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1703 PARK TERRACE E - REVISED DRAWINGS lee residence 1703 park terrace east atlantic beach , fl 20'-6" 20'-6" 21 43 EXPOSED BEAMS C�; ABOVE-TYP CD 10 -IN SHELF BUILT-IN BUILT co u u') WINDOW SEAT C) '-0/ EXPOSED BEAMS ABOVE TYP B U ILT-IN l WI NDOW SE I I - sean johnson 2868 -1 A5.0 3 Cn arch itect llc m a s t e r 00 2 LO A3.1 A3.1 N 67 mediterra ave — — — — — — ponte vedra , fi L — — — — — — — — - 6'-8" 8'-4" Cf 3 garage A5.1- - - - - - - - - -- 19� M 8 c o s e t 16'-2" — — — — — — — — — — 5'-2" 21058 21058 b a t h 5'-6" T-5" T-T' C? 9 L 7 CD BUILT-IN BENCH -1 C.0 '.4�z EXPOSED BEAMS 6X6PTPOSTW/CHAMFE EDEDGES L- — — — — — — — Cf) CY) ABOVE-TYP (NO CHAMFER 12" FROM T P&BTM) Cn C14 PAINT FINISH-TYP 00 T 7 s p a c e I - = I c o s e t 3.1 STEEL HAND RAIL A3.1 TO MATCH CABLE N m u d RAIL CAP FT_ I i - CABLE RAIL W/STEEL -4 1 8'-9" POSTS AND CAP 4 A5.0 F T MURPHY BED _< 00 a u n d rxi ASSEMBLY ly 4 fp 2nd level 0 4' 8' N A5.0 C� r— — — — 2 STOWAWAY 00 w a I k- i n F -T IRONING C o co C 0 L 11 1 STATON LO p a n t r y 5 A5.0 6 2868 2868 T-1 T-2" 6-811 0 UJ 0 HE LD VERIF > 2668 PKT + W _= > 0 f a m i I y NEW STAINLESS STEEL C� 0 0- b a t h COUNTERTOP 0 00 0 bedroom Lu LO 0 THROUGHOUT WITH 0 00 LL 0 F— RAISED'V' EDGE LO Pod> SEAN JOHNSON,AIA REVISION N 00 !3p# DATE 00 (0 r_0 3'-7" SIGNE N VERIFY 4'-2� 0 FLO U- F_ LLJ i — L Z L>L C-0 - — — — — — P.JOHN LLI 7 > k i t c h e n 0 00 00 **lam AR0093025 57< > uj OFFICE COPY F I Az M As� N 04 '0 00 CD N 1V + C) -n STATE OF FLORIDA AR 93025 co bedroom 2 bedroom 3 LO LO 00 ISSUE SET REVISIONS 04 d i n i n g SHEET NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD UNO c4 2. RE: STRUCTURAL DRAWINGS FOR EXTERIOR WALL STUD SIZE, SPACING AND NO. DESCRIPTION DATE WOOD SPECIES e n t r y 3. CONTRACTOR SHALL NOT SCALE DRAWINGS. FOR QUESTIONS REGARDING 1 SCHEMATIC DESIGN 060915 DIMENSIONS, PLEASE CONTACT ARCHITECT OF RECORD 2 SCHEMATIC DESIGN REV 0721 15 4. PER FBC R 309.2 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ATTIC 5,,Typ 3 PERMIT SET 100915 W1 MIN "' GYP BD. HABITABLE ROOMS SHALL BE SEPARATED WITH MIN 2 S co X GYP BD;ALL STRUCTURE SUPPORTING FLOOR/CEILING ASSEMBLE HALL 0 Z� OWNER REVISION 010516 CD BE PROTECTED WITH "' GYP BD. 2 5. HARDWOOD FLOORING THROUGHOUT 6. BASE SCOPE INCLUDES PAINTING ENTIRE INTERIOR EXTERIOR — 210 - 13 21058:� 111-0.1 211058� 6.1. COLOR TO BE DETERMINED. INTERIOR PAINT TO BE BENJAMIN MOORE 21058 5'-3" AURA EGGSHELL-TYP EILING TO REMAIN TO 140T PARTOF co 7. BASE SCOPE TO INCLUDE SKIMMING EXISTING C SMOOTH FINISH 8. ALL EXISTING WALLS RECEIVING STRUCTURAL MODIFICATION TO RECEIVE THIS PER 01T 2 32'1-6" SMOOTH FINISH AFTER GYPSUM BOARD REPAIR-LEVEL 4 A3.0 E3 9. PROVIDE ALLOWANCES FOR ALL NEW PLUMBING FIXTURES 10' PROVIDE ALLOWANCES FOR TILE FLOORING AND 50% OF WALLS TO RECEIVE TILE IN BATHROOM Y 10'-3" 6'-0" 6'-0" 10'-3" 4" 11. ALL NEW WINDOWS TO BE EQUAL TO PELLA ARCHITECT SERIES WITH TRUE DIVIDED LIGHTS 59'-0" (+/-) EXISTING-VERIFY 12. PROVIDE ALLOWANCE FOR MURPHY BED KIT IN KIDS SPACE f loor plan floor plan 1st level 0 4' scale 1 /4" 1 '-0" A 1 . 1 lee residence 1703 park terrace east atlantic beach , fl - - - - - - - - - - - - - - - - - - - - - - - - - - ..................................- F........................... .......................................... ..................- .............................. .......... .............. ........... CONTINUOUS HALF ROUND ------------ GUTTER L-1 W/ROUND DOWNSPOUTS (GALVALUME FINISH)-TYP .............................. s e a n johnson 6 12 arch itect llc 2 2 —A A 3.1 67 mediterra ave ------------ ponte vedra , fl F-1 9 12 9 12 > —--------- ..................... 0 ................ ............. ----- ..... ... ....... ...- - - - --- ------ ------- ­­ --- ....................... w ----------------------------------­: ............ ------- -----------------------......................... CONTINUOUS HALF ROUND . ............ W/ROUND DOWNSPOUTS ...................... GUTTER ............. ........... .................. --------------- ­_ (GALVALUME FINISH)-TYP ............................ ------- ............ NOTE: DOWNSPOUTS T HIS AR PIPED BELOW PATIO TO REAR 0 ------ ....... --- ----- ....... . ...... ------ ------ GUTTER VALLEY SHIELD --------------------- ...........------------------------- .........- .................... -------------- ------------------------------- --------------- --------------------------------- .......... .......... ---------.............. 9 - 12 9 12 .......... . ............. KICK-OUT FLASHING A3.1 ----------------------------------------- -------- ............- - - - ---------------------- - -- ----- -------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ...... ....... CONTINUOUS HALF ROUND > ui UTTER ROUND DOWNSPOUTS — — — — — — — — — — — — — — — — — — — _j 0 KICK-OUT FLASHINC ------- ALVALUME FINISH)-TYP ................ 9 12 roof plan 2nd level 0 4' 8' (\9 12 ............. ......................................................... 0 �sc a I�el 4�' = V�-0 --- ------- .. ......... -------------- . .... ............................... ------------------------- ......... ---------------- ............................... ----- -- ------ ... ................................................................. ROOF VENT CALCULATIONS: . ..... .............:.............. 1 THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA OF LINE OF PITCH BREAK THE VENTED SPACE ui -------- 2. AT LEAST 40 PERCENT BUT NO MORE THAN 50PERCENT OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE 3. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE MEASURED VERTICALLY WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED AT THE EAVE OR CORNICE VENTS SEAN JOHNSON,AIA . .......... .......... 4. 4 FT OFF RIDGE VENT ASSUMED TO HAVE 140 SQ IN VENTILATON ............... AREA 1 (AREA OF VENTED SPACE OVER SINGLE STORY PORTION): -------------------------------------- . ................. N 2,255 SF .............................- 0 a 2,255 SQ FT X 144 SQ IN 324,720 SQ IN OF FLO 4 ' 0 RV L4. - REQUIRED VENTING: 324,720 300 1083 SQ IN VENT REQUIRED (.0 1083 SQ IN 2 541.2 SQ V CO P.JOHNS .......... 541.2 SQ IN VENT AT RIDGE 541.2 SQ IN VENT AT EAVE ...................- (3)4 FT OFF RIDGE VENTS REQUIRED RIDGE, RIDG E AREA 2 (AREA OF VENTED SPACE ABOVE MASTER): ARO 93025 ­­ ...... ....... It v� 625 SF 625 SQ FT X 144 SQ IN 90,000 SQ IN REQUIRED VENTING: 90,000 300 300 SQ IN VENT REQUIRED 300SQIN/2= 150SQIN ARCHITECTURAL ASPHALT SHINGLES-TYP 150 SQ IN VENT AT RIDGE 150 SQ IN VENT AT EAVE (2)4 FT OFF RIDGE VENTS REQUIRED (0 CNI STATE OF FLORIDA AR 93025 .............. ISSUE SET REVISIONS NO. DESCRIPTION DATE ......................... 1 SCHEMATIC DESIGN 060915 6 1 2 6 12 2 SCHEMATIC DESIGN REV 0721 15 < > ROOF PLAN NOTES: 3 PERMIT SET 100915 1. TYPICAL ROOF OVERHANG 12" 2. TYPICAL GABLE OVERHANGS 6" OWNER REVISION 01 0516 3. ALL GUTTERS TO BE HALF ROUND GALVALUME W1 ROUND DOWNSPOUTS 4. PROVIDE (2) LAYERS ROOFING FELT WITH 3:12 ROOF PITCH OR LESS .............. .............................. ............ .............. ­­ -- ----------- .............. 5. ALL ROOFING MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTION 6. 7. ATTIC ACCESS TO BE MINIMUM 22"X 30"CLEAR T 4 THiS P E: : MH H . CONTINUOUS HALF ROUND GUTTER .0 T. W/ROUND DOWNSPOUTS (GALVALUME FINISH)-TYP CONTINUOUS HALF ROUND OFFICE COPY A3.0 GUTTER roof plan 3.1 W1 ROUND DOWNSPOUTS A3.1 (GALVALUME FINISH)-TYP 0 4' 8' scale 1 /4" 1 '-0" Al . 2 lee residence 1703 park terrace east atlantic beach , fl L LLL�L sean johnson architect llc ARCHITECTURAL ASPHALT SHINGLES H L-L-L-Li L L-Li-L-----L--L 1-6 X 3-4 GABLE VENT L-L—;— T 67 mediterra ave L LL— ponte vedra , fl : L HARDI PLANK SIDING --LLL 6 LILL LLLLL� ..L-�— LILL— LLLL� ............................. -LiL L74 EL. 1 NEW WOOD SHUTTERS W1 PAINT ----------------- .. . .............................. FINISH-TYP. LLL : EXPOSED (HEIGHT HEIGHT OF WINDOW) ...................7 ........... LILL : ......................................... -- - -------------------------------------- --------- .. ............................ ..........................- RAFTER TAILS W/ (WIDTH 1/2 WIDTH OF WINDOW) ................................ . ................. ----------------------------------------------------- ...............- .......................................... ............. -------- PAINT FINISH- ................. ------------------------------------------------------------------------------------------------------ ---------------------------------- ............- ........................... ......................... .......................- ..................... - --- ------------------------------------------------------ 9 zo TYP ................................................. ............................................. ............. - ----------------------------------------------------------------------------------------------........... ..................................- ................. ...................... ------------------------- ............................ ... ----- ........................ ........................ 5V CRIMP METAL ROOF PANELS METAL ROOF ........................ ........- .................... ----------- -- --------- .......... - ------- ........................................... ........................................................... --------------------- ------------------------------ ................................. .............................................. EL. 9'-10 3/4" fill EL. 9' 4" ..................................................... FA—LSE BRG 12 ..............-----------------------------------------------------------------------------------------------------............................................................. tj -NOT-PA... ............................................. ---- 31 ----------------------------- --------- ------------------------------------------------------------ ------------------------------------------------------------ ......................... ---------------------- ............. .............. ............................... EL. 8'-4" ------------ EL. 8'-0' FALSE-­BRG 6,150—RCH- ............. ......................................... --------------.............................................. .............................- ............................ ........................... ........................................... ............. EL. 8'-0" ........... ........... ......................................... .................................................- W/PAINT FINISH .......... ---------------........... EXISTING BRICK- PAIN FINISH ...... ... ... ... . ...... --------------- -- ------------------ - - .................... ..................................- TYP. NEW 6 X 6 WD POST&RAILING ------------------- 9: MINIM W/PAINT FINISH -TYP co ..........--------------------------------------------------------------------------------------- ....................................... ------------------------- --------- .... ----------- 7E ........................................................... ----- 7 ------------------------------------....... -:-7 ... ........... - ------------------------------- .......... ...... ............................ ................. --------------------------------- ----------------------------------- HARD] TRIM W/ :... ....... ......... ....... .......................................................... ------------------------------------------------------------------------ PAINT FINISH ............ ......................... 0. j-- L : j L_=-� 1 : 7 1--- '-� . ���::�-- I - - : -7- � I i -- �:�- :� � .......... ........ --- �A Ij EL. -0.1 ................... ..................................- ..................................- ........... .......... . ..... .... EL. 0'-0" ------------ : .......................... ............ ................. .................................. front elevation new 0 4' 81 scale 1 /4" 1 '-0" ARCHITECTURAL ASPHALT SHINGLES SEAN JOHNSON,AIA ARCHITECTURAL ASPHALT 1-6 X 3-4 GABLE VENT SHINGLES ... ... ------------- ------- ....... ...... --J ----------- .......... ---------- u .... ..... --- L J HARDI PLANK SIDING OF rto T 12 EXPOSED RAFTER TAILS W/PAINT NEW WOOD SHUTTERS W/PAINT P.JOHNS4'. ........ ...... 777777 ........... --- --- ................ ------ ................ .......... FINISH -TYP ................... T FINISH-TYP. : (HEIGHT HEIGHT OF WINDOW) ....... ---- ----------- ---- ------ ---- -------- ---------- -------- ........ .. .... ...... .. ....... ...... ------ ...... --------- .... i �. - - ; : : : : 7 (WIDTH 1/2 WIDTH OF WINDOW) AR0o930 --------- -------- .... . . .......... .. .... J ------------- .......... . .. ................ ----------------------- .................. .......]-� --I I ---- 1... - ....... ........- - -------------------- 0 - --------------- ------- . .... ..... ... .. . ...... .......... ...... .... .......... ...... .......... ............... ... ................... -------............... --------------------------------- --- ----------- 5V CRIMP METAL ROOF PANELS .... ..... ... --- ----- --- ---- ... .... .......... .... ... ---- ------ A NEW HARDI FRIEZE BOARD .. . ........ .............. .... . . ..... .. ..... ........ ...................................... ---------------------------------- ------------------------------------------------ EL. 9'-10 3/4 T W/PAINT FINISH-TYP .................. ------------- .... ........ --------- .......... — - — - — - .. .... ..... FALSE BRG J 771!T EL. 8'-0" EL. 8'-0" - ----------- ------- .. ............. u 1-u u u u u u u u u U STATE OF FLORIDA AR 93025 EXISTING BRICK-PAINT FINISH ...... ....... - ------------ .................. -:------------ NEW WOOD SHUTTERS W/PAINT --------------------------- .......... ------------ ............ NO. DESCRIPTION DATE -TYP. .... .. ... ...... FINISH ... ............. . .....L... �r - -. (� � �-T--�.... ....... IT FINISH -TYP 91 W/PAI ............... ............ 1 SCHEMATIC DESIGN 060915 -T1 ... ....... MEE ........... ................ 0721 15 2 SCHEMATIC DESIGN REV 7mmli . ... ..... .. ... .......... . .. --,I ........... ............ -E� .................... P EXISTING BRICK AINT FINISH 3 PERMIT SET 100915 ........... : ................ ....... ............ ........... ......... 01 . . .... ...... .... EL. 0'-0 EL. �L..-.L � : --L...... .. ........ ------------------------ ........ ------- .............. ....... :--------------------------- 7� Z� OWNER REVISION 01 0516 ............... 2 right elevation new 0 4- 8. scale 1 /4" l '-O" OFFICE COPY e I e v a t i o n s f ront & right new 12 �m m 22 F P�q P.J 'St�'t4 OHI A 2 . 0 lee residence 1703 park terrace east atlantic beach , fl WP (t) LVJ AFCI AFCI 0I AFCI F — — — — — — — — — - - F - --�\ sean johnson CLG m a s t e r architect llc co /Cr 67 rn e d i t e r r a ave ponte vedra , fl 01i AFCI AFCI -�3�- 912 garag-Le_ _ _ _ _j 0- -C� GFCI CLG Q- c I o s e t - - - - - - - - - - L -1 b aA�h AFCI 4 L FA ZY\ GD (D 62 GDE)Eii -T- T Fd—S T 7 —1— 1— I-V is p a c e AFCI o-s-e AFCI m 0 d 22:111:222:1 T-1 WP laundry 4 - - - - - - elec plan 2nd level 0 4' 8' @72 E] - -0 L- - WP 61D ct L w a n F -IF D/ pantry I L -1 11 L electrical legend 0\E1 - - -0 GFCI OD —0 0 NEW RECEPTACLE #) b a-fh 0 if a m i I y GFCI NEW GFCI RECEPTACLE bedroom 1 1 1 AFCI NEW AFCI RECEPTACLE GFC SEAN JOHNSON,AIA LL 0 WP NEW WEATHERPROOF GFI I.. IS6. RECEPTACLE \0— b9 &F LU H (D 10- 0. D EXISTING RECEPTACLE r- 9F Fto ca k i t c h e n Now TO BE DEMO'D 0 3: - P.joti z �- 0 NSOV - - - - - - - - 3 NEW 3 WAY SWITCH --0 FINAL LOCATION OF $ NEW LIGHT SWITCH 093025 �JG F FF C S PENDANTS TO BE FIELD LOCATED BASED ON TABLE NEW CEILING 0 MOUNTED CAN bedroom 2 00 bedroom 3 LIGHT FIXTURE STATE OF FLORIDA AR 93025 - NEW WALL d i n i n g 0 MOUNTED LIGHT ISSUE SET/REVISIONS FIXTURE NO. DESCRIPTION DATE e n t r y (D SMOKE DETECTOR 1 SCHEMATIC DESIGN 060915 2 SCHEMATIC DESIGN - REV 0721 15 CARBON MONOXIDE DETECTOR 3 PERMIT SET 100915 M GARAGE DOOR OWNER REVISION 010516 GD 1 34 Ei 11 EXHAUST FAN NOT PARIf OF TV OUTLET THIS PERMIT F121 0 THERMOSTAT PHONE OUTLET 4 > OFFICE COPY e I e c t r i c a I SHEET NOTES: p I a n electrical plan 1 st level 0 4' 8' 1. EXISTING ELECTRICAL TO REMAIN NOT SHOWN FOR CLARITY scale 1/4" 1 '-0" E 1 . 0 c) h. I q 0- 0 (9 59'-0" 38'-6" 20'-6" 9 co % I % L: vj z 6" 16" 1 E z 0 U) cr) z 0 0 a. 0 Lu Fr LL L) 0 (n w W IT W Z) z co 3: D o 9 r6 FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. 1 C) V-01 co 9 9 FINISHED FOOTING AND SLAB POURED GRADE WITH 3000psi CONCRETE WITH 9 z SLOPE TO �0 FIBERMESH. 0 DOOR NISHED - 12" zo- F1 —Ac" w z 41' 6 MIL VAPOR BARRIER OR EQUIVALENT GRADE CN WATERPROOFING BETWEEN COMPACTED U0 S UBBASE AND FOOTING/SLAB -H 1- H 1-1 L T--1-7 _��_" I ' I 1 6 MIL VAPOR BARRIER OR ONE STORY: X 12"WITH(2)#4 �0 TWO-STORY: X 16"WITH (3)#4 —1 EQUIVALENT WATERPROOFING C) THREE-STORY:X 20"WITH (3)#5 BETWEEN COMPACTED c) SUBBASE AND FOOTING/SLAB r6 FOOTING, PER PLAN 1 9 60 V, -Vol (IP3/ 16'-2" 2214" 04 RECESS SECTION w F- W (0 cf) cy) 3/4"= V-0" 04 — 0 < C14 1 c) SEE PLAN 1: Z W ----- ---------------- 5 4 FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. 1101 8"THICKENED EDGE WITH(1)#4 1 1 1 �s 0 W LL 60 �1 — VARIE WITH Z% 12"#5 REINFORCEMENT BARS < \,si.61,F ————————r————S Y101— FINISHED G R E SLORE AT 48"O.C. MAX U) W 71 GRADE Z W W L EXISTING FOUNDATION m C? 01 7'-6" mil �e) i 1=4 7'-4" 7'-6" —,o e ———————————————— \'si�01) z 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN L-—————————————————-- F_ COMPACTED SUBBASE AND -0. 12'-6" co FOOTING/SLAB 8 X C) ——————————--I -———————— ———————— ——— ONE STORY: X 12"WITH(2)#4 r-———— —————————— L J TWO-STORY: X 16"WITH(3)#4 THREE-STORY:X 20"WITH(3)#5 L———---—————— 4 4" 1 11777 1 4" r3 P3/ Lu 7"%SECTION 0 f-7 .01 _j co CD co co co r7 r7 C14 S1.01 S1.01 \"�1-0 v < 00 2 co 3. (g 4) 'L(9 i6 E; CL 16 L—————————————— ———————J —————————————————————— ————— ——— ——————— ———— 8"THICKENED EDGE WITH(1)#4 c) < a 7 12"#5 REINFORCEMENT BARS 6 MIL VA POR BARRIER OR EQUIVALENT �x J 8 AT 48"O.C. MAX TERPROOFING BETWEEN COMPACTED EXISTING FOUNDATION SUBBASE AND FOOTING/SLAB ONE STORY: X 12"WITH(2)#4 TWO-STORY: X 16"WITH(3)#4 THREE-STORY:X 20"WITH (3)#5 Ti , 4_4 < f�p;%SECTION SEE PLANS FOR CURB HEIGHT X/2 z T 0 1 N C) U— cl) ONE S ORY: X 12"WITH(2)#4 X TWO-STORY: X 16"WITH (3)#4 THREE-STORY:X=20"WITH(3)#5 6 MIL VAPOR BARRIER 00 CN ci C'4 U) m 0)P_ ui< 0_0 ca tu '0'0 ILL LL (D LO SEE PLANS FOR CURB HEIGHT 0 c'j c\1 04 cl) (D OV 'a :3 U- X (D 00 in c" 8� cl) a) C3 c) > S1.01 6 MIL VAPOR BARRIER OR C) (D '0 cl 8" 8' EQUIVALENT WATERPROOFING 041 4" -7 BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB N F ———————— ————— —————— ——— —————————- EN. 2 TYP POST FO&INGS STA-(E .... .........4 4-———————————--- -——————————— 7" % 26'-2" 12'-0" 100-01, GEOFFREY P.E.59328 t =TICE Copy 7" Of W.. 33'-2" ---------- Sheet No. f`�FOUNDATION PLAN 8"x8"THICKENED EDGE WITH s 1 , 01 (1)#4 CONTINUOUS 18"x18"x12"DEEP FOOTING WITH(2)#5 BARS EACH WAY Frin 7�-:7 S"01 7rl"' OF 7 EL a- 0 < �§3.01 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. STUD MATERIAL: 2x No.2 SPF, UNO. 9 !�R HEADERS: L6 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X L: F_ a) W -0 z 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO LD E z W MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE a. U) z 0 W > THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. -0 q 0 0 LU -3 w U. Of 0 0 Of /4 HEADER NOTATION IS: co W LU NS3.01) Lu :) co (3)2xl 2 4:2 NUMBER OF PLIES IN HEADER . . . (2)2x6 1:1 -�01 NUMBER OF KING STUDS .-),2x6,2:1 C6 rlL 9 9 Lu NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER z 0 SHEAR WALLS: �5 > w Z Cli ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. 2 (3)2xl 2 4:2 NS3.01) S3.01 SW -#/S# SHEARWALL LOCATION _j SEE DETAILS FOR FASTENERS (2)2x6 1:1 (2)2x6 1:1 L) L SHEET NUMBER I.- or) w li"N cf) w CN DETAIL NUMBER < 04 --------- SHEAR WALL DESIGNATION z W UL 2x8 1:1 IF' I Z" I < A BM1 -BEAM PORCH/GLULAM BEAM C) W BY TRUSS cr W < r2 MANF. INTERIOR BEARING WALL Z W Mw A -Vol w BM2-BEAM (2)2x8 TYP REAR BALLOON FRAME PORCH BEAMS. A U) < Y^2 BY TRUSS W 0- z STAIR WALL. ANN 1-STORY THREADED ROD MANF. z W C) �_o 1 A 2-STORY THREADED ROD 0 is BM3-BEAM FNI BY TRUSS MANF. z INDICATES GLAZING CLASSIFIED AS END ZONE. 4 ALL OTHER GLAZING LOCATED ON EXTERIOR OF < (2)2X8 2:1 S3.01 STRUCTURE WILL BE CLASSIFIED AS INTERIOR w ZONE. SEE"COMPONENT AND CLADDING DESIGN U) PRESSURES,"ON COVER SHEET. ----------- (2)2xlO TYP ALL PORCH BEAMS. GABLE BRACING LOCATION. 7S3.02 ------ 1 0 �T- ------------ ---------------- --------------------------- 9 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF 0 00 20 0 a) 2 ---------------- -------------- STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO a STUD GROUP WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS S3.01 WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH(2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 1 Od NAILS IN ALL HOLES. FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING EXISTING HEADER WITH 10d NAILS AT 3"O.C. TO REMAIN. SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB O.C. IN FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12 FIELD. F V-O2 z ------------------------------------ ------------------------- LL LL REPLACE EXISTING 00 N WINDOW WITH NEW cj En r8kl� C mc.0 WINDOW AT EXISTING �S3.02,1' EXISTING HEADER OPENING. w< TO REMAIN. I:: (L 0 ca CO) 0 .29 LL LL LO CN CN co UL r_ co cu (2)2X6 1:1 x ok (2)2X6 1:1 J� lal < 2)2X8 2:1 LO -2 m 5; CR C _7 C) 0 2X8 2.1 < O 'k c) .0 c%j C4 C) (a C) cl) 0) B �S3.01 FTYP F TYPPORCH (2)2x 10 TYP ALL P p OSTS PORCH BEAMS. EN OST to S A- 04 Y . P.� OFFICE COPY Sheet No. S2 , 01 3 OF 7 CL co KNEE WALL TRUSS -------------------- 9 Lh ------------------ z -—-—-—-—-—-—-—-—-—-—-—- E 0 Z w a. u) > 0 0 LL, LL r — —-— —-—-— — —-—-—-—- cl Of (j) W W W Z a co 3: (n 0 -—-—-—-—-—-—-—-—-—-— —- -—-—-—-—-—-—-—-—-—-—-—- r--------------- ---------- 9 9 w co z 0 w cli -------------------- ROOF TRUSS BY TRUSS Z--Z —-—-—- MANUFACTURER -—-—-—-—-—-—-—-—-—-—-- - --—-—-—-—-—-—-—-—-—-—-—- ce) c1r) U) -—-—-—-—-—- 04 04 ce) 1E z w LL KNEE WALL TRUSS EE WALL TRUSS KN C) LLJ FLOOR BEAMS BY TRUSS W Z F MANUFACTURER KNEE WALL TRUSS KNEE WALLtRUSS 0 Of < -—-—-—-—-- w 12- z FLOOR BEAMS BY TRUSS >- W c') k MANUFACTURE F- 0 z L ----------- ----------------- ------------------- cli 2 OL ---------- SLEEPER VALLEY TRUSS BY TRUSS MANUFACTURER ' z w <L > w n SLEEPER VAI Y TRUSS BY TRUSS MANUFACTURER I------ ---------- LL 00 04 C-4 LO VALLEY TRUSS cl)(D 0)r- BY TRUSS In c\l =2 MANUFACTURER w< w ca 00 0 LL U- Lf) ca 0 ......... ............ .................. (D C) C'i C-4 CM -Ne ce) :3 LL < U) a) c) > co 0 OfLc) 0 w C) P6 ko \Aft Ott % u u % 8 7'n - ROOF TRUSS BY TRUSS G P. 64 a MANUFACTURER :%FIR OFFICE COPY . C ST LEVEL TRUSS PLAN 1/4"= 1 1-01, NOTES: Sheet No. 1. TRUSSES BY OTHERS.SEE TRUSS NOTES ON COVER SHEET FOR SPECIFICATIONS. 2. LAYOUT SHOWN IS SUGGESTED.THE TRUSS MANUFACTURER MAY ADJUST LAYOUT AS NECESSARY. S2 , 02 3. ROOF PLANES SHOWN ABOVE ARE FOR REFERENCE ONLY. ZZ < SEE ARCHITECTURAL ROOF PLAN FOR TRUSS DESIGN. 4 OF 7