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Plans Addition 1163 Beach Ave 2012 ALTERATIONS & ADDITIONS TO ADAMS'' PORCH. PORCH RESIDENCE ROOF DOORS& WALLS 1163 :BEACH .AVENUE: BEDROOM ;2 BEDROOM 3 ATLANTIC BEACH, FL t, 322-33 SINK, TOILET - BEDROOM 1 -� TUB 1, EXISTING° HALE & . BATH TO BE INTERIOR DOOR _ REMODELED TO ADD WINDOW - , BEDROOM 4 MASTER BATH / STAIR HALL' REBECCA H.�MENTZ ROOF I/ CLOSET. ARCHIT . EC .T 4655 APACHE AVENUE JACKSONVILLE, FL 1.01 EXISTING AREAS T4 . 32210: , BEDROOM 5 BEACH SAND PHONE::,904.294.0777 ' AREA TO ADD NEW ADD NEW CLOSETS FAX* "9o4:3s7.5610 BATH -- rebecca.mentz @ gmail.com -~- FL LICENSE AR 0012847 OTES -� DEMOLITION N I 1` Prior to demolition, erect dust: artltions.to minimize p RENSTROM� ENGINEERING, INC dust intrusion into area Of house-not involved in the STRUCTURAL ENGINEERING: . PORCH ROOF I New Work. CERTIFICATE 5605 1 2. Carefully demolish and NDmove items dashed and/or NOTED from sit*; leaving surfaces clean, solid 2710:ROGERO ROAD and read to receive nevi materials. Salvage and y -- -- . JACKSONVILLE FL 32211 ved and relocated in New Work.. -_ protect:mems to be remo� PHONE. ,904.745.1710 • • in sstematic manner, _.SECOND:-LEVEL PLAN : 3. Proceed with demoi�t�on� y from FLOOD ZONE A top to bottom. Refer to Floor Plan of:New Work and Structural Plan as need&d for.items:and clarification of � OCCUPANCy CLASS: GR :. limits to remove. Unless noted otherwise ail.demolished LINE OF ROOF OVERHANGmaterial red to be the roe of the APPLICABLE CODES. — —— — — -- — — — — — ___... shat! be co P P t'tY I — —-- -- -- BUILDING/EXISTING!. Contractor and'shai! be completely removed from the EXISTING ENCLOSED i RESIDENTIAL 2007EDITION - ob site. CONDITIONED SUNROOM i + j ;WITH 2009:AMMENDMENTS 1 4. Salvage all existing inte#,or doora:r►ote+ o be removed TO BE REMOVED TO - for ossibie reuse in NeW Work. R CH PORCH + p FOUNDATION AND 5. Protect existing work the is to remain.in place or that is I REBUILT (132 SQ. FT.) I: I to be reused by temporr cover, shoring, bracing _. and/or other supports. Provide new su orts or + pP pp' AND NEIN SECOND 2-STORY F ME I reinforcement for ex�stir conditions weakened b Y FLOOR BATH AD RESIDENC demolition. . DED TABLE OF.CONTENTS " DOOR #.11.63 + ABOVE (91 SO. FT. i 6. Shut off, ca as required those utilities to.be. removed, REI~OCATED_ENTRY .. p q Al :. SITE PLAN y I rotectin existing utili lines and components STAIR p 9 g . ty 2.50' DEMOLITION PLANS _ 'RELOCAT s: ED HVAC CONDENSERS LIVING ROOM indicatedto remain. A2 1 : LEVEL FLOOR PLAN . - n r , - 7: Return adjacent areas to conditio existin prior to work. j g p x , - "FINISH SCHEDULE I NEW GAS GENERATOR . . SILT ND A3 2 LEVEL:FLOOR PLAN 1 FENCE ' DINING ROOM PARLOR , z ROOF PLANS - t EXISTING ENCLO 'f O r '`i x NE PAVED.IJVALK&:: A4 EXTERIOR ELEVATIONS . .DOOR' i �- PATIO_.. WINDOW SCHEDULE UN CONDlTIQ A5 WALL SECTIONS DOOR . I 1 STORY PORCH TO BE .HEN RE'A � - . X ,--� , � T �. � . . , : . . WINDOW DETAILS . , • NEW KITC A I o 2.50.E Afi WALL SE9TIONS/DETAILS " REMOVED AND REBUILT o s r , , SCHEDULE- I ON EXISTING FOOTPRINT o I �,:. ; ; , , , . { s //, o _:.,! ? .LINE OF EXISTING.HVAC s ING SUNROOM i SILT r , :.. k;.c,� A7. 1 LEVEL:ELECTRIC PLAN EXIST �, . ; , � AS ENCLOSED t , CONDENSERS TO BE A8 2 LEVEL ELECTRIC PIAN X ` IFENIrCE +� ,. . , WALLS TO BE STAtR HALL PORCH CONDITIONED SPACE ;�� RELOCATED A9 INFERIOR ELEVATIONS INFILLED WIND0INS. �� - I l ..._ .�. - .. A10 SPECIFICATIONS {2.53 SQ. FT } EXISTING WOOD ENTRY REMODELED ----- __ - ADDED, i I x .DU STAIR TO BE RELOCATED • �_ . :. , ; •,, ; o - ,FOUNDATIONRROOF FRAMING S1. x OO & INTO'NEW KITCHEN/ ---� - — + - -- --- ---1 I HEM: - / ;;- r' _ LES`, o PLANS ND BATHROOM � - -- I - -- - t ,rY 2 LEVEL . � - T. =�__ ` r S2' SECTIONS- -. NEW BURIED LP TANK IA' 'L 'ti �' E / / / ,, x \ 1, NEW CONCRETE 1 1 DRIVE& S3 SECTIONS TO BE ADDED. ; EXiST1N�a. ENTRY 1 ° I 1 p ,r t, ; ` . \_ CAR PARK wOQD CONNECTORS i SINK.DW& . T i r., , SINK, TOILET / - /, NEW WOOD ENTRY STAIR. �, / OTHER STAIR AIV D :RAIL a j 0 S4 DESIGN CRITERIA VIER �/ / ;�/ , s� ..9 • '�' " ` SHO ,, �, ,�, .z �,.. E HEADER/BEAM SCHEDULE -,' /' apPuanrcEs REMOVED / NEW � - -� -- �= c� ' m 2 DETAILS i 9 ' GENERAL, STUD WALL& / STAIR AIDED AT .� 9 f LINE OF CONCRETE AND BRICK 'f' 'Q I ; ` F i Y EXISTING AREAS TO - F MASONR NOTES - - 9 � x LINE_OF EXISTING GRAVEL 1 PORCH E_ND BAY PAVERS TO BE-REMOVEp 'LOJ �, h , BE REMODELED t 2'STQRY , ENTRY DRIVE . . FRA J _ ' SITE; PLAN (NEW; PANTRY, C C L EXISTING PORCH TO "`-' " �` - _ --1--- ---- (CGA AL CONSTRUCTION LINE} 1" =20' BEDROOM &"POWDER � . x ROOM TOILET , BE REMOVED AND. ; L - -- r ' . DEMOLITIONLL HWH I __. _ _ GUEST I , SINK. _L�� REBUILT (NEW BATH, HO I .' . _, ' PLANS WASHER �- - �_- LAUNDRY, STORACIE '-{ �o ,00� , .• �� __ �/s9� _ c- _- -r -DRYER _ -1 AND COVERED ENTRY _ _ _ _�" LATER ,' i POW i � - 1V3E1•ER' .:; � .•• � POLE � � SHEET... -- - O O 'STAIR. Z x Z AI ' LOF1BEA CH A VEN FIRST. LEVEL PLAN vE DoE 0 R O.W.) o ISSUE DATE 12.20.fi 1 EXISTING/DEMOLITION SITE PLAN w UA° A REVISED1123/12 � (iONSTRUCTIf,?i�t'i�lA • ,EMENT . . . 40' E'; ddd 0 .214' a 1s' off.5' 10' . 20' NOT . SEE ELECTRIC PLAN FOR LOCATION a w + 1 PIN OF`EXTERIOR EQUIPMENT. a t - { ALTERATIONS & ADDITIONS TO ADAMS RESIDENCE . DOORS;: � • — I _ : 1163 BEAfCH AVENUE DOORS Wi ATLANTIC BEkCH, FL {r VENTED PANELS 32233' PORCH + i EXISTING TV F EXISTING.:FAREPLACE OPENING 1 m _ REBECCA H. MENTZ A R C H I T E ..DRAWERS 4655 APACHE`AVENUE 1 uv N 2 RIiA _ A , PARLOR 113 - MILLWORK JACKSONVILLE, FL , . Scale: 3/8„ = 1 lmo„ 3210 4 PHONE: 904.294.0777 _ FAX: 904.387.5610 4 VARLOR robecca.mentz@g'maii.com 113 I FL LICENSE AR 0012847 ..DINING_RM f 111 CEILING TO BE LOWERED ! IF NEEMD TO CONCEAL I I PLUMBING LINES EXIST. Il1TCH L MILLIYWORK FOR AUD*ONISUAL CASED OPENING & EQu#PMENT I COLUMN A I Z - ExiSTilvO ROOM FINISH SCHEDULE , G 4' OPENH lot- 1" - W NO: NAME FLOOR WALLS . CEILING. BASE TRIM s o MAT/FIN MAT/FIN MAT/FIN MAT/FIN MAT/FIN OO FIRST LEVEL 101 STORAGE Wt70D/PT:. WQCp/PT. WOODIPT WOOD/PT -, W.OQD/PT. , :. I NOTE: p L_ OPEN Et_OW VEN Ncc p 102 HALL WOOD/A WOOD/PT WOOD/A WOOD/A , WOOD/A 1 m DIMENSIONS MAY S w I o KITCHEN �, - VARY DEPENDENT � � J 103 LAUNDRY B/TILE C/PT WOOD/PT WOOD/A` WOOD/A 109 ON APPLIANCE to { , x 91 0 SELECTION PORCH 104 PDRM B/TILE C/PT WOODMI WOOD/A WOOD/A '!� 4e _ ISLAND �-j I ! of 105 BEDRM 5 WOOD/A. WOOD/PT WOOD/A WOOD/A WOOD/A BEA i FOYER �!� 7'1+ 0�; F•t'�, 106 CLOSET WOOD/A WOOD/PT WOOD/PT WOOD/A WOOD/A Z -- COOKTOP WI { "p 108 ..,�.. rn ! HOOD ABOVE J NEW RAIL { { _ - -- 107 . BATHRM B/TILE C/PT, TILE WOOD/PT WOOD/A WOOD/A N p , PT TRIM - L _E R/F �. SHOWER WINDOW 108 FOYER X WOOD/PT X WOOD/A WOOD/A NEW STAIR 109 KITCHEN ' X WOOD/PT WOOD/A WOOD/A. WOOD/A. Z LINE OF WALL ( 3 Q CABINETS VES BEDROOM 5 110 PANTRY WOOD/A WOOD/PT WOOD/A WOOD/A WOOD/A �+ �t� PER OWNE PANTRY ;` z SECOND LEVEL �X 1h1i IN G- C V t%I'i r y) E 110 w STk r i� SIM, 201 , STAIR HALL X WOOD/A WOOD/A WOOD/A WOOD/A SEE ELECTRICAL PLAN -- — ——� O I - `�'""r-_-- f " 202 BATHRM B/TILE C/PT,TILE. WOOD/PT WOOD/A ` WOOD/A FOR EQUIPMENT PLACEMENT IN THIS AREA twl� a 203 HALL X WOOD/A .. X WOOD/A WOOD/A EGRESS O WINDOW , - 206 MST BDRM REPAIR/REPLACE AS NEEDED TO MATCH EXISTING ST POWDER M - . ---- 0 � NOTES: 1 LEVEL • 104 , . ' tt K = 207 CLOSET X WOOD/PT X/PT . WOOD/A WOOD/A w.. _: ,�$ -HALL. FLOOR PLAN � r. � • 102 St % ALIGN , — _+ � 208 MST BTHRM 'B/TtLE C/PT, TILE WOODIPT WOOD/A WO /A, 1/4" SEE INTERIOR EL' EVATfONS FOR 209 BEDRM 3 x WOOD/PT x WOOD/A WOOD/A 7 ! c1oE �.� CABINETRY �-- , 210 CLOSET X WOOD/PT X/PT WOOD/A` WOOD/A FINISH SGHEC7ULE . 03_ ios --� i �m v FINISH DETAILS �. I -Q _ :r.... - .t. 211 BEDRM 4 X WOO /PT X WOOD/A, WOOD/A I SHELVING ,_..�_...a. • � OWNER �+► .. PER OWN EEE INTERIOR : DRY�R _s ,: _,._.. 02 P p S ELECTRIC 212 CLOSET X WOO/PT X/PT WOOD/A: WOOD/A l NTE R I O Rf + VEN ! OSTORAGE . PLAN FOR c _ , _ W/o e - - ,01 �y ELEVATION , _ . _ s �-. EQUIPMENT. SCHEDULE & " ISSUE DATE 12.20.11 PLUMBING , PORCH - > SCHEDULE NOTES: . NEW .. A- IiIIATCH FINISH TO EXISTING:WOOD . . . _ + PARTITIONS/WALLS SHEET I BATHROOM B- '/z" CEMENTITIOUS BACKER BOARD . RJNDRY� G 't _ G � 107 .. 103 C- COMBINATION 'A" GWB &WOOD.--SEE INTERIOR.ELEVATIONS AZ QF 1 .0 1 '/x"TILE BACKER BOARD AT SHOWER AND TUB LOCATIONS . X- EXISTING ' ` FIRST LEVEL PLAN _ �1 �1J� � tt i. t t tt It •. - z J 0 1' 2' 4" $' 12' _ +M tall loi•Di� t2, ,`,� rl,, . ft ' V&?—I I✓ `'C (TO MA-T6H P.Il 1" �-00TPIZIN I'> t ALTERATIONS & ADDITIONS TO ADAMS RESIDENCE 1 � , __..._ f �--•- RIMATCH EXIST. AS 9EQUIRED - - - 1163 BEACH,AVENUE, ME ! ATLANTIC BEACH, FL f !! _ I10 � 32233 OPEN FOR AN EQUIPMENT;' f PORCH PORCH 7►Z" v�ti�� REBECCA.H.. MENTZ DRAWERS DOORS WITH AoJusT: sHE�VES A R C H I T E- C T 3 MILLWORK BEHIND REPAIR CEILING,& FLOOR` } B ASTER BEDROOM 206 MILLWORK; { MASTER,BEDRM �'AS NEEDED AT PARTITION 4655 APACHE AVENUE 206 REMOVAL Scale: 3/8" = Vmo JACKSONVILLE, FL - ., ._._ . ... .... ._. _.. .,._. .,.. _ .� .. ___., ..� � 32210 t CROWN/MATCH EXISTING PHONE: 904.294.0777 FAX: 904.387.561 0 11 WOOD/,MATCH EXISTING = t } I EXISTING ROOF " #.� CROWN ' rebecca.mentz@gmil.com I t ` FL LICENSE AR 0012847 t BEDROOM 2 _ fAll 204 FIXED �. t i , AS E R iBb1:WR HALL 1 �! 203 1' � SHELVES & RTlS z ` ICER OWNER : j ADJUSTABLE SHELVES �1 BOOKSHELVES , I , Q UNDER SHINGLE C � FLASHING @WALL i" I 207 I I (TYPICAL) ---I • ,-. , DOOR AT EXISTING,., EXtSTI�-ATTIC 1' `- CASED OPENING q WINDOW CLOSET ACCES_,S FINISH:PER OWNER 205 -- , WALL TO CLEAR CASING _ BASE/ MATCH,EXISTING:.; ° - ALIGN WALL W/RAIL, � , _ C HALL 203 INS BOOKSHELVES 5 NEWEL POST TO BE � G 02 �' ATHRM _. __.__.__._ REMOVED Scale: 3/8„ -=-202- STAIR.HAL_L:: BEDROOM 3 201 EDR � LOSET _ 210 -- METAL ROOFING N t —W c0 j y LINE OF WALL BELOW G SHELVES& RODS � 2nd LEVEL PER OWNER FLOOR PLAN/ LEVEL ROOF PLAN 1/4 1 y�0,y N !' BEDROOM 4 ¢ r CL2 2ET '� 2nd LEVEL .-- � ROOF PLAN LINE OF WALL BELOW 1r4of UNDER SHINGLE FLASH AT VALLEYS & _ ._._ 4:12 .. .r ... .... FLASHING 0 WALL ,�_. 4:12 4a 2: NOTE. � -` I . ` , PITCH BREAK (TYPICAL) 44 N SEE INTERIOR METAL ROOFING { MISC. INTERIOR .. ELEVATIONS ,�►` - �__:�' - EXIST 10:12 E FOR CABINET & `► - --� ELEVATIONS l-t3 L' . FINISH DETAILS l _ _ _..._�_.�.._'w ISSUE .DATE[12.20.11 SEE` ELECTRIC 6si2 6:12 ... -- ASPHALT SHINGLE PLAN FOR � �— —� - — ' �� :ROOFING TO MATCKt �' 011 EXISTING EQUIPMENT SCHEDULE & 1;$� �,$�► SHEET : PLUMBING SCHEDULE A3`0F 10 NEW PARTITIONSMALLS 2!'1 t LINE OF WALL BELOW LEVEL FLOOR PLAN/ Vt rw.. NDLEVEL ROOF PLAN ROOF PLAW 2 LEVEL _ O 0 1' 4'. 8' 12' 1�4 to = 1„Q'o.._ Z ALTERATIONS &ADDITIONS.TO. A ADAMS RESIDENCE ASPHALT SINGLES TO MATCH EXISTING WINDOW SCHEDULE2- _ , �-- - 1163 BEACH AVENUE MARK TYPE , SIZE -- gUANTMY ATLANTIC BEACH, FL 32233 A WOOD 3'-0"W X 6' —0" H • DOUBLE HUNG MATCH EXISTING (VERIFY) METAL EAVE DRIP B WOOD 2'-6"W X 2'-6" H 3 _ AWNING -2 -- ; FIXED- 1 @ SHOWER G . ._._.. C WOOD 2"-6"W X 5' -0" H 3 LINE OF FLASHING - _ METAL ROOFING. BELOW SHINGLES" T DOUBLE HUNG REBECCA-H. MENTI D WOOD 2'-6"w x 1'-6" H 3 _ _ ;WOOD TR{M BOARD FIXED .�.. � - --. - " .41 s1 6: 2 . E WOOD 2'-8"W X 4'-6" H 1 _ , =` .4655 APACHE AVENUE . DOUBLE HUNG JACKSONVILLE, FL 32210 NOTES: .._ -- METAL EA VE DRlP _�__. ---- ► PHONE: 904.294.0777 �_ FAX 904.387.5610 y : — MATCH FINISH, PROFILE, GLAZING AND MUNTIN PATTERN OF EXISTING =SHINGLES- — ---- --- r�f WINDOWS. _ 8 rebecca.mentz@gmaii.com .::..r_-__- G ,s FL.LICENSE AR 0012847 ALL WINDOWS VISIBLE FROM ANY POINT ON THE BEACH TO RIECEIVE TINT TO A HOOD TRANSMITTANCE FROM INSIDE TO OUTSIDE OF 45% OR LESS, EXHAUST VENT — — WINDOW MANUFACTURER SHALL PROVIDE ENGINEERED SHOW DRAWINGS THATs ; : ;:NEW E TRY STAIR INDICATE METHOD OF ATTACHMENT,WATERPROOFING PROCEDURES AND - .va ► a ; ' NIEW q PJL>- )DATA THAT INDICATE WINDOWS WILL SUFFICIENLTY RESIST DESIGN WIND PRESSURES FOR LOCATION. --_ — __-- RELOCATED ' HVAC COND. M IE Wl Per" ell , E t REBUILT SUNR( OM/ ILATICt PANELS SECOND-LEVEL BARGE COAT BATH ADDITION ..REBUILT PORCH: ON CMU it WEST (ROAD) ELEVATION.: ' - - .. .. .. w.wMww.• :n.4+wAfA1M.tM ASPHALT SINGLES TO v MATCH EXISTING ROOF 4:12 METAL EAVIE DRIP t t t r { • t G NG METAL ROOFING, METAL ROOFING( 74111 METAL EAVE DRIP . : Z t WINDOW .WOOD TRIM_WARD WOODTRIMBOARD SHINGLES � E ' • �--- LINE OF FLASHING � . SCHEDUL�E -- NEW'WINDOW BELOW SHINGLES f' EXTE I OR.. r METAL SAVE DRIP ELEVATIONS -- --- --- SCALE: /a,,:_ it„0„ 4 F-0 . -NEW:STEPS TO 7 : -F NEW.WALKWAY, NEW STEPS TO - -` 4 - NEW PATIO SHEET -_ - -� - 31 _--- _= A4 of 10 uu OEM ISSUE .,DAT REBUILT SUNROOW LATICE PANEL LATICE PANEL _ -- SECOND LEVEL BATH PARGE COAT . «' PARGE COAT ADDITION- ON CMU REBUILT PORCH REBUILT PORCI=M ON CMU ., 1 :NORTH (SIDE) ELEVATIONSOUTH (SIDE) ELEVATION , v :SHINGLES ALTERATIONS & ADDITIONS TO FLASHING ADAMS (P&S) INSULATION SETAN SEALANT 'METL DRIP CAP RESIDENCE } FINISH HEADER P & S -- PEEL & STICK WOOD CASING t !W.R.B. TO LAP (MATCH EXIST.) `METAL FLAsHiNi»G ' 1N.R.B — V1�EATHER . MIN.4" ! FOAM SELANT INSULATION RESISTANT SHEATHING - y 1163 BEACH AVENUE WOOD CASING FINISH AS SCHED. BARRIER & (MATCH E.XlS'O \ STUDS(3) ATLANTIC BEA H, F \ c wooD caslNG 32233 WOOD WINDOW (MATCH EXIST.) 3 R. FOAM SEALANT HEAD � -o't. REBECCA H. MENTZ. A R ,CH' I T E C T a" UP SHEATHING 4655 APACHE AVENUE FLASHING (P&S) EXTEND MIN, --SHINGLES JAMB EACH SIDE FLASHING W.R.B.(WRAP TO INSIDE &TACK) w .___ w., _ _ _�__ _ -�__ _ ._ -.< METAL EAVE DRIP • � SEALANT 32210 p WOOD CASING ? j INSULATION BAFFLE a (MATCH EXIST.) PHONE: 904.294.0777 J FAX: 904:387.5610 STANDING SEAM METAL ROOF: 1,-8 rebecca.menu @ gmaif:com OVERBUILD ARE #30 UNDERLAYMENT FL LICENSE AR 0012847 t ; t I WOOD CROWN WOOD STOOL ' - BEADBOARD PLYWOODSHEATHING . APRON (MATCH ' , I . I (MATCH EXISTING) SEALANT 30#FELT ON 1 I SHEATHING SHINGLES: ;� EXIST.) - -_.:�- W.R.B`(WRAF TO TURNED UP.AT . `�: 2 X 8'S 0 24' O.C.: INSIDE.&TACK) — METAL ROOFING -� :_ r, VERTICAL II Y 1- � VER I 4 4 SHEATHING !; 1 C :� 1 3 , ` , k r '� `F ! ; META SAVE DRIP METAL EAVE DRIP,, ,;"; ' i' -': ;' i :, -- 2 X s: BE�►DBOARD ' t -SILLfflN --,- CONT. SCREEN ` ,.-- 1 VENT _ INSULATION (R-30}. X TRIIt# WOOD CASING:TOS, : co , �� � BEADEIOARD - *- FINISH AS SCHEDULED r WINDOW DETAILS � MATCH EXISTING.. ( • CONT. SCREENI VENT` - CROWN Scale: 3„ 1,_� 4 G BEADBOARD — ; _ WOOD CROWN VRT CdL •- CROWN SI )IN - 1 X FRIM ON BLOCKING - - BOTTOM OF .TRIM BOARD , ( ��`"'K3- INSULATION W t 1 X TRIM BOARS WINDOW HEADER W.R.B_ . `` �._� FINISH AS SCHED.. X ` 'ON BLOCKING HEADER 3 X 4 CEDAR aME SEE STRUCTURAL DRAWINGS ` ( W/2 X2 LET IN FOR ALL FRAMING MEMBER SIZES, i 61, O.C. - - ..� FLASHING (P & S): j WOOD CASING 2 X 6 S 16 O.C. METAL DRIP CAP (MATCH EXIST.) WOOD DOOR W/.. CONNECTIONS, CLIPS, NAILING GLASS TRANSOM SET IN SEALANT FOAM SEALANT PATTERNS AND FOUNDATION CEDAR SHINGS INSULATION (R-11.MINIMUM) _ I� DETAILS. (MATCH EXIST* FINISH AS SCHEDULED INSULATION co W.R.B. ON -- ` FINISH AS SCHED. 'SHEATHING f t'' STUDS(3) 1/ O R w 1 ) ' WOOD CASING ; NSI .r` 3DAD ;jt (MATCO EXIST.) \ O R.t) WOOD CASING ' (MATCH EXIST—):r R ' 2 X 6.P.T..PLATE TRANSOM MATCH EXISTING POSTS AND RAILS WOOD'BASE (MATCH,EXIST.) HEAD ._ DOOR 2—2 X 6 TREADS FINISH AS SCHEDULED FOAM SEALANT tj �. ALIGN WI H , SHEATHING MOD FLOORING ON J EXISTING LOOR BUILDING PAPER ELEVATIO 4 , OIN SHEATHING 2 X D C IN / r i 3/4 "SLOPE FLASHING (P&S) SHEATHING 'DOOR SEALANT (WRAP - - - _._-. METAL THRESHOLD WOOD CASING SET IH ADHESIVE (MATCH EXIST.) TO INSIDE&TACK) ; r i ' , { q ;{ IAMB - , : WALL SECTIONS FL 2 X 6":� 16" O.C. i RIPPED FOR SLOPE _ io +1 LATTICE PANEL; �� ;INSULATION{R-19 MINIMUM) - __ SEALANT, FINISH FLOOR WIN DOW. & DOOR (MATCH EX } r-�_ 2 x 10S. 1s o.C. DETAILS P.T. SILL NOSESUPPORT -_ PARGE COAT O -2—2 X 1O'S RIM JOIST - -� 2 X 12 P. ,� 2" O.C. N 8 CMU CMU PIER BEYOND � '(FILL SOLID WITI GROUT) v-- TERMITE SHIELD: ISSUE DATE 12.20:11 SEE STRUCTURAL FOR _ S.S. ANQ�-E BEYOND 0 SOLID PIER REINFORCING -- =� SUBFLOOR REINFONCED` { EXISTING GRAD E I - CONCRETE PAD S �.� --- r_ SHEET WOOD DECK1iG - • i CONCRETE FOOTING ` , . A50F 0 SILL �" � • L ` • ' ' 8" tCMU REINFORCED . PILE Co'WCRETE FOOTING `. . DOOR DETAILS Scale: 3" 1'=O" WALL SECTION @ ENTRY PORCH TYPICAL WALL SECTION SCALE: 3/4" _ V- 0!! VV SCALE: 3/4 1 . p�� ALTERATIONS & ADDITIONS TO ADAMS RESIDENCE 1163 BEACH AVENUE INSUL,AItION.BAFFLE: SHINGL, ATLANTIC BEACH, FL ' ROOFING (TO MAJCH EXIST.) 32233 #30 UNjERLAYMENT SHEATIJING p INSULATION (R-30) 12 4 REBECCA.:K MENTZ ARCHITECT 2X6'S024";O C. 4655 APACHE AVENUE. fSATCH R!P � -, . r� ` r r, - _ ;; �� ;� "�;� �;� ` �» JACKSONVILLE FL FARING METAL,D ,..� � ..�....t � J'�. t i ,. gXIST. B E � EDG z , 3221:0. Jj Alb PHONE 904.294.07.77 FAX: 904:387:5610 CONT. SCREEN ,l rebecca men#zCgmail:com " VENT FL LICENSE AR 0012847 BEADBOARDFINISH 4►8 SCHED. CROWN &TRIM WOOD tROWN t (MATCH EXIST.) 2 X 4'S (@ 16" O.C. G. SHINGLES"` :_ ___--. FINISH AS SCHED s` w. (MATCH EXIST.) „ {� WOOD IBASE W.R.B. ON TO MAftH EXIST. SHEATHING TILE 0144x 1, $�, .!' " Y2" CEMlENTITIOUS } c END WALLBACKEI BOARD' FLASHING SHEATIAI EXISTING AL.IION 1Nl DOOR SCHEDULE EXIOT METAL ROOFING ; -NUMBER SIZE MATERIAL TYPE REMARKS FLOOR ELEV. ON 30# ' UNDERLAYMENT FIRST LEVEL 01 2'8"X T0"X 1 %" : 'WOOD A PAINT FINISH LOCK ASHEATHING 12 . REENGINEERED/ 02 3'0"X T0"X 1 �4" WOOD/GLASS B PAINT FINISH-EXT �t 6 ' REFABRICATED:IN D WOOD FINISH -INT RUSSES 0 24'..0. GLASS TRANSOM LOCK/DEADBOLT METAL DRIP EDGE t rr tit , 03 2'8"_X 7'0" SNOOD C WOOD FINISH (GLASS TRANSOM. PASSAGE HDWRE �} 04 2'8"X T0" 'WOOD C WOOD FINISH , GLASS TRANSOM PRIVACY HDWRE - 05 2'8"X 7'0" SNOOD C WOOD FINISH _._ ... 1 i GLASS TRANSOM PASSAGE HDWRE NEW BEAM 06 PR 2'0"X 7'0" WOOD D PAINT FINISH `'"^- INSULATION I " , " PASSAGE HDWRE (R-11 MIN.) WOOD TRIM r 07 28 X 70 WOOD C "WOOD FINISH BEADBOARD GLASS TRANSOM PRIVACY HDWRE 09 PR 2'0"X 7'0" SNOOD D PAINT FINISH �.: " LINE:OF PASSAGE HDWRE CROWN &` FINISH AS TO BE REMOVED BEAM' 1 X TRIM SCHED ON 10 2'8"X 7'0" WOOD C WOOD FINISH � � 2 X 61S 16" OJ,,C. 'GLASS TRANSOM PASSAGE.HDWRE SHINGLES 12 4'0"X T0" WOOD/GLASS E PAINT FINISH -EXT. °�' W.R.B. ON i VERIFY SIZE TO WOOD FINISH-INT. MATCH. EXIST. LOCK/DEAD BOLT { „� SHEATHING r : - LINE�OF BASE CABINET SECOND LEVEL 02 2'8"X 7'0" IVOOD C WOOD FINISH EXISTING FLOORING GLASS TRANSOM PRIVACY HDIVRE r 06 2'8 X 7'0" `WOOD C WOOD FINISH ; � - SEE STRUCTURAL DRAWINGS PASSAGE HDWRE os 2'8"x 7'0" WOOD C WOOD FINISH EXISTING FOR:ALL FRAMING.MEMBER SIZES, .�. . ; PASSAGE HDWRE (FLOOR _._ __w: ._.. CONNECTIONS, CLIPS, NAILING 10 2'0"x 7'0" WOOD D PAINT FINISH `� PATTERNS SAND FOUNDATION PASSAGE HDWRE 12 2'6"X 7'0" WOOD` C PAINT FINISH( DETAILS. PASSAGE HDWRE , NOTE: - SALVAGE ALL INTERIOR DOORS TO BE REMOVED TO REUSE IN NEW WORK WHERE EVER POSSIBLE r WOOD FINISH TO MATCH EXIS'T'ING DOORS: EXISTING FRAMING, WALL SECTION EXISTING STEM.WALL DOOR & FOUNDATION DOOR TYPES SCHEDULE ., M1 A B C D E ISSUE `DATE. 12.20.11 r t SHEET A61OF: 10• 1 X 4 T&.G GPANEL RAISED WD PANELS «TURTLE" GLASS '�- (MATCH RAIL& STILE PANELS' - WALL. SECTION C� KITCHEN/ .2 LEV L,.BATH ;. DIMENSIONS OF - � LES 4" -' 1 , 0�� EXISTING DOORS) SCALE: 3I -- p ALTERATIONS & ADDITIONS TO ADAMS t RESIDENCE, . . �--- 1163 BEACH AVENUE. - - ATLANTIC BEACH, .FL' 32233 I REBECCA H. MENTZ I iLARCHI ' T .E .CT r 4655 APACHE AVENUE ( i JACKSONVILLE, FL. 32210 i i ( PHONE:`904.294.0777 FAX: 904.387.5610 rebecca.ment @gmaii:com FL LICENSE AR 0012847 l . n ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 08 NEC. PROVIDE ARC-FAULT CIRCUIT l i 4ig INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 t I -cw tGN : G } POWER/LIGHTING LEGEND i Rpt WIRING:(CONCEALED) � CABLE OUTLET — — – 1 MOUNTN BASEBOARD.. EXCEPT AT COUNTERTOPS TELEPHONE OU't�LET Q - 110V GROUND FAULTi 1nlP DUPLEX'OUTLET .. – ELECTRIC PANEL' , .110V WATERPROOF GROUND. ,x FAULT DUPLEX OUTLET ` SINGLE DOLE SWITCH . . i DEDICATED.� – (S EMANUFACTURER'S LIT) OPTIONAL fi HIGH _ WOOD SCREEN WALL _ 3 wAY SWITCH o OUTSIDE SHOWER { SURFACE OR PENDANT I CEILING FIXTURE, PBO,-IBC -Q DIMMER SWITCk1 jELECTRICTLAN c EQ�IPMENI _SCHEDULE PLUMBING FIXTURE. NCE,PSO, IBC . HARDWIRED SAKE i SCHEDULE . . wALI,sco �---- 1 S DETECTOR 1 LEVEL — — ,�.-� STACKED WASHER & DRYER FIRST LEVEL 1/4" _,1 I- 0» INP — — – WALL:.LIGHT MOUNTED N []--- SECURITY PANS t c wp w 2 ABOVE DOOR, PBo,IBC EQUIPMENT <2> IRRIGATION CONTROLS AU SINK LAUNDRY 103 S SCHEDULE' D RELOCATED HVAC.AIR HANDLER TOILET—POWDER RM 104 ���- RECESSED FANLIGHT r 1 r� NUTONE MODEL 744NT 1 l f 4 REFRIGERATOR/FREEZER/42"WIDE C SINKlUNDERMOUNT, FAUCET 75 WATT PAR 30L PLUMBING M 104 (CONNECT TO A GFCI (( COOK-TOP/GAS/36" POWDER ROO �7V H EDU LE 1 COOK / PROTECTED BRANCH D SINK/UNDERMOUNT, FAUCET CIRCUIT) t0 , fi, HOOD WITH EXHAUST FAN & LIGHT BATHROOM 107 FLOOD LIGHT MOUNTED ISSUE (�A"i'E 2.20.1 ON EAVE O DISHWASHER TOILET t BATHROOM 107 _ 8 DOUBLE OVENS/30"WIDE SHOWER HEAD,VALVE 4 ` HIGH WOOD SCREEN WALL ._-- -- -- -- -- -- — g TANKLESS HOT WATER HEATER BATHROOM 107 .�} CEILING FAN LIGHT SHEET LP GAS T SEPARATELY SWITCHED 2N°UNIT TO BE IN ATTIC SPACE)) � SINK/UNDERMOUNT, FAUCET GENERATOR LP GAS KITCHEN 109 AT of 10 10 GE � SUGGESTED LOCATION-FOR HVAC CONDENSERS—2 SHOWER HEAD, VALVE HVAC GRILL IN CEILINGS OR 11 EXTERIOR: WALL t PBO = PROVIDED,BY OWNER �y 1' INSTALLED BY IBC CONTRACTOR �, I WOOD CROWN & WOOD CROWN& OPEN SHELVING CASING 7 WOOD CROWN CASING CASING.., ALTERATIONS & ADDITIONS TO . _ ADAMS: _ . . - _ •• - ; - -_ _ GWB/p' w • LT. SCONCE TILE . . . , . _ . . . : RESIDENCE GWB/P� # TRIM WITH PEGS }, " - N 1 } # +; ] . 16 BEACH AV • . DRYE ) O _TI E.. � '� 3 AVENUE d- 3 1 }i \ t � , , � , ,. ...ATLANTICBEACH, FL I � t � # � �• ,i I1 t _ � 07 • r WOOD/PT N 1 _ ,V IVEOPT _ _...: Ll 32233 J C. 'n SINK `.� I .. / # l y<f v - ,, 7 I 0 F• t:. : \ ASH E t .. BASE . DRAWERS WOOD BASE TOILET WOOD BASS DOOR WITH TILE •BASE. TRIM WITH PEGS DOOR W/TRANSOM ,� TRANSOM nA , LAUNDRY :103 B C D E BATHROOM 107 SHOWER WALL 12 O.C./PT I REBECCA H: MENTZ FRAMELESS SHOWER DOOR: ARC :HI . T' ECT WOOD CASING EXISTING BEAM,: & CROWN ,4655 APACHE AVENUE EXISTING BEAM FALSE BEAM ,;--- ;--*- FALSE BEAM FALSE BEAM: _., _ ....._. T �..:_..::_,- .._... _ JACKSONVILLE FL FA LSE ;, ## t +# .=._�E-- - - - - . . - t 32210 I .# PHONE: 904 294 0777 } , , ; TRIM BOARD r I DPT' WOOD/PT .�,.t;. :�:,• 00 I I I •�� �� 1 � i - ,, 1 WALLFAX: 904.387:5610 ING WOOD I! ' ` } 2 ? ' x C , INET6 GWB PT - - rebecca.mentz @ maii.com .RI OARD t t # t LT,,SCONCE a FL LICENSE. AR 0012847 MEN/ t I;� : 1N40D CASING& E 11 ti HOOD \ \ EXI ING - ;'-- , WIN OW r f i : ► t t t � ., 1 00, ; t -OPEN: OPEN -- . Mu � t i { ,��+:1/ 'it �� f t \ / / / - � '••( � i � 1 � P � t` � t \I • f ► t ' ii z TILE -» w _, WOOD/PT' 4 I TILE: ; , 1 ;`I;f .,� COOKTOP - , K,' {/�,,,,�,�� # t 111 t � {l !i 1 � � # 4, t • OPEN t i : DRAWERS. END PANEL OF END PANEL OF DOOR W/ DRAWERS WOOD BASE: TOILET -TOILET NOTE DOOR WITH t OVEN UNIT ISLAND N4T SHOWN R/F UNIT TRANSOM TRANSOM KITCHN1 d9 POWDER RM 104 I IN KITCHEN END PANEL/ ELEVATIONS L VANITY WOOD CROWN DOOR W.ITRZANSOM' Ih!OOD CROWN; t+ .;#,, t r •ir ,t q } I t ; r _ - t;l t j+• � , t ; :WOOD/PT:. � ; t WOOD/PT - t. TRIM p •GVat IPT o 5 1, - . .. , .. t GWO/PT OPEN TO -FOYER. -_ C .CABINET WOOD CROWN .._ , 1 - SCONCE -- - _-_ t WALL CAB — , ✓ i T MIRROR t ! r, - t � i t i I� � 11 <��� � � i • r � � w- _ it ! �-•¢ p R RIG/ 1_-_ _._` .,t. ,i._I._ n_t�`LT - . _ _ t 1. r , 1 3 I F EZER 1 1 . _ -SINK/- K- SI ,.. _i... � -SIL . t - _ EE TOILET TUBTUB __ - _ _.3 :+. . ., __ .. .►._ TRIM; DRAWER TRIM _ DRAWERS: TILE OR STONE � TRIM' • KITCHEN 109 L BATHROOM 202A OT a HVAC SUPPLY 0 BASE END PANE, wool)CROWNELEVATIONS TER�OR }, I. '-_ GWB/PT r GW t GWI3/PT SCALE: 3/8" = 1'-0" TRIM WITH'PEGS @ _ /PT EN 12" O.C./PT - . SSUE DATE 2.2 .1 t OPEN TO I( ITCH _ t ---= - 1 0- - f OO ' LT.SCONCES � WOOD TRIM WITH PEGS _ FACING COOKTOP ISLAND END ._L_ ---� _' @ 12"O.C. /P ►_ '. TRIM/PT GWB/PT 1 _ ` # } •• A. PULL OUT TRASH- 1 _ t t EX -TIN � - I t. t _�. 1 E \ _ • . i f x f; , TILE W! OW - ; SHEFT , { � S t � • . ,, .<,- ,,,_ • + + . . { ., : r, t ` is t s> ) , LT. SCONCEt TILE 3 E t l I { t D WOOD/P'T ; t: ► 4 / i : , r I _.___ _ o i , / r J- ! _.w .xr I � A9. )f 10. , WOOD/PT _ TOILET I t I - .► r Jill t - f 1= _— ; � I � ..,,. �_ _� r _..-_ _�__._ ..�-• i IJ:r.. .. yL-:_..il. � t ' } _ ``l S w �, i��' ..FACING.DINING RM / I % .<� REESTANDING TUB t _ _ TUB; f .,1... _ TU I TUB / ISLANDr-in 1 , ELEVATIONS ` WOOD CASING`/BASE WOOD BASE DRAWERS: _ WOOD C NG &WOOD TILE BASE @ SHOWER'. FRAMEL 8SS SHOWER BASE WALL DOOR FOYER 108 MASTER BATH RM 205 : ALTERATIONS & ADDITIONS TO , s ADAMS :RESIDENCE SPECIFICATIONS 1163 BEACH AVENUE GENERAL CONDITIONS Th most current edition AIA contract for construction for Small Projects,Standard Form of DIVISION 9- FINISHES ATLANTIC BEACH, FL 1. Contract: e 1 A Agreement between Owner and Contractor,or an other m1utuall agreed upon Contract shall constitute a part 6.02 _FINISH CARPENTRY - : - g y y g Po Refer to interior elevation drawings for extent of finishes. of the Contract Documents. Any supplementary conditions:may be outlined in that agreement.A schedule of A. Interior: 9.01 GYPSUM WALLBCjjARD « 32233 reed upon between Contra n Owner and shall be included in the Form of Casings,molding and trim shalli"be clear Fir,White Pine or Poplar for paint finish or A. Gypsum wtallboard and/or ceiling board shall be ATSM C036,Ys thick,6/8 thick if framing is greater progress payments shall be ag p mor and Agreement. Match existing species for cieair finish. Profiles to match existing profiles in building unless noted than 16"O:t, Moisture resistant board shall be used in Bathrooms. 2. Insurance: Contractor shaltP rocure and maintain during t1he life of this Contract Workman's Compensation Otherwise on Drawings B. GWB shall the screw-applied,with necessary accessories and finished with three coats joint compound for II f his employees to be engaged in work oth this project. The Contractor shall effect and Shelving: 11 'h"wide or less lgouglas fir B or better grade and joint t e complying with ASTM C-475. Finish.being smooth or matching existing adjacent wall. Insurance o r oP 1 maintain comprehensive liability insurance in amounts agreed upon with Owner. The C6ntractor shall fumish Wider than 11 '�"A-B gradfa, interior plywood with 3/8"x 3/"Douglas fir or pine band on visible edges. Ceilings shall be finished smooth with no texture. with satisfactory proof of carriage of the insura required. B. Exterior: C. Provide ce9nent file backer board for shower and bath wall and floor tile installation. It shall be'/z". the Owner it a ry p 9 r� q are treated lumber and/or 1 x finger orated cedar 3 Extras: Without invalidating the Contract,the Owner may Order extra work or make changes by altering, Fascia and trim boards:2x prem 9 jointed "Durock"orr"Wonderboard"or equal; from the Work the Contract sum adjusted accordingly. Eaves:bead board to match a)disting. Siding at porch: 1 x 4 smooth T&G cedar g,02 TILE adding to,or deducting , ming * g Y - t Documents: The Contract Documents shall cormtsist of the following component arts: General Shingles:cedar,sizes,exposurie,coursing,texture to match existing. A. Provide anfd install floor,andd wall the in locations as indicated on DRAWINGS and as selected by 4 Contract ng po P between Owner and Contractor,t Drawings and Specifications and an addendum Treads&Risers and Railing: p1rovide"Kodiak"composite engineered deck boards(5/4"thick)and Owner. PrObvide bull nose trim and other shapes as required to produce a completely finished Conditions,Agreement �D g p Y incorporated in the Documents prior to their execution. rails.Color as selected by Ownor. Provide in strict accordance to manufacturer's recommendations. Installation. Provide stone threshold at shower doors. i ncorpo Facilities and Temporary Controls: The Q*ntractor shall provide but is not necessarily C. Provide insect screen at inside flace of vents:aluminum wire cloth,gun metal finish 18 x 16 mesh. B. Use bondiing mortar grout,type and width as recomrrlended by-tile manufacturer. 5 Constructionpo ry p Y REBECCA M. MENTZ sanitary facilities enclosures includi all scaffolds shoring,steps,tarpaulins and other D. Workmanship: C. Submit grojut samples for Owner selection. limited to: telephone, ry eig a 9• Ps. iP ht and well-nailed. Make joints to conceal shrinkage;miter tile.installations begins. it s necessary for proper completion of the Work in com lance with pertinent safet and health regulations. Produce joints which are true, 1 9 . D. Tile Contractor to supply and install approved shower pans before tA em ry P P P pil P Y and electricity will be provided from existing structur®, exterior joints;cope interior joirl�;miter or scarf end-to-end joints. Install trim in pieces as long E. At completl�n of work, Leave Owner l0�stock of each type and color lite used. R C H T E C T watera e ty p 9 fi. Completeness of Work: The intent of the Drawings and ifications is for the Contractor to obtain the as possible,jointing only when$olid support is obtained. Install items straight,true, Level,plumb and 9.03 WOOD FLOORING pGe $pec all labor, materi n for a complete job except where it firmly anchored in place. Nail tilim with finish nails of proper dimension to hold the member firmly in A. Provide ani nstall hardwood strip flooring on felt or building paper.Submit sample of proposed necessary building permits and to supply alis and equipment o p 1 P . 'N 'I exterior rt with galvanized nails, Makin join to exclude water . n. Provide nominal 1"thickness, 46 is specifically indicated that materials, labor or equipment*hall be furnished b the Owner. Contractor is to place without splitting the wooc)l ai exte. o trim t g g joints material,stain,and polyurethane finishes. Owner's selection.. 55 APACHE AVENUE P� Y i Code forms a Y and Product Approval and setting in waterproof glue®N'sealant. On exposed work,set nails for putty. tongue arms groove strip;wood flooring in species,width and grade to match existing wood flooring.„ . supply completed Florida Energy Efficiency ntd load calculations a PP II surfaces before being nailed in lace. 9 nue and shoulder. Provide W. JACK$ONVIL�LE, FL ` Information sheets as is needed for Permitting. Anything that is not shown on the Drawings, but called for in E. All exterior trim to be primed ole a 9 P B. Install overr wood subfloor by blind nailing at the intersection of the to g f implied, is to be 6.03 MILLWORK Expansior�;'oint at walls when securing to subfloor. Remove existing wood strip.flooring as.required to 3221 the Specifications,or vice versa,or anything not express y called for in either,but reasonably p , * n fill and furnished b theContractor. Unless otherwise noted match existing construction and finishes both interior and Provide and-install Architectural woodwtork to AWi grade as specified by Owner. Provide in locations and as make a smooth and unnoticeable transition from the existing to:new areas. Machine sand,u y g , atchin all surfaces as required to match ad'aceiNt surfaces. diagrammatically indicated on Plans,an#d Interior elevations.All cabinet hardware shall be furnished and finish existing and new strip flooring in New Work. PHONE: 904:294.0777 exterior, P 9 q 1 . 7 Standard of Work: All work shall be performed in accordetnce with manufacturer's instructions and generally installed by casework manufacturer. Plrovide countertops as specified by Owner. Owner to select door styles, C. Handling: `To maintain proper moisture.content,wood should not be transported'or unloaded in rain or FAX 904.3$7.5610 P 9 Y woods species,finish,construction a And decorative hardware. excessive) humid weather not until building is enclosed and all building materials dry. accepted standards of good practice by skilled workmen wing proper tools, unless more stringent P type by 9 9 rebecca.mentz@gmail.com requirements are specified. 9.04 PAINTING 8. Shop Drawings, Product data and Samples: Make subsnmats of shop drawings,manufacturer's product DIVISION 7-THERMAL AND MOISTURE PRm PROTECTION A. Work inclines painting and finishing of interior and exterior exposed items and surfaces in New Work FL LICENSE AR 0012$47 literature and/or samples far enough in advance of schedulle dates to install to provide time required for review 7.01 BUILDING INSULATION As well as;Exterior trim at eaves and windows. and P operating possible resubmittal.Closeout submittals include, but amre not limited to: o eratin and maintenance data, Provide building insulation(batt),:in thidlknesses to meet the R-values indicated on the Drawings. Fasteners B. Owner to select all colors and approve all glosses. warranties and bonds,keys,spare arts and material extrQt stock list of subcontractors, rinci al•vendors and other accessories as required dor a�complete and proper installation according to manufacturer's C. Provide th(e best grade of the various coatings as regularly manufactured by Benjamin-Moore or Y , P p P P 9. Cleaning: Contractor is responsible for removal of all debt, Kee the site free from accumulation of recommendations and to meet the latest#edition of the Florida energy Code for residential construction: approved%quivalent. Provide the following paint"finishes.to all new surfaces; 1 coat.primer/sealer, Po P debris during construction. Upon completion of the Work Dave the project ready to use without the need for Additionally provide minimum 2"thick sNund attenuation in waifs and/or floor cavities between habitable 1 coat undlercoat,1 coat finish coat.Ai!exterior paint shall receive a mildew-resistant additive. further cleaning of any kind.Areas affected by the Work shall be restored ored to their original condition. spaces and Bathrooms D. Preparation: Prepare and clean unfinished surfaces and previously.painted surfaces in strict accord- 10. Errors and Omissions: The Contractor shall study the Pifans and Specifications to assure himself that no 7.02 WEATHER RESISTANT BARRIER(WIRB) ance with tthe.paint manufacturer's recommendations. Remove,mask or,otherwise protect items not errors or omissions exist,as well as verify all existing condliltiorms. Provide"Tyvek"by Dupont house wrap)Around entire perimeter of Addition. Lap all joints and fasten not to receive paint finish. Remove all dust,dirt;mildew,rust,oil.grease and other deleterious wrap per manufacturer's instructions. f um house wrap into all openings. substance. Smooth wood surfaces,exposed to view using the proper sand paper. Seal knots and DIVISION 1 -GENERAL REQUIREMENTS 7.03 SHINGLE ROOFING resinous*ood. Putty nails holes,cracks and blemishes after priming coat has become hard and dry. 1.01 SUMMARY OF WORK A. Provide all labor and materials to complete roofing on Second Level addition Roofing shall not be E. Site condihions.Do not apply.paint in rain,fog or mist or when relative humidity.exceeds 85% A. Demolish existing Porch and rebuild on existing forst print to include new entry, laundry room, applied during precipitation ands only when existing and forecasted weather conditions permit work to or to damp or wet surface. Storage closet and Bath. 9 P ry ry be performed in accordance widh manufacturer's recommendations and warranty requirements. F. Applicatiorn: Apply paint on clean surfaces in strict accordance with manufacturer's recommendations. 9 B. Remodel existing sunroom area to house new Kitcltmen. B. Shingles: To match existing r«of-standard,self-sealing or interlocking asphalt/glass fiber shingles, Sand andi{dust between coats to remove defect visible to the unaided eye from a distance-of 5 feet. ' C. Add Second level Bathroom above new Kitchen . mildew-resistant, UL fire label(glass"A"with minimum 20 year limited warranty and comply with Allow sufficient drying time between coats as recommended by manufacturer. Cloudiness,spotting,." D. Remodel.and enlarge existin second level bathrocpm to become Master Bathroom. ASTM D225 or ASTM D3462. IMatch existing in.color, pattern and dimensions." laps,bruslh marks,runs,sags and ropiness and other surface imperfections will not be acceptable. E. Add new closets ace in second level Bedrooms. C. Underlayment-30 Ib.Asphait=aturated felt,comply with ASTM D226,Type I or ASTM D4869, : G Upon conhpletion of work,deliver to Owner,extra stock equaling 10%of;each color,type, , P Type I. One layer applied startling at eave,shingle fashion parallel to eave,lapped 2 and fastened F. Site improvements o include demolition of existing;paving areas and entry stair to porch and YP Y PPI 9 P gloss useid,tightly sealing each and clearly labeling with locations where used. Addition of new stair,walk,drive and car park area, sufficiently to stay in place. 1.02 SPECIAL CONDITIONS D. Fasteners-Provide galvanized)nails, minimum 12 gauge shank with a minimum 3/8" DIVISION 10-SPECIALTrIES T Contractor shall keep disruption of that portion of the t being extensive altered to a minimum. diameter head of a length to penetrateahrough the thickness of the roofing materials and the Provide and install the folllbwing items;'firmly anchored into position,level"and plumb and in accordance with The Con ra ep p po house no g ly Construct and install dust partitions located to protect part(of house not involved in construction. The sheathing. Secure shingle"to r6?of with not less than 4 fasteners per strip Unless otherwise noted manufacturers recommendations. Fasten all into.wood studs or into solid wood blocking P Attachment of asphalt sh le:s�hall comply with ASTM D3181 modified to 120 mph)or M-DC PA Contractor shalt stockpile materials and equipment in the Aireas mutually agreed upon by Owner and pha Ing PIY ( P ) A. Owner pr®vided wall mounted toilet and bath accessories and mirrors/medicine cabinets.. Contractor. Owner will be responsible for moving all fumitsere and personal items to be salvaged from the 107-95. Fasten allI into wood studs or into solid wood blocking. areas involved in the New Work E. Flashing: Install in accordance3,with manufacturer installation recommendations including valleys and B. Framelesis,clear,tempered glass swing shower door. Glass thickness and hardware to be Pitch breaks. Remove existingtshingles as required for proper installation where New work joins selected l yOwner Existing. C. Wood"shiaker"style pegs set in trim board. See INTERIOR ELEVATIONS.. DIVISION 2-SiTE WORK D. Metal clothing rods in quantities and lengths as indicated by Owner. 2.01 SITE CLEARING Contractor shall clear,grub,remove and dispose of vegetation and debris and,other obstructions within 5 feet 7.04 METAL ROOFING of the perimeter of the construction of rebuilt porch except#br such objects designated to remain. Roots and A.: . Provide architectural sheet mettal for a complete standing seam(Sem-lok)roofing system as « manufactured b SEMCO, heastem Metals. Pane!selection 40-year SemCoat Plus or 50-year DIVISION 11 --EQUIPMEi�'(provided by Owner) organics in the upper 12 of budding area shall be remove.and replaced with clean sandy loam. Unless y lection per Owner.Submit shop Drawings showing information Contractor,shall coordinate,Einstalla#ion of residential Kitchen and Laundry equipment. Refer o,manufaurer's indicated to be removed,locate and protect active utility)tiles prior to excavation. Copper XT per Owner.Color sr$ P p specification for power and;other requirements and to Cabinet Maker's shop drawings for exact locations. Contractor 2.02 GRADING, EXCAVATION AND BACKFILL concerning fabrication,instaHattbn,joint details and fastenings. shall provide all wer,plu - n -30 Ib.as halt-saturated felt,comply with ASTM D22fi;Type t or ASTM D4869 P Pt? ninbing and venting connections. Equipment shall be firmly anchored into position, level and Earthwork shall be executed to provide grading as required). Perform excavation to the grades and elevations B. Underlayme t p plumb.Test Wvenf ro er s of all footings must be at-least 12" w natural or excavated grades with footing Type i. One.layer applied stark 9 at eave,shingle fashion parallel to eave,lapped 2"and fastened P Y P R r working order of each. indicated. The bottom g lbeto a g 9 bottoms being left undisturbed. Compact all exposed soils With a walk behind vibratory plate compactor. . Sufficiently to stay in place(tuii underlayment up vertical surfaces not less than } C. Provide all panels,eave drip. eformed valleys,side wall and end wall flashing, hip and ridge cap and DIVISIONS 112,1 3,14-N@�T USED Grade areas adjacent to building to achieve drainage away from the structure and to prevent ponding. P its,sealants and other accessories needed for ro er and complete 2.03 TERMITE PROTECTION vent,pipe boots,fasteners,clew P P P Inst su N slabs rade and water-tight Installation. DIVISION 15--MECHAN1�gL The entire soil area shall be chemically treated against blterranean termites below a s ab grade, Install in strict accordance witIO manufacturer's..recommendations and the latest edition of SMACNA's Plumbing:Provide plumbi as"needed for a complete and proper installation, but not limited to:. footings,and decks and around foundation walls of New ftrk. Provide Owner with Pest Applicators warranty D. eta A. Hot and cold water.piping system. Modify,replace and/or extend as required for New Work. and/or coordinate with Owner's Pest Control Provider. Architectural Sheet Metal Handbook", 2.04 WATER&SEWER SYSTEMS 7.05 FLASHING&SHEET METAL Hot water{piping system shall include new gas#ankless Rinnai water heaters(2)installed in ' A. Provide flashing and sheet me#ial required to prevent penetration of water through the exterior shell Locations lirmdicated on Drawings:as provided by Owner. Extend and connect to existing as required.. ercial items may be used for flashing,trim, reglets and similar B. Drain,wash and vents stems-modify,replace and/or system as required for New Work. 2.05 PROPANE GAS SYSTEM of the building. Standard"comiin Y 9 Y fY. P Y q s provided such items imeet or exceed the quality standards specified.Flash for all pipes, C. Layout sY�em in careful coordination with the Drawings;determine proper elevations for all Owner to contract with Gas company to provide buried LP i0a tank and provide piping and installation to purpose p component of the system and using the minirnUm number of bends to produce a satisfactory Appliances and hot water heaters. Vents and at all protrusions. functionin 2.86 IRRIGATION SYSTEM B. In addition to complying with portinent codes,comply with pertinent recommendations of the %system Layout pipes to fall within partition,wall,floor or roof cavities and.not to require Modify existing system if required and relocate controls in Mora a closet of New Work. current edition of"Architecturall Sheet Metal Manual"as published by SMACNA. Provide highest Furring otFm�r than shown on the Drawings. od y g ys req g D. Provide a quality and gauge commensuitate with referenced standards. nk*Install all Owner selected plumbing fixture,fittings and faucets as well as alllnecessary DIVISION 3-CONCRETE C. Roof Drip Edge-aluminum,mljnimum'0.032 prepainted (white)to match existing profile.Apply Components for a complete installation. See Dumbing Schedule.on Drawings.for types and direct) on wood deck at eavese and over the underlayment at rake. Eave drip edge shall extend Locations 0f new fixtures. Provide cast-in-place concrete,form work and reinforcement wher®shown on the Drawings and as needed fora Y E. All Plumbi complete and proper installation. See Notes on STRUCTURAL DRAWINGS for required standards of quality. VV below sheathing and extentd back on the roof a minimum of 2 inches. Mechanically fasten at 2009 Am �to be-in compliance with Florida wilding Code.-Plumbing-2007 Edition with maximum of 12"on center. "dments. DIVISION 4-UNIT MASONRY D. Provide over window and doosr metal flashing(copper ASTM 8370, 16 oz per sq.ft.(0.0216-inch thick) where not provided.or included on windows or doors. DIVISION.16•-ELECTRIC*L 4.01 :CONCRETE MASONRY UNITS(CMU) turned in at all openings. A. Modify and*extend existing electric service,providing the complete electrical system for all Alterations Provide ASTM C90 standard hollow toad bearing masonry.+units of dimensions shown on Drawings. Provide"Peel and Stick"fl�mshiln9 And Additi- o « « W. E. Termite Shields: Provide acrid iinstall beneath plate at stem wall.They may be fabricated of copper or ins. Existing service panel to be ret®cated as indicated on Drawings. Where dimensions are not shown provide units having n nkinal face dimensions of 16 x 8 x 8 int shouldt be lapped 3/"and soldered or should be flat locked. Corners should Additionallb provide wiring for smoke.alarms and cable and telephone connections as directed by the Provide accessory shapes as indicated or as required Galvanized steel. Jo Owner.` Alfl exposed materials(i.e.outlets,swi hes,etc.) shall match color and style of,existing 4.02 MORTAR Be notched,filled and soldered!• house or Provide Type S,ASTM C270. E Flash for.all pipes,vents and St intersections of roofs with walls and a#all protrusions. 4t approved by Owner. 7.06 SEALANTS AND CAULKING B. Drawings ire diagrammatic and shown the gen�iral location.of elements but do not show the run of 4.03 EXECUTION conduit noir arrangement of circuits. La only d concrete mason units in cunni bond with Ntmortar joints of a uniform thickness of 3/8". Throughout the Work both interior ands exterior,seal and caulk joints as required to* a positive C. Layout: A( g Lay is to be struck flush or masonry raked.Install level, lurid and firm) anchored into.position..Use masonry barrier against the passage of mois#uife and air. Color to be clear or match adjacent color. Y it work to be laid out so that there will be'a minimum of cutting of construction., " Join YP y P See Struclthral Drawings for approved cutting ofistructural members. saw to cut and fit units. Provide reinforcing,anchoring syMem,etc.as indicated on STRUCTURAL D. Provide(urhless otherwise noted)and install all Ight fixtures,fans as indicated on Drawings. DRAWINGS,fully embedded in grout.All reinforced maso44ry units shall be filled solid with 3000 psi grout. DIVISION 8-DOORS&WINDOWS • 8.01 DOORS Submit Prgduct data on Contractor provided unspecified fixtures for Owner approval. DOORS Provide panel or sash doors of appropriate grade for paint or clear finish as indicated on DOOR E. Provide arifd connect gas emergency generatorl.to LP gas system. DIVISION 5-METALS P e existing interior doors in New work wherever practical F All Elec#ri%I Wiring to be in conformance to the..National Electrical Code-2008 Edition." �+ • required for SCHEDULE.Salvage and rears ,9 -SPECIFICATIONS Furnish and install all structural steel,reinforcing steel and mesh ft called for on Drawings,or as may be eq be provided and installed as indicated on DOOR SCHEDULE and on complete installation. See Notes on STRUCTURAL DRAWINGS har required standards of quality. Furnish with one Fixed Glass transom panels t® P DIVISION 17•-HVAC shopcoat metal rimer paint. Set the work accurately into position,plumb,level,true and free of rack. Anchor firmly INTERIOR ELEVATIONS. A. Remove P P P um thickOess 1 W and to meet high velocity window requirements. �d reinstall existing Air Handler inne*v location in Closet beneath stair. Exterior doors minimum Remove into position. beach shall be zed with glass that transmits no more than 45 percent of inside light. mid relocate Condenser units as indicated on Drawings. Modify and extend ISSUE DATE_ 12.20.11 Door facing. g vi and install finish hardkware,weather stripping,sealant,threshold and fasteners to anchor First and*econd.Level systems to supply New Work. Note suggested supply grills on DIVISION 6-WOOD&PLASTIC C. Provide y g Location of supply and return grillesto be approved by Owner and Architect. 6.01 ROUGH CARPENTRY firmly into position, interior dolor hardware shalt match existing unless otherwise directed b Owner. Dstall l Install in strict accordance witlh manufacturer's recommendations. Frames should be square and B. Instal!all e3quipment in strict-accordance with manufacturer's recommendations and in compliance A. Provide wood, plywood,pre-engineered trusses,nils,bolts,screws,anchors and other items needed as recommended by HVAC subcontractor.. With Florida Building Code-Mechanical-2007 Edition with 2009 Amendments. to perform rough carpentry as shown on the Draw4ngs and as needed for a complete and proper plumb. Undercut interior doom Test and 4ijusteach piece of equipment and each system as required to assure proper operation. 8.02 WINDOWS installation including all hocking and fire stopping,As required. ted on the Orawin s and W INDOW SCHEDULE. Install in strict Eliminate noise and vibration and assure proper function of all controls,maintenance of temperature B. All existing rough framing and sheathing exposed pn the New Work is to be inspected for rot and Provide and install wood units as indis 9 and o er Accordance with manufacturer's recotlrmmendations. piton in accordance with the approved;destgn: SHEET weakness. Repair and/or replace all inferior members. rs shall be glazed with impact glass for High Velocity Hurricane Zone B. Provide antd install Bath exhaust fans.cooktop hood exhaust fan and.ductwork to exterior in locations 8.03 NOTE: New Windows and Exterior Ddb C. Provide materials to the standards of quality indiciated in the Notes on the STRUCTURAL mutually a@reed on by Owner and Architect. Provide 4"rigid metal exhaust duct for clothes dryer. DRAWINGS. Wood in contact with masonry,corwete or earth and elsewhere shown on Drawings or an approved hurricane shutter systiem shall be installed. Provide ►metal sleeves and hoods at wail or roof terminus. A10: OF 1. 0 shall be pressured treated(P.T.)Southern Yeflowl Pine complying AWPB CP-2. Use corrosion C. All e.quipn*nt shall be tested and adjusted as required to assure proper operations. resistant connectors where exposed to weather"o+t as needed for compatibility on certain pressure D. Submittal 9j: Owner operating manuals,maintenance procedures and warranties. ,- treated woods. D. Produce joints which are tight,true and well nailed with members assembled in accordance with the Drawings and Specifications. - ` ~ _ - -- - - -- - - -- -f-- - -- _ - - - -- -- - - --- - - - - - - - -- - - - - - - - - - - - - - U o co EXISTING HEADER OVER ► 2-1.75X5.5 LVL CEILING RAFTERS—� DOOR TO BE REPLACED �TO SUPPORT 4X4 STRAP TO STUDS WITH SAME SIZE HEADER I W o AT HIGHER ELEVATION , W/ 2-LTS16 STRAPS EACH END Q n t NEW HEADER OVER I BEAM OVER NEW ENLARGED OPENING, N�IALLWAY BELOW OL r67 - - - -- - --- -- - t UA 1 1 - - - - 11�— I I � I - M I I- SUPPORT HIP 2X10 i OVERBUILD C 1 CEILING RAFTERS II 1 I I I I I I II ON LVL'S WITH 4X4 I FRAMING Z o _ POST. LSTA9 TOP ANLL SHOWN DASHED - - - - - --- - - - - - - - - - I 2X8 RIDGE ( o I I I ( I ( 1 I( BOTTOM OF POST W = A ( I � 1 I I I I I II 1® ( 1 W c I / \ 2X6 RAFTERS tai -� S-3 _ 1 - - - - AT 24" 0.C. s-2 W Z '1' I I I II - - - - - - - - - / / \ t3 z sIM Z DOUBLE CEILING 5 W Y - - - - - - - - RAFTERS TO SUPPORT I ( I a 01 HIP W/ 4X4 POST i S-2 2X10 HIP II II 2X10 HIP LL O 1 MEMBERo Oq OA 1 ® MEMBER 1 - - - - - - - - - Q IT �A � o � S-3 PROVIDE LTS 16 I I r ' � � a NEW HEADER IN N )C'4 STRAP AT HIP I N NN 1 MEMBER TYP. 1 2X8 HIP I 1 I EXISTING WALL N �/ o � N MEMBER I• - i cn LL N N I G PROt AREA A AREA B STRAP AT HIP AREA AT AREA B VIDE LTS16 t O/ IMEMBER TYP. ROOF AND CEILING cn ' RAFTERS 2X6 AT i <9 9� � -- -- -�- SECOND FLOOR/ LOW ROOF PLAN 24" HIGH ROOF PLAN ��'�� t SCALA 1/4"=l'-O" - - - - - - - -�— SCALE 1/4"=l'-O" NOTE& 1. VERIFY ALL EXISTING CONDITIONS AND DIMENSION I NOTES: 1. VERIFY ALL EXISTING CONDITIONS AND DIMENSION PRIOR TO CONSTRUCTION. PRIOR TO CONSTRUCTION. Q 2. VERIFY FINAL DIMENSIONS WITH ARCH. 2. VERIFY FINAL DIMENSIONS WITH ARCH. 3. CEILING RAFTERS 2X6' S AT 24" 0. C. ROOF RAFTERS 2X8' S AT 24" 0. C. 06 UNLESS NOTED OTHERWISE. ♦♦^^ v, Z cM O M � N </ J AREA A > V- ` .. W V � N m Q m AREA OF WORK— AREA B W M U co ♦'' cc Q BEACH AVENUE W KEY PLAN �- - - -- - � - - - - -- - - -- - - --A�h I - SCALE: NONE I I W I ❑I F-1 ! STRAPS F N �j o jROM I I I BEAM TO 2X10 NAILER HI EXISTING FLOOR I I En BLOCK SItE 1 ix SECTION BEAM 6 - - -- --- -- --- -- --- -- --- -- --- --- -- --- - FOOTINGS 2'-6"SQ. X 1'-0" Z S- �i 9-2 NOTE 3 W/ 3-#4 E.W. BOTTOM NOTE 3 -- -- - -- ' 8X16 PIERS #5 VERTICAL BARS BLOCKING; -------------------- " o I I WHERE SHOWN = SEE SECTiION o _ 2410 FT RS T 1 OIC. N 4 F Q N `# — -- N `�`e,��tieeunem�Pnurnpp -- -- -- 2 2X1 -- --- -- -- --- - ` G: LS-2 -- 0 4 PE" N &4c' N I I I i I N -2 ,� �� •� ass II I _ __ 21X6 AT 1�i" OAC. 1 __ • - 11 $� n '14) N N , - -- - - - - - - - - - _ _ �[ � �� SL� s •, SyC II �- IF] I N S-r� _r� ❑ C�I��NI�37"37�I - - - - - - 2-2X10 2-2X10 2-2X10 I �� 4j •fC a., (—r a ' 3'-8" '-2 '-2 3'-11 " '-4 3'-i 1j" N 11 I EXISTING FOUNDATIONS I ( A9S-3 I ) I I i I I I ! W I w N NO CHANGES " n n " n — - - - - - - 0 con N 2 -0 4 -10 6 - 10 -5 2 -0 I ) I I ( I I S-3 t - - - - - - -- - - - - - EXISTING FLOOR t ii i r 25'-3" FRAMING NO CHANGES I I� - - - - - - - - - - - - I� F-1 I 8" CONC. PAD FOR - - - - - - - - - - - I� ( I 1 STEPS W/ #4 AT 12- - 2" L_ - - - - - - - - - -J I I O.C. EW CENTERED - - - - - -- - - - - - II , t - - - - - - - - - - - - - I N N NO l I (n AREA AI I AREA B AREA A AREA B I ❑ ' I I l I I It w - - - -� FOUNDATION PLAN - - - - - - - - - - FIRST FLOOR PLAN3 w 2 = � O U SCALA 1/4"=l'-0" SCALE 1/4"=l'-0" NOTE%: 1. VERIFY ALL EXISTING CONDITIONS AIVD DIMENSION NOTES: 1. VERIFY ALL EXISTING CONDITIONS AND DIMENSION PRIOR TO CONSTRUCTION. PRIOR TO CONSTRUCTION. S- 1 2. VERIFY FINAL DIMENSIONS WITH ARCH. 2. VERIFY FINAL DIMENSIONS WITH ARCH. 3. DRILL 6" HOLES AND EPDXY 2-#5 X 2' -0" 3. ALL FLOOR FRAMING SHALL BE PRESSURE TREATED. OF 4 DOWELS INTO EXISTING FOOTING. �l u Zu _ W O C Qh Z � u V.. h PROVIDE 2X4 FLAT BLOCKING AT I 48" O.C. IN FIRST 3 SPACES AT ' ` ' 0 TOP AND BOTTOM OF TRUSSES. 2X12 NAILED TO EXISTING W W _ 1 H2.5A PLUS A-- 4 LSU26 HANGAR PROVIDE X-BRIDGING OR PLYWOOD STUDS WITH THREE 16d W V .- CLIP AT EACH BBETWEEN TOP AND BOTTOM `NAILS AT EACH STUD M RAFTER _ 0 PROVIDE 2X MEMBER RIPPED) TO Z o SUPPORT NEW RAFTERS ANU SHEATHING. 2X6 ROOF AND SCREW TO EACH RAFTER ANP BLOCKING CEILING RAFTER§ \ / \ i ' w o \ / Z W U- AT WITH 3-#12 X 3" SCREWS AT AT 24" O.C. EACH BLOCKING OR RAFTER - - j \X/ \X W W Ld ' 6 � — - - - z Z I p WU CS22 STRAP. NAIL TO 2X4 TO J BLOCKING IN FIRST TWO SUPPORT o 12 ( SPACES 4 TOPPLATE OF WALL. CEILING L- = o co I- w NAIL RAFTERS SOFFIT AND V w EXISTING ROOF FASCIA. SEE TOGETHER 2X6 ROOF AND FRAMING I ARCH. W Ir CEILING RAFTERS 0 AT 24" O.C. ' � co � i - - - - SECTION 2 SECTION K3 SCALE: 3/4"=1'-0" S-3 SCALE: 3/4"=1'-0" S-3 ' MATCH EXISTING L ' r� H2.5A PLUS A34 H2•5/A AT yr SOFFIT AND CLIP AT EACH EACHI RAFTER ?i z FASCIA. SEE RAFTER ARCH. NEW HEADER IN O TYP HEADER EXISTING WALL. SEE D/S-4 SEE PLAN 0 cl Q 06 —�/`— ♦♦^^ v, CUT ENID OF BEAM Z TO MA1TCH ROOF M SLOPE O N N STRAP 01PAM TO :............................................................................... C M WALL WITH. TWO � J STUD WALL MTS30 STRAPS L . AT,"� -Efflk m W < SEE NOTES I �-- V 0 > cu to m STRAP EXISTING; Q m m STUDS TO NEW' BEAM V VTHA413 HANGAR M H2.5A PLUS A34 LSU26 HANGAR SHEATHING SEE (v) N WITH LSTA24 S;I'RAPS r ... '' W (D CLIP AT EAC14 NOTES AT EACH STUD.. �- RAFTER HU11 HANGAR 2X6 ROOF APO W Q CEILING RAFTLERS F PROVIDE STUD AT 24 O.C. PACK UNDER D 12 1F - - - I BEAM. rr^^ 61VZ ! W r- SECTION r4 THA413 TRUSS 16" FLOOR TRUSSES THA413 •FIRUSS EXISTING FLOOR " ' HANGARS FACE AT 16" O.C. PROVIDE HANGARS FACE FRAMING SCALE: 3/4"=1 -Q S-3 co MOUNT. FLAT 2X4 TRUSSES. MOUNT. WOOD CONNECTORS N E CTO RS 1 Q SOFFIT AND- FASCIA. SEE TYP HEADER SUPPORT STUDS, TRUSS OR FLORIDA Q ARCH. POST OR WALL SUPPORTED ITEM APPROVAL NO. SEE S-4 ITEM t ONE END OF STRAP OPPOSITE END OF STRAP EXISTING BEAM TO BE REPLACED TA34 8-8dX1.5" TOTAL FL10446.3 WITH NEW BEAM AS �t-IOWN. ACTUAL CS22 7-1 Od 7-10d FL10052.1 1111u1unaeuinnn!!• CONDITIONS ARE UNKNOWN. DETAIL MAY CHANGE DURING 'CONSTRUCTION. -8d FL10 H2.5A 5-8d 54f56.12 a� ,.• �. �` s _ STUD WALL `°�� �•••�CENS'' ''• SEE NOTES H3 4-8d 4-8d FL104,56.13 No.3 1 HU11 22-16d 6-10dX1.5" FL105,31.10 STRAP NEW STUDS DOWN TO EXIST14G BEAM WITH LSTA24 � ••• ' ����� LSTA9 4-10d 4-10d FL10g>552.5 ''a STRAPS AT EACH STUD. ',',���41!!!i 1.1111 1\II LSTA15 6-10d 6-10d FL10&52.4 z Q � � o LSTA24 ;& 9-10d 9-10d FL 108:l52.4W, �! w C14 w N N EXISTING BEAM AND LSU26 6-10d 5-10dX1.5" FL10447.14 a- to .- FLOOR FRAMING LSSU210 10-10d 7-1 OdX1.5" FL10447•8 I 1 I ( EXISTING PIER BEYOND LTS 16 12-1 OdX 1.5" TOTAL FL1041,56.30 MTS30 14-10dX 1.5 14-10dX1.5 FL104:56.37 vi PA51 9-16d 9-16d FL474p:263 z 0 SP4 6-10dX1.5" TOTAL FL104,66.43 �+ SP6 6-10d TOTAL FL104-,66.44 0 SSP 7-10d TOTAL AT DOUBLE PLATE, 5-10d AT SINGLE PLATE FL104:,66.48 z Y q w 2 THA413 14-10d 14-10d FL104-47.20 o tL SECTION 1 U26 6-10d 4-1OdX1.5" FL10655.144 SCALE: 3/4"=1'-O" S-3 0210 10-10d 6-10dX1.5" FL106�5.136 10F 3 EXAMPLE OF DESIGN CRITERIAEDGE BOUNDARY UNSUPPORTED OF WALL SHEATHING (UNBLOCKED) GENERAL STRUCTURAL N OR DECKING 1. DESIGN PER FLORIDA BUILDING CODE, 0 PANEL EDGE. � 1. ALL DESIGN PER THE 2007 EDITION, WITH 2009 SUPPLEMENTS A. DESIGN LOADS: t0 1 �/C2 Z 2. DESIGN LOADS: LIVE LOADS m ROOF `\� �' LIVE LOAD ROOF ------------------------------------------ 20 ::PSF Lo W o PLYWOOD, OSB, OR ,- i ------------------------ OTHER SHEATHING; : �,x`, :: - -- 20 PSF REFER TO DRAWINGS FLOORS ---------------------------------------- 50 :PSF Q 3. • IND LOADS WIND LOADS ( 120 MPH ) A. ) BASIC WIND SPEED = 120 MPH 2• SOIL PRESSURE (DESIGN MAX. ) __________________________ 2000 P'SF Vto THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFOORMATION FOR �- FASTENER SPACING B. ) IMPORTANCE FACTOR = 1. 00 _ SUPPORTED EDGE: EXAMPLE OF C. WIND EXPOSURE "C" PREPARING THE SITE AND SHALL VERIFY THAT THE SITE IS CAPABLE OF PROVIDING EDGES - 5EE PANEL EDGE W/ - D. INTERNAL PRESSURE COEFF = +/-0. 18 2000 PSF SOIL BEARING, t, ' 3. IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OIR UNSUITABLE W W FASTENING BLOCKING WHERE E. ) COMPONENT WIND LOADS THE ARCHITECT SHALL BE NOTIFIED. .- SCHEDULE REQD BY SOIL, 1� 1 U N 1. ) WALLS 4. STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. Y•! N SCHEDULE OR TRIBUTARY AREA 10 SF 5. CONCRETE: DESIGN PER CURRENT EDITION A. C. I. Z NOTES 'fE:E ZONE 4 = +25. 9 / -28. 1 PSF A. ALL CONCRETE -------------------------------- f' c = 3000 P�5 I '�' Z o -- ZONE 5 = +25. 9 / -34. 7 PSF B. ALL FILLED MASONRY CELLS --- GROUT ---------- f' c = 3000 PSS I STUDS, ROOF TRUSSES, TRIBUTARY AREA 20 SF 6. CONCRETE MASONRY UNITS------- - A. S. T. M. C-4,90 W o I OR FFr LOOR JOISTS ZONE 4 = +24. 7 / -26. 9 PSF 7. GROUTED MASONRY UNITS SHALL BE FILLED SOLID WITH 2000 PSI GROWT, GROUT Z ZONE 5 = +24. 7 / -32. 4 PSF SLUMP 8 TO 11 INCHES. W W w FASTENING TO INTERMEDIATETRIBUTARY AREA 50 SF 8. REINFORCEMENT: REINFORCING BARS (GRADE 60) Z ----- A. S. T. M. A-fi115 J SUPPORT IS 6" OC MAX., UNG. HAZONE 4 = +23. 2 / -25. 4 PSF WELDED WIRE MESH -------------- J -- A. S. T. M. A-li$5 ZONE 5 = +23. 2 / -29. 3 PSF 9. MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF. , UNLESS OTHE"ISE SHOWN ON 92 Z DOUBLE: STUD TRIBUTARY AREA 100 SF DRAWINGS, SHALL BE AS FOLLOWS: r1 W Y DETAIL FOOTINGS V ZONE 4 = +22. 0 / -24. 2 PSF ---------------------------------------------- 3" J ZONE5 = +22. 0 SLABS ------------------------------------------- -� NOTE: ALL COMPONENTS SHALL BE SOLID FULL / -26. 9 PSF CENTERED 3. ) SLOPED ROOF ( ROOF SLOPE 7 - 27 DEGREES) WALLS ------------------------------- CENTERED OR EACH FACE L SCALE: NONE S-4 LENGTH STUDS FASTENED W/ 12d NAILS ® 10"O.C. TRIBUTARY AREA 10 SF 10. SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS FOLLOWS: SHEATHING NAILING STAGGERED TOP TO BOTTOM. WELDED WIRE MESH -------- " a ZONE 1 = +14. 9 / -23. 7 PSF ------------------------------ o 8�3 ALL POURED CONCRETE ------------- CLASS "B" TENSION SPLICE w ZONE 2 = +14. 9 / -41. 3 PSF BARS IN MASONRY ------------------------- 48 BAR DIAMETERS Z V o DETAIL ZONE 3 = +14. 9 / -61. 0 PSF 11. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STAND/PRD ACCESSORIES C TRIBUTARY AREA 20 SF DURING PLACEMENT OF CONCRETE. USE PLASTIC COATED FEET WHERE CONCRETE IS W o ELATE JOINTS OFFSET SCALE: NONE ZONE 1 = +13. 6 S-4 / -23. 0 PSF EXPOSED. ,$ MINIMUM OF 48 IN. ZONE 2 = +13. 6 / -38. 0 PSF 12. EPDXY ANCHORS: WHEN EPDXY IS CALLED OUT FOR BOLTING OR INSTALL-I NG DOWELS N DOUBLE PLATIN MUST ZONE 3 = +13. 6 / -57. 1 PSF INTO CONCRETE OR MASONRY IS CALLED FOR ON THE DRAWINGS PROVIDE EPDXY ANCHORS OVERLAP TOP PLATE IN IFA HOLE IS BETWEEN 40% AND TRIBUTARY AREA 50 SF AS FOLLOWS: DRILL A MIN 6" HOLE AND EPDXY THE BOLT CALLED OUT ON THE CORNER 60% OF STUD DEPTH, THE STUD ZONE 1 = +11. 9 / -22. 2 PSF DRAWINGS USING THE I LT I HIT-HY 20 FOR ANCHORING INTO HOLLOW MIATER I ALS AND MUST BE DOUBLED. HOWEVER, ZONE 2 = +11. 9 / -33. 6 PSF HILTI H,IT HY-150 EP XY FOR ANCHORING INTO SOLID CONCRETE OR SOLID GROUTED _ NO MORE THAN TWO SUCCESSIVE ZONE 3 = +11. 9 / -51. 8 PSF MASONRY. ALL DRILLING AND INSTALLATION SHALL BE PER MANUFACTURER' S STUDS SHOULD BE DOUBLED TRIBUTARY AREA 100 SF RECOMMENDATIONS AND BORED THROUGH IN THIS . I ZONE 1 = +10. 5 / -21. 5 PSF 13. ANCHOR RODS OR BOLTS (AB) ----- A. S. T. M. F-1554, GRADE 36 HOT DIP GALV co ! I WAY ZONE 2 = +10. 5 / -30. 3 PSF 14. MACHINE BOLTS (MB) ---- A. S. T. M. A-307 HOT DIP GALV ZONE 3 = +10. 5 / -47. 9 PSF 15. AT MACHINE AND ANCHOR BOLTS, THE NUT SHALL BE DRAWN TIGHT AND (PROJECTING O ! STA KS OUTSIDE 3. ) SLOPED ROOF OVERHANG ( ROOF SLOPE 7 - 27 DEGREES), THREADS UPSET. -\ CORNER BARS TRIBUTARY AREA 10 SF 16. TOUCH UP ANY DISTURBED GALVANIZING WITH ZRC. MAX DIAMETER OF HOLE NOT MORE ZONE 2 = -48. 3 PSF 17. WOOD FRAMING: UNLESS NOTED OTHERWISE WOOD SHALL BE AS FOLLOWS. DEPTH OF NOTCH IS THAN 40% OF STUD DEPTH (60% ZONE 3 = -81. 2 PSF A. SYP = #2 SOUTHERN PINE. BEAMS, RAFTERS, STUDS AS NOTED. NOT TO EXCEED 25% IF WALL IS NONBEARING) ir B. SPF = #2 SPRUCE PINE FIR. M I SC FRAM I NGS, STUDS AS NOTED. Q F. END STRIP a = C. LVL MICROLLAM 1. 9E. BEAMS AS NOTED. OF STUD DEPTH (40� 5/g" MIN. TO EDGE OF STUD THE LESSER OF: 18. MULTIPLE WOOD MEMBERS SHALL BE NAILED OR BOLTED TOGETHER. IF WALL IS RIZ _ 19. WOOD CONNECTORS: ALL WOOD CONNECTORS SHALL BE BY SIMPSON STRONG-TIE COMPANY. NONBEARING) 0. 40 LEAVEEASTHEOGHT DIM0OF BLDG= 3. 10FT 30 = 3. 0 FT;, OR ALL CONNECTORS UNDER THE HOUSE SHALL BE STAINLESS. ALL OTHERS SHALL BE HOT DIP GALVANIZED. IF THE STRAP NOTED IS NOT AVAILABLE, AN ALTERINATE WILL co^^ 06 END NOTCH TOP OR BOT.): BUT ALEAST: 0. 04 HORIZ DIM OF BLDG = 0. 04 X 30 = 1. 2 FT BE CHOSEN. INSTALL PER MANUFACTURERS RECOMMENDATIONS USING NAIILS AND/OR v, Y4 OF JOIST DEPTH MAX. OR 3 FEET BOLTS AS REQUIRED PER SIMPSON FOR MAXIMUM LOAD CARRYING CAPACI-TY UNLESS USE a = 30 FT. NOTED SPECIFICALLY ON THESE DRAWINGS. Z M CENTER NOTCH: 6 OF JOIST DEPTH MAX. . 20. WALL SHEATHING 2 MIN. APA RATED SHEATHING: 15/32", 32/16, G-D EXPOSURE 1 N CV � � PROVIDE BLOCKING AT ALL JOINTS �� ATTACHMENT PATTERN M KEY PLAN CUT AREA I CUT AREA 77777 1. a=3. 0' - '8d NAILS AT 4" 0. C. AT ALL EDGES OF PLYWOOD SHEETS > LL 2. ZONE 3 NEVER CUT CENTER INTERSECTION CO ZONE 2 ® - NAILS AT 12" 0. C. AT ALL INTERMEDIATE SUPPORTS Q 8D) t � ' 3RD OF JOIST ZONE 1 - NOT SHADED 21. ROOF SH€ATHING - u.� RED HOLE: ,.:.. F- U V EXISTING APA RATED AT ALL JOINTS WITHIN 6 FEET OF ROOF EDGE, 15/32", 32/16, C-D EXPOSURE 1 PROVIDE BLJ MAX. SIZE 3 . Z JOIST DEPTH REINFORCING DETAILS rD 3. ZONE 3 ON THIS PLAN ATTACHMENT PATTERN N N N LOCATES ZONE 5 ON - 8d NAILS AT 6" O. C. AT ALL SUPPORTS AND BLOCKING m m SCALE: 3/4"=1'-0" g_q WALLS BELOW. ALL - 8d NAILS AT 4" 0. C. WITHIN SIX FEET OF CORNERS OF ROOF W M .V DETAIL OTHER WALLS ZONE 4. 22. FLOOR H -�-+ B S EATHING EL U `� SCALE: NONE S-4 - APA RATED STURD-I-FLOOR TONGUE AND GROOVE SHEATHING: 23/32", 24", EXPOSURE 1 ems- ttf ATTACHMENT PATTERN. PLYWOOD SHALL BE NAILED AND GLUED. Z .. - 10d NAILS AT 6" O. C. AT ALL PLYWOOD EDGES. W SPS OR SP6--\ HEADER SEE PLAN Q - 10d NAILS AT 12" O. C. AT INTERMEDIATE SUPPORTS, 23. SEE ARCH. , PLUMBING, LANDSCAPING, MECH. , AND ELEC. DRAWINGS FOR? DRIPS, Q REGLET�, CHAMFERS, RUSTICATIONS, SLOTS, SLEEVES, ANCHORS, INSEWTS, AND -�• OPENINGS REQUIRED. ♦^ 24. ALL ST UCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL, AND v, PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BAEFORE W SP4 OR SP6 STRAPS " O.C. PROCEE[ ING WITH STRUCTURAL WORK AFFECTED. AT 24OVER 25. VERIFY LL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRLI�CT I ON. '^ ONE LSTA24 EACH END HEADERS v, OF HEADERS. CEINTER OF STRAP TO BE AT C BOTTOM OF HEADER• ( IF FRAMING MUST DROP TO Q BEND OVER TOP OF F I I + � OPENING PROVIDE 2X4 WALL AS NEEDED: - -f STUDS AT 16" O.C. W/ I - L - �� LSTA9 STRAPS TOP AND ONE JACK STUD UNDER - _ - - _ BOTTOM. BEND OVER 2X4 STUD ALL HEADERS U.P .O. ONE - AT BOTTOM AS NEEDED. WALLNOTESHEADER AND BEAM SCHEDULE FULL HEIGHT STUID FOR OPENINGS 3'-6" AND PROVIDE A34 A LESS. TWO FULL HEIGHT CLIP EACH SIDE HORIZONTAL MEMBER - MARK SIZE SUPPORT EACH END U.N.O. ►„ ,��,,,,,` EXTERIOR WALLS SP4 OR SP6 AT { ) STUDS FOR OPENINGS OF OPENING PROVIDE 1-2X4 FOR SPANS 1` SP4 OR SP6 AT TES GREATER THAN 3'0-6"• UP TO 4'-0" WIDE. UPPER FLOOR WALLS EVERY STUD. EVERY STUD. 2-2X8 W/ 1 JACK STUD P�©�•�CE PROVIDE 2-2X4 ABOVE 2X4 SEE SECTIONS ON S-2 �. c� PROVIDE A34 " #2 SOUTHERN 1 LAYER OF 1/2 PLYWOOD 1 FULL HEIGHT STUD ; :• % NAIL JACK AND - 4 -0 . PROVIDE 3-2X4 FULL HEIGHT CLIP EACH SIDE ABOVE GARAGE DOOR. YELLOW PINE STUDS AT 16" O. C. © 2-2X10 W/ WOOD POSTS OR ' N 1 LAYER OF 1/2" PLYWOOD STUD PACK IN WALL SEE SECTIONS ON S-2 06,� ; OF WINDOW SILL LOWER FLOOR WALLS " WALL SHEATHING---� WALL SHEATHING- ,� STUDS TOGETHER': " _ 2X6 S-P-F STUDS AT 16 O. C. NOT SHOWN. NOT SHOWN. © 2-1.75 X 16 LVL 3 JACK STUDS SEE SECTIONS ON S-2 T OF . A% ��iG� `�'►'`c. I 2. QD 1-1,75" X 16" LVL BEAM HANGAR SEE SECTIONS ON S-2 '' p �• 1 BOTTOM PLATE: 2X4 OR 2X6 S-P-F I I 3 TOP PLATE: MATCH STUD MATERIAL. LSTA15 AT 16" fujv UA LSTA15 AT 16" z „9 Hill� QE 2-1.75" X 7.25" LVL 2 JACK STUDS SEE SEC710NS ON S-2 a DOUBLE SILL PLATE JOINTS SHALL BE LAP-SPLICED. O.C. WITH 5-10d O.C. WITH 5-1 Od o ' MINIMUM LAP SHALL BE 4 FEET. INTO STUD AND INTO STUD AND v M A MINIMUM OF 15-16d NAILS SHALL 5-10d INTO RIM 5-10d INTO RIM ' 2-1.75" X 1 1.25" LVL 2 JACK STUDS SEE SEG'TIONS ON S-2 0 LJ N I BE USED AT SPLICES. JOIST. PROVIDE JOIST. PROVIDE o I I I TWO AT CORNERS. TWO AT CORNERS. cy- NOTES: 1. BEAMS NOTED ARE MINIMUM SIZE TO BE USED. a TOENAIL SILL 4. PLATE TO STUD ATTACHMENT: -H3 CLIPS EVERY MEMBERS TOGETHER SEE SKETCH AT RIGHT RAFTER AND ONE LSTA24 EAC14 SIDE I { 5 BLOCKING MEMBERS 1 WALL SHEATHING: << OF OPENINGS SEE GENERAL NOTES 1L � 6• NON BEARING INTERIOR PARTITIONS PROVIDE ONE SSP r___ ____, MASONRY N#3 S-P-F STUDS AT 16" O. C. AT 16 O.C., AT ANCOOR BOLTS: i FLOOR BEAM EITHER SIDE OF ; ' h" DIA THREADED ROD WITH 8" MIN AT WOOD BEAM SUPPORTED WALLS 6 i SEE ARCH. FOR SIZE. OPENINGS AND AT i EMBEDMENT. DOUBLE NUT OR BOLT Z 7• SEE 8/S2. 1 FOR EXTRA STRAPPING EACH SIDE OF + HEAD) AT BOTTOM. NUT WITH 3" 1 1. REINFOCED MASONRY - MASONRY WALLS SHALL BE REINFORCED AS NOTED IN THE AT WINDOWS AND DOORS. CORNERS. I ; SQUA*E WASHER AT TOP. SPACE AT FOLLOWING SCHEDULE. ADDED BARS ARE SHOWN ON THE PLANS AND IN DETAILS. 4-1pdX1.5" NAILS ; ; 24" CO-C. PROVIDE BOLTS WITHIN 12" a DETAIL D ; i OF §IDES OF OPENINGS AND EACH 2. FILL AkL CELLS WITH 3000 PSI GROUT HAVING 8 TO 11 INCH SLUMP. IDO NOT WET SCALE: 3/4"=1'-0" SIDE OF CORNERS. UN I TSO DSOW I TH GROUTR TO ING USE LOW LIFT GROUTING PER ACI 530. FILL ALL CELLS a TYPICAL DOOR OR ' w STEM WALLS 3. SPLICE'; VERTICAL BARS 48 BAR DIAMETERS MINIMUM. SPLICE BARS WHERE CONVENIENT 3 w WINDOW DETAIL AT MASONRY BEARINQ ? FOR CONSTRUCTION. ALL SPLICES ARE NOT SHOWN ON DRAWINGS. PROVIDE DOWEL w ROV 11 SAT = a ALL WALL REINFORCING. AT ALL WALLS PROVIDE JOINT REINFORCING AIT 16" O. C. 4. WALL REINFORCING - AT INDIVIDUAL PIERS SEE PLAN FOR BARSS-4 - TYPICAL 8" WALL REINFORCING #5 AT 24" 0. C. - ALL BARS ARE CENTERED U. N. 0. OF 4 ALTERATIONSt& ADDITIONS TO ADAMS RESIDENCE 163 BEACH AVENUE' ATLANTIC BEACH, FL.` 32233 REBECCA H. MENTZ A R C H I T E C T 4655 APACHE AVENUE _ JACKSONVILLE,. FL 32210 . PHONE: 904.29.4:0777 FAX: 904.387.5510 rebecoa.mentz@maii.com FL LICENSE AR 0012847 1/ �) �� L ALL ELECTRICAL WIRINGTO BE IN �Eivc/kT ACCORDANCE.WITH '08 NEC, PROVIDE ARC-FAULT CIRCUIT �otK Swif _ Exi#7 " INTERRUPTERS IN ALL BEDROOMS r "✓�l ..PER ARTICLE 21042; - Sw 17Z)+ ' a iE+ f POWER/LIGHTING LEGEND I ' v f�GPI WIRING.(CONCEALED) w•Z To i%xiST. i� CABLE"OUTLET Sw lu h} i 110 V DUPLEX OUTLET � MOUNT IN BASEBOARD EXCEPT AT COUNTERTOPS d TELEPHONE OUTLET 11 QV GROUND FAULT DUPLEX OUTLET p -- - ELECTRIC PANEL 11 OV WATERPROOF GROUND, FAULT.DUPLEX OUTLET .69 ` SINGLE POLE SWITCH {- )--- DEDICATED OUTLET (SEE MANUFACTURER'S LIT) M . ." 3-WAY SWITCH s W f II SURFACE OR PENDANT CEILING FIXTURE, PBO, IBC � DIMMER`SWITCH PLUMBING FIXTURE WALL SCONCE,RBO, IBC a� HARDWIRED SMOKE SCHEDULE DETECTOR SECOND LEVEL WALL LIGHT MOUNTED _ W-� ABOVE DOOR,PB ,IBCIJ SECURITY PANEL II SINK/UNDERMOUNT, FAUCET(2) t BATHROOM 202 r E L ECT R I PLAN �"' RECESSED.FAN/LNGHT Q TOILET i, NUTONE MODEL 744NT ZND LEVEL BATHROOM 202 75 WATT PAR 30 (CONNECT TO A GFCi 1/4" = 1'- 0 1 PROTECTED BRANCH TUB/FAUCET,SHOWER HEAD CIRCUIT) VALVE BATHROOM 202 FLOOD LIGHT MOUNTED ISSUE DATE 12:20:11 L SINK/UNDERMOUNT,.FAUCET(2), ON SAVE MASTER BATH 208 ® TOILET MASTER BATH 208 CEILING FAN/LIGHT SHEET SEPARATELY SWITCHED r N� FREESTANDING TUB, FAUCET A18' MASTER BATH 208 01'F ' fF 10 . O SHOWER HEAD, VALVE SUGGESTED LOCATION FOR Q HVAC GRILL IN CEILINGS OR MASTER BATH 208 . -WALL PBO =PROVIDED BY OWNER` IBC INSTALLED BY CONTRACTOR F() oW)W0 STUD WALL Q SEE NOTES OVERBUILD AREA Z U to 2X6 ROOF RAFTERS PA51 EMBEDDED STRAP. LL AT 24" O.C. 2X8 RIDGE BOARD MIN 12" BEND OVER AND NAIL /� EMBEDMENT 0 /r TO BEAM W/ 9-16d � � SHEATHING SEE PROVIDE 2X MEMBERS NAILS. CUT OFF EXTRA W NOTES RIPPIED TO SUPPORT NEW 2X4 COLLAR TIES STRAP. W V N RAFTfERS AND SHEATHING. — — AT EACH RAFTER ui N SCRs TO EACH RAFTER PAIR AND BLOCKING BELOW WITH H3 CLIP AT E�QCH Z o 3—#12 X 3" SCREWS AT t_ — — — — — — — — J RAFTER V ... — �/ o EACHI BLOCKING OR RAFTER _ W w 2X10 AT 16" O.C. BEAM SEE PLAN PROVIDE SOLID 2X8 BLOCKING AT 24" O.C. W Z IN FIRST SPACE AND AT PLYWOOD JOINTS PROVIDE 2X8 FLAT BLOCKING Z o IN THE NEXT TWO SPACES. NAIL PLYWOOD BETWEEN RAFTERS AT 24" O.C. En LLJ TO BLOCKING AT 6" O.C. TO SUPPORT NAILERS ABOVE O J MINIMUM 12" _ BELOW GRADE 's SECTIONL-6w SECTION 5 „ , " I- D SCALE: 3/4 =1 —0 SCALE: 3/4"=1'—O" S-2 -2 V w SEE 2/S-2 Z 0 0 W � � ''rtrt 0 v! N PROVIDE 2X TO MINIMUM 12" SECTION r4 SUPPORT NEW EpIRAFfERSiPPED AND SHEATHING. BELOW GRAD'S SCALE: 3/4"=1'—O" S-2 SCREW O BELOW WITH A3— RAFTERACHI AND BLOCKING SCREWS AT LSU26 HANGAR EACH BLOCKING OR RAFTER LSSU210 AT HIP CI) SEE 2/S-2 04Z F- 12 i I i Q � I I 1 11 4 I NAIL RAFTERS 2X4 STUDS AT 16" O.C. I 1 1 11 TOGETHER 12 I 1 1 EXISTING 06 � NAIL TO RAFTER AND I �u 2X8 ROOF AND 2X6 STUD ♦^ 4 [ — TOENAIL TO FLAT MAILER I i i CEILING RAFTERS AT NEW 2X12 NAILER AT ROOF AND CEILING WALL vJ FLAT BLOCKING FOR I 24" O.C. PROVIDE SOLID SHEATHING. SCREW T NEW RAFTERS O�EACHAEXDISTING Z 11, OVERBUILD SUPPORT I BLOCKING AT MIDSPAN " SEE 5/S-2 I OF EACH. STUD WITH 4—#12 X 3 SCREWS O M N N � N � LLJ MATCH EXISTING W H2.5A PLUS A34 U26 HANGAR C? CLIP AT EACH H2.5A PLUS A34 H2.5A PLUS A34 � M SOFFIT F,ASCIA. AEE RAFTER PROVIDE POCKET IN WALL 1 CLIP AT EACM CLIP R EACH SECTION 7 J N AFCH WITH TWO JACK STUDS TO I RAFTER RAFTER Qim ch TYP HEADER SUPPORT THIS BEAM AT I SCALE: 3/4"=1'-0" S-2 V W � SEE D/S-4 EACH END. .STRAP TO STUDS 1 FRAMING AT WITH TWO L'I'S16 OR LSTA15 ERS STRAPS EACH END. SEEDD/S-4 r i Z .�► I W Q 1 (� 1 _ � I W I - 1 1 I Q I STU D WALL 1 SEE NOTES I PT2X8 NAILER BOL-1TED TOAE` LINTEL BLOCK W/ 1/2" DIA •��'� ••''' EN •••• 1 ANCHOR BOLTS. SLEE STUD .• / TYPICAL WALL NOTES ON S 4 FOR 2X10 NAILER ATTACH = V •• SPACING. TO EXISTING RI No.370 STRAPPING til JOIST SEE S-4 SHEATHING ( WITH TWO ROWS; OF SEE NOTES I SEE NOTES 12d NAILS AT 1`2" O.C. k �Q Ql 17 2-2X8 TO SUPPORT rnnnean ►au� STAIRw STRINGER'S 2X6 AT 16" O.C. z F � _ o of STAIR DIMENSIONS W M w N U210 HANGAR SEE ARCH. 1—#5 CONT. 0210 HANGAR U21 Oi HANGAR o BEAM SEE PLAN a � N U26 HAINGAR NEW FFLOOR RAFTERS NEW FLOOR RAFTERS 2X10 AT 16" O.C. 2X 10 AT 16" O.C. 8"X 16" PIER BEYOND EXISTING BEAM #5 VERTICAL BAIR6 W/ 2—#5 VERT ^ AS NOTED ON PLAN. SECTIOI'Y„!! 2X 12 STRINGERS 3 AT 12” O.C. SCA-FE: 3/4"=1'—O� S-2 z 0 MINIMUM 12" MINIMUM 12"- 0 BELOW GRADEBELOW GRADE = cr 8" THICIK CONCRETE PAD WALL FTG 10");20" W/ SEE 2/S-2 SECTION 1 FOR STAIR LANDING. 3—#5 CONT AND #3 AT 1 —$" SECTIO N 2 12 O.C. SHORT WAY 7471-1 SCALE: 3/4"=1'—O" SCALE: 3/* =1r S-2 —0" �-2 S-2 OF 4