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Selva Marina Drive 1633 (2) . I i - 3 I 150.00' EXIST. 1 ' VVIDE MASONRY FENCE INDEX OF DRAW' INGS I I I I Al INDEX / SITE PLAN , LEGAL DESCRIPTION: ACANIF11US LOT 5, BLOCK 6, IN SELVA MARINA UNIT NO. �. ARCHITECTS • 52 AS RECORDED IN PLAT BOOK; 30, PAGES EXISTING SHED EXISTINGAZIST FLOORPLAN / DEMOLITION 29 AND 2 9 A OF THE CURRENT PUBLIC I ACANTHUS ARCHITECTS,INC. RECORDS OF DUVAL COUNTY, FLORIDA. 2738 RIVERWOOD LANE A3EXISTING2NDfLOOR PDEMOLITION JACKSONVILLE,FLORIDA pone 904)396-3727 krtitter@bellsouth,net -X______ --------X--------X---- A4 - NEW FIRST FLOOR PLAN AA-0003491 DEMOLISH EXISTING _- ��-----` PATIO, POOL, AND DECK , ;f.f- --- __- A5 NEW SECOND FLOOR h REMOVE EXISTING POOL , FENCE AllI 1 , AG ELEVATIONS , , , I , A7 ELEVATIONS ----------------------------------- I 45'-4" 34)-51) 'I 7'-2 �, 377-521 i A8 FOUNDATION PLAN Ige , y -----x I I I I A9 FRAMING NOTES x- - A10 FRAMING PLAN �- I AMIL 10 -4" 10'-8" 1C:--6" SECTIONS W � -'f I I I-j�I I I I I I I I I I I - '�/' �- I N I I I I 1 1 1 1 1 1 1 1 1 1 1 1 �0 O �� Y � C) I CD rq Q J CD 0 — Co O "' o�a 6 00 OOINI I LJ IN ¢ oVJ4 T W I N I I T APPROVED W FLAGCITY Or A,(.rt,'{j IC 3EACH 9UIl DING OFFICE (� fy 25 -8 JUN 11 2003 I I r I I I I I n ` --I ---LI I _ ------ Ln --- Cr I 1 __I_ __I_ � 5777 of Atlantic beach -- - --- --- EXIST. C NCRETE WALK Planning and Zonin Department g P (� This approval verifies compliance with a 2n$jn pP►►cabll� g, subdivision and other local land ' �� ' " " adevelgpment regulations, but does not constitute 42 —1 22 —4 18 —3 13 —7 13 —S � ppraval for the Issuance of permits. Compliance wIt h Florida Building Code and all other applicable local, State and Federal permitting req-'pplicabl must be verI d by s' ature of the Cit ;M nents j 3'—11 " � Beach Building Offir i prior to the ' suanc.l antra — _ _ — _ — _ — — — — — — - — - — — --� Building Permit, Approved 8Ynit: u i LL] pmen,EXISTING RESIDI Date: �s ev loUSITE PIAN ENCE 0 /Clf I U LnI z Ln o Cn 1 = JUN 0 3 2003 - N : c : 4; EXISTING SITE PLAN ' 1' 2D —0 tV SCALE: 1 " = 10'-0" o BY; . •,.� ISSUE DATE: MARCH 17,2003 — — 1 50.00' — — — — — REVISIONS: N11 °56T30'W — SELVA MARINA DRIVE Al (IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) l� 33 �5E� YJ— k . 34,-52„ // /f 7,_1 „ \ 38'�\y4„ 00 1-- - - - - - - - _ - -- - - - - - - - - - - - - - - - - - - - - II I I II I \ \ ACANT'HUS I \ ARCHITECTS ■ I I I ACANTHUS ARCHITECTS,INC. 2738 RIVERWOOD LANE JACKSONVILLE,FLORIDA REMOVE E X I T. WINDOWS � -� r- / phone(904)396-3727 AND DOORS SHOWNI I - _ _ krutter@bel lsouth.net DASHED TY it I / " r �� = f AA-0003491 I NOTES: 1 . THIS PLAN DEPICTS EXISTING CONSTRUCTION .� I \� I AND DEMOLITION ONLY (SHOWN DASHED) - NO 1 I o i FAMILY I I NEW CONSTRUCTION SHOWN HERE l I N II I 2. PROVIDE TEMPORARY SHORING WALLS ON �� I 4 EACH SIDE OF OPENING BEING ENLARGED BEFORE,- I "' L ( �I REMOVING WALL MATERIAL FOR INSTALLATION JQF I NEW HEADER 3. ALL DIMENSIONS MUST BE FIELD VER-LFI"ED r f 11 '-83/4 3'-0" - - - — — — — �� I _ _ - - - - - 2'—0�4 I 00 I I i 4'—0" 8'—4)/2 I - - - TIN - - ' — �I �/ - - - L — — — — — — -{ 11 � - - - - - - J I W APPROX. 2307 GSF r ENCLOSED LIVING I I 0CN AREA FIRST FL-OOR - — — — — .__._ _J � KITCHEN r `o I = O DINING � Q � — — — 0 LIVING Q m W N 2,—23/ „ 2 0 5,—5,. 7 2 0 POWDER APPROX, 650 GSF 4 /A\\ �� CLOSET E71 GARAGE > 0 o f REMOVE EXIST. STAIR, WIINDOWS, DOORS, -�n-r - 7 - CABINETS, AND WALLS o L � L - - I I I III I / SHOWN DASHED GARAGE ¢ �� I �I�lul I , ,1 1 _ II z - L FOYER - I I I ol I � 3'-103/4I' I I I L - - - I - - - 2'-j 5 I I STUDY REMOVE PORTION _ I I OF EXIST. CONC. WALK n EXISTING IST FLOOR REMOVE PORTION of / DEMOLITION EXTERIOR EXIST. WALL — PLAN PROVIDE TEMPORARY - - - - - - - - - - - - L_ - - - - - p - - —I- - - -I- - - -I- - - -I- - - —I- - - -I- - - -I- - - SUPPORT PRIOR TO j I I I I I I PLACING NEW COLUMNS I I I N - - -I- - - -- I -I- - - -I- - - -I- - -- -I- - - -I- AND HEADERS • I REMOVE OF EXIST. ^ - -I-" - - -I- - - -I- - - -I- - I- - - -I- - - -I- L_ - J - CONC. AND BRICK PORCH `�'•'' �.� •' `' I I I I I I I _�• `� N - - - - - - - - - - - - - - 1051_19,�4-5 x:' � i i 1 26'-2)T 18'-3Y „ 37,-0„ 4 ` 11 lz 11 k 7r ISSUE DATE: MARCH 17,1003 REVISIONS: 0 2' 4' 8' (D EXISTING FIRST FLOOR PLAN DEMO PLAN SCALE: 1 /4" = 1 '—D" � (IF SHEET IS LESS THAN 24%36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) I I AGANTHTJS ARCHITECTS w I ACANTHUS ARCHITECTS,INC. 2738 RIVERWOOD LANE JACKSONVILLE,FLORIDA P �904 hone 396-3727 � knitter@bellsouth.net I AA-0003491 I MEMIF OE I I I I I I I I I I I I I I I I I I I I I I I � I I I I - - - - - _. - - - - - _ _ - - - - - - - BEDROOM �� BEDROOM i BATH � W _ LAUNDRY �\ LL— O W � U FIT f CD II III / = -< :_-�> W �� II Iill iLLJ �� II (J-) (J� BEDROOM CLOSETI I I I II >< I — — BEDROOM I I r - - — — J BATH 0EXISTING SECOND 0 FLOOR PLAN / DEMOLITION 0 2' 4' 8'O EXISTING SECOND FLOOR PLAN DEMO PLAN '�•. , SCALE: 1 /4" = l '—O" n ISSUE DATE: MARCH 17,2003 REVISIONS: (IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A 3 m 21-3 11 6'-8Y2 6,-0" 3,-0" 61-02) 3,_0„ 6'--0" 6,_6>, 4o 01 40 Xe CD ® ACANTHUS (3) PELLA CM2371 (3) PELLA CM2 71 (3) PELLA CM2371 N �. ARCHIF ECTS 0CASEMENTS CASEMENTS CASEMENTS 3 NOTES: ACANTHUS ARCHITECTS,INC. INFILL EXIST. DOOR r 1 . FIELD VERIFY ALL DIMENSIONS SHOWN 2738 RIVERWOOD LANE OPENING W WOOD _ I A11 / PELLA 7281 Q 2. COORD. ALL FINISHES WITH OWNER JACKSONVILLE,FLORIDA STUDS BELOW NEW INSWING i 3. COORD. ALL NEW WINDOW TRIMS, COLUMN TRIMS, phone(904)39G-3727 WINDOW AND NEW (ACTIVE-INACTIVE) NE PORCH F.F. INTERIOR AND EXTERIOR TRIMS AND MOLDINGS, NEW SIDING honer(904)396-37 et WALL FINISHES EL. 0'-10' TYF . 2 STYLE, D(OOR STYLES, AND ALL FINISHES, AND ANYTHING A� REQUIRED) TO COMPLETE CONSTRUCTION WITH OWNER / AA-0003491 ARCHITECT 4. NOTIFY ARCHITECT AND OWNER OF ALL UNFORSEEN NEW GRADE / COURTYARD AND/OR CONFLICTING CONDITIONS WITH EXISTING EL. -1 '-4" (AT PORCH PERIMETER) CONSTRUCTION AND NEW CONSTRUCTION AS SHOWN FAMILY 2 (3) PELLA CM2371 01(] As (2) PELLA CM2 165 A11 CASEMENT �, CASEMENTS (JOIN) 3/1 534 6'-6y2" 10'-4"co 10'-7 4'-0" 8'-0" 4'-O" � 3'-0 � Li - L1J _ I L _� L ..L � INFILL EXIST. DOOR OPENING I �1 E�V I�hOCH F�.E1 I I I I W WOOD STUDS MATCH „ NEW LANDING F.F. I I I L. I -F' 71 � 1 1 1 1 1 1 EXIST. WALL FINISHES C 1 PELLA 3 71 4'-1 2 EL. -0'-4” EQ EQ I I I O I I 7 _8 I S I I I V I I I I CASEMENT - PEL 368 EXIST. F.F. "' `° 1 II 1 1 1 -- 1 � EW UANDIfNGI F.IF. I I C° EL. -0'-6" �i OUT G ji ) PELLA PCOD I I �i I EL. 1 -0'44"I I I I I o � I I I -I I I I I I I I I I I x co Rg CM2165 - - - - w0 PROVIDE NEW STEPS ( ) 1 PELLA 2 PELLA O r rc W CM2341 WH '-3" 3'-4" 4'-0" 2'--102" CM3565 PELLA 6081 N INSWING (ACTIVE-INACTIVE) KITCHEN NEW KITCHEN -�- EXIST. FIN FLR EL. 0'--0" MILLWORK COORD. CD � �`--- WITH OWNER TYP. — O DINING 5'_7)/4„ 4'-0" W Q = C-) O C) = PELLA CM2341 F7 O PELLA CM3541 2 6X6EW '8 LIVING m W � W 3,_0„ POWDER T T J %- 0 0 W INFILL EXIST. DOOR OPENING EQ, 21- - -2'-0 ' EQ. 2'-8" I I I o o � F-- W/ WOOD STUDS MATCH Q I I �� Q (- EXIST. WALL FINISHES 1 ' 6" NEW WOOD STAIR AND C� � EQ. - EQ. 2 TREADS I 0' HANDRAIL 8 -0 8'_0" 2'--1134 TOTAL o0 GARAGE RISERS=14 �n o r I Q Lij INFILL EXIST. DOOR c0 OPENING W/ WOOD FOYER n ENLARGED EXIST. STUDS MATCH EXIST. ¢ NEW COLUMNS ON EXISTING WALL FINISHES NEW LIGHT OPENINGS CONC. FOUNDATION EXISTING STUDY _ & SWITCH 4'-0,� NEW APPLIQUED WOOD HEADER TO REMAIN Qn ADD TO co TRIM TO FORM -I- ---I- -I- --I- -I- -I- -I- II I I I I 34 EXIST. CIR. DECORATIVE COLUMNS I I 3�=10 NEW FIRST FLOOR - - -1- - - -1- - - -1_ ---- --- -1- - - -1- - - -1- --- - -1- - - ,_ ,_ „ PLAN .- I I I I I I I L - - - - - - - _-._ - - 1 0 1 - - -I -I- - - -I- - - -I- - - -I- - - -I - - -I- - NEW APPLIQUED t I I I I I I I WOOD TRIM TO FORM I o 1 NEW ENTRY PORCH - NEW "" - - DECORATIVE _r I COLUMNS ON NEW MASONRY ��......-' :� 1- - - -1- - - -1- _ _ _I - 1- - - -I- - - -1_ - I ✓ _ _ _I_ _ _ _I_ I I I I I COLUMNS 2,=0,„- - -� - - - - /CONC. FOUNDATION '•. . , NEW ENTRY DOOR & 6'-6 20 SUPPORTING NEW ROOF - - - -- -- - - - - - -- ------ -- ---r- - - - - - - - - - --- --. - 1 -6 NEW BRICK PAVERS ON STEPS �, , � .K - - SIDELIGHTS AS AND LANDING ° ,. •!„ . SELECTED BY OWNER t%A.1%'1,;�, W. -- - I- -- -I- - -- I - -I- - - -I- I - 1 I I I I I I �� ....•••' , 1 A6 ISSUE DATE: MARCH 11,2003 A11 REVISIONS; 0 2' 4' 8' FISCALE: 1 /4”RST FLOOR PLAN 1/411 = 1'-0„ = 1 '-0" » A 4 (IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) NOTES: AGANTH'LTS 41 2 1 . FIELD VERIFY ALL DIMENSIONS SHOWN � ARCMTECTS ■ A 2. COORD. ALL FINISHES WITH OWNER ACANTHUS ARCHITECTS,INC. 3. COORD. ALL NEW WINDOW TRIMS, COLUNdN TRIMS, 2738 RIVERWOOD LANE, INTERIOR AND EXTERIOR TRIMS AND MOLDINGS, NEW SIDING JACKSONVILLE,FLORIDA STYLE, DOOR STYLES, AND ALL FINISHES, AND ANYTHING phone(904)396-3727 REQUIRED TO COMPLETE CONSTRUCTION WITH OWNER / ARCHITECT krutter@bellsouth.net 4. NOTIFY ARCHITECT AND OWNER OF ALL UNFORSEEN AA--0003491 AND/OR CONFLICTING CONDITIONS WITH EXIISTING CONSTRUCTION AND NEW CONSTRUCTION AS SHOWN 2 AE 2 A-10 SNOW ® NOTE: ALL HATCHED WALLS BEDROOM OL BEDROOM ARE NEW WALLS — 2X4 WOOD STUDS BATH > MODIFIED WALLS — MATCH EXIST, WALL 2X4 WOOD STUDS FINISHES —COORD. MODIFIED EXIST, MATCH EXIST. WALL WITH DEMO PLAN WASHER DRYER FINISHES —COORD. VERIFY ALL Cl---' N HOOK--UP / WITH DEMO PLAN DIMENSIONS SHOWN 0 N VENT FOR NEW r (WALLS IN FIELD �. FLA,�J DRY W/D .SIDE BY c,4 RELOCATE EXIST. Q SIDE DOORS INTO NEW NEW PR DR N O 4'4X6'8 0PEN'G IZA W Q —1 N/ NEW WOOD 1 W A� W W O NEW BDL { 0 D DRAIL 42" HT, 6' EXIST. WOOD FLOOR U-) C/-) IN HALL COORD. WITH N NEW STAIR BEDROOM CLOSET CD Q NEW WOOD STAIR AND HANDRAIL INFILL EXIST. DOOR Y OPENING W/ WOOD BEDROOM 2X4 STUDS MATCH NEW / MOD. WALLS EXIST. WALL FINISHES — 2X4 WOOD STUDS —COORD. WITH DEMO BATH MATCH EXIST. WALL PLAN 5'-114FINISHES —COORD. " ' 0" ¢ WITH DEMO PLAN I L0 NEW SECOND 4 FLOOR PLAN N 47 to •� •' A( •� A6 ,t. A-10 ISSUE DATE: MARCH 11,2003 0 2' 4' W REVISIONS: DSE,COND FLOOR PLAN SCALE: 1 /4" = 1 '-0" I (IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A 5 2 NEW WOOD VERT. A_11 NEW ROOF AREAS W/ SIDING AND FLASHING ARCH. SHINGLES AS AT ROOF ACANTHUS SELECTED 2ND FLR CEILING ARCHITECTS ■ ACANTHUS ARCHITECTS,INC. NEW CAST STONE 2738 RIVERWOOD LANE Fffl - JACKSONVILLE,FLORIDA NEW WOOD VERT. FACING ON EXIST. hone 904 396-3727 Li I SIDING (ON EXIST. FIREPLACE krutter@bellsouth.net WALL) NEW WOOD IX TRIM AA-0003491 7z 2ND FLR NEW BOXED OUT RAKE - EXTEND 6" FROM FACE OF WALL NEW 1X WOOD TRIM BOARDS a 1ST FLR FAMILY ROOM FLR 0 NEW WOOD LAP SIDING NEW WOOD WINDOW TRIM TO NEW WOOD 6X6 COLUMNS NEW WOOD 6X6 COLUMNS AND WINDOWS MATCH EXIST. AND TRELLIS NEW PATIO W/ PAVERS REAR EAST ELEVATION 2 1�4„ - 1'-0., LLl LL � C`J EXIST. WOOD LAP a W SIDING AND — 41 1 WINDOWS a Q � ELLIPTICAL 2 CURVED SOFFIT 2ND FLR CEILING C) lidQ C-0 --D 2ND FLR _ 0 � EXIST. WOOD VERT. SIDING AND ELEVATIONS WINDOW 1 ST FLR . ._ n�, NEW COVERED MODIFIED WALLS NEW WOOD 6X6 COLUMNS NEW WOOD 6X6 ea. Y` a AND OPENING TRIM ENTRY PORCH �� 7 ' 0 (MATCH NEW NEW BRICK STEPS AND SIDING TO NEW WOOD LAP SIDING LANDING EXIST.)AND ROOF AND WINDOWS MATCH o z' 4' a' SILL TO EXIST. SILL HT. FRONT WEST ELEVATION SCALE: 1 /4" = V-0" ISSUE DATE: MARCH 11,2003 REVISIONS: (IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A 6 NEW 2—STEP WOOD RAKE TRIM W/ MTL. DRIP NEW 2—STEP WOOD SMOOTH WOOD 3 TRIM TO MATCH RAKE AGANTH- JS FASCIA �_1� NEW WOOD VERT. ARCHITECTS • SIDING (ON EXIST. ACANTHUS ARCHITECTS,INC. WALL) 2738 RIVERWOOD LANE NEW WOOD LAP SIDING JACKSONVILLE,FLORIDA AND WINDOWS phone(904)396-3727 krutter@bellsouth.net NEW WOOD WINDOW TRIM TO AA-0003491 MATCH EXIST. NEW WOOD 6X6 COLUMNS G)STH PARTIALELEVATION 3DENLARGED ELEVATION 1 1/2" - 1'-0" L.LJ C'J C� N EXISTING RESIDENCE 0 O W LL O � Q C0 NEW 2—STEP WOOD �— RAKE TRIM W/ MTL. El DRIP SMOOTH WOOD NEW 2—STEP WOOD FASCIA TRIM TO MATCH RAKE NEW WOOD VERT. SIDING (ON EXIST. WALL) 11 11 A 11 Fil 1111 TTT 11 NEW WOOD LAP SIDING ELEVATIONS AND WINDOWS NEW WOOD WINDOW TRIM TO MATCH EXIST. ,. NEW WOOD 6X6 COLUMNS +�.p�.. .+• o� NEW WOOD 6X6 COLUMNS NEW PATIO W/ PAVERS AND TRELLIS 0 2' 4' NEW COVERED , ENTRY PORCH ,.... SOUTH ELEVATION 1 „ „ 1/4" = 1 -o SCALE: 1 /4 � 1 --0 ISSUE DATE: MARCH 17,2003 REVISIONS: (IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A7 NOTES: 1 . MINIMUM SOIL BEARING CAPACITY ASSUMED 2000 PSF 2. ALL NEW FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL OR PROPER FILL FREE OF DEBRIS AND ORGANIC MATERIAL COMPACTED TO 95% PORCH: 12"X 24" MODIFIED PROCTOR TRUNED DOWN EDGE 3. MIN. CONC. SLAB AND (FOOTING STRENGTH 2000 PSI AT 28 DAYS W/ (3) #5 REBAR 4. MIN. COVERAGE OF STEEL REINF. 3" WHERE IN CONTACT WITH EARTH CONT. AT BOTTOM 5. COORD. ALL EMBED ITEMS SUCH AS COLUMN BASE CONNECTORS, WALL ° SHEAR AND UPLIFT CONNECTORS, SILL ANCHOR BOLTS, ETC. ACANTHUS a v d e® — — — — -- - — — — — -- - — --- — — — 6. COORDINATE ALL SLAB ELEVATIONS WITH FLOOR AND PORCH FINISHES ARCHITECTS ■ Q FOR FINAL ELEVATIONS AS SHOWN ON PLANS 3 ACANTHUS ARCHITECTS,INC. ° A11 2738 RIVERWOOD LANE v I e e JACKSONVILLE,FLORIDA 4 d' NEW PORCH AND ADDITION SLAB: ON phone(904)396-3727 I ° ° d ° GRADE — 4"THICK REINF. CONC. krutter@bellsouth.net 6X6 10/10 WWM ON VAPOR BARRIER 4a �, WITH TURNED DOWN EDGES WHERE AA-0003491 EXIST. FOUNDATION I SHOWN — COORD. SLAB ELEVATIONS SLAB ON GRADE I 4 ° d ® WITH FINISH MATERIALS AS SELECTED °�° BY OWNER — SEE SECTIONS AND I PLANS FAMILY I � °° 4; PORCH: 12"X 24" I 4 2 TRUNED DOWN EDGE ° 4 °' q A11 W/ (3) #5 REBAR ° ADDITION: 1 .2"X 2'-8" CONT. AT BOTTOM v. u 16 TRUNED DOWN EDGE W/ I °• (4) #5 REBAR CONT. AT I d ° BOTTOM Iqa ® v• d d a d d v ° .� ra q a•. d' ® 4 Oe 4 • d '. 4 ® V .. d 4 v ° v an d a ° e' p v 4 { v a v. d a I Q 9 d 4 a d v• � C � � a.I. ° ° 4 s v e . 044 v Q I .Q. v c I• d. v d Q v. v q 4' v _ I — — — — — — — — — — — — — — — — - - — — — ---- — — — — — — -- - - — — — — — -- - - — — — — — — — — — — — — — — — .— - - — — � I REINF. CONC. I I I LANDING ON TOP I I I I L� REINF. CONC. OF NEW SLAB I I 1 I LANDING ON TOP I N I I OF NEW SLAB EXIST. FOUNDATION I SEE FLOOR PLAN I SYSTEM WITH OFF I EXIST. FOUNDATION COORD. FINISHED EXIST. FOUNDATION GRADE FLOOR IIT HEN STEM WALL AND ELEVATIONS SLAB ON GRADE FRAMING I I FOOTING DINING I I C) I C) LIVING d m W Li Li POWDER W NEW FOOTING — REMOVE A — — — — — — — — — — — — I CLOSET (EXIST. FOUNDATION PORTION OF EXIST. SLAB I I I I I 'SYSTEM WITH OFF Q AND PROVIDE 12"X 24" I _ — _. — — _ — _ — - i iGRADE FLOOR Q01�-- TRUNED DOWN EDGE W/ (3) I I I I I I I IFRAMING #5 REBAR CONT. AT BOTTOM r'o - - -1 - - -- - - - - - -- - - - - - - - - - - - - - - I 1144 d . .a. J I I I I GARAGE i 4 I I I I I I I I I I I I FOYER I I - - I d I I I { I I I I STUDY I I I I I { I I I I I I I I i I I I I I FOUNDATION I I I I I I IL- -- - - - - - - - - - - - - ---- - - - - - - - - - - - _ _ - - - PLAN L - - - - - - - - - - - - - - - - - °- - - -° ° I o q d I v NEW PORCH SLAB: ON GRADE — 4"THICK ° REINF. CONC. 6X6 10/10 WWM ON VAPOR e •.-- ° BARRIER & ON TOP OF CMU STEM WALL AND STEM WALL: BRICK TO FORM LANDING & STEPS — SEE ' •'• �, • . '�� ', 12X8X16 CMU FILLED W/ CONC. — SECTION — COORD. WITH OWNER SELECTED PAVERS CLAD W/ BRICK (TO FORM 24" WIDE x •r -. - ' WALL) W/ HJR 16" VERT. (MIN. 1 12"X 2'-0" TRUNED DOWN 0 COURSE) & BRICK TIES 16" EA. WAY EDGE W/ (3) #5 REBAR b •••''••�'� ' y' . FILL ALL CELLS AND CAVITY — 1 #5 CONT. AT BOTTOM VERT. 16" Q.C. HORZ. HOOK OVER SLAB AND UNDER FOOTING 4" &A1 ISSUE DATE: • MARCH 17,2003 REVISIONS: 0 2' 4' 8' FOUNDATION PLAN SCALE: 1 /4)) = 1 '--0" (IF SHEET IS LESS THAN 24"06" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A 8 a DESIGN LOADS: ROOF - 20 PSF LIVE LOAD, 20 PSF DEAD LOAD STRUCTURAL NOTES: FLOOR - SLEEPING AREA - 30 PSF, ALL OTHERS 40 PSF 1 . CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS DEAD LOAD 20 PSF INCLUDING DIMENSIONS PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT OF ANY CONFLICTS WITH DESIGN 2. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY WIND LOADS: SUPPORT PRIOR TO DEMOLITION OF ANY LOAD BEARING 1 . DESIGN WIND SPEED 120 MPH, DESIGN BASED ON FBC 2001 ELEMENTS AND INSTALLATION OF NEW LOAD BEARING AND WFCw1 1995 SBC HIGH WIND EDITION FOR 1 & 2 FAMILY ELEMENTS3. SOIL IS ASSUMED TO BE OF ADEQUATE MINIMUM BEARING DWELLINGS 2. WIND (IMPORTANCE FACTOR 1 .00 CAPACITY 2000 PSF, NOTIFY ARCHITECT OF ANY 3. EXPOSURE CATEGORY "B" IRREGULARITIES IN SOIL 4. OPENING PROTECTION FOR GLAZED OPENINGS: 7/16" ACIA..NT11-IUS PRE-CUT STRUCTURAL WOOD PANELS FOR EACH NEW OR A'C2CHITECTS ■ REPLACED WINDOW OPENING WITH ATTACHMENT AS REQ'D BY F B C 16 0 6.,1 .4 NAILING SCHEDULE ACANTHUS ARCHITECTS,INC. JOINT DESCRIPTION NO. 0>F NAILS NAIL SPACING 2738 RIVERWOOD LANE ROOF FRAMING JACKSONVILLE,FLORIDA WIND PRESSURES RAFTER TO TOP PLATE TOE-NAILED 3-8d c PER RAFTER RAFTERS AT 16" O.C. phone(904)396-3727 CEILING JOIST TO TOP PLATE 3.3A PER JOIST 3-8d c PER JOIST (JOISTS AT 16" O.C.) krutter@bellsouth,net MAIN FORCE RESISTING SYSTEM HORIZONTAL LOADS CEIL. JOIST TO PARALLEL RAFTER 5-1 6)d EACH LAP AA-0003491 WIND VELOCITY CEIL. JOIST LAPS OVER PARTITIONS 5-16)d EACH LAP 120 MPH END ZONE INTERIOR ZONE LOAD DIRECTION ROOF ANGLE WALL FRAMING WALL ROOF WALL ROOF TOP PLATE TO TOP PLATE FACE NAILED 2-16 d al PER FOOT TRANSVERSE 6° 23.4 -11 .7 15.5 -6.8 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 &d JOINTS EACH SIDE 33° 25.7 17.6 20.4 14 STUD TO STUD (FACE-NAILED) 2-16id 24" O.C. LONGITUDINAL ALL ANGLES 22.8 -11 .9 15.1 1 -7.0 HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16(d PER 2X4 STUD VERTICAL LOADS 3-16(d PER 2X6 STUD BOTTOM PLATE TO FLOOR JOIST BANDJOIST 2-16dd a b PER FOOT END ZONE INTERIOR ZONE ENDJOIST OR BLOCKING FACE-NAILED ROOF ROOF FLOOR FRAMING WWARD LEEWARD WWARD LEEWARD JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4-8d PER JOIST TRANSVERSE 6° -27.4 -15.83 -19.1 --12.3 BRIDGING BLOCKING TO JOIST TOE-NAILED 2-8d EACH END 33° 9.9 -15.6 8.6 -13.4 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK LONGITUDINAL ALL ANGLES -27.4 -15.6 -19.1 -12.1 LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST COMPONENTS & CLADDING BAND JOIST TO JOIST END-NAILED 3-16dl PER JOIST WIND VELOCITY ZONE EFF. SF ROOF ANGLE POS NEG BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d a PER FOOT 120 MPH 1 10 >0° TO 10° 10.5 -25.9 ROOF 20 10.0 -25.2 ROOF SHEATHING 50 10.0 -24.4 7Z16" STRUCTURAL PANELS OSB 8d 6" EDGE 6" FIELD --_ N 100 10.0 -23. 7 4" GABLE ENDWALL RAKE t N 2 10 10.5 -43.5 CEILING SHEATHING 20 10.0 -38.8 112" GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD Q L� 50 10.0 -32. 7 W 100 10.0 -28.1 ALL SHEATHING 3 10 10.5 -65.4 7/16" STRUCTURAL PANELS OSB 8d 6" EDGE 12" FIELD W A 20 10.0 -54.2 l 2" GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD g 50 10.0 -39.3 O 100 10.0 -28.1 FLOOR SHEATHING = W WALL 4 10 25.9 -28. 1 3/4" STRUCTURAL PANELS PLYWOOD 8d 6" EDGE 12" FIELD W _75; 20 24.7 -26.9 (a) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED AT 6" O.C. AT THE PANEL EDGE. IF W 50 23.2 -24.5 WALL SHEATHING IS NAILED AT 3" O.C. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR F - 100 22.0 -24.2 STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE �7 5 10 25.9 -34.7 USED TO MAINTAIN THE LOAD PATH. r� 20 24.7 -32.4 (b) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS sC-0 1--- --- Q 50 23.2 -29.3 SHALL BE PERMITTED TO BE REDUCED TO 1 -16D NAIL PER FOOT. 100 22.0 -26.9 (c) TO AVOID SPLITTTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE SILL OR BOTTOM PLATE TO FOUNDATION REQUIREMENTS: SILL PLATE TO FOUNDATION UPLIFT - 190 plf, SHEAR - 402 pllf WALL BOTTOM PLATE TO FOUNDATION UPLIFT-190 plf, LATERAL--254 plf, SHEAR - 421 plf UPLIFT STRAP CONNECTION REQUIREMENTS: FRAMING 1 -1 /4" X20 GAGE STRAP 4-8D COMMON NAILS IN EACH NOTES SILL PLATE TO FOUNDATION 1 /2" ANCHOR BOLTS MAX. SPACING 36" SLAB ON GRADE SHEAR WALL SEGMENT HOLDDOWN CAPACITY - 8' WALL PANEL IEDGE NAILING 6" O.C. 3375(lbs) FRAMING NOTES: 1 . ALL LUMBER SOUTHERN YELLOW PINE #2, #1 FOR ALL HEADERS 2. ALL STRUCTURAL QUALITY STEEL CONNECTORS SHALL BE HOT DIP GALVANIZED, AS WELLS AS ALL NAILS, SCREWS ETC. 3. ALL COLUMNS: SYP #1 NOM. 6X6 WITH STEEL BASE POST CONNECTOR BY "SIMPSON STRONG TIE" 4. ALL STRUCTURAL CONNECTORS AND WIND LOAD RESISTANCE ITEMS, SHALL BE GALV. STEEL BY "SIMPSON STRONG TIE" OF CAPACITY TO RESIST WIND PRESSURES GIVEN ISSUE DATE: MARCH 17,2003 REVISIONS: (IF SHEET IS LESS THAN 24"06" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A9 PT 2x6 STUDS @ 16" OC MAX. NEW ROOF OVERFRAMING IN SAME NOTE: WINDOW & DOOR DIRECTION AS EXIST. RAFTERS 1 . OPENINGS SHOWN W/OUT HEADERS ARE INFILL AND NEW (CONTRACTOR VERIFY) FOR INCREASED EXISTING WALL (BELOW EXIST. SLOPE/DRAINAGE 2. ALL FRAMING SHOWN IS NEW UNLESS HEADER) NOTED OTHERWISE PT 6X6 POST TYP. 3 ACANTHUS A11 ARCHITECTS ■ ACANTHUS ARCHITECTS,INC. 2733 RIVERWOOD LANE 2 JACKSONVILLE,FLORIDA A7 phone(904)396-3727 krutter@bellsouth.net (2) PT 2X12 HEADERS (IF EXIST. SHEAR WALLS AA-0003491 CAN'T BE USED) FAMILY 4'S Q1Ei' OC (DN_ _EXIST. 1RAF.TER 2 CENTERS) ON 2X4 SQAUSH BLOCKS WITH 2A11 PT (2,)2x10 HEADER PLATECTO TO- XTST. FR7MNG A6 COORDINATE (2) PT PT 6X6 DECORATIVE TAIL (2) PT 2X12 2X1 0 POST TYP- PATTERN W/ HEADER HEADER ARCHITECT I I I I I I I I I I I I I NEW TRELLIS I I I I IP11 2 I T E ILI_ FRAMING PT 2x6 RAFTERS @ 1 1 1 1 1 1 1 Li I I I I 2 PT 2 X 6 16" OC MAX. I--I R A F TIE R P Q 12 1 g C I r---r--i I I I I IM AX•I I I I I I I I I I HEADER I I I I I I I I I I I I I I I I PT 2x2 LEDGER ON 1 1 1 1 1 1 1 i l l l l l l l PT 2X8 RIM BOARD I I I I I I I I I I I i t A -- , —I— 4- -4- - - _ TO EXIST. WALL W/MET. FLASHING 1 2X6 7HEADER X8 (2) PT 2 PT ABOVE HEADER 2X6 2X6 HEADER HEADER EXIST. OPENING STUDS @ PT (2)2x2 LEDGER GLULAM 16" OC MAX. ON PT 2X8 RIM 3X9.625 W WINDOW INFILL BOARD TO EXIST. KITCHEN WALL N 0 � DINING INT DOOR INFILL: 2X4'S @ 24" OC (2)2X8 C MAX. TYP. HEADERLi _ LIVING _ W PT 2x6 STUDS @ (2) 2X6 HEADERS POWDER III I I 1 CD Q SCC 16" OC MAX. 2X8 HEADER WINDOW & DOOR I I I ,CLQSfET �[ W -----1 FLOOR I I / NEW STAIR OPENING A7 W _�1 m � FILL AND NEW JOISTS IIS - i� (2) 2X8 C� W C� WA (BELOW EXIST. HEAD ) I NEW STAIR FRAMING: (3) 2X12 I� Q GARAGE NEW FLOOR JOIST 2X8 STRINGERS W�jFIRE FRAMING DUE TO ca I___ NEW WALL 2X4 STAIR FLOOR STOPPING � ©16" Q.C. MAX. MODIFICATIONS 01 TS (2)2X8 DOUBLE (2) PT 2X12 TRIMMER HEADER PT 6X6 POST TYP. STUDY (2)2X8 (3)2X 2 (2)2X8 HEADER HEADER HEADER EXIST. FLOOR JOISTS AND BAND BOARD D D FRAMING I ALL HEADERS NOT PLAN (2) PT 2X8 I SHOWN ARE EXIST. I I PT 6X16 POST TYP. PT 2X6 RAFTERS (2) PT 2X8 @ 12" OC MAX PT 2X10 RIDGE ' 4'tiV��:*"• •�� Y r{` •+ Y a a BEAM .` �• ��` . F A6All (1/` f 1��►�NVQ ISSUE DATE: MARCH 17,2003 (D 0 2 4 8 REVISIONS: FIRST FLOOR FRAMING PLAN 1�4" = 1`-0" SCALE: 1 /4" = 1 '--O" � a(IF SHEET IS LESS THAN 24"x36" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) A 30 YR. ASPH. FIBERGLASS SHINGLES WITH MET. DRIP FLASHING OVER FULLY SEALED "ICE & WATER SHEILD" SELF SEALING BITUMINOUS MOISTURE BARRIER ON NEW 7/16" OSB SHEATHING ON NEW PT 2X4 ROOF FRAMING OVER FRAMING FOR IMPROVED ROOF DRAINAGE: REMOVE EXIST. SHEATHING AND PIGGY-BACK NEW PT 2X4 ONTO EXISTING FRAMING WITH 2X4 SQUASH BLOCKS (W/ PLATE CONNECTORS) AT MAX. 48" O.C. SLOPE EASTWARD FOR AGAN'UHUS POSITIVE DRAINAGE TO FROM 6" BELOW ARCHITECTS ■ NEAREST SECOND FLOOR WINDOW ACANTHUS ARCHITECTS,INC. (TIE-IN TO EXIST. ROOF) AC2738RIVERWOODLANE MET. DRIP FLASH ON JACKSONVILLE,FLORIDA 2-STEP IX TRIM AT N phone(904)396-3727 RAKE AND CONTINUOUS knitter@bellsouth.net AT FASCIA NEW 1X2 TRIM TYP. AA-0003491 NEW BOARD AND BATTEN r EXIST. CEILING AND (AT 16" O.C.)SIDING NEW LAP SIDING PT WOOD FRAMING FROM "JAMES HARDIE" OR HARDI-PLANK BY PRODUCTS OR SIMILAR "JAMES HARDIE" EXIST. WALL NEW 1X4 PT WOOD (OR NEW 1X8 PT WOOD �- NEW PRE-HUNG DOOR TRIM CYPRESS) TRIM TYP. IN EXIST. OPENING -SEE PLAN Ln ry 00 w cn 57<Li NEW REINF. CONC. STEPS EXISTING CONC. SLAB AND PORCH W/ PAVERS TO REMAIN EXIST. ROOF AS SELECTED BY OWNER NEW 6X6 WOOD COLUMNS TO EXIST, R-30 BATT REPLACE EXISTING OR INSULATION WOOD CLADING OVER EXIST. COLUMNS a ..,A.4 a. I I I I \/\ (BASE AND CAP AS \\ \\/\\ / \\ \\ o SELECTED BY /��//\//r\�//\ /��/��/��/��/�\ / / / EXIST. CEILING AND OWNER ARCH) \ \ \ \\ \ \ \ \ \ \ \ \ \ 30 YR. ASPH. FIBERGLASS SHINGLES 30 YR. ASPH. FIBERGLASS WrlrD OWNER/ARCH) \/\/\/\,/ / FRAMING �7 SHINGLES WITH MET. DRIP EXISTING WOOD NEW CONC. PATIO / DECK / // / // rr // � WITH MET. DRIP FLASHING AVER FULLY � N SEALED "ICE & WATER SHEILD" SELF FLASHING OVER 30# FELT DOUBLE HUNG EXISTING FOUNDATION - � SEALING BITUMINOUS MOISTURE MOISTURE BARRIER ON - WINDOWS TO 0 WALL AND FOOTING o BARRIER ON NEW 7/16" OSB EXIST. WINDOW 7/16" OSB SHEATHING ON o REMAIN TYP. x SHEATHING ON WOOD ROOF FRAMING ca PT 2X4 ROOF FRAMING ¢ Q TYPICAL EXISTING WALL_ SECTION w SEE SHT. A9&10 �/2" _ �'-o" MET. TIES 1 PER EA. RAFTER AT °0 � NEW PORCH: ALL TRIM & °O NEW MET. I = O WALL AND MET. STRAPS AS SCHED. FLASHING BEHIND W SHT. A9 AT WALL AND FASCIA EXIST. WALL MOLDING AS APPROVED WINDOW TRIM �I� BY OWNER/ARCHITECT O R-30 CEIL. BATT EXIST. WALL AND m W L NEW MET. CROWN MOLD - W IMET DRIP FLASH ON 2-STEP 1X `v 1 -7 FLASHING BEHIND P.T. 1X TRIM BOARDS FLOOR W TRIM AT RAKE AND CONTINUOUS AT _ — WINDOW TRIM (ALT. CYPRESS) U7 1 NOTES: FASCIA _ _ o U � P.T. IX TRIM BOARDS 1 . ALL NEW WINDOWS & DOORS MUST COMPLY WITH CHAPTER 1606 NEW BOARD AND BATTEN AT 16" w ¢ '� (ALT. CYPRESS) I`r] FBC SEE SHEET A9 FOR WIND PRESSURES. PROVIDE MANUFACTURER'S O.C.)SIDING FROM " (JAMES HARDIE" w (_0F- '' NEW DECORATIVE---------- ECORATIVE � Q CERTIFICATION FOR COMPONENTS AND CLADDING PRODUCTS OR SIMILAR NEW 1 /2" GWB LONGER ELLIPTICAL TRIM PANEL NEW CURVED WOOD 2. ALL NEW WINDOWS SHALL HAVE MANUALLY APPLIED PRE-CUT & REPLACEMENT ABOVE DOOR -- SEE ELEV. NEW 1 XS PT WOOD SOFFIT ON PT FURRING LABELED STRUCTURAL WOOD PANEL STORM SHUTTEF�S TRIM NEW CASEMENT HEADER (EXISTING NEW 6X6 WOOD COLUMNS ------. FROM ROOF FRAMING NEW 1 /2" SOFFIT PANEL W/ 4"X12" WINDOWS SEE WINDOW OPENING NEW DOOR & VENTS - EXT. GOOD 1 SIDE OR "JAMES PLAN ENLARGED) CLAD N EXIST. OPENINGLIGHTS HARDIE" PRODUCT IN GWB / WOOD NEW 2X4 WALL TRIM F-- NEW MOIS. BARRIER ON 7/16" OSB FRAMING W/ R-11 0o 00 C BOARD WITH NEW LAP SIDING FROM Lh� BATT INSUL. 'J ' Oo x PT WOOD OR "JAMES HARDIE" I MATCH FINISH w WALL PRODUCTS TO MATCH EXIST. SIDING o0 NEW 2X FLOOR JOISTS FLOOR MATERIAL SECTIONS Ln ON SLEEPERS TO (NO OBVIOUS EXISTING WOOD MATCH EXIST. FLOOR JOINT OR CHANGE) FLOORING, DECK AND NEW REINF. CONC. STEPS FRAMING TO REMAIN ANCHOR BOLT & MET. AND LANDING W/ PAVERS STRAPS WALL TO •• •: ,,, NEW 8X8 WOOD COLUMNS TO - AS SELECTED BY OWNER REPLACE EXISTING OR WOOD T - FOUNDATION AS SCHED. A9 CLADING OVER EXIST. COLUMNS -co EXIST. TERMITE SHEILD • w . ;� �. I . (BASE AND CAP AS SELECTED BY y ; � OWNER/ARCH) e rt- \ EXIST. GRADE FLASHI WA TE R S TO P \\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\ \ \\r\\ \\ \\ \\ 1 P�a NEW REINF. CONC. SLAB \ \ \ \ \/\/\ \/\r\ , 1 // / / \\/\\/\\/\\/\ EXISTING FOUNDATION ISSUE DATE: .f�� }}^�,2003 W/ PAVERS AS SELECTED REVISIONS: 0 i' r 4' BY OWNER EXISTING FOUNDATION WALL AND FOOTING WALL AND FOOTING SCALE: 1/2" = P-0° QLY PICAL EXISTING WALL SECTION TYPI+CAL v 0 EXISTING WALL SECTION �Z" = , -o" 1 (IF SHEET IS LESS THAN 24"06" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY) I 7. I r., r I , r 1 R E C E I J CITY OF ATLANTIC REACH 1..I..I..I, 13tjII n Ki r, , , ,IIN =I-- APR n 5 2004 '_ j r 1}II I,I•Y'�ill}�_.�J,/;.i, I'I III tII II!i IlIil . �I I,1 I,Ii . _ _..__.. ._—.— ....._..____... .........O. �� —..._...._:..:., ......_...-...... ..___............._............ . -_-_:.� L1. �IL- 1�1_iritI1IrL _ L 1:_TTrL - r tr1c _ ..- _ L_. jL . _. .... - - L .__. lrLLIL : _._.. � 71 :_ MICHAEL DUNLAP, ARCHITrCT CNR6OFHER C C4HE, STRUCTURAL ENCsINEER INDEX t0 DR,4WIN�S rlrr _.. . J ��.. ,.. .— ...-� FIL copy Al 51TE PLAN 45 <TCHEN INTERIOR5 V_ IT � r.A��NTIc 42 FOUNDATION F= L ,4N/ DETAILS 41(o INTERIOF: ELrvATION5 fjNC? Qir�p��dI gg 42.1 FOUNDATION PLAN DETAILS CONT. A16.1 INTER10 : ELEVATION5 43 FIRST FLOODPLAN 41 DOOR 4 WINDOW DETAILS FYI 43.1 FIRST FLOODPLAN CONS . 418 1/0IOVEFALL PL4N5 (FURNITUFZ PRELIM)- � A CH �-- W� ,4. 5ECOND FLOOR =R4M MPLAN A1g EXISTING / DEMO FLAN5 ,44.1 SECOND FLOOR FRAMING PLAN CONT. 4 ✓AMIL'r RM REFLECTED CEEILING PLAN El EELECTFIC: 4L FIRS1=L00 R f=LAN 45 SECOND FLOOR PLAN E1.1 ELECTRICAL 1=IRST FLOODPLAN GOT . APPROVE -) , AP �rLAN�IC CITY OF ATLANTIC E A& T_ANTIcA& ROOF FRAMING PLAN E2 ELEC RI .,AL SECOND FLOODPLAN BUILDING OF F luIC 3 E Al EXTERIOR ELEVATIONS WEST SOUTH =3 ELECTfRI .,AL SCHEDULE Aa EXTERIOR ELEVATIONS EAST NORTH 49 WALL SECTIONS / DETAILS Ex41L5AIO WALL SECTION5 / DExAIL5 51 FIRST ~LOOR eTRUC ~Uf;PAL D 411 WALL SECTIONS / DETAILS 52 SECOND FLOOR 5TRUCTURAL DETAILS 412 WALL SECTIONS / DETAILS 63 5TRUCTUFAL DETA1L5 ,� ��~`�,�s",. •,.r,�.'�',''�••��'��`:"M. l�, =�n�='.)�elm"� `:413 WALL SEC` IONS / DETAILS 54 FOUNDATION SECTIONS 4 DETAILS ,414 WALL SECTIONS DETAILS 55 WALL SECTIONS 4 DETAILS . . 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""" 48.54 N .9 h7"" 12" p AI N+ ` 95 9' 43.0' 43.3 *3.51 0 �10Np- RISER *3.74 x TEL P',l °' 1 `^' x 48.66 47.2 (� 3.7 x v V ,x x 1 v W --a ° O x 47.8 N GOp, T !� GNO+-IA (3)7-1 „ LAUREI' 01�K' 0 2- `0••� 0. 50 MA X 48.4 45.83 Z -(�. (� N 45.1 ' X LC `4 1�2,� 49.4 LG q.'' FSH W/ GA „ HICKOg` (2)� Q cn 48.5 NEw 24' o� 24,5 cn o r ,1 -.63 Z 1 0 00 0 to 1' °' 5.0 31.05 0 1.5 15 5' AOpI LION 10 P� g. NOTES: 1 SsA' FRoM ,o U+ LC 48.36 y UQ51.6' �1 Q 1, THIS 16 A TOPOGRAPHIC AND TREE `, ' 48 xx �, �)00 ' • � URE ti r� p SURVEY' ` 22„ A 47.5 t 05 48. p0 2. 5EARING5 BASED ON THE EASTERLY 1 W -:3-p0 � o oAK RIGHT OF WAY LINE OF SE50 LVA MARIINA 45.4 t JM o0 17„ LC DRIVE )3EING Nii°5 '30"l,U. 43.5 44.0 'i 120' a.o' z� o, r 43.74 ti 5 0 o Ctll 6A�� 0 47.8, 1 3. BUILDING RESTRICTION LINES PER PL 4T, xa3.91�xa3.ss ° N o PA++ Ao ,- 47.1 x 4, BENCH MARK USED 15 AN ASSUMED 1 ; L oAK �r� , g� ov�R�o tia: 47.6 X; ELEVATION OF 50.00 AT FINISHED FLOOR 1 , ELEVATION OF RESIDENCE NUMBER. 1633. p 5$ 4„ °LC 1 �A o x 47. 5, A TREE THAT 15 IDENTIFIED IN TH115 �'� 1 z[ Co. 0 -' z x 48. MANNER, 50" MAGNOLIA (3), INDICA'T'ES A C? 20" HI °RY 1 s.}' L w o MAGNOLIA WITH 3 TRUNKS THAT HA,WE ,4 m `� �� 1 S � �o a' � x 4a.4 TOTAL DIAMETER OF 50". ` m �' `` Z 5. p o r O (0. FOR BOUNDARi' INFORMATION, 5EHE LB q$ 0. o BOATWRIGHT LAND SURVEYORS INC,.'S 5•a z DRAINING FILE NUMBER 2003-1494, Q RECHECKED DECEMBER 10, 2003. a 9 c-� AK ' � 10.0' Z 0 G7 24„ LURE+- 0 CO THE PROPERTY SHOWN HEREON APIPEARS TO i o Z LB 49.28 48.8 g„ HOLUY LG N LLµII � �1 car '`' 46.8 �a 6 X x K LIE IN FLOOD ZONE Xi (AREA OUTSIDE THE `� z z "�, 1°' ao 8 N 1 A FLOOD AIN) AS L A5 CAN BE 3.75 Xit45.1 N 101' x 4 X 49.0 }" 11VE AK 48.7 SO YEAR L D PL WELL 43.7 x44.1 OA 6,3 / 2 , REQ � 1. r _ "-�"----• " " -� (A DETERMINED FROM THE FLOOD INSURANCE X 44.1hx44.08 43.96 3' r G - a N x % IV V RATE MAP COMMUNITY PANEL No. 120015 0001 48.2 � q po X 5'18 2° cr -_-"" •` r c y n 59. n� x 2. x 48.5 �.- D, DATED APRIL 1"1, 1989 FOR THE CITY OFk " 46.7 ATLANTIC BEACH, FLORIDA, I `'I o- �` G 2 7x }�� oil aIR 4""_-- "_, -------- iv 1 �'P m poi nn RC1 MON 47.4 111G1..1 a LC 50 3„ 52 ;-- 1 x 48. � .• �J K c� 50 6 X 51 �J , rr - rn DR1vG ° AORr� � la 30" L t 48.6 __..�-• 50 O yX x49.6Lu / "_1.pR�PE 50.5 x n 1 r c --------- ------ - 46.7 4 8 45. .-_" 2' IRO 43. FOUN( 0} CAP) q 9O'OO 44.12 PIPE N » I 1 44.28 44.24 3.9.3 46.9 S7 U°O� ` O VV 45.1 44,0 X44.3 44.33 x 44.22 44.43 .00 X 44.23 25, 1TE FLAN SCALE 1/16" = 1'-0' L 3 WELL LITE DATE 02-21-04 LC UPL I TE HAT LITE SHEET (SEE E-3 FOR LANDSCAPE ELECTRICAL LIGHTING) . A1 L - - - - - - - - - - - - - - - - .-_. — _.... - i INTERMEDIATE POST: 4 X 4 WRAPPED IN 1X TRIM 41, FROM EDGE 01, F_ _ J _ _ _ _ I EXISTING FENCE B _ 111-11 R I I I I I 4" FROM EDGE OF HOUSE -- - r _ w- T-- A-14 I1—THIGICEN SLAB i I 411 - T- ,L TO 1011, SEE DETAIL I I 31 -4' ATE MAX �- 3'. 41' GATT= w HEARTH FLU5H WITH — I I 1 � FINISHED FLOOR i ._. . I - 150<E RN FF' I I _ C�. ._. ... .�.rt11 17 SLAB UJ/ 104 4 1/2 1112" EACH WAY —1 I I I I I I I I I I . 1 , I 1 -� "ice �-: ��- -�� -� I I i I I I I I I I S I I I I ► I � � ;�. I-- 1 DEPRE55 SLAB FOR I F I REF'LACE 4 I/2' SEE DETAIL i/A-2 rI ELA TAIL 1 I I I I -1'--1" O.G. _ _4'-0" D.C. 12'-3" O.C. TYPICAL I � � � p! SCALE 1/211= 1'0" A-2 I I L — J I 1 I I � A-g ,� � Q EENCEDETAL I I I 3 SCALE I/2` = 1'0` 10 1 j �I A-2.1 (CONDITION UJ/ GATE WE5T ELEVATION SHOWN) Q I Q I A I _ - _ _.. — - - I I I 1-I-1 � Z _ tit Q A-14 I j � j � � � V 6LA5 [DETAIL 2 U11 X 8" X 161, CMU, SEE SCALE 1/2'' = I'0` ,g--2 I I I I DETAIL 3/A-2.1 I I I MATCH LINE 5EE 5HEE I II MATCH LINE SEE 5HEETM4TCHLIN✓ SEE SHEET 4_2,1 1=0R POUN ATIONT A-2.1 FOR FOUNDATION 1 PLAN CONTINUATION I A-2.1 FOR FOUNDATION PLAN CONTINUATION PLAN CONTINUATION _.. ..._. - - ._ .._ - ____ _. - - ___. - - - - - - ._... _... � - - - - - - - - - - - - - - - - -r - - - - - - - - - _ _ -.� - - _ L � - - - - - � F- r�-- -T _ _ � _ - _ _ _ - - - _ - _ _ - - ---� - - - - - - �- -.- - - - - - - _ — _ _ _ _ T 1_ +J I I 1 1 II 1 L I 1. 1 - . I l 1 DRILL loll AND EPDXY cm DRILL &" AND EPDXY ! TRIM TOP 2) PCS 05 X 2'-�11 2) FC5 S X 2' -�II ¢ j 3/4" SCONE OVER �/ !� � HORIZONTAL DOWELS I ! ' HORIZONTAL DOWELS cn 4 CONCRETE ! INTO EXISTING FOOTING INTO EXISTING FOOTING 1 MORTAR BED / 5LAB, FINISH LU/ 11 i 111 COPPER CAP 4 X S BRICK i DRILL 6ANIS EPDXY I) 2 X 2 PICKETS PC5 '14 X I'-roll HORIZONTAL PAVERS DOWELS INTO EXISTING �1 FOOTING VERIFY EXISTING 11 FOOTING NEW FLOOR `� 1/4 SQ 3/411 X 1 1/211--- 1 BEAM BEARING I 1 TRIM 1 ;IF CONCRETE ° 1 I I 1 STEPS �� ' a \ I -' / 11 II YER11~Y EXISTING-c — 1 X 4 EACH SIDE 2� X 10 SUPPLY DUCT, d i PROV D C FOR I , , I I. _� „ OF PICKET II 2) \ i UNDER FLOOR 5Y5TEM FOOTING NEW I - -.---.. . II CONTINUOUS 1,1 -4 L_ I I _ _ _ _ _ _ SUPPORT STUDS - ' FT (o X 6 5YP #2 POST WRAPPED — � f BEARING I ! J I ` -- �I I --•-1 IN 1X TRIM I _... u - i II II ._ __ ._.. —1 3/4 � 3/4 FC5X ANS' NOR HORIZONTAL „ — 3/S" EXFAN�ION JOINT j ROUT 1/411 TAI TAIL DOWELS INTO EXISTING 4 10 GONG ..�,� — i L SHIM BASE V2" I -4 5 A P�` � SCALE 3/4" W 1'0" ,�+—2 FOOYINC10 GA WWM L B W/ �X� I I I �I Q I = I I I X 6 EACH SIDE I 0 DRILL 611 AND EPDXY 1) �:.�: �.::: � L J � DRILL �" AND EPDXY 2) I PGS 4*4 X 1 W� HORIZONTAL f ' '.::•':,:" I I I OF PICKET I 11 •.. :;�.:,:,',,�•• 2_011 X 21_011 X 12"D MONOLITHIC ..•f .: a,.,.*, I I I 1/2" CLEAR I i ��— FGS x 2 —�11 DouJEL81 INTO EXISTING i �;:: �, POST EDDYING W/ 2) 5 EACH HORIZONTAL DOWELS FOOTING `+,: ; I INTO EXISTING EDDYING5�'EP . • �•�- �` �:•'� _ _ _ _ _ _ _ _ _ _ WAY �T�f"P. FOR 2 LOCATIONS) � AP1='ROX G1RADE , 8"W THICKENED SLAB X � POST ° d l � E ED L BEYOND to , B N II;,,.: z li i : ; ,;�..,,.,: .: 3 1 W/ 1) #5 CONTINUOUS L- �j Lf U � I 1 I ° 12" DIA X 2411 HT t A-13 ,� 411 CONC SLAB W/ -� �, 1 - d , :.�,, CONCRETE BASE A ° T 1 r I i 8 r� &X6 10 GA W WM 77 �R. 1 3 •a (s) :�. I PG SIMPSON 5THD14J ELEVATION SECTION EMBEDDED STRAP _10 r- o •q (L EACI-I SIDE OF GARAGE 411 CONC 5LAR W1 DOOR OPENING, SEE S- raXra 10 GA LUIUM 61 DRILL �" AND EPDXY 1) : �, N PO AIL 4/5 �. i,. : ;;�,�r:.: '^ 5 .4 I A5 X 2'-�11 HO IZONTAL A ,;. -; :' '. .;: I R XfSTING SCALE 3/411 11011 �_2 : ,��: OUJ S NTO D EL � A--1.2 12' X 18 I 1 FOOTING CONCRETE FOOTING I I I i UL W/ 2) S CONTINUOUS i I I i 211-411 �i 22'-411 - I S- 4" CONC 5LAE3 W/6X6 10 GA WWM A-2 - - - - -- - -1 S1' X all THIcK�NED 3/011 fP SLAE3W/ 1) 5 C(oNT INUOUB 1 JOINT gl�— CONT E3RICK APPROX ,r ROLOCK GRADE II S 5" CONCRETE SLAB OVER COMPACTED a 'J� ..� FILL I CONCRETE A PARTIAL I I I I 0 DATE COMP'ACY FILL SLURRY E3A5E A-13 SCALE 1/4 11 - 1'-0' SHEEN" f;P-,. I V LUA I [DETAIL SEE A-2.1 FDR CONTINUATION) SCALE 1 1/2"W 1'011A 22 A - 2 i 1&33 5E&ta lam. i PROVIDE CONT 5/8" X 5/8" CHANNEL FOR CONT ROPE LIGHT - 3/4" STONE OVER 1 _411 \ 1 i CMU 0 SIDES 4 FACE / 3" STONE GAP (OMIT SACK) / 3, p'e' ...• 1) #E� CONT II II q 1211 X �" X 1�" CMU, 0211 \i �II 3/4 STONE 4 1 I t 11 " THIc.KENED MORTAR E3ED OVER / o PAINT 5ACK 1=OOT NOCx W1 3)CONCRETE - I f m 4" 5LAE3 I APPROX GRADE b EDGE W/ 1) -� . I CONTINUOUS � RIGID _ cn CONT I � w D 1 STEEL MOMENT FRAME, I [l A 2.1 I � SEE 5--3 - - -.--. ....-. -- - - _ _ _ _ - J 5J �J #5 VERTICAL DOWEL 12 11 _ r 48" O.C. \ • 12"D X 0''WTHICKENED 22I-OIL cv I 5J 5'-0' I- \ Ct II I 5LA5 EDGE W/ 1) ":J CONT. 11 '_OIL I '—oil 1-0I 4 0 35 � I CV ro 0 1-N-! 00 - O .. 61 3 SJ I � � — - �=� - - _- _ - _ _ _ � SJ 1 w moo, i ZDETAILSEAT WALL _ '.2" X 24" CONCRETE 3) s X BEE 1 1 I I I SCALE 3/4"W I'0" ,�- 2.1 FOOTING LU/ 3) #5 I :; :}; :r ' .,,:::i;:'' I II �t ,, ;.. :� 1-1 _� cv I I L - 4 PVC CONT DRAIN, :'I';`' TOP `n 2'-(o X 2'-(o 1'-OIID 5EE DETAIL. 2/A�-2.1 CONTINUOUS (TYP) I ` .: Y:;'.F; ;, I I 1 � +- ";; ;' ' , t.'" I I I MONOLITHIC POST 61 1 11 II ; 11 I I FOUNDATIO l,U 3) s .� -- 3/4 STONE 4 1 I .;�rl;`�:� 4 CON I EACH WAY __- MORTAR BED OVER _ i �''i SLAa W1 � SJ � I I I 1Q Q ui \ 4 5LAE3 ---� -� co I (X6 10 I I = SJ / 1211 \ / 1211 \ I I 11 11 _A wwmI I _ C+ POOL 1 2 I 12 X 2411 CONI.--- ;� 1'" PooL c� �t-2.1 STONE COPING _ I I FOOTING uJ/ 3) 5 I I I 5 E OWNER roO CONTINUOUS (TYP)I I 1 PROFILE/DEPTH RQ'S SJ I U 8 I I I SLOPE 1/511I 1 U - 2 ROWS (o X � T I L E LL �4X�' ` -- EXP CONT FVG 1 1 I 8 I I 1 PER FOOT DRAIN 1 UNIT CONC � �• 1 G E I __. . . I I SEE COPING DETAIL— CAPLOPE 1/S' _ _ �,. ..._, _ _ _ - _ - THIS SHEET ER FOOT \ / ALTERNATIVE uJ/ DRAIN '�-� r-- - J ,1- :-,., .> .;.l.t FINISHED MARCITE ' 15. . a.'^ J rr GOAT f NG _ � �� - - - �- - — --- -� - -- --� ,• ;•„ ,' •,f',;•,•> -5j 10"D X 20" P��LDETAL A-14 1 r - - I�� I THICKENED `' 1 • :.:�. ,:::�:�.-;;�- I 12) #4 X 3'-011 I -. I I� INSIDE 1 LS UJ/ 2) I `.: ;':;';',;';, '' I II _ I II - I I �.� �� i ;{,.�. ? 4" CONI ISLA3 uJ/ SJ -- 51 SJ 1 SCALE 3/4 1 0 A-2 .'< -I ICORNER OF I4 .. - I ;,:. NOTE. SUDMIT SHOP DRAWINGS FOR STONE I I5LAF3 I 177 _ _ 1 � g I ,,;.{ &X& 10 6A WWM - I- - - - 5J I/�,I' 5LA S-4 1 I 1 O 0 COPING TO ARCHITECT FOR APPROVAL 1 I i I it 1 ul LL u— - II II 4" CONIC SLAB W/ � I 1� - � I 1_ 11-- _ 1 1 I I 1 LINE OF 2 X& P.T. S'►"PI NO. 2 &X(o 10 GA WWM � i � � -8 1/2 I 1 II " I EXISTING cwt) OL N � 12 X 24 cONCRETIE SILL PLATE WlU 'l DIA. I 1 1 I �1 I I FOOTING W1 3) *S I SLAB S I4 I 5114 TYP X 10 ANCHOR BOLT S-4 DEPRESS SLAB FOR I I I 1 CONTINUOUS (TYF')I UJ/ 211X2"X ' " PLATE 12" X 24" CONCRETE I I FIREPLACE 4 1/2", 1 I SJ SJ 5 1 PC SIMF'SON 5PH& 1 1 5EE I/,4-2 1 _ _ _ _ _ _ . _ __ - .. - - WASHER 0 24" O.C. W/10-8D COMMON F=OOTING UJ/ 3) I I I II II I I F- _ - _. - - — _ _ _ _ _ � � - � — _ . w w _ _ _ _ _ _ 4" CONCRETE SLAB WIRE NAILS � EACH CONTINUOUS (TYP) i i 1 �"—IPS p x 2O l.0 I 1 uJ/ UJUJM STUD 1�" O.G. TO I I THICKENED SLAM uJ/ 1 14'-0" I 1- 18'-1" - I 8'-o I 14'-11" up SILL PLATE 1 I J 2) #rte CONTINUOUS 1 I 1 1 - ,-o - 5- I SAWCUT JOINT 1 1 I I I I 811 X SII I I I I 1 THICKENED ro MIL VAPOR I _ - APPROX GRADE cv I 1 I I I I I = EDGE BARRIER _ 11 1, 1, 3 i.-. I I Z I 1 A I 1 OPEN TO GRADE I SLOPE /8"`� 1 *5 CONT/ I) - S X 8 X 1� GMU m 1 .a-g ; i 1 SER Fo T 1 1 #5 CONT RE INF 1211 12 X 24 W13 #5 CONTINUOUS q W11 #rte VERTICAL A5 PER I � _ 0 `I PLAN (4 O.C. MIN) A I _ .I I I „� I ... I A-2.1 I I I I � (K I21_011 �'- --- L _ - - - -I I- - - _ _ � `� 0 A-14 f ALO1�1D AT I O1� UUALa I LLI -I'.-0" - I �� 10"D x 20" 1 THICKENED 5L UJ/ I = 1 I 2) #5 CONTINUOS I j 0 I i - r = r Q Lu SCALE 3/4"- 1'0" A-2.1 EXI5T ING 5LA5 0 I Ill IL I 1 1 1� 1 11 I 1 0 LL Lu 0 �=- MATCH LINE SEE SHEET _ 15 -S I 22 -0 1 Q Q MATCH LINE SEE SHEET A�-2.1 FOR FOUNDATION � /�,-2.1 FOR FOUNDATION � FLAN CONTINUATION — , PLAN CONTINUATION � IL I- Jj 1 J li 1 L _ L J _ I - - - _ c,• a :.. .. . I 1 I� 11 i I I I I I :: . .. _. _.... IL— I. , ow " DRILL &" AND EPDXY m DRILL (o" AND EPDXY I I I j 4 CONC• 2) PCS #E X 2'-�" `n 2) PC5 S X 2'-6" cm d 5L,45 UJ/ (oX(o 10 GA HORIZONTAL DOWELS HORIZONTAL DOWELS c� l.Ul.U1„i INTO EXISTING FOOTING ! INTO EXISTING FOOTING DRILL 6" AND EPDXY I) �! it F''C5 04 X I'-&" HORIZONTAL 1 DOWELS INTO EXISTING FOOTING i ' II i i II 1 I � DATE 02-2`1-04 4" GONG SLAC-3 LU/ ! - P,4RT1,4L I j� SHEET 6 X(o 10 GA WWM , .. A �U1�lD A f PLAN A-10 J `� SCALE 1/411 - 11-01 , l 3 3 `5 " MAW - 5TUD5 MT 15 o j I \ 13 I \ B ,4-14 �, - WC MT /, 1' j;' i u ,; � ;� 'X' f % \ 1� / , � , \ ; , MT ENTRY 2 I Q ;� /K x K �,� ;� DEEP SH— T i I �'� " TlS'r' O. \ �r; O ; \�' \\ \\ ; ' -' / a \ � PQ's uJ/ 1'�\P,\ c; �1' I�SoN 16a FP �` rill � lU U t �( lei 111"0 / - -� � I' I ) \ r . f � \QbpI I �LUSN NEARTNI I ,� �. Q LACK _ _ - _ - _ r _ _ T r 111 / •/ ` f \�� j{ >C ro'-101" -�-� 3'-�" I � i ,� U ,� / I � / � �/ � __............ 2 1311 r' 14'-9" I I I I I I �' j I `.\! \\ ;/ ,r/ \ .�x/ / \ 1-- Q POOL uj ", \ m U' I I I I I I Ll1 _ ` I � ' 1/ PER, T B E,�4M I I I I I MTI I Br' a I �.: r. `�.� (�/ ct) 0 ABOVE -- - I _ - _ - - J L_ - - - - - - - J L - _ _ _ - L �, i I \ r' c 1 F _ — _ ` — - r — _ .. 't n } r1j, r ( �' Y 1 ( S lL- UP 19) `icn coND II I 18) I 1 A, f.N�0 j / ��_.1 1 cq LS, EAST I N I I 4 A-1� 2 I I _ I ' Z , . sT,41 I .9 f` ' \ / i \ i r t` GARDEN / \ I - I I I I I 01 ; E 1 00 w 11 �, � =777777, _. _.._. � LLI r ._ — - _.. _ _ — ....� � _._. _ .._. _ _ T 'L.,� --,. � �_ - _..../ -., _ � � 1..1.1 z 0 —8 BRICK -- I I FAMILY ROOM I I I� ;� \/® ® \< t / 0 IY BORDER 14 1 1 11'0 X 23'8 1 I / �" \ DROP I 1 I MT II i EXIisTIN OVE T RAC SEE 6-A2 N CEILING m - ELEV. + 49.4 I Y,. \ �, r C7 �• 1 I 11 II o) I I I I I , \ / / - O TO 131 011 ' SEE - I L Y. .40 \ xy / Y4(�\,�O II m 3.51 11.515 2.0E PAA,4LAM 11 0i� r 1f1, w /x li l .\ r' A/A-14 - - - _>=' �. ��E�S1�T�B`��iE- - _ 1 � ,�, ,�<� �< {� - - DOOR �y \ 11 ; \ EXISTING 4a,1� `" 1' rC! 2" Y J' ' Q� \ II M4TCN LINE 55E SNEER \ _ - _ _ OLUNE\1R. ,l O = < UJINDOUJS = 12 k30RDER hh y- I f.. �,...., -2' 9'-1 1/2" I 1 ,- g'-I4'1' , '` •, ,, MA�'GN LINE 3QEy�l� gNE�jt A-3.1 5OR 1=IRS I f=LOOR r'G-' , - `\ , I I I I I 1 II I I 1 i_ 11 11 f ...,\ /. , ...�\ ',� `\� \\ r' %j ' •l,\ •...\ \ ` H-3.1 r-OR r-IRV I I=LO©R ` _ I (�) V 1='1.,aN CONTINUATION �.,, �.� . ; �. - ..._. -. �1 - _ _ `{' >/ � BR�AK�AST 1�L,4N CONTINUATION \ , ' i 11 ® 11W411 _011 41-811_ 10'�-O 1/2" - - _ - - - - - - _ - - - - _ _ _ - _ _ _ _ _ _ - __ _ - _ - ._... _ - - ._... - _... _ ._. - - ....... - - - ._.. .._._ - ._. 18 UP- I I -; �: / EXISTING _ SECOND FLOOR 42" R I - _J IL - -� DOORS + - ELEV, + 48.nnO (2) 2 X 10 SYP rwi hep 6� 1 i `~' m i N0.2 BEAM IGao' SRI WOOD COLUMN, -� / 2 X 4 FRAME ABOVE 1 1 ;L - m CONSTRUCTION, I I I i SEE A-14 LUD �� H? CT 1 KITCHEN O EXISTING 400A PANEL 11 1 25'4 X 12'`1 4 A-i� 2 = DINING ROOM I 14'(oX15'B I 3 2) 2 X 12 FLITCH GIRDER, ABOVE-_/11 1 cn ELEV. + 50.00 F —I-1 CT BEAM ABOVE I I I �x1 T� I M' I BAR CPT ELEV. + 48.9 I I Fp = LAM BEAM - { ► _ _ _ _ _ CL a' LIVING ROOM I I N GAR;A E i I - _ _ - _ ,4BOV _ - _ _ _ _ _ - -- - -I 1 II 3'_0 2'-�8 1/2" CT , , N 1 15'1 X 28'5 25'1 X' 2 '10 10 -o f J�/ ELEV. + 50.00I EXISTING I -1- �43 1/211 ' -- 5) 9 1/2"S1-1ELVE5 1 1 21-1111 HEARTH 4'- "--I 11'-&" �� 12" �D , FLUON I I �, I VERIFY 1 I I WC - ( ( I I 2 _5 �t 2 -5115T01NE / II I II „ II I 11 G,d,Bmr _ - - 5N -ra 4 -0 - �- 2 �� 5 -5 L NEARTN , `pa>� it 3 /4 Q MICROWAVE — _ w ilJ�lc, cU O C� °ovl1�E 1.7 R m 11 O i C B 1 -1 l/2 A-i� 12 O ANU I TF�Y DR _ o 0 o CL 0 NOTE 1. _ ' '� j ;' CONCRETE DRi VE, SEE a-1 �n POT FILLER N _I CASED �,, _ `� \\ ' '•' '' mom\ I 3 1/4" X 10" , FIREPLACE cn 1 OPENING ;`\ ;/. ` . I A-ir, 11 1 CZ I„1EGN j EXHAUST LINE 3 ��, -; SURROUND, 3) 2 X 12 6YP 8' NT _I, �- Y. + �I,; ?ffD } r � ;' 4 FAN LU RAI - SEE DETAIL A-16 p D L BEAM ABOVE MT / \ - �-- _I— — — ` -1� — J A-16 9 w 1i-. 4'- -� 12'-0' _I r 11 �S 2 x 4 _311 / / ` f .\ % \ �; `\• ' 10 FOYER , -_ DN 7 1 - STUDS �: K ST Y ROOM ELEV. + 50.00 UP U i 0 UD I 3'-IB' 11'5 X 11'8 = 14) 1 3/4�� ELEV. * 148.00 �- ELEV. 4 3.30 UP 2) I/4" R °�' 13) 9 3/ T CN Q__ I _ f l ATTIC�II 1 O 3 1/2"-� I11-�,I 101_111 15'_1" - - 3 1/2" �-- A-13 I I}� HATCH P 8TAIR � I EKI 2o E9:1 [K]. '(. I I I NEW GARAGE I � I EXISTING _� 2) 1 20'8 X 1110 1 -101 -0114 x S BRf C1C DECK DOOR Al OVER 4 CONC SLAB, 5) 12" X /4"PL�f' WITH HERRINGBONE #ELIWV. * 49.80 SNELVE4 PATTERN N 4) �" R f 1 A I rA = A-10 2411, Q.G. LUE L L ,4-12 -- r rf �" X�(" P.T. 5YP NO. 2 LITE PARTIAL LL EE ® AE3u66 Post 5A 1E5©N fFLCOfP,, PLAN (TYPICAL 4 4 X 8 BRICK DECK, OVER 4" CONC SLAB, SCALE 1/4" = 1'-0' ' LOCATIONS) WITH ERRINGBONI NEW WALL R E (SES A-3.1 FOR CONTINUATION) SEE 5-1 4 5-2 FOR SHEAR WALL LOCATIONS .. 4'-�I(_� (01-211-----.�I�. 61-211 ---41-611.--- PATTERN % 2'1'_411 EXISTING ADDITION NOTES: , I 11 I FIRee T FLOOR 1518 GSF FIRST FLOOR -114 G5F 1 11 -8 SECOND FLOOR 1141 GSF 5ECOND FLOOR. 1121 GSF - I. SEE FOUNDATION PLANA-2 FOR UNDER FLOOR ( ! SUPPLY DUCT DETAIL TOTAL 2665 GSF TOTAL 1835 G5F HEATED/000LED HEATED/COOLED A 02 -21-04 DATE A-13 GARAGE (05 0 GSF SCREENED ROOM 301 CSF EA5'T TERRACE 451 CASE BALCONY 81 G5F WES1' DECK 59 G5F GARAGE 25"1 GSF SHEET POOL DECK 1509 G5F - ' WE5T DECK 80 65F /033 5E&1a_ tfUt[kli-- f 5'-011 14'-ra'' 34'-0 II 61 , uj ;- 22 -oil `� 16 SEAT WALL LE X 'r Lu v I I I - J _. x /do x X RIGID TE MOMEN FRAME / SEE 5T UCTURAL SHE TS S-3 '{ 14' 0' " 3 '/ ,- @ ' � 1/2 A / - x 2 SUMMER KITCHEN � / / 0 PVC CONT �� / i D fig. IN \ \ ///>"\\\ / \ \ \ x' x" PVC CONT DRAIN, y SEE DETAI 214-2.1< Po I 0 15Y B O 2' \ \ 1 N / 1f05 f,►"Pl X , ', I f� 0 cn _ SEE 1/4-9 �\\ / \ ; FO IE'�AILj" POOL / \ --� FOR DETAIL \ p� T c�N1 \ / \/\ cf� ` J 35'0 X 181,0 i ''`� I i, � � � SCREENED ROOM - I r' I Q Lu 11'0 X l ra'2 i_ `4 1./ � ' T I SES 0 E FO -- - CL POOL FIL /DEPTSK K H PRQQVIDE\ \SLO DN/1' \ ' I \\ / \ ZXLu �UPP 'r/Df � fI� FT \/'' ..,,/ %y. SLC 1/8 ; 0 \\ , `\\ \ /I I _-.._. / m _ � \.F'E 6�OT` � \ U Iny, F3 F(J� T \ _I / I ri `4T\ RE LIJ BA�' / r X, S I 4-14 r I I I ol E3 o"t 2 X ° ,- ' I I 7, 1 - MT 15 a MT 13 M STUIaS \X 6 05T,/`' \ I oil Oil MT A ENTRY 2 A-,� 5 UJG 12 EN412n , X TRE" l 1 ©R D \ 41 L X f\ \� \ \ . DEE11' CAB I1 \ .' I \�/ X �x,�T 5�F ND ,� / \ 1 \\ `\- Ar- /' I &AFOR DETAIL �� 2,-7 1/2'I / \�\/' ,� �, SIt�'SON\ 'BU� j\ / 9'-01,aAUD I I 9-o"GASSID �\ '1 \ / \' \ / / \\ i / o>'�ru ( FP OrEN�WJ / / ?OS`� p,�.a ,f T" `P� , \ \\ i — \ \ 7 / 111 \ LL� FLUSH NEA TNI _46`11 °! /I �.1 RI - i \� \� \// %K/ b I I I I I IS ERN I �/ i / p- / IK x < /X\1 ICJ .SGJ _..__.. dJ m / ,4',.91' n i� PQM WE) RAI / I fI II Lu / A. �,E3oVEJ L _ _ --�- _ � — � � � _ _ _ � al � m ` v /�j �/ i LL1GONC7 --w —I l�ll ` \�` �� `;G � ` _ - — _ _ _ - I Y / \x I SLOPE .�I, � (, ��...1" � .� ,�\ �I \ A"9 UP - - \ / h 1 r' ER oT J GDND I I 19) 711 I ,{ CV 0 I l „ 1 4 A-�6 2 1 I z \ EAST I I 15) 11 TI I I I `�QI / �- ;``, ' GARDEN eL X cl 1 � SAM I L�' 12001~'f lI - - - - - - A i X, �14 m 1 � DROP I ( I-I'0 X 23'8 I I II \ \ / ® // o - 1'. / ll �!- N CEILING - I I-� ELEV, � 49.41 I II ' /'- \\\ ;%' \ . ;,' ..\ EXISTING COVERED TERRACE - cv TO 9'-611, 111 � i I I I MTI -� 0 \ �II -- `� SEE I \ ' ,/ ELEV. * 49.40 III 3,5I 11.015 2.0E PAA,4LA1`'I II / - 0 ; 4 lei O / \ Ul ELEV. + 4 10 r- �, _ — — -22-x_ — — — _ — -- _ -; ELEV. + 49.40 0 lit►. EXISTING 0 / .. 12" 30RDElz _U M4TCN LINE SEE SNEE t \ /`\ /\-' / I 1 I I_ 11 I_I d1 2 \ ,' \ \ —� / j MATCH LINE SEE SHEET UJINL70UJ5 \ A-3 FOR FIRST FLOOR '\ / 2 � ' III 9 7 112 1-I—� 11 �4�� 411 11 j / \ \ /� :� cn (L ,�1 \cf) [L �, k� A-3 FOR FIRST FLOOR PLAN CONTINUATION \ \ , \ ;A\\ _ _ — — - — — — -- — - f 3�_ ' 41 all 10'-�, 112',. BRE4KFA5T /' - . . .._ �. 1 PLAN CONTINUATION r 1-1 II_4.1 � H 18 -777-7-41 U I I DN— 8 11 I -- — J ILELEV. 4a.60 (2) 2 X 10 SY I I -- 7 SECOND FLOOR 42 R IEEI ; � DOOR5 N0.2 BEAM 11 I I IT T Woo[) COLUMN, I a' Ak30VE 1 I L m ¢ SEE A-14 I KITCHEN EXISTING 1 X911 2 X 4 FRAME I 1 1 D��uu w CT 1 25'5 X 12'7 WINDOWS CONSTRUCTION, 4004 f=ANEL 11 I 4 A-i5 2 EXISTING I 1 _ ! DINING ROOM cv ! 14'ro X 15'8 8 A-i6 3 �\ tL GIRDER At OVA 1 cn ELEV. + 50.00 -� I� N CT PARTIAL \''\\ l 1 I I I 12x STiN[, I MA1[!3�I BAR CPT 19 - ELEV. + 4,8.9 1 1 Fp = LAM BEAM -�-- _ _ — _ _ _ _ •� _ °' LIVING ROOM 11 I I N SCALE 1/4 I -0 NEW WALL L — ^I ``' 1511 X 28'8 _ _ _ — - _ _ _ _ _ _ 1 (SEE A-3 FOR CONTINUATION) BOV I II CT GAR GE — -- I 101-0 11 3'_0�2 --8 1/2 41_ I -E� ELEV. + 50-00 2511 x 3110 I I EXISTING I = 4 �, SEE 5-1 4 5-2 FOR SHEAR WALL LOCATIONS 5) 9 1/2"SHE LVES I HEARTH 4�- "--t 11'-�11 — 12" Q FLU5H---*-} IIrJ- I 6, I VERIFY in I U!D WG STONE UNDER 2'"511 21_51 EXISTING ADDITION I I mf �C OOIz DN 2' / 11 r � 4' .011.1 —r2'-ro 11 ; 51 5 11 51 11 L HEARTH it 3 3/4" Q ' FIRST FLOOR 1518 GSF FIRST FLOOR -114 GSF /7F7 — I _ _ - ' — ° ° °ovr�i� DR A�f� 12 SECOND FLOOR 114-1 GSF SECOND FLOOD: 1121 GSF i ANU i'1 I p1QAue1a p— ° CL GAB TOTAL 26(o5 GSF TOTAL 1835 GSF \ P N r�Rr HEATED/COOLED NE,4Tco 1,.1T .. Z01' /1 ED/COOLEDPOT FILLER DATE CASED UJN \\\ ,, \ � \\ � /,' I I 02-2-004 OPENING "/ �\ i i / FIREPLACE GARAGE X50 GSF SCREENED ROOM 301 GSF 3 I/4 X 10 A-i� 11 EAST TEIRRAGE 481 GSF BALCONY 8-i GSF I TO 8' 1�4T MECN \\ /� �/ `\ / \ i' \ i' � EXHAUST LINE SURROUND, WEST DECK 59 GSF GARAGE 25� GSF SWEET 3) 2 X 12 SYP *12 ur y, 4 FAN SEE DETAIL A-1�J BEAM AE30VE / WD RAIL FOOL DECK 1509 GSF — _ � _ _ ` �- � _ _ ` —\ _ _' 9 JEST DECK 80 GSF 10 ELEV. + 50.0 , \ UP A .1 — — — ..-. ..... . ._. .... . -_._. ..._. _ _ STUDY 2 -E� ELEV. + 140.00 - ELEV, 48.30 UP 2) -1 1/4" R 14) 9 3/4" R II'5 X 11'8 13) 9 3/4" T I I A-14 I I I I I I � I � I (P <( I C11A <1 �- -j I u- � Qu I > � A-14 j 0 4/'474 uJE I ,/ U � V � I / � / I / I / MATCH LINE i5 -0 // MATCH LINE SEE SHEET A-4,1 I / SEE SHEET A-4.1FOR r-RAMING PLAN LINK ABOVE // r-OR FRAMING PLAN - - - - - - _._ -... - - - - - - _.., — CON7lNU4Tl - - - - - .__. — _ � � i�� `� — - - CONTINUATION ION - - .....Y - - - - - __.. — ._ _.._ _.._ - - - - - 4) 2 X 10 W/ 1/2" X 9 1/4" CONT STEEL PLATE, 2) 2X12 SEE 5-1 FLITCH BEAM / 1 2 X 10 5"'P FLOOR f ADD 4) 2 X 4 SPF NO. 2 0 - STUDS AT NEW I LOOK EXTEND EXIT 14- JOI T5 4T I(ollOG 6l 3EAM BEARING MASONRY// I I 1) IMP' ON U521 FA E -' I GHI1`'INEY/5EE A-S I I M UNT HAN ER TYF'I AL rl--ACE OF FLY SHE�4THINC-x I ! / I I AND CL OE EXIST RIDGE i ' -" - - 1) F'C SIM,t~'SON NOUS I I 1/4" X 16" 2.0 I 1) PC SIMPSON HGUS 5.50/10 A4 E MOUNT5.50/10 FACE MOUNT HANGER �� A O LLBA AMS HANGER \ m) Ilil C1 7i E�CIST 5 PLY X 3F" NT \ 2X8 YP 2 R FTE S Coy.. .._ ado mo G II TI I I PLATE TWE N E IST R17ER IRUSS �1�\ �!B3 TRUe5 TO CHORD PE ROVID3/4ISTURDI-FLOOR I I 24�� C SU5r-LOOK SHEATHING AND � r Q 1 F- 45TEN W1 IOD COMMON WIRE � NAILS 'a 4" O.G. AT EDGES 4 (o" \� 3/4" PLS' AREA Lu I U A-13 o I I I i � PROVIDE 5'-0" A OPENING 1=0R I I ATTIC STAIR A-11 I I 2 X 4 SYP NO. 2 A 1 rA X-BRACE EACH A-10 SIDE OF ATTIC STORAGE AREA, 2 X 51'P NO. 2 2 X SYP NO. 2 OUTLOOKERS 24" OUTLOOKERS 241 I O.C. 2 X 4 PRE-ENGINEERED ATTIC ROOF O.C. /� TRU55E5 @2,4" O.G. PROVIDE 3/4" T/G PLY FLOORIING AT EOTT CHORD u PARTIAL i SCALE 1/4" - 11-01 DATE A (SEE A--4.1 FOR CONTINUATION) 02-2-1-04 A-13 SHEET A - 4 I J 3 3 5EW r1UAv?,a_ '' I i i , I SEE 1/A-14 1"OR COr-1✓ER [DETAIL 31/2" X111/8" 2.0E P5L FLOORALLAMB�AM , I �- ��.....� -.�_..._ _� .�------�.:---.r�..- _..._. ._ :.--.�_ .....:..�.. � 10 (2) 2 X 10 5`�F NO. 2 ! a ') m _. .___ _ PT ro X ro , I �: s- -_ 1_-_ _. . LL : _.� _ _.: _ 0 < 5YP NO, 2 0 P05T _ o � � ! Q �- 4 ' ca 1) PC 51MP5ON LUS 210 i f1C 5-5 O FACE MOUNT MANGER -- -....I_-- -- EACH hN s= — _ _-- ,4 1) PC 5IMPSON - (3) 2 X 10 5Yf= NO. IUT3512 r-ACE MOUNT `—Q 2 DECK BEAM DANGER (TYP) 2 I GRUB/PAINT - ._i � LU Z 2 X 6 SYP NO. 2 CEILING J015T5 16" O.G. V� PI PT (o X SYf� NO. 2 POST (3) 2 X S SYP NO. 2 HEADER - � LAND INGs BEARING PLATS I-IT _ -- (2) 2 X 10 - _ _ _ .. _ — AT LANCING-s� -I'-�1" � �— — FIEY 51'P NO. 2 ! - .._.___ __ 4) 2X12 SYP / _ CNIi"INEY —OPEN 1=0R JOIST i :'2 STAIR r UC 5TRINGERS G '-0�� y 11-011 O.C. S'-oil B EGZ SPACING A-14 _ - - 11 �-0�� I I I 2X�2 5YP *2 4RAFTERS AT- �=AMILY ROOM 24" OC fREPLECTEED CEILING FLAN GGNT (3) 2 X 6 � � LEDGER 5CAL E 1/4" w 1'-0' AT WALL SPI= No. 2 I I I I ^- 5TUD5 @ FACE FLOOR fX N BEAM 55ARING 2Xra SYP #2 fY -- A RAFTERS AT 24" p A-9 i OC CONT LEDGER r AT WALL 1~AC5 LL I I (3) 2 X (o 5P1* NO. 2 5TUD5 6 00 FLOOR I P5L FLOOR BEAM B1;Am A BEARING �XISTINCz M- I) PC 51MP50N A-14 R41=TER5 co _z HANGER (TYP2 AT 24" OC MATCH LINE 4 POST MATCH LINE U SEIE 5PErzT A-4 8-5 SQL 1-111ET A-4 FOR FRA"IIN6 FLAN Ill (=OIZ I;RAMING PLAN � _ CONTINUATION z — — _ _ — — CONTINUATION - - - - - - - - - - - ..w., — — __.. — ___. — _..,. - - - - - - - - _ - - - - - - ` F- (2) 2X105Yf= II 1 - J L - -I NO. 2 J015T 1 1 3 1/2 X 11 -1/S 2.0E I'. . I� - --I 2 X (o WALL A501,/E � I I 1"LU5H PAR4LLAM P5L FLOOR BEAM ((�� ADI 4) 2 X 4 5PP NO. 2 5TUp5 AT NEW FLOOR I I BEAM BEARING IL II II 11 2) 2 X 12 1=LITCN BEAM Ili 1 I ` PARTIAL SE f CON LOOf=fP-,,At"-11NGPLAN __j ".i SC,AL E 1/4" - 1'-0' (55E A-4 FOR CONTINUATION) DATA 02-21-04 5NE1;T A A-10 EA 5ALLOON FRAME GAE!,LE END WALL 15'-011 1 C3 (o r-cl—_I J *--(o X (o 1`105T 5YFD NO, 2 POST, 5EE Eil 1 A-9 r-OR DETAIL MASTER 6EDROOM 1110 VAULTED CEILING 5/12 SLOPE I Eff:1 EKI 15 14 / i 12 _q! A-eliI Q 1 0- . ri 4 -o I-oil 1.0111 _j QL LL 55E 6/A-14.1 A-14 m FOR RAIL F_ _ _ __777 WD DETAIL 0 <1 W qH OTAIRI 1-12 - EKI 9 1 UH INl 23 -4 = ROOI= L INE > _j z A1HU 1`3 Lu cq ° o OA W r= CPT A 1-011 Lu CONT RAIII is) (P GL 8 W It Y_ t7 WWT A Wr L W"'LL I 14TXI :,5 LL_ DRE 15ING ROOM z ! m If 1015 X113 l(o 041( U/2 19 1 - 77 7 /-2 X (o- NEW ROOT 2 0'1 5TUD5 Ir. AT 3,15:12 TY 7 7 IL- Q) Xn I <1 1 O r 1 6'2 X I(o 0 cn > A L EXISTING R00t= CONSTRUCTION CN Ry- 31 15 NEW ROOF 1/2 -3 1/2 I U -13'--1 1/2 1-21 1 1/2 AT 3.15.,)2 LV_ p LU A 5H 2 _01 dJ /�\-3 2 X 10 5Yf= do if i- 0 L-2 X 6 12I 4 11 11'-4 a E-2 1/2 0,2 5EAM aTurl)s 12 LL 2 X )0 5YF='i) Ilk NO.2 5EAM 2 TYP BEDROOM 2 -1 5' L INK ILIII 11 X 1511 PLAYROOM UP 4) 1/2"R 141&2 EXTEND 11 13 x 15'4 E3ATH 1 23 z CHIMNEY, r 3 -0 31 30 In Q 5EE A-0 31 32 -0 1 FA� I A 1 1 , fL I V-1 1/2 --5'-9 1/2'L- 0 -121-411 0 LANDING 41 GATEE I AfT16 I z r3 1/2 N I�ATC� I > I Al`7 1 T/-3 1/2 2 1 -01 EX13TING ROOF CONSTRUCTION ZZZZZZZZ:z 7 7 7 77 r 4n2(� / 15H 3 1` 2 X 0 IV,2 51 GAT :)N MECH tri ICL // z /r /1 1 0-31-411 121-0 1/2" - -- 28 332 1 I U*21 X � 'd- I __l \ Q 5ECOND FL 00fR FLAN GUr=5T ROOM 11'5 X 14'0 q / a W DRAWER5 tu SCALA 1/4" 1'-0' a 4 NEW WALL 5r=L0W L-r- 2 7- 0 f-2' 10' 12 -10' 3'-5' 4'- V oil/ V771 717 7, a) EX15TING ADDITION r_IR5T FLOOR 1518 Gsr FIR5T FLOOR 115 G5r- 2 E� 12'a X 14'3 E3 BATH 2 5ECOND FLOOR 1141 GOr- 5ECOND FLOOR 1121 G8r- A-I 33 CLI TOTAL 2(o&5 G5F TOTAL I835 G5F 21 T HEAT5D/COOL5D ATE CN 5H 1�) y 11 . I L NEW ROOr- I I I I i 02-21-04 AT 8-12 GARAGE lg,�)O G8r- SCREENED ROOM 301 G5F P�j --*-4 ol BAST TERRACE 461 G8r- 5ALCONY a 3 1/2'L--- —11'-9 1/2 -101-011 —15'-4 1/2 ---,3 1/2 WE\'5T DECK 59 G5F GARAGE 251 GSr- SWEET A"10POOL DECK I509 G5F Wr=ST DECK 80 GSF A A A-12 3 5-c<,lila 2 X (o SYP NO. 2 ! OUTLOOK=-R5 6 24'' O.C. 3) 2 X 0 SYP NO, 2 I I ! LU KING POST L a 3) 2X6SYP I I NO, 2 W1 1/2" - FL I TCI 2 X 12 RAFTEF5 u4 2 4"O,C, I 0 ^ 3) PCS 1 3/4'' 9 1/2" 2.0E Z cv PARALLAM P5L RIDGE U @ u @ 3EAM (q6, PROVIDE 3/I PLY - - -------. _.. i -g (L TH15 ARBA I ICING P05T cp �! 3) 2 XBSYP NO, 2 _ OoN �4- 14 Artc` o1 I LUN _.._r :::. z a L- ---- -- - -. .__ CHIME- 2 �)4 PRI--ENGINEERED TJ�ZU54Q 2 OC .. ._.. . A 2 X SYP No. 2 OUTLOOK�RS � 1� 24" O.C. 2 X 5 SYP NO. 2 �W 1 a l RIDGE f3l=-AM 2 X & SYP NO. 2 1 RAFTERS 6 24'' O.C, W1 2 X - 5YP NO. 2 CEILING J015T5 ° i 24" O.C. --- I \ 3? 2 X 10 SYP N . 2 �/ I ---- -_ ---CRICKET BELOW 1 jv I ; l NI 3) 2 X 10 SYP NO. 2 - - - IDG - - 1. 2X S SYP NO. 2 i• I RIDGE 3�AM I ... . .. ...... ._ �-� I , �.... fv - - - - _ - > > l _ C)I EXTrEND CHIMNEY, / 1 5Er= A-S 2 X & 5YP NO.2 RAFTERS 6 24 OG W1 2 X 6 5YP NO. 2 \ _ j \ CEILING JOISTS 4 f O.C. LLI UL _ I � - - - - --- - -- - - - - - - - . _. ...... _.... — ....._ - - - -- - - -- - - - -r I I 10'-4" 1 I �----- - .. ._. - I � � 0E3 NJ A-13 {lA1G / STAIR I j I r4- IO 5CALE 1/4" - 1'-m' - — -- I v _ I ��/ I t D,4T� 02-21-04 I 2X4 PR -ENGINEF I SHEET ATTIC T�USS /1241\19C / \\ A A,-12 A-I1 SEE A-4 FOR ROOF 74 . & ---�-- -_ - I FRAMING DETAILS _ __ — — — — — — A A-11 ..1..- FB ROOF 12 A 8�41NGLIHHE.'?� ............ ------ 12 ' -L.'T F5 ROOF (P SHINGLES ELEV. &S.40 TOP PLATE L OF ADDITION Z�,_J EV. (01.00 TOP PLATE JU OF EXISTING A-12 ----------- --a (P -LT-LI, IL 12 LA �r_5 ROOF 0.40 FIN SECOND F 5P INGLES uj 0 (Y =V. + 14-00 L ELE FIN SECOND FLR OF EXISTING _T 4 V HT PENCE (P NOT SHOWN, SEE < A-2 FOR DETAILS 77.7-- ................. ...... - - - - - - - - - - - -- - - - - - - - ...... -------- ELEV. + 50.00 FIN FIRST r-LR -V. + 49.40 FIN FIRST FLF, ------ ' f ` ' I ' ._� fes= - j OF r=XI6TING ELEV. Of= ADDITION \_ccMPoSITtz_ 5oARD WOOD COLUMN TYPE SEE A-13 t::OFI COMPOSITE AND BATTEN SIDING 5, SEE A-13 FOR ENTR"r' DETAILS LAP SIDING DETAILS A A-1 �� UJE &T ELEVATION ,SCALE 1/411 = 11-011 A E3 A-13 A-9 -- 50ARD 4 BATTEN _T__ I T_ -T. F_L: T - — - SIDING T L..1.-I-_-T.H�u, _.T E T--I- E T LAP SIDING COMP061TE ------------ F5 ROOF _T_ __T- SHINGLES .7- J.- 12 -V .. ........... E + (oc�.40 TOP PLATE ----------- ......... Or- ADDITION fp r_F .z- -r_L TE I_ 6>1.00 TOP PLATE ELEV. OF EXISTING .......... --------------- ....... Cc T I L' T ::F--_T ........... --------------- ------- m,�, r Z'.% -1 " u �. ELEV, 60,40 If FIN SECOND FLR -, ---, -, - Z\- 12 -WOOD COLUMN TYPE SEE 614-14.1 1 OF ADDITION -73.15 5XIST SLOPE R - FOR T__t-F_ _L' I ........... ELEV. 513,00 FIN SECOND r-LfR E3, BEE A-13 FOR R RAIL Z L <7------ ROOF L INE EXI DETAILS OF 5TING A- IL ------ -EL,_ T I _T_ N� a _;7'� WOO�) COLUMN 41 10 , NOT SHOWN, 5PHE 4'-0" HT FENCE TYPE 5, a r=r= �T-J. 0-) A-13 FOR DETAILS A-2 FOR DETAILS - - - - - - - - - - - -- - - - - - - - - - - - - - - - - A. '_L_ Rm -,,I- f f" lJ 7 7.7 .7 ELEV. 'IV L T - OF EXISTING -i_F Or- ADDITION + 50,00 r FIN FIRST r-LR .................. 77- I,-i-- _-, 1'/,, -- . J L EL r=v, 49.40 FIN FIRST FLR 2- -COMPOSITE 50APID _15ALCONY DATE AND BATTEN SIDING &OUT�4 LEVATION 02-21-04 SCALE 1/411 11-011 r_ SWEET r -T 1-T T-1 A - 1 ..r. COMPOSITE BOARD --- B AND BATTEN SIDING 1_�.. =T- T T:� te..- _ ... ..._.._. ...._ . .T. .L7:. r -T:: A-9 L_ T Ti FB ROOF 12 _. .._._.-- LLC._: 7.-_. L: 12 i � 04 S4-I{NC�LES 4 EI�IY. � �9.40 TOP PIw,AT5 'Q 1 - OF ADDITION ELEV. + (01.06- TOP ffLATE L� T:� 1 __ - ,� .. , --- 0) 01 OF �X 15T INCA L � --- -- -- :.- ,`` �7 EEI 12 --- - _--- _- •• __ _ _ _-_ - _ - _ __,_ -- --- � - /�. ELEV. + 60.40 FIN SECOND FLR L r1.' _ OF ADDITION p U1 \ �S ELEV. + 59.00 1=1N 4GOND� i=LR L��1 r L:I \ 1=B ROOD L� �� SNINGLS -- . -- -: _ . :l �-- > V `� � <1{k TING ,�� ._.r._ _ 1. _ L C_.r.L O -- 1 :✓ _ - --- - - - - - - - - -- -- - --- -- - - - --- - - - - \� _ r- r y i- `� __- - __ . __ _ _ OMPogITE BOARD _m AND BATTEN SIDING r --WOOD 5RACKET5 - = - GLASS DOOR AT ILL- I L- GARAGEI I - I ELEV. �' 0.00 {~IN FIRST 1=LR S', _ _ : :. _ : -_:.... _ - - - . 1=L Y. + 49.40 FI F fiR5T FLR - '� of EXISTING ------ _ -. ._ . — 14DI J � T T D I T I QN COMPOSITE LBALCONY-1"' 18'-O" ADDITIO 1,000D COLUMN LAP SIDING TYPE 5, SEE A-13 FOR DETAILS EA�5T ELEVATION SCALE 1/4" = P-0' BOARD 4 5ATTEN EXTEND :moi _.� s z SIDING X_ T _L_ L_ CI-1 I MN1=Y _ .._L �_L_�._ L.. II II II it . TL_ L- LS- ---- ----------------- _ 1_. -------.._:------ ._...__ LAP SIDING ROOF ----- _-. --- FB F2QOF 12 12 - - - -.. 1ep EXIST SLOPE - - LLI ELEV. + 69.40 TOP PLATE �: _ -- ... ----...TOP �� ..r._OF ADDITION t _r:T -._. ------- _ _ _- - -... - — i ---- ..-- - _—- _ ELEV. + 61,00 TOP PLATE 4 - �- : -- OF I=x15�"INC -- _- w � coMPO5IT r� ----- - - BOARD ANDL"71 I - BATTEN SIDING ¢' SBNINC-xL�S � F�3 RDOr- SHINGLES ELEV. + 60.40 FIN SECOND FLR _ - . 4 OF ADDITION Tfl - A 17 --__. _ I-ISI=V. + t59:00 -IN 5ECON1 FLR O L T - Or- [EXISTING - - Y. + 56.30 4P PLATE � 4'-0�� NT FENCE :`- --- m CA ? C SHOWN, S - z = NOT HOW E� A- 2 FOR DETAILS - _- I ELEV. + 49.40 -16 FIN FIRST FLR __- -- -_ _. L + ELEV. + 50.00 FIN FIRST FLR OF ADDITION I 1 FIN SLAB LLIOF EXISTING __ �_-__._.._,---__.___ EL EY. + 40,30 PIN SLAB � NEW GAR,A r _ COMPOSITE BOARD A AND BATTEN SIDING i A-14 �A-13 NOfRT� ELr= VATION DATE 02-21-04 SCALE 1/4" 1'-0' SHEET A ` � NOTE : NOTE (3) PC5 1 3/4" X 9 1/2" 2.0E 5 1/2" 1/4" SHIM 12 NAIL, ALL 5/8" CDX PLYWOOD ROOT~ SHEATHING NAIL ALL 15/32" CDX PLYWOOD WALL, 6HEATHIN6 PARALLAM PSL RIDGE E3EAM PT 4 X 4 -` —BRONZE SCREEN ROOF W/ ad COMMON WIRE NAILS 0 4"OC EDGES W/ 8d COMMON WIRE NAILS ,m 3"o.c. EDGES I POST SLOPE 4 6"OC MELD. DECREASE SPACING TO 411 o.c. 4 9,"o.c. FIELD. INSTALL. SOLID BLOCKING I X (o T 4 G CEILING �' _ 5 1/2 OVER GABLE ENDS. AT ALL HORIZONTAL. JOINTS. I X (0 545 TRIM. 2 X 12 SYP NO. 2 RAFTERS 6 2411 O.G., I FIBERGLASS SHINGLES OVER 3s2�# ALIGN LU/ ADJACENT TRUSS CONSTRUCTION 9 1/2 I/4" SHIM FELT OVERLAYMENT 4 19/32 II CDX I PT 5 TUBE BRONZE SCREEN PLYWOOD 5HEATHING STEEL, SEE 6-3 /l R30 F155RGLAS E3ATT INSULATION 7'1 PRE-ENGINEERED WOOD TRUSS 24" OC ,i r IX 545 TRIM I �--- Yc; SHINGLES OVER 3011 SEE CONNECTION SCHEDULE 5CREENED ROOM FELT OVERLAYMENT 4 ; Q GENERAL NOTES ON SHEET 5w6 II �- N 5/8 CDX PLYWOOD5ECTION 1 PLM IN w 1 -41 1 C SIMPSON 5 H& LW/10-8 COMMON SHEATHING SCALE 1 1/2' = 1'-0' U 5 I P P P D N � LOIRE NAILS @ EACH STUD e I(o11 O.C. 12 m z TO DOUBLE TOP PLATE SLOPE n to (. ( I ( ( � I 4 OL � Q ~ TOP TYPICAL SAVE 1TOP PT 2 X 8 SYP NO, 2 �- PLAT -__ -" A-I4.1 PLATE 11 CUT TO 2 X (o Im 2411INSULATION I 2) 2 X 6 SYP NO, 2 PLATE � - N R30 F15ERGLAS L = O G N u- 5/all 5/8" GLWE3 SMOOTH FIN15H IPT 2 X & SYP No. 2 RAFTER EXT I CONT 1 X 4 TRIM CONT SAVE DRIP OVER <1 � � WINDOW HEAD PT 2 X 4 TRIM -fu 0)--� +-- � HEADER BEAM 1 EYOND z Q PC SIMPSON SPH(o W110-8D COMMON I TYPICAL WINDOW HEAD 11-4" Q p LOIRE NAILS a) EACH STUD a 1611 O.C. 0 _t I 2)2 X (o 5YP NO. 2 PLATE TO DOUBLE TOP PLATE 3) PT 2 X 8 SYP NO. 2 1/2" GLW5 2 X & 5PF NO.2 STUDS e ](:P" O.C. EXTERIOR DOOR HEAP e PT (o X r 5YP NO.2 POST CASED LW/ 1X TRIM NOTE /2�, 2 I NAIL AL.L.. 3/4" BTURDI-FLOOR PLYWOOD SUB-FLOOR BOARD 4 BATTEN 51DING / STAIN � I 1 GLUF3 ON X � SPF SHEATHING W/ Iod COMMON WIRE NAILS m 41104, NO. 2 STUDS s I(oO.C. EDGES 4 V'o.c. FIELD. INSTALL SOLID FLOCKING (P aro" HT RAILING BETWEEN FLOOR JOIST AT ALL SEARING WALLS (P - 4 SHEAR WALLS. TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS 6"n.c. TYVEK VAPOR 53ARRIER OVER 15/32" WOOD RAIL CAP # C-6210 r CDX PLYWOOD 5HEATHING R19 FIBERGLAS 5ATT I 1 /--(MAPOG,4NY 51MILAR) INSULATION WOOD BASE R - - PT 5/411 x 5/4" PICKETS 19 FIBERGLAS INSULATION 1 1/411 WOOD BA5E I511 O.C. SEE 5CHEDULE5 FOR FINISHES =µ_ R19 F15Er'GLA6 INSULATION I 5/4 X 4 PT WOOD DECK 1/8" 1 PC SIMPSON CSI(o STRAP FROM SEE SCHEDULES FOR APART, UJ/ PT 1 X 4 @ 1&" O.C. 3/411 T 4 G PLY I SECOND FLOOR STUDS TO FIRST FINISHES I SLEEPERS, LU A IER OVER LEEPER P 53 RR SHEATHING FLOOR STUDS Q 32" O.G. 3/411 T 4 G PLY 61 3/411 PLY T 4 G DECKING SHEATHING 11/411 X 11 1/8" TIM5E5TRAND LSL RIM BOARD - FINISHED FINISHED �� PLY CONT METAL. Z FLASHING OVER PT m PLY � Pt 2 X 3 �3ASE (I II II 11 -1/8" TJI FLOOR JOISTS 1�" Oc SEE UPL IFT CONNECTOR DRIi�' GAP 1 11 1/811 TJI FLOOR JOISTS boll OC ON 5-& `�' TO I I l PT 2 X 10 SYF rUO. 2 � 1(" O.G. TOP _.........._------_�___....__..__._.___._____ _.. I CON'r PT 2 X 10 TRIM P I ONT METAL DRIP OVER PLATE .. ........ ............------__.-�--- - :�� PL TE = T 1 X 4 TRIM 2) 2 X 6 SYP NO. 2 PLATE R19 FIBERGLAS 3 1/2" X 11 1/8" 2.OE I I X (0 T 4 G CEILING CONT PT 1 X 12 TRIM 50ARD INSULATION PARAL.LAM PSL 5/811 GLWE3 SMOOTH FINISH - I 1 C S11''1PSON LUS210 I I 3) PT 2 X 10 SYP No. 2 a P FLOOR PERM FACE 1u'IOUNT HANGER COFFER CEILING, SEE I PT (o X NOTCH FOR 1/A-14 FOR pETAILs X & G 1 O 1 T 4 I I X & 5YP NO.2 P05T � I , PT 9 CEILING OVER I X 2 CASED IN IX TRIM, SEE DETAIL OIN OU HEAD V1/1(o" 055 CELING 5ELOLu DIAPHRAGM I I � 3) Pt 2 X 10 5YP NO. 2 I IIIU I �PEAM A530VE L=- PT 2 X 4 EA5E PLATE ; III 2X 5HIM r X & POST /211 GLWB ON 2 X 6 SPF NO. 2 Bo,4Rp 4 5ATTEM SIDING / STAIN �� 1 X 12 545 TRIM STUDS 6 16 11 O.C. I 111/4 I �- BRONZE SCREEN I -' tYVEK VAPOR BARr'IER OVER 15/32" I I BALCONY POST DETAIL 2 1 PC SIMPSON SPH LU/15-8D COMMON GDX PLYWOOD SHEATHING i SCALE 3/4" = 1'-0' -g WIRE NAILS 6 EACH STUD 6 16" O.C. LL TO SILL PLATE Pt 1 X 2 CAP 5EE SCHEDULES FOR FINISHES 2"X&" P.T. SYP NO, 2 SILL PLATE LU/�11 3/4" T 4 G PLY D f A. X lm" ANCHOR BOLT LU/ 2"X2"X 11 PT 4 X 4 POST, WRAP IN I SHEATHING PLATE WASHER 6 2411 O.C. - HARDIPLANK, SEE DETAI i 3/411 STONE OVER I" � THIS SHEET I MORTAR 3ED 4" CONCRETE 5LA8 1 #5 CONT RE INF cvU 5 FOR 1 LW/&X& 10 GA LWWM 5EE BCH ED LE R I I 411 CONCRETE 5LA5 I FINI5HE5 I ELEV. 49.40 APPROX GRADE FINISHED FINISHED ELEV. 49,46.j, 211 5LA53 SLAB -- 1 ^ Q MIL VAPOR BARRIER I - TYPICAL 3 4 ^ ^ ^ 4 a DATE . ; • 21-�I1 �/ 21-/II 11�/�1I1 }� 02-2'1-04 A-2.1 X 0 D U MONOLITHIC P05T III I III I I FOUNDATION LW/ 3) #5 SHEET COMPACT FILL �� _ �a° ' n TY ( CAL QUAL L� CT � OI �l A UJ4L L S CT I OI � � 4L COI �1� E3 U TYPICAL 3 � EACH WAY SCALE 3/411 - I1-01 A - S� SCALE 3/4" - I1--0' v 1211 X 24" LW/3 *S CONTINUOUS LW/1 �,�21_�II—.�.I VERTICAL AS PER PLAN (41 O.C. MIN) J� ---------- 1) PC SIMP50N 435 _ .__ __._.._ -------- ------- --------- – � 1.{1.1 � CLIP ANGLE AT EACH (p_ _._ _ RAFTER To RIDGE �. _ _._. ..... (k BEAM --- EXISTING TWO STORY ... .._....._ _o CONSTRUCTION BEYOND 2 x S SYP NO. 2 RIDGE BEAM __ .. P15ERGLA5-514INGLE-5-. V 12 30# FELT UNDERLAYMENT 4 SLOPE 5/a" PLYWOOD ROOF SHEATHI G NOTE , Noel= u- 2 2 X 5YP NO 8) 12D N41LS� 2 RAFTERS Nall. ALL 5/8" GDX PLYWOOD ROOr- SHEATHING NAIL ALL 15/32" COX PLYWOOD WALL SHEATHING . '� W/ 8d COMMON WIRE NAILS m 4"OC EDGES W/ ad COMMON WIRE NAILS tv V"a.c. EDGES 4" O.G. 4OG r-IELD. �� o.IDECREASE SPACING TO 4 c. �� 4 6"o.c, FIELD. INSTALL SOLID FLOCKING ...,� OVER GABLE F-NDS. AT ALL HORIZONTAL JOINTS. , o 12" 0 ALIGN EXISTING CEILING EXISTING _ 5 LINE CEILING LINE A-14.1 SEE GONNF_GTION SCHEDULE _. ._.. _ . 2 X 4 5YP NO. 2 CELING I GENEi;:,,4L NOTES ON SHEET 5-6 1/2" GDX PLY WALL ® JOISTS 6 24" O.G. _ --- - ---- .._._. OPEN TD 1/2" CDX PLY WALL SHEATHING SHE4tNING PLAYROOM CONT 2 X 10 5YP NO, 2 2 X 4 SPF NO. 2 STUDS LEDGER, FASTEN W/ 4 I�OWS 12D COMMON DIRE NAILS I(" O.C. INTO EACH SIDE conk -2 x a _�7 f N0.-2 LEDGER, FASTEN W/ 4 ROS--TM GO�F1f0 9 TOP OF PROVIDE 2 X 5 SYP NO', 2 WIRE NAILS 6 16" O.C. EXISTING RAFTERS Q 24" O.G. BETWEEN GONT 2 X S RIDGE 2 X 4 TOP CHORDS Or- 5YP F5YP NO. 2 LEDGER 2) PC 5IMP50N EXISTING ROOF TRUSSES, 2 X G SYP NO. 2 1) PG SIMPSON A35 CLIP SPLICE TO 2 X 4 TOP G ORD RAFTERS w 24" O.C. G616 STRAP ,ANGLE AT lU/ I) ROW 12D COMMON LJIRE 32" D.C. EACH RAFTER NAILS o 12" O.G. STAGGERED 1) PG SIMP50N 435 TO WALL CLIP ANGLE AT EAC I/2" PLY OVER 3/4" LEDGER EXISTING 2 X 4 CEILINGS JOIST 12 RAFTER TO RID PLY SHEATHING Q 24" Q.C. 3.75 EXISTING --- --- BEAI'''1 2 X 4 SYP NO. 2 FLOORLINE BEYOND TYPICAL - -- - -- 5.45E PLATE 4) 12D NAILS 4 3 - ----- 1 X T 4 G 'PANEL ItI41 2 X 10 SYP NO, 2 1(o" O.C. FLOOR JOIST t = A-I4.1 LLI 11) PC SIMP50N MT512 TWISTED � �� 2 X6 SYP No. 2 CEILING Q / 5/8 GWB SMOOTH FINISH STRAP FROM \ / ----.--- --- -_ --- JOIST e 24" O.C. I X 6 T 4 G PANEL\ a) 12D NAILS AT EACH EACH SCUD TO � / FLOOR JOIST PT IX WOOD o INTERSECTION 1) PC SIMPSON LUS 26 FACE ----._ MOUNT HANGER TRIM EACH SIDE COMPOSITE 2) 2 X 10 SYP NO. 2 ----_-... __.-- 5 X 16 PARALAM BEAM, B DARD 4 BATTEN HE,4L7ER BEAM U I -q EXISTING WALL RE-USE EXISTING, SEE 52 SIDING OVER W CONSTRUCTION FOR CONNECTION DETAILS TYVEK VAPOR F'T (o X 6 5YP NO, 2 POST W/ BARRIER 1) PG SIMPSON POSTA5U6( U 1) PC SIMPSON LUS 210 FACE FUST BASE MOUNT HANGER e EACH IL WOOD COLUMN TYPE B, FLOOR JOIST 1/2" CDX PLY ' I WORD COLUMN TYPE 5, SEE A-13 FOR DETAILS - m WALL SHEATHING SEE A-13 FOR DETAILS 1/2 GWB OVER EXISTING 2 X 4 i - .. .__.._.. 16" O.C. 3/8" EXPANSION Lu �l_ --- --- -- --- JOINT UL STONE TILE OVER I I - -- _ WOOD STRIP 5 1/4"-� STONE TILE V�mm `� 3 1 MORTAR BED _-- -- FINISHED FLOOR 1 MORTAR ED �� WOOD BASE �� A�2 4" CONCRETE— PLY SUB FLOOR S LQPE 1/2�� DOWN I NEW 4"/ONCi�ETE I SLAB \ SLAB 3 3/4 I APPROX ^ ^ ° n 11 n15 ^ s p n GRADE U J I NEW COMPACT FILL ^ -EXISTING 1~R41'rlE n CONSTRUCTION EXISTING GRADE DATE 21-011 x 21-011 x 11-0111) 2) #5 CONTINUOUS EXISTING CONSTRUCTION n A nn " ° MONOLITHIC POST �. _-�- 02-2�f"04 4 rl o n EXISTING FOUNDATION W/ 2) S FOUNDATION H EACH WAY SHEET UJ74LL SECT I ON DINING-3 0M SCALE 3/4" - 1'-0' _ 1 r .� 1 �- -EXISTING ROOF CONSTRUCTION QQw � zQ i 1/2" GW5 OVER 2 X 4 SPF NO, 2 e I& EXISTING FRAME 1/2" GW3 OVER EXISTING FRAME CONSTRUCITON 2 X4 SPF NO, 2 CON5TRUC►TON a 16 O.C. t 12 3.�5 Fr=xl5TlNG / �� FINISHED FLOOR 2 X 10 S1'1~' NO. 2 � 1�" O.G.EXISTING 2 X 10 5"r"P NO. 2 16 O.C. WOOD 5TR11 Q 0 - EXISTING STAIR u. CONSTRUCTION * " w m 3 u 1/2" GWIS OVER tl�41 2 X 4 SPF NO, 2 9 3/4" (oo " O.C. o TYP � �t OPEN TO 1/2" C;;WB OVER ON To LIVING ROOM LINCRODM 2 X 4 SPF NO. 2 1 3/4" LAID FLAT a I(oll TYP O.C. SLIDING DOOR GAB _ . . 77 I I i i � I I v ° n � v n A n " n n EXISTING FRAME CONSTRUCTION DATE EXISTING GRADE " 02-2 -04 n n no v n � n UJAL� Lm SECT ION STA A v SWEET e SCALE 3/4" = 1'-0' - 11 � �- 11 1/2" PLY WALL SHEATHING 4" CONCRETE SLAB2) PCS SIMPSON MTS12 EACH 2 X 4 5PF NO. 2 STUDS 1�" O.C. ATTIC TRUSS (v X 10 GAUGE PT 2 X 4 5YP NO. 2 BASE PLATE LU/ 1/2"DIA X 10" LUCONT 2 X 4 TRIM FILL LUM C�ALVANCHOR BOLTS W/ 2" X 2" X I/8" PLATE LU/ 3" DIA ALUM VENT LUA5HER5 1D 24" O.C. 48" O.G. ,4PPROX GRADE / \ - — CONT METAL SAVE DRIP OVER CONT I _--------.--------- _.------- -------,, 1 X 4 TRIM (o MIL VAPOR BARRIER 7 I r (P COMPACT \ � �� I'-0" FILL 3/4 HARDIBOARD �' � 0 12" XI5" MONOLITHIC; CONCRETE 501=SIT TO MATCH VERIFY, 4 FOOTING LU/ 2) *S CONTINUOUS MATOH EXIST. / EXISTING GARAGE O.H. Lu \ p 2) 05 REBAR CONT. Q W 5LA5 EIDG�E AAEAVE DETAIL 2D f SCALE 1 1/2" = 1'-0' 12 SCALE 1 1/2" = 1'--0' , 1� :10 E -� 12 FIBERGLAS SHINGLES OVER 30:0 SLOPE- FELTUNDERLA`T'MENT 4 19/32" CDX 8 MATCH EXIST PLYWOOD ROOF SHEATHING 2 X 4 PRE-ENGINEERED ATTR TRU55 ia 24" O.C. EXPOSED INTERIOR 2 X 4 5YP NO, 2 BOTTOM CHORD BRACING, FASTEN LU/ 2) 12D NAILS � EACH TRUSS 2) PC5 SIMPSON MT512 a EACH ATTIC TRU55 CONT 2 X 4 TRIM FILL LU/ 3" DIA ALUM 3/4" T 4 G PLY SHEATHING VENT 6 48" O.G. 2) 2 X 4 SYP NO, 2 PLATE � / DOUBLE 2 X 4 SYP NO.2 TOP PLATE CONT METAL E,4VE DRIP 2 10LLI -4 VERIFY OVER PT 1 X 4 �12 __ p 1) PG SPH4 LU/ (10) 8D TOP 4 BOTTOM O EVERY STUD 4 EVERY HEADER KING STUD EXISTING GARAGE BEYOND MARDI BOARD PLANK LUITN r 1 X 3 BATTENS e 12" O.C. OVER TYVEIC VAPOR p/ < BARRIER 4 1/2" PLY WALL 0� SHEATHING Q ua 4" CONCRETE SLAB LU/ (o X & 10 GAUGE, uJLUF OVER (o 1'-111- VAPOR '"ilLVAPOR BARRIER, OVER TERMITE 1/2" GLUE OVER 2 X 4 TREATED COMPACT FILL 5PF N0.2 STUDS 6 16" O.C. EXISTING GARAGE SLAB BEYOND PT 2 X 4 SYP NO, 2 BASE PLATE tL FINISHED SLAB 11 ELEV. + 48.90 LU/ 1/2"DIA X 10" GALV ANCHOR APPROX GRADE - - 7 BOLTS LU/ 2" X 2" X 1/8" PLATE FINISHED ELEV. 48.30 I„ STEP / WASHERS 6 24" O.C. ------------ A v A i `\ nA p A • MIL VAPOR BARRIER ` A-12 COMPACT FILL �� p 12" X 18" MONOLITHIC CONCRETEFOOT1 LU/NG 2) *S CONTINUOUS DATE 02-21-04 � ' f SAL GARAGE WALL SECTION A SHEET SCALE 3/4" 12 A - 12 FIBERGL SHINGLES OVER GRACE ICE/WATERSHEILD EXISTING ROOF IX TRIM BOARD NEW FINISHES, CON5TRUCTION SEE SCHEDULE R-30 BATT INSULATION 2" BRICK MOULD 11 180 EXISTING CONSTRUCTION NEWEAVE DRIP OVER 545 1 X 4 WOOD —`" EXISTING FA5CIA TRIM I � 1 1/4" �-- DOOR 1D (D N PT 1 X 5 545 TRIM BOARD 4 MITRE WOOD FIBERGLAS SHINGLES W1 300 FELT HEAD 4 JAMBOL � Q OVERLAY 5-NT OVER ON 19/32 CDX PLY 5/8 Gwe OVER TYVEK I � q t # TRIM 2664-P SHEATHING, ON PT 2 x 4 SYP NO. 2 ROOF VAPOR BARRIER - PT 6 X 6 SYP NO.2 FRAMING 16" O.C. VE POST WITHIN PT 1 X 8 846 UNITSNEW CASEMENT WINDOW TRIM BOARD SEE SHEET A 17 FOR DETAILSDETAIL �T ATO �T OO � � 70 tu SCALE 3" _ V-0' 9 0 (K `I I/4" NEW METAL � I U PT 1 X 8 645 FLASHING BEHIND � EXISTING FRAME TRIM BOARD CROWN MOULDING WINDOW TRIM WALL CONSTRUCTION - SHIM SPACE = PT & X (o SYP N0.2 _ POST WITHIN PT 2 X 10 545 I TRIM BOARD ARC SOFFIT: 1 X 2 BELOW PT 1X TRIM BOARDS T 4 G BEADE30ARD 9 1/4" OVER 1/4" PLY SHEATHING I PRE-ENGINEERED ATTIC _-} ROOF TRUSSES a0 24" O.C. NEW FIN15HE5, 1 1/4" PT IX TRIM BOARDS SEE SCHEDULE I FI!BERGLA55 5HINGLE5 OVER 300' FELT DVERLAYMENT 4 19/32" CDX 1 X 4 TRIM OVER 1/2" MDO PLY 2 X 10 Q 16" O.C. PLYWOOD SHEATHING 3/4 ABOVE DOORl=jj6 12 PT 2 X 10 545 ADD 4) PC,5 SIMPSON M5TA24 STRAPS 5/8" GW51 SILOPE � 3 1/2" X 9 1/2" PARALLAM TRIM OA 5 HEADER R B RD FROM THE EXISTING ENTRY HEADER SMOOTH FINISH I P L E DER BEAM cn i BEAM TO E 2) PCS S IMPSON PT ro X & SYP N0.2 XISTINCx PT X SYP NO. 2 POST WITHIN P05TS I X 2 T 4 G MT512 TWISTED STRAP SPH 4 UJ/ (10) 8D TCP 4 BOTTOM EVERY BEADF30ARD EXISTING , Q EACH ATTIC TRU55, STUD 4 EVERY HEADER KING STUD CONSTRUCTION I I To HEADER BEAM . SEE DETAIL DOORO 1 131/4" TH15 SHEET 3/4" T 4 G PLY EXISTING FIT & X 6 5YP NO, 2 POST TO FOR HEAD I SHEATHING BE CA5ED IN NEW 2X TRIM, SEE DETAIL I GARAGE DOOR OPENING �� r 7 ANP JAMB THIS S�IEET. DETAIL 2 X 4 5YP NO. 2 TOP _Q � I PLATE 9L SCALE 1 1/2�� W 1'-01 A - 3 � I � o CONT 1X TR11ul , II U STONE INFILL I � VERIFY 1) PC 51MP50N ABU(o(o POST BASE W1 12) U 1&1 NAILS I ~' I I GARAGE DOOR STONE SILL --� NUJ FINISHES, ,- 12" T SLOPE DN 1/2" SEE SCHEDULE NEW 4" SLAB TO BE TYP FINISHED UJIITH BRICK PAVERS LA1D FLAT BOARD AND BATTEN SIDING / STAIN I ° ^ n 4" C�ONCRE:TE SLAB W/ 8 X S 'URN ca ^ ° EXISTING-c GRADE5" CONCkETE DRIVE DOWN ED6fE5v n ( 12" X 18" MONOLITHIC LL �� CONCR�A FOOTING LU/ 2) S 4 CONCRETE CONTINUOUS 3/8" EXPANISION JOINT FINISHED SLAB OYER 1/2" CEMENT BOARD 01-1 A V 4 I v 4 ° ^ ^ 3/8" EXPAN1510N JOINT I �^ 4 a n EXISTING FOUNDATION I `' 4 EXISTING CONCRETE 5TEP5 TO BE WALL AND FOOTING COMPACT FILL FINISHED WIITH 3/4" STONE OVER 1 MORTAR BED DATE 02-21-04 &EECT I ON lc� FRONT PORCH A TrFICAL A AGE UJAL L DOOR r5 5HEET SCALE 3/4" = 1'-0' _ 1 SCALE 3/4" = 1'--0' 1 TYPICAL PRE FAB TRUSSES 24" O.G. 1/2" GWB, SMOOTH FINISH 1/2" GW 3, SMOOTH FIN15H WOOD MOULDING 51 � -` � --� � — WOOD MOULDING # 51 \ 1 X CONT TRIM -- - m 3/4" X 2 3/4" 545 41 BOARD STOCK SQUARE EDGE 3/4" X 2 3/4" 545 � 1/2" GWS, SMOOTH FINISH STOCK SQUARE EDGE tK all2 X SYP NO. 2 RAFTERS 24" p cl X 12 SYP NO. 2 BEAM t1C —r—CONDITION LUALL SMOOTH FINISH o SCALE 3 _0' TOP PLATE N a _ 1 A _ 1 � 1 J 1 ,4-1�.1 BOARD 4 BATTEN SIDING BEYOND 1/2" GLUE OVER 2 X 6 5PF WINDOW NERD AT CONT. METAL FLASHING BEYOND NO, 2 STUDS a 16" O.G. LANDING 2 X 8 SYP NO. 2 DONT. LEDGER FINI514ED FLOOR, SEE AT WALL FACE, FASTEN UJ/ 4) FINISH SCHEDULE RODS 12D COMMON WIRE NAILS - 1�" BALLOON FRAME STAIR WALL W1 2 X (o SYP NO, 2 RAFTER5 6 24 O.G. _ II 7/8" TJI FLOOR 2 X (o SPF NO. 2 SCUDS 12" O.C. CONT. 2 X 6 TRIM FILL UJ/ 3"/IA �-" JOISTS w I(o" O.C. _ TOP PLATE ALUM VENT 6 4a" O.C. n, „ 1 1/4 X 11 7/6 - _.. _. .___ -- - ESTRAND T 5 � .,_.,. ..� - O ATE (PTIMB LSL RIM BOARD 4-14.1 24" O.G. 1) Pc SIMPSON MT512 R30 FIBERGLAS COFFER CEILING 4) T 11" EVER'' RAFTER `\ INSULATION BEYOND, SEE DETAIL 3 _ai 1 PC SIMPSON SPT 5/8" GWB SMOOTH THIS SHEET I" TYP 11 1/8" TJI FLOOR W/10-aD COMMON WIRE FINISH 3 1/2" X II I/a" 2.0E JOISTS 6 16" O.G. NAILS @ EACH STUD 14 FLUSH FLOOR BEAM,LAM EE DSL 16" O.G. TO DOUBLE TOP PLATE 2') 2 X (o SYP NO.2 SECOND FLOOR \ PLATE FRAMING PLAN BOARD � BATTEN (3) 2 X 12 SYP SIDING / STAIN NO. 2 STRINGER5�6� FINISHED PLY EQUAL SPACING TOP PLATE 2 X 5 SYP NO. 2 2 .X (o SY NO ,2 C f INC --- STAIt<'S AND WALL � -' JOISTS � 1�" O.C. TYVEK VAPOR BARRIER OVER r 16" O.c. 0 15/32" GDX PLYWOOD WALL BEYOND � SHEATHING � � TOP PLATE 5/8" C�l,UE3, Lu SMOOTH FINISH U W_ q 73) 2 X (o SYP NO. 2 EXTERIOR DOOR ieo'-S" I W1 1/2" 8PAGER5 \ U 2 X (o SPF NO. 2 STUDS 1/2" GWB OVER 16 O.G. 2 X 4 SPF NO. 2 i STUDS 1V" O.C. FINISHED FLOOR, SEE - j SCHEDULE FOR FINISHES BOARD 4 BATTEN SIDING / STAIN R19 FIBERGLAS INSULATION = FINISHED SLAB, SEE ' FOUNDATION PLAN FOR TYVEK VAPOR BARRIER OVER \ r" DETAILS 15/32 CDX PLYWOOD WALL I PT 2 x 4 5YF' NO. 2 SILL APPROX GRADE SHEATHING \ PLATE UJ/ 1/2"DIA X 10" \ ANCHOR BOLTS UJ/ 2" X 2" X UL 1/S" PLATE WASHERS a 24" n --- B - \ O.C.L R19 FIBERGLAS INSULATION _ - I CERAMIC TILE OVER CONCRETE 8LA53, SEE = I = A OX --_ PPR __ I FINISH SCHEDULE r3_, TYPICALV 12" X 1a" MONOLITHIC CONCRETE GRADE --- ,4-2.1 -- �- -- -- FOOTING LU/ 2) "5 CONTINUOUS - FINISHED FINISHED � \ 4 \ ` 5LAE3 SLAB ° FINISHED SLAB �- - 10D" X 20" MONOLITHIC THICKENE 3 - SLAB LU/ 2) 05 CONTINUOUS . TYPICAL = I - DATE A-2.1 h 02-21-04 n / WALL ` f 1� A f ROAM ( A"') \ °�� _° WALL &ECTION � EA&T STAI SHEET SCALE 3/4" = 1'-0' A - 1 ` �__ SCALE 3/�G " 1��0� A ° 14 74 - 1.4 3-3 PT 2 X 6 X 4'-0" 5YP, NO 2 RAFTER EX ENSfON, SPLICE To TOP CHORD OF BUSS W1 2) ROWS 12 D COMMON CONT PT 2 X 4, GUT � 2 SYP NO. II QUIRE 2 X AILS S" O.C. STAGGERED II \ TO FIT, MATCH " RASTERS 0 24 O.C. E X 15T INC \ �-- / PAINT ENDS FLAT CONT 2 X (o TRIM FILL UJ/ 3" CONT 2 X (o TRIM FILL UJ/ 3" CONT DIA A A AV 5LAIGK O UM VENT 48" O.G. DIA ALUM VENT 48" O.G. ALUM EAVE \ I-� , ,_ •- L DRIP OVER CONT 2) 5 5 M 50 MT I 1 PC I P N 512 Pt I X TRIM EVERY RAFTER I 2 X 12 SYP NO. 2 RAFTERSuui -PT 2 X (o 5YP NO. 2 RAFTER - uJaoD COLUMN CUT TO 2 X m EXTE SION 1 1/2 X 1 1/2 TRIM TYPE F3, 5EE A-13 �-- z 2 1/2CONT Pt 2 X (o WOOD TRIM CONT 5C1�'.EEN RDETAILS I FO TAI S" . �� OL VENT Q 2 X (o 5PF NO. 2 1011 511 NOTCH (o X (o P05T LINE OF PT (o X � _.__-.- - O STUDS 6 l(a" O.C. 1011 1 511 / 2 X SPF NO. 2 �-�� FOR 2 X S SYP NO. 2 SYP NO, 2 P05T cn \ - STUDS 6 I6O.C. CONT ALUM EAVE DRIP EACH SIDE \ / fit' OVER CONT PT 2 X 3 Q Q 2) 2 X (o 5YP NO. 2 PLATE—— Z f_ 9 0 CONT. ALUM SAVE DRIP 2) 2 X 6 5YF NO, 2 PLAT 1 0 0 OVER CONT, Pt 2 X 3 -= u- TSF EAVE DETAIL TNT"'FICAL SAVE [DETAIL M,5ELDfROOM 2 SAVE [DETAIL COL UU IN SCALE 1 1/2" = V-0' A - 1-41 SCALE 1 1/2" = 1'-01 A - 1 .1 SCALE 1 1/2" = I'-0' TERRACE ROOF EXISTING 2 X 4 �3EYOND -- PRE-FAB WOOD TRU55 2) 2 X 10 SYP NO. 2 DEADER SEAM / \ i PT 2 X (o> 5YP NO. 2 RAFTER / CONT 2 X (o TRIM FILL W/ 311 _ EXTENSION DIA ALUM VENT 48" O.C. I I 0 N � / 1X WOOD TRIM 3II DIA VENT 48II Oc 1I-0II EACH 51DE 2 X SYP NO, 2 PROVIDE CONT m / RAFTERS 6 24" O.G. FLASHING AT ROOT= METAL FLASHING Q 3/4" HARD I PLANK 5OFF I TU J L INE I AT ROOF L INE w t) cr .�. ... O 1 X T G SOFF I T I rr it r 2 X & SYP NO, 2 COMP051 TE LAP II II II to CEILING JOISTS I SIDING E3EYOND 24 O.C. 12 P- " X 10 5 NO, 2 FLOOR ET�AI TO MATCH ' " 1 D L J015T�-�"I� O.G. EXISTING TERRAGE ROOF 13'15j%.'o,LOFE '_ tQ -- / 8) 12D NAILS \ _ — _.__ ._ _......_. _ _ Z3EYOND U � -- COMPOSITE LAP 1'-11" VERIFY - - - - WOOD COLUMN / / II � I � __-__ ....._. ._._.._.____......__._.._..._.- _ � 51DING BEYOND TYPE 5, 5EE A-13 CONT. ALUM EAVE RIP 2 X Ga SPF NO. 2 STUDS 6 l� O.C. COMPOSITE LAP I PC SIMPSON LU5210--.------ - _ -- - - � FOR DETAILS OVER CONT. PT 2 X 4\ SIDING BEYOND - I FACE MOUNT HANGER i 2) 2 X 6 5YP NO. 2 PLATE WALL &ECTION � SAVE DETAIL DIN INC ROOM SAVE [DETAIL 5ALONY 4 TERRACE ROOF SCALE 1 1/2" = 1'-01 A - 14.1 SCALE 1 1/2" = 1'-0' A - 14.1 SCALE 3/4" = 1'-0' A - 14.1 (SAVE 0 BALCONY 4 LINK 51MILAR) DATE 02-2-I-04 SHEET &-33 C-;WE3/f',41NT WINDOWS r � WOOD DINING ROOIuI , , BEYOND - / LIGHT FIXTURE T. [ T -T ,. : ,..-I -f . __L I i 1. I__.TW I : [_ ._ - 1.. _...J. T_ _.L ___F T 1 _ ..L.. ._ - _.-:. _. ......_ U SEATING Dw 5H WOOD BASE 3,4 5 i . '% 0 7, a � Q ~ aI KItC�1N A2 KI�'CI-ISN (o X 3 CERAMIC TILS STAINLESS STEEL CANOF' r RANGE HOOD Q LU (3w U U_ OPEN1 l r: _� I -L[ CA51NG / / LIVING ROOM TO i 1T1 . FO"'ER' 1 [ .: Z -T L I I._ 1 T... r. [ I COVE L IGHT GWE3/F .4INT T.... _...- - 1 j _ T. o ® ah M o GW5/f',41N ' ICE WOOD MAKER WOOD E3,45E WOOD E3Aerz Lj I- . ... I F� . _L ___ _ ___ ----I 17�7 DOU5LEJ FFANTR1r OVEN <TCHEN A4 KITCHEN E3RE,4KF,45T 41 _8„ 101 -01/211 < ITCHEN INTEF.., 10 R,, ELEVATION5 5CALE 1/2" = 1'-0' Lou --1 /L 42 " RLLI / L 1 GRANITE `1~OP � KITCHEN � o LLUD CT25'5 X 11'+4 1 CFL SH) 4 A-s 2 ICE 3 � MAKER ' BEYOND cel ICS ct MAKER ( BAR E3,4R SIDE 15LAND ELEVATION GRANITE TOP 10' -0" 3 -0 4 _( 3 4 1/2 �- 1J- � 7 N. 41 _0„ 111 _61, VERIFY 12 " � 0 WEDICE �C MAKER BEYOND a 3 _011 Q000MIGROWAV OVEN O1=' NINC 15LAND ELEVATION I slU�R1"11N� F',4N�'RY 0 DR,�� R °�� _ � CJS C 4 3 02-26-04 s < TC�4r=N L AN �► � 5GALE 1/2" w 1'-0' a COFFER CEILING, SEE DETAIL I/A-14 COFFER CEILING, SEE DETAIL I/A-14 WOOD CASING —WOOD CASING DROP CEILING TO 9'-611, SEE LU001a CASING . .WALL SECTION A/A•-14 � -____ I _ -r= F I -I I- LINEAR DIFFUSER I \ \ L I 5) 12" SI-{ELVES . . ... . . ........... I STONE MANTEL F l GWB/PAINT WOOD COLUMN 10 TYPE A, Sr=E --- ._ 12 X I(o STONE - ..... - - : .., , OPEN DETAIL - OPEN VENEER OPEN 1'O ig = TO SHEET 1`1 - -- f - - 61 61 DINING- It MEDIA - - I �-- - L l _ r lit l 61 w ti - rp _L Ll 1/4 WOOD BASE SEE DETAIL THIS---/ Ll 1/4" WOOD BASE GENERAL SHEET GWE3/PAINT NOTES L GLOB/PAINT � � .4 � STAIR DETAILS Z AFAM I L, ROOM �2 �A,M I L.Y Roots a� F,4M I L,Y ROOM �� FAM I L,Y ROOM ,45 FAM I L,Y ROOM Q �; , > 2 X 4 FRAME WALL BEGIN FIREPLACE OPENING O . . 1/2" IGLUB I' 2 X 4 FRAME WALL -, 5/4 x 5 1/2 WOOD CASING -- 30 HT GLASS 1/2" PLY SHEATHING WOOD COLUMN WOOD CASING CABINETS LU/ 1/2" SHIM TYPE A, SEE ADJUSTABLE _ 3 1/2" DETAIL THIS GWe/PAINT SHELVES EXISTING BRICK, 2 SHEET PAINT ii �� 3'-8 1/4 _I 1 X 3 CONTINUOUS - BEGIN CASED �=- •~ - I - 5" 5" FIREPLACE 5" VERTICAL SUPPORT __- _��_.-r OPENING E TO OPENING �r - -. OPEN I I � _ - �: 5" STONE TRIM ``� 1 X I CONTINUOUS I 1 -� `~' mm- WINLT RACK 12" X 1(o" STONE FAMILY � T - HORIZONTAL BOTTLESH sor. L VENEER SUPPORT e 411ROOM . . l.,,q_ FAM I LY ROOM 9 m • 1 FlfREFLACE FLAN SECTION DETAIL. 1 SCALE 1 1/2" = 1'-0' ,�, - �� PLAN SECTION L5 1/4" WOOD BASE SEE THIS SHEET FOR WINE RACK DETAIL 3" WALNUT MANTEL -gll-�I AAro DINING ROOM a� DINING RQoM �8 DINING ROOM Q! JO 1/211. STONE SURROUND ELEVATION 1n cv CONT IX WALNUT t- LuooDTRIM WINE RACK [DETAIL 2 Lu FIREPLACE STONE SURROUND cn 1 1/2 1'-01 SCALE - I X 2 WALNUT 1/4" WOOD TRIM II 1 -1"II CASING WOOD CASING WOOD CASING-& 1/2 R.O. ----3 11 1/2 [—WOOD u STONE SURROUND I 3 5/4" 545 -- �� " 8 3" WALNUT I _ MANTEL ABOVE OPEN K 3" 645 U LIVING r FLUSH STONE HEARTH � ROOM -a GLOB/PAINT \�_GW5/PAINT < LIVING ROOM INSET 3/4" PIFREFLACE DETAIL I I L5 1/4" Wo OD BASE L5 1/4" WOOD BASE SEE FP DETA I L TH18 SHEET SCALE 3/4" = V-0' 3" 346SEE GENERAL NOTES FOR STAIR DETAILS LLL r 5TUDt' a� StUD�' an FO' ER' A,4LIvING ROOM 2" WOOD TRIM 2664-P5/4" SILL - 11 I/2" 5/4" X 5 1/2" WOOD L..-11_41-. i CASING 6 TOP ONLY, SEE A-11 FOR DETAILS CASING CONCEPT TYPICAL 4 SIDES INTEf;ZOfP,, ELEVATIONS -- SCALE 1/4" 1'-0' 1 1/2" BULLNOSE WOOD COL UIN A DATE !. WOOF-) TRIM SCALE 3/4" = 1'-O' P2-2`1-04 d . 1 -- 5/4" X 3 1/2" WOOD CASING (ALTERNATE: FINISH TO MATCH SHEET TYPICAL TO KITCHEN CABINETRY) WINDOW GAGING DETAIL � SCALE 3/4" = 1'-0' WOOD 'PANEL CEILING _ _._. _ _. _ _ - _ _ ._. .._._ .._ ..._ ... - I I I I I I I I I I I DR1P DRY CAVE LIGHT I WOOD CA�ING I I WOOD CA51NG WOOD CA51NG WOOD CASING CERAMIC CLUB/PAINT I I I TILE EACH SIDE I COVE LIGHT I I COVE LIGHT I SEE DETAIL .., .- . . ,w.,,. G. /PAINT GUB/PAINT 0 THIS SHEET � SHELVES 7 LF T. f ----- -- M CASED - m &2 , OPENING - G�'_8'I 2-I � � �c b IX mrc co r i = a LP TOP � IAC N oJ -q - - - mm CASED -' z _1 119OPEN INC a m � La II DRAIN Q at � i/4 WOOD -1 1/4 WOOD WOOD BASE B A5E BASE LII q � ° o A13 M. B�DROOI„I Air M. B pROOI„I ZA15 M. B> 1��'OOlul _ A��O DRESSING ROOM A11 DRrzssING-� Roof I/I--IAL.L. X18 L.AUNDR''1' v u WOOD GAS INC WOOD CASING WOOD CASING WOOD CASING CT FULL HT a POL MIRROR GW5/PAINT CT SHOWER (3 WALL5) MIRROR GWB/PAINT GT FULL Ht GIUB/PAINT Gt MIRROR GT MIRROR GUJB/PAINT B1r' OWNER R __ _ _ FULL HT BY OI�NER FULL NT BY OUJNER Gl.0 3/PAINT WOOD CA51NG FULL HT .... CLUB/PAINT _ _ - LF - r r All 211 �i I TR G L F- ELVES I a .. ..... ... - - _ - - - - - ttw TILE Il oLLL Lj. SEAT _ � __ .. ..N .� .... .... .. .. . - - - - - - 0 � I BEYOND _1 OPEN �._:_ - = ff _� _ _ - TUB I fill GRANITE CT BASE TUB CT BASE Ct -34SE Ct BASE CT f3A5E Ct k�3A5E Fr'Af~'IELE55 Ct �3ASE CT �3ASE 1.0001 ADJ SHELVES TOP LP DRAWERS GLASS SHOWER VENEER WITHIN LP DQORS AND DOORS, ADJ. LP DOOR DRAWERS SEE DETAIL SHELVES THIS SHEET GUI=��" GU�S�' GUST' (� air M. BAT' 4 A2 M. DAT'H A21 SAT H 1 A2 BATH 1 A2 ,4t I--I 1 az 5A�'1--I 1 �a� 5ATIH 2 AA2E34T -I 2 �� 54TH 2 w p WOOD CASING 5HELVE8 WOOD CASING WOOD CASINGF Q GI.UB/PAINT GLOB/PAINT GLUES/P,41NT ie VERTICAL 1 X 3 U 5X411 X 5/4" = L PICKETS 0 5" O.C. 32 OPEN Q 3) CASED m I 4 X 4 P05T I I OPENING WRAPPED LUV IX TRIM FLOOR FINISHED I I • • • `� 1 „511 --—3 -Q _ _ _ _ - HT WOOD GATE, SEE �2) S" X 24" DRAWERS, LWOOD BASE DETAIL THIS SHEET WOOD BASEAT ETAILWOOD BA5E -WOOD IVENEER PLY TOP SCALE 1/2" - 1'-0' A- 1(0.1 Lu / /2 EDGE (To MATcH FLOORING) A2 GUsT Roots A2 L.AN1� INC A3 PL�4'r'Roo '1 A3 PL,4YRooM A� 5EDROOM 2 A3 Sr-DRooM 1 -- _ -- - CERAMIC TILE GRANITE TOE' BEYOND d C= 2 X (o FRAME C(ON5TRUCT I ON i ® ' 1X6T G CONCEPT cv CONT COVE I , � CONT I X 4 TRIM � LP WOOD �\ �i ® LIOGHT, SEE E-2 1 ` TE 1 � ELEVATIONS DRAWAND � � E--3 FOR DETAILS � I DOORS WOOD MOULDING # 51 5CALE 1/4" = 1'-0' CONT 2 X 3 _all 1111 1111 II \� r DATE CONT 2 X 3, CUT 1 X 5ULLNa5E 02-21-04 TO FIT __ � - � TRIM A NET [DETAIL 1 COVE LlWr DETAIL 3 SHEET SCALE 3/411 W 1'-0' A- 1G�.1 5CALE 1 1/2" A1 � .1 BOARD 4 BATTEN OVER TYVEK VAPOR BARRIER 1/2" FLY &PEATPING BOARD 4 BATTEN OVER 1/2 GW5 1/2 GW5 TYVEK VAPOR BARRIER R-11 BATT INSULATION 1/2" FLY SPEATPIN6 2 X (o R-II BATT INSULATION 2 X ro MTL FLA6PING (3) 2 X 0 PEAR DER, SEE STRUCTUAL (3) 2 X 5 HEADER MTL FLASHINGCONT. SEALANT SEE STRUCTURAL CONT. SEALANT WOOD TFRIM :O 2664-P Lu 0 Q0 WOOD TRIM 0 26(o4-f=l PT 1 1/2" X 2" DRIP CAF� 4,R) c P e> 5/4" X 1/2" WOOD Z/ PT 2 X 4 WOOD TRIM IY PT 1 1/2" X 2" DPlf= C,,4f= 2 X 6 5/4" X 1 1/4" WOOD CASING PT 2 X 4 WOOD TRIM 1/41, SHIM TOP OF (L LLI JAMB EXTENSION PROVIDED WINDOW FRAME CONT. SEALANT <1 2 X BY CONTRACTOR TOP OF -Z cn DOOR FRAME JAMB EXTENSION Q 11 CASEMENT WINDOW 0 LL CL > IL JU 0) Z 0 1V HE AD FR-11 BATT INSULATION----------- BOARD 4 BATTEN OVER 1/2 GW5 ----------------- TYVEK VAPOR BARRIER ---------- 1/2" FLY SHEATHING THRESHOLD BELOW CONT, SEALANT (2) 2 X (o ILI DONT SEAL --�> - - - - FT 2 X 4 WOOD TRIM JAMB r=xTENelON IX TRIM :1 5/4" X 3 1/2 WOOD CASING CID uj C, 1/4" 84M tu 1/4" SHIM \-- CONT. SEALANT 2) 2 X (o I X 4 HP TRIM -9 JAMB EXTENSION PROVIDED—"� - ---------- BY CONTRACTOR C� E7/411 X 1/211 WOOD CASING— Lu 1/2" FLY 8HEATHIN6 Lu BULLNOSE SILL BELOW CASEMENT WINDOW z UA ( 1/2" GWE3 BOARD 4 BATTEN OVER dM4 w SILL BELOW TYVEK VAPOR BARRIER i R-11 BATT INSULATION o JAMB w JAM5 r WOOD TRIM BEYOND WOOD CA51NG BEYOND ill IV CASEMENT WINDOW 5/4" X 51/2" WOOD C46ING --"i PT TRIM BEYOND FT 2X WOOD SILL WOOD BASE #22232-GB 5/4 CLAD DOOR �,/4" BULLNOSE SILL TRIM BEYOND LLI DRYWALL 5ToF CONT. SEALANT tL FINISHED WD FLOOR 1/4" SHIM CONT SEAL (2) 2 X ro 2 X 16" OC, 1/2" GW5 5OARD 4 BATTEN OVER 3/4" A/C PLY 5HEATHIINGR-11 BATT INSULATION TYVEK VAPOR BARRIER OVER (o' MIL VAPOR BARRIER 1/2" PL-T- SHEATHING FIN SLAE3 5ILL 6ILL DATE 02-21-04 rDOOfR DETAILS WINDOW DETAIL6 SHEET SCALE 3'1 = 1'-0, SCALE 311 = 11-011 (CONDITION A,T WOOD FLOOR SHOWN) (CASEMENT WINDOW / 2x(o CONSTRUCTION SHOWN) 3 :;�JJAtIAApzz UA Q hl Be T WALL ------ JU /x r SEE GENERAL NOTES x \/X\\l aUMMIHR KITCHEN MMASI-SIR qSVRQOM ID < POOL < SCREENED OM > Ill , - \�� - - ____ , .. -- - — -- 1-00 0 x 14!f Lu Z 0 x Ul @ E (J) 11414 EKII pIL AllVAULT4 77P=7777r MT 0 A-s ED II..Iw2 8/12 cp$ - ---------- bps e x r`�T@ I "v -�14 @ ENTRY I X\ MT ENTRY 2 EE 81-1 4 a- J= I wl All WALL 6 4r X/ x lx� DRESSING ROOM ___J L--------J L------1, \,\/x A 4022 x l NEW ROOF"X\ TTF1 qq ABOVE -- L- ---J J L ----- A - A A Xp F1 4— 11 q, J__ CKE I&) CLOS& �AST I GARDEN X 16STI 1" 1 66'2 11 r,71-1777777 /A\ �-1 4 \X/ Pill M�i XIST W4 COlrqf EXIOW-1 ROOF CONSTRUCTION CEILING FAMILY ROOM i i I --1 L��a To X 2. 1 1,' LAUNDRY DRIP I's x t" SEE 11 1 !ttLF.V. +4JA A ELEV. 49A j ------ L,----- - DRY x 71w/ ELEV. 40.10 Ir------i i r- ELEV. 4 4SAO _9XI5 a -—12" BORDER 4 7 11 1 1 I I 11 WINDOWS INEW il j 13REAKPAOT AT.3.15j12 17 I`_____4 l z x - ------ QTJ f ......- Ti 17-1 VLEV. +18 UP DINING ROOM MANWET,SEE 15LXIBTING 1 400A PANEL Il X 1510 _T DETAIL I/A-15 LIVING ROOM -2 X 6 ❑ 2 X 4 FRAME ELEV. 4 40.5 11 _-L ELEV. roolv 1 0 11 WD CT Ill 1 1511 x 1810 -TION, 15RDROOM 2 CONSTRUCTION, 2V4 X 12 Typ EXISTING '10402 ELEV. 4�,O.00 I III$x 1511 VILINK III 3tIDG 111 BATH I I EKI e19 3EAM ABOVE SEE A-& 2)2 X 12 FLITCH omm Anol A OT XTEND--N 141, BA I- CHI�N PLAYR400M CPT III 1113 X JIV4 II F32 A O F T-1 25'1 X 123l 4 LANVW �EXIOTING 111 0 5)1B 1/2"OHIELVV5 HEARTH I W(__c N ,, cAE3 r------- 6 z /4 SxI6'rIwG ROOF CONSTRUCTION ....... w C '15 . @ @ AH CL <) MEICH IsIl 1. 3 CASED (9 12 �--31/401 X tv U021 33 OPENING SX4AUSTLINE Oil 2)2 X 12 SYP 02- 49 8' HT MEOW 4 FAIN W RAIL DRAWERS BEAM ABOVE 5 SEE A-16 69LOW FOYER 1�0 ____ __ --- BEDROOM I EQ ------ 12'8 X 14'3 25 STUDY +ELEV. 50.0 w me .EV.4 41)30 5 3)4"T ELEV. �500 EL u I/ R 1.3) BATH 2 I 65��v A 13 I 26 I _=n GUIEOT ROOM 26 'T"I ❑ 4(�� 0, LI WTP4 ll 11115 X 14'0 21 (D ;A @ 6A H Z I L--J SW GA --JNEW Ill U RAGE 21 1 20,&x Ill 4 K,,8 5ill PECK AT EJ AT 8 1 ML L 0 ED DOOR A SHELVE PATTERNPN4 bin OVER 411 coNc OLAD, 5)12" X�/4`fl WITH HERRINGBONE +ELEV. 4 49.80 I A A-Iv 130 A 241- 9.C,SS A-11 ....4411 4 X&13RI DECK OVER 4"col SLAB, WITH 1-ERRI B III IIIT - FATT RN A A-13, � �,,, � C �� OO � J�1 �1 � �;� �� 0�1 �L_ O� L� �� SCALE 1/5" = 1'-0' SCALE 115" = V-0' EXISTING ADDITION EXISTING ADDITION r-IR5T I=LOOR 1518 G5F F:IR5T FLOOR 695 G61= r-IP,5T FLOOR 15I8 GSP FIRST r-LOCR (ol G5F SECOND FLOOR 1141 G8r- SECOND FLOOR 1121 G6r- SECOND FLOOR 1141 G5F 5ECOND FLOOR 1121 CSF TOTAL 2665 GSt= TOTAL Ialb GV= TOTAL. 2665 G5r- TOTAL 1516 G81= HEATED/COOLED HEATED/COOLED HEATED/COOLED HEATED/COOLED GARAGE 650 G5F SCREENED ROOM 301 l GARAGE (o50 G5F SCREENED ROOM 301 G517- DATE EA5T TERRACE 481 G5F 5ALCONY 61 G5F r=.45T TERRACE 481 G8F E34LCONY 51 G6r- 02-2-1-04 W56T DECK 59 GSP GARAGE 25l G5F QUEST DECK 59 G8 : GARAGE 25-1 G5F POOL DECK 1509 G5F POOL DECK 1509 G5F SHEET Wr=5T DECK 150 55f= wr:5T DECK 50 CSF A - N 6 � 0) ~ o 5 fu � zQ U � u � EXISTING WALLS TO BE REMOVED AS EENTIRI-= Ro FD q. q AND FOUNDATION RIDGE BEAM BEAM RIDGE TO BE REMOVED I r----- -------•-----+--------� ------------ -------_- I I I I I I^ 7151iALL DOORS TO— BE REMOVED I I I I I I i SXISTING FOUNDATION ---6 X IS PARALAM I AND ROOF To BE 1 BEAM TO BE I REMOVED,COLUMN REUSED,BEE I I POSTS TO REMAIN A-10 � I 13 D DEl i EXISTING I I i WINDOWS IN I I 15REAkPAST Y AREA TO I99MAIN I I I EXISTING WINDOW I I TO REMAIN II I II I I —ALL WINDOWS TO ALL WINDOWS TO BE REPLACED 13E RRPLACED II UNLESS ❑ I II FF OTNER1U18E 1 I INDICATED IINA EXISTING GARAGE I I I DOOR TO BE I 1 I REMOVE EXISTING REMOVED e 1 1 I FIREPLACE BOX, FFA REPLACED I I I ToN 1E RREPLACED 10TBEWR- PLACED I I I W L11 EXISTING WINDOWS I I TO BE REMOVED RIDGE -- LA L.J Ljf U PATIO TO BE REMOVED DN d)6 R i m 1121 013 WALLS TO E3E __--- ------ ® IJJALLS TO 5E REMOVED REMOVED 0 EXISTING WALK 7O BE IQI=MOVE ff iu tL EXI5TING �X15TING F- 1 &T DOOR FLAN (% & COT LOO FLAN = EXISTING SCALE 1/8" = 1'-0' -- EXISTING SCALE 1/5" P-0' FIR5T FLOOR 2401 G5F FIRST FLOOR 2401 G5F 5ECOND FLOOR 1141 G5F SECOND FLOOR 1141 G5F TOTAL 3545 G5F TOTAL 3548 CSF HEATED/COOLED HEATEID/COOLED GARAGE 650 G5F GARAGE 650 CSF EAST TERRACE 451 G5F EAST TERRACE 481 G5F MH5T DECK 59 CSF WEST DECK 59 CSF DATE 02-21-04 5NEET A - 1c� � I a j � ) L__.! i .. ._ _ � I FAMILY ROOM I ' 37(42") MATCH LINE SEE SHEETELECTRIC PANEL MP 3REAKFA5T MATCH LINE SEE SHEEN' E-1.1 FOR ELECTRICAL METER I E-I.1 FOR ELECTRICAL PANEL LI PLAN CONTINUATIONi i -� i R 1000W PLAN CONTINUATION . L_ Iuz F. r ` 150mW "DCCJ 8 �12" 23 23 .. I 218 41 �� I 0 TV SW CQ 1 I REP _ L 3 .. 'P I P 35 35 1 m Q1 'd INE 600111 - -� -- .�. } 1m - _ _ _.._.. - - 5 , ELECTRICAL <E"r" � �` TO cooLER G ❑ ._ DOOR OPENER _I_ 1 � 3mmW ` <ITCHEN � � JUNCTION BOX � p i Fm 12(30 ) 12(30 (L w Q �- J ICS' O - -•- MALER FUTURE PAN STEEL BOX 1 IS O N P ® EXHAUST PAN to F P ! 3 3 N 5 13 U. I8� I PENDANT GARAGE DINING ROOM A A ]J_ MIC"AVE �� 1 rI 4 WAR 11NG SURFACE MOUNT HA (0 z (� _. 1 J j]tD DRAWER C C G SW 1=3 � WC q lu O (y 1 i ITT RECESS DOWNLITS 1Q 5 n NLE 8 T U U u- 2 � - caatro 31 � .r - t.._. .,T 0 _....... _._ .... .... .#. .:UC* , ..... � 5 x 40(42") W 5 � ��' ® RECESS WALL WASHER 1. . _.._ 27 22 20 (-- v ..9... — 7 '299 7111ii O J 600W UU TIME CLOCK - TOW, WaDm (RECESSED) E3 A 3,'1a TV BW 29 300W �,%/D J WP WP GG 29 I - -- .- WALL MOUNT 21 211 J 27 3't 1 7 35 ( � 5 5 5 - -- ROPE LIGHTING PC Li TO a � � E3LOLU - -. � 5 IF-LOOp / 5 0 FLUORESCENT FIXTURE 23 uJS...., ) a3 CIRCUIT ---.._ ._ ----- 12 11 ( _ ---- - - 29 I 31 '4 DUPLEX RECEPTACLE � I/ DUPL8X ABOVE COUNTER a3 5 53 gS I r-OYER LIVING ROOM 23 23 CI UIT NUMBERS TYP. 5TUDy 90raw DUPLEX RECEPTACLE TO TIMER 23 OF I t AND 2nd FLOOR 35 WP CDO � I/2 SWITCHED TQ J 1 i MP-3 REP RTO NOTE #z 29 2S 25 3I 3I 35 z z � GPCI RECEPPACLE DOOR 2-3 3R 1 1 - - - - - -- --- _.._ - --�_ r `2- -� ` _._-- ..--_._ -- -- - -- - -__ - O 30 r r ._. _ _._ - -- -__ _ .. gwf= T ' F � F= -- RANGE OUTLET - 60A 120/240V 21 2WP 21 TO LAND5CAFE CIRCUIT 3I 31 wP []5W STRUCTURED WIRING, OUTLET BY OWNER CLL K U > TELEPHONE OUTLET, WIRING BY OWNER NEW GARAGE EarV TELEVISION OUTLET, WIRING BY OWNER JWP _...._ -._..... .._ _ PL WITH MOTIONPLOOD ON MER DETECTORIT AA 35 . . r -- - -- --- FL t _ -� _� $ SMOKE DETECTOR/ALARM (SEE NOTE 01) DRYER RECEPTACLE - 30A 120/240V PARTIAL 5 SWITCH (LUTRON) f= IfP,,&T F ELECTfRIGAL FLAN S3 3-WAY SWITCH (LUTRON) ^� \ SD SLIDE DIMMER 9I,ZE AS SHOWN O SCALE 1/4" - 1'-0' -- - - CSEE E-1.1 FOR CONTINUATION) . .------ -__ _._-. $3D3-WAY SLIDE DIMMER (SIZE AS &HOWN) � 2 p-,3R ❑-1 DISCONNECT SWITCH, 2�,3R INDICATES u I SMOKE DETECTORS/ALARM (let AND 2nd) SHALL 5E INTERJIRED. 2 POLE, 30 AMPS, FUSED, WP HOUSING IF ONE 15 ACTIVATED, ALL WILL Go INTO ALARM. 2� a DISCONNECT SWITCH, 2-p- INDICATES "'2 CIRCUIT NUME3ER8 TYPICAL FOR let AND 2nd FLOOR, UNLESS 2 POLE, 60 AMPS, NON--FUSED V PANEL 'L1 ' CIRCUIT BREAKER TYPE SHOWN WITH PANEL DESIGNATION, SUCH AS DESIGNATION 'MP', SURFACE MOUNTED 120/240 VOLTS 1 PHASE 3 WIRE ALL OTHER CIRCUIT NUM5ER5 SHOWN ON Ist FLOOR ARE �A HQMERUN TO PANELBOARD N0. of ARROWS SQ. 'D' TYF E LOAD CENTER 200 AMP MAIN LUGS ONLYINDICATE THREE CIRCUITS, DASHED LINE INDICATE SERVED FROM PANEL LI AND 2nd FLOOR FROM PANEL 'L2'. 4 CONDUCTERS, NO DASHED LINES INDICATE H CKT DESIGNATION CIRCUIT KVA KVA CIRCUIT DESIGNATION CKT A TWO CONDUCTOR CIRCUIT WITH GROUND MP No. BREAKER BREAKER No. PANEL , GOND POLE TRIP TRIP POLE COND AHU AIR HANDLING UNIT 1 LTG -- GARAGE 12 1 20 30 2 10 WATER HEATER 2 SURFACE MOUNTED CIRCUIT BREAKER TYPE CU CONDESNSING UNIT 5Q. 'D' TYPE LOAD CENTER 120/240 VOLTS 1 PHASE 3 WIRE LTG — DINING, KITCHEN 12 1 20 30 10 4 100 AMP MAIN LUGS ONLY CLG CEILING 5 LTG — STUDY, FOYER, BREAKFAST 12 1 20 15 1 14 WATER SOFTNER 6 CIRCUIT BREAKER TYPE CKT CIRCUIT DESIGNATION DI$P GARBAGE DISPOSAL 7 LTG — LIVING ROOM 12 1 20 20 1 12 KITCHEN APPLIANCE 8 SURFACE MOUNTED PANEL 'L2' MP No. BREAKER 9 LTG - PORCHES 12 1 20 20 1 12 KITCHEN APPLIANCE 10 SQ. 'D' TYPE LOAD CENTER 100 AMP 120 VOLTS 1 PHASE 3 WIRE MAIN LUGS ONLY POLE I TRIP IFRAME WIRE GRND LL 11 LTG - FAMILY ROOM 12 1 20 20 1 12 KITCHEN APPLIANCE 12 1 2 200 200 3#3/0 #6 PANEL L1 DW DISHWASHER CKT DESIGNATION CIRCUIT KVA KVA CIRCUIT DESIGNATION CKTGFCI GROUND FUALT CURRENT INTERRUPTER 13 LTG -- POOL AREA 12 1 20 20 1 12 WINE COOLER 14 No. BREAKER BREAKER No, 2 2 100 100 3#1 #8 PANEL L2 15 REC - SCREENED PORCH 14 1 15 20 1 12 REFRIGERATOR (KITCHEN) 16 COND POLE TRIP TRIP POLE COND 3 2 30 60 2#10 #10 GOND UNIT #1 WP WEATHER-PROOF 17 REC — FAMILY ROOM 14 1 15 20 1 12 ICE MAKER 18 1 LTG — MASTER BEDROOM 12 �1 20 15 1 14 REC -- BEDROOM #2 2 * 4 2 30 60 2#10 #10 COND UNIT #2 WH WATER HEATER 19 REC -- FAMILY ROOM 14 1 15 20 1 12 MICROWAVE 20 3 LTG -- MASTER BATH 12 1 20 15 1 14 REC -- BEDROOM #1 4 * 5 2 30 60 2#10 #10 COND UNIT #3 21 REC - GARAGE OPENERS 14 1 15 20 1 12 WARMER DRAWER 22 5 LTG - PLAY ROOM 12 1 20 15 1 14 REC -- PLAYROOM 6 6 2 45 60 2#8 #10 AHU-1 PLUO FLUORESCENT 23 REC - GARAGE OPENERS 14 1 15 20 1 12 WARMER DRAWER 24 7 LTG -- GUEST BEDROOM 12 1 20 15 1 14 REC - GUEST BEDROOM 8 * 7 2 45 60 2#8 #10 AHU--2 PC PULL CHAIN 25 REC — GARAGE OPENERS 14 1 15 20 1 12 GARBAGE DISPOSAL 26 9 LTG — BEDROOMS #1 & 2 12 1 20 15 1 14 REC — MASTER BEDROOM 10 * 8 2 45 60 2#8 #10 AHU-3 _ RlwF REFRIGERATOR 27 REC _ DINING ROOM 14 1 15 20 1 12 DISHWASHER 28 11 CLOTHES WASHER 12 1 20 15 1 14 REC DRESSING ROOM 12 9 2 60 60 2#6 #10 COOK TOP 29 REC - STUDY 14 1 15 30 2 10 POOL EQUIPMENT 30 13 CLOTHES DRYER 10 2 30 1 15 1 14 REC — MASTER BATH 14 10 2 40 60 2#8 #10 DOUBLE OVEN 31 REC - FOYER 14 1 15 3O 10 32 15 10 30 20 1 14 REC - MASTER BATH VANITY 16 11 2 30 60 2#10 #10 POOL EQUIPMENT 33 REC — LIVING ROOM 14 1 15 20 1 SPARE 34 17 WATER HEATER 10 2 30 15 1 14 REC — MASTER BEDROOM 18 * 12 2 60 PROVISIONS 35 REC — LIVING ROOM 14 1 15 20 1 SPARE 36 19 — 10 30 15 1 SPARE 20 13 2 60 PROVISIONS DATE O2-21-04 37 REC - LIVING ROOM, BREAKFAST 14 1 15 15 1 SPARE 38 21 SPARE -- 1 20 PROVISION 22 14 2 60 PROVISIONS 39 REC POWDER ROOM VANITY 12 1 20 15 1 SPARE 40 23 SPARE -- 1 20 PROVISION 24 TOTAL KVA NAS SHEET TOTAL KVA NA 10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING TOTAL KVA NA 10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING 22,000 AMP, RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING * PROVIDE ARC-FAULT TYPE CIRCUIT BREAKER � � 1 ELECTRICAL <EE' _ _ ROPE L IGNT CAST SEAT (SEE 0 O JUNCTION BOX DETAIL) - __-- ROPE LTG J ® FUTURE FAN STEELBTO TIME oX ® EXHAUST 1~AN JI DETAI - PENDANT `T' SURFACE MOUNT I I� FO REGESS DOWNLITE U TC I NIi LT I.IJP: 9 I ....... � NU,REGESS WALL WASHER zQ7 UPTIME CLOCK - TORK W200 (RECESSED) 4211 411 tu WALL MOUNT 15 ROPE LICnHTIN z 11 5CREENED ROOM � - o IL kn FLUORESCENT FIXTURE w DUPLEX RECEPTACLE wP 14 lu -1 DUPLEX ABOVE COUNTER DUPLEX RECEPTACLE 53 I 1/2 SWITCHED j p ULL Gr-GI RECETPACLE RANGE OUTLET - 60A 120/240V 92"� 15 h 9,92" TO FLOOD ' LIGHT ON C]gW STRUGTURI=D WIRING, OUTLET BY OWNER \ l,U '" 55 � Igo 1' Y p TELEPHONE OUTLET, WIRING BY OWNER n r--ITV TELEVISION OUTLET, WIRING BY OWNER �__ ENTRY 2 ---_ 9 17 ENTRY 1 r-AN� -_ _. 13 _ 13 .._ 13 PL FLOOD ON PHOTOCELL CIRCUIT 19 I1 5 1 RECE88ED POOL 92" II SCRF-ENECD OOM / // INBTALIGHTB PROVIDED AND INSTALLED BY POOL O SMOKE DETECTOR/ALARM (SEE NOTE "1) "`---- }1. ` L._. _... _. 5 ,�� / CONTRACTOR ® DRYER RECEPTACLE - 30A 120/240Y ME 1 A g SWITCH (LUTRON) EQUIP WP 5 3-WAY SWITCH (LUTRON) ROOI"fl S r � � �...iTV W II W , 5p SLIDE DIMMER 81ZE AS SHOWN 2 30 ,3R (TVP. FOR 3) - -_'.._1/ -_j � 94 ii 8 94" 1 19 ii ` I 53p3-WAY SLIDE DIMMER (SIZE AS SHOWN) MP-11 � � POOL . _ .. � ,4 A 14 2 30 ,3R ❑-a DISCONNECT SWITCH, 2 30 ,3R INDICATESG2P1' 2 POLE, 30 AMPS, FUSED, WP HOUSING --- II Ii II I 15 13 2 d []-J DISCONNECT SWITCH, 2 Q INDICATES -- - - %, z z 2 POLE, 60 AMPS, NON-FUSED Lu COND ill r HCMERUN TO PANELBOARD N0. OF ARROWS 2 ----. _ I TvCJ INDICATE THREE CIRCUITS, DASHED LINE INDICATE MP-4 SWC 4 CONDUCTERS, NO DASHED LINES INDICATE ,I�S' 9 1 A TWO CONDUCTOR CIRCUIT WITH GROUND i uP 14 17 . CONN I.I I u n I� PSAN // 13 To LANDSCAPE LTG 1� j AHU AIR HANDLING UNIT3 I TO FIXTURE j � � / / SWITCH IN FAMILY z OOM z CU CONDI=8NSING UNIT MP-5 BOVE / CLG CEILING I9 j / i Q� WP 19 DISP GARBAGE DISPOSAL A A A Lu u_ DW DISHWASHER 11 II II 9,1 a8 / 1 - -- - G1'CI GROUND FUALT CURRENT INTERRUPTER I i tr -r=7- 1 _.. _._ MATCH LINE SEE SHEETMATCH LINE SEE 8H4E T T LAN175CAP5 WP WEATHER-DROOP E-1 POR ELECTRICAL EAI" ILY ROOT"I E-1 i=CR ELECTRICAL WH WATER HEATER PLAN CONTINUATION 19 5 TO POOL LIGHTING lil PLAN CONTINUATION U 1,92" 1� I i c I� .� 9192" 19 I!' 1,92" 1,92" I ( \ FLUO PLUORE5CENT EI l!' "9D53D "P ... �._..- - - r I - _ PC PULL CHAIN lI... I , �.._ � -... .__ ._ _ - -- -- ------ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - I , r' I I I" I � P I rI REP REFRIGERATOR01 CJ 300W 3 OW 6@@W LOAD CALCULATION: LL LTG - 4,500 SQ FT x 3.0 VA = 13,500 VA FIRST 10,000 VIA @ 100% = 10,000 VA LTG (GARAGE, PORCHES) - 1,208 SQ FT x 1.0 VA = 1,208 VA REMAINDER @ 40% = 37,189 VA LTG (LANDSCAPE) - LOT 2,000 VA - 2,000 VA A/C @ 100%, 3 x 4,462 VA = 13,386 VA RANGE - 1 x 3,000 VA -- 8,000 VA STRIP HEAT @ 100%, 3 x 5,000 VA = 15,000 VA DOUBLE OVEN - 1 x 9,600 VA - 9,600 VA TOTAL = 75,575 VA MICROWAVE - 1 x 900 VA - 900 VA WARMING DRAWERS --- 2 x 1,500 VA 3,000 VA WATER HEATERS -- 2 x 4,500 VA - 9,000 VA DISHWASHER - 1 x 1,500 VA - 1,500 VA AMPS = 75'575 VA = 314.9 AMPS GARBAGE DISPOSAL - 1 750 VA - 750 VA 240 V ICEMAKER & REFRIGERATOR - 1,200 VA + 1,200 VA = 2,400 VA WINE COOLER - 1 x 800 VA - 800 VA APPLIANCE CIRCUIT - 4 x 1,500 VA - 6,000 VA CLOTHES WASHER - 1 x 1,500 VA - 1,500 VA DRYER -- 1 x 5,000 VA - 5,000 VA - DATE POOL EQUIPMENT - 1 x 5,000 VA = 5,000 VA i02-2-1-04 A/C HEAT PUMP (2 1/2 TON) - 3 x 4,462 VA = 13,386 VA r` P�R'TI,4L AHU FANS (1/3 HP) - 3 x 828 VA - 2,484 VA / ELE I /� �I SHEET KITCHEN EXH HOOD - 1 x 828 VA 828 VA �\ STRIP HEATERS -- 3 x 5,000 VA = 15,000 VA - >�.___..� SCALA 1/4" = 1'-O' 25% LARGEST MOTOR - 1,116 VA SUBTOTAL = 102,972 VA I I AA - __-------------__ PL I L2 101,84 10 EE a MUD 3 3 CU w/ C-cND I it SER/ICE CA5LE ROOM I lm I 14 I i � �.11 Im MASTER I I P�C7 fi�OOM , KE *T-' I I J 1 ELECTRICAL � � �/� cu w/ CxN17 I � . , :. I I I SERvIcE CABLE METER \ i--=:';f y _ .. JUNCTION BOX ANI u o 0PUTURE PANE PANE // PAN 5T5E!L BOX MP L1 1—� I N cfJ (51 10 EXHAUST PAN II OVE ---- 1 14Qq a f)C LIGHTING i CC � PENDANT <1 al Z WP i ' 0 SURPACE MOUNT I- To POLE AS DIRECTED-- pp LIGHTING la L . 5Y JAX E3EACH UTILITIES la ►8 Q al/0 Cu ROUND D� � � �' QC (2) 303/0 THwN I I S D S ® RECESS DOWNLITE N O } CU IN 2" C. NEC, SECTION 250 __. . l _._ _ _._ _ _ _ - ..- ------. A _ 14 I is RECESS WALL WASHER uf A 1� PROVIDE tc TIME cLoc1[ - TORIC Wzmro (REcE55eD) 1 14 W ATT iC LAMPHOLDER 4 5WITCI--1 0 ATTIC O QL �i__:I_ 1� P f AHU-I i WALL MOUNT N O V _ — - ROPE LIGHTING SCALE: NO SOLE - : ` _..�::__:..: 12 MP-6 l PLUORESoENT PIXTURE A 1 ,4 II / DUPLEX RECEPTACLE I pfi�ESSINCx 12 DUPLEX ABOVE COUNTER i I 1 ROOM 12 TC"7 II UNDER tY DUPLEX RECEPTACLES I/2 SWITCHED _ .. A 3 C,4 . ._ . .. . BW 6PC1 RECETPACLE �ELO 3 Pu._ RANGE OUTLET - 60A 120/240V STRUCTURED WIRING, OUTLET BY OWNER F 3 12 3 I p TELEPHONE OUTLET, WIRING 5Y OWNER \ / 5 [3tY TELEVISION OUTLET, WIRING BY OWNER 12 { ) I PLOOD ON PHOTOCELL CIRCUIT 3 ® SMOKE DETECTOR/ALARM (SEE NOTE 01) Imo; DRYER RECEPTACLE - 30A 120/240Y LAUNDRY j S , ' S SWITCH (LUTRC7w A 12 5 3-WAY SWITCH (LUTRON) LLI i 3 3 14 CJp SLIDE DIMMER SIZE AS SHOWN II i S 3-WAY SLIDE DIMMER (SIZE A$ SHOWN) 13 1IL 2X,3R OJ DISCONNECT SWITCH 2-, 3R INDICATES O LLI 2 POLE, 30 AMPS, FUSED, WP HOUSING PANEL I , 6 5,`I2"iL 5 I>", I 2 2 2 � DISCONNECT SWITCH, 2 Qp INDICATES _Q 2 POLE, 60 AMPS, NON-FUSED I i � � 5,-I .•IL ---_= - SS AI I \� E3ElafR001"1 2 O I e PP " z wpmHO ERUN TO PANELBOAR 0 ROWS / -- - - INDICATE THREE CIRCUITS, DASHED LINE INDICATE PLAYROOM '- _ I 4 CONDUCTERS, NO DASHED LINES INDICATE LINK 5 14 5 TV F_9W 5 GPI �AtN 1 ro g .M I- 2111 p5 j l` ` A TWO CONDUCTOR CIRCUIT WITH GROUND i tu ,A �, 5 1 o A / 5 I , Awu AIR HANDLING uNlt (Q I4 rr l I S 5 ►l .r... . - Cu COND55NBING UNIT \ iI 14 ` P�,N �0 .. .._. M - I ATT z I=ANI / t- l. _ f [ 1 cH11 E .�' S3 9 .a cLG CEILING ._� LANDING �z t DISP GARBAGE DISPOSAL {- T \ L PC 1� 9 I DELL TO CHIME, D&� �,` / z DW DISHWASHER 2 TV GPCI GROUND PUALT CURRENT INTERRUPTER I I � TV SW \ -. . . B S 5p�D WP WEATHER-PROOF WH WATER HEATER ' I \ s luu 8 r 4 `} PLUO PLUORESCENT LLI \ B IBJ LIQ) Ruu D� PC PULL CHAIN UL \ ....i..__..Cl J . .. .. - � I RI=P REFRIGERATOR � I O S3 1 AlLou 4 9 21I 1 _ I✓AN \ 1-AN1 I ` tYSW L � j K.d k3EDRooM I �.D C�uEsT ,�, E3ATN 2 V `� BEDROOM \ u i Is _ 5 l ° 8,42" - o _a-- _ — --1_ _� I I r r - I- L �.. i , �. ., . . SCALE 1/4 = 1 _off-2 1M,a4 i I I I E - 2 *BY OWNER / INSTALLED BY CONTRACTOR LIGHTING FIXTURE S CEILING FAN(S): FAN 1 : 36" DIAMETER FAN 2: 52" DIAMETER LAM P U N TYPE MANUFACTURER CATALOG NUMBER SIZE QUAN . VOLTS MTG. HEIGHT REMARKS A PROGRESS P1 1 -TG/P6625-31 75W PAR38 1 120 CEILING RECESS REP: Rio-) ARROYO / 626-960-9411 QC Al PROGRESS P823-TG/P8028-60 13W 2 FLUO CEILING RECESS RECESS @ WET LOCATION O PRISMA / SESCO LIGHTING 646-4772 B PROGRESS P1 1 -TG/P6716-31 75W PAR38 1 120 CEILING RECESS WALL WASHER q �- REZEK/ ARTEMIDE / SALES 632-694-9292 (D p C PROGRESS P816-TG/P8037-31 MR16-50W 1 12 CEILING RECESS � (� D BY OWNER WALL MOUNT 72" AFF © WALL SCONCE EXT DINING WALL BRUCK/ 714...._.424-0500 RJLF / 888-404- 1900 -! +- E BY OWNER WALL MOUNT 72" AFF @ WALL GARAGE / EAST DOORS z „ TANGO LIGHTING 945-767-0100 F BY OWNER _ WALL 92 AFF WALL @ EAST PORCH 0 G BY OWNER WALL 92" AFF © SCREEN PORCH ' H BY OWNER PENDANT SCREEN PORCH J STD 8 2- LAMP FLUO 2 120 CEILING GARAGE / NEW GARAGE K STD 4' 2-LAMP FLUO 2 120 CEILING NEW GARAGE L STD PORCELAIN LAMP HOLDER 10OW A19 1 120 CEILING MOUNT LB PM LIGHTING PM3A35NSP MR16-35W 1 SURFACE RECESS WELL LIGHT LC PM LIGHTING COPPER BULLIT MR16-35W 1 LANDSCAPE TREE LIGHT N BY OWNER 10OW 1 120 PENDANT DINING ROOM Q BY OWNER 10OW 1 120 PENDANT KITCHEN R BY OWNER 10OW 1 120 PENDANT BREAKFAST T BY OWNER 1 120 WALL MOUNT 72" AFF © POWDER ROOM U BY OWNER 1 120 PENDANT ENTRY PORCH W BY OWNER 1 120 WALL MOUNT 94„ AFF @ FAMILY ROOM EAST WALL X BY OWNER 1 120 WALL MOUNT 72” AFF © EAST POWDER ROOM C Y BY POOL CONTRACTOR POOL RECESS O Z PM LIGHTING PM 7 1 12 LANDSCAPE TRANSFORMER REQUIRED uu- AA PROGRESS FLUO 2 LANDSCAPE WITH MOTION DETECTOR �u BB PLATINUM LIGHTING INC 1 /2" DIA CLEAR 12V CONT 12 WALL RECESS TRANSFORMER REQ'D/SEE DETAIL E-- 1 . 1 & 1 /A-2. 1 u CC BY OWNER 1 120 WALL MOUNT 74" AFF © MBR BALCONY DD PROGRESS HIDE A LITE P7503-30WB 5V XENON 12V UNDER CABINET TRANSFORMER REQ'D - LENGTH VARIES EE BY OWNER 120 WALL MOUNT 74" AFF © MBR EAST WALL FF BY OWNER 120 WALL SEE PLAN FOR MOUNTING HT GG PROGRESS P3526-60 10OW A19 1 120 CEILING MOUNT M, BATH WC L. HH PROGRESS P3526-60EB FB 32T8 2 120 PENDANT LAUNDRY - LL BY OWNER 10OW 120 WALL MOUNT 72" AFF © EAST PLAYROOM WALL MM BY OWNER 10OW 120 WALL MOUNT 72" AFF © BATH 1 WALLS RR BY OWNER 1 120 PENDANT STAIR TT BY OWNER 1 120 WALL MOUNT 72" AFF © BEDROOM 1 WALL UU PROGRESS P3622----30 7W FLUO 1 120 WALL MOUNT ABOVE DOOR COMPACT ELEECTfRICAL 5HEUL ,4T� VV BY OWNER 1 120 WALL MOUNT 80" AFF @ BATH 2 WALL 01�AT5D -21-04 gNE?r=T J03 Sad I)Z� i SHEARWALL SPECIFICATIONS REVISIONS BY SW---1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEA`f HING OVER 2"x6" MATCH LINE SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" 1v I o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL SEE S RUCTURAL SHEET S 3 7 HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT EACH END OF SHEARWALL SEGMENT, FASTEN THE HTT22 WITH 5/8"0 x 12" ANCHOR BOLT AND 32-16d COMMON WIRE NAILS. SW--1 (2)2 T- � �� x10 (2)2 x10 i -- - -� �-- � -- �� "-� R-' - f � "�� m - � ` SW-2 INSTALL 1 z CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" o.c. EDIGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL x �°x° II IN ERIOR SHEARWALL N IIS HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT16 AT C ! I 6x6 P.T. SYP No.2 POST N SW-4 EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT16 WITH F � w/ 1 pc SIMPSON ABU66 POST 18-16d1 COMMON WIRE NAILS. N 6 q ! BASE w/ 5/8"Ox12" ANCHOR ` S--2 / - ` S-2 ! BOLT INTO NEW CONCRETE SW-3 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" FOUNDATION TYPICAL SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" v O w� ABOVE i._ iI 3 LOCATIONS) O.C. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL N 22x8 I I 5 I t - L O O 5 II I i I HORIZONTAL JOINTS. INSTALL TWO PIECES SIMPSON CS16 AT S ' u ► ; EACH END OF SHEARWALL SEGMENT, FASTEN THE CS16 WITH CO N __- --� _._ S-5 _ __ __._ _AflO�/E__.-.__ _. __ 22-10d COMMON WIRE NAILS, _._ 111 0 - -- (� _�_______ ___. _.__ ._ .__.___ ____.__ ___.. 1 F cn I _--- __. I 3p�sj 2"x6" SPF No,2 j j ii j __..---_--._--.-.--...._.__._-._----._._..--.---__.._._....,_..... ._..___._..______..,.___._.____,. ___ J SW-4 INSTALL '/z" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER � x © STODS AT FLOOR I 1 N II I 6x6 P.T. SYP.-_NQ.2. POST_ .-_ ___.._.._....._..._---..___._....__..---_..__. .__. ..__.-----. . .._. __....._....___..__.._.__ .__..._._..._... .._ .._. ..__.. ______--� 2"x4" SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS v7 N NEW LOWER ,� » i ~ BEAM BEARING I ! _x �� ; w 1 c SIMPSON ABU66 POST 3" o.c. EDGES AND 6" o.c. FIELD, INSTALL SPF#2 BLOCKING AT z cn _. I I ! ,� ROOF / P 0 3 ^''--------------. I "�d 5" 2 OE I I BASE. DRILL 10" AND EPDXY I ALL HORIZONTAL JOINTS, INSTALL ONE PIECE SIMPSON HTT22 AT - � _., w r 3.5 11.87 I i 5/,,"`0x12"" h > EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH . w ¢ --a � _ - 1 PA 4LLAM PSL i 1 �� ! THREADED §,TrJ6-,j W z _© ¢ - - - - 4- EL_00;R._D_AM.-.�.__.�_.._.j I__._.__ ____ _ r' 5 8 x 12 ANCHOR BOLT AND 32--16d COMMON WIRE NAILS, -=. . I I INTO EXISTING CQNCIETE ` f� I / FOUNDATI N TYPICA �� j., I = z w o 2 LOCATI NS �- SW-5 INSTALL /2 CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER Q z w a 1 pc SIMPSON HTT22 2"X4 ,SPF #2 STUDS r� FASTEN WITH 8d COMMON WIRE NAILS 0 j =Co N I 2 i t », ! �, i Of Q i HOLD DOWN AT ISW--1 I �f I 3 o.c. EDGES AND 6 o.c. FIELD. INSTALL SPF#2 BLOCKING AT v¢ r`o x I �- i j i ALL HORIZONTAL JOINTS. INSTALL TWO PIECES SIMPSON CS16 AT �j ¢ w - INTERI S-2 ! ► I I INTESHERq LL I I I I ! I f� I i EACH END OF SHEARWALL SEGMENT. FASTEN THE CS16 WITH D o m O ;Q � I I I ! i Fn' C ! 22-10d COMMON WIRE NAILS. f� � '� w SW-4 n 3pbsl 2"x6" SPF No.2 I I I �..' i I W �U w lon' _ IJS-AT- FLOOR _ ._._.. ___ .__ __ __BEAM BE,4RfNG"_ t �� I .. r� _ z o- - - y �._.. ... _ - - - - _.__._.._...._.... _ - __._.... - -- .....__.. _- - ---- .. ...._.. - - --- I i_..... coSW-4 ;;! ABO�E 1 " J K �( � ' 0! 5W-# - INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE _j 't Y .... ...._. _._ ..._. , (I7 S"5 Q INTERIOR i I I I N i R�- ! i SHEARW i L 5 I I I ! x „ z cV "I S_ ! r I I N �� --- ` --._-___...__._. ....-__._-._..__.._.._..__._...__.; ! • - INDICATES ONE PIECE SIMPSON HTT22 vo ADD 1pc SIMPSON HTT22 HOLDDOWN I'I x III ' I ! _ 0 o I i 3.5">!11.875" 2.0E i I •� ! f.___._.__:__.._�____T :-:::_ .::w.::_�_::: _iEACH END KE�I+L...9_.x-.-.7_.._QH__GA. AGE �; N �� - --- { I ! -- INDICATES ONE PIECE SIMPSON HTT16 U PA�/�LLAM PSL I I �� ADD 1pc SIMPSON H 22_-H-OLDDOWI�--- , ; DOOR OPEN NG. DRILL 10 AND ',' N __ i � L-..-_-_-_ EACH END OF NE41W �OOR SUPPORT EXISTING LOWER ROOF , --FL-bOR-BE-Afv� - ____ I S - 1 °� - - - '� i l f i XX -� INDICATES TWO PIECES SIMPSON CS16 STRAPS EPDXY 5/8 x12 THREADED STUD „�- - -- - - I --' -^��;, BEAM. DRILL 10 EPDXY /e 0x12 INTO EXISTI G CONCRETE FOUN ATION "I INTERIOR SHEARWALL 3,51 x1.875 2.0E 3 PARALLAM PSL -4 THREADED STUD �AN NT EXISTING CONCRETE ` 1 , i „ 1 f ' Iii SW--4 ► ! FLOOR BEAM I S BELOW _ _ ( YPjIC L' 2 LOCATIONS) i.�-; ! ® - INDICATES THE NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE TYPICAL 4 LOCATIONS 1 r _ 1 __ _ __._� �_ . _ _w.Y _.._.. w . �_._�_�._.�_ .__�_ __.-__ -_ - ---- __-------- FOUNDATION N T 1 I i t...._..._.__....__............_.._ ------_.. ......._._.._.._--.----._....._........._.__..---_...._._..__.� OF THE WINDOW/DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT w r ___- ____ ._. r r c l .....__..._.---.---_.___.._. ....... .------._.---- ._.......�._.____.- STUDS EACH SIDE MINIMUM. 1 __ .__._..-- -..._._.._._.._...._ _i_.._.._.. _. -- ----- 1-- - -- .. T _ _ _-__--__-- t �. .�_ ,....�,- --- ._._.._._.....__..___-.r,`,+ � , NOTES: to F (2) x10 I _ 1 T- �' 's ! ' JT i �� I ADD 3 cs 2"x6" SP No.2 �� 1`~ 1) SEE DETAIL 1/S-1 FOR TYPICAL SHEATING NAILING PATTERNS. N x PLYWOOD S EARWALL I I ADD 3pcs 2x6 PLYWOOD SHEARWALL I P I ! ` 2 SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. ►� w I -� STUDS AT NEW FLO k BEAM ) O TO EXISTING TIMBER r,3 SPS No.2 STUDS TO EXISTING TIMBER I) WALL SEIE DETAIL i i AT EW FLOOR WALL, SEE DETAIL �,� BEARING i 3) PROVIDE A MINIMUM OF A 2 STUD END POST AT SHEARWALLS THE , 5-4 ( I BEI IN BEARING 2 S-1 SIMILAR �r I ; END OF ALL SHEARWALL SEGMENTS. 2/S-1!, SIMILAR BELOW I 1 " / 3pcs 1.75 x9.5 2.0E PARALLAM ; I 4 SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING (T � wEACH END) I'I PSL FLOOR HEADER BEAM w/ 2pcs _.r.1 ) " „ 0 II , - 1 „ „ �a WALL UMLESS INTERSECTIONS ARE SOLID 2 x4 FRAMING FASTENED EXISTING GARAGE ADD 1 c SIMPSON ADD CONTINUOUS 2 x6 PIT SYP N0.2 II I / x9 / FLITCH PLATES. ; ; " Q N „ P I I _ --- 8 2 c , TOGETHER WITH 1 Od COMMON WIRE NAILS AT 4 O.C. MINIMUM. � XIII I HTT22 HOLDDOWN I I BLOCKING TO SUPPORT NEW FLOOR BEAM , FASTEN TOGETHER w/ 2 ROWS ! ! AT FIREPLACE BRICK BEARING '' 1/2"0 THROUGH BOLTS CSD 24" O.C. BOUNDARY OF ROOF a- Q SHEATHING OR FLOOR _ 1pc SIMPSON � - 5.25"x16.0" 2.0E PARALLAM �' 1pc SIMPSON HGUS5.50/10 FACE ! j DECKING C) II < '�� I HGUS5.50/14 FACE ��---- `� PSL FLOOR BEAM �� MOUNT HANGER BEAM TO BEAM { ii ADD 3 cs 2"x6" SPF No.2 ( � .,_. ��:... ..,._. . _==-�-===w�-..�-.��-^�==-.�==�-:��-=� _-�� i p MOUNT HANGER AT i -- -" �� / CONNECTION SEE DETAIL 6/S-5 I ! EXAMPLE OF j` FULL HEIGHT STUDS AND BEAM TO GIRDER 1 ! -WAY--1- -� ri I I - PLYWOOD PANEL EDGE Q �J w ¢ a 2 cs 2"x6" SPF No.2 JACK TRUSS CONNECTION, I I I _. STEN EXISTING GIRIDEI �.____..-..._.._ w/ BLOCKING E 1 STUDS AT NEW Sox 700H I SEE DETAIL 6/S-5, I ` I TRUSS TO WALL FRAMAIN�G I'I ADD 3pcs 2"x4" SPF ( I I I WHERE REQUIRED / I I I ''' STUDS AT NEW FLOOR REAM I ' ! BY SCHEDULE � Z ¢ o . . :. . OR NOTES GARAGE DOOR OPENING SIMILAR I i SEE DETAIL 2/S--6. i BEARING � ` ` ' � � i ' ' � TYPICAL 4 LOCATIONS) I { CA D I I ! /EXISTING ' Lu z ( (TYPICAL END) I I� I TWO STORY j 1 NAIL SPACING AT Q LJ4. RESIDENCE ! I SUPPORTED D S ¢ U E GE ,I ADD 1 c SIMPSON HTT22 HOL DOWN SEE NOTES OR SCHEDULE _ EACH END OF SHEARWALL W--4 J '�� ` - I I �________ ��_ ..._._._____�_�_._.._____. f - --__i , EXAMPLE OF UNSUPPORTED Lv J C' -- -__.__,__._ . . w x 11 SEGMENT. DRILL 10 AND EPDXY E ADD 1pc SIMPSON HTT HOLDDOWN _--___ pzco N(.. /8 Ox12 THREADED STUD I - - n- UNBLOCKED PANEL EDGE. � z s I I EACH END OF NEW FL R SUPPORT - -- -- i PLYWOOD SHEARWALL + I s rr ! �.______.__._._._. ... ! UNSUPPORTED PANEL EDGE _ ,_,,,,J ,'7 III TO EXISTING TIMBER C t_-.___.--___.._.___.._._ BEAM. DRILL 10 AND OXY /8 Ox12 I ; i IS TYPICAL CONDITION (� ¢ f PLYWOOD SHEARWALL WALL, SEE DETAIL '-' �- - - ---_.--� THREADED STUD INTO ' ISTING CON CRETrf f' I --� I UNLESS BLOCKING IS Z TO G TIMBER I FOUNDATION (TYPICAL d LOCATIONS) -�-- 7� , I EXISTING S�MILAR 2/S-1 { I ! ; REQ'D BY SCHEDULE . 0 SEE DETAIL 2 ( i ; W I � WALL, _w__ .� _._.._._ _ .� .-----_---. .__.-_.._ _._ ._ ;--.. ___.._.._.. I ! OR N 0 TES 4 2/S_1 5-4 C _►- i '�--- -- ! I I ; STUDS, ROOF ,,..� Cn o VERIFY 6"x6" P,T, SYP No,2 �.. i ' I � I _. � ��-, NAILING TO TRUSSES, OR S-4 BELOW T ---}-- -, ' POST w/ 1pc SIMPSON ABU66 a ? INTERMEDIATE FLOOR JOISTS. BELOW T71- POST BASE. DRILL 10" AND I ' SUPPOR IS 6" X SW_4 (3 2x12 SW 4 EPDXY 5/8"Ox12" THREADED; O.C. MAX. UON N I �` STUD INTO EXISTING CONCRETE I) I �J BEL° 4 FOUNDATION. FASTEN w/ 12--1"'d I INAILING PATTERN FOR SHEATHING - �. NAILS (TYPICAL 2 LOCATIONS, () - ( ON ROOF, FLOOR, AND WALLS _. . w - ----_ _.. _.. .. -------..__._. -----.--.�_. ri C_! _____.-.___-. _._.._.-.__-- _ -_. _�- _.1 v___WI__..____._. :. -.L_ ,.____. x ;�___...____..___ _� .._ w Tar �:.- ._.._.._.._.....__.. :..- N w „ 1 pc SIMPSON STHD14 EMBEDDED STRAP AT N -. a` --. r - � D ETA I L EMmil POCH SIDE OF GARAGE DOOR O 'ENING. SEE I I f I 1 0) � w II i DETAIL 4/S--6 (�YPICAL 2 LOCATIONS) cn i � S-1 SCALE: 3/4" = 1'---0" :x < 0 �� 1 I ► / EXISTING FRONT ENTRY I � ¢ �� , I 1pc SIMPSON HTT22 I to Lq 0- m II 3 TYPICAL HOLD DOWN AT t'SW-1" ` IF NO ANCHOR BOLT IS LOCATED AS �� ! 1pc SIMPSON HTT16 i SHOWN, PROVIDE A 1/2"0 EXPANSION Q S-2 H�LD DOWN AT �'SW-2" I I r � __.�_......_______._ I C } BOLT w 51/2 MIN. EMBEDMENT » >, ,> " » I_._ _._..___-_._ 1 ADD 2"x6" SPF No.2 w 2»C 2x /2» PLATE WASHER. ) (2)2 x8 (2)21'x8 (�)2 x8 I I / VERIFY 6x6 P.T. SYP No.2 pr�._.� �. _._�.._ . , _.� _ � BLOCKING A5 REQUIRED POST w 1pc SIMPSON ABU66 » „ V' SW-2 2n SW-2 I 0 SW-2 � a SW--2 2"x4" SPF N0.2 / P y�j K: `vr, ter, 2x6 PT. SYP N0.2 POST BASE. DRILL 10 AND Is, ` r. STUDS @ 16 O.C. ✓ �,' �'' r�' ` f � ,il � SILL PLATE EPDXY 5/8 0x12 THREADED F r, , r �' .l » » { � ,x 2 x4 SPF 1 STUD INTO EXISTING CONCRETE �` / , v �, h , < , � � c � ;, .; ✓ DRAWN FOUNDATION. FASTEN w 12-16d .,� ,f�. „ 2" 6" P.T. SYP No.2 MLC N 0.2 STUDS �,. �� " , ,�;' ,,`l. S-6 FIRST LEVEL SHEARWALL PLAN / r '�`�� `` / rte FASTEN TO EXISTING FRAMED WALL ICV C� 16" O.C. NAILS (TYPICAL 4 LOCATIONS) / y �� -'', `' y " r cH�cl(ED ABOVE � '��` �. ' h. » SCALE: 1/4" = 1 -0 r' ,� ��> r `� �,r1; , TIMBER ��FRAMED WALL 1 -0 6 CCK �..� y V � �'- K � 2x6 SPF No.2 STUD MAX. MIN. �..� A ,�-,�" 7 W/ /2 Ox6 LAG SCREWS BUTT JOINT DATE I ,4 , ;;V; , WALL FRAMING 02/27/04 1) ALL INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS SHALL BE CONSTRUCTED r � '� ` 'f`> j y w/ 2% WASHERS " PROVIDE AT A DISTANCE W DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS CD 16" O..C., AND 2' x4 _4_ ® 32" O.C. ® 16 O.C. SEE PLAN / OF NO LESS THAN 6" AND NO SCALE P.T. SYP No.2 BOTTOM PLATE, MINIMUM. AS NOTED 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2 OR BETTER, OR 2.0E PARALLAM PSL WOOD PANEL SHEARWALL, MORE THAN 12 FROM ALL BUTT Joe NO. AS MANUFACTURED BY TRUS JOIST, SEE PLAN. SEE PLAN AND SCHEDULE JOINTS IN THE SILL PLATE. E04-022 PLYWOOD SHEARWALL TO EXISTING TIMBER WALL SILL PLATE BUTT JOINT DETAIL "EST INDICATES INTERIOR BEARING WALL . w INDICATES HEADER BEAM 2 D ETAIL DETAIL Vk1 If 1C4 Ile 3 S -1 SCALE: 3/4" = 1'-0" �_iSCALE: 3/4" = 1'-0" : '�° �� SHEET 1 OF 7 l "kMAL LL .�' SIMPSON SPH4 AT 2"x4" BLOCKING AT ALL UPLIFT CONNECTOR AT REVISIONS BY EACH STUD TO HORIZONTAL JOINTS IN TOP AND BOTTOM OF 1 TOP PLATE WALL SHEATHING EACH STUD, SEE SCHEDULE BALLOON FRAME GABLE END w/ S-3 2"x4" BLOCKING AT ALL 3pcs SIMPSON CS16, 40" LONG 2"x6" SPF N0.2 STUDS @ 12" O.C. HORIZONTAL JOINTS IN WALL SHEATHING EXTERIOR WALL FRAMING � 3pcs SIMPSON CS16, 40" LONG , N MBE OF FULL j J/2" CDX PLYWOOD SHEARWALL H GHT STUDS i EXTERIOR WALL FRAMING 7SHEATHING FASTENED TO STUDS E H IDE OF 0 NIN SEE XX SW-3 XXO (3)�"�10" 3QXX SW-3 XX .�.._.., w Sd COMMON WIRE @ 3" OC ' _ .-.____ _--- - X _-.- _._.._._._...----�.- _--,�- I EDGE AND 6" OC FIELD HEADER, SEE SCHEDUL PIAN R X _. - CDX PLYWOOD SHEARWALL S ED LE X SHEATHING FASTENED TO STUDS I 1/2" CDX PLYWOOD EXTERIOR AND PLANS rf f,/r` r ,,/ � >/,!�/ _ _ 322 x8_� X ,� � / / _ �, I w f 8d COMMON WIRE NAILS @ j SHEATHING FASTENED TO STUDS X r✓%r r �� r�' EAC ION ANCHOR 3 ' OC EDGE AND 6" OC FIELD i i w 8d COMMON WIRE @ 3" OC HEADER STRAPS f r`/ / r r o , �� I'/ 5.5 x9.50 X '�� AC END 0 SHEA ALL A A ! ' l / Q 00 3pcs 2 x6 , ,,, ; x I , , I EDGE AND 6 OC FIELD �� 2.0E PARALLAM [�] EG NT A5 ERS EDULE /2 CDX PLYWOOD EXTERIOR WALL4 ' ! SEE UPLIFT SCHEDULE cn x SPF No.2 STUDS r cv � PSL RIDGE BEAM/,-, ,, U' I SHEATHING FASTENED TO STUDS ' ROUGH OPENING AS KING POST / / r,f r� �,� ± I „ O N TO RIDGE BEAM, � �/ ' /j} 2 ;I ; w/ 8d COMMON WIRE NAILS @ 1pc MPSON HITTJ6 i 2x4 SPF2 STUDS @ 16 OC r / r i 3 OC EDGE AND OC FIELD REAC ION H 0O N SEE ARCH X /SEE DETAIL 8/S-J;✓) S�--5 j 7 fig" f;/��'' f/'f i ,/ ,/�' r/ ,' I 2"x4" SPF#2 STUDS @ 16" OC EACH END 0 PHA ALL ; CLIPS OR / OSB SHEATHING CEILING X f f ,�� / ; , = :� .I SEGM NT AS ER ,S EDULE CRIPPLE DIAPHRAGM BELOW MASTER ] f o I j ! ; DOUBLE STUD EACH END HOLDDOWN AT STUDS U BEDROOM FLOOR FRAMING. /. ,> � .- II I DOUBLE STUD EACH END ! i 2 cs 2 6 SPF No.2 x I 1 OF SHEARWALL / r p ! OF SHEARWALL I FOUNDATION z FASTEN w/ 8d COMMON „ ,� --- �x , I STUDS AS VERTICAL c�i ! I SEE SCHEDULE w WIRE NAILS @ 6" O.C. % r r ^ II N ( �� FASTEN BOTTOM PLATE w/ I w ¢ / �� STRU TURAL MULL, ,� •� II EDGES AND 6" O.C. FIELD, r� 2 s SI ON CS 6 STR 5 OR I 2 ROWS 12d COMMON ! ( ! Ld ? C7 r/. ,/ / SEE ( TAIL 4/5-3 r i " .1 I I I SIM SON S F�4 T I EXTERIOR WALL w /2 x10 z w o 2 s SI ON H 24 TWI TED S APS II WIRE NAILS @ 8" O.C. , _ 0 � EA STJ �'0 / � "Ik/ ► II P ' ANCHOR��BOLTS @ 24" OC ~ J z u- N X ,/ r3�, ,r, 1 I! ADD 2 cs SIMPSON CS16 STRAPS BO OMP �E 1 ± Q z N 5-2' r � , o I II i ! I w/ 2x2 x /a PLATE WASHER ¢ j 0 - ',/; ; / ABOVE S---5, .-- ii I I I I ¢ U cD ►o ii N ' , /TYPICAL/// ' Ir/ / /�x ± ( I I ' II LOWER LEVEL x x x k x_rLATERAL SHEAR ANCHORS: DRILL ' ��-- ¢ w ".r / ,f'!4' ' / c� Q ' „ EXTERIOR WALL FRAMING ; ( U 0 w f / I I AND INSTALL /z �x6 WEDGE FRAMING AND STRAPPING AT � o °° � _ N �, /// , / ,+�� / 1 r i X II + 1 „ x/ ,//r f ," S^2 X r(3)2»x8„ II EXPANSION ANCHORS w/2 s� � F c.� w w X - INTERIOR SHEAR i LL/� % --==---- - - -- - II INTERIOR SHLAIRWALL , » TYPICAL EXTERIOR WALL OPENING w 13a- SW�-3 X /f r ; _ / ,, f f� f // _"_ II WASHERS @ 32 OC O XX XXX / SW -5 �' / _� �' ADD 3.5" 11 875" 2.0 PARALLAN II OVER THICK NED » n z � z �- rr.__.__.._-..._..... ....--.----. ._ ....T .___. .._ -.-_-...__....____._.__-._._..___._ _.__._-- ----._ _ 12 x24 REINFORCED 3 DETAIL ��- -- - ----- x '�' I PS FLOOR BEAM DIRECTLY 0 _j cn .. - ... I ' CONCRETE WALL FOOTING -�' � x 6„x6" P.T. I UNDER---INTERIOR---SHE-ARWALL----------- _ !! - - �- ---.._._._.._.._.. -- --_.-�..._ - -- -._.w.�....._._.�_.... -OON•CRE-TE_SLAB „ S-2 SCALE: NTS ~ o i I AND 8 CMU STEMWALL (n z ¢ w i _ _ _ - SYP No.2 I Q i _ ( ' EXTERIOR HEADER SPAN TA N 0 ! _ 3pcs �"x4.',' SPF No.2 POST TYPICAL i TABLE AND STUDS Q o '' ^ I - µ _ STUDS_AS KING µPOST - 2 LOCATIONS) INTERIOR SHEARWALL SW----5 FIRST SHEARWALL STUDI = nRIBG - EDAM, SEE XK�2D E TA I L ¢ �J I.. , T_ I OVER TIMBER BEAM NAILED TO EXTERIOR WALL i HEADER BEAM WINDOW/DOOR 2"x6" JACK 2"x6" FULL ~ EXTEND YW D X U' x- _ _ , I ~� DETAIL 9/ -5 FRAMING W/ 16d NAILS MAX OPENING STUDS HT STUDS X I SHEARW�ALi T i r� S 2 SCALE: NTSbi , bi V_0._u ___.__rt__�II Ufa RSIDEI OF ,_ 1 ! @ 8 O.C. EACH SIDE ! 2 2"x8u' SYP N0.2 i T f ( ) 4J-01) 1 2 o j7 - __; ! GOOF HEATHI � `� ,, 1 DETAIL i 2nd LEVEL - SIDE WALLS '-'- = r.__._.�" ( SEE SEC�f� N S--2, '+' EXTERIOR WALL FRAMING z (n - �- =- -- 5--2 SCALE: NTS AND SHEATHING j I (3)2N10" SYP N0.2 6'-0" w/ MULLS 2 3 2nd LEVEL -- DOOR J = X _.�....__� I N SECTION A- A ; (3)2"x1 O" SYP NO.2 7>_0» 2 3 i ��. __._-_...-._._...._._._._._.__..._._.-_�._...__.._...._._.__._._......-..._..-._�.......-....___._._�..-�..___.._. � 2nd LEVEL - GABLE - i `-' NEW LOWER J ' m N � _N _._.-_m_ ROOF I I _- - __...... - --._... ._..W_.-......_..._._.._._ _.._._._..._.__..._' (3)2"x12" SYP NO.2 9,-0» 2 3 _ N .__.__._! r _ ( 2nd LEVEL - DRESSING X x 3 0 X (2)2"x1 0" SYP NO.2 „ . __. _--- X i � �_,`� ! 1st LEVEL - REAR WALL 1 2 �T"xlO" SYP No.2 ,oLEVIEL - SIDE WALLS 3 "0 1 2 < 0 X t ' (3)2"x12" SYP NO.2 6�_0» 2 3 � I!I i X �� ! ? I /�" STURDI-w-FLOOR SUB FLOOR 1st LEVIEL - SIDE WALLS �� cy Q �' 1 ROW 1Od COMMON [] x 'f_` " WIRE NAILS PLYWOOD SHEATHING. GLUE AND (2)2 xg SYP NO.2 , „ FASTEN TO WOOD JOISTS W/ 10d 1stLEVIEL - GARAGE 3 -0 1 2x4 22x4 -� _T I I' N �_-�- r -' �� 1 c_ SIM SON MTS12 TWISTED STRAP COMMON WIRE NAILS @ 4 O.C. 15N9.5" 2,0E � Q S-5 �" - Q �._._._..._-----.._._-_._.___.....__._. __�_w_..._...�._. W.._.-...._.___.____.._._..______._.._.__.- .-_ ._.__.._----_�__._.. ------_..----FROM( WAC _F _ _. .._ ,� XX XX "T± - -�.- ; X f LOOP JOIST 0 SUPPORT EDGE AND 4 O.C. FIELD PARALL�AM PSL BEAM 8 -0 22x4 42x4 1 st LEVIEL - GARAGE DOOR W ¢ N M W SW -3 _x i (3)2"x12" SYP NO.2 , „ (,� o 1st LEVIEL - REVISED -O 2zxs 3zx6 `� 0 NEW LOWER ROOF X __ ^. �__� �+ X OH GARAGE DOOR TO 9'-0' Q Z �J - W w _ I X ! ,j,00 Q EXISTING LOWER ROOF I 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN Q v 117 J P 0 350 NUMBER = Q ¢ r� /g T I/ R 2) N R OR JACK STUDS EACH SIDE OF WALL OPENING, 2x6 SPF No.2, w Q 2"x12" SYP No.2 SOLI BLOCKING. JOIST @ 16" O.C. UNLESS NOTED OTHERWISE ON PLAN. U) (n j m FASTEN TO DOUBLE T0� PLATE w » -j o cn ; X , / (2)2%4" SYP No.2 TOP PLATE UPLIFT CONNECTOR AT W w 3-12d TOE NAILS! EACH SIDE SPLICE TOGETHER w/ 2 ROWS 10d TOP AND BOTTOM OF ---� V) z I I » EACH STUD, SEE SCHEDULE W '� -¢i �/ I COMMON WIRE NAILS @ 16 O.C. "� .. _..... X .._-.... _._.__._.�.�:-�-�.__.___�...----._._._.__..____._...._._.�._._._-._�._ �._.__.___.____.._.r.- �:.�m-�.._.._..__..__-T_-...._._-_._�._._.r._J._._ . ...------"---._._�Y:�.-.:��-�-I_---------.-----._-,�__._.-.__-•---.--- I FRAME INTERIOR BEARING WALL w/ Z 1 XX SW_3 XX (3)2"x10" XXX SW--31XXX C r" j i ! ' 2"x4" SPF No.2 STUDS @ 16" O.C. w N MBE OF FULL x X I BLOCKING 81t FLOOR JOISTS AT INTERIOR BEARING WALL x/ SW-3 PLYWOOD SHEARWALL H GHT STUDS X SW-3 I �- I E H IDE OF i XX XX, TO EXISTING TIMBER I _' SECTI 0 0 NIN , SEE (� WALL, SEE DETAIL I 4 2/S-1, SIMILARHE P N R o� „ „ HEADER, SEE SCHEDUL S ED LE S-2 SCALE: 3/4 = 1 0 cn X ,�I , ! 1 ! ! ! AND PLANS 0 bi -- N Ill 1 ' I�-; 2 ROWS 10d COMMON LIJ LL �,Y� I I i-i 3/4 STURDI-FLOOR SUB 1 ! FLOOR PLYWOOD SHE T ING. WIRE NAILS ® 4" O.C. HEADER STRAPS, j \ „ ( i ...... 00 __---------._._.....� �. _....._....__..._ ; SEE UPLIFT SCHEDULE - 2 2x8 , L__..______...._._".._._.. ., !._..._._- .___.. _.____. _,.__._ ----.._.... GLUE AND FASTEN TO OOD X ( ) 4 1 „ / X -= ;i y { JOISTS W 10d C MMON (2)2 x4 SYP No.2 TOP PLATE / ROUGH OPENING XX XX WIRE NAILS @ O.C. SPLICE TOGETHER w/ 2 ROWS 1 O EXISTING TWO STORY �, EDGE AND 4" O.C. I€LB--; COMMON WIRE NAILS @ 16" O.C. SEE ARCH i 1 ` RESIDENCE ' CLIPS OR CRIPPLE ;; 1! ! ! I I HOLDDOWN AT STUDS , S C 0 N D LEVEL SHEARWALL PLAN I _ . _.. _.__..__ ! '.. - _-- FOUNDATION, -.. L_..-__...._.u.__. - -....._...._....._._....__ SEE SCHEDULE - I ! 1) ALL INT� IOR BEARING WALLS SHALL BE CONSTRUCTED W/ I -� DBL 2"x4' YP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS Cal " I 11 7/a TJI/PRO 350 ZIA ( 16 O.C., AND 2x4 P.T. SYP No.2 BOTTOM PLATE, , i i I j JOIST @ 16 O.C. 2) ALL ROOF HEA R BEAMS SHALL BE SYP No.2 OR BETTER. ( I ' l"i I DRAWN ,- _.w._._._____.__� MLC ! __ f t_._.._ FRAMING AND STRAPPING ( � INDICA ES INTERIOR SHEARWALL j ' j ' INTERIOR SHEARWALL SHEATHING CHECKED _.___. -_ ___�W__. -__________...____.__�__�. BALLOON FRA INTERIOR PER SHEARWALL SCHEDULE AND AT INTERIOR BEARING WALL CCK i i j -.__._.._.......__...- SHEARWA Ir W 2x4 / l == DATE INDICATES HE DER BEAM ! i ..� i..__...._._.__._____; i 16„ O.C. SECTION 2 5-2 6 DETAIL 02/27/04 (� ( / SPF No.2 STUD ! ;�f INDICA TES 7 i�_ OSB__SklE►ATHIN.G_ _ �..__ _._____._ ____.______._... _____ ....._L. .: ' CA /� „-� -� , . __.-- _ � S-2 SCALE: NTS SCALE r , INTERIOR S H E A R WA LL TO UNDERSIDE O F FLOOR DECK AS NOTED CEI'ONG S. RP GM ' II`\1TERIOR HEADER SPAN TABLE AND STUDS Eo4 022 rSECTION HEADER BEAM DOOR 2"x4" JACK 2"x4" FULL SHEET S-2 SCALE: 3/4" - 1'-0" MAX OPENING STUDS HEIGHT STUDS I t I ! l (2)2"x<8" SYP NO.2 3,-0>, 1 I i 2 1) TYPIICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN ! ; 2) NUWBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2"x4" SPF No.2, UNLLESS NOTED OTHERWISE ON PLAN. SHEET 2 of 7 /03 . FASTEN 2"x6" SYP No.2 PLATE/BUCK REVISIONS BY '/4„ 1 1 5 OTU E STEEL W/PHILLIPS FLAT2HEADST K4S 2 4 WITH TS5"x5"x /4" TUBE TS5"x5"x /4" TUBE / 2 a STEEL COLUMN EACH STEEL COLUMN AT S--3 TS5"xVY/4" TUBE WINGS @ 8" O.C. STAGGERED S-3 END MIDDLE 2 LOCATIONS STEEL HEADER BEAM 2"x6" SYP No.2 TS5"x5"x'/4 " RIGID STEEL MOMENT FRAME PLATE/BUCK 3-5"X11-875" 2.0E 00 PARALLAM PSL /4" r TS5"x5"x'/4" FLOOR BEAM a F 5" TUBE STEEL 6 HEADER BEAM " " 2"x6" SYP No.2 3.5"x11.875" 2.0E �� S-3 BUCKS (TYP) II PARALLAM PSL �� 2 N ' FLOOR BEAM " S-5 � 6 r II "' ABOVE S--3 51/2" 6'-1" 5'-10" 6,-1» I) d II 4"x4" P.T. SYP No.2 POST II o in I ii w/ 1 pc SIMPSON ABU44 POST R is 6"x6" P.T. SYP No.2 POST o 18'-0" II23/4"x8"x1'-0" EMBEDDED II BASE w/ 5/8"Ox12" ANCHOR II � II w 1 c SIMPSON ABU66 POST T 5 „ „ 5 SECTION �, ,� rn / P » ff PLATE w/ 4pcs /8 x14 1 ,> „ BOLT INTO NEW CONCRETE „ -� BASE w/ 5/e Ox12 ANCHOR HCA, SEE DETAIL 7/S-3, S-3 SCALE: 1 /2 = 1 ---0 FOUNDATION (TYPICAL II BOLT INTO NEW CONCRETE » 1 PHILLIPS FLAT(TYPICAL 2 LOCATIONS) _ H 3pcs 2x6SPF No.2 5 LOCATIONS) �� FOUNDATION (TYPICAL a 8 CMU WALL a " " 3 LOCATIONS) BELOW II p II ,I TEKS/4 WITH WINGS STUDS AT FLOOR FOR 3/4" - 2" WOOD TO .060" TO MATCH LINE BEAM BEARING �� II ',' y ' •' -- :�' - � -' 250" THICK STEEL FRAMING 0 SEE STRUCTURAL SHEET 5-2 " u ii "► �T a. 1 �' :l:. Y �� „ 8" 0 o SW-1 2Q 22 x6 SYP No.2 PLATE/BUCK w ¢ _-- - L W/ 2 ROWS 1/4-20x23/4" 1 1/2" 5» 1 1/2" w � SW-1 (2)2"x10" (2)2"x10" » >� » FLAT HEAD TEKS /4 WITH „ w � of o cn 24 Lx24 Lx16 Hx8 W CORNER 24 Lx16 Hx8 W CONCRETE LUG -/ 12 x30 CONCRETE FOOTING INGS @ 8" (O.C. STAGGERED T 2 x6 SYP No.2 Q z � N CONCRETE LUG AT EACH AT EACH MIDDLE EMBED PLATE 3 „ „ „ w/ 3--#5 CONTINUOUS AND PLATE/BUCK Y ¢ � co (0 Q END EMBED PLATE LOCATION. LOCATION. HOLD BACK 8" CMU /a x8 x1 -2 EMBEDDED 3 TRANSVERSE @ 48" O.C. = ¢ v HOLD BACK 8" CMU STEMWALL STEMWALL AS REQUIRED AND PLATE w/ 4pcs 5/8"Ox14' # in (, v ¢ w o AS REQUIRED AND FORM FORM EXTERIOR EDGE AS HCA, SEE DETAIL 7/S-3, '� TS5"x5"x1/ " � C) co z SCREENED ROOM PEXTERIOR EDGE AS REQUIRED REQUIRED (TYPICAL 2 LOCATIONS) TUBE STEEL � wo Uj w wCoco _3c� SCALE: 1/4" = 1'-0" Z z o Z u_ RIGID STEEL MOMENT FRAME AT REAR OF SCREENED ROOM 6 SECTION o o ``" 1) ALL INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS SHALL BE CONSTRUCTED » » » 5--3 SCALE: 11/2,f = 1,�-0» � � Q W/ DBL 2 x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS @ 16 O.C., AND 2x4 SECTION P.T. SYP No.2 BOTTOM PLATE, MINIMUM. 2 1'-0" � o 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2 OR BETTER, OR 2.0E PARALLAM PSL 5-3 SCALE: 3/8" = 1'-0" 8 _ AS MANUFACTURED BY TRUS JOIST, SEE PLAN. 2" » 2" U y INDICATES INTERIOR BEARING WALL -- INDICATES HEADER BEAM 24"Lx16"Hx8"W CONCRETE LUG AT EACH EMBED PLATE LOCATION. HOLD BACK 8" CMU B ,> / N 4 CONCRETE SLAB ON GRADE W STEMWALL AS REQUIRED AND FORM TS5 x5 x1/4 TUBE WWF 6x6 W1.4xW1.4 OVER 6 MIL ao 00 EXTERIOR EDGE AS REQUIRED STEEL COLUMN VAPOR BARRIER ON COMPACTED r.: FI LL I I cv 3-#5 CONTINUOUS i 1W, to EMBEDDED STEEL BEND #5 WALL REINFORCING AT TOP OF STEMWALLPLATE w/ 4pcs I I I 24 INTO SLAB AT RIGID MOMENT FRAME I I 5/8"0x14" HCA 3-#5 x 17'-6" �/ „ 4pcs 5/8"Ox14" HCA 8" CMU STEMWALL.-\- a TOP EMBE"xPLATE"X1 STUDS WELDED TO BOTTOM -- x . -, x. OF EMBED PLATE. Q 0 FILL SOLID w/ - - - - Ad. 4 4 : �4 I I .I ' 3pcs 1.75"x 9.5 2.OE CONCRETE GROUT PARALLAM„ PSL RIDGE BEAM 8" CMU STEM WALL wI 2�� 2" Q NOTE: UPLIFT CONNECTORS 3pcs 2x6 SPF' No.2 SHOWN STUDS AS KING POST #5 VERTICAL DOWEL a Q AND STRAPS NOTw/ 90' BEND INTO 4 a ° -a FOR CLARITY. SEE DETAIL 3pcs 2%10" SYP No.2 HEADER BEAM FOUNDATION AT ALL4 CD ce- S/5-5 AT KING TOGETHER ow/ 3 ROWS 12d COMMON 4 „ r j W w ¢ CORNERS AND @ 16" O.C.ST BEARING, SPLICE � U a � CC ` » FILL ALL CELLS � f� 3/4 x8 x12 G o WIRE NAILS @112 O.C., EACH LAYER / EMBED PLATE Q 2"x6" SPF No.2 '� r r 1-#5 VERTICAL DOWEL w/ SOLID w CONCRETE 2'-6» U o cr STUDS @ 12" O.C. r 1 r :2pcs 2"x6" SYP No.2 TOP PLATE. SPLICE STD 90' BEND INTO B 12 x30 CONCRETE FOOTING 3 CLR of TOGETHER w 3 ROWS 10d COMMON w/ 3--#5 CONTINUOUS AND #3 z ''- / FOUNDATION @ 16 O.C. TRANSVERSE @ 48" O.C. 12"x30" CONCRETE FOOTING 5 » V-- LLJ r� _ 2"x6" SPF No.2 r 1 WIRE NAILS @ 12" O.C. TWO pcs MINIMUM AT 4pcs /8 Ox14 HCA ¢ U FULL HT. STUDS r EACH CONCRETE LUG. w/ 3-#5 CONTINUOUS AND #3 STUDS WELDED TO BOTTOM w @ 12" O.C. '� HORIZONTAL @ 48 O.C., OF EMBED PLATE. � ¢ m 1pc SIMPSON A35 CLIP CONCRETE LUG AT EMBED PLATE LOCATIONS FOOTING SHALL BE CENTERED ? cn ANGLE FROM HEADER BEAM BENEATH 8" CMU WALL EMBED PLATE_ AT ENDS W w F 8 12 TO JACK STUDS EACH SIDE 1 -2» z J �.. 3 SECTION SECTION B--B » L S-3 SCALE: 3/4" = 1'-0" 10» 2 -,- 3pcs 2"x6" SPF No.2 p 1 pc SIMPSON A35 TOP FULL HT. STUDS AND BOTTOM, EACH SIDE EXTERIOR Lu00 00 (, Ld 2pcs 2x6 SPF No.2c� [� LL.� JACK STUDS DOUBLE 2"x6" SPF No.2MULL. -/ INTERIOR f 3/a"x8"x1'-2 " STUDScs /WELDED TO BOTTOM � STUD AT ENDS OF (2)2 x6 SPF N0.2 STUDS AS EMBED PLATE OF EMBED PLATE. ¢ SPLICE TOGETHER W/ 2 ROWS 12d " a GABLE END WALL COMMON WIRE NAILS @ 12" O.C. 1'-2 0 1 pc SIMPSON A35 CLIP 2„ 2" ANGLE FROM SILL TO 1 pc SIMPSON A35 CRIPPLE STUDS EACH SIDE CLIP ANGLE EACH VERTICAL STRUCTURAL TIMBER MULL J SIDE, TOP AND BOTTOM 4 DETAIL S-3 SCALE: 11/2" = 1'--0" R 3/4"x8"x1'-2" EMBED PLATE _J L_ 4pcs " 5/8 x14" HCA DRAWN STUDS WELDED TO BOTTOM MLC 2"x6" SPF No.2 CRIPPLE OF EMBED PLATE, CHECKED STUDS @ 12" O.C. 2"x6" SYP No.2 BOTTOM SILL PLATE EMBED PLATE AT MIDDLE CCK 2"x8" SYP No.2 SILL 0227/ 04 DETAIL SCALE BALLOON FRAMING AT GABLE END LL 7 AS NOTED OF MASTER BEDROOM s-3 SCALE: 11/2" w 1t�-o" Eo4 022 ,. 'v�.r`t H• C �'., SHEET 1 SECTI ON0 if Ic,j"" " % � S-3 SCALE: 1/2" = 1'µO» �• ` :•~ A o .'. / No. 0 ;4 8 r SHEET 3 OF 7 A35 5imt f k i ('REVISIONS BY 3/4" DEEP SAWCUT w/ SLAB ON GRADE, 1 pc SIMPSON SPH6 ELASTOMERIC SEALANT SEE PLAN CLIP FROM STUDS TO 2"x6" SPF #2 STUDS VERIFY/ADD 6"x6" P.T. SILL PLATE ® 16 O.C. ® 16 OC VERIFY/ADD 1pc SIMPSON ABU66 POST BASE. SYP No.2 POST (TYPICAL 4" CONCRETE SLAB ON GRADE W/ 2"x6" P.T. SYP No.2 SILL PLATE DRILL 10" AND EPDXY 5/8"OX12" THREADED 4 LOCATIONS) WWF 6x6 W1.4xW1.4 OVER 6 MIL w/ 1/2"0 x 10" ANCHOR STUD. FASTEN w/ 12-16d COMMON WIRE NAILS ,c----x x x X x VAPOR BARRIER ON COMPACTED BOLT ® 24" OC w/ FILL 2"x2"x�/8" PLATE WASHER „ EXISTING 4 CONCRETE NOTE: SAWCUT CONCRETE SLAB WITHIN BEND #5 WALL (REINFORCING 1-#5 CONTINUOUS SLAB ON GRADE 4 TO 12 HOURS OF CONCRETE PLACEMENT 24" INTO SLAB SAWCUT SLAB, TYPICAL EL. +°'-°" - x x x x x x x x x TOP OF SLAB EXISTING 8" CMU -1 — _ 1 —i i FINISHED GRADE I I III=1 11=1 11=1 STEM WALL r7�N SECTION I I-I i I- III =11 - I I�III-1 I I_-1 -i I I-1 I ISI _ 5--4 SCALE: 3/4" 1'-0" 8" CMU STEM WALL w/ I I--III- T FTG EL — ( II I I-=1 I I I I 1=1 I ISI #5 VERTICAL DOWEL .a a SEE PLAN w/ 90' BEND INTO ° a a FOUNDATION AT ALL w 1 EXISTING CONTINUOUS I I I- 4" CONCRETE SLAB ON GRADE CORNERS, INTERSECTIONS, o CONCRETE FOOTING W/ 6x6 W1.4xW1.4 WWF OVER AND @ 48" O.C. ;� U O • Z 0 EXISTING NEW EMIL VAPOR BARRIER, OVER FILL ALL CELLS TERMITE TREATED CLEAN3" 2 -p"CLR ' 12"x24" CONCRETE FOOTING W COMPA TED FILL SOLID wr/ CONCRETE w/ 3-#5 CONTINUOUS, Lia z FOOTING SHALL BE CENTERED » BENEATH 8" CMU WALL 5x6 POST TO FOUNDATION � w =)-i x X ¢ AT FRONT ENTRY PORCH y ¢ ; 5 3pcs 1.75"x9.5" 2.0E REVISIONS BY /$ CDX PLYWOOD SHEATHING, 2pcs SIMPSON A35 CLIP PARALLAM PSL RIDGE BEAM., ANGLE AT EACH RAFTER FASTEN 4" D.C.COMMON WIRE SPLICE d TOGETHER w/ 4 ROWS TO RIDGE BEAM. FASTEN 5X8" NAILS @ 4 O. EDGE AND COMMON WIRE NAILS:8 CDX PLYWOOD SHEATHING, 6" O.C. FIELD. REDUCE SPACING l " FASTEN w/ 8d COMMON WIRE �� w/ 12-Sdx1 /2 NAILS EACH 12 NAILS @ 4" O.C. EDGE AND 12 TO 4" O.0 AT GABLE ENDS @ 12 O.C. EACH SIDE: 6" O.C. FIELD. REDUCE SPACING 2" 12 5/8" CDX PLYWOOD 8 TO 4" O.0 AT GABLE ENDS 8 x12" SYP No.2 RAFTERS @ 24" O.C. ROOF SHEATHING SEE ROOF FRAMING PLAN. FASTEN TO 8 2"x12" SYP No.2 PRE-ENGINEERED WOOD ROOF DBL 2"x6" PLATE W/ 3pcs 12d TOE--NAILS RAFTERS @ 24" O.C. TRUSSES @ 24" O.C., FASTEN NAILS EACH SIDE OF RAFTER TO DBL 2"x4" PLATE W/ 2pcs 2"x12" SYP NO.2 SOLID BLOCKING 12d TOE NAILS EACH SIDE OF IN BETWEEN EACH RAFTER ROOF TRUSS 1"x6" SYP No.2 T&G DECKING. HURRICANE CLIPS PER UPLIFT BLIND NAIL w/ 6d FINISH NAILS HURRICANE CLIPS PER UPLIFTCONNECTOR SCHEDULE ON STRUCTURAL AT EACH RAFTER INTERSECTION CONNECTOR SCHEDULE ON STRUCTURAL 1"x6" SYP No.2 T&G DECKING. SHEET S-6. BLIND NAIL w/ 6d FINISH NAILS i • SHEET S-6. AT EACH RAFTER INTERSECTION `• 12 SEEROO RAMINGFTERS PLAN. @FASTE D.C.To SECTION AT (MASTER BEDROOM RIDGE BEAM EL.+20'-05/8" 1 4 PORCH HEADER BEAM W/ 3pcs 12d TOE-NAILS TOP OF PLATE SPLICE PORCH RAFTER TO NAILS EACH SIDE OF RAFTER UPPER RAFTER w/ 8-12d HURRICANE CLIPS PER UPLIFT 7 IS E C TI ON 5/8" GYPSUM COMMON WIRE NAILS CONNECTOR SCHEDULE ON STRUCTURAL U DRYWALL CEILING S--5 SCALE: 3/4" = 1'---0" V) (2)2"x6" SYP NO.2 TOP PLATE. SHEET 5-6. ^w ¢ 2 2"x6" SYP N0.2 TOP PLATE. 1 pc SIMPSON SPH6 CLIP SPLICE TOGETHER w/ 2 ROWS 10d 1x6 SYP No.2 T&G W z o ( ) COMMON WIRE NAILS @ 16" Q.C. 0 � SPLICE TOGETHER w/ 2 ROWS 10d FROM DOUBLE TOP PLATE ---.DECKILIG,.._.B.l.11�lJ_FAIL.__w�..___-_.___.-_-.___.�_..._.......�____ 3 3pcs 1.75"x9.5" 2.0E = z w o 6d FINISH NAILS AT EACH PARALLAM PSL RIDGE BEAM. F-- w � J COMMON WIRE NAILS @ 16" O.C. TO STUD @ 16 O.C., 2"x6" SPF N0.2 STUDS RAFTER INTERSECTION Q J w � o SEE UPLIFT CONNECTOR SCHEDULE I @ 16" O.C. _._...._............._......_.----- W...._-_- -- -- --u. . ------ I (3)2„x8" P.T. SYP No.2 PORCH ¢ v no ,� "x8" P.T. POR I HEADER BEAM w/ /�" FLITCH. 4pcs SIMPSON MSTA24 v ¢w 2 x6 SPF N0.2 STUDS (1)2N6" SYP No.2 3 2 SYP No.2 CH p © o ( ) HEADER BEAM BEYOND SPLICE TOGETHER w/ 4 ROWS STRAPS OR 4pcs SIMPSON m @ 16" O.C. BOTTOM PLATE I 12d COMMON WIRE NAILS HTS24C TWISTED STRAPS, � v w w �/2" CDX PLYWOOD WALL SHEATHING @ 12" O.C. EACH SIDE SEE UPLIFT CONNECTOR W (n cn :� a. FASTENED w/ 8d COMMON! WIRE NAILS 117/8" TJI/PRO 350 SCHEDULE Z c� z J o @ 3" OC EDGE AND 6" OC FIELD JOISTS @ 16" O.C. 4pcs SIMPSON MSTA24 STRAPS � rn � zco iL (FOR NAILING AT SHEARWALLS, 1pc SIMPSON CS16 STRAP FROM FROM PORCH HEADER BEAM TO D v SEE SCHEDULE. FOR LOCATION /a STURDI-FLOOR SUB FLOOR 2ND LEVEL STUDS TO 1 ST LEVEL UPPER 6x6 POST 4pcs SIMPSON MSTA24 Uj 2 ¢ OF SHEARWALLS, SEE FLOOR PLANS) PLYWOOD SHEATHING. GLUE AND STUDS @ 32" D.C. STRAPS OR 4pcs SIMPSON p HTS24C TWISTED STRAPS, c.) FASTEN TO WOOD TRUSSES W/ 10d 6x6 P.T SYP N0.2 Z COMMON WIRE NAILS @ 4" O.C. I /a STURDI-FLOOR SUB FLOOR UPPER POST SEE UPLIFT CONNECTOR (> 117/8" TJI/PRO 350 EDGE AND 6" O.C. FIELD PLYWOOD SHEATHING. GLUE AND SCHEDULE FASTEN TO WOOD JOISTS w/ 10d4pcs SIMPSON CS16 STRAPS JOISTS @ 16" O.C. COMMON WIRE NAILS @ 4" O.C. FROM UPPER 6"x6" POST Y," STURDI-FLOOR SUB FLOOR "7 EDGE AND 6 O.C. FIELD //�TO LOWER 6"x6" POST LYWOOD SHEATHING. GLUE AND , I I FASTEN TO WOOD JOISTS w/ 10d X100 I (3)2"x10" P.T. SYP No.2 I COMMON WIRE NAILS @ 4" O.C. TPORCH DECK HEADER BEAM.I SPLICE TOGETHER w/ 4 ROWS EDGE AND 6" O.C. FIELD I '� I 12d COMMON WIRE NAILS 1pc SIMPSON CS16 STRAP FROM I I @ 12" O.C. EACH SIDE 3pcs 2"x10" SYP No.2 M I 2ND LEVEL STUDS TO 1ST LEVEL 3.5 x11.875 2.0E PARALLAM j I �`IN6" SYP No.2 T&G I HEADER BEAM STUDS @ 32" O.C. PSL FLOOR BEAM I ! 1pc SIMPSON LUS210 FACE co DECKING. BLIND NAIL w/ I 2pcs SIMPSON MSTA24 STRAPS t w MOUNT HANGER. FASTEN j 6d FINISH NAILS AT EACH / EACH SIDE OF HEADER TO 2 x6 r:100 SYP No.2 PLATE I (2)2"x6" SYP NO.2 TOP PLATE. f DECK JOIST INTERSECTION 12-10dx1 '/2" NAILS CREATE A CONTINUOUS LOAD CD j EL. +10'-0" SPLICE TOGETHER w/ 2 ROWS 10d PATH TO RIGID STEEL I TOP OF PLATE COMMON WIRE NAILS @ 16" O.C. 2"x10" P.T. SYP No.2 6"x6" P.T SYP N0.2 MOMENT FRAME BELOW V) 1.25 x11.875" TIMBERSTRAND _/ 2x10» P.T. SYP No.2 DECK JOISTS @ 16" O.C. LOWER POST (TYPICAL EACH SIDE) " � � � �-- LSL RIMBOARDLEDGER. FASTEN w/ , I 5 ROWS 12d COMMON 1pc SIMPSON LU5210 FACE STRAP ANCHOR FROM MASTER BEDROOM Q 0 „ I WIRE NAILS @ 12" O.C. I f MOUNT HANGER. FASTEN w/ GABLE END KING POST TO HEADER 0 (2)2NSYP NO.2 TOP PLATE. I �/2 CDX PLYWOOD WALL SHEATHING ! I 12-10dx1 /2 NAILS SPLICE TOGETHER w/ 2 ROWS O C FASTENED w/ 8d COMMON WIRE NAILS I I W Q COMMON WIRE NAILS @ 16 @ 3" OC EDGE AND 6" OC FIELD � � 4"x4" P.T SYP NO.2 IN POST BEYOND 8 D E TA I L w (FOR NAILING SHEARWALLS, ¢ 2"x6" SPF NO.2 STUDS SEE SCHEDULE. FOR LOCATION S-5 SCALE: NTS 0 @ 16" O.C. OF SHEARWALLS, SEE FLOOR PLANS) Q U o MASTER BEDROOM BALCONY FRAMING 3pcs 1.75"x9.5" 2.OE `t U- U- 0 z PARALLAM PSL RIDGE BEAM. W ¢ i 2 SECTION w 1pc SIMPSON SPH6 3 „ U) � °° / STURDI-FLOOR SUB FLOOR 4pcs SIMPSON MSTA24 F CLIP FROM STUDS TO a P S-5 SCALE: a - Lv .,� v SILL PLATE @ 16" O.C. 1 ROW 10d COMMON WIRE PLYWOOD SHEATHING. GLUE AND " STRAPS OR 4pcs SIMPSON 0 cWn z 2"x6" P.T. SYP No.2 SILL PLATE NAILS @ 4" O.C. FASTEN TO WOOD TRUSSES W/ 10d HTS24 STRAPS C� n < 4 CONCRETE SLAB ON GRADE W/ „ ,. COMMON WIRE NAILS @ 4 O.C. h"„ WWF 6x6 W1.4xW1.4 OVER 6 MIL w/ '/2 x 10 ANCHOR /4 STURDI-FLOOR SUB FLOOR EDGE AND 6" O.C. FIELD VAPOR BARRIER ON COMPACTED BOLT @ 24" OC w/ PLYWOOD SHEATHING. GLUE AND 1.25"x16" TIMBERSTRAND LSL C, Z 4pcs SIMPSON MSTA24 FILL 2 x2 x /8 PLATE WASHER 1 ROW 10d COMMON WIRE FASTEN TO WOOD TRUSSES W/ 10d SOLID BLOCKING. FASTEN w/ W Q 3pcs 16d TOENAILS STRAPS OR 4pcs SIMPSON NAILS @ 4" O.C. COMMON WIRE NAILS @ 4" O.C. P HTS24 STRAPS cn BEND #5 WALL REINFORCING 1--•-#5 CONTINUOUS EDGE AND 6" O.C. FIELD AT EACH SIDE. 3pcs 2"x6" SPF No.2 STUDS 24" INTO SLAB _j o �� KING POST AT RIDGE EL. +0 -0 1.25"x11.875" TIMBERSTRAND LSL BEAM BEARING O x x x TOP OF SLAB SOLID BLOCKING. FASTEN w/ 117/8" TJI/P 0 350 of�t ATCHING STRAP BELOW Q FINISHED GRADE 3pcs 16d TOENAILS (2)2"x4" SYP #2 TOP PLATE.-/ JOISTS @ 16 O.C. OCREATE A CONTINUOUS LLJ -III=III-- I I AT EACH SIDE. SPLICE TOGETHER w/ 2 ROWS 10d LOAD PATH TO FOUNDATION LL I II I 117/ " TJI PRO 350 COMMON WIRE NAILS @ 16" D.C. 8" CMU STEM WALL w/ #5 VERTICAL DOWEL .I I;-- T FTG EL JOISTS © 16" O.C. INTERIOR BEARING WALL w/ 90' BEND INTO FOUNDATION AT ALL •: . ,6 •. � a SEE PLAN HEADER BEAM AS FRAME INTERIOR BEARING -/ BEND STRAP AROUND PER PLAN WALL/ SHEARWALL w/ 2x4 PLATE AS NEEDED CORNERS, INTERSECTIONS, AND @ 48" O.C. � . . v • . . '" I SPF N0.2 STUDS ® 16" O.C. FILL ALL CELLS SOLID w/ CONCRETE v 4 v o 3 SECTION 5 SECTION 3" CLR 2'-0" 12 x24 CONCRETE FOOTING w/ 3-#5 CONTINUOUS, S-5 1' SCALE: 3 4" = --0" S--5 SCALE: 3/4" - 1'-0" 3pcs 1.75"x9.5" 2.0E PARALLAM 3pcs 2"x6" SPF No.2 STUDS FOOTING SHALL BE CENTERED / / PSL FLOOR HEADER BEAM w/ 2pcs KING POST AT RIDGE TYPICAL WALL SECTION BENEATH 8 psCMU VNALL 5,25"x16.0" 2.OE fP-'/8x9 /2 FLITCH PLATES, BEAM BEARING PARALLAM PSL FASTEN TOGETHER w/ 2 ROWS '/2"0 TWO STORY FRAMING FLOOR BEAM THROUGH BOLTS @ 24" O.C. Ipc 3 FACE IMOUONT HANGER 0/10 6-16d .I .. k WALL SECTI0N TYPICAL Ia STURDI-FLOOR SUB FLOOR / BOTTOM PLATE AT DRAWN PLYWOOD SHEATHING. GLUE AND NAILS INTO THE 5.25"x16.0" BEAM MLC S-5 SCALE: 3/a" = 1'-0" 1 ROW 10d COMMON WIRE FASTEN TO WOOD TRUSSES W/ 10d � o a a PARALLAM BEAM AND 46---16d CHECKED NAILS @ 4" O.C. COMMON WIRE NAILS @ 4" O.C. o qoo ® NAILS INTO THE 9.5" DEEP 3.5"x11.875" 2.0E CCK EDGE AND 6" O.C. FIELD �� o PARALLAM/STEEL FLITCH BEAM PARALFLOOR LAM B BEAM 02/27E/04 3.5"x11.875" 2.0E PARALLAM 5.25N16.0" PARALLAM PSL FLOOR BEAM BEAM TO GIRDER TRUSS 0 y SCALE CONNECTION SIMILAR 4pcs SIMPSON MSTA24 AS NOTED FLAT STRAPS JOB No. STRAP ANCHOR FROM MASTER BEDROOM �V t`E �.. c- r E04---022 1pc SIMPSON IUT3512 :�� . FACE MOUNT HANGER �_ 117/8TJI/" PRO 350 HANGER AT BEAM INTERSECTION KING POST TO BEAM BELOW p'''` ` ' SHEET JOISTS @ 16" O.C. _ K-4-, SECTION 6 SECTION 9 DETAIL :.� ., , �, S 5 S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4" = 1'-0" 5-5 SCALE: NTS I • }�� v ,. ,:31�r-�,' 6� •'•°' SHEET 5 0� 7 /�� ZZ k12z 5 Z, ,� i 2"x4" SYP No.2 OUTLOOKER ® 24" O.C. ALIGN UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: REVISIONS BY 2"x4" BLOCK 2"x4" BLOCKING C�9 ONE OUTLOOKER' w/EACH X-BRACE 0 X-BRACE SHEATHING JOINT 4-12d TOE NAILS OR 2"x4" BLOCK C� 48" O.C. MEM BER SU P P ORT SI M PSON CONNECTOR 22001. WINDDESIGN IN CDESIGNNCE PERWITH REQUIREMENTS A CE 7-98. LOCATED THE WITHIN LWINDABORNEDING CODE DEBRIS ROOF SHEATHING (2 EA SIDE) BLOCKING REGION. DESIGNED AS "ENCLOSED". THE CONTRACTOR SHALL INSTALL IMPACT F4-16d NAILS PER PLAN SIMPSOCONVENTIONAL ROOF FRAMING: RESISTANT WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS IN • HURRICANE H2.5 ACCORDANCE WITH SECTION 1606.1.4. HURRICANE CLIP COMMON RAFTER: DBL TOP PLATE (2)MTS12 OR 1)H16 AT EACH OUTLOOKER HEADER BEAM (2)MTS12 OR 1)H16 2"x4" X-BRA RIDGE BEAM 2)A35 GROIUP R-3 RESIDENTIAL OCCUPANCY 48 O.C. 4-16d 4pcs 2x4 SPF No.2 TYPE VI CONSTRUCTIONS 4-12d (2 E %TO I TOP CHORD OF FULL HEIGHT STUDS o INTERIOR BEARING WALL 1)MTS12 UNPROTECTED NAILS E END, I GABLE END TRUSS e KNEE WALL 1 MTS12 o UNSIPRINKLED FROM BLCCK TO DROP 3 /, o p COLLAR TIE COMMON RAFTER 8--12d NAILS TRUSS TOP ORD <1----2"x4 1/2" CDX PLYWOOD WALL SHEATHINGa o CEILING JOIST COMMON RAFTER 8-12d NAILS 1. LIVE LOADS FASTENED w/ 8d COMMON WIRE NAILS 4 2"x4" OUTLOOKERS DBL TOP PLATE (1)H2.5 UNIFLLOORORM LIVE LOADS40 PSF 0 3" OC EDGE AND 6" OC FIELD o° (DECK 40 PSF 3-12d NAILS 4" O.C. FROM RIDGE BEAM: KING POST STUDS (4)MSTA24 CONTINUOUS TO FNDNRppF 20 PSF TYPICAL AT L BRACE TO BRACE VERTICAL MEMBERS KING POST STUDS FOUNDATION (1)HTT22VERTICALS BELOW OF GABLE END TRUSS PER ° °TRUSS MFR DETAILS PREENGINEERED ROOF TR SS FRA ING 2• BASIIC WIND SPEED 121MPH 2pcs 2"x4" SPF No.2 0' IMPG)RTANCE FACTOR 1.0 48" 0. 11pc SIMPSON MSTA24 JACK STUDS AT HEADER COMMON TRUSS: DBL TOP PLATE 2 OR EXP('OSURE 'C' NOT STRAP @ 48" O.C. BEAM BEARING �2�MTS`l 2MTS12OR �1�H`16 1H16 MEAIN ROOF HEIGHT 30.0 FT PRESENT HEADER BEAM ROOF PITCH 8/12 (33.7 DEGREES) BIOTTOM CHORD OF GARAGE ATTIC TRUSS: DBL TOP PLATE 2 OR INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18/-0.18 Lj GABLE END TRUSS HEADER BEAM �2�MTS`l 2MTS12aR �1�H`16 1H16 COMPONENT AND CLADDING 4-16d NAILS 1,2d TOE NAILS @ 8" O.C. hn.... o w WINdOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-6 FROMTRUSS BOTTOM CHORD ;: .;,, �� w 2 x4 OUTLOOKER: GABLE END TRUSS (1)H2.5, SEE DETAIL 1/S-6 w ¢ T'0 2.x4 PLATE LLJ „ .: I EXISTING GIRDER TRUSS: DBL TOP PLATE (2)HTS24, SEE DETAIL 2/S-6 2 2"x4" BLOCKING @ 48 O.C. : .. �� 3. ALLOWABLE UNIT STRESSES: W n o " 2x4" SYP N0.2 ':.; ;` A u- o CONT 2x4 x8 #2 SYP BETWEEN GABLE AND (:2) " CONVENTIONAL ROOF OVERFRAMING: ) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION Q _j w N LATERAL BRACE @ 48" O.C. FIRST TRUSS TOP PLATE. SPLICE SLAB ON GRADE f'c = 3000 PSI ¢ > _00 w/3-16d INTO EACH TRUSS / OVERFRAMING RAFTER LEDGER �1�H2.5, SEE DETAIL 6/S-62"x4" SPF No.2 TOGETHER w 2 ROWS 10dMONOLITHIC FOOTINGS f'c = 3000 PSI BOTTOM CHORD STUDS C� 16 O.C. RIDGE BEAM 1 A35, SEE DETAIL 3/S-6 w . CONVENTIONAL FOUNDATIONS f'c 3000 PSI U U a CO z STHD14 EMBEDDDED STRAP NOTE: INSTALL OVERFRAMING LEDGER BOARD TO TR SSES W/ 2 ROWS ALL OTHER CONCRETE (U.N.O.) f'c w 3000 PSI Ww EMBEDDED STRAP EACH SIDE #10 x 33/," DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) W � OW � w PLATFORM FRAMING GABLE END OF GARAGE DOOR OPENING B) REINFORCING STEEL - ASTM A615 GRADE 60 = 00 > COVERED REAR PORCH AND FRONT PORCH FRAMING CL Z co z 1 DETAILr4-%� DETAIL ROOF HEADER BEAM S6"x6" POST UPPORT STUDS �4�MSTA24 C) WELDED WIRE FABRIC -- ASTM A185 0 ¢ v S-6 SCALE: NTS S-6 SCALE: NTS -UPPER 6"x6" POST LOWER 6"x6" POST (4)CS16 D) SOIL BEARING (DESIGN MAX.) 2500 PSFZ � o EXISTING GIRDER TRUSS, 6"x6" POST FOUNDATION SEE DETAIL 5/S-6 E) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION U U SEE ROOF FRAMING 1 c SIMPSON H16 AND 1 pc SIMPSON SUPPORT STUDS FOUNDATION �1�ABU66, 1 HTT16 - P COMPRESSIVE STRENGTH f'm 1500 PSI PLAN 1 pc SIMPSON MTS12 ABU66 POST BASE. FLOOR FRAMING_ STRAPS OR 2pcs SIMPSON FASTEN w/ 12-16d 6x6 P.T. SYP FLOOR JOIST DBL TOP PLATE (1)MTS12 F FALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP N0. 2 BEND STRAP HTS24 STRAPS FROM GIRDER COMMON WIRE NAILS ,o. No.2 POST FLOOR BEAM 1 MTS12 LR SPECIFIED HANGER ) OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE OVER TRUSS TRUSS TO SUPPORT STUDSWITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Q AS NEEDED •. ' FLOOR BEAM SUPPORT STUDS 3)MSTA24 OR 2 HTS24 BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL 2pcs 2"x6" SYP NO.2 4"x4" POST 3)MSTA24 OR �2�HTS24 TOP PLATE pE SPF NO. 2 (UNLESS NOTED OTHERWISE). SIMPSON ABU44 4"x4" SCREENED ROOM FOUNDATION (1)ABU44, SEE DETAIL 5/S--6 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 2"x6" r „ SPF #2y ,. n SIMILAR POST SIMILAR FOR REINFORCING SHALL BE AS FOLLOWS: SUPPORTSTUDSAT �� WINDOW/DOOR HEADERS MONOLITHIC FOOTINGS 3" GIRDER TRUSS BEARING HEADER TO 4'-0" JACK STUDS (1)MSTA24 EACH SIDE (CONVENTIONAL FOOTINGS 3" U) MATCHING STRAP BELOW SIMPSON ABU66 POST BASE HEADER 4'--0" TO 6'-0" JACK STUDS 2)MSTA24 EACH SIDE SLAB ON GRADE CENTERED W Z 1 c SIMPSON HTT16 HEADER 6'--0" TO 9'-0" JACK STUDS NIVISTA24 EACH SIDE A7SIM TO CREATE CONTINUOUS 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE SILL TO CREATE LOAD PATH TO FOUNDATION CONTINUOUS LOAD OH GARAGE DOOR HEADER TYPIICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS r6iii-� DETAIL PATH FROM RIDGEHEADER TO 8'-0" SUPPORT STUDS EACH SIDE AND( SPECIFICATIONS. ALL REINFORCING STEE•_ SHALL BE HELD BEAM TO FOUNDATION 2x6 P.T. SYP NO.2 SUPPORT STUDS FOUNDATION �4)MSTA24 1)STHD14, SEE DETAIL 4/S---6 SECIURELY IN POSITION WITH STANDARD ACCEaSORIES DURING PLACING SILL PLATE S�6SCALE: NTS OF CONCRETE. 5/8"b x 12" ANCHOR BOLT, 0 TO CONCRETE FOUNDATION / INTERIOR FARING WALLS OVERFRAME W 2"x6" SYP � Q No.2 RAFTERS @ 24" OC, DBL TOP PLATE UPPER STUDS 1)SPH4 ® 16�� oc 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS z a W/ 2"x6" SYP No.2 COLLAR UPPER STUDS LOWER STUDS 1 CS16 @ 32 O.C. FOLLOWS: STRAP ANCHOR FROM '/z" CDX PLYWOOD TIES W 8pcs-12d COMMON FLOOR BEAM 1 MTS12 @ 24" O.C. (CONCRETE 40 BAR DIAMETERS w > ROOF SHEATHING / LOWER STUDS SILL PLATE �,2, "O SPH4 0 16" O.C. (MASONRY 48 BAR DIAMETERS � �,, rr � EXISTING GIRDER TRUSS TO FOUNDATION NAILS EACH END ® 24 OC. SILL PLATE FOUNDATION x 10" ANCHOR BOLT w/ o 1 ROW 8d 2"x8" SYP No.2 LEDGER, 2"x2"�xi/8" PLATE WASHER 7. ALL LOAD BEARING EXTERIOR MASONRY STEM WALLS SHALL z COMMON NAILS FASTEN LEDGER TO ROOF ® 32 0C (EXPANSION BE (COMPOSED OF ASTM C9o, GRADE N-1 HOLLOW CONCRETE MASONRY W ¢ v 2 DETAIL © 3" OC THRU PLYWOOD DECK W/ BOLTS PERMITTED) UN17S WITH TYPE 'S' MORTAR. FILL ALL CELLS BELOW FINISHED Q S-6 SCALE: NTS 2-#10x3/4" DECK SCREWS EXTERIOR BEARING WALLS GRADE WITH CONCRETE GROUT. wcd DBL TOP PLATE 2nd LEVEL STUDS (1)SPH6 ® 16 oc 1 c SIMPSON A35 W/ 1" DIA. WASHERS AT 2nd LEVEL STUDS 1st LEVEL STUDS 1 CS16 © 32" O.C. 8. IF TIHE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR Q w w v p EACH EXISTING TRUSS PZ CLIP ANGLE @ EACH 1st LEVEL STUDS SILL PLATE 1 SPH6 @ 16" O.C. UNS;TABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. z 2"x10" SYP No.2 INTERSECTION n RAFTER, SEE UPLIFT SILL PLATE FOUNDATION /2"4 x 10" ANCHOR BOLT w/ „� � 1pc SIMPSON H2.5 RIDGE BEAM CONNECTOR SCHEDULE 2%ZY/8" PLATE WASHER 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER coo LOWER ROOF FRAMING W/ 8-8d COMMON NAILS O 24" OC MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING °' '° 2"x6" SYP No.2 OVERFRAMING FROM RAFTER TO LEDGER CONISTRUCTION. V)RAFTERS @ 24" O.C., SEE ROOF @ 24" O.C. NOTES: FRAMING PLAN. 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ^ U) LEDGER DETAIL AT OVERFRAMING RAFTER 2 SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING CJS 2� USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Z 6 DETAIL H2.5 10-8dx11/Z MSTA24 18-10dx11/,z„ SHOWN ON STRUCTURAL DRAWINGS. 0 „ H16 12�-10dx11/2 MTS12 14-10dx1 /2 a�� `moo o 5--6 SCALE: 3/4 = 1 -0 A35 12-8dx11/2 CS16 22-10d 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE �.,., W o o o SPH6 10-8d HTS24 24-10d x 11/2" RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, �> SPH4 10-Sd STHD14 38-�-16d PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE 2x6 SYP No.2 COLLAR TIES w/ HTT16 5/8" x12" ANCHOR BOLT ABU66 8/8" x12" ANCHOR BOLT CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR W 8-12d NAILS EACH END, AND 18 �16d AND 12--16d THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN SEE ROOF FRAMING PLAN w NOTE: COLLAR TIE TO BE LOCATED HTT22 5/8"Ox12" ANCHOR BOLT ABU44 5/8"Ox12" ANCHOR BOLT ACC• ANCE WITH THE CONTRACT DOCUMENTS. = DESIGN WIND PRESSURES FOR REPLACEMENT WINDOWS/DOORS (PSF) AND 32-16d AND 12-16d 12. THE DESIGN OF THE PRE-ENGINEERED FLOOR TRUSSES SHALL BEAR THE NO HIGHER THAN 2/3 THE TOTAL RAFTER HEIGHT OF THE RAFTER FOR "ENCLOSED" STRUCTURE K __ 1 p LUS26 8-1 Odx11/2"„ SEAIL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES BEARING N (END ZONE = 7'-0") d LUS210 12-1Odx1 /2 SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE AREA 10sf 20sf 30sf CONINECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, SECTION AT COLLAR TIES ZOVERERAMING RAFTER POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. --INTERIOR 42,7 -46.3 40.8 =44.4 39.7 -43.3 r3-.� SECTION ENDZONE 42,7 57.2 40.8 53.4 39.7 -51.1 13. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE: SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES S--6 SCALE: NTS AREA 40sf 50sf 60sf SHAkLL HAVE TEMPORARY BRACING PER "COMMENTARY AND POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION REC=OMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATEDRAWN CONNECTED WOOD TRUSSES, HB-91." FOR OTHER BRACING REQUIREMENTS, MLC INTERIOR 38.9 -42.5 38.3 -41.9 37.8 -41.4 NOTIFY ENGINEER, PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP CHECKED ENDZONE 38.9 --49.5 38.3 -48.3 37.8 -47.3 DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. CCK DATE70sf 80sf 90sf 02/ /04 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION SCALE AS NOTED 37.3 -40.9 37.0 -40.6 36.6 -40.2 JOB NO. rllrrlrlllll/I E04--022 37.3 -46.4 37.0 -45.7 36.6 -45.0 PROJECT ;��ti�� `.��if�j • •, ��'• SHEET LOCATION �� cA •.�. THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THEr:.�r.a ��Bi '•t WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR ' S6 MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR " a - DESIGN WIND PRESSURES. el �,,, Wand Zone Map �- .� 6 7 - SHEET of PROVIDE AN ADDITIONAL ROW OF NO SPLICE IN DOUBLE ABOVE TOP PLATE, PROVIDE A 3"x3"x�/4" REVISIONS BY THICK STEEL WASHER. FASTEN WITH A NUT ALTERNATE THREADED R 0 D 8d NAILS AT 6 O.C. INTO THE TOP PLATE BETWEEN AND ALLOW AT LEAST 3 THREADS TO EXTEND MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST TOP PLATE (IN ADDITION TO OTHER ING STUDS AND FIRSTI _r ABOVE TIGHTENED INUT. (TYP.) SPACING PER SCHED. Z / CONNECTION SYSTEM NAILING SPECIFIED IN SCHEDULE. ANCHOR RODS. TOP PLATE w NUT AND WASHER. L 4. ROD SPACING, SEE PRE—ENGINEERED WOOD ROOF In— SCHEDULE. TRUSS OR RAFTERS. (TYPICAL) The contractor shall utilize the all---thread uplift connection system in lieu of some I I I I I I I of the light gauge metal connectors specified. I I I SHEARWALL I j I I I TRUSS--TO—PLATE I I I I I I I SH ARWALL I I Uplift connectors from the various truss members, conventional overframing, floor NUMBER OF KING STUDS I I SEE PLAN S E PLAN I I beams, support !studs, screened room floor beams, 6"X6" posts, deck framing, shall CONNECTOR, SEE I I I I I I I pp p 9 SCHEDULE. .�. `�I EA. SIDE OF OPENING, THREADED ROD I I I I I be installed in accordance with the Uplift Connector Schedule. D © I I o SEE HEADER SCHEDULE. TERMINATES AT I I I I I I I v U I HEADER SEE I v INTERMEDIATE I I I I I I I I ATI—Thread Uplift Connection System C CONTINUOUS SHEATHING I I I I Z Q I SCHEDULE. I Q SHALL BE PROVIDED LEVEL w/ NUT I I I I I I I I 1 I AND WASHER, I i I I I i i The all --thread uplift connection system (ATUC) is composed of one 1/2" diameter © r © I 1 o ABOVE ALL OPENINGS I I I I 36 ksi all—thread rod that runs the full vertical height of the wall penetrating both t o � o f I o � AND SHALL BE NAILED I I I I I I I I g p g » I_ _I__ I________�_____ �___ �_ _ ____I the top and bottom plates, and grouted with Simpson Strang—Tie High Strength 0 o I I o Q 3 O.C. ALONG EDGE I I I I I I I I Epoxy into the slab with 10" embedment. Use a 9/16" drill bit for plate and SHEATHING I w w I 1 w AND AT CRIPPLES ABOVE _ _+--___ I �_ �____I� �_+� __ I ��____ I ____ I __ .. _�__�....__..___I o 0I JACK STUDS, 1 HEADER. TYPICAL FLOOR ! I I I I I I rlr I_ I ! I I I concrete holes. The cast in place 1/2" diameter x 10" anchor bolts specified on (TYPICAL) I ¢ ¢ I I ¢ (TYPICAL) I I ! I 1 � / 1 SEE HEADER I < FRAMING I I r I I I I �� ! I I structural sheet S-5, section 1/S-5, may be utilized in lieu of the drilled and = = I SCHEDULE. 1 = PROVIDE AN ADDITIONAL. ROW OF I I I I I I I I I I epoxied threaded) stud at the concrete slab. The to end of the ATUC is bound to 1 I 8d NAILS AT 6" O.C. ONTO ONE OF I I I I I I I I I I the to late with a 3" square, � p cc> cOI I THE KING STUDS ADJACENT TO ALL I I I I I I ► I I I p P q / thick washer and a nut. The bottom plate is READIED ROUGH OPENING I I I I I I I I I I I bound to the slcab with a 1 i�z" round, 1/8" thick washer and nut. The all—thread SEE ARCH. 1 ¢ OPENINGS. (IN ADDITION TO OTHER I I I ! I I TE SAT I I I may be spliced with a coupler threaded onto the all—thread a minimum distance of Z S NAILING SPECIFIED IN SCHEDULE. I I I SHEAWAL1 I H ER I I �HEARWALL » 5 „ I I I SEE PLANT I DETAIL 6/S— I I SEE PLAN I 3/4" at each enid of the coupler. The coupler shall be rated for allowable tension w Q 10 EMBEDNJENT FOR /8 o I I I I of 3,200 pounds under wind loading. The locations of ATUC within the above L ? �? referenced structure shall be as follows: w bi __.I THREADED TROD OR 8" EMBEDMENT I z w o FOR 1/2"0 THREADED ROD AT I I I I I I I I I I Q J zu- N INTERIOR MIONOLITHIC Typical Wall Section 48" o.c. max ¢ UJ CONCRETE 'THICKENED SLAB I I I I I I I I I • = FOUNDATION Minimum Quantit,y of ATUC Between Corners ¢ w 1/2"O x 10" ANCHOR BOLTS w/—/ FASTEN THREADED ROD TO ADDITIONAL ANCHOR 2 cs Aloin Straight Run of Continuous Bearing Wall U —I m o 5 FOUNDATION NOT SHOWN p 9 9 g o z 2"x2'Y/8" PLATE WASHER. SPACING 12" EMBEDMENT FOR /8"0 THREADED ROD BOLTS ® 24" O.C. (If w °� Bearing Wall Ends Nat Including Shearwalls W 0 vii _j o AS REQUIRED TO MAINTAIN 24" MAX. OR 10" EMBEDMENT FOR /2 � THREADED ROD g ( g ) SPACING TO NEXT ANCHOR BOLT OR AT CMU (BLOCK) STEM WALL 1pc within) 3" of end studs = Z 00 THREADED ROD. Header Framing CO r_7� THREADED ROD ANCHORING SYSTEM DETAIL 2 THREADED ROD SYSTEM WALL ELEVATION 1 each side of opening within 3" of full height studs (n0 0 � 5--7 SCALE: N.T.S. S-7 SCALE: N.T.S. Bottom Plate Splices = ALTERNATE ALTERNATE Install %"0x8" w/ 4" embedment Redhead within 12" of splice, each side of U UPLIFT CONNECTOR AT THREADED—ROD UPLIFT UPLIFT CONNECTOR AT THREADED--ROD UPLIFT splice. A7C may substitute for Redhead, TOP AND BOTTOM OF CONNECTI N SYSTEM TOP AND BOTTOM OF CONN CTION SYSTEM EACH STUD, SEE SCHEDUL EACH STUD, SEE SCHEDUL GIRDER TRUSS, Uplift Connectioni at Girder Truss II I SEE ROOF FRAMING 1 each side of and within 3 of girder truss 0� I� �� II PLAN Shearwall All— Thread Connection System Mi II ;; 2pcs SIMPSON HTS24 HEAVY W II II NUMBER OF FULL l' 11 N MBE OF FULL HEIGHT DUTY STRAP ANCHOR, SEE The shearwall all.—thread uplift connection SWATC system. is composed of one , �I � p � ( ) Y p � II II HEI HT STUDS y II S DS EACH SIDE OF UPIFT CONNECTOR SCHEDULE 5/8" diameter 3�6 ksi all---thread rod that runs the full vertical height of the wall, (n EAC SIDE OF }; 0 ENIN , SEE PLAN 3"x3"x�/4" PLATE WASHER AND HEX—NUT penetrating both the top and bottom plates, and grouted with Simpson Strong—Tie j1 I; OPE ING, SEE ;1 11 0 SC EDULEa High Strength Epoxy into the slab with 12" embedment. Use a 11/16" drill bit for �1 HEADER, SEE SCHEDULr PLA OR SCHEDULE II HEADER, SEE SCHEDUL �� plate and concrete holes. The cast in place 5/8 diameter x 12" anchor bolts 'I AND PLANS AND PLANS II ll li II ,I specified on structural sheet S-2, shearwall specifications, may be utilized in lieu of II ;l II BEND STRAP the drilled and epoxied threaded stud at the concrete slab.. The top end of the OVER TRUSS SWATC is bound to the top plate with a 3 square / thick washer and a nut. I. TERNATE HEADER STRAPS, I. ERNATE HEADER STRAPS, .I 0 11 II II SEE UPLIFT SCHEDULE II AS NEEDED THREADED CONNECTOR WITHIN 3 EACH � �„ „ II SEE UPLIFT SCHEDULE 1I II II SIDE OF GIRDER TRUSS The bottom plate is bound to the slab with a 1—/Z round, 1/8 thick washer and II ;I 11 II nut. The all--thrread may be spliced with a coupler threaded onto the all—thread a ROUGH OPENING OPENING II ROUGH OPENING 1j 1 minimum distance of 3/4" at each end of the coupler. The coupler shall be rated SEE ARCH j; j! SEE ARCH for allowable tension of 4,500 pounds under wind loading. The locations of SWATC w [] II II /1",11, within the above referenced structure shall be as follows:CRIPPLE .I CRIPPLE ;I �STUDS ;i STUDSDOUBLE OR TRIPLE POST W/FULL BLOCKING BETWEEN FLOORS Miscellaneous 0 W The installed 1/zdiameter anchor bolts that are not utilized b the all—threadIISILL PLATE AT FIRST Y FLOOR, SEE WALL SECTIONS connection systelm shall receive a 2"x2"x1/8" plate washer and hex nut at the ¢bottom plate, z ANCHOR BOLT or EPDXIED W ¢ v ALLTHREAD CONNECTORMaintain a minimum edge distance of 2" from the outside edge of the embedded 2M w j- FRAMING AND STRAPPING TO FOUNDATION all—thread rod to the outside face of the 8" cmu stemwall. - U� * m FRAMING AND STRAPPING AT AT INTERIOR BEARING WALLLd EXTERIOR WALL OPENING STRAP ANCHOR FROM GIRDER TRUSS TO FOUNDATION The top plate shall be free of splits, checks, shakes, and wanes. W M TYPICAL The hex nut above the top plate shall be tightened to approximately 30ft.—lbs. of Ld torque. Changes in moisture content and the related shrinkage of building materials Q 0 3 DETAIL r4 DETAIL 5 DETAIL will effectively eliiminate the pre loading caused by the initial tightening of the hex S-7 SCALE: NTS S-7 SCALE: NTS5/8"0 S-7 SCALE: NTS nut. After all rough—ins of the mechanical and electrical trades are complete, and Q THREADED ROD prior to installatiion of insulation re—tightened the upper hex nuts to the required W 0 5/8"0 THREADED ROD REACHTION ANCHOR 30ft.—lbs. of torlque. 0 REACHTION ANCHOR AT EACH OF 2x4 BLOCKING AT ALL AT EACH END OFSHEARWALL SEGMENT HORIZONTAL JOINTS IN Z SHEARWALL SEGMENT 2"x4" BLOCKING AT ALL AS PER SCHEDULE WALL SHEATHING SHEARWALL SPECIFICATIONS AS PER ,SCHEDULE HORIZONTAL JOINTS IN WALL SH ATHING SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" W W 15<1 3PCS SIMPSON CS16, 40" LONG 3PCS SIMPSON CS16, 40" LONG SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" („I,,,,• o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL EXTERIOR WALL FRAMING EXTERIOR WALL FRAMING HORIZONTAL JOINTS. INSTALL ONE PIECE 5/8"0 DIAMETER ALL THREADED ROD ANCHORING THREAD CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. Z ;7--SYSTEM FROM ABOVE. I 1/2" CDX PLYWOOD SHEARWALL 1/2" CDX PLYWOOD SHEARWALL011-1 SHEATHING FASTENED TO STUDS SHEATHING FASTENED TO STUDS SW-2 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" W SECURE TO BEAM W/ 1 pc SIMPSON w/ 8d COMMON WIRE NAILS ® w/ 8d COMMON WIRE NAILS 0 SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 32 BLOCKING AT ALL " 3" OC EDGE AND 6" OC FIELD 1 pc MPSON HTT22 3" OC EDGE AND 6" OC FIELD o,c, EDGES AND 6" o.c. FIELD. INSTALL SPF HTT22 W/ 32-16d COMMON WIRE � ,q 1 EACH END 0 SHEAFALL A A # _jNAILS FOR 5/80 THREADED ROD. /2" CDX PLYWOOD EXTERIOR WALL SEGM NT AS ERS EDULE 1/a" CDX PLYWOOD EXTERIOR WALL HORIZONTAL JOINTS. INSTALL ONE PIECE 1/2 0 DIAMETER ALL II I SHEATHING FASTENED TO STUDS SHEATHING FASTENED TO STUDS THREAD CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. wj 8d COMMON WIRE NAILS @ wl 8d COMMON WIRE NAILS © SW-3 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x6" 3 OC EDGE AND 6 OC FIELD 3 OC EDGE AND 6 OC FIELD SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" III 2"x4" SPF#2 STUDS ® 16" OC 2"x4" SPF #2 STUDS ® 16" O.C. o.c. EDGES AND 6" o.c. FIELD, INSTALL SPF#2 BLOCKING AT ALL III HORIZONTAL JOINTS. INSTALL TWO PIECES SIMPSON CS16 AT III DOUBLE STUD EACH END DOUBLE STUD EACH END EACH END OF SHEARWALL SEGMENT. FASTEN THE CS16 WITH li OF SHEARWALL OF SHEARWALL 22-10d COMMON WIRE NAILS. DRAWN EXTERIOR WALL w/ 1/2"Ox1 O" II INSTALL 1/z" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER MLC III I ANCHOR BOLTS @ 24" OC II SW-4 CHECKED III w/ 2"x2"x1/8" WASHER , II 2x4 SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE. NAILS @ CCK ADD 2pcs SIMPSON CS16 STRAPS 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT DATE --x x x x x x LATERAL SHEAR ANCHORS: DRILL II f ALL HORIZONTAL JOINTS, INSTALL ONE PIECE 5/8"0 DIAMETER ALL 02/27/04 AND INSTALL 1/2"bx8" WEDGE l THREAD CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT. ORODHBEAMEADEREXPANSION ANCHORS w/ 2"x2"x1/8" II LOWER LEVEL , ASNOTED SCALF PLATE WASHERS @ 32 OC II SW-5 INSTALL /2 CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVF ,,, a, I EXTERIOR WALL FRAMING P �,t: JOB NO. » » » » 2X4 SPF #2 STUDS FASTEN WITH 8d COMMON WIRE NAILSAQ ..•...$44 , INTERIOR SHEARWALL SW-�- 3 FIRST SHEARWALL STUD INTERIOR SHEARWALL SW-- 5 » . , Eo4–o22 vni 3 o.c. EDGES AND 6 o.c. FIELD. INSTALL SPF#2 BLOCKING ,q. ' ,•� 'rte�jR�'•.f SHEET THREADED ROD TO BEAM CONNECTION OVER CONCRETE SLAB NAILED TO EXTERIOR WALL OVER TIMBER BEAM �� ADD 3.5"x11.875" 2.OE PARALLAN ALL HORIZONTAL JOINTS. INSTALL TWO PIECES SIMPSON CS16 /��e7a FRAMING W/ 16d NAILS rr PSL FLOOR BEAM DIRECTLY EACH END OF SHEARWALL SEGMENT, FASTEN THE CS16 WITH N n @ 8" O.C. EACH SIDE UNDER INTERIOR SHEARWALL 22-10d COMMON WIRE NAILS. a DETS 7 AIL 7 DETAIL 8 DETAIL a'�:: :� � .. ,. EXTERIOR WALL FRAMING _ r ' o S-7 SCALE: N.T.S. S-7 SCALE: 3/4" = 1'-0" AND SHEATHING S-7 SCALE: 4" 1'-0" SECTION A—Al 7j��✓�d� SHEET 7 OF 7 1633 /y �