall be installed with aluminum or stainless steel ier or not specifically called for fasteners. this contract complete, fully I . PRODUCTS: b. Carpet: Carpet shall be installed to eliminate or minimize seams. a. Pella Architect Series Windows. Seacoast EnduraClad, White exterior. to be used only at interior Insulated Impact Annealed Low��E PVB glass. All operable windows shall include COUNTERTOPS AND DECORATIVE STONE SURFACES : exterior and interior screens. Muntins shall be 7/8 traditional style. sere specifically noted on a. Installer shall be familiar with wood window products and shall have I . SAMPLES: I by the manufacturer of the experience in their installation. a. Provide samples for approval. 2. QUALIFICATIONS: 2. 5UBMITTAL5: a. Installer shall have direct experience with the installation of stone slabs for rature of all materials a. Submit shop drawings for all windows to show sash and muntin dimensions used. and configuration. Indicate operation, mounting height of finish hardware, a minimum of 5 years. type of glass and finish. Indicate method of attachment to meet the wind 3. MATERIALS: load requirements. a. Granite Countertops: type of granite and edge detail as selected by ion TT-C-598C, interior Interior Designer/Owners. Contractor to fabricate and install. 3. DELIVERY, STORAGE * HANDLING: b. Solid Surface Resin: type of edge detail as selected by Interior ration TT-5-00230-Ca. Deliver to fob site in unopened cartons, which are identified with material Designer/Owners. Contractor to fabricate and install. ;d by Architect from standard name, date of manufacture and lot number. c. Underlayment: Marine grade 3/4" plywood. 4. JOB CONDITIONS: d. Stone surrounds at fireplace: Slabs selected by Owner/Interior Designer. icturers of caulking or sealant a. Before installation, verify opening is plumb, square and of proper dimension. Contractor to purchase, fabricate and install. b. Store up off ground, under cover, protected from weather and e. Stone sealer: Aquapel penetrating sealer as manufacturered by Stone ants and other necessary construction activities. Care International, Inc. >sential for a complete 5. INSTALLATION: 4. INSTALLATION: b. Install windows in strict accordance with manufacturer's literature. a. Stone surfaces and solid surfaces: to be caulked prior to a. Installer shall conform to manufacturer's written installation instructions. I . All stone countertops shall ahve a solid wood, marine grade underlayment, Ilei-5 prior to caulking. Remove it then replace and paint. G. EXTERIOR FINISHING: level smooth, with cut outs and clearances as required. a. Caulk around perimeter of exterior windows after exterior finish is applied, 2. Stone shall be pre-cut with all necessary cut-outs for sinks, fittings, and use backer rod behind all caulk joints. accessories. Edge surfaces shall be polished, rounded, square or smooth as b. Water test each door for water tightness after each installation prior to required for the specific location and use. make accommodations for rester than I I /2" wide installation of trim. Hose test with pressurized nozzle attaining 30-35p5i. operation and attachment of fittings as required. not be g Hold nozzle one foot perpendicular to door spraying 5 square feet for five 3. Counters shall be full length wherever possible. Seam locations shall be minutes on doors. discussed with Interior Designer and Architect prior to fabrication. All seams -imended by material's shall be located to minimize appearance and shall have solid structure below. institute's (AWI) publication Hardware: Seams shall be perceived as flat with no variation between slabs. dation. b. Apply clear penetrating sealer to cleaned stone surface in strict r nozzle size to fit point and with I . SCOPE: accordance with manufacturer's written instructions. surface. a. Install all finish hardware for ,all doors, windows and cabinets. Submit a pound slightly concave with hardware schedule and sample of each style and finish selected. 2. MATERIALS: with coving tool. a. Exterior doors: Exterior doors supplied by Pella shall arrive at the fob site ready to be installed with the appropriate hardware, sill system and as materials from points weathersealing integral to Pella's door systems, as recommended by the Cl solvent and cleaners. manufacturer and as shown in the drawings. Keyed locks shall be stain minimum 114" ,Joint width coordinated with Owner's master key system. French doors shall have retractable screens. )W5: b. Exterior windows: Hardware shall be painted locking system throughout, including screws. Color of hardware to be determined. Interior finish hardware shall be selected by Owners and Architect. All operable windows shall have removable screens. -oducts and shall have experience 3. INSTALLATION: a. Door and window hardware shall be ad,Justed for tight fit ,Just prior to substantial completion. Installation shall be according to written instructions turer's certification indicating from Manufacturer. sign requirements. DIV 15I O N 9 : FIN 15 H E5 ng surface to be concealed by wall ig. Seal unfinished top and bottom Wood Flooring : I . SCOPE: yrs indicating waterproofing and a. Provide all labor and materials in accordance with this specification and as indicated on the drawings for a complete installation of wood flooring. 2. SAMPLES: ,RIA: CONCRETE: JOBSITE HANDLING AND ERECTION AND TEMPORARY TRUSS BRACING DURING ROOFING: ;IGNED IN ACCORDANCE WITH FLORIDA BUILDING ALL CONCRETE HAS BEEN DESIGNED USING ACI 318 "BUILDING CODE REQUIREMENTS INSTALLATION OF TRUSSES SHALL BE CLEARLY LABELED AND COMPLY WITH TPUWTCA THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGIs AISC,NDS, APA AND ASCE-7 FOR STANDARD CONCRETE", AND CONSTRUCTED IN ACCORDANCE WITH ACI 301 BCSI 1. SYSTEM AND FLASHING AND VALLEY MATERIAL ASPHAL "SPECIFICATION FOR STRUCTURAL CONCRETE". WITH ASTMD3161 AND BE INSTALLED ACCORDING TO MA XERIALS SHALL BE IN ACCORDANCE WITH THE ALL PRE-FABRICATED TRUSSES SHALL BE FASTENED TO THEIR SUPPORTING MEMBERS REQUIREMENTS. CLAY AND TILE SHALL BE INSTALLED P ON OVER THE WORK INVOLVED. ALL CONCRETE SHALL HAVE A MIN.28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI BASED I.E.WALLS,BEAMS WITH MIN.UPLIFT CONNECTOR INDICATED IN THE UPLIFT ROOF TILE INSTALLATION MANUAL AND THE MANUFACT ON ASTM C 172, C31 AND C39 UNLESS SITE DICTATES THAT THE CONCRETE WILL BE CONNECTOR HARDWARE SCHEDULE. STANDING SEAM METAL ROOFS SHALL COMPLY WITH AS WINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS EXPOSED TO ONE OF THE EXPOSURE CATEGORIES SPECIFIED IN CHAPTER 19, SECTION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 'HALL GOVERN CONSTUCTION FOR TIRE PROJECT 1904 OF FBC2007 AND ACI318, SECTION 4.2.2. ALL GABLE END WALLS SHALL BE BALLOON FRAMED OR BRACED IN ACCORDANCE THE THESE PLANS. GABLE BRACING DETAILS INDICATED WITHIN THESE PLANS OR SPECIFICATIONS. SUB-FLOORING: ADDITIONAL CONCRETE REQUIREMENTS FOR STRUCTURES LOCATED WITHIN 1500 FT SUBFLOORING AND UNDERLAYMENT SHALL BE A MIN. O JOT HAVE CONTROL OR BE RESPONSBILE FOR THE COASTAL CONSTRUCTION CONTROL LINE AND OTHER EXPOSURES AS LISTED IN WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBCR EXCEPT AS NOTED WITHIN GROOVE, GLUED AND NAILED APA RATED SHEATHING O ID,TECHIMQUES,PROCEDURES OR SEQUENCES OR CHAPTER 19, SECTIONS 1904, 1905 AND 1907 OF THE FBC2007 BUILDING CODE. THESE PLANS. OSB. SPAN RATING NOT LESS THAN 24" ON CENTER SPACI DNTRACTOR OR ANY OTHER PERSONS PERFORMING 48/24 FOR APA RATED SHEATHING. FLOOR SHEATHING S Z ANY OF THEM TO CONSTRUCT THE WORK IN CEMENT SHALL CONFORM TO ASTM C150;AGGREGATE SHALL CONFORM TO ASTMC33 THE DOUBLE TOP PLATE SHALL PROVIDE A 4 FT.LAP AND SHALL BE FACE-NAILED W/ SUPPORTS AND BLOCKING WITH 10d NAILS AT 6"ON CE DOCUMENTS. UNLESS ADDITIONAL REQUIREMENTS BASED ON EXPOSURE IN FBC2007 CHAPTER 19 MIN. (8)12d SINKERS. EDGES AND 12"ON CENTER SPACING AT INTERMEDIATE STATE MORE STINGENT CRITERIA. VSIBLE FOR ALL TEMPORARY BRACING THAT IS ALL FRAMING CONNECTORS AND HARDWARE NOTED ON DRAWINGS SHALL BE WATERPROOFING: I'O KEEP THE STRUCTURE SAFE AND PLUMB UNTIL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGIS CE. ANY BRACING INDICATED OR CALLED FOR ON NOTED ON THESE DRAWINGS. REINFORCING DETAILS SHALL CONFORM TO ACI 315. FLASHING. )R THE "FINAL"AND COMPLETED STRUCTURE ONLY. ALL REINFORCING STEEL SHALL BE HELD SECRUELY IN POSITION WITH STANDARD FASTENING SUBMTED TO MOIST OR COASTAL CONDITIONS SHALL BE HOT DIPPED GALV. ACCESSOSRIES IN CONFOMRANCE WITH CRSI MANUAL OF STANDARAD PRACTICE. TO ASTM 153-80 OR STAINLESS STEEL INCLUDING NAILS AND OR SCREWS. )NTRACTOR TO VERIFY ALL DIMENSIONS AND TO COMMENCEMENT OF THE PROJECT AND TO SLABS AND FOUNDATIONS SHALL BE PLACED ON CLEAN SAND FREE OF DEBRIS AND ALL MANUFACTURED LUMBER SHALL BE PRESSURE TREATED TO A SERVICE LEVEL 3 WITHIN THESE PLANS WITH THE ACTUAL EQUIPMENT OTHER DELETERIOUS MATERIAL. STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. TREATMENT FOR EXTERIOR CONDITIONS, U.O.N. DICATED ON THESE DRAWINGS NOTIFY THE EOR. IF DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D 155 7,FOR DRAWINGS AND DRAWINGS OR SPECIFICATIONS A DEPTH OF 2'-0" BELOW THE BOTTOM OF THI:; FOUNDATION. SYP#2 SHALL BE USED FOR ALL HEADERS AND TOP PLATES AND ALL CONVENTIONALLY [CAL, ELECTRICAL OR PLUMBING ENGINEERS FRAMED MEMBERS. SYP#2 PRESSURE TREATED SHALL BE USED FOR ALL SILL PLATES, THE FOLLOWING MIN. CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCMENT U.O.N. UNLESS EXPOSURE REQUIREMENTS AS SPECIFIED IN THE FBC2007 CODE STATE A MORE LIES ARE REQUIRED TO MEET OR EXCEED THE STRINGENT REQUIREMENT: HEADER STUDS AND CRIPPLES SHALL BE NAILED AT 6"ON CENTER SPACING W/ 12d NAILS I WIND PRESSURES FOR THIS SPECIFIC PROJECT SITE 3" CONCRETE CASE AGAINST AND PERMANTLY EXPOSED TO EARTH STAGGERED. A MIN. OF(1)CRIPPLE AND(1) KING STUD SHALL BE PROVIDED AT END OF 2" CONCRETE EXPOSED TO EARTH OR WEATHER, #6 REBAR AND LARGER EACH HEADER U.O.N. 1 ''/2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 REBAR AND SMALLER 14 GEOTECHNICAL REPORT PREPARED BY 11/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER,OR IN CONTACT WITH HEADERS EXCEEDING 48" PRIVDE SIMPSON SST-SPH4/6 OR SST-LSTA18 STRAPS FROM TING COMPANY, INC. DATED MAY 26, 2009, PROJECT EARTH: PRIMARY REINFORCEMENT,TIES, SPIRALS, STIRRUPS IN BEAMS HEADER TO DOUBLE TOP PLATE AT 32" ON CENTER SPACING, '/2"DIAM. ANCHOR BOLT OR [TS FOR THE SITE PREPARATION AND SOIL AND COLUMNS W'0" EPDXY ANCHOR SHALL BE INSTALLED IF HEADER IS GREATER THAN 5'-0". kLL BE FOLLOWED UNLESS MORE STRINGENT 2" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER,CENTERED IOCUMENTS OR THE GEOTECHNICAL REPORT. A FOR SLABS ON GRADE ATTACHED HEADERS OR BEAMS TO POST WITH (2) SIMPSON CS20 FLAT STRAPS WITH PSF WAS USED FOR FOUNDATION SIZING. THE EOR (7)]Od x 1 '/2" NAILS TO HEADERS/BEAM AND(7) l Od x 1 V2"NAILS TO POST U.O.N. ON PLANS. ONS DIFFER FROM DESIGN ASSUMPTIONS SPECIFIED. ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK,U.O.N. NOTCH HEADERS/BEAMS UNDER TOP PLATES AND BEAR ON JACK STUDS OR USE SIMPSON HUC410 HANGER WITH(8) 16d NAILS TO WALL, (8) 16d NAILS TO HEADER. DOWELS FROM FOUNDATION OR SLABS TO WALLS SHALL MATCH VERTICAL WALL PEST SUPPLEMENTS REINFORCING, U.O.N. DOWELS SHALL BE PLACED PRIOR TO CONCRETE PLACEMENT. ANCHOR POST TO FOUNDATIN WITH A MINIMUM OF SIMPSON ABU POST BASE WITH(1) 5/8"THREADED ROD SET 7" INTO THE FOUNDATION AND (12) 16d NAILS TO POST OR USE PROVIDE A3/4" CHAMFER AT ALL EXPOSED CORNERS OR BEAMS, WALLS, ETC. U.O.N. (1)SIMPSON HTT16 HOLD-DOWN WITH (1)5/8"THREAD ROD SET 7" INTO FOUNDATION (18) iE: 30PSF 16d NAILS INTO POST U.O.N. ON PLANS. )RAGE: IOPSF AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE [OPSF CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. SEE STUD SCHEDULE FOR EXTERIOR LOAD BEARING, SHEARWALLS AND NON-LOAD CARPET/WOOD) BEARING STUD SIZE AND SPACING U.O.N. ON PLANS. TILE) ANCHOR ADHESIVES SHALL BE EITHER "EPDXY-TIE SET"OR"ACRYLIC-TIE AT" BY L/240 (BRITTLE STUCCO SURFACE) SIMPOSN STRONG TIE AND INSTALLED ACCORDING TO MANUFACTURE'S ENGINEERED LUMBER SHALL BE A MINIMUM OF 2.0E G P LAM LVL AS MANUFACTURED RECOMMENDATIONS OR AS MANUFACTURED BY HILTI OR APPROVED EQUAL. BY GEORGIA PACIFIC WITH A MINIM OF THE FOLLOWING ALLOWABLE STRESSES: TINGLES) 15 PSF (TILE) E= 2,000,000 PSI 15 STRUCTURAL STEEL: Fb= 2950 PSI ALL WELDED WIRE FABRIC:ASTM Al 85 Fv = 285 PSI -TINGLES) 15 PSF (TILE) CHANNELS,ANGLES, PLATES AND OTHER MIC. STEEL ASTM A36 Fc (perpendicular)=750 PSI 3F STRUCTURAL STEEL TUBING(HSS SECTIONS)ASTM A500 CARPET/WOOD) STRUCTURAL STEEL PIPING ASTM A53 OR 501 OR BOISE VERSA LAM 2.0 3100 SP TILE) ALL BOLTS SHALL BE 3/4" DIAMETER A325N U.O.N. ANCHOR BOLTS SHALL BE MIN. 3/4"DIAMETER ASTM F1554 U.O.N. MULIT-PLY ENGINEERED (LVL OR PARALLAM)BEAM CONNECTION SHALL BE AS WELDED STUDS ASTM A108 FOLLOWS U.O.N. ON PLANS: DEFORMED BAR ANCHORS ASTM A706 (2)PLY 1 3/4" WIDTH BEAMS- (3)ROWS- .131 x 3 '/4"NAILS @ 12" O.C. SPACING WASHERS SHALL BE ASTM F436 GRADE 36 (3)PLY 1 3/4" WIDTH BEAMS- (3)ROWS- .131 x 3 '/4"NAiLS @ 8" O.C. SPACING EA. SiDE NUTS SHALL BE AATM A563 GRADE A HEX (4)PLY 1 3/4" WIDTH BEAMS- (3)ROWS- SIMPSON '/4" x 6" SDS SCREWS @ 12" O.C. TON SPACING EA. SIDE +/-0.18 ALL STRUCTURAL STEEL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC THE TOP AND BOTTOM NAILS OR SCREWS SHALL BE PLACED 2"FROM TOP OR f qh=30.6 PSF SPECIFICATIONS. BOTTOM OF BEAM AND CENTER ROW OF FASTENERS TO BE PLACED IN THE FOR COMPONENTS AND CLADDING FOR VERTICAL MIDDLE OF THE BEAM MINIMUM SIZE OF FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECUTRAL,MECHICNAL OR STRUCTRAL IN LIEU OF ALL THREADED RODS CONTRACTOR MAY SUBSTITUTE CONVENTIONAL AUM DESIGN PRESSURES PSF DRAWINGS. ALL WELDS SHALL BEA MIN.OF:3/16" ALTERNATING 2-12 U.O.N. STRAPPING OR IN AREAS INDICATED ON PLANS TO USE CONVENTIONAL STRAPPING: ZONES("a"FT) DISTANCE FROM SIMPSON SPH4/6 W/(10) 10d NAILS EACH END FOR WALL STUD/TOP PLATE IDE EDGE OF STRUCTURE INTERIOR ZONE ALL WELDS SHALL BE MADE WITH E70XX ELECTORDES FOR STRUCTUAL STEEL AND E60 CONNECTIONS AT 32" ON CENTER SPACING U.O.N. D AND(-)34.7 (+)26.0 AND(-)28.0 SERIES ELECTORDS FOR STEEL JOIST.ALL WELDING IS TO BE DONE BE WLEDERS 7 AND(-)32.3 (+)24.7 AND(-)27.0 HOLDING CURRENT CERTIFICATES FROM A RECONGZIED TESTING LAB. ALL WELDS ARE SIMPSON SPH4/6 W/(10) 1 O NAILS FOR STUD AND (6)10D NAILS TO SILL PLATE 2 AND(-)29.3 (+)23.2 AND(-)25.4 TO BE PER A.W.S.D 1.1 CODE. CONNECTIONS AT 16" ON CENTER SPACING U.O.N. D AND(-)27.0 (+)22.0 AND(-)24.2 PRIME ALL STEEL SURFACES BOTH EXPOSED AND CONCELAED,ARE TO RECEIVE ONE SiMPSON MSTA36 STRAPPING W/(26) l Od NAILS EA. END FOR LOAD BEARING SHOP COAT AND FILED SPOT PRIME (WELDS, SCARS,CONN, ETC.) STUDS TO FLOOR FRAMING BELOW CONNECTINS AT 32" ON CENTER SPACING TED WITHIN A WiND BORNE DEBRIS AREA U.O.N. )R SHUTTERS SHALL BE PROVIDED. ALL ANGLES, BARS,ANCHORS,ANCHOR BOLTS, ETC,EMBEDDED IN COCNRETE SHALL BE HOT DIPPED GALV. AFTER FABRICATION. EXTERIOR WALL AND INTERIOR SHEAR WALL SHEATHING: WALL SHEATHING SHALL BE MINIMUM OF EXP. 1 APA RATED SHEATHING OF APA ;476 WITH A MINIMUM 28 DAY COMPRESSIVE ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV.AFTER FABRICATION OR STRUCTURAL 1-(5)PLY PLYWOOD: SPAN RATING NOTE LESS THAN 32/16. FASTEN )19. GROUT SHALL BE MIXED TO PROVDE A SLUMP STAINLESS STEEL OR AS INDICATED ON THE CONTRACT DOCUMENTS. SHEATHING WITH A MINIMUM OF 8d COMMON NAILS AT 6" ON CENTER SPACING AT THE ',R EXPOSURE CATEGORY REQUIREMENTS. SUPPORTED EDGES AND 6" ON CENTER SPACING AT INTERMEDIATE SUPPORTS. REDUCE STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO EOR FOR APPROVAL PANEL EDGE NAILED AS INDICATED ON PLANS AND MIN. 3" ON CENTER SPACING [C270 TYPE M OR S, U.O.N. IN FBC PER EXPOSURE PRIOR TO FABRICATION. CONTRACTOR SHALL CAREFULLCHECK AND STAMP AROUND OPENINGS AND 3" EDGE NAILING 1N LOWER TOP PLATE ON ALL EXTERIOR "APPROVED"BEFORE SUMBTITING TO THE EOR. NO SPLICES OR OTHER DETIALS ARE TO WALLS. BE ADDED WITHOUT SUBMITTAL. BE ASTMC90-75, HOLLOW LOAD BEARING UNITS, EXPANSION ANCHORS: U.O.N. INSTALL AHNCORS PER MANUF. WRITTEN INSTRUCTIONS, SHEAR WALL AS INDICATED BY SW-1 ON THE PLANS SHALL BE NAILED WITH SAME HT, WITH A MIN. COMPRESSIVE STRENGTH OF 1,900 INCLUDING MANUR MIN.EMBEDMENTS AND EDGE DISTANCES.ALL ANCHORS WITH NAILING PATTERN AS ABOVE WITH A MINIMUM OF (2) STUDS AT EACH END OF THE WALL EXPOSURE CATEGORY REQUIREMENTS. EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. SEGMENT INDICATED ON THE PLANS U.O.N. SW-3 INDICATES AN INCREASE IN THE NAILING PATTERN TO 3" ON CENTER SPACING AT 'HALL BE LAP SPLICED WITH A MIN. LAP OF 48 TIMES HOLES REQUiED FOR BOLTED CONNECTIONS MAYBE DRILL OR PUNCHED. THE SUPPORTED EDGES AND 6"ON CENTER AT INTERMEDIATE SUPPORTS WITH A CiNG PLUS 6". MINIMUM OF (3) STUDS AT EACH END OF THE WALL SEGEMENT INDICATED ON PLANS WOOD FRAMING: U.O.N. RE VERTICAL REINFORCING 1S INDICATED ON THESE ALL WOOD MEMBERS EXPOSED TO EARH OR N CONTACT WITH COCNRETE MASONRY OR DOTES FOR MASONRY CONSTRUCTION AND EARTH SHALL BE TREATED WITH A PRESERVATIVE SUITABLE FOR THE SITE EXPOSURE ROOF SHEATHING AND DIAPHRAGM ATTACHMENT: CONDITIONS. MIN. OF PRESSURE TREATED IS REQUIRED. IF ACQ TREATMENT IS USE A MINIMUM OF EXP. l APA RATED 5/8"THICK PLYWOOD SHEATHING WITH A SPAN PROVIDED ON THE MEMBERS THEN ALL NAILS AND SCREWS ARE REQUIRED TO BE HOT- RATING NOT LESS THAN 24/16. ALL PANELS SHALL BE CONTINUOUS OVER A MINIMUM OF ,LL BE A DIPPED GALVANIZED AFTER FABRICATION MEETING ASTM A 153, CLASS C OR ASTM B695. 3 SUPPORTS. END JOINST SHALL BE STAGGERED. PROVIDE MIN. 2X4 BLOCKING WITHIN 4' WITH APPROVED TIES WITH SPACING NO OF GABLE END WALLS. FASTEN TO SUPPORTS AND BLOCKING WITH A MINIMUM OF 8d 'AL AND HORIZONTAL. A MIN. OF N0. 9 GAGE PRE-FABRICATED WOOD TRUSSES SHALL COMPLY WITH NDS AND ANSI/TIP 1-02 AND RING SHANK NAILS x 2 ''/2" LONG 6" ON CENTER SPACING AT PANEL EDGES AND 6" ON ?D. SHEET METAL TIES OF A MIN. OF 22 GAGE x 7/8". SHALL BE DESIGNED BY THE TRUSS MANUFACTURER'S ENGINEER AND SUBMITTED FOR CENTER SPACING AT INTERMEDIATE SUPPORTS, REDUCE NAIL SPACING TO 3"ON CENTER APPROVAL WITH A REGISTERED ENGINEER'S SEAL. DESIGN CRITERIA SHALL BE AROUND ALL OPENINGS AND SPACING TO 3" ON CENTER AT PANEL EDGES 4' FROM GBLE CLEARLY LABLED WITH RATED LOAD CAPACITY OF ALL TRUSS TO TRUSS CONNECTOR, END WALLS. REACTIONS, SIZES OF ALL MEMBERS, DEAD, LIVE AND WIND LOADINGS WITH SPECIFIED SPACING. 2ND ROOF FRAMING LEGEND LABEL MEMBER SIZE HANGERS ATTACHING TO PLATE CLIP RFI 2x8 #2 PT SYP LSSU210 BEAM/LEDGER RF2 2x6 #2 SYP RDG1/H14 6-1001 0,131 GUN NAILS RF3 2x6 #2 SYP RDG2/SUB 6-10d 0.131 GUN NAILS RF4-RF5 2x10 #2 SYP RDG7,8/WALL 6-10d 0.131 GUN NAILS RF6 2x8 #2 SYP RDG3/WALL 6-10d 0.131 GUN NAILS RF7 2x8 #2 SYP RDG3/RDG8 6-10d 0.131 GUN NAILS RF8 3-PLY 2x10 #2 SYP HUS26-3X SLD8 RDG8/WALL 6-10d 0,131 GUN NAILS RF9 2-PLY 2x10 #2 SYP LSSU210-2 RDG7/WALL 6-10d 0,131 GUN NAILS ,.., RF10-RF11 2x6 #2 SYP RDG4/WALL 6-1001 0,131 GUN NAILS L7 RF12 2x8 #2 SYP RDG5/RF9 6-10d 0.131 GUN NAILS RF13 2x8 #2 SYP RDG5/RDG7 6-10d 0.131 GUN NAILS _ RF14 2x8 #2 SYP VR1/RDG7 6-10d 0.131 GUN NAILS RF15-RF18 2x6 #2 SYP VR1/RDG7 6-10d 0,131 GUN NAILS RF19 2x6 #2 SYP RDG9/RDG7,8 6-10d 0.131 GUN NAILS _ _ = N RF20-RF21 2x6 #2 SYP RDG9/VR2 6-1001 0,131 GUN NAILS II II II it II II II II II II ( RF22 2x8 #2 SYP RDG9/VR2 6-10d 0,131 GUN NAILS I 1 RF23 2-PLY 2x10 #2 SYP RDG9/VR2 6-10d 0.131 GUN NAILS _ _ = RF24 2-PLY 2x12 #2 SYP RDG9/VR2 6-1001 0,131 GUN NAILS RF25 2-PLY 2x12 #2 SYP RDG9/WALL 6-1001 0.131 GUN NAILS RF26-RF29 2x6 #2 SYP RDG9/VR2 6-10d 0,131 GUN NAILS RF32A 2-PLY 2x8 #2 SYP LSSU210-2 RDG8/WALL 6-10d 0,131 GUN NAILS RF73 RF74 RF32-RF35 2x6 #2 SYP RDG8/WALL 6-10d 0.131 GUN NAILS Ln II II II II II II II II II II I RF36-RF37 2x6 #2 SYP RDG6/NAILER 6-10d 0.131 GUN NAILS I II II II I) I) II II II Il 11 I RF38 2x10 #2 SYP RDG12/WALL 6-10d 0.131 GUN NAILS 1 RF39 2-PLY 2x10 #2 SYP LSSU210-2 RDG12/WALL 6-10d 0,131 GUN NAILS _ = RF40 2x6 #2 SYP RDG12/RDG10 6-10d 0.131 GUN NAILS RF41-RF44 2x6 #2 SYP RDG12/VR1 6-10d 0.131 GUN NAILS RF45-RF46 12x6 #2 SYP RDG11/WALL 6-1001 0.131 GUN NAILS RF48-RF49 2x8 #2 SYP RDG12/WALL 6-1001 0.131 GUN NAILS =FRF35 DGR5 --_ _ 7=_ RF4 RF50-RF51 2x8 #2 SYP RDG12/VR2 6-10d 0.131 GUN NAILS RF52-RF59 2x6 #2 SYP RDG12/VR2 6-1001 0.131 GUN NAILS II II II II II II RF68 Lus26 _RF34 _ _ LUS26, RFg RF60-RF62 2x8 #2 SYP RDG13/WALL 6-1001 0,131 GUN NAILS PawII II II II II III II r II II Lus26 =_ - RF63-RF65 2x6 #2 SYP RDG13/VR3 6-lOd 0.131 GUN NAILS RF66 2-PLY 2x8 #2 SYP LSSU210-2 RDG13/WALL 6-10d 0.131 GUN NAILS I I I 1 RF33 1 I ___Lus26 I RF67-RF68 2x6 #2 SYP RDG14/WALL 6-1001 0,131 GUN NAILS J LUS26 RF69 2x6 #2 SYP RDG13/RDG14 6-lOd 0,131 GUN NAILS 1.1.11 LDGR2 CL2 RF70-RF71 2x10 #2 SYP LDGR3,4/WALL 6-lOd 0,131 GUN NAILS R 1514 I I I I _ _ ___LUS26 III III III III III — — Lus26 — — - RF72 2x8 #2 SYP LDGR5/H7 6-1001 0,131 GUN NAILS RF32 RF73-RF74 2x6 #2 SYP RDG15/WALL 6-lOd 0,131 GUN NAILS I III III III III III III RF6 = 1 1 =—_LUS26 RF75 2x6 #2 SYP LDGR5/NAILER 6-1001 0,131 GUN NAILS N Luse — VRl 2-PLY 2x12 #2 SYP LSSU410 RDG12/WALL 6-10d 0.131 GUN NAILS J J ' — F RDG311 = �� VR2 2-PLY 1.75x11.875' LVL LSSU410 RDG9/WALL 6-lOd 0.131 GUN NAILS _ _ — — _—_ Lus26 = VR3 2x10 #2 SYP RDG9/H12 6-1001 0,131 GUN NAILS Lr) RF7 RF6 RDG1 2x8 #2 SYP RF2/WALL 6-1001 0,131 GUN NAILS CO I ( 4� L- L. RDG2 2x8 #2 SYP RF3/WALL 6-1001 0.131 GUN NAILS 11 I v 1 1 1 1 v I I � --=-==— _Lus26 — RDG3 3-PLY 2x12 #2 SYP HUCQ210-3-SDS RF8 1 LUS RF2911 RDG4 2x8 #2 SYP RDG5/WALL 6-10d 0.131 GUN NAILS VR3 II RDG5 2-PLY 2x12 #2 SYP LUS28-2 RF9 _ LUS26 1 I I I I Lus26 RF28 RDG6 2x8 #2 SYP BLOCKING/WALL 6-1001 0,131 GUN NAILS o I I I I CL3 IRDG8 Lus26 II I RDG7 3-PLY 1,75x18' LVL POST/POST N __ _ _ RDG8 2-PLY 1,75x18' LVL�D ID POST/POST LL11 uS26 RF27 RDG9 2-PLY 1.75x14' LVL THAI422 POST I II RDG10 2-PLY 2x10 #2 SYP LUS28-2 RF39 _ LUS26 II = _ _ _ _ _ - RDG11 2x8 #2 SYP RDG10/WALL 6-1001 0.131 GUN NAILS LUS26 H 12 RF2611 RF8 RDG12 2-PLY 1,75x16' LVL THAI422 POST/POST RDG13 2-PLY 1.75x16' LVL POST/POST/RF32A RDG14 2-PLY 2x8 #2 SYP LUS26-2 POST RF25 RDG9RDG15 2x12 #2 SYP WALL/WALL _ _ _ _ L _ _ _ __ __ LDGR1 2x10 PT #2 SYP WALL 4-10d 0.131 GUN NAILS 16'❑C L R3LDGR3 2x12 #2 SYP WALL 4-10d 0.131 GUN NAILS 16'OC 2 PLY IIFRF9 11 LDGR4 2x12 #2 SYP WALL 4-10d 0,131 GUN NAILS 16'OC LDGR5 2x12 #2 SYP WALL 4-10d 0.131 GUN NAILS 16"❑C - - - _ - - CL4E RF4 RF24 m o _ _RF23 _ II u1 II 1 N VR2 LH1 3� MINIMUM NAILING FOR ALL _ _RF22 _ 11 _ DECK AND PORCH BEAMS SCHEDULE FOR BEAM t� c� — — — — — — — — 2-PLY FROM BOTH SIDES I 111 X11 LL d RDG7 in 3-PLY FROM BOTH SIDES FASTENING u� CL_5 RF21 _ _ _ _ _ I ��_p- LABEL SIZE LABEL I�1 I�I 1 ,� - it - - - - M ° I o ' H1 3-PLY 2x8 #2 PT SYP A 1 �t LL i A -PLY 2x8 #2 PT SYP A 1 uq La. RF2o1 - - _ _ H2 3 I C v v J I - - H3 3-PLY 2x8 #2 PT SYP A U I I U Lu LL- an RF5 RDG6 H4 3-PLY 2x8 #2 PT SYP A _ I I H5 2-PLY 1.75X16' 2.0 LVL 11 I _ 1 _ _ _ — — CL6 — — � ` ° H6 2-PLY 1.75X16' 2.0 LVL 11 — — _ — �LL- � I � 5 � 13 H7 4-PLY 2x12 #2 SYP A I I 11 RF18 I ° H8 2-PLY 2x12 #2 SYP A n minimum = 2' c = 7-7/8' a minimum = 2' c = 7-1/4' H9 3-PLY 1,75X11,25' 2,0 LVL 13 III M IIII� I� I � � _ - - __=— _ = b minimum = 3' d = 12' - 00 I 1 ch // I CL7 b minimum = 3' d = 12' H10 3-PLY 2x10 #2 SYP A III I � I II1 1111 � 1 11 �--ai�1 IHCL8 RF17 Connectors ares 16d Common Nails H11 3 PLY 2x10 #2 SYP A II1 1�1 ll1 I� ISI VR1 — — _ CL9 _ _ Connectors are= 16d Common Nails H12 2-PLY 1.75X11.875' 2.0 LVL 5 Q, // RF16 RF4 I ° ° ° H14 2-PLY 2x121#27SYP 0 LVL A r RDG �// - - _ _ _ —_ _ _ _ ° ° 8 ° 14 RF15 RDG7 3-PLY 1,75x18' 2.0 LVL 8 CL10 a RDG8 2-PLY 1,75x18" 2.0 LVL 14 II II II II 11 46 I1 II II __ _ __ _ a minimum = 2' c = 13' a minimum = 2' c = 14' b minimum - 3' d = 12' a minimum - 3' RDG9 2-PLY 1,75X11,875' 2,0 LVL 5 THAI - - b minimum = 3' d = 12' RDG12 2-PLY 1,75x18' 2.0 LVL 14 II II II RF14 — — - RF9 Connectors ares 1601 Common Nails 4 RF R_F5 _ _ — _ RF Nailing schedule applies to both sides of the member, Connectors ares 1601 Common Nails RDG13 2-PLY 1,75X11,875' 2,0 LVL 5 DG4 CL11 11 RF13 ° ° ° - = RF1 15 - - - - RF9 ° 1--S ° - RF4 - - - - - — RF4 a minimum = 2' c = 3-1/4' _ _ a minimum = 2' c = 12' b minimum = 2-1/2' d = 24' [� CL1 RF3 RF3 b minimum = 3' d = 12' = — — — — Botts are assumed to be Grade A307 or Grade 2 or higher, RF1 RF2 RF2 Connectors are, 16d Common Nails Connectors area 1/2 in, Staggered Through Bolt = ===46i RDG2 RDG1 CEILING JO/ST& ROOF FRA MING LA POUT PLAN SCALE: 1/4"=1'-0" 39'-04" 5'-44" 11 - " 22'-24" 70, PROVIDE 5" HIGH PEDEST A3 x2'-6" LONGx10"WIDE 8"SQ. HB&G PERMACAST STRUCTURAL LOAD BEARING SEE DETAIL B2/"WIDE. 5-5.1 COL. TYP. 2-PL'S. ALL HARDWARE, SCREWS & VERIFY SIZE W/ ARCH. PROVIDE A 4"0 ALL THREAD A307 ROD NAILS TO BE SIMPSON I A4 I THRU THE LVL. & EXTEND ROD MIN. 7" Z-MAX or STAINLESS INTO FDN. WALL or INSTALL SIMPSON HD5A STEEL S-5.1 ® COL. BASE w/-I"0 BOLT EXTEND MIN. 7" INTO FDN. WALL. TYP.® LOAD BEARING HB&G COL. U.O.N. -- ----- --- ---- - - - - - - PROVIDE 5" HIGH PEDESTAL 6„ E, I x1'-9" LONG00"WIDE A4 SEE DETAIL B2/S-6.1. C2 " tz VERIFY SIZE W ARCH. a S-5.0 4 CONC. S REINF. W/ � ( / S-5.0 WWF 6x6- 0. 10 OR o0 TYP.® EXT.LOAD I o I FIBERME REINF. OVER I I i SEE SHEET S-1.5 FOR 01 PROVIDE 3x3x-l" BEARING ------7 4 ROOF FRAMING THIS AREA R. w/jj - HOLE 0 EA.END OF (4)PLY BEARING 0 HB&G COL. C1 -(2)2x BUILT UP B2 8"SQ. HB&G PERMACAST S-6.0 COL. FROM ABOVE. S-6.1 STRUCTURAL LOAD BEARING COL. INDICATES 1*0 (4)2x12 TYP. 2-PL'S. SEE NOTES ON S-1.2 THREADED ROE) FOR ANCHORAGE OF COL. TO FDN. WHERE SHOWN. T_T(2 x8 %F OL. TYP.® 1-STORY/' Al EXTERIOR WALL 5-6.1 04 04 U.O.N. 0 • SYP#2 2x6 CEILING JOISTS 0 24"OC. II`f) SEE SHEET S-1.7 FOR HANGER 0 olll III 04 LEGEND x EXTEND (2)2x-HEADER OVER TOP x III C*4 " 1� 0 THREADED ROD LOC N. SPACED 0 OF SIMPSON STRONG WALL & 04 FASTEN w/SDS. SCREWS. 0 III 32OC. MAX. TYP ® EXT. MIN.(3)PLY BUILT WALLS & WHERE SHOWN ON PLAN W 8"SQ. HB&G PERMACAST U.O.N. x UP COL. + (3)CRIPPLES 11 C-4 STRUCTURAL NON-LOAD BEARING SIMPSON SSW24x9 STEEL C14 UNDER EA.END OF HEADER. III STRONG WALL w/(2)1nO A.B. & 0 MUM (2)2x BUILT UP (3)PLY BUILT UP COL. COL. TYP. 5-PL'S. LINTEL R__ E. FROM ABOVE w/(3)MSTA24 (12)-t*x3j" SDS SCREWS INTO SSW24x9 U) L. FROM ABOVE. STRAPS TO HEADER. V SEE CONVENTIONAL FRAMING NOTE� 4 1(0 ,,,-PROVIDE PT.2x8 LEDGER & HEADER NAILED TO STUD WALL w/ ON S-1.1 FOR ALL LOAD BEARING FOLLOW MANUF'S. INSTRUCTIONS FOR WALLS & SHEARWALLS WHERE (6)10d GUN NAILS 0 16-OC. INSTALLATION. E=5 -- -- --- -- - THREADED RODS ARE NOT INDI E &0 0) W TT SW-5 (2)2xlO FSW-3 (3)2xl2 (3)PLY BUILT UP COL. Sim. FROM RF8 ABOVE. PROVIDE SOLID SIMPSON HD5 �S-6.1� I 1' 0 S' 51---BLOCKING UNDER POST TO FRAMING -3I III BELOW. TYP. POST AND COLUMNS. o i HEA HWALL 0 U FIA.I LI HEIGHT. 514'" PSL COL. ULL T !2 III �K // IIII w/SIMPSON HTT1 6 UNDER MSTA-FLAT STRAPS A4I '_0 I I I IIII EA.END OF LVL. & EXTEND 0 0 FIREPLACE & I �6.0 0 1 1 1 ROD TO FDN. 0 JOIST BEARING PROVIDE SYP#2 44 POST COL. U) ELEV. 0 SIMPSON HD7 FROM ABOVE w/HD5 HOLD-DOWN > 6" CONC. SLAB SEE SECTION o TO HD5 0 H12 ABOVE. CONT. ROD 13� 5 B3/S-6.1 FOR REINF. FR6M H 12 TO H 16 BELOW. 0 VERIFY ELEV. I w/ARCH. MTS - TWIST STRAPS. r L to d ;<I I x x I0 a:: U_ PROVIDE (4)ROWS OF 16" 4 00 _U) BEARING WALL ABOVE 8-CMU W/ Ln DEEP I-JOISTS BLOCKING ;c IIII 09%_� SEE SHEET S-1.4 FOR ROOF 202 UNDER BATH ABOVE. PROVIDE CONT. I-JOIST 1-#5 VERT.® 48" OC. BLOCKING UNDER FRAMING OVER STORAGE ROOM. ;z IN GROUT FILLED CELLS Provide SPF#2 2x6 studs 0 16"o.c. for all o WALL 0 TYP. SEE DETAILS B3 & B4/S-6.1 Exterior load bearing walls & SPF#2 2x6 Uj Ll "to Ld FOR INFO NOT CALLED OUT. studs 0 16" oc. for int. load bearing walls IIII and shear walls typ. u.o.n. on Plans. SPF#2 HOLD-DOWN{ qf cn (3)PLY COL. FROM H12 IIII Al TYP.® CMU 2x4 0 24"oc. for all non load bearing wall-, ABOVE w/(2)HTS20 STRAPS IIII tz CORNERS See stud schedule for Balloon framed walls. rB 2 OR HD5 AND EXTEND ROD LLU "� 3W TO STEMWALL FDN. BELOW.�-o _j (3)PLY BUILT UP COL. ALL EXTERIOR WALLS ARE SW-3 SHEARWALL! 2 ,U3 0 1 V, FT12 U.O.N. SEE S-1.1 FOR NAILING PATTERN. L_ 1 . I H6 - (2)j"06" LVL. FROM RF8 ABOVEPROVIDE (3)2X STUDS 0 EA. END OF A SW- IN Frl 4 (3)PT.BRACKETS :E:D WALL SEGMENT. r_ ro - & BEAM SEE D (n U_ rC3 B3/S-6.0 /0 �_2 F tz 11 WI. FLR.JOISTS 0 PROVIDE MIN.(3)PLY COL.--tf--- -THIS AREA SEE SHEET 10-6"gs FT13 WI. FLR.JOISTS UNDER EA.END OF H6 S-1.7 FOR SIZE. THIS AREA SEE SHEET w/(2) HTS20 STRAPS. SW-3= S-1.7 FOR SIZE. ROOF FRAMING NOTES (2)2x8 SYP#2--7--_l_L__,III *T-- SHEATHWALL POST COL. FROM 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 C I 1 5141" PSL COL. HEADER TYP U.O.N. FULL HEIGHT. RIDGE ABOVE. HD5 FROM RIDGE ABOVE. 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON H5 (2)1j"06" LVL. I FROM RIDGE AND W/(5)10dx1-t" NAILS EA.END FOR SPANS UP • EXTEND ROD TO 0 zu 2 STEMWALL FDN. 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON dL W/(7)10dx1j" NAILS EA.END FOR SPANS UP '%��2-RODS TYP. 4. FASTEN ALL RAFTERS @ RIDGES W/COLLAR T11 SW-3 WHERE SHOWN. COLLAR TIES TO RAFTERS W/(6).13101" NAI PROVIDE MIN.(2)PLY COL. rC 3 \ 6 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLE) UNDER EA.END OF H5 w/(2) I I I TYP.0 INT. ��6.2 SHEATHWALL 0--SW-3 DENOTES SHEARWALL TOE NAILS. HTS20 STRAPS. SHEARWALL U.O.N. FULL HEIGHT. SEE GENERAL NOTES S-1.1 6. ALL RIDGES HIPS & VALLEYS SHALL BE (1)N( SW-3 Sim. 0 FOR ADDT NAILING PATTERN THAN ADJOINING RAFTERS.(U.O.N.) PROVIDE (4)ROWS OF 16- SHEATHWALL0_ SHEARWALL FULL HEIGHT. 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).13 DEEP I-JOISTS BLOCKING � FULL HEIGHT. cn 8. FASTEN RAFTERS & CEILING JOISTS TO TOP P UNDER BATH ABOVE. 0 UPPER FIN.SUB-FLR. -'> 9. FASTEN ALL HIPS & VALLEYS TO PLATES Wl(,' 0 _j ELEV. 1 V-6" 1-t" NAILS EA.END OF STRAP U.O.I` C3 W/(7)1 OdX 2 PROVIDE 5-4651" PSL COL. y A2 Al 0 FROM H13 ABOVE. EXTEND ROD 00 SEE ARCH. DWG'S FOR LOCATION 1�� FROM CONNECTOR ABOVE TO • _71) & HEIGHT ABOVE GRADE OF (2) .0 STEMWALL FDN. - x WALL STUDS LOUVERED VENT OPENINGS. 0 tb WALL STUDS U.1 PLATE HEIGHT ROD _0 19-6m RSPACING ----PROVIDE (4)ROWS OF 16" DEEP SIZE SPECIES I-JOISTS BLOCKING UNDER BATH "UP TO 12' 2x6 SPF #2 16O.C. III ABOVE. LOWER FIN.SUB-FLR. U0 SIMPSON SSW24x10 STEEL UP TO 14' 2x6 SYP #2 16" O.C. Lo III ELEV. 10 -0„ X STRONG WALL w/(2)1"0 A.B. & UP TO 16' 2x8 SPF #2 16" O.C. Li QL_ (12)1-"x3j" SDS SCREWS INTO BLOCKING PER UP TO 18' 2x8 SYP #2 12" O.C. 4III Uj HEADERINSTRUCTIONS FOR INSTALLATION.. FOLLOW MANUF'S. A2/S-6.1 0 UP TO 20' 2x8 SYP #2 12- O.C. - I B 1 � S: TYP.® SSW_SIMPSONK'A2_N� NOSPTFE#2 = SPRUCE-PINE-FUR #2 STRONG WALL TYP. k,� 6 SYP #2 = SOUTHERN YELLOW PINE #2 3-PL'S. ",-(EXTEND HEADER 111 C-4 OVER TOP L04=-x 10"SQ. HB&G PERMACAST C*4 III ch OF SSW. WALL) STRUCTURAL NON-LOAD SW-3 BEARING COL. TYP.2-PL'S-F1 17 a- (3)1 J"x 1 "LVL. 11 SH WALL 1 O"SQ. HB&G PERMACAST SW-3 FULL HEIGHT ............. STRUCTURAL LOAD BEARING COL. TYP. 5-PL'S. SEE NOTES ON 2 §HEATHWALL /q/gr< H9 (3)13"xll-t" FULL HEIGHT. U.1 4 4 FOR ANCHORAGE OF COL. TO FDN. x (3)PLY BUILT UP COL FROM RDG7 ABOVE • Cq A4 L W-3* S E W A: ALL LL HEIGHT HE GHj C-4 D SEE S1.4 FOR OVER-HANG-Z 11 xo S-6.2 w/(3)MSTA24 STRAPS TO RIM JOIST. PROVIDE ROOF ® GARAGE 04 === 4 4 UPSET HD5 w/-I"O ! ROD FROM RIDGE 7 & "0 =1 (2)2x12 ROD ROD RUN THRU CENTER OF LVL. 2x6 RAFTERS 0 24"OC.MAX. _! w/3x3x-;'" THK. R. UNDER H9. w/2x6 CEILING JOISTS 0 24" OC. PROVIDE A SIMPSON BP.1 BEARING R. PROVIDE 20 COLLAR TIES 0 or A 32631xi" T_ FOR INSTALLATION 0 OR rIE D 0 WN12n d FL 0 OR FRA MING PLAN UPPER 1/3 OF RAFTER NAILED OF 1"0 THREADED ROD ® CENTER BEARING w/MIN. (4).1310" NAILS. TYP. & PROVIDE 3x3x4"BEARING R. w1j, " HOLE 114#p = 13-001 0 TYP. LOAD BEARING POINTS U.O.N. tIOR WALLS ARE DESIGNATED AS SW-3 SHEARWALLS TYP. U.O.N. ON PLANS. -5.0 FOR THREADED ROD DETAILS. 'RAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON PLANS. READIED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL WINDOW ID DOOR OPENINGS AND AT CORNERS. 3. WHERE WALLS ARE DETERMINED TO BE NON-LOAD BEARING ALL THREAD RODS MAYBE 3. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE CONTRACTOR DE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A CONT. LOAD PATH TO TION. T S-1.7 FOR 2nd. FLOOR JOIST & 1st FLOOR CEILING JOIST LAYOUT PLAN, FRAMING EAM SCHEDULE. ZE AND PROFILE OF ALL RAFTER TAILS, OUTRIGGER AND RIDGE BEAM PROFILES W/ NGS. SEE SHEET S-1.5 FOR ADDITIONAL ROOF FRAMING FOR RAFTERS & FOR REQ'D GABLE INFO NOT SHOWN ON THIS SHEET BRACING ® 4800C. TYP. 2-RODS TYP. A2 C 1 B2 WHERE SHOWN. S-6.2 S-6.0 s-6.1 _ LEGEND - - ALL HARDW THREADED ROD LOC'N. SPACED ® NAILS TO B INDICATES 2"O SW-3 - _ _ ____ _ _- __= 32" OC. MAX. TYP ® EXT. Z-MAX or THREADED ROD __ _ _ 0 (011 - -r- -- - WALLS & WHERE SHOWN ON PLAN STEEL WHERE SHOWN. I � � \� / SIM. FOR WALL - -- U.O.N. OF SHED ROOF. - -- LINTEL SEE CONVENTIONAL FRAMING NOTES CL19 1 v ON 5-1.1 FOR ALL LOAD BEARING WALLS & SHEARWALLS WHERE A4 N I I PROVIDE 8x16" CMU BOND BEAM THREADED RODS ARE NOT INDICATED. n S-6.0 a Il li - u I 63 w/2-#5 EA.000RSE ® ELEV. 19'-2"f w I i S-6.1 ABOVE SUB FLOOR. O SIMPSON HD5 oa mFOR REQ'D GABLE oZ � I _ s-s i IxBRACING 048"OC. - W z� I � �'l�prbe�ac�tr ►+r-Sf�1100karor+©�sk i ' 2 c;vi 8-CMU / +� r � ,✓n A,% 48" OC. 1�Q-s MSTA-FLAT ST RAPS 1-#5 VERT.® IN GROUT FILLED CELLS AZ CL17 CL18 TYP.- i SIMPSON HD7 Al TYP.® CMU S-101 CORNERS X X MTS - TWIST STRAPS. M 11 I DENOTES CEILING JOIST DESIGNATION / I N I I (1 I SEE SHEET S-1.8 SO-R TYP. & REQ'D. B2 = I NAILING 0 Provide SPF#2 2x6 studs ® 16"o.c. for all s-6.0 Exterior load bearing walls & SPF#2 2x6 lu studs ® 16" oc. for int. load bearing walls, Iand shear walls typ. u.o.n. on Plans. SPF#2 C2 2x4 ® 24"oc. for all non load bearing walls. S-6.2 II See stud schedule for Balloon framed walls. SEE CONVT'L. STRAPPING NOTEJ FOR I I III SIM. FOR WALL FRAMINGM BELOW. i I 1 OF SHED ROOF. ALL EXTERIOR WALLS ARE SW-3 SHEARWALLS U.O.N. SEE S-1.1 FOR NAILING PATTERN. I I C1 I III PROVIDE (3)2X STUDS ® EA. END OF A SW-3 II WALL SEGMENT. II i I I J y=-62= I III = SW-3 DENOTES SHEARWALL WHERE WALL FRAMES ON BEAM or TRUSS BELOW a lie, 91 1I SEE GENERAL NOTES S-1 FOR ADD'L PROVIDE SPH4 TIES 032"O.C. & MSTA21 & HTS20 I ® 32" O.C. MAX. NAILING PATTERN SHEARWALL FULL HEIGHT. IN -- - - cf, I n II SW-3 ' SHEATHWALL I II II II 1 i FULL HEIGHT. I II II II II II II I I ROOF FRAMING NOTES III II II II II II II II II T _-- ILU II _-- LATERAL IIII ii II II II II ° ( I - 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 OR BT. SYP II II :2 1 - 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)H8 CLIPS, )C. MAX. _ ILE END �� II II I� ' - - I III W/(5)10dx1 Z" NAILS EA.END FOR SPANS UP TO 10'-0". U.O.N. 0 i-- =Jrr-= n C1 I II II II II _ - - 1 _ - - _ - � 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)MTS12 TWIST ST )ABLE __ _ _ _ _ _ _ _ W/(7)10dx1 NAILS EA.END FOR SPANS UP TO 20'-0". U.O.N. 0 " 5-6.0 I 11 II II II II M II M --- 48 OC. I I CL12 I CL13 a CL12 u j II CL15 I I I 4. FASTEN ALL RAFTERS ® RIDGES W/COLLAR TIES. FACE NAIL • - L) a II II li II I CL7 - - COLLAR TIES TO RAFTERS W/(6).13101" NAILS. ' 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLEYS W/(4).1310 " II II II II II i' TOE NAILS. s-6.0 n II ° ° II CL8 _ _ I CL9 __ vii A2 6. ALL RIDGES ,HIPS & VALLEYS SHALL BE (1)NOMINAL SIZE LARGER III II II 1I II II II II „ - - =k -- I 5-6.2 THAN ADJOINING RAFTERS.(U.O.N.) IIII II II ° II I I I I 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).13101" NAILS. I n n II (_ _�� __ -I�__ I �I_ __ CL10= _ __ 8. FASTEN RAFTERS & CEILING JOISTS TO TOP PLATES W/(4).13101" /RD01N D 10 I 9. FASTEN ALL HIPS & VALLEYS TO PLATES W/(2)SIMPSON MTS12 TWI TYP.DORMER / i i I 1110== I III W/(7)10dx1 j" NAILS EA.END OF STRAP U.O.N. ON PLANS. M FRAMING. I ' ( C2 I s-6.2 __ � �1= = ; WALL STUDS Ln Ito � / � 3 PLATE HEIGHT WALL STUDS CL11= _ _ _ � \ � � SIZE SPECIES SPACING VD WALL FRAMES I I I I I I ' j I�� UP TO 12' 2x6 SPF #2 16" O.C. ADER BELOW1 __ t = - F- UP TO 14' 2x6 SYP #2 16" O.C. LJ U LOW ROOF U - - - - C2 UP TO 16' 2x8 SPF #2 16" ];-- ACKETS 5-s.2 O.C.UP TO 18' 2x8 SYP #2 12" O.C. SEE D - - - - - - I A4 C1 UP TO 20' 2x8 SYP #2 12" O.C. .2 PROVIDE PT.2x10 LEDGER B1 s-6.2 s-6.0 NOTES: NAILED TO STUD WALL w/ s-6.2 _ - SPF #2 = SPRUCE-PINE-FUR #2 (4)10d NAILS ® 16-OC. SEE SHEET S-1.3 FOR FOR REQ'D GABLE SYP #2 = SOUTHERN YELLOW PINE #2 PIRAFTERS ® 24"OC. FRAMING THIS AREA. BRACING 048"OC. SEE SHEET S-1.9 FOR HANGER ® LEDGER. PROVIDE (2)A35 CLIPS or EQ. 0 PT.BEAM TYP.® GARAGE LOW ROOF. ) CE/L/NG JO/ST FRAMING PLAN SCALE. 1/4" NOTES: 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW-3 SHEARWALLS TYP. U.O.N. ON PLANS. 2. SEE C3/S-5.0 FOR THREADED ROD DETAILS. 3. SEE GENERAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON PLANS. 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WALL WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 5. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON-LOAD BEARING ALL THREAD RODS MAYBE OMMITTED. 6. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES A CONT. LOAD PATH TO THE FOUNDATION. 7. SEE SHEET S-1.8 FOR CEILING JOIST LAYOUT PLAN, FRAMING LEGEND & BEAM SCHEDULE. 8. SEE SHEET S-1.9 FOR COMBINED CEILING JOIST & ROOF FRAMING LAYOUT PLAN. 9. VERIFY SIZE AND PROFILE OF ALL RAFTER TAILS, OUTRIGGER AND RIDGE BEAMS W/ ARCH. DRAWINGS. e 2x8 RAFTERS ® 240OC. SEE SHEET 5-1.9 FOR CONNECTION SEE SHEET S-1.3 FOR TYP.LOW ROOF ® PORCH. CEILING JOIST THIS AREA PROVIDE (2)2x BUILT UP POST COL-.--., B2 UNDER 2x RIDGE & STRAP w/(1) S-6.1 MTS12 (or EQ.) TYP. EA.END OF POST SEE SHEET S-1.3 FOR CEILING JOISTS & BEAMS cn I r--- -- - -- -- -- -= == = == == == ==== == ====== =-=- BELOW ® PORCH LOW I I I I - -- - -- -- -- -- -- -- -- - - -- -- - ROOF. LL: o II I I I I I11 o � LEGEND 3 o N o I LOW ROOF III THREADED ROD LOC'N. SPACED o ® � I I III • 32" OC. MAX. TYP ® EXT. No I I III WALLS & WHERE SHOWN ON PLAN ® a z ILOI LOW ROOF III I U.O.N. N DII I I o:: / I I III -- - LINTEL ``' Z vY I I I I PROVIDE MIN.(2)2x BUILT III w 3 ( I I UP POST COL. IN WALL UNDER SIM. III SEE CONVENTIONAL FRAMING NOTES E- Crm I (2)2x8 RIDGE & STRAP w/(1) III ON 5-1.1 FOR ALL LOAD BEARING o I I I FOR GABLE MTS12 (or EQ.) TYP. EA.END. X � PROVIDE (2)2x BUILT UP POST COL. C2 WALLS & SHEARWALLS WHERE cv � ® I I I I BRACING S-6.2 III THREADED RODS ARE NOT INDICATED. O z n. DOWN TO (2)2x CEILING JOIST II I / I I C 1 PROVIDE MIN.(3)PLY BUILT III I PROVIDE MIN.(3)PLY BUILT 5 � UNDER 2x RIDGE & STRAP w/(1) I I UP COL. UNDER (2)PLY LVL. III � MTS12 (or EQ.) TYP. EA.END OF POST I I S-6.0 UP COL. UNDER RF8 w/ O SIMPSON HD5 N - I I - - - - RIDGE w HD5 & EXTEND ROD - III MGT & EXTEND ROD TO STEMWALL FDN. (3)2x12 THRU (3)PLY BELOW. TYP. ® RF8 INDICATES "o --� - --� ----- RF8 ( )2 6 MSTA-FLAT STRAPS THREADED ROD I SEE CONV'L.ROOF NOTES � • I WHERE SHOWN. FOR RAFTER RF66/(2)2x SEE NOTES ON SHEET S-1.1 FOR CONVT'L. M TOP R. CONNECTION TYP. SEE SHEET S-1.9 LEGENi>? III STRAPPING TOP/SILL PLATES TO STUDS. SIMPSON HD7 2-RODS TYP. Ito \ WHERE SHOWN. to FOR (2)2x/(2)2x HANGER ROVIDE SYP#2 4x4 POST COL. III SEE CONVT'L. STRAPPING NOTES FOR TO RIDGE BEAM. UNDER (2)LVL. DOWN TO (3)LVL. FRAMING OVER BEAM BELOW. A4 � HEADER BELOW & PROVIDE SIMPSON I MTS - TWIST STRAPS. S-6.0 u RDG14 HD5 ® H12 w/3"0 ROD & PROVIDE B3 X / HD5 ® H16 BELOW. �S-6.ly PROVIDE CONT.8x8" U-BLOCK SEE SHEET S-1.9 LEGEND C1 w/1-#5 CONT. ® TOP OF CMU FOR GABLE FOR (2)2x HANGER TO (2)2x8 RAFTER M• WALL. SEE ARCH. FOR ELEV. Provide SPF#2 2x6 studs ® 16"o.c. for all BRACING S-s.o III RIDGE BEAM. SEE SHEET S-1.9 RF32A LEGEND FOR HANGER 3 » Exterior load bearing walls & SPF#2 2x6 PROVIDE PT.2x12 LEDGE RDG13 \11 TO RIDGE 8 E" 8 CMU W/ " studs ® 16" oc. for int. load bearing walls, DETAIL NAILED TO STUD WALL w/ co PROVIDE MIN.(2)PLY BUILT B4 1-#5 VERT.® 48 OC. and shear walls typ. u.o.n. on Plans. SPF#2 5-6.1 ITMP ROUT FILLED CELLS 2x4 ® 24"oc. for all non load bearing walls. (4)10d GUN NAILS ® 16"OC. ,^III UP COL. UNDER (2)PLY LVL. RIDGE w/(2)HTS20 STRAPS ® SEE SHEET S-1.9 See stud schedule for Balloon framed walls. RIDGE/POST & POST/HEADER. SyQ �� LEGEND FOR RIDGE/ -� F_ PROVIDE MIN.(2)PLY BUILT �R 1p RIDGE HANGER o AlALL EXTERIOR WALLS ARE SW-3 SHEARWALLS F F UP COL. UNDER RF32A w/ ti� • CMU U.O.N. SEE S-1.1 FOR NAILING PATTERN. II I / • s-1o1 CORNERS I M I (2)H8 CLIPS. PROVIDE MIN.(2) PROVIDE (8)SDS T I PROVIDE (3)2X STUDS ® EA. END OF A SW-3 I � SCREWS ® RIDGE 13 III SEE SHEET S-1.9 LEGEND FOR WALL SEGMENT. I LOW ROOF 31 PROVIDE MIN.(3)PLY BUILT A35 CLIPS EA.END RO RF32A. 62 I I I I IA UP COL. UNDER H12 w/(2) N OF VR3 III (3)PLY RIDGE TO (3)PLY HTS20 STRAPS EA.END OR HD5 = RAFTER CONNECTION TYP. s-s.o I I ( I I I AND EXTEND ROD THRU BEAM • EA.END. I I I IRF8 (3)2x10 RAFTER II I ROOF FRAMING NOTES SEE NOTES ON SHEET S-1.1 FOR CONVT'L. SEE SHEET S-1.9 tEGEND • 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 OR BT. SYP Q[ _ I a K o STRAPPING TOP/SILL PLATES TO STUDS. FOR (3)2x/ (2)PLY2 I I 2. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)H8 CLIP w HANGER. » M I( SEE CONVT L. STRAPPING NOTES FOR CD 00 s-6.2 I( W/(5)10dx12 NAILS EA.END FOR SPANS UP TO 10'-0". cn m LEDGR3 oxo FRAMING OVER BEAM BELOW. 0 0 III 3. FASTEN ALL RAFTERS TO PLATES W/SIMPSON (2)MTS12 I I I I _j I 4 C SIM. I W/(7)10dx1i" NAILS EA.END FOR SPANS UP TO 20'-0". M 04 PROVIDE SIMPSON HD7 Illllllll I I 1 0 11 4. FASTEN ALL RAFTERS ® RIDGES W/COLLAR TIES. FACE N PROVIDE MIN.(2)PLY BUILT ® RIDGE 7 & 9 & EXTEND II1 I ( I ~o o I I UP COL. UNDER VR2(2)PLY LVL. PROVIDE MIN.SYP#2 A4 ROD MIN9" INTO FDN. III COLLAR TIES TO RAFTERS W/(6).131x34" NAILS. - - w/MIN.(2)HTS20 STRAPS ® 44 POST COL. 5-6.1 5. FASTEN ALL JACK RAFTERS TO HIPS & VALLEYS W/(4).1 I N POST/VR2. 6. ALLLER D6 S ,HIPS & VALLEYS SHALL BE (1)NOMINAL SIZE II PROVIDE MIN.(2)PLY BUILT X1 SW-3 1 THAN ADJOINING RAFTERS.(U.O.N.) L_ t N UP COL. UNDER VR2(2)PLY LVL. 7. FASTEN RAFTERS TO CEILING JOISTS W/(6).131 x34" NAIL STRAPS TYP.TO H13 DEA E ER D(OFTPOST. PROVIDE MIN. 54x54S20 " N 8. FASTEN RAFTERS & CEILING JOISTS TO TOP PLATES W/( 1 1 9. FASTEN ALL HIPS & VALLEYS TO PLATES W/(2)SIMPSON III PROVIDE 54x54" PSL COL. PSL COL. UNDER RIDGE 7/8 1» W/(7)10dx1 NAILS EA.END OF STRAP U.O.N. ON PLA III UNDER EA.END OF H13 & / I 2 PROVIDE SIMPSON HD7 ® BEAM & (3)2x6 SYP#2 » SEE SHEET S-1.9 LEGEND 2x6 RAFTERS ® 24"OC.MAX. HEADER TYP .U.O.N. I J EXTEND 1 0 ROD MIN. 9 INTO STEMWALL. �R2 �? PROVIDE 2x12 BLOCKING BETWEEN a SEE SHEET S-1.9 PROVIDE SYP#2 4x4 POST COL. )1X11 10RHANGER BM9/RIDGE BM • RAFTERS & SIMPSON A35 CLIPS WALL STUDS XLEGEND FOR TYP. FROM (2)PLY LVL TO H13 HEADER = �, - - / RIDGE/BLOCKING. III RF39/(2)x LVL HANGER BELOW w/SIMPSON HD7 & EXTEND THE PLATE HEIGHT WALL STUDS 1"0 ROD THRU BEAM BELOW. IRDG6 SIZE SPECIES SPACING Iv I I I _ - UP TO 12' 2x6 SPF #2 16" O.C. ROG12 III UP TO 14' 2x6 SYP #2 16" O.C. C1 SEE SHEET S-1.9 SEE FRAMING SCHEDULE FOR UP TO 16' 2x8 SPF #2 16" O.C. FOR GABLE s-s.o LEGEND FOR RIDGE/VR2 HANGER. • " BRACING III HANGER. I UP TO 18 2x8 SYP #2 12 O.C. UP TO 20' 2x8 SYP #2 12" O.C. M CD Cb U_ � SEE SHEET S-1.9 LEGEND NOTES: 'IN.SYP#2 44" POST COL. �`L FOR VR1/RIDGE 12 LVL. i' SPF #2 = SPRUCE-PINE-FUR #2 SEE SHEET S-1.9 �L+ HANGER. 3 S12 w/SIMPSON HD7 & �1 o N A2 SYP #2 = SOUTHERN YELLOW PINE #2 )D THRU BEAM BELOW. III LEGEND FOR TYP. III (2)2x/RF39/(2) '`� • I s-6.2 RDG1 HANGER RDG10 J ' S-1.4 FOR ADDITIONAL • PROVIDE MIN.(2)PLY STUDS SING FOR CEILING JOIST M / / PROVIDE MIN.(2)PLY BUILT UNDER RF9 & PROVIDE (2)HTS20 SHOWN ON THIS SHEETN UP COL. ® BEARING w/ RF9 CLIPS 0RF9/(2)2x TOP R. TYP. (2)HTS20 STRAPS / ` III Ri DG4 3 N LEDGRI - RF9 SEE SECTION C2/S-6.2-/ - SEE NOTES ON SHEET S-1.1 FOR CONVT'L. ROVIDE MIN.(2)PLY STUDS FOR TYP.DORMER FRAMING - - - - STRAPPING OF RF9 RAFTER TO (2)2x TOP R. NDER RF39 & PROVIDE (2)HTS20 LIPS ® RF39/(2)2x TOP R. TYP. C1 A4 PROVIDE MIN.(3)PLY BUILT PROVIDE (2)MSTA24 FLAT STRAPS EA.END s-s.o s-s.2 UP COL. UNDER (3)PLY LVL. OF SW-3 WHERE WALL FRAMES FOR GABLE RIDGE w/SIMPSON HD5 ® RIDGE 7 2nd FL OOR T/E DOWN- ROOFI SRAM/NG PLA OVER BEAM or HEADER BELOW. BRACING AND EXTEND ROD THRU BEAM BELOW. SCALE: 114 = 1 '-0" NOTES: 1. ALL EXTERIOR WALLS ARE DESIGNATED AS SW-3 SHEARWALLS TYP. U.O.N. ON PLANS. 2. SEE C3/S-5.0 FOR THREADED ROD DETAILS. 3. SEE GENERAL NOTES SHEET S-1.1 FOR POST & HEADER CONNECTIONS U.O.N. ON P 4. PLACE THREADED RODS ADJACENT TO ALL EXTERIOR AND INTERIOR LOAD BEARING WA WINDOW OPENINGS AND DOOR OPENINGS AND AT CORNERS. 5. AT LOCN'S. WHERE WALLS ARE DETERMINED TO BE NON-LOAD BEARING ALL THREAD MAYBE OMMITTED. 6. AT LOCN'S. WHERE THERE IS INSUFFICIENT SPACE FOR ALL THREAD RODS, THE CONTRACTOR SHALL PROVIDE CONVENTIONAL STRAPPING SUCH THAT STRAPPING CREATES CONT. LOAD PATH TO THE FOUNDATION. 7. SEE SHEET S-1.9 FOR ROOF LAYOUT PLAN, FRAMING LEGEND & BEAM SCHEDULE. 8. SEE SHEET S-1.10 FOR COMBINED CEILING JOIST & ROOF FRAMING LAYOUT PLAN. 9. VERIFY SIZE AND PROFILES OR RAFTER TAILS, OUTRIGGER AND RIDGE BEAMS W/ ARCH. DRAWINGS. LUS26 LUS26 ❑FFGRADE FLOOR AND LOWER DECKS FRAMING LE 2x8 RIM JOIST I = _ _ = u►s26 LABEL MEMBER SIZE HANGERS ATTACHING TO TYP AT EXTERIOR LUS26 Fl-F4 2x8 #2 PT SYP 16'OC BEAM/PLATE 4-lOd 0.131 LDGR8 F5 2x12 #2 PT SYP 16'❑C PLATE 4-lOd 0.131 GU LLIS26 F6 2x8 #2 PT SYP 16'❑C LUS26 PLATE 4-10d 0.131 GU F6LDGR8 2x8 #2 PT SYP BLOCK WALL PER S LUS26 LUS26 SCHEDULE FOR BEAMS q9 LABEL SIZE FASTENING HANGER MIN BEARIN LABEL Hl 3-PLY 2x8 #2 PT SYP A 1.5 / 1.5 / H2 3-PLY 2x8 #2 PT SYP A 1.5 / 4.25 / H3 3-PLY 2x8 #2 PT SYP A 1.5 / 1.5 / H4 3-PLY 2x8 #2 PT SYP A 1.5 / 1.5 H5 2-PLY 1.75X16' 2.0 LVL 11 3.5 / 3. H6 2-PLY 1.75X16' 2.0 LVL 11 3.5 / 3. I H4 I H7 4-PLY 2x12 EM H8 2-PLY 2x12 #2 SYP A HUC412 3.5 / 3. ao H9 3-PLY 1.75X11.25' 2.0 LVL 13 3.5 / 5.5 / ME _ _ _ _ _ _ _ = H10 3-PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 H11 3-PLY 2x10 #2 SYP A HUC412 3.0 / 3.0 - - H12 2-PLY 1.75X11.875' 2.0 LVL 5 3.5 / 3. H13 2-PLY 1.75X11.875' 2.0 LVL 5 3.5 / 3. H14 2-PLY 2x12 #2 SYP A 3.5 / 3.5 RDG7 3-PLY 1.75x18' 2.0 LVL 8 3.5 / 3.5 _ _ _ _ __ __ __ __ RDG8 2-PLY 1.75x18' 2.0 LVL 14 3.5 / 3.5 F5 F3 RDG9 2-PLY 1.75X11.875' 2.0 LVL 5 THAI422/THAI422 3.5 / 3.5 / E9 _ _ - _ _ _ _ = RDG12 2-PLY 1.75x18' 2.0 LVL 14 THAI422 3.5 / 5.5 Owl•`^-� RDG13 2-PLY 1.75X11.875' 2.0 LVL 5 3.5 / 3.5 / H3 - - F1 _ - - - - MINIMUM NAILING FOR ALL DECK AND PORCH BEAMS 2-PLY FROM BOTH SIDES 3-PLY FROM BOTH SIDES F4 - - - -- I 1-6 M Al. - r bt- 2x8 RIM JOIST TYP AT EXTERIOR ° II a minimum = 2' c = 7-7/8' b minimum - 3' d = 12' a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' Connectors are, 16d Common Nails Connectors area 16d Common Nails II F2 e - - H 1 - - a minimum = 2' c = 13' a minimum = 2' c = 14' b minimum = 3' d = 12' a minimum = 3' b minimum = 3' d = 12' `V Connectors area 16d Common Nails Nailing schedule applies to both sides of the member. Connectors are: 16d Common Nails IL �° ° bt- c 15 11 ° a minimum = 2' c = 12' a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' b minimum = 3' d = 12' Bolts are assumed to be Grade A307 0 Connectors area 16d Common Nails Connectors area 1/2 In, Staggered Thro OFF GRADE GROUND FRAM/NG LA POUT PLAN SCALE: 1/4"=1 '-0" H7 _ _. ..= 1 HUC412 _ _ = II Il II II II it II I) II II II i II II II II II II II II I! it !I 0 _ = N CL21 UH8 - _ = 2ND FLOOR AND CEILING FRA II II II I) I) II II II Il II Il I LABEL MEMBER SIZE HANGERS ._ _ _ U it Il II II II II II II II Il LDGR6 FT1 16' GP XJ85s 24'OC I WALL 4- FT2 16' GP WI-60 24"OC ITS2,56/16 WALL/LD FT3 16' GP WI-60 24'OC ITS2,56/16 FT19/LDG 2 AFT4 16' GP WI-60 ITS236/16 BEAM/FT 3 N J FT5 16' GP XJ85s 16'OC ITS3,56/16 WALL/LD — FT6 16' GP XJ85s 16'OC WALL/WA FT7 16' GP WI-60 24'OC ITS2,56/16 FT15/WA FT8 16' GP WI-60 24'OC ITS2.56/16 FT11/WAL 1--1/8"06" RIM JOIST FT9 16' GP WI-60 24'OC ITS2.56/16 FT11/WAL = _ _ _ _ _ = F10 NOT USED TYP AT EXTERIOR — — — _ _ -- -- — -- -- — — — —_ _ _ _ _ FTII 16' GP WI-60 ITS2.56/16 FT10/WA I-MIST-- _ FT12 16' GP WI-80 WALL/WA I_QCKiNG FT13 16' GP WI-60 ITS2.56/16 FT15/WA FT14 16' GP WI-60 ITS2.56/16 FT15/WA FT15 16' GP WI-60 ITS2.56/16 FT8/FT12 LDGR6 2x6 #2 SYP WALL LDGR7 1,75X 16' 2.0 LVL WALL I FTI — _ — — FT6 — I CL20 2x6 #2 SYP LUS26 LDGR6/Bi CL21 2x6 #2 SYP WALL/WA SCHEDULE FOR BEAMS LABEL SIZE FASTENING HANGER — — — -- — — LABEL H1 3-PLY 2x8 #2 PT SYP A H2 3-PLY 2x8 #2 PT SYP A —_ H3 3-PLY 2x8 #2 PT SYP A H 6 H4 3-PLY 2x8 #2 PT SYP A ITS2.37/16 — FT12 H5 2-PLY 1.75X16' 2.0 LVL 11 ` ` _— _ ` _` H6 2-PLY 1,75X16' 2.0 LVL it ITS2.56/16 _ ITS2.56/16 _ ITS2,37/16 ITS2,37/16 FT14 H7 4-PLY 2x12 #2 SYP A H8 2-PLY 2x12 #2 SYP A HUC412 1—JOIST ITS2.56/16 = T2 — _ FT7 (FT15 H9 3-PLY 1,75X11,25" 2,0 LVL 13 BLOCKING Irs2.56n6 ITS2,56/16 ITSE,37/16 ( H10 3-PLY 2x10 #2 SYP A HUC412 FT13 H11 3-PLY 2x10 #2 SYP A HUC412 ITS2.56/16 ITS2,56/16' I FT$ ITS2.37/16_ITS2.37/16 I H12 2-PLY 1.75X11,875' 2,0 LVL 5 FT3 I ITs2,37— — H13 2-PLY 1,75X11.875' 2.0 LVL 5 H 5 FT4 _ _ = FT11 H14 2-PLY 2x12 #2 SYP A ITS2.56/16 ITS2.56/16 F T 9 _ _IT 37/16 _ _ _ RDG7 3-PLY 1.75x18' 2,0 LVL 8 RDGS 2-PLY 1,75481 2.0 LVL 14 RDG9 2-PLY 1,75X11.875' 2.0 LVL 5 THAI422/THAI42 — _ RDG122-PLY 1.75x18" 2.0 LVL 14 THAI422 I 3.5616 = _ _ _ _ = = RDG13 2-PLY 1.75X11,875' 2.0 LVL 5 — — --- — - — — ITS3. — — — — — — — IT 3.56/16 — — — — - - — — — — — -- — _ MINIMUM NAILING FOR ALL Ts .56/1 1 — — _ _ - _ — DECK AND PORCH BEAMS 2-PLY FROM BOTH SIDES ITS3, /6 -- — _ = _ _ = 3-PLY FROM BOTH SIDES ----- — — 1 0-0" " --- — — — — S .56/16 — — — -- — — — _ FT6 — — A FT5 ITS3. 6/1 1 _ _ _ — -- _ . . ° . — — -- — — I 56 1bIT3 — — — — — — — _ -- 3. - _ _ - = i �. _ ITS:6/ e — — — �" ` = _ _ _ _ _ = a Minimum = 2` c = 7-7/8` a minimum = 2' c = 7-1/4' b minimum = 3' d = 12' — _ — — — — 1'36/16 — — — — — — — I b minimum = 3' d = 12' — — — — — Connectors are+ 16d Common Nails --- — — -- -- /6 — — — — Connectors arej 16d Commo _ — TS3,56/16 '— — — — — — — IT 3,5 —_ — — — .- a Minimum = 2' c = 13' a minimum = 2' c = 14' — — — — b minimum = 3' d = 12' a minimum = 3' b minimum = 3' d = 12' - - - - — - - � HUC412 Connectors ares 16d Common Nails LDGR7Nailing schedule applies to both sides of the member, Connectors ares 16d Common 1-1/8"06" RIM JOIST iR- TY? AT EXTERIOR HUC412 H1 Q 11 e� H 7 a minimum = 2' c = 3 a minimum°= 2' c = 12' b minimum = 2-1/2' d = 2 b minimum = 3' d = 12' Bolts are assumed to be Connectors area 16d Common Nails Connectors are► 1/2 In, S .02nd FL OOR JO/ST FRAMING LQ YOUT PLAN SCALE: 7/4.,_1 0 2ND CEILING FRAMING LEGEND LABEL MEMBER SIZE HANGERS ATTACHING TO CLI 2x6 #2 SYP WALL/WALL 4-10d 0,131 GUN NAILS CL2 2x8 #2 SYP LUS26/LUS26 LDGR2/RDG3 CL3 2x10 #2 SYP LUS26/LUS26 H12/RDG3 HUC412 CL4 2x10 #2 SYP RAFTER/RAFTER 8-10d 0,131 GUN NAILS CL5 2x10 #2 SYP SUL26 VR2/RAFTER 8-10d 0,131 GUN NAILS CL6 2x10 #2 SYP LUS26 H13/RAFTER 8-10d 0.131 GUN NAILS CL7 2x10 #2 SYP WALL/RAFTER 8-10d 0.131 GUN NAILS CL8 2x8 #2 SYP VR1/WALL 4-10d 0.131 GUN NAILS CL9 2x8 #2 SYP SUR26 VRI/RAFTER 8-10d 0,131 GUN NAILS CL10 2x8 #2 SYP RAFTER/RAFTER 8-10d 0.131 GUN NAILS CL11 2x8 #2 SYP LUS26 RDG5/RAFTER 8-10d 0,131 GUN NAILS CL12 2x8 #2 SYP RAFTER/RAFTER 8-10d 0,131 GUN NAILS CL13 2x8 #2 SYP LUS26 RDG10/RAFTER 8-10d 0.131 GUN NAILS CL14 2x8 #2 SYP LUS26/SUR26 RDG10/VR2 CL15 2x8 #2 SYP WALL/RAFTER 8-10d 0,131 GUN NAILS BEARING WALL DGR2 CL16 2x8 #2 SYP WALL/RAFTER 8-10d 0,131 GUN NAILS CL17 2x8 #2 SYP RAFTER/RAFTER 8-10d 0.131 GUN NAILS I-T CL18 2x8 #2 SYP RAFTER/RAFTER 8-10d 0,131 GUN NAILS CL19 2x8 #2 SYP LUS26 CL3/RAFTER 8-10d 0.131 GUN NAILS LUS26 LUS26 LDGR2 2x10 #2 SYP IWALL 4 _10d 0,131 GUN NAILS 16'❑C LUS26 v4 - _ = L I SCHEDULE FOR BEAMS Lus26 CL2 11 II II IF II 1 LUS26 II LABEL SIZE FALABELNG HANGER MIN BEARING-FT ' II II II II II II 11 11 11 11 1 LUS26 - Hl 3-PLY 2x8 #2 PT SYP A 1.5 / 1.5 / 1.5 H2 3-PLY 2x8 #2 PT SYP A 1.5 / 4,25 / 1,5 II II II II II POST - _ = LUS26 H3 3-PLY 2x8 #2 PT SYP A 1,5 / 1,5 / 1,5 'O LUS2 H4 3-PLY 2x8 #2 PT SYP A 1,5 / 1,5 J J LUS26 11 H5 2-PLY 1,75X16' 2.0 LVL 11 3.5 / 3.5 ll- - _ _ _ _ 1 RDG3 H6 2-PLY 1,75X16' 2,0 LVL 11 3.5 / 3,5 I I LUS26 H7 4-PLY 2x12 #2 SYP A 1,5 / 1.5 II II II II II ll ao II II = _ = LUS26 H8 2-PLY 2x12 #2 SYP A HUC412 3,5 / 3,5 II II Uj II II II � LUS26 H9 3-PLY 1,75X11,25' 2,0 LVL 13 3,5 / 5,5 / 3.5 LUS26 H10 3-PLY 2x10 #2 SYP A HUC412 3.0 / 3,0 LUS26 CL31 Hll 3-PLY 2x10 #2 SYP A HUC412 3,0 / 3,0 II H12 2-PLY 1,75X11.875' 2,0 LVL 5 3.5 / 3.5 Lus26 H13 2-PLY 1,75X11,875' 2.0 LVL 5 3,5 / 3,5 LUS26 H14 2-PLY 2x12 #2 SYP A 3,5 / 3,5 LUS26 RDG7 3-PLY 1,75x18' 2,0 LVL 8 3.5 / 3.5 LUS26 :::: RDG8 2-PLY 1,75x18' 2,0 LVL 14 3,5 / 3.5 RDG9 2-PLY 1,75X11,875' 2.0 LVL 5 THAI422/THAI422 3.5 / 3.5 / 3,5 RDG12 12-PLY 1.75x18' 2,0 LVL 14 THAI422 3,5 / 5,5 H 1 2 RDG13 2-PLY 1,75X11,875' 2,0 LVL 5 3,5 / 3,5 / SDS MINIMUM NAILING FOR ALL H1 3 CL4 DECK AND PORCH BEAMS 2-PLY FROM BOTH SIDES 3-PLY FROM BOTH SIDES �V R2 II II II II II ! ` Fc II II II II II POS CL5 r � _ = M N II U II LU v II v II BEARI WALL Lus26 11�e11 II II a Minimum = 2' c = 7-7/8' ° II I Lu�26 CL6 b minimum - 3' d - 12' b minimum = 3' d = 21 /4' Connectors arej 16d Common Nails Connectors area 16d Common Nails 'I II II it II LUS26 ERRING WALL Ir-01-1 s CT 14 II II II II /� CL7 e ° . ° 11 Ln 11 11 = _ _ _ _ = a minimum = 2' c = 13' a minimum = 2' c = 14' 1 II II 11 11 J J b minimum = 3' d = 12' a minimum = 3' U CL8 CL9 b minimum = 3' d = 12' II II v 11 _ _ _ II 1111 11 SUR26 SUR26 - - Connectors area 16d Common Nails yN Q!Ny j CU / Nailing schedule applies to both sides of the member. Connectors are: 16d Common Nails V R1 10 G 0 CL10 j° ° 00 15 10 ° Lusb minimum 3' d = 12'26 a minimum = 2' c = 12' a minimum = 2' c = 3-1/4' b minimum = 2-1/2' d = 24' = CL11 RDG5 Bolts are assumed to be Grade A307 or Grade 2 or higher, LUS26 Connectors ares 16d Common Nails Connectors area 1/2 in, Staggered Through Bolt CL1 e H14 rX 0 CEILING JO/STFRAN/NG LA POUT PLAN SCALE: 1/4"=1'-0" 2ND ROOF FRAMING LEGEND LABEL MEMBER SIZE HANGERS ATTACHING TO PLATE RF1 2x8 #2 PT SYP LSSU210 BEAM/LEDGER RF2 2x6 #2 SYP RDGI/H14 6-10d 0,131 GUN NAILS RF3 2x6 #2 SYP RDG2/SUB 6-10d 0,131 GUN NAILS RF4-RF5 240 #2 SYP RDG7,8/WALL 6-10d 0,131 GUN NAILS RF6 2x8 #2 SYP RDG3/WALL 6-10d 0.131 GUN NAILS RF7 2x8 #2 SYP RDG3/RDG8 6-10d 0.131 GUN NAILS RF8 3-PLY 240 #2 SYP HUS26-3X SLD8 RDG8/WALL 6-10d 0.131 GUN NAILS RF9 2-PLY 240 #2 SYP LSSU210-2 RDG7/WALL 6-10d 0,131 GUN NAILS RDG15 — — — — — — — — RF10-RF11 2x6 #2 SYP RDG4/WALL 6-10d 0.131 GUN NAILS RF12 2x8 #2 SYP RDG5/RF9 6-10d 0,131 GUN NAILS LA Ll RF13 2x8 #2 SYP RDG5/RDGI 6-lOd 0.131 GUN NAILS RF14 2x8 #2 SYP VR1/RDG7 6-lOd 0.131 GUN NAILS _ = RF15-RF18 2x6 #2 SYP VR1/RDG7 6-10d 0.131 GUN NAILS II II II II 11 11 II II II II ( RF19 2x6 #2 SYP RDG9/RDG7,8 6-lOd 0,131 GUN NAILS 1 RF20-RF21 2x6 #2 SYP RDG9/VR2 6-lOd 0,131 GUN NAILS RF22 2x8 #2 SYP RDG9/VR2 6-lOd 0,131 GUN NAILS RF72 RF23 2-PLY 2x10 #2 SYP RDG9/VR2 6-lOd 0.131 GUN NAILS RF24 2-PLY 2x12 #2 SYP RDG9/VR2 6-lOd 0.131 GUN NAILS RF25 2-PLY 2x12 #2 SYP RDG9/WALL 6-lOd 0,131 GUN NAILS RF73 RF74 RF26-RF29 2x6 #2 SYP RDG9/VR2 6-10d 0.131 GUN NAILS = I II II II II II II II II II II I RF32A 2-PLY 2x8 #2 SYP LSSU210-2 RDG8/WALL 6-lOd 0,131 GUN NAILS I II II II II II 11 II II II II 1 RF32-RF35 2x6 #2 SYP RDG8/WALL 6-lOd 0.131 GUN NAILS DGR5 RF36-RF37 2x6 #2 SYP RDG6/NAILER 6-10d 0,131 GUN NAILS 1 = EARIN WALL RF38 2x10 #2 SYP RDG12/WALL 6-lOd 0.131 GUN NAILS RF7 RF39 2-PLY 2x10 #2 SYP LSSU210-2 RDG12/WALL 6-lOd 0.131 GUN NAILS RF40 2x6 #2 SYP RDG12/RDG10 6-lOd 0.131 GUN NAILS — — — — — — — — — — RF41-RF44 2x6 #2 SYP RDG12/VR1 6-lOd 0,131 GUN NAILS RF45-RF46 2x6 #2 SYP RDG11/WALL 6-lOd 0,131 GUN NAILS RF4 RF48-RF49 2x8 #2 SYP RDG12/WALL 6-lOd 0,131 GUN NAILS II II II II II II RF67 RF35 = - — _ = RF8 RF50-RF51 2x8 #2 SYP RDG12/VR2 6-lOd 0.131 GUN NAILS HUS26-3X SLD8 II II II II 11 ,SII 1 11 II II = _ � r=— = = HUCO210-3-SDS RF52-RF59 2x6 #2 SYP RDG12/VR2 6-lOd 0.131 GUN NAILS II II II RF34 I — RF60-RF62 2x8 #2 SYP RDG13/WALL 6-lOd 0,131 GUN NAILS LL_� 011 11 RF63-RF65 2x6 #2 SYP RDG13/VR3 6-lOd 0.131 GUN NAILS RF33 _ I RF66 2-PLY 2x8 #2 SYP LSSU210-2 RDG13/WALL 6-10d 0.131 GUN NAILS Il �� RF67-RF68 2x6 #2 SYP RDG14/WALL 6-lOd 0.131 GUN NAILS II II II II II LLus.26.2— _ — — = RF69 2x6 #2 SYP RDG13/RDG14 6-lOd 0,131 GUN NAILS POST RF70-RF71 2x10 #2 SYP LDGR3,4/WALL 6-lOd 0,131 GUN NAILS I I II II o II II II y III RF32 ( 1 = RF72 2x8 #2 SYP LDGR5/H7 6-10d 0,131 GUN NAILS RF6 RF73-RF74 2x6 #2 SYP RDG15/WALL 6-10d 0,131 GUN NAILS _ — �N — � — F32A RF7 = RF75 2x6 #2 SYP LDGR5/NAILER 6-10d 0,131 GUN NAILS RDG13 — _ — — Lxsuzl°-2 11 VR1 2-PLY 242 #2 SYP LSSU410 RDG12/WALL 6-10d 0.131 GUN NAILS VR2 2-PLY 1,7541,875' LVL LSSU410 RDG9/WALL 6-10d 0,131 GUN NAILS II RD VR3 2x10 #2 SYP RDG9/H12 6-lOd 0.131 GUN NAILS l II F29 Hau22 — — — RDG1 2x8 #2 SYP RF2/WALL 6-lOd 0,131 GUN NAILS � Ull RDG2 2x8 #2 SYP RF3/WALL 6-10d 0,131 GUN NAILS ICDII ON ro VR3 RF28 I1 I I RDG8 RDG3 3-PLY 2x12 #2 SYP HUCQ210-3-SDS RF8 RDG4 2x8 #2 SYP RDG5/WALL 6-lOd 0,131 GUN NAILS Il II II II RDG5 2-PLY 2x12 #2 SYP LUS28-2 RF9 0 1 — _ — RF27 — — RDG6 2x8 #2 SYP BLOCKING/WALL 6-10d 0,131 GUN NAILS RDG7 3-PLY 1,75x18' LVL POST/POST oO> I II 11 HUCa210-3-SDs RDG8 2-PLY 1.75x18' LVL POST/POST RF26 II RDG9 2-PLY 1.75x14' LVL THAI422 POST LDGR4 I I II LL — = RDG10 2-PLY 2x10 #2 SYP LUS28-2 RF39 BEARING WALL H12 HUS26-3X SLD8 RF8 RDG11 2x8 #2 SYP RDG10/WALL 6-10d 0.131 GUN NAILS _ = RDG12 2-PLY 1,7546' LVL THAI422 POST/POST _ _ I RDG13 2-PLY 1.75x16' LVL P❑ST/POST/RF32A 1 RDG14 2-PLY 2x8 #2 SYP LUS26-2 POST _ _ = RDG15 2x12 #2 SYP WALL/WALL = RF25 RDG911 I ) RF4 LDGR1 2x10 PT #2 SYP WALL 4-10d 0.131 GUN NAILS 16'OC 11 RF19 _ LDGR3 2x12 #2 SYP WALL 4-lOd 0.131 GUN NAILS 16'OC LDGR = = _ = _ = = _ — — — LDGR4 242 #2 SYP WALL 4-10d 0.131 GUN NAILS 16'❑C RF24 POST:�� POST I LDGRS 1242 #2 SYP WALL 4-10d 0.131 GUN NAILS 16'13C RF23 — II — _ \VRz - — H 13 11 V R RF22 I I � — — — — — — — MINIMUM NAILING FOR ALL LCL II DECK AND PORCH BEAMS II 11 POST RF21 — — — — PD 2-PLY FROM BOTH SIDES 3-PLY FROM BOTH SIDES SCHEDULE II II II II 11 II II BEARI WALL — — II ^ 1 1'-0" " LABEL SIZE FA RF20 II II II II 1 <S II HAI422 A H1 3-PLY 2x8 #2 PT SYP C) oo �*ro Ln Ln � LCL II RF5 RDG6 _ H2 3-PLY 2x8 #2 PT SYP H3 3-PLY 2x8 #2 PT SYP Ce THAI422 H4 3-PLY 2x8 #2 PT SYP y , H Ll I L I Mtiu RF18 M I °' '� H5 2-PLY 1.75X16' 2.0 LVL 2 JI s L.L.. L_ `' = = = LLML ° ° H6 2-PLY 1.75X16' 2.0 LVL N N 2X12 ( ° 5 13 H7 4-PLY 2x12 #2 SYP co M ON M II RF17 11 BLOCKING H8 2-PLY 2x12 #2 SYP Illos II II Illrn r, IIiII II III _ _ _ _ cY) LL M � u- � � L_ II LL II / — — a Minimum = 2' c = 7-7/8' �l I11 III Ill 11 Il ll III lll 111 I111 11 b minimum = 3' d = 12' a minimum = 2' c = 7-1/4' H9 3-PLY 1,75X11.25 2.0 LVL II II II II II II RF16 RDG7 b minimum = 3' d = 12' H10 3-PLY 2x10 #2 SYP Connectors are, 16d Common Nalis H11 3-PLY 2x10 #2 SYP DG VR1 RF4 I Connectors are+ 16d Common Nails H12 2-PLY 1,75X11.875' 2,0 LVL 2 Lu -2 L 28-2 US28- / _ _ RF15 r H13 2-PLY 1.75X11,875' 2,0 LVL ll 11 Il11 — $ ° 14 H14 2-PLY 2x12 #2 SYP 46 RF 6 4 RF EARING WALL ° RDG7 3-PLY 1,75x18' 2.0 LVL II II II II II II = _ —RF14 RES a e RDG8 2-PLY 1.75x18' 2.0 LVL II II I) Lssu2lo-z RF9 a minimum = 2' c = 13' a minimum = 2' c = 14' RDG5 ?, b minimum = 3' d = 12' a minimum = 3' b minimum = 3' d = 12' RDG9 2-PLY 1,75X11,875' 2,0 LVL 4 4 R 45 RF —_ — —RF5 _ -PLY 1.75x18' 2.0 LVL — — RDG12 2 RDG4 Connectors are+ 16d Common Nails Connectors are, 16d Common Nails RDG13 2-PLY 1.75X11,875' 2,0 LVL RF13 �p Nailing schedule applies to both sides of the member, U — — — — LSSU210-2—_ _ 1� ° O — — — Lus -z 15 RF4 C3 ° RF2 RF RF3 RF3 � a minimum = 2' c = 3-1/4' a minimum = 2' c = 12' b minimum = 2-1/2' d = 24' N b minimum = 3' d = 12' RF1L '' T Q� A Botts are assumed to be Grade A307 or Grade 2 or higher, Connectors are, 16d Common Nails Connectors are, 1/2 in. Staggered Through Bolt L3 A ROOF FRAM/NG LA POUT PLAN SCALE: 114"=l '—O" VAPOR BARRIER OVER RATED SHEATHING 2x-STUD WALL ® /'--(REFER TO GENERAL 2x-STUD WALL 16"OC. SEE PLAN. NOTES ON SHEET S-1.1 ) 16"OC. SEE PLAN. "0 THREADED ROD. THREADED ROD. 1/2" THREADED ROD TYP.U.O.N. CONT. PT.2x8 w/2"0 0 � A.BOLTS 032"OC. ALTERNATING. � CONT. PT.2x8 #5 CONTINUOUS w/ 30" MIN LAP z CONT. PT.2x8 BEND AROUND CORNERS o 4" DECKING " DECKING SILL PLATE a 3" DECKING 3 4 FIN.FLR. ELEV. FIN.FLR. ELEV b 1/2" E J FIN.FLR. ELEV. 'd, A t PT.2x_FLR. JOIST PT.2x_FLR. JOIST SCHEDULED PORCH FINSISH N z PT.2x_FLR. JOIST w/LTS16 SEE PLAN. w/(2)H3 CLIPS SEE PLAN FOR SIZE 4 SEE ARCH. STRAP 0 JOIST/BEAM TYP. AND HANGER. T U.O.N. SEE PLAN. J - 4" CONC. SLAB `r ^ PT.(3)2x_BEAM SEE PLAN PROVIDE PT.2x8 LEDGER w/(2)j"O TITEN HD a a FOR SIZE & HANGER SCREW 048"OC.MIN. 4" EMBED INTO CMU. PROVIDE PT.2x8 LEDGER ## ROD EMBED SEE .° A . " f:? :: ° PROVIDE SIMPSON HD5 w/ 0 TITEN HD SCREWS DETAIL C3 THIS SHEET or EQ. ® H4 BEAM & 0 16"OC.STAGGERED MIN. (2)HTS20 STRAPS EMBED 4" 8" CMU w/#5 VERTS 0 48"OC. G BEAM H1. } IN FULLY GROUTED CELLS. ° •d a # # 8" CMU w/#5 VERTS 0 48"OC. `' ` : } : IN FULLY GROUTED CELLS. � ' • PROVIDE PIECE OF PT.(2)2x8 (2) #5 CONTINUOUS w/ 30" MIN LAP o (2) #5 CONTINUOUS w/ 30" MIN LAP c w/(2)g"0 A.BOLTS ® PIER. ••` ' BEND AROUND CORNERS -� ' BEND AROUND CORNERS a o : . • EPDXY IN 5/8" HOLE •" OR ARCYLIC IN 9/16" HOLE TYP.U.O.N. ADD (1)#5 & (3)#5 TRANSVERSE 3'-0" 0 ENLARGED FDN. CL FTG. & �. FTG. & (i STEMWALL q STEMWALL 2'-0" HALL @ KITCHEN EXTERIOR STEMWALL @ THRU BOLT EXTERIOR STEMWALL Cl /BREAKFAST ROOM REAR PORCH C2 SLAB CONNECTION C3 PORCHES SCALE: 1 2"=1 '-0" SCALE: 1 /2"=V-0"'-0" SCALE: " 1 1 0 2x-STUD WALL 16"OC. SEE PLAN. VAPOR BARRIER OVER "0 )N SHALL COMPLY RATED SHEATHING BRICK INSTITUTE of AMERICA (BIA) (REFER TO GENERAL RUCTION". NOTES ON SHEET S-1.1 ) i/ASTMC216, GRADE SW, TYPE FBA. -D MASONRY CEMENT WHICH CONT. PT.2x8 w/j"O CON RTAR. BRICKS & MORTAR COLOR A.BOLTS 0 32"OC. ALTERNATING. A.B PT.2x_FLR. JOIST 4" DECKING AIR SPACE. SEE ARCH DWGS. 4" DECKING SEE PLAN. KEEP CAVITY CLEAN FROM MORTAR r, FIN.FLR. ELEV. DROPPINGS & OTHER MATERIALS PT.2x_FLR. JOIST FIN.FLR. ELEV. ROD EMBED SEE PT.2x_FLR. JOIST DETAIL C3 THIS SHEET DURING CONSTRUCTION. SEE PLAN. PT.2x_FLR. JOIST SEE PLAN. w/(2)H3 CLIPS WIRE TIES ® 16" OC. SEE PLAN. w/(2)H3 CLIPS PROVIDE PT.2x4 LEDGER w/""0 TITEN HD SCREWS BEND AROUND CORNERS#5 CONTINUOUS w/ 30" MIN LAP PT.(3)2x_BEAM 0 16 OC.STAGGERED MIN. HORZ. & 16" OC.VERT. w SIMPSON HOLD-DOWN -CONT. PT.2x10 w "0 PROVIDE PT.2x8 LEDGER BRICK VENEER SEE / / w "O TITEN HD SCREWS ....` 5 CONTINUOUS w 30" MIN SEE PLAN. A.BOLTS 32"OC. ALTERNATING. / " # / LAP ARCH.& DETAIL BRICK VENEER :':�; ; ::: " " 0 16 OC.STAGGERED MIN. BEND AROUND CORNERS B1/S-5.0 16"x16 CMU PIER w/(4)#5 VERTS 0 48 OC. EMBED 4" I GROUT ALL CELLS SOLID TYP. ;`.:. DOWELS TO MATCH VERT.REINF. 8" CMU w/#5 VERTS 0 48"OC. DOWELS TO MATCH VERT.REINF. • ` •' w 6" HOOK INTO FTG. / IN FULLY GROUTED CELLS. w/ 6" HOOK INTO FTG. DOWELS TO MATCH VERT.REINF. w/ 6" HOOK INTO FTG. _ (2) #5 CONTINUOUS w/ 30" MIN LAP o ..: o BEND AROUND CORNERS CG'S FOR SIZE & LOC'N. o (2) #5 CONTINUOUS w/ 30" MIN LAP •' ' .ES. IF NOT OTHERWISE BEND AROUND CORNERS )VIDE WEEP HOLES 0 32"OG IL I . q FTG. & CLFl Q STEMWALL � ck FTG. & SEE PLAN CL PIER 20-0" 2'-0" si DETAIL B1 62 TYP . INTERIOR PIER FTG . INTERIOR STEMWALL FTG . @ B3 EXTERIOR STEMWALL SCALE: 1 2"=1 '-0" SCALE: 1 2"=1 '-0" KITCHEN /FAMILY ROOM SCALE: 1 /2"=V-0" '-0" 2x-STUD WALL 0 2x-STUD WALL 2x-STUD WALL 0 "0 THREADED ROD. 16"OC. SEE PLAN. " 16"OC. SEE PLAN. 16"OC. SEE PLAN. � z 0 THREADED ROD. 2"0 VAPOR BARRIER OVER VAPOR BARRIER OVER VAPOR BARRIER OVER— RATED SHEATHING RATED SHEATHING RATED SHEATHING (REFER TO GENERAL (REFER TO GENERAL 4" CONCRETE SLAB REFER TO GENERAL NOTES ON SHEET S-1.1 ) PT.2x_RIM JOIST NOTES ON SHEET S-1.1 ) PT.2 NOTES ON SHEET S-1.1 ) CONT. PT.2x8 w/ "0 CONT. PT.2x8 w/ SEE PLAN. w/1"0 SEE 7 A.BOLTS 0 32"OC. 4" DECKING A. BOLTS 0 32"OC. SLOPE 1/8"/FT. ROD EMBED SEE r, FIN.FLR. ELEV. DETAIL C3 THIS SHEET %F 10011 ' ''' '• #5 CONTINUOUS w/ 30" MIN LAP ROD EMBED SEE PT.2x_FLR. JOIST 8" CMU w/#5 VERTS ® 48"OC. _ SEE PLAN. w ROD EMBED SEE IN FULLY GROUTED CELLS. BEND AROUND CORNERS w DETAIL C3 THIS SHEET /(2)H3 CLIPS DETAIL C3 THIS SHEET Ld �1) #5 CONTINUOUS w/ 30" MIN LAP a 1/2" E.J. " = w #5 CONTINUOUS w/ 30" MIN LAP #5 1/2 E.J. 4 CONC. SLAB v • BEND AROUND CORNERS ` w N 4" CONC. SLAB # BEND AROUND CORNERS BRICK VENEER SEE BEN APPROXIMATE FINISH :` ':f':: ;:;:;: GRADE a 8" CMU w/#5 VERTS 0 48"OC. ARCH.& DETAIL 8" C . ; • IN FULLY GROUTED CELLS. B1/S-5.0 IN F DOWELS TO MATCH VERT.REINF. DOWELS TO MATCH VERT.REINF. w/ 6" HOOK INTO FTG. w/ 6" HOOK INTO FTG. o (2) #5 CONTINUOUS w/ 30" MIN LAP o ' i ° # 5 VERTICAL 4'-0" O.0 BEND AROUND CORNERS ' (2) #5 CONTINUOUS w/ 30" MIN LAP DOWELS TO MATCH VERT.REINF. BEND AROUND CORNERS w/ 6" HOOK INTO FTG. I— FTG. & � STEMWALL � FTG. & CLFT Q STEMWALL CL S 2'-O" 2'-0" 2'-0" N @ SECTION THRU STEMWALL INTERIOR WALL ATG . @ EXTERIOR WALL FTG . SCALE: 1 /2"=V-0" SCALE: 1 2"=1 '-0" Al @ GARAGE WALL FOOTING A2 STORAGE/GARAGE OOM SCALE: 1 2"=1 '-O" A3 BREAKFAST ROOM AT CONTRACTORS OPTION PRECAST LINTELS MAY BE USED IN LIEU OF POURED IN PLACE CMU LINTELS. ALL LINTELS SHALL BE MANUFACTURED BY: CAST-CRETE. ADDITIONAL STIRRUPS MAY BE INDICATED ON PRECAST OR POURED ON PLAN IF ADDITIONAL SHEAR REINFORCEMENT IS REQUIRED. LINTEL, SEE C2/S-5.1 ' PRECAST LINTEL LEGEND F=GROUT FILLED/U=UNFILLED 12" 8 6- 1 B/1 T # OF REBAR IN LINTEL "�REBAR LOCATION B=BOT,T=TOP . . NOMINAL HEIGHT NOMINAL WIDTH �y,,;.' '=•,•}s,r. , HORIZ. JOINT r::'.`'c.'r:•.`r` REINF. 116#5 CONT o , W/#3 TIES ® 8- C-4 "C" _ W/1800 HOOK (ALT) 12" FILL CELLS W/CONC. SEE PLAN 10-8" MAX. MASONRY OPENINGS FOR REINF. 2-#5 CONT. • MIN. BRG. 8" EA. END t* ,: °° 12" MASONRY OPENING 5'-4" OR LESS FILL CELLS W/CONC. MIN. BRG. 8" EA. END 2-#5 CONT. T. & B. FOR EXACT LOCATION OF NOTE: W/#3 TIES ® 8" 1x4 OR 2x8 PT SYP BUCKS FASTENED TO OPENINGS SEE ARCH. W/1800 HOOK (ALT) tap MASONRY WITH SIMPSON J" TAPCONS IN 16" LINTEL BLACK •' SCREWS AT 12" O.C. NOTE: CONT. REINF.TO EXTEND „ (MIN. EMBED 11" INTO CMU.) 24"BEYOND FACE OF OPENING TYP. MASONRY OPENING MORE THAN 5 -4 NOTCH FOR VERTICAL REINFORCING (TYP.) MIN. BRG. 8 EA. END (MAX. OPNG. SIZE 10'-8") @ OPNG . MASONRY LINTEL DETAIL SCALE: 3 4"=1 '-0" Cl SCALE: 3/4"=l '-O" C2 2x-STUD WALL SEE PLAN FOR REINF. 16"OC. SEE PLAN. VAPOR BARRIER OVER "0 THREADED ROD. ��r, RATED SHEATHING O Q (REFER TO GENERAL NOTES ON SHEET S-1 ) EXTEND HORIZ. JOINT 2#5 VERT. 0 8" 14'-0" OPENING PT.2x-RIM JOISTCONT . 32OCx ? ALTERNATING. " MASONRY TERSE NRR REINF. OR PROVIDE (2 CELLS) AT 14'-0- SEE PLAN. A BOLTS MTL. LATHE 0 16" O.C. OPENING MASONRY JAMB DETAIL ROD EMBED SEE 4" DECKING AT 14'-0" & WIDER OPNGS. DETAIL C3/S-5.0 FIN.FLR. ELEV. INTERIO #5 CONTINUOUS w/ 30" MIN LAP PT.2x-FLR. JOIST BEND AROUND CORNERS SEE PLAN. a 1/2- E.J. Lu ccnn 4" CONC. SLAB 0 GARAGE. CMU WALL REINF. 8" CMU w/#5 VERTS 0 48"OC. 1 0 AS SHOWN ON PLANS. 0 IN FULLY GROUTED CELLS. DOWELS TO MATCH VERT.REINF. w/ 6" HOOK INTO FTG. cl GROUT _ (2) #5 CONTINUOUS w/ 30 MIN LAP FILLED CELL ••. BEND AROUND CORNERS WITH REINF. MIN. 2-#4 IN WINDOW OR DOOR FULLY GROUTED CELLS EACH SIDE OPENING OF OPN'G. q- FTG. & 2'-O" L ITL STEMWALL IOR/EXTERIOR01 JOINTS Bl C . M . U . JAMB JOINTS B2 INTERIOR I OR @ KITCHEN 133 STORAGE/GARAGE. (FLR. PARALLEL) SCALE: 3/4"=l '-O" SCALE: 3/4"=l '-O" SCALE: 1 /2"=l '-O" HB&G PERMACAST STRUCTURAL COL. BEYOND 2x-STUD WALL BEARING DIRECTLY ON SLAB SEE PLAN. 16"OC. SEE PLAN. 2"0 VAPOR BARRIER OVER SCHEDULED PORCH FINISH RATED SHEATHING SEE ARCH. (REFER TO GENERAL SCHEDULED PORCH FINISH i i NOTES ON SHEET S-1 ) PT.2 SEE ARCH. SEE 1/2" E.J. 4" CONC. SLAB — 4" CONCRETE SLAB 01 s�" C" FOR A06 f4 DOWELS Ir o CONT. PT 3 w C. ao y o �z o.c. �N A.BOLTS ® 32"OC. 1) #5 CONTINUOUS w/ 30" MIN LAP SEE P� REINF. EXTEND 2'-0• 7:.7 #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS /4 o Tso.c. Ew. 1R0 Sue. ROD EMBED SEE 7. BEND AROUND CORNERS BRICK VENEER SEE #5 CONTINUOUS w/ 25" MIN LAP ARCH.& DETAIL FOR REINF. BEND AROUND CORNERS SEE PLAN. DETAIL C3 THIS SHEET B1/S-5.0 COLD JOINT #5 8" CMU w/#5 VERTS ® 48"OC. �— 8" CMU w/#5 VERTS ® 48"OC. SEE CIVI� BRICK VENEER SEE BEN IN FULLY GROUTED CELLS. DOWELS TO MATCH VERT.REINF. IN FULLY GROUTED CELLS. ± `'' �w/J5 o�s'o.c. :;;::: ARCH.& DETAIL w/ 6" HOOK INTO FTG. o B1/S-5.0 Q IN F(2) #5 CONTINUOUS w/ 30" MIN LAP �j �.� !. (2) #5 CONTINUOUS w/ 30" MIN LAP rJi • DOWELS TO MATCH VERT.REINF. ,• w/ 6" HOOK INTO FTG. BEND AROUND CORNERS . BEND AROUND CORNERS CONT. z•-o xr'-O. FTG. w/2-/5 CONT. w/#3oas• O.C. oFL TRANS. M.o C.I.P. STAIRS. I FTG. & FTG. & STEMWALL STEMWALL L 2'-O" S EXTERIOR STEMWALL @ EXTERIOR CONC . STEPS @ EXTERIOR WALL FTG . WALL @ A2 A3 Al FRONT PORCH PORCHES BREAKFAST ROOM ( LR . PA SCALE: 1 2"=1 '-0" �C:AI F� � ��"_� .-n" _ SCALE: 1 /2"=l '-O" __ THREADED ROD ASSEMBLY CONT. NUT AND 3 x 3 x 1/4" SIMPSON SSP ® 32" O.C. TO FOUNDATION. CONTINUOUS 2x4 SCAB WASHER (TYP.) `REQ'D AT OPENINGS OVER 6'-0" SIMPSON (2)H2.5A FROM RAFTER TO CEILING JOIST 0 EA. OUTRIGGER TO SERVE AS NAILER FOR X-BRACING 2x4 BARGE RAFTER CONT. ® 4'-0" O.C. HEADER SEE SHINGLE STRIP SCHEDULE. HEADER ACIA 16d NAILS 0 8" O.C. • ROP RAFTER (4) 16d NAILS (TYP.) •' \-2x JACK STUD (TYP.) DOUBLE TOP PLATE 1/2- THREADED-/ (2) REQ'D FOR OPENINGS OVER 6'-0" WALL OPENING BRACE CEILING JOISTS .• (2) 2x FULL LENGTH (KING) 4'-0" 0 ONT. 2x4 SCAB FROM RAFTER TO COUPLER STUDS (TYP.) CEILING JOIST .® EA. X-BRACING 2x4 BLOCKIN PERMITTED - ® 48" O.C. IN (TYP.) IF REQ'D. (PROVIDE ADDITIONAL 2x4' s AT JOIST SPACE VERT. IF HIGHER THAN 48" TO FORM AN "L" SHAPE) SCAB IF CONTINUOUS 2x4x4' F. WEB IS SYP LATERAL BRACE PRESEN ® 48" O.C. (2) 2x OP PLATE (2) 2x_ TOP PLATE HEADER SEE SIMPSON LTP4 0 48" O.C. OPENING WALL OPENING 2x_ STUDS 0 16" O.C. END WALL ISOMETRIC OF LATERAL BRACE ACE PARTIAL 2 STORY TYPICAL OFFSET WINDC ABLE C2 C3 Cl @ GABLE END WALL WALL ELEVATION ( TWO STORY) SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" RATED SHEATHING NUT & WASHER RATED SHEATHING SEE DETAIL C3/S-6.0 -ROOF RAFTERS 2x COLLAR TIES IN UPPER (REFER TO GENERAL NOTES (REFER TO GENERAL NOTES RATED SHEATHING 2x_ROOF RAFTERS E PLAN FOR SIZE 1/3 OF RAFTER. SEE CONV'L. ON SHEET S-1.1) PT.2x_LEDGER ON SHEET S-1) (REFER TO GENERAL NOTES SEE PLAN FOR SIZE / SEE PLAN. ON SHEET S-1.1) & CONNECTIONS. CONNECTIONS. ROOF NOTES FOR ATTACHEMENT 2x-ROOF RAFTERS FASTEN TO WALL SEE PLAN FOR SIZE w/(8)10d NAILS (2)PLY LVL. RIDGE BEAM NOTE: SEE ARCH. .1 3 A3 & CONNECTIONS. NOTE: SEE ARCH. 3/A3.1 0 16"OC. 2x-ROOF RAFTERS SEE PLAN. BEAM TO BE CU / FOR SIZE AND PROFILES OF FOR SIZE AND PROFILES OF SEE PLAN FOR SIZE DOWN 0 OVERHANG SEE RAFTER TAILS AND RAFTER TAILS AND "O THREADED ROD. & CONNECTIONS. A ARCH. OUTRIGGERS. OUTRIGGERS. RATED SHEATHINGP.T. 4x10 BEAM SEE DETAIL C1/S-6.0 " (REFER TO GENERAL C SINK.(2) O LAG BOLTS � � FOR TYP.GABLE END NOTES ON SHEET S-1.1 ) " - IN HORZ'L 4x6 MEMBER & "�" BRACING. NOT SHOWN 2x STUDS ZA 4x4" VERT. MEMBER. FOR CLARITY. ® 16" O.C. _ RATED SHEATH NG . WALLBOARD OVER i GYP �° SEE DETAIL 63/S-6.0 • (REFER TO GENERAL � i NUT & WASHER FOR BRACKET DETAIL. 2x STUDS 0 16" O.C. NOTES ON SHEET S-1.1 THREADED ROD ) i i SEE DETAIL C3/S-6.0 1 2" 2x " STRUCTURAL BRACKET: 4"x6" i / SILL PLATE 6 2x-CEILING JOISTS CONT.2x LATERAL BRACE _ TOP 4"x4" VERT. & DIAG SEE PLAN FOR SIZE & 4'-0"OC. MAX. SEE PLAN. BRACING - BOLT INTO WALL HANGER INFO. C-4 STUD w/(4)""O LAG SCREWS RAFTER BEARING 5/8 " GYP. WALLBOARD P.T. 2x SILL PLATE MIN. 4 " EMBED ® WALL. ELEV. VARIES. PROVIDE SIMPSON LSTA18 STRAPS ® 1/2- E.J. co EA.STUD ® GABLE END WALL. ROD EMBED SEE CONC. SLAB SEE DETAIL DETAIL C3/S-50 SEE PLAN. C1/S-5.0 2,-4" (2) 2x PLATE . WALLBOARD FOR INFO GYP. WALLBOARD SEE ARCH. , . . NOTSHOWN ° ' � • 1/2" THREADED ROD 2x STUDS 0 16 O.C. TONGUE & GROOVE " STURDI-FLOOR •, , .• o e • SUB FLOOR PLYWOOD SHEATHING - • GLUED & FASTEN TO WOOD TRUSSES SEE DETAIL A2/S-5.0 OR JOISTS w/10d COMMONWISE NAILS FOR INFO NOT SHOWN. • 0 6"O.C. 0 EDGES & 12"O.C. INTERMEDIATE. 1 - STORY WALL SECTION B2 (5 u P FPPQR T BRACKET @ ROOF B3 2x SILL PLATE AK LOWER FIN.FLR. ELEV. @ STORAGE ROOM SCALE: 3 4"=1 '-O" SEE ARCH. SCALE: 1 /2"=l '-O" RIM JOIST NOTE: (2) 2x6 TOP PLATE - NOTE:FLR.JOISTS SEE PLAN. FLR. JOIST 16" XJI 85's ALL CONECTIONS BY SEE PLAN FOR SIZE & MANUFACTURER. SDS SCREWS ABOVE NOT SHOWN It CONNECTION TO BEAMS. SEE PLAN. FOR CLARITY SIMPSON MSTA24 FIELD-FORMED AS A STUD-TO-PLATE ANCHOR w/ (12) 10dx1.5" NAILS (TOP & BOT.) (2) 2x PLATE 2x_EA.END OF HEADER GYP. WALLBOARD ¢ FTG, & STRONG WALL. SEE PLANS FOR SIZE 1/2" THREADED ROD -'--2x STUDS ® 16" O.C. t CONC.WALL SIMPSON STEEL 2x_EkEND OF SIMPSON STEEL STRONG WALL STRONG WALL STRONG WALL (2) 2x_ TOP PLATE SEE PLAN FOR SIZE AND SEE PLAN FOR SIZE. BASE t g MANUF. MISTALLATION A.BOLTS BY INSTRUCTIONS. SIMPSON w FLOOR JOIST SEE SIMPSON MSTAM24" i MT—PUN FOR SIZE AND (4) 1/4 " x 2 1 4 " TITEN PROVIDE 8" WIDE x16 DEEP CONC. BEAM SPACING SCREWS TO FTG. AND P.T. 2x SILL PLATE W/2—#5 TOP (9) 10d x 1 1/2 NAILS TO STUD do BOT. do #3 PROVIDE PT.2x4 LEDGER w/ (2)1"0 CONC. SLAB TIES O 12"OC. TYP. AT x 31" LONG TTTEN SCREW o NOTE: FLR.JOISTS SEE PLAN. STEEL STRONG WALL 16"OC.MIN. 1 j" EMBED INTO CMU. NOT SHOWN FOR CLARITY FOR EMBED SEE 8" CMU w/15 VERTS O 48-OC. DETAIL C3/S-5.0 GROUT ALL CELLS SOLID TYP. • • ,• • a •,: 'e OPTIO SEE PLAN FOR SIZE • & REINF. CENTER ENLARGED FTG. UNDER NUT AND 3 x 3 x 1/4" WASHER (TYP.) STRONG WALL TYP. SILL PLATE STEMWALSEE DETAIL A2/S-5.0 OR FTG. L • SEE DETAIL �' � ' •� e ' ' ' FOR INFO Is FOR INFO NOT SHOWN. �' .. ••. TOP OF SEE PLAN �.,: ;' •„ ;•. : ', '; 1/2" THREADED ROD • • a.. .: SEE C3/S-5.0 FOR EMBEDMENT SEE PLAN FOR SIZE , ... a•: & REINF. SECTION THRU FOOTING @ THRU - BOLT ALTERNATE � .WALL SECTION A2 A3 2 - STORY FRAMED WA Al STEEL STRONG WALL @ KITCHEN /UPPER 2nd FLR . � FLR* SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" T CMU Ah 8x8" CMU U—BLOCK SEE ARCH. RATED SHEATHING 2x_ROOF RAFTERS 2x COLLAR TIES IN UPPER w/1#5 CONT. - +: (REFER TO GENERAL NOTES SEE PLAN FOR SIZE 1)3 OF RAFTER. SEE CONV'L. '•`' ON SHEET S-1.1) & CONNECTIONS. ROOF NOTES FOR ATTACHEMENT Q (2)PLY LVL. RIDGE BEAM SEE PLAN. BEAM TO BE C DOWN ® OVERHANG SEE an ARCH. z 5/8" PLYWD. NtcH DECK ' 2 a SEE DETAIL C1/S-6.0 8x16" CMU BOND BEAM i12 FOR TYP.GABLE END w/2#5 T&B. ® ELEV. VAPOR BARRIER OVER BRACING. NOT SHOWNz 5/ " 8 19'-2"± RATED SHEATHING FOR CLARITY. a3PLYWOOD (REFER TO GENERAL NOTES ON SHEET S-1.1 ) NUT & WASHER SEE DETAIL C3/S-6.0 LING JOISTS SEE PLAN FOR SIZE & CONT-2x LATERAL BRACE CEILING, SEE P , ;, � HANGER INFO. 4'-0"OC. MAX. SEE PLAN. BEYOND =` RAFTER BEARING ELEV. VARIES. 5/8 " GYP. WALLBOARD PT.2x_ r ` R _PROVIDE SIMPSON LSTA18 STRAPS 0 ' NAILER (2) 2x PLATE EA.STUD ® GABLE END WALL. �K WALLBOARD 1/2" THREADED ROD GYP. WALLBOARD 2x STUDS ® 16" O.C. r ,� y !. TONGUE & GROOVE j" STURDI—FLOOR SUB FLOOR PLYWOOD SHEATHING r NOTES SEE PLN. ER GLUED & FASTEN TO WOOD TRUSSES 6" CONC. SLAB w/ SEE PLAN. OR JOISTS w/10d COMMONWISE NAILS �. #4012"OC. EA.WAY ® 6"O.C. ® EDGES & 12"O.C. j r INTERMEDIATE. 200 SILL R. HOOK TOP BAR 24" _UPPER FIN.FLR. ELEV. INTO CMU. TYP. : .. 00 SEE ARCH. FLR. JOIST XJ85's SEE PLAN FOR SIZE & CONNECTION TO BEAMS. _• 01 (2) 2x PLATE e.+ 2x—STUDS ® 16" O.C. 1 x6 T&G BEAD /2x—CEILING JOISTS BOARD SEE ARCH. SEE PLAN FOR SIZE & GYP. WALLBOARD "0 ALL—THREAD ROD THRU CONNECTION TORAFTERS & LEDGER. 2x STUDS ® 16" O.C. =,r CENTER OF COL. & (4)2x BEAM. 1/2" THREADED ROD 2x—BLOCKING SEE PLAN a ;; FOR MANTLE SEE ARCH. g VERIFY ACTUALL COL. PLACEMENT SHEATHING OVER �— FIREBRICKw/ARCH. DRAWING. VAPOR BARRIER OVER SEE ARCH. �+ SPF#2 2x_ STUDS ® 16" O.C. � 00 HEARTH STONE � "0 ALL—THREAD ROD FROM SEE ARCH. BEAM ABOVE MIN. 7" EMBED �: • 8" CONC. SLAB w/ STONE HEARTH TO ALIGN w/FINISH w/MIN. 21" EDGE DISTANCE. P.T. 2x SILL PLATE a • #4®18"OC. EA.WAY FLOOR W .sem•. .t• 'i i:.�• i,�_.}• •: N :a` T&B. ' SLOPE a FIN.FLR. ELEV. .; 8" CMU SEE PLAN } t .. • FOR REINF. DOWELS TO MATCH PT.2x_FLR. VERT. REINF. JOIST SEE PLAN. PT.2x SEE PLAN. Nye SEE DETAIL C4/S-5.0 • PT.2x4 FOR INFO NOT SHOWN. TOP OF FTG. SEE PLAN #5012"OC. EA.WAY 01 #5012"OC. EA.WAY 7'-0" ' PORCH /2 - STORY WALL SECTION THRU FIREPLACE E B3 SECTION THRU EIREPL SCALE: 1 /2"=l '—O" SCALE: 1 /2"=l '—O" SEE CONVENT'L. ROOF NOTES OPENINGS LESS THAN OR EQUAL TO 44" SHALL USE or PLANS FOR RAFTER UPLIFT (1)CRIPPLE & (1)KING STUDS EA. SIDE OF HEADER. CONNECTIONS TYP. OPENINGS LESS THAN OR EQUAL TO 76" AND 2x—CEILING JOISTS GREATER THAN 44" SHALL USE (1)CRIPPLE AND (2) SEE PLAN FOR SIZE KING STUDS EA. SIDE OF HEADER. & CONNECTIONS. OPENINGS LESS THAN OR EQUAL TO 100" AND NUT AND 3 x 3 x 1/4" GREATER THAN 76" SHALL USE (2)CRIPPLES &(3)KING WASHER (TYP.) STUDS EA. SIDE OF HEADER. 5/8 " GYP. 10d ® 4" O.C. FLOOR DECK OPENINGS LESS THAN OR EQUAL TO 124" AND USE SIMPSON SPH4/6 OR LSTA18 ® 32" O.C. WALLBOARD SEE GENERAL NOTES. GREATER THAN 77" SHALL USE (2)CRIPPLES & REQ'D AT OPENINGS OVER 4'-0" (3)KING STUDS. (2) 2x TOP PLATE 1'-0" 01 GYP. WALLBOARD FOR SIZES NOT INDICATED SEE PLANp ba . 10 2x STUDS ® 16" O.C. 01 00 RIDGE 7 LVL. END 3" 6" 3" RI SEE PLAN & LEGSE J"O THREADED ROD. " OSB. DIA FASTEN IF SHEARWALL IS 0 X0 TO TOP PLATE W/ ALIGNED DIRECTLY (1) SIMPSON MSTA24 (2) ROWS 10d® 4-O.C. BENEATH FLOOR TRUSS, STRAP EA. END OF HEADER SEE PLAN OMIT HORIZ. OSB. & & 2x4 NAILER W/ EXTEND WALL SHEATHING HEADER FOR OPENINGS EA PT.2x_RIM JOIST (1) ROW 1O ® 4-O.C. TO TOP FLANGE EA LESS THAN 5'-0". SEE PLAN. NP FLOOR TRUSS. (2) SIMPSON MSTA24 • 4" DECKING STRAP FAJACK STUD SEE SCHEDULE . END OF U.O.N. PLANS. HEADER FOR OPENINGS •h FIN.FLR. ELEV. GREATER THAN 5'-0" AND 1/2- THREADED • • \\—FLOOR FRAMING- LESS THAN OR EQUAL TO ROD (TYP.) M PT.2x_FLR. JOIST 9'-0" U.O.N. ON PLANS. INT. SHEARWALL (#) 2x FULL LENGTH (KING) 39! SEE PLAN. SEE PLAN. TYP.ONLY O CONV'L SEE SCHEDULE U.O.N. ON PLANS. FRAMED AREAS. PLYWOOD (ON ONE SIDE) BLOCKING PANEL PARALLEL TO BETWEEN FLOOR TRUSSES (2x4 SPF ALL AROUND) FLOOR FRAMING COUPLER PERMITTED ATTACH TO DOUBLE TOP PLATE W/5-16d NAILS (TYP.) IF REQ'D. PS SE BETWEEN EA.FLOOR TRUSS. 2x SILL PERPENDICULAR TO FLOOR FRAMING PLATE SEE DETAIL A4/S-5.0 •. •• FOR INFO NOT SHOWN. SEE C3/S-5.0 FOR EMBEDMENT )' ECTI ON INT. SHEARWALL @ FLOOR WALL ELEVATION Al A2 @ OPENING A3 LVL/LVL RIDGE BEAMS SADLLE PLATE CONNE SCALE: 1 2"=1 '-0" SCALE: 1 '2"=1 '-0" SCALE: 1 /2"=l '—O" / RIDGE SEE PLAN GYP. WALLBOARD 1/2" THREADED ROD TONGUE & GROOVE J" STURDI—FLOOR SUB FLOOR PLYWOOD SHEATHING GLUED & FASTEN TO WOOD TRUSSES (4) 12d NAILS 2x STUDS 0 16" O.C. OR JOISTS w/10d COMMONWISE NAILS RAFTER 0 6"O.C. 0 EDGES & 12"O.C. SEE PLAN 000 INTERMEDIATE. 2x_ SILL R. WALL STUDS. FLR. JOIST WI-60 UPPER FIN.FLR. ELEV. SEE PLAN FOR SIZE & SEE ARCH. MIN. 2x8 RIDGE W/ CONNECTION TO BEAMS. RAFTERS ® 24" O.C. FLR. JOIST WI-60 EA. RAFTER USE: TYP. SEE PLAN FOR LOWER FIN.FLR. ELEV SEE PLAN FOR SIZE & •�"PLYWOOD SHEATHING SIMPSON (2)H2.5A or SIZE. SEE ARCH. CONNECTION TO BEAMS. SEE SHEET S1.1 FOR 0 WALL & LSSU26 NAILING PATTERN. BL. RAFTER RIDGE TYP. (2) 2x PLATE MIN. 2x4 SPF # STUDS 0 16" OC. GYP. WALLBOARD W/SIMPSON SP-2 TOP " ® 32" OC. LVL. LEDGER 2x STUDS ® 16 O.C. SEE PLAN FOR SIZE 1/2" THREADED ROD & CONNECTION TO WALL. SIMPSON LSTA12 ® 32" OC. TYP. ROOF SHEATHING. DOUBLE ROOF RAFTERS. � RALLEL WALL TYP . DORMER FRAMING SECTION @ INT. WALL @ FLOOR C 1 C 2 ELEV. CHANGE C3 SCALE: 1 "=1 '—O" SCALE: 3/4"=l '—O" SCALE: 1 /2"=l '—O" BIER OVER \THING NOTE: SEE ARCH. 3/A3.1 RATED SHEATHING 2x_ROOF RAFTERS 2x_COLLAR TIES IN UPPER GENERAL 2x STUDS 0 16" O.C. FOR SIZE AND PROFILES OF NOTE: SEE ARCH. 3/A3.1 (REFER TO GENERAL NOTES SEE PLAN FOR SIZE 1/3 OF RAFTER. SEE CONV'L. SHEET S-1.1 ) 2x—SILL R. RAFTER TAILS AND FOR SIZE AND PROFILES OF ON SHEET S-1.1) & CONNECTIONS. ROOF NOTES FOR ATTACHEMENT OUTRIGGERS. RAFTER TAILS AND 2x—ROOF RAFTERS OUTRIGGERS. (2)PLY LVL. RIDGE BEAM SEE PLAN FOR SIZE SEE PLAN. BEAM TO BE CU & CONNECTIONS. DOWN 0 OVERHANG SEE 2x—CEILING JOISTS ARCH. RATED SHEATHING SEE PLAN FOR SIZE & CONNECTIONS. ,vim (REFER TO GENERAL NOTES SEE DETAIL C1/S-6.0 ON SHEET S-1.1) (2)2x—TOP R. 5/8 " GYP. FOR TYP.GABLE END WALLBOARD VAPOR BARRIER OVER BRACING. NOT SHOWN RATED SHEATHING FOR CLARITY. SEE CONVENT'L. ROOF NOTES REFER TO GENERAL or PLANS FOR RAFTER UPLIFT NOTES ON SHEET S-1.1NUT & WASHER C'SINK.(2)2"O LAG BOLTS CONNECTIONS TYP. NUT & WASHER ) SEE DETAIL C3/S-6.0 IN HORZ'L. 46 MEMBER & SEE DETAIL C3/S-6.0 2x—CEILING JOISTS 44" VERT. MEMBER. SEE PLAN FOR SIZE & FACIA (2) 2x PLATE HANGER INFO. SEE ARCH. RAFTER BEARING 5/8 " GYP. WALLBOARD SEE ARCH. ELEV. VARIES. PROVIDE SIMPSON LSTA18 STRAPS VAPOR BARRIER OVER (2) 2x PLATE EA.STUD ® GABLE END WALL. STRUCTURAL BRACKET: 4"x6" RATED SHEATHING TOP 4"x4" VERT. & DIAG. (REFER TO GENERAL GYP. WALLBOARD BRACING — BOLT INTO WALL NOTES ON SHEET S-1.1 ) STUD w/(4)1"O LAG SCREWS -----__2x STUDS ® 16" O.C. MIN. 41" EMBED 0 WALL. TONGUE & G SUB FLOOR P $0 GLUED & FAS 1/2" THREADED ROD -----GYP. WALLBOARD SEE ARCH. OR JOISTS w 2x STUDS 0 16" O.C. -------'-2x STUDS ® 16" O.C. INTERMEDIATE. 2x_ FLR. JOIST XJ TONGUE & GROOVE j" STURDI—FLOOR FOR SIZE & SUB FLOOR PLYWOOD SHEATHING SILL R. GLUED & FASTEN TO WOOD TRUSSES UPPER FIN. � E T @ GARAGE OR JOISTS w/10d COMMONWISE NAILS SEE ARCH. 131 0 6"O.C. 0 EDGES & 12"O.C. NUT & WASHER SCALE: 3 4 =1 —0 2x SILL PLATE INTERMEDIATE. Mm SEE DETAIL C R r, UPPER FIN.FLR. ELEV. MAX PT.RIM JOIST SEE ARCH. (2) 2x PLATE SEE PLAN. FLR. JOIST 16" XJI 85's 1 x6 T&G BEAD o SEE PLAN FOR SIZE & 3x LVL. BEAM BOARD OVER 2x CEILING GYP. WALLBOA o CONNECTION TO BEAMS. SEE PLAN JOISTS. 2x STUDS 0 1 FASTEN CORNER POST TOGETH W/ (2) 2x PLATE ALL THREAD ROD 1/2" THREADE 12d NAILS 0 6" OC. SEE PLAN. (STAGGERED) 1/2" THREADED ROD -----__GYP. WALLBOARD CORNER POST o ------_ -2x STUDS ® 16" O.C. SHEATHING OVER " 10"SQ. HB&G PERMACASVAPOR BARRIER OVER STRUCTURAL COL. TYP. SPF#2 2x_ STUDS 0 16" O.C. STALLATION 0 FRONT PORCH. (SEE NOTES ON SHEET S-1.2 & S-1.3 FOR SEE PLAN ANCHORAGE OF P.T. 2x SILL PLATE DECKING (3)2x_BEAM/FDN.) P.T. 2x SILL PLATE �" dh FIN.FLR. ELEV. FIN.FLR. ELEV. ROD EMBED SEE PT.2x_FLR. JOIST " • :• ;•• .' DETAIL C3/S-5.0 SEE PLAN. 1 M T 4• SEE DETAIL A2/S-5.1 FOR INFO NOT SHOWN. EE DETAIL C4/S-5.0 FOR INFO NOT SHOWN. (2)2x ADD 3rd L L-- L 2x 4(2)2x ' SEE DETAIL A4/S-5.0 e '+ FOR INFO NOT SHOWN. `• ; • 1AILING PATTERN • '' �:: e ER 8c 2 - STORY FRAMED WALL SECTION SECTION @ FRONT PORCH /2 — STORY WALL ION DETAILS Al A2 SCALE: 1 /2"=l '—O" SCALE: I � 1 1 I I I GFI Ov — G P GFI FI ------------------------------ ALL OUTLETS IN THIS ROOM 0 (UNLESS OTHERWISE I NOTED)ARE TO BE TURNED CENTER OUTLETS HORIZONTALLY AND BELOW WINDOW LOCATED IN THE BASEBOARD ;FI FI GFI0 I _ LOCATED ABOVE MANTLE RANGE CL FLOOR RECEFTABLES SHALL I HOOD BE FIELD LOCATED BY OWNERS I ❑ O N TE: PROVIDE OUTLETS FOR 0 APPLIA CES IN FINAL KITCHEN LAYOUT �— -- GFI ;FI GFI GFI fl0 I CENTER OUTLETS BELOW WINDOW VE -- VE REFRIGERATOR — 'A ING DWR. GFI ® . . . . . . . 042 4'-2 1/2'-_' GFI - ---- - T • � I I _ LOCATED IN ELECTRIC POWER LEGEND I BASEBOARD I I meq_ [� FLOOR DUPLEX RECEPTACLE I I i :R PAD ! n: DUPLEX RECEPTACLE I I F- ii I jj-------------------------- --- - -- ----- SWITCHED DUPLEX RECEPTACLE -- - - -- - ABO VERIFY EXACT DU EI X RECEPTACLE0 ---- - TS QUADRUPLEX RECEPTACLE till ! OCLK RECESSED CLOCK RECEPTACLE [ �. CENTER OUTLETS I �T BELOW WINDOW ® SPECIAL PURPOSE RECEPTACLE(TO MATCH EQUIPMENT) S SMART ACK 2- 1 COAX 1 CAT 5E GFI 1 -0---- — -® ALL OUTLETS IN THIS ROOM - ---- - ARE TO BE TURNED SJ SMART JACK 4-2 COAX, 2 CAT 5E HORIZONTALLY AND LOCATED IN THE (D JUNCTION BOX BASEBOARD TELEPHONE - --2 ® DISPOSAL 42 42"ABOVE FLOOR --_--�� 220 220 VOLTS _- --- GFI GROUND FAULT INTERRUPTER WP WATER PROOF METER WITH SHUTOFF CENTER OUTLETS BELOW WINDOW DISCONNECT SWITCH GFI@� L-- --- j Q GARAGE DOOR SWITCH (PUSHBUTTON) - [ [ WA51t ER "r.P SECURITY SYSTEM TOUCH PAD W --( -FI 'KP AUDIO SYSTEM KEY PAD 42 WP220 VO TS I 0 THERMOSTAT --- ELECTRIC PANEL - — DR R I - - -- ------ - T- ------- -1-- -- - - - - o-- FIRST FLOOR POWER PLAN SECOND FLOOR POWER PLA 1 /411 _ 1 1_011 1 /411 _ 1 1_011 x I 4�G Vu JOINT CEILING N Cl Cl C4 z N 7 OeY \Nss I 9'-4"CEIING /X 4 HEIGHT Cl — — — — — — ------ ......................................................................................... .......................................................................... C-1 E lu lu ui C-1 C a_ 0 0 Lo (n C-1 C-1 N C-1 A T_ Ll C-1 C4 9'-4"CEIINGli HEIGHT CEILING HEIG 9'-1 1-7/5"CEIING El c HEIGHT C-1 C-1 C-1 C-1 4 9' CEILING HEIGH' Li LI 9�CEILING HEIGHT 9' CEILINC. foE C-1 C4 C4 C4 C-1 C-1 v) 0 0 lj� lu Lu Cl ............ ----------------------................................................................................ 0 E E ® . . . . . . . . . . . . . . . . . . J— — — I GE I La I I I I I I � I , ��1/2" C..l C-1 I I 5EPOI�D !�WI_FCH I - I C-1 C-1 C-1 1 1 �4 1 1 IN ,5E' 0 R f AL I TEG CEILING 0— e q 4� 4e' N -SOFFIT e- k)E E - C-1 0 E C7C-1 /A C_� )E C-1 AM A L� 00 ---ji I 1'5EI IN, )fE � I I LIGHTING FIXTURE SCHEDULE TEG CEILING- RAISE IN SECOND SWITCH C 17 L 11 FRONT OFDOOR. FIELD C 1 C-1 IN FIRST FLOOR t —fg,30 If DO DR <>A SURFACE MOUNTED LIGHT DETERMINE EXACT EXTENT _w en Of RAISED AREA S P0OWN L PENDANT LIGHT x c z m e mim VJE ED FL%I D C_ CEIL NS IN F;�ONT Cl RECESSED ADJUSTABLE DOWNLIGHT OE,�� OF DOO L 3 E LJ M C-1 ® C_3 RECESSED DOWN LIGHT- WET LOCATION 9' SQ\ILING HEIGHT C4��C4� __�7c_ LIA p C4 RECESSED WALL WASHER - ADJ. GIMBLE -)E 1p C5 RECESSED PIN LIGHT L I I D TI C4 STEP LIGHT E L 5'-4" CEILING HT 6-4" CEILING I H 4 A 9' CEILII` 91-1 -7/8" EIING E INTERIOR SCONCE EIGM F 2E1 EXTERIOR SCONCE 9'-1 1-7/8"CEIING ING HEIGHT INK HEIGHT 4 E CHANDELIER3 L .L D IN-LINE EXHAUST FAN E 9'CEILING HEIGHT C-1 C-1 1 0 FLUORESCENT CEILING LIGHT 91 CEILING HT. :z Ll UNDER COUNTER LIGHTING >---C K 0 Lu 0 0 n, N lu Lu n SLOPE DOWN I z CLOSET LIGHT ONCANDECENT) 9' CEILING HEIGHT 0+ L wool /_00, M CLOSET LIGHT (FLUORESCENT) OT aEl ......... EXTERIOR FLOOD LIGHT N TEG CEILING p EXTERIOR CEILING FAN F_ INTERIOR CEILING FAN R_9 CLOSET LIGHT FIRST FLOOR ELECTRICAL PLAN @ SMOKE DETECTOR SECOND FLOOR ELECTRICAL PLA It 1 1 (�,ctr6on Mono >( ,(de deleclor it 1 /4 -011 W� 4_ k 0 4, 0 (3ed r oo rn 5, Yn -7 OlO l/ 1 /4 1 -0 111