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PARADISE CIR 910 i 68'-0" 41-0>. 29 1-101p 341_2" 13,-0„ 61-7)/2$13�-8y2" 4,-On Z'-2" 3►-6" 14r_2►r 16'-10 I x 4 g 4-r u' I_I I c A/C CONDENSER C)IOPT. 4"CONC. I V 4"CONC. PAD FOR CF) _ 1 G wo 1i I It " g" I I II I t -00 - rn� � I I � I I I _"r 00 � I N a I I II1 � I a I m I f M l I ( cn o ___..�...___—_—J I II I I M -----�---�--_--•-_----- ---- --- --- — I — --_.-�,L._ rn � m —— SLOPE z' r W 7-- m r--• I �. —_------------ __ -- •------ --T�Nlml "�I— 1 ,•I r�–, It _ v I � Lai rW I II I NlIII! 1 Il1j tII _ I II ► n to 0o 1 1 �b�'�u _ I 1 11 I I$ III I I I 23 --8 I C-27 Z U j I W_- Lij o- I 1 � I U LL- JL....�,.,�., i ► n I • v� © d U Q © cn I O0 i I 10 --0 a Q v z 1j 1Io x rIt o; 1 A ° , 1 1 11 I F---- ....J =� II ° • II i i ( --- ----- --- — I-- —j I � C'J I i u--- I ; ------ -- _ _ I I-1 1 w II I "'�'1 I I o I I -i i ; __-- ___•--—__-- co --� I— —I ; r——— II -off 0 r 83 o m� I I � 'd'I I I I T 7 ~ ,► I i I C] —I o o< =:O C/1 co JL rn m Ln m x m -_- ►^-_i S,_1n I 0.4 `/ D vrna0o , �mo , ZrI u' 11 4 _0 II 6 -0Y I I ,...1 O U I Z 0m I I - 1 I r�amZ5p I — r C7 I SLOPE`•- cn -< o I I I I Sox ` l I I - _� nM 0o I I I ( n � 0 � I i � m 0F 1 I I I I 0ED � � I © a I I I ccornX PLOii 3" I iI Q � o 16f7 !4- CD o co z•-I I _----____ __-- _-____--- _----_____ __ _ _-__ _-______--- ____--___-_____ _-- _ _____ w � 54 m J Ib 3 _8�rl 1 -syn ,_2„ INOT'E: a,_0,► 56'-10" THE UNDERSIGNED E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS. ALL FOOTINGS ARE DESIGNED 64'-10" AS SHALLOW, FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING - --- _ CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN r ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISI6NSI.E. MAT FOUNDATION OR PILE FOUNDATION MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. z Q CONCRETE FOUNDATION FLAN �:• 4 FOUNDATION LEGEND -94 SCALE: 1/411=11-011 (SEE SHEET No. S-4 FOR STRUMRAL DETAIL) A 8xB"x16" CMU STEM WALL.w/ FC., FOS AND TION NOTES: (1)#4 ROD VERTICAL ON 48" O.C. o_ W 1. DIMENSIONS SHOWN WITH = INDICATE PLUMBING OR ELECTRICAL & HOOKED INTO 20"(W) x 10"(H) OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. ,�� a� CONC. FOOTER w/(2)#5 RODS CONT."M FQtNo W DEr •— W a C) 20 (W) x 12 (H) THICKEN ? _j U CONCRETE SLAB w/ (2)#5 RODS CONT. o M+IIEBIOR THICKEN SLAB . � Z m Q p 20"(W) x 12"(H) THICKEN STEP DOWN CONCRETE SLAB w/ (2)#5 RODS CONT. J O B NUMBER MMM go DOWN DEW SHEET NUMBER S-1 of S--4 Mzxlo / , TABLE FOR SHEAR WALLS FRAMING C> "D (GROUND FLOOR) W \ ¢ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: �� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. ro w B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK dry QA1p � o �\ �:► BOARD RESPECTIVELY. ti ti � r C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"0 Ti4+vIAr-M arra SYEEL, Re9s J As sHo4iN 60 ?LAS 0v slteeT- %-3• an epomr&ROUT60 ISOM$ AS Re(R0I(ZM 1&%( 11AIW $GLOW 2 X 8 VENT THRU SUW 00 1i 4�_s > /�C DESIGNATION REQUIREDSINGLE 0R SHEATHING TO STUDS FLOOR TO FLOOR1 1 �' �� I tn � �i I I � I � � I � '�� J�----- / J SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING a mMIC g � u,o 9'-0" CLG. I1 11 "�' // n to 7/16 OSB „,pUTILIT Y 11 / I ) SINGLE 6 / 12 60 D.C. O/ (BLOCKEDwI IY CD r I i �, 111 / 7/16” OSB CD N a 1 � V I —_ in I i I �o L. al / (BLOCKED) SINGLE 3 / 12 S�p O.C. ,lk 0 Lu C?i I rn cu En 0 r0„'"'� 7/16 osB .. �yy�j�� M d- 3+ ° N u�Z --i (BLOCKED) SINGLE , / 12�� G-"1 O.C. �k?k J 15 LLJ m Z t V41 7'-D-WIDE �i� I I — cn OH b�C .._�J Ld z I m C) cn HDR oi6�'� I C��Zx 2668 pKT = ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. 2_1 z w a 6i —` --c 1"xll� • 3'-0-WIDE m � I - fes-- Q I 4�!!. b�" HDR®6' c2)4066 31t - N A ll. (�FlNEL E'�G ES Q NTO 9ou�L STt?.fl5 0 0 ¢ a u (n ADDITIONAL NOTES: 0 z 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE a I V R H 3 !p BOLTED PER DETAIL "B" OF SHEET No. S-4. IS ICD cs C\2 DBL R/S 2) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED d'' CO o I � AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. CVD CO V1 m xa -�e 2468 PKT Cb rn 'I- Res -- o° 3 FOR LOCATIONS CLOUDED AS 9 , 'W" ON SHEET No. S-4. I�—� a IRI a a o � �� ) SHALL BE STRAPPED PER DETAIL III w w FWD �' I 4 FOR LOCATIONS CLOUDED AS , ' " F'—'� F�+d I' I ;b N - ) 4 SHALL BE STRAPPED PER DETAIL �`, ON SHEET No. 5-4. c �' �� 5) ALL EXTERIOR WAIL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER � ry -r � 0 (2)4068 �� I' I = I •+•� a DETAIL "E" OF SHEET Na_ S-4. N I ( p m g 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES I--I a x . ACTING SIMULTANEOUSLY WITH UPLIFT FORCES, I{ { p N rOPT� EIREPLACE , I g I I N tier`' _ G rnN ** �� 14 O I; I 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED �+ —— -- — —--- OPT. vING 1 `, �� % �OP1 SHELVING o DBL R/5 �'� I -► !.' AND CERTIFIED BY OTHERS. A y Www A W(L A zx I L) U 0 A) ( now 14 SCHEDULE "A" I ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE f� - - OF BEARING WALLS (PRE--ENGINEERED FRAMING) W a UTILIZING ALL THREAD STEEL RODS 0 TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z z Q �. DESIGNATION * (Ihs) PLATE OR TO STUD � ALL TRUSS ENDS " � W 5EECOND FLOOR FRAM I NG FLAN EXCEPT ONES 0 - 600 W2,5A, "SIMPSpN" CLIP 1/2 SHOWN.ON0N. N.SHEET SPACED AS - OUTLINED BELOW No. 5-3 N GROUND � 5HEAR WALLS L ?4%T"00UT �,-�I,r3ln$ ur.il "r 1/2"!b STEEL RODS SPACED AS � 601 - 1200 (2) H2.5A, 51MP5ON" CLIPS USE (3) ROWS N n Ir T�®, 3�VT-41 ti Ir-G1 SHOWN ON SHEET No. S-3 OF 12d COMMON WALE; I/'¢ c� -O USE, (2) ROWS Ur 5, r7 (3) LSTA36, -SIMPSON", " NAILS ® 12" O.C. OF 10d COMMON 1201 - 4750 NTT27. , SIMPSON", HOLDDOWN w STAGGER NAILSSTRAPS NAILS ® 12" Q.C. ON BOTH SIDES. O N N " " " TYPICAL OF 2 2" x 6" THRU 2 2" x 12" TYPICAL OF (3} 2 x 10 THRU (3) 2 x 12 ( ) � ) SOLID ,SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL FLITCH S FL► LATE BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: Qa "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED Lu USE (3) ROWS 1/2"0 A307 MACHINE WITH (11 )K+(2)Jls AT END SUPPORTS OR (2)K'S AT w OF 12d COMMON D.C. " INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE } NAILS 12" O. BOLTS w/ NUT AND ' C'1 STAGGER NAILS ®�1 STEEL WASHERS W W ON BOTH SIDES. SHOWN ON PLAN ABOVE AND DENOTED BY.* �, O a N N N � �•.) w c I� (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL u. d (2) 114! A36 STEEL CL FLETCH PLATE � o � MULTIPLEMEME3ERCONNECTION . DETAILS z _z mQ NOT TO SC.AL.E: a BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER 1� 12zi0 -1 S-2 of S-4 - FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWO SHEATHING. DETAILS ON SHT AD.2 FOR ROOF HITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 SPACE FOR VENT STRAP FOR TRUSS ANCHORAGE (SEE 16 SCWEDULE "A" ON SHEET No. S-2) GALV. METAL O.H. DRIP EDGE r m r �et 9Ct -,Q "� �' � �' WRAPPED 5/8" GYP. BD. CLG. �S�Lch eaet 45 -4 , F0r �Floor To OVER 2x8 CIA PoS tt1" 4 F DJe- S V1eor VJAI 3 o PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT s STUCCO 2x STUDS 0 16" OC (MIN #2 I D • 6) .4• ISE w! IT, FRIEZE SPF) CC. W O I66s PROVIDE MID-WALL BLOCKING FLAT p WISE 0 JOINTS IN SHEATHING T : 7S 'T. BAT 3 v a � w •Q; I --• r 9'-0" CLG. ^ 7/8" MIN. LIGHT Z D IL V TEX. STUCCO P.T. 2x PLATE 0 0= II �+ aB4 ow VENEER OVER m d- cu lu MTL LATHE ANDm :m2668 PKT 9'-0" CLG. VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED m W Li TO 16" PRE-ENGINEERED FLOOR m r &; 9 24• � i TRUSSES OR T.J.I, JOISTS 0 24" OC z m w m p!s a R!s (SEE FLOOR TRUSS ENGINEERING) � z U W J ---'----------^— — W m Z Q� Q U I 1ST FLOOR TO M � n V) 2ND FLOOR RIM JOIST BY TRUSS MANUF, _ I ' STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) —DBL RIS — I 2 STRUCTURAL 2666 PKT zv � w LO w 1/2" CEILING BD OR 5/8" GYP. BD t3 TYP ,tJ4 1/2"0 THREADED STEEL RODS SPACED PER iADDITIONAL P.EET BOLTTSSMAY r-a ,—I a M 2 L� AOLEEEON SHEET # SSHEAR2 WALL G� BEDROOM # v 9'-0" CLG. f S N 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT I �� a w TEXT. STUCCO ■+ WISE ® JOINTS IN SHEATHING DROOM 3 N �a VENEER OVER $ 11 o m I, LATHE AND MT �" 2x STUDS ® 16" or, (MIN #2 0 CdF--1 9'-0" CLG. v VAPOR BARRIER SPF) � r Tn P.T. PLATE W/ ANCHOR BOLTS PER F-1--I 0 v a)�.+,X�i ; STRUCTURAL � U 6069 SOD 4" CONCRETE SLAB WITH K I `• FIBER MESH P• {3000 PSI. MESH OPTIONAL,} A 2868 SC W o o I An, BALCONY -I I --- �k C*, '>f SLOPE GRADE Icy AWAY ALL SIDES 3050 w 3050 sr •`. ��` w 91-0" CLG. AtI I SHI ` ..` ; ` ' ;;;. 6 MI PD BARRIER ._ N . •• .j ,: LVA RBA L� W AFF a4'AFF I I vI I 14 N #4 RODS VERT. ON 48 44O.C. & AT CORNERS. ( ' ) VERT. RODS SHALL 13E HOOKED 6" INTO Q FOOTINGS 0 BOTTOM AND 12" INTO SLAB C� — —— 20" VW)x 10"(H CONCRETE ' ® TOP. FOR HORIZ, REINFORCEMENT, USE S�� Q FOOTING REINFORCED ;�; . , 9 ga. HORIZ. JOINT REINFORCEMENT W r 0� p1�' W/(2)--#5 RODS CONT. ON 16" O.C. (MAX.) fill CO Z A,��s I T%T"f=& 2 - 5TOR"r LUALL &ECTICN- 1/2`0 THREADED STEEL RODS 5ECOND FLOOR %5HEAR WALL5 FLAN. lm_�-- CONTINUOUS FROM TOP PLATES _ I SCALA 1/2"z1'-0" SC TO CONCRETE. SPACE ON 60"O.C. ALE: 1/SII 1�-�I, j a OR AS SHOWN ON PLAN. SEE f DETAIL "J" OF SHEET No. S-400 I IMPORTANT NATE: 00 FOR TYPICAL BOLT RUN. SEE DETAIL "L" OF SHEET No. S--4 I REFER TO ROOF P AND EA DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 I BOARD OR 15/32" PWD 7� SHEATHING. STRAP FOR TRUSS ANCHORAGE (SEE } its "°- I °"� o ' "' _------� TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING {SECOND FLOOR) AIR BAFFLE BTW EA 1 SCHEDULE "A" ON SHEET No. S--2) .� 7 4 I I TRUSS TO MAINTAIN (►•H. �y hro �4.......�1 � a IIa i „ l� I I 1/2" MIN AIR SPACE Is i I THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING FOR VENT Z a, m # ; a = I , CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: O� x� v� i GALV. METAL 1/2" CEILING BD OR 5/8" GYP. N , �U � OCH I A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. , DRIP EDGE BD TYP Wo w sidt'§ ��0 I I B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. ------ I . W NAILS FOR 1/2" AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 �0 U70 se 1 -1/4" TYPE S OR W, #G SCREWS FOR EITHER BOARD THICKNESS. PERFORATED 1w iI I VINYL/ ALUM. l �,� � ; SOFFIT DESIGNATION REQUIRED SINGLE OR SHEATHING TO STU S �, --"' SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE A t//2"0 THREADED STEEL RODSAll ROVIDE MID-WALL BLOCKING FLAT s I 7 x 7 16 OSB " SPACED PER SHEET # S-3. a a Q I b 0 LOC SINGLE 6 12 ADDITIONAL EXP. BOLTS MAY WISE ® J01NT5 !N SHEATHING = � mP g j _� ( KED) 6E NEEDED PER SWEAR WALL g �n I Vd 2x STUDS 16" OC (MIN u1 F,. (+� TA 13LE ON SHEET # S-2. #2 SPF) -z i2°' zyB 16" OSO F ad u� cz SINGLE 4 / 12 7/8 MIN. LIGHT P.T. PLATE w/ ANCHOR W W (BLOCKED) TEXT. STUCCO BOLTS PER 6 cn a 8S so 1-04J VENEER OVER STRUCTURAL o w �:..•:•" �' e� "• '° '� MTL LATHE AND •: �.i VAPOR BARRIER 6 x6"OxNO/ 10 W.CRETE WF. TYP.WITHLa n ',::" •�`\ 4§ ADDITIONAL NOTES`. (1) 4 CONT. (3000 AL). FIBER MESH t/) L;i z ` =O _j o -a 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE N a a i7 % AT TOP AND BOTTOM A5 SHOWN ON DETAIL "F"' ON SHEET No. S-4. AWAY ALL SIDES 'f :.' ` .'% w © W 6 MIL VAPOR BARRIER Q Z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, „ 1, �.`:,�;-': #4 RODS VERT_ ON 48" Q.C. & AT CORNERS- SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP a " m Q ,; �.• VERT. RODS SHALL BE HOOKED 6 INTO p SEE DETAIL "L OF SHEET No. 5--4 PER DETAIL D ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTINGS 0 BOTTOM AND 12" INTO SLAB o 20" W)x 10-(H) CONCRETE "�'� `' ' 0 TOP. FOR HORIZ. REINFORCEMENT, USE FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST FOOTING REINFORCED 9 go, HORIZ. JOINT REINFORCEMENT FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL W/(2)-#S RODS CONT. ON 16" O.C. (MAX.) THREADED SFROD5 PLAN- "K" ON SHEET No. S-4- TYf=. I - %STORY WALL %5ECTION JOB NUMBER SCALE= 1/8"C V-0, SCALE= 1/2"=V-0" SHEET NUMBER S-3 of S-4 MAIN FLOOR NOTES 20'—a» 20'--0" NOTE-FLOOR I. WINDOW GRILLS ARE STANDARD IN FRONT ' 3 7'-4" 10'-4" AND SIDE ELEVATIONS AND REAR ' " " ELEVATIONTO BE CLEAR GLASS. 2'-0" 8'-0" 8'--0" 2'-0" 7--bY 3-3y 2. ALL UNDIMENSIONED PARTITIONS ( ) 10 ARE 3 1/2" ROUGH. .g g 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-242's W/ 1/2" ° , `F -° PLYWOOD FLITCH PLATE AT ALL EXTERIOR ° WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 6 P • '+b' x 7'•OGD S. 3-2X4'S MIN. AT EACH END OF ALL BEAMS •'v '•° AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION Us AFF e•GLS ELKS-48"x 48' VIA BEAMS, POSTS AND/OR SOLID BLOCKING. C14 5 SH 24' 1 6. ALL EXTERIOR DIMENSIONS ARE TO FACE LINEN p/5 i K ESS OTHERWISE NOTED. 7. ALL TRUSSES OF STUDS LTO BEAR ON EXTERIOR 8 / \ cam• rn / \ 5068 BYPASS wP TUB 4 WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. / \ •�" / B. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ■ CD -6 1'-7" `1/2 HANGERS B SET SPACING FOR ALL i I _ __ + 9'-0 � TRUSSES. -_�-� v i - i °° 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE VE i ANDMI) t ACL AORDEGRESS OPENIOW IN ALL NG OF 5.7 SOOOMS TO , beQ ��♦ I , I I VALVE RECESS �`` How WITH MIN. DIMENSION OF 240 IN HEIGHT AND , JF and U 20" IN WIDTH; SILL HEIGHT NOT GREATER G W/24 DOD /D5 TWAN 44" ABOVE FLOOR.2868 PKT 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1") TO UNDERSIDE OF ROOFrrrrrrrSHEATHING - PROVIDE FIRESTOPPING OPTIONAL EVERY 8'-O" VERTICALLY IN WALLS > W-I"74- 2 CAR GARAGE II. ALL HANDRAIL BALLUSTERS TO BE 3 1a-0 �' s'� � '" ,� 2pti��oowN VALVE SPACED SUCH THAT A 4" SPHERE CANNOT / + 91-0" CLG. � ATTIC ACCESS a� ,z nm PASS BETWEEN BALLUSTERS. 12. ALL ELECTRICAL AND MECHANICAL f — EQUIPMENT Bt METERS ARE SUBJECT TO R I r { I r f RELOCATION DUE TO FIELD CONDITIONS; N ,_ " L r= —� " .N 8'_©" '— .� " L��^,— —J 13. FOR ADDICONTRACTIONAL A�NOTES G � 9 8 41-80 1 X12 3,-5. 6 11 5 g TION T GENERAL Q LL n 1 a STEPS TO GRADE NOTES ON TITLE SHEET !� DETAILS. pl MASTER SUITE 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE g-g� N REQUIRED BY CODE 9'-0" CLG. 96 ABOVE FINISH FLOOR (U.N.O,). m U 15. WINDOW MANUFACTURER TO TEMPER ALL E WINDOWS 2' WITHIN DOORS, OVER TUB a ❑ ❑ �- lill FSHOWERS INISHED 7 WINDOWS WITHING 18" OF THE m N i 1 1/ HIW ° X19GRILLING I00 y- R N ao I wisp 1 1 " °O M © I M PATIO N it LL_J i vCIO 9'-0u CLG. U. - 61 ��,,. BATH 2 k a _ " r m I Ir 2'-4" r a auy 8'SQUARE COLUMN 9 -�� CLG. a I 9'-0'CLG. I m r i[7 ' I I e ❑ ❑ _� ❑ 5 SH 5 5H I I to 8-8 un p oHc ._ - - - - - R/SS I o 1669 ....r_ c '39-REF _ 21150 cV 1tl SPACE L/S A GESa Cu I I I C� 2066 UP I N 24" I H N m I D/S o I , M ;�� W CD KITCHEN I I a 3' O °° 9'-0° CLG. cu II • IOM mci) LL_�� I l qa c4 I "RSESw/ 'T io °D"' 1 2C "'z ( )7. •RSESw/ '1] n N cti cu 11 -a I �, 1 BEC 36"BC ire OPEN HANDRAIL 1 I I I ^--- SIN W/DI5P. (16 ON I PONY WALL 1 D/W SP 1 Y7•LO �l.`.. LIS ,fj1 z QH —I I I OH�� j --��--�- .��----------- 'n ------------......--'.-._—.�_. 1 .N I 40.5-x WALL SEE INTERIOR I 1 w/15'BARTOP ELEVATIONS 1 iV r---- -- PASS THROUGHuj r---J-- GREAT ROOM I 9'--0" CLG. ; . _ II � 1 � II I 1 4'SO FRAMED COLUMNSI I • II ; II II Q DINING ROOM II R I 9'-0" CLG. , HB M O I 1 1 0 3068 SC 3060 SH 3060 SH W/10'SL 84'AFF 84-AFF r 4 12'-11y" I I I I • II II g I I FRONT n 1804P �H 3060 SH PORCH I I I 84'AFF 84'AFF 8'SO FRAMED 9'-0" CLG. COLUMNS(TYP.) I I v J` II I I I I � I I I I " • 2 _ REA TABULATION 6- 0 2" 5' 1"-_ 5' 1" tom: •'Y..y'� � MAIN FLOOR PLAN 1541 SQ. FT. 0 E �,e:,. SECOND FLOOR 814 SQ. FT. 'V-10V 3'-4" 4'-1" 3'-10 ° ° 6'-1" 5'-1" 3'`OY" � ° TOTAL A/C AREA 2355 SQ. FT. • JOB NO. 04-B1-0044 -$" 12'-•3y" 18'-ay" FRONT PORCH 142 SQ. FT. SURFER • 40'-°" GRILL PORCH 104 BALCONY 130 SQ. FT. KEY - MAIN F PLAN GARAGE 494 SQ. FT. SHEETTITLE SHEET SCALE: 1/4"�1'�a" TOTAL AREA 3225 SQ. FT. MAIN FLOOR A2 . 1 `. •� r $ �W .21 r r c� 30'-4" M • w 5#-7,V2" 5r-4Yrr J. 26-911 16r-7. 6'-8Y" 4'w3)/2r' r7 1 D/S LINEN o •N "N I 8) .4'1 USE i Wl10' RED CC ° 1668 a ri � n ri i M BATH 3 50 re 9'-0" CLG. ND IL �^ l�. a dQ mp as LL p G 2 moo >� N a� � Ow 3� a a o `~ 2666 PKT 9'-0" CLG. CV 1�-g" I 24' a n DIS I RIS . -------------- CVI d- � n N cv " a I 2668 PKT DOL R/S I G z'-10� z-3Y z'-6" - " N 3'-11y" 1'-11y" 5'_4° 4'-5y" kcN BEDROOM 2 9'-0" CLG. BEDROOM 3 a� 9'-0" CLG. cu "N � 6068 SGD co o . I . �2868 sc BALCONY i E 0 0 9'-0" CLG. I ' I 3050 SH 3050 SH I 1 1 84'AFF 84"AFF I I f � 6 I � 6' 0)�" 4'-10Y2" 3'-4" 4'-1" 8'-9" 5'-7" 12'-3y" 3'-8y" 30'--4" a a a `o a ;R SECOND FLOOR. PLANMae SECOND FLOOR PLAN R :• � ,Le. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-o„ a AREA TABULATION . r MAI N FLOOR PLAN 1541 SQ. FT. + . �` . g 814 SQ. � 02 . SECOND FLOOR �`��. o �.2 ':. 0.IT TOTAL A/C AREA 2355 SQ. FT. FRONT PORCH 142 SQ. FT. JOB NO. 04-81.0044 GRILL PORCH 104 BALCONY 130 SQ. FT. SURFER GARAGE 494 SQ. FT. KEY TOTAL AREA 3225 'SQ. FT. SHEET TITLE s"�� SECOND FLOOR _ A2 . 2 L .� tp 6 a q P it N O � ' / U) .o 1 7:12w SLOPE a 1 _ a uj 7.12 a w -E ZO—PE M� � Af \Q r-----------•------------------------ --•-•----'--•------i 7:12, , FINK ATTIC –SLOPE Fiy }}�.�•.�� OVER GARAGE i w RIDGE to 1 ------_---------_-------------- ------------------ 0 ------_--------_-- i � W '=ti 7:12 11m ry,5 Q� � Noo AD.2 a SLOPE (n AD.2 ' - 1 SLOu PE a cn Il ' a N O 71-R SES w/ I D'T EA O n cuLMM f co cu 7:Iz RIDGE 7:12 SL13SL 'X I I 'yio MOM=J 3 ! I C) II II �\Q W Q. • 4 N -1 8 AD.2 c T OEMo :12 a SLOPE � a x • 11 ROOF LAYOUT • JOB NO. 04-81.0044 SCALE: 1/4-0-l'-O" SURFER KEY SHEET TITLE SHEET ROOF LAYOUT A2 . 3 N1� MAIN FLOOR NOTES 20'—a» 20'--0" NOTE-FLOOR I. WINDOW GRILLS ARE STANDARD IN FRONT ' 3 7'-4" 10'-4" AND SIDE ELEVATIONS AND REAR ' " " ELEVATIONTO BE CLEAR GLASS. 2'-0" 8'-0" 8'--0" 2'-0" 7--bY 3-3y 2. ALL UNDIMENSIONED PARTITIONS ( ) 10 ARE 3 1/2" ROUGH. .g g 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-242's W/ 1/2" ° , `F -° PLYWOOD FLITCH PLATE AT ALL EXTERIOR ° WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 6 P • '+b' x 7'•OGD S. 3-2X4'S MIN. AT EACH END OF ALL BEAMS •'v '•° AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION Us AFF e•GLS ELKS-48"x 48' VIA BEAMS, POSTS AND/OR SOLID BLOCKING. C14 5 SH 24' 1 6. ALL EXTERIOR DIMENSIONS ARE TO FACE LINEN p/5 i K ESS OTHERWISE NOTED. 7. ALL TRUSSES OF STUDS LTO BEAR ON EXTERIOR 8 / \ cam• rn / \ 5068 BYPASS wP TUB 4 WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. / \ •�" / B. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ■ CD -6 1'-7" `1/2 HANGERS B SET SPACING FOR ALL i I _ __ + 9'-0 � TRUSSES. -_�-� v i - i °° 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE VE i ANDMI) t ACL AORDEGRESS OPENIOW IN ALL NG OF 5.7 SOOOMS TO , beQ ��♦ I , I I VALVE RECESS �`` How WITH MIN. DIMENSION OF 240 IN HEIGHT AND , JF and U 20" IN WIDTH; SILL HEIGHT NOT GREATER G W/24 DOD /D5 TWAN 44" ABOVE FLOOR.2868 PKT 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1") TO UNDERSIDE OF ROOFrrrrrrrSHEATHING - PROVIDE FIRESTOPPING OPTIONAL EVERY 8'-O" VERTICALLY IN WALLS > W-I"74- 2 CAR GARAGE II. ALL HANDRAIL BALLUSTERS TO BE 3 1a-0 �' s'� � '" ,� 2pti��oowN VALVE SPACED SUCH THAT A 4" SPHERE CANNOT / + 91-0" CLG. � ATTIC ACCESS a� ,z nm PASS BETWEEN BALLUSTERS. 12. ALL ELECTRICAL AND MECHANICAL f — EQUIPMENT Bt METERS ARE SUBJECT TO R I r { I r f RELOCATION DUE TO FIELD CONDITIONS; N ,_ " L r= —� " .N 8'_©" '— .� " L��^,— —J 13. FOR ADDICONTRACTIONAL A�NOTES G � 9 8 41-80 1 X12 3,-5. 6 11 5 g TION T GENERAL Q LL n 1 a STEPS TO GRADE NOTES ON TITLE SHEET !� DETAILS. pl MASTER SUITE 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE g-g� N REQUIRED BY CODE 9'-0" CLG. 96 ABOVE FINISH FLOOR (U.N.O,). m U 15. WINDOW MANUFACTURER TO TEMPER ALL E WINDOWS 2' WITHIN DOORS, OVER TUB a ❑ ❑ �- lill FSHOWERS INISHED 7 WINDOWS WITHING 18" OF THE m N i 1 1/ HIW ° X19GRILLING I00 y- R N ao I wisp 1 1 " °O M © I M PATIO N it LL_J i vCIO 9'-0u CLG. U. - 61 ��,,. BATH 2 k a _ " r m I Ir 2'-4" r a auy 8'SQUARE COLUMN 9 -�� CLG. a I 9'-0'CLG. I m r i[7 ' I I e ❑ ❑ _� ❑ 5 SH 5 5H I I to 8-8 un p oHc ._ - - - - - R/SS I o 1669 ....r_ c '39-REF _ 21150 cV 1tl SPACE L/S A GESa Cu I I I C� 2066 UP I N 24" I H N m I D/S o I , M ;�� W CD KITCHEN I I a 3' O °° 9'-0° CLG. cu II • IOM mci) LL_�� I l qa c4 I "RSESw/ 'T io °D"' 1 2C "'z ( )7. •RSESw/ '1] n N cti cu 11 -a I �, 1 BEC 36"BC ire OPEN HANDRAIL 1 I I I ^--- SIN W/DI5P. (16 ON I PONY WALL 1 D/W SP 1 Y7•LO �l.`.. LIS ,fj1 z QH —I I I OH�� j --��--�- .��----------- 'n ------------......--'.-._—.�_. 1 .N I 40.5-x WALL SEE INTERIOR I 1 w/15'BARTOP ELEVATIONS 1 iV r---- -- PASS THROUGHuj r---J-- GREAT ROOM I 9'--0" CLG. ; . _ II � 1 � II I 1 4'SO FRAMED COLUMNSI I • II ; II II Q DINING ROOM II R I 9'-0" CLG. , HB M O I 1 1 0 3068 SC 3060 SH 3060 SH W/10'SL 84'AFF 84-AFF r 4 12'-11y" I I I I • II II g I I FRONT n 1804P �H 3060 SH PORCH I I I 84'AFF 84'AFF 8'SO FRAMED 9'-0" CLG. COLUMNS(TYP.) I I v J` II I I I I � I I I I " • 2 _ REA TABULATION 6- 0 2" 5' 1"-_ 5' 1" tom: •'Y..y'� � MAIN FLOOR PLAN 1541 SQ. FT. 0 E �,e:,. SECOND FLOOR 814 SQ. FT. 'V-10V 3'-4" 4'-1" 3'-10 ° ° 6'-1" 5'-1" 3'`OY" � ° TOTAL A/C AREA 2355 SQ. FT. • JOB NO. 04-B1-0044 -$" 12'-•3y" 18'-ay" FRONT PORCH 142 SQ. FT. SURFER • 40'-°" GRILL PORCH 104 BALCONY 130 SQ. FT. KEY - MAIN F PLAN GARAGE 494 SQ. FT. SHEETTITLE SHEET SCALE: 1/4"�1'�a" TOTAL AREA 3225 SQ. FT. MAIN FLOOR A2 . 1 `. •� r $ �W .21 r r c� 30'-4" M • w 5#-7,V2" 5r-4Yrr J. 26-911 16r-7. 6'-8Y" 4'w3)/2r' r7 1 D/S LINEN o •N "N I 8) .4'1 USE i Wl10' RED CC ° 1668 a ri � n ri i M BATH 3 50 re 9'-0" CLG. ND IL �^ l�. a dQ mp as LL p G 2 moo >� N a� � Ow 3� a a o `~ 2666 PKT 9'-0" CLG. CV 1�-g" I 24' a n DIS I RIS . -------------- CVI d- � n N cv " a I 2668 PKT DOL R/S I G z'-10� z-3Y z'-6" - " N 3'-11y" 1'-11y" 5'_4° 4'-5y" kcN BEDROOM 2 9'-0" CLG. BEDROOM 3 a� 9'-0" CLG. cu "N � 6068 SGD co o . I . �2868 sc BALCONY i E 0 0 9'-0" CLG. I ' I 3050 SH 3050 SH I 1 1 84'AFF 84"AFF I I f � 6 I � 6' 0)�" 4'-10Y2" 3'-4" 4'-1" 8'-9" 5'-7" 12'-3y" 3'-8y" 30'--4" a a a `o a ;R SECOND FLOOR. PLANMae SECOND FLOOR PLAN R :• � ,Le. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-o„ a AREA TABULATION . r MAI N FLOOR PLAN 1541 SQ. FT. + . �` . g 814 SQ. � 02 . SECOND FLOOR �`��. o �.2 ':. 0.IT TOTAL A/C AREA 2355 SQ. FT. FRONT PORCH 142 SQ. FT. JOB NO. 04-81.0044 GRILL PORCH 104 BALCONY 130 SQ. FT. SURFER GARAGE 494 SQ. FT. KEY TOTAL AREA 3225 'SQ. FT. SHEET TITLE s"�� SECOND FLOOR _ A2 . 2 L .� tp 6 a q P it N O � ' / U) .o 1 7:12w SLOPE a 1 _ a uj 7.12 a w -E ZO—PE M� � Af \Q r-----------•------------------------ --•-•----'--•------i 7:12, , FINK ATTIC –SLOPE Fiy }}�.�•.�� OVER GARAGE i w RIDGE to 1 ------_---------_-------------- ------------------ 0 ------_--------_-- i � W '=ti 7:12 11m ry,5 Q� � Noo AD.2 a SLOPE (n AD.2 ' - 1 SLOu PE a cn Il ' a N O 71-R SES w/ I D'T EA O n cuLMM f co cu 7:Iz RIDGE 7:12 SL13SL 'X I I 'yio MOM=J 3 ! I C) II II �\Q W Q. • 4 N -1 8 AD.2 c T OEMo :12 a SLOPE � a x • 11 ROOF LAYOUT • JOB NO. 04-81.0044 SCALE: 1/4-0-l'-O" SURFER KEY SHEET TITLE SHEET ROOF LAYOUT A2 . 3 N1� t A eco Product a jags 39 2002,' ,P>r g DU L LINE 1 TL, f0a SME 3 M40150—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x53 High performance single hang +50 -55 53x76% +35 -35 53X96 Tw--SI-11 +50, -50 53x78 Tilt sash single bung +35 -35 53x96 TB—SH .+50 -50 S3:96 'Wilt thermal break single!Ting MP—SH x-70 -70 53x78 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider Rw XHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 W/3/4/5 SGl.3 +35 -354069 panels Standard sliding glass door +30 -36 3080 panels 2"Sill M2/3/4/5 HP SCYD +4.5 -45 4080 panels' High,performance sliding glass door 2-1/21'Sill 11 .2/3/4/5 XHP SOD +55 =55 5080 panels Extra.,high performance sliding glass door 2-1/21'Sill �^ 5'wide panels not available in IVIS&5 Revised;04/W02 CAULK BEHIND UINOpU Ttla BY1FRANIN11 - 110 SCREW INSTALATIDN ANCHOR _•YvL1UDU)IUCK ANCHOR CONCRETE 119 IASONR'YR u1Npp11 FIN 1ADTH HY oTHERs CAULI( BEHIND WINDGV FIN 3/14'DIA.CONCRETE OPENING BY pINCgS NRLCHBE10O NT CONCRETE OR MASONRY r. .• - 1/4'NAX, - - SCREW ANCHOR OPENING jr OTHERSS 1> SHIN AS REO' AT EA.SCT OF INSTALLATION Ar1CNOR $yG LOAO B AR1NG Su$IS. 4AX. 1 SPACG / SHCAI'NIIJG BY OTHERS CgULX BETWEEN VON BUCK SN111 A$RCO'D. ALLDVAR`L gpINN$TALI(TO BE 1/4•.USE SHINS VNC t s ACC GWCAt R iNnN 116 1S PRESENT. TVG BY FRAMING BY pT1ICRF• &I4p$pNR7 OPENING BT BTHER$ W/LOAD YWd DY VOGD PI DOOR NAtY11JAL.ALL1111 H ALLOY 6067 DUCK 9Y OTHERS 127/4`H1W. ,uy 2.(YYp), 1N87AL.Lp T1GN ANCHOR 71EAR1N0 SHIN BUCK HY Ri14ERS 9� aW 5CR(tl'NT04C ATSON AN Man$INST HC OP SUprICICUT LCNWIY iD AGMICVC MIN.CIIBCOi1CHy 17BEDHENT of 1-IIB•aN tV0 DT VDaD BUCK.CON TE$CRCU ADCHGAS AT$11k ROSr Yf OF SUFFICICIIi RIO SCRCV(TYP.) INSTALLATION ANCHOR CAULK SETVCEN MASONRY LCNGTN TO ACNIEvE 1111✓.EMBEDMENT DY 1-1/4•INTO MASONRY OR LYIHCTE. 010 SCRCV ov.) OPENING S.VWD BUCK 41 NAX ALLOVABLE SPACING BCTVEEN 010 SCACV ANCHORS AND Co11CREIC S�RLV ppCNtlRS 70 DC pq. SHIM AS Rr0'D. BY OTHERS D.C.MAX, U/ LOAD m 5) USE LATEX CAULK 90 COWVALENT F49 PERIMETER SEAL AROVNB 101!Aft Or ODUR BY OFHERS. o o BEARING SHIN SWDING PLASS - 3/016 SUCK d1 IrEXACT 5i[n AOR THC$APARCPRIAT➢114 ANCHOR USE ANCNda 9UNfTI1Y LISTED VON NE%T SPACE •° JANE SCREY/AtICHDR BY Di1JERS )) FDR POC /'DOOR S1IE8 118E Clps SY Br PASS Dg�R itR�C A COIIFI1111TIM TO FINIS'OP;IJAIG. 1/4'MAX. _..._" DOOR FRgNE PLACE CONC114 pR�CTC SSCP ANCHORS 114 TER REyR�DMyy ofe Np gTp1P A$SHG//H. SH{14+SPAEE v 9r JIANBN8t i cORIdk9 AND CLASS Is N a SATHRIt WIMOSILLSARE IO ETp Bf1304 LSEAIC➢Att AVY7 SINGLE GI.AEIIA SllN. SLAM SEALER. e VIDI A S VLL Jl11NT EHBEDN[wT P 101 ALL TnANLtLuAT�pH�All LISTS:IN HAS OWt YOH IS DR AIA ItAYC/F AL $'<TYP.) 111 N ALL[Ni-rE► _m)tl_!-O.N4.LISTED A VE ARL SNpVII�N THIS DRAtr111G eI/�UatVFR H181ALLATIWI E%TER1dR APPLY 10 IMSYALLATt�+t r ALL Cpp1�14VRAT)gys, l'NIN. TWO$T CYTFQit>k 121 KI R 2 LID L D SKWIN. THIS PRINT ALSO APYLILS 10 MARE(J; ENBLD)ICHT WOOD RUCK a j NARK 4 t 114RK S. BY GIHERS TEMPERED 4LA4 FIN FRPMG J0.1lB EXTERIGR FINISH <TYPJ r BY OYNCRS ENT,FINISHJ > _ • S "�' SECTION �� PCRIMEYCR CAULK BY GIHCRS •• INSTALLATION ANCHgR CHART 8Y DTNCRS PERIHCTER CAULK J1^lJd• MIN. PER14FTER CAULK 8T OTHERS '^'T<MBCDHENT #110 SCRE;wS 1N 3/16' DIA. CONCRETE 4110 SCREI!$ („Eq,.•.:. Ill OTHERS r CALL OVERALL ✓RAMC HED SCREWAN FRAME SILL JAMB 8. k HCTGHF VIN➢DW _ EXT.f1HISH 512 SIZE up Td. 410 BTnPSF UP TO 46DPSF 61 JPSF UP TO 46 PO '-ell;ASF.• TG T()_. V1DTH `t BY aIHERS F 0 SF 7q ASF 5 Sr 60 PSF 7 PSF ... DOPA RRHESS - t/4'AJAX, 69 x0 Gu,XX 72-11/161x 80 4 A 3 3 3 3 3 b• ;.'..•6`,:'' MCAD -'•' S.G.D.WIDTH--------^---a D668 Xd�d%,kk 96-11!16 x BO 5 S 6 y 4 4 J 6 SH114 SPACE x % 5 5 8 3 6 ”-:[.•6 00 �'---� �•�-F SO" Y"7H[R5L P O bER�I1R -- !8069 OXD 14S`SJ x$p 7 9 lo an AX, D.C. HEjGDHRT iBD6B p%Xd,xxxx 144-11!16 x'OD 7 $ Ixx IIA%.<iYP.1 ° II�- a 169D6g OXNXO XXXX XXXX PT31�16 x 8Q !3 7 19 i� 0_ a 3 6 6 T9t 1V� TCFIPERED in,Ox.XX 60-11/3 x 96 3 3 3 3 !4 !6 3 VINBOW EUUAI.LY GLASS (TYPJ 1-!/tl•►UN 6D80 Xd,OX,Xx 78-1L/16 x 96 4 4 6 9 a°� 4 6 6 SPACE tHDEpMCNT M Y L T113N ANCHOR CDDp% n%,%% 96-t1/!6 x 96 5 $ q 1,A 6 S 5 6 6 6 IICIGHT AIICNpN$ In SL`REM/ lion 0XO it+ 6 6 •�6- - LL ° o r11P> info GRD !4$-$JB x 96 H 10 )1 7 8 9 6 6 CAULK 8CT\/EEN tI4• E VtTOD FRAME L 0 t -121181)0014. Xxxx- 13 1.96. C- 9 �j 13 6 _-•,g_-_ 6 SPACE HOOK$TRiP IPP dXXO.XX%% 144-1V16'/16 k 96 > 7 6 `-9-- RN $$ `f/ I gee Ono,XXXX t9B-111)6 x 96 A 14 IT 9 6 C1tHpRSlpEvUN Jam._ (._ .. j0 u 7 2 16 6...... 0 0 TWp BY VOOD ZOOBD "O XXXX 840-11/1 x 96 14 9 12 6 0 jo - IF L ---- -0 6(TYP>1 PAX. FRAME BY OTHCRS TVp BY FRAMING -- SLIDING GLAS DY DTNCR$ ➢AUR FRaHC V �'Y SILL SLIDING GLASS w--•—..- ry•7' ry DOOR HOOK STRIP .. .1 1IN S 6'MAX,(lip.)^� -- J// ' y 'e H � � V4114UNI'ALM foes SCATHING 6 MUST BE OF SUFFICIENT LTH.TO ELEVATION a ° s ENBGDIIENT BY OTHERS - TM. I.w V IWO FRAMINO MEMBER. �j 1-1/�4'NIN. I I a! V FROM CORNERS&24-D.C. VIEWED FROM EXTERIOR EXT.FINISH fxTERIcIR EL�yATlaN ' rY Br.nTHERs OXO DL]OR SHOWN EfBlq� ELEVATI(��J AT NFAO&JAMBS WITH DUO-SIL pCRN1ETER CAULK Duo, Xxxx DOOR SHOWN AO L APPLIMMON OF DUO-SIL 1611PERED OLASS Rr OTHERS IPIY 01=111, SFAlA11T tAMIUFAOTUAtles ._...._, s .• z_�+*.W..I,.�. .. __.,, ..-...., <iYP.) - - •-•-._- .��' rr - "I.,BENWp F11,AT Y/INpOW SILL. ] \1 ( SEI SILL IN SED J� - 'ALENF Still PERIMETER SEAL AROUND 1 I V C 4� �•„V e 6245 OLD U040S 00AD dF CONCRETE OR CAULK �(111�`STR !' 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I C Rn ' y u.R 8 s T •�. _ 1 DISCtvs b 2CaLC. RVO. 1(s a EE►. .� axx aaa RCQ ra -- % fl.R�O.1101 k'C�:'! 1i§1 = y~��: ,,,,.;�,..,:�n.,A�Jy,o_..,�„�.K •p•� OX, xO, R SNDWN rL 7!82 R v.L FTEe sicCn 1 nc T �GP1JLaY 1 2 BY WOOD BUCK 010 K 11/4' MINIMUM EMBEDMENTOR !1 3/16' PFH TAPCONS WITH 4,563' 1 112' MIN, EMBEDMENT (TYP) HIS XBE 1NSIpLLfD 11nrr Y At 11141,11s PRBIECTED BY p CAfr OR (2) PER HAD JAMB DVMIL, S N 1NR111K 1VEEN 1BC f(6t IY CA1✓OPr 84 OVERK4N6 114' GAP MAX, TIS IESS•1lV�V 9S�S U1q.ESS I>filf IS 1HSid11D IN ABIEAREASVNEIK1KUiBIANHKAREAARE 1fl0t0 1ER NUNN, 750' VAI R 1411RA10N E V�IVVIIIVM�' � yyi�ppO IRININI6 iKfOED j iP�I11R Pasitl A r >� +16.0 psF a MATERIALS LIST ITEM NB, OESCRIP11pN. PARI HUIIBCR COWIENTS ° °°°° WDOD-HEAO,iAhIB EV-12 'HIL. TOBEW D COMPRESSION IiEkiNERS1RIP t R FIXED TIRESNOLD . 8111/16" 79 5/16' TOP CIV�WEL EW-05 INTERIOR ° : EXTERIOR T 26 {017 ►,002-,00Q) NUi1RIliNNZBDI9-1. 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I•NAF 4•NA% . /•NAx ..MA% 4•MAX INTERIOR .. 3*mix L• ----•--•••,—�•Lea`VAX NAx L-41 MAX II s is-MAX 5L 1/4• MAX me. NAX ,�7 t/2•NAx 29.31+ 84 �/4• NAY �S ' MAx �/4• GC 6 MAX 1/r 7 9 IC t6 eonY 1STX SWIM MAX OR,MAX g IZ Iq. S m° to is•NAx ;�' �. .t. �. ��• '� �- ti'. .. t1F S7 1 2•NAx •/ _ ''L•F!,,,A .�• p r.M`r.�... / ,/.. °•NAx v •1�. •i:: ••j L w J /•NAx 1 C.C. y wax 4 4/16• HAx"'1 w1+� t ��• ��i;'4•MAx '�IAx,�=+a MAx A 7'NAx d•NA% 7� 1 NAx MAx /•MAX IS % 4•Milt.--�t.- 1-4- RAN ,aEla sec es.AZIMc Herat _ /• 'MAX atr •t sr `�-. 7 `. u b EXTERIOR MAXey x 1 190.G x �• LINA%'. SECTION A�-A 15•MAX MI' • • . ❑� 14•��{4. x I N'S W I N G OTHER COWIGURATIONS .. MAx MAx GLAZING DETAIL .. 6•Max ]•NA% r 'A! y MAX6B 7/4• as 3/4• ',' 1216. +�„ A'MaX � y�LL v S J MAX MAX 37 1/2- 4-MAX . EXTEV11�filE LATEk CMAx . .� acrmtr>R ,..rtMns ss°Ito.sra c�� m s ala g' '•� ,•d Ixv ar L[w.«o Txws �° At ,.,!'QlBCL+ArCrNCYTiHiME !N1@RInR tiv:•=,G/ /3LC;1F4Y+MQNttri7HE v sc Ax g(:YN�Yli-D 5 I— i r.•.,•,.7.,- i Q xr, res► •" `�� R R TRY SYSTEMS 31-10�20.�• -:WPIGLASS �"— BITEI er pxoc aLnhsl 9!t 6 M=DOt I - v r aarr;2 :,,. �. m: Larn�o„ Y S 31-III�II Ew-I ACM-WI OnE110LAplGtN�HOiL�Ct? V8 iEMWEREP GLASS Y N` MaECO►iFlWtC80FNCE L S+aEET 2 or 6 AC9LPriNC!S loll-•03 r y./q ..;r,: I _ .._ ACCOnAKENO.,� tfYF$Y(LII(T w • zz CL E ec Home MA i acksonvi e e aclorida i BESTCON e � Homes i • » . Mo i = a wcn �3 (D cu i i r �L -1000" ca w d� o � d a J� v 6 a ' n • a h. .r , 4 0.29 ' ■ JOB NO. 04-Bi-0044 SURFER KEY Z �up SHEET TITLE SHEET COVER AO . 0 Y r Periods only used on one 'W Ord abbreviations, if the abbreviation Is a different word by Itself; e.g. ARCH., BIT., and LAM. SHEET I '$ GENERAL NATES 4D ABBREVIATION S Periods are usually used when abbreviating multlple wards, unless they , ` Lv are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR BOLT FAS FASTS N(ER) PAR PARALLEL 1. ALL WORK PERFORMED SMALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE BUILDING CODES, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P PAD. PARTICLE BOARD ARCHITECTURAL ORDINANCES. AND REGULATIONS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE AOA COVER SHEET A. VAPOR BARRIER SMALL BE APPLIED ON ALL EXTERIOR WALLS. INSTALL AS PER MAARJFACTURER'8 ALC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) REQUIREMENTS. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A1.1 INDEX ABBREVIATIONS, SYMBOLS AND 2. MINIMUM DESIGN LOADS: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING r B. INSTALL#15(MN.)FELT UNDER ALL SHINGLES. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F. LIVE LOAD ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F, DEAD LOAD C. NAILS ONLY TO BE USED FOR ROOF SHINGLE ATTACHMENT. ADJ ADJUSTABLE FLG FLASHING PLAS PIASTER NO STAPLES ALLOWED. AGG AGGREGATE FUR FLOORING) PML PANEL ROOF: 40 P.S.F. LIVE LOAD A H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PMT PAINTED) LAYOUTS IO P.S.F. DEAD LOAD D. FLASH ALL'ROOF TO WALL CONDITI0N5, ALT ALTERNATE FN FENCE PR PAIR(OF)ALUM ALUMINUM FNDFOUNDATION PREFAB PREFABRICATED p A.P. ACCESS PANEL F.D. FACE OF PSF POUNDS PER SQUARE FOOTry VERIFY DESIGN LOADS WITH LOCAL BOLDING CODES AND CONDITIONS. REFER TO STRUCTURAL E. GUTTERS TO BE 5"(MIN.).27 GAUGE ALUMINUM WITH BAKED ENAMEL FINISH. DOWNSPOUT TO BE 4' APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH A2.0 FOUNDATION PLAN ENGINEERING FOR ALL STRUCTURAL DETAILS.SPECIFICATIO1I6,AND NOTES. ,20 GAUGE ALUMINUM WITH BAKED ENAMEL FINISH, ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE 8189 FTM PARTITIONEY ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN A.T. ASPHALT TILE FR FULL SIZxING) PV PAVE(0)oR PAVING A2.2 SECOND LEVEL FLOOR PLAN 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC F$ FULL SIXH PVC POLYVINYL CHLORIDE(PIPE) AVG AVERAGE PTO FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. FOUNDATION TYPES AND DESIGNS MAY VARY WITH THE NOWIDUAL PERTINENT sons CONDITIONS ON A. PROVIDE R41 (MIN.)BATT INSULATION IN ALL EXTERIOR WALLS AND R49(MINIMUM)BLOWN INSULATION B 836 36'WIDE BASE CAB, � GA GAUGE A2 4 FRONT & RIGHT ELEVATIONS EACH LOT. THE ARCHITECT DOES NOT WARRANT OR GUARANTEE THIS BUILDING DESIGN IN LOCATIONS (OR BATT AND BLOWN INSULATION)IN ALL CEILINGS OR RAFTERS ADJACENT TO THE EXTERIOR OR TO UNHIEA D O.T. QUARRY TILE WHERE INADEQUATE SOILS OR LANDFILL OCCURRENCES REQUIRE SPECIAL OR ADDITIONAL DESIGN FOR SPACES,PLUS R-19 AT EXPOSED FLOORS. ALL INSULATION TO MEET HUD MINIMUM PROPERTY SPECS. 8D BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.5 REAR 8t LEFT ELEVATIONS r T, STRUCTURE OR GAS MITIGATION DUE TO THESE OCCURRENCES, R-11 BATTS AT FIREPLACE CHASE WALLS AND UNDER FIREPLACE UNIT. BIT. BITUMINOUS GD GRADE OR GRADING R RIA RETURN AIR W BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS M BLDG BUILDING GFI GROUND FAULT INTERRUPTER. RAD RADIUS BILK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. ALL DESIGN, REVISIONS, ENGINEERING, INSTALLATION AND LIABILITY OF SOI.CONDITIONS,GAS MITIGATION BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN � _ (f� AND STRUCTURAL DESIGNS DUE TO INADEOUOTE SOILS OR LANDFILL BM BEAM G.I. GALVANIZED IRON OCCURENCES SHALL BE THE 7 DETAIL SHEETS REFI REFRIGERATOR r RESPONSIBILITY OF THE BUILDER -DEVELOPER'OR IT'S SUBCONTRACTORS INVOLVED WITH THE DESIGN ARD DRYYIALL B.M. BENCH MARK GT GROUT REQ REQUIRED INSTALLATION OF SUCH;AND THE ARCHITECT SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR THEIR BP BI-PASS(DOOR) RES RESILIENT ADA FOUNDATION & WALL SECTIONS OF A. ALL WALLS TO H�Q'EGYPSUht AND ALL CEILING TO Huf►�'OYPSUHI DlRli'CEILING BOARD lNLE85 "- 42N 42'HIGH(WALL) REV REVISION(.REVISED ••r IMPLEMENTATIONS. BRICK BIG BEARING HB HOSE 0188 REINF RI=tNFOIRCED(ING) AD.2 ROOF SECTIONS NOTED OTHERWISE. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. USE WATER RESISTANT GYPSUM BOARD FOR EXPOSED WALLS AND CEILING AT SHOWER AND TUB WADI 13TH OR BOT BOTTOM M.D. MEAT DETECTOR OR HEAVY DUTY RLG RAILING AD.3 MiSC DETAILS C. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZE,LOCATION AND INSTALLATION OF REVISED STEEL REINFORCING AREAS RECEIVING FIBERGLASS ENCLOSURE. RTWN BETWEEN NOR HEADER RAM RANGE W/MICROWAVE PER LOCAL CODES OR SPECIFIC SOIL CONDITIONS,WHICHEVER IS MORE RESTRICTIVE. BVL BEVELED HDW HARDWARE RM Roots AD.4 M1SC DETAILS B.W. BOTH WAYS MGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF WAY B. INTERIOR TRIM AND FINISHES TO BE SELECTED BY CONTRACTOR. C CAB H C.D. ABINHTBASIN H HORIIZONTAL RBS ROD AND SHELF(S) AD.5 M I SC' DETAILS CATMR OUR D. SOIL TEST MUST BE APPROVED BY GEO TECHNICAL ENGINEER PRIOR TO FOOTING POUR. CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) 9. DOORS A WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR m i E. ALL CONCRETE FOOTINGS ARE DESIGNED TO BEAR ON MINIMUM SOIL PRESSURE OF 5000 P.S.F. AND CHAM CHAMFER HVAC HEATING/VENTILATING/AIR COND. SEC SECTIONp O W SHALL BE PLACED ON FIRM, UNDISTURBED SOIL 3'-6'MINMIM BELOW GRADE. CONTRACTOR TO A. ALL PATIO DOORS-OPERABLE LEAF INSIDE, C.I. CA$T IRON. HWD HARDWOOD(FLOORS) S.F. SOUARF FEET ELECTRICAL c My,(L REINFORCE CONCRETE FOOTINGS AND POURED CONCRETE WALLS AS REQUIRED FOR SPECIFIC SOIL CONDITIONS C.I.P.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETY GLASS t g OR LOCAL CODES, WHICHEVER, LS MORE RESTRICTIVE. B. DOOR AND WINDOW INFILTRATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCE AND SHALL MEET CIR CIRCLE I.R. IRONING BOARD S.G.D. SLICING GLASS DOOR �? PERFORMANCE STANDARDS ANSI/AAMA"101-88 FOR METAL WINDOWS DH-C40 FOR VINYL WINDOWS CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) AND THE CW SHALL NOT BE LESS THAN 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIED)OF SHT (DRAWING)SHEET "( CK CALK(ING)CAUI"K(NG) I.M. INSULATED METAL SHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN A F. ALL CONCRETE SHALL ATTAIN A 28 PAY COMPRES6IVE STRENGTH OF 3,000 P.S.I. CL CLOSET OR CENTER LINE INS OR(NSUL INSULATED(TION) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT E1.2 UPPER FLOOR ELECTRICAL PLAN CLR CLEARANCE) S c C. PROVIDE INSSULATING DOUBLE GLAZING AT ALL EXTERIOR GLASS AREAS AND.TEMPERED GLASS IN ALL SLIDING SL SIDELIGHT OR SLEEVE O OW CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT �A. 0. G. PROVIDE mwimuq 4'CONCRETE COVER AT TINDER SLAB UTILITY LOCATIONS. WHEN CONCRETE GLASS DOORS AND IN WINDOWS AS PER LOCAL CODES. CM CENTIMETER(S) J JT JOINT SPC SPACER ENCASEMENT OF UTILITY LINES IS REOUIRFD, INCREASE SLAB THICKNESS AT THE UTILITY LINE. INSTALL CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS UTILITIES LINES WELL BELOW SLAB. C.O. CASED OPENING KD KNOCKDOWN(CEILING) D. CAULK AT ALL SASH,SLIDING GLASS DOGRS, ENTRANCE DOORS AND BOTTOM PLATES(ALL SIDES OF COL COLUMN K KIT KITCHEN SPK (STAIN)SPEAKERS) COMB COMBINATION KO KNOCKOUT S STAINLESS STEEL OPENINGS)/AND HEAD FLASH ALL WINDOWS AND DOORS. STD $TANDAIRD H. PROVIDE ISOLATION JOINT MATERIAL(ASPHALT IMPREGNATED)BETWEEN FOUNDATION WALLS AND ALL$LAOS CONC CONCRETE KPL KICKFLATE(ON DOOR) STG OR$TO STORAGE NCLUOING PATIO. PORCH AND SIDEWALKS. GOND (AC)CONDENSER KIS KNEE SPACE STIR STEEL CONST CONSTRUCTION 10. MECHANICAL I ELECTRICAL CONT CONTINUOUS LAP). LAMINATED) SSO SQUARE , CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDEDI E N NOTE ,1 I. PROVIDE'ZIP STRIP`OR TOOLED CONTROL JOINTS WHERE INDICATED ON THE FWHINATION PLANS. COIR CORRUGATED A. ALL ELECTRICAL AND PLUMO(NG REQUIREMENTS SHALL COMPLY WITH LOCAL BUILDING CODES. ALL OUTDOOR, CPR COPPER L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL LW LAYING BATHROOM AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND FAULT CIRCUIT PROTECTION. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING SERVICE PANELS To BE(MIN.)20 CIRCUIT, 100 AMP, 110 VOLT. CRS COURSES)• L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRY TIB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. LAMINATED VENEER LUMBER(LVL)SMALL PROVIDE THE DESIGN VALUES EQUAL TO OR EXCEEDING THIS C.T. CERAMIC TILE LTL LINTEL T,C.J, TROWELED CONTROL JOINTGTR CENTER DR COUNTER FACE OF STUD, UNLESS OTHERWISE NOTED, FOLLOWING: B. PROVIDE GRAY BOX FOR WASHER AND PROVIDE SOLID METAL DRYER VENT(TAPED-NO SCREWS)TO LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER CY CUBIC YARD TOG TONGUE B GROOVE EXTERIOR. TEL TE=LEPHONE 2800 PSI N BENDING,FB M METER(S) THA( THICK(MESS) 285 PSI IN HORIZONTAL SHEAR,FY C. ALL SEWER AND WATER SLEEVES TO BE DEPTH AND SEPARATION AS PER LOCAL CODE BELOW ADJACENT THRESH" IE'O IE'DEEP MAX MAXIMUM THR 2,000,000 PSI IN MODULUS OF ELASTICITY,E FINISH GRAtOE. D D DRYER,OR GRAIN MAS MASONRY � T.O.C. TOPOP(FOF CONCRETE DBL DOUBLE MATL MATERIAL T.D.F. TOP OF FOUNDATION B. UNLESS OTHERWISE NOTED,ALL DIMENSION FRAMING LUMBER SHALL HAVE AN ALLOWABLE BETIDING DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY STRESS+ 875 P.S.1., (1000 PSI REPETITIVE)DR BETTER. D. PROVIDE MAIN SEWER CLEAN-OUT WITHIN WAY INSIDE OR OUTSIDE OF THE BUILDING LINE UNLESS NOTED DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW DEP DEPRESSED MFR. MAIRJFACTUJRER OTHERWISE. TR OR TRT .TRANSOM(WINDOW) CIO DET DETAIL - MH MANHOLE O.F. DRINKiTc'FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES NT1■ � C. UNLESS OTHERWISE NOTED,PROVIDED: E. 4N ALL BUILDINGS A CONTINUOUS CONDUIT SMALL BE INSTALLED FROM THE WATER METER TO AN EXTERIOR TV TELEVISION OUTLET OR LOCATION REMOTE WATER METER READER AT A LOCATION TO BE APPROVE(BY THE WATER DEPARTMENT. THE DH DOUBLE HUNG MIR MIRROR TYP TYPICAL I. ALL TRUSSES SHALL BE SECURELY BRACED BOTH DARING ERECTION AND AFTER PERMANENT INSTALLATION IN CONDUIT SHALL BE CAPABLE OF ACCEPTING A LOW VOLTAGE MINIMUM 2 CONDUCTOR CABLE SUPPLIED DIAN DIAMETER MISC MISCELLANEOUS A BUILDING IN ACCORDANCE WD.L. DEAN LOAD MM MILLIMETER WITH COMMENTARY AND RECOMMENDATIONS AS PUBLISHED BY THE TOM AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE CABLE SHALL BE COPPER AND A MINIMUM*18. DIM DIMENSION MLD MOULDING U OF UNDERCUT(DOOR) PLATE INSTITUTE. THE WATERS DOPARTMENT SHALL MAKE THE COHNFCTIONS, UNUNFINISHED ON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE D.P. DAMP-PROOFING M.D. MASONRY OPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY DR DOOR MOD MODULAR rr VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. CU 2- Y'HIGH DENSITY T&G,PLYWOOD SU RFLOOR GLUED AND NAILED. PANEL SPAN RATING SHALL BE APA DRY DRYER MACHINE MRS MARBLE Y V.B. VAPOR BARRIER 24/32, EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS'SPACING AND EDGE DS DRAWER STACK(CABINET)WT MTL METAL V836 36'WIDE VANITY BASE RECOMMENDATIONS, F. WATER SERVICE SHALL BE P MINIMUM DRAw UM FROM EACH EXTERIOR SHUT OFF VALVE. MT MOUNTEO(ING) VERT VERTICAL O.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL OTL DETAIL V.S. VEGTABLE SINK CU OW DISH WASHER N/ANOT APPLICABLE V.T. VINYL TILE U3 Y4 3. 'UNDERLAYMENT(MWIMM)UNDER VINYL OR TILE ON WOOD FRAME FLOOR SYSTEMS. G. ALL SHOWER HEAD HEIGHTS TO BE 80'AFF AT FIBERGLASS SHOWERS AND 84'APF AT CERAMIC OWG DRAWING N.I.C. NOT IN CONTRACT LL SHOWERS. DWR DRAWER NL MAILABLE W3630 36W X 30TH WALL CAB NOM NOMINAL W WIDE OR WASHING MACHINE 4• MLNP/' HIGH DENSITY O.S.B. WOOD ROOF SHEATHING wITM'H'CLIPS.APA PANEL SPAN RATING SHALL• EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET BE 0o,EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS' SPACING AND EDGE EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD RECOMMENDATIONS. E.F. EACH FACE IMPORTANT NOTE: CIA OVERALL WF WIDE FLANGE(STEEL BEAM) O E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL SI MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG ELEC ELECTRIC(AL) O,CAB. OVERHEAD CABINET W1 WROUGHT IRON D. ROOF TRUSS SYSTEMS SNAIL BE FABRICATED WITH WORD a1DRDs AND WOOD WEBS N ACCORDANCE WITH ENGINpIEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET DESIGNS PREPARED LINDEN THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. REFERENCES & CALLOUTS ON THE ARCHITECTURAL l57 ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER ON OVERHEAD w/w/D WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING oPNG OPENING WP wATHRPR00ISTAN E. ROOF TRUSSES MANUFACTURER SHALL SUBMIT Z,SETS OF SEALED SHOP DRAWINGS TO BUILDER FOR EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT CLARIIFY CONFLICTING INFORMATION. OSB ORIENTED STRANOBOARD W.S. WATER SOFTENER ATTIC VENT CALCULATIONI EXT EXTERIOR APPROVAL OF ROOF TRUSSES AND BEAMS � W T W. wYVpLLCTO WALL �. WWM WELDED WIRE MESH F. MINfly'EXTERIOR GRADE PLYWOOD OR OSB WOOD SHEATHING BEHIND ALL MASONRY VENEER.DRYVIT PANELS AND CEDAR SIDING. SEE ELEVATIONS FOR LOCATIONS. G. PRESSURE TREATED LUMBER TO BE USED WHERE WOOD is N CONTACT WITH CONCRETE AND FOR 2X4 MUD SYMBOLS FORMULA: SILL. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. EXTERIOR DECK CONSTRUCTION SMALL BE WITH PRESSURE TREATED LUMBER WITH DIMENSIONS AS *144 SQ. IN. = 1 SQ. FT. EARTH{ PLYWOOD INDICATED ON THE PLANS, BLDG. CEILING(SF)X 144= BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 =SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12=50%D AT RIDGE A 50%AT EAVES WOOD STUD PARTITION BATT INSULATION o DETAIL NUMBER OR SECTION KEY r 4 SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION a UNLESS OTHERWISE NOTED ® BRICK cu WATER CLOSET ANGLE AREA TABULATION 1z. • � CONCRETE BLOCK � a CENTERLINE -- _ lu .d. .'.� CONCRETE TUB/SfiOWER 0 u "g OSE BIBS FREEZE PROOF) MAI N FLOOR PLAN 1541 SQ- FT. `' �+-- " t sTONE SECOND FLOOR 814 SQ. FT. ED — GAS LINE STUB , y ,� LAVATORY TOTAL A/C AREA 2355 SQ. FT. _` ;:_ IOD ' STEEL z„ E d PENNY FRONT PORCH 142 SQ. FT. f :: °U.0. ® DIMENSIONAL LUMBER ❑ DOUBLE SINK GRILL PORCH 104 BALCONY 130 SQ. FT. PERPENDICULAR JOB Na. 04-BI.0044 BLOCKING GARAGE 494 SQ. FT. R PLATE �❑ SURFER SINGLE SINK TOTAL AREA 3225 SQ. FT. 0 ROUND OR DIAMETER ® FINISH GRADE WOOD KEY SHEET TITLE SHEET GENERAL NOTES A l . I t A eco Product a jags 39 2002,' ,P>r g DU L LINE 1 TL, f0a SME 3 M40150—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x53 High performance single hang +50 -55 53x76% +35 -35 53X96 Tw--SI-11 +50, -50 53x78 Tilt sash single bung +35 -35 53x96 TB—SH .+50 -50 S3:96 'Wilt thermal break single!Ting MP—SH x-70 -70 53x78 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider Rw XHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 W/3/4/5 SGl.3 +35 -354069 panels Standard sliding glass door +30 -36 3080 panels 2"Sill M2/3/4/5 HP SCYD +4.5 -45 4080 panels' High,performance sliding glass door 2-1/21'Sill 11 .2/3/4/5 XHP SOD +55 =55 5080 panels Extra.,high performance sliding glass door 2-1/21'Sill �^ 5'wide panels not available in IVIS&5 Revised;04/W02 CAULK BEHIND UINOpU Ttla BY1FRANIN11 - 110 SCREW INSTALATIDN ANCHOR _•YvL1UDU)IUCK ANCHOR CONCRETE 119 IASONR'YR u1Npp11 FIN 1ADTH HY oTHERs CAULI( BEHIND WINDGV FIN 3/14'DIA.CONCRETE OPENING BY pINCgS NRLCHBE10O NT CONCRETE OR MASONRY r. .• - 1/4'NAX, - - SCREW ANCHOR OPENING jr OTHERSS 1> SHIN AS REO' AT EA.SCT OF INSTALLATION Ar1CNOR $yG LOAO B AR1NG Su$IS. 4AX. 1 SPACG / SHCAI'NIIJG BY OTHERS CgULX BETWEEN VON BUCK SN111 A$RCO'D. ALLDVAR`L gpINN$TALI(TO BE 1/4•.USE SHINS VNC t s ACC GWCAt R iNnN 116 1S PRESENT. TVG BY FRAMING BY pT1ICRF• &I4p$pNR7 OPENING BT BTHER$ W/LOAD YWd DY VOGD PI DOOR NAtY11JAL.ALL1111 H ALLOY 6067 DUCK 9Y OTHERS 127/4`H1W. ,uy 2.(YYp), 1N87AL.Lp T1GN ANCHOR 71EAR1N0 SHIN BUCK HY Ri14ERS 9� aW 5CR(tl'NT04C ATSON AN Man$INST HC OP SUprICICUT LCNWIY iD AGMICVC MIN.CIIBCOi1CHy 17BEDHENT of 1-IIB•aN tV0 DT VDaD BUCK.CON TE$CRCU ADCHGAS AT$11k ROSr Yf OF SUFFICICIIi RIO SCRCV(TYP.) INSTALLATION ANCHOR CAULK SETVCEN MASONRY LCNGTN TO ACNIEvE 1111✓.EMBEDMENT DY 1-1/4•INTO MASONRY OR LYIHCTE. 010 SCRCV ov.) OPENING S.VWD BUCK 41 NAX ALLOVABLE SPACING BCTVEEN 010 SCACV ANCHORS AND Co11CREIC S�RLV ppCNtlRS 70 DC pq. SHIM AS Rr0'D. BY OTHERS D.C.MAX, U/ LOAD m 5) USE LATEX CAULK 90 COWVALENT F49 PERIMETER SEAL AROVNB 101!Aft Or ODUR BY OFHERS. o o BEARING SHIN SWDING PLASS - 3/016 SUCK d1 IrEXACT 5i[n AOR THC$APARCPRIAT➢114 ANCHOR USE ANCNda 9UNfTI1Y LISTED VON NE%T SPACE •° JANE SCREY/AtICHDR BY Di1JERS )) FDR POC /'DOOR S1IE8 118E Clps SY Br PASS Dg�R itR�C A COIIFI1111TIM TO FINIS'OP;IJAIG. 1/4'MAX. _..._" DOOR FRgNE PLACE CONC114 pR�CTC SSCP ANCHORS 114 TER REyR�DMyy ofe Np gTp1P A$SHG//H. SH{14+SPAEE v 9r JIANBN8t i cORIdk9 AND CLASS Is N a SATHRIt WIMOSILLSARE IO ETp Bf1304 LSEAIC➢Att AVY7 SINGLE GI.AEIIA SllN. SLAM SEALER. e VIDI A S VLL Jl11NT EHBEDN[wT P 101 ALL TnANLtLuAT�pH�All LISTS:IN HAS OWt YOH IS DR AIA ItAYC/F AL $'<TYP.) 111 N ALL[Ni-rE► _m)tl_!-O.N4.LISTED A VE ARL SNpVII�N THIS DRAtr111G eI/�UatVFR H181ALLATIWI E%TER1dR APPLY 10 IMSYALLATt�+t r ALL Cpp1�14VRAT)gys, l'NIN. TWO$T CYTFQit>k 121 KI R 2 LID L D SKWIN. THIS PRINT ALSO APYLILS 10 MARE(J; ENBLD)ICHT WOOD RUCK a j NARK 4 t 114RK S. BY GIHERS TEMPERED 4LA4 FIN FRPMG J0.1lB EXTERIGR FINISH <TYPJ r BY OYNCRS ENT,FINISHJ > _ • S "�' SECTION �� PCRIMEYCR CAULK BY GIHCRS •• INSTALLATION ANCHgR CHART 8Y DTNCRS PERIHCTER CAULK J1^lJd• MIN. PER14FTER CAULK 8T OTHERS '^'T<MBCDHENT #110 SCRE;wS 1N 3/16' DIA. CONCRETE 4110 SCREI!$ („Eq,.•.:. Ill OTHERS r CALL OVERALL ✓RAMC HED SCREWAN FRAME SILL JAMB 8. k HCTGHF VIN➢DW _ EXT.f1HISH 512 SIZE up Td. 410 BTnPSF UP TO 46DPSF 61 JPSF UP TO 46 PO '-ell;ASF.• TG T()_. V1DTH `t BY aIHERS F 0 SF 7q ASF 5 Sr 60 PSF 7 PSF ... DOPA RRHESS - t/4'AJAX, 69 x0 Gu,XX 72-11/161x 80 4 A 3 3 3 3 3 b• ;.'..•6`,:'' MCAD -'•' S.G.D.WIDTH--------^---a D668 Xd�d%,kk 96-11!16 x BO 5 S 6 y 4 4 J 6 SH114 SPACE x % 5 5 8 3 6 ”-:[.•6 00 �'---� �•�-F SO" Y"7H[R5L P O bER�I1R -- !8069 OXD 14S`SJ x$p 7 9 lo an AX, D.C. HEjGDHRT iBD6B p%Xd,xxxx 144-11!16 x'OD 7 $ Ixx IIA%.<iYP.1 ° II�- a 169D6g OXNXO XXXX XXXX PT31�16 x 8Q !3 7 19 i� 0_ a 3 6 6 T9t 1V� TCFIPERED in,Ox.XX 60-11/3 x 96 3 3 3 3 !4 !6 3 VINBOW EUUAI.LY GLASS (TYPJ 1-!/tl•►UN 6D80 Xd,OX,Xx 78-1L/16 x 96 4 4 6 9 a°� 4 6 6 SPACE tHDEpMCNT M Y L T113N ANCHOR CDDp% n%,%% 96-t1/!6 x 96 5 $ q 1,A 6 S 5 6 6 6 IICIGHT AIICNpN$ In SL`REM/ lion 0XO it+ 6 6 •�6- - LL ° o r11P> info GRD !4$-$JB x 96 H 10 )1 7 8 9 6 6 CAULK 8CT\/EEN tI4• E VtTOD FRAME L 0 t -121181)0014. Xxxx- 13 1.96. C- 9 �j 13 6 _-•,g_-_ 6 SPACE HOOK$TRiP IPP dXXO.XX%% 144-1V16'/16 k 96 > 7 6 `-9-- RN $$ `f/ I gee Ono,XXXX t9B-111)6 x 96 A 14 IT 9 6 C1tHpRSlpEvUN Jam._ (._ .. j0 u 7 2 16 6...... 0 0 TWp BY VOOD ZOOBD "O XXXX 840-11/1 x 96 14 9 12 6 0 jo - IF L ---- -0 6(TYP>1 PAX. FRAME BY OTHCRS TVp BY FRAMING -- SLIDING GLAS DY DTNCR$ ➢AUR FRaHC V �'Y SILL SLIDING GLASS w--•—..- ry•7' ry DOOR HOOK STRIP .. .1 1IN S 6'MAX,(lip.)^� -- J// ' y 'e H � � V4114UNI'ALM foes SCATHING 6 MUST BE OF SUFFICIENT LTH.TO ELEVATION a ° s ENBGDIIENT BY OTHERS - TM. I.w V IWO FRAMINO MEMBER. �j 1-1/�4'NIN. I I a! V FROM CORNERS&24-D.C. VIEWED FROM EXTERIOR EXT.FINISH fxTERIcIR EL�yATlaN ' rY Br.nTHERs OXO DL]OR SHOWN EfBlq� ELEVATI(��J AT NFAO&JAMBS WITH DUO-SIL pCRN1ETER CAULK Duo, Xxxx DOOR SHOWN AO L APPLIMMON OF DUO-SIL 1611PERED OLASS Rr OTHERS IPIY 01=111, SFAlA11T tAMIUFAOTUAtles ._...._, s .• z_�+*.W..I,.�. .. __.,, ..-...., <iYP.) - - •-•-._- .��' rr - "I.,BENWp F11,AT Y/INpOW SILL. ] \1 ( SEI SILL IN SED J� - 'ALENF Still PERIMETER SEAL AROUND 1 I V C 4� �•„V e 6245 OLD U040S 00AD dF CONCRETE OR CAULK �(111�`STR !' E7AIl KINC V LTD NN JAC109ONVAtt.FLORID:. •31254 _: ANE 6. ff y _ INr1ALL.ATIOa ANCI4DR SLIDING GLASS JACKSONVILLE:, FLOWN OT t{��p IN q CH CHART.USE ..d...-�,;..• ..•.,ji Jam✓ _ ._..._.- _. - __ _. 8/6' DIA.CONCRCHE DOOR FRg11C ti,��,.in.r.;rs✓• ., u...••. 4IH flj7t!LAW 91IE. ,�"y�,�=:..,,•, itfl.[�INSTALLATION DE'fAll_ 470)1) I"RAPIE OPEP1tNG _ scltEV ANCHOR<7Yi'.> JAIIE ,�,,=`�IY,r�!... � � T)tio SL1DlIlG GLASS h1309 W/TvO BY VDITD BUCI(I7kFRAmr. . MAY VilriY PER THE REOUIRElAEt+iS �,Y -•; "';:_ }IN SINGLE HUNG WINDOW Ng0/50 & 14+!0/5UMP MASUNRYEOPENINU $7 UPEHING DX / XX_ / GXCI 10%X6 E XXX7t�IIISYALLAYIgON�I)ETA11 4U1A.IILI��f GLAZING IS SHOWN. ". ,...w ... ...,,.... _ ''' - - - - ....,.... AXI�i 61r#i BY pr11ERS =J:' .�;��^'.... NGK CR: ERc(itttmMANUf L MARTiF1EX 1311 11/Ota/DI 4 FIN JAMB DO NOY RFOUIRE _ J r 11A11UEL I4ARTITJEZ' _$3 li?/gJO1 4 fIV[L p dlt!n ffD` o`l J- ' ER([iR ELfVA7TtTN CIVIL N.T.S. K.1AXDp7 1171) 1 s� z. Rp s ..v.. R IAM11 ANCHORS ARE ONLY REWO. ... I C Rn ' y u.R 8 s T •�. _ 1 DISCtvs b 2CaLC. RVO. 1(s a EE►. .� axx aaa RCQ ra -- % fl.R�O.1101 k'C�:'! 1i§1 = y~��: ,,,,.;�,..,:�n.,A�Jy,o_..,�„�.K •p•� OX, xO, R SNDWN rL 7!82 R v.L FTEe sicCn 1 nc T �GP1JLaY 1 2 BY WOOD BUCK 010 K 11/4' MINIMUM EMBEDMENTOR !1 3/16' PFH TAPCONS WITH 4,563' 1 112' MIN, EMBEDMENT (TYP) HIS XBE 1NSIpLLfD 11nrr Y At 11141,11s PRBIECTED BY p CAfr OR (2) PER HAD JAMB DVMIL, S N 1NR111K 1VEEN 1BC f(6t IY CA1✓OPr 84 OVERK4N6 114' GAP MAX, TIS IESS•1lV�V 9S�S U1q.ESS I>filf IS 1HSid11D IN ABIEAREASVNEIK1KUiBIANHKAREAARE 1fl0t0 1ER NUNN, 750' VAI R 1411RA10N E V�IVVIIIVM�' � yyi�ppO IRININI6 iKfOED j iP�I11R Pasitl A r >� +16.0 psF a MATERIALS LIST ITEM NB, OESCRIP11pN. PARI HUIIBCR COWIENTS ° °°°° WDOD-HEAO,iAhIB EV-12 'HIL. TOBEW D COMPRESSION IiEkiNERS1RIP t R FIXED TIRESNOLD . 8111/16" 79 5/16' TOP CIV�WEL EW-05 INTERIOR ° : EXTERIOR T 26 {017 ►,002-,00Q) NUi1RIliNNZBDI9-1. MAX r BASF FOAM- BEN TY 2.0 TO , ibilfe Q 9 Ti M CHANNEL W K BLOCK EV-08 EV-81 /6° 'x l 51 'Nl._TO V10 9.7°5• e 1 w D-KE VILE 11146 i 11/1V 1516`172 l'NIL.TO B V 0 K f ER PIAT' EW49 Q50 R T1C ® ,;a° V D= N RM �• 1 N x 4 l 'NTL,TO BE VOBO ® 1•. 5 l0 4'W P S (4)SCREWS PER HINGE SCREWS PER RINK � �q(dN+� 1 Y 1 l nl�tlnlu�u�aYl tti OV��SCdM 1'25, soup J,Ze�• B 110 x 3/4'r' V's, t2)SCREWS PER HINGE 2I AT EACH STRIKE PLATE LpCKSET VB(SE1 BRAND 210 LOCK ��V C Y TON si a JD lDll 111511110 111[ AEC BA O10(1Y FICAIONS a/W JD • 2 BY WOnD BUCK fNIR IpIS'ImojtN gig/ It - ryry w ° G A A PRGE '.nh 6 i 1'C5) )(�Su RS _...w..._ . ..._ ,.., _. .. _.__. . . 7 SECTIUN T #10 x 1114 M[NIMUM EM$1DMENT OR p �ilJp, __ 3/16°,PFH TAPCONS WITH. �R D�Ii �IVIf1Y SYSi�h9S 1112°MIN, EMBEDMENT (TYP) 91l TctRs 31101 - W (2)PER HEAD JAMB PItIS NS6bi(,� /"` SHEET 2 OF 6 G - . ... ... . DOER �V1SDW(EII1R C 69 7/�•NAx -.. .. .. I•NAF 4•NA% . /•NAx ..MA% 4•MAX INTERIOR .. 3*mix L• ----•--•••,—�•Lea`VAX NAx L-41 MAX II s is-MAX 5L 1/4• MAX me. NAX ,�7 t/2•NAx 29.31+ 84 �/4• NAY �S ' MAx �/4• GC 6 MAX 1/r 7 9 IC t6 eonY 1STX SWIM MAX OR,MAX g IZ Iq. S m° to is•NAx ;�' �. .t. �. ��• '� �- ti'. .. t1F S7 1 2•NAx •/ _ ''L•F!,,,A .�• p r.M`r.�... / ,/.. °•NAx v •1�. •i:: ••j L w J /•NAx 1 C.C. y wax 4 4/16• HAx"'1 w1+� t ��• ��i;'4•MAx '�IAx,�=+a MAx A 7'NAx d•NA% 7� 1 NAx MAx /•MAX IS % 4•Milt.--�t.- 1-4- RAN ,aEla sec es.AZIMc Herat _ /• 'MAX atr •t sr `�-. 7 `. u b EXTERIOR MAXey x 1 190.G x �• LINA%'. SECTION A�-A 15•MAX MI' • • . ❑� 14•��{4. x I N'S W I N G OTHER COWIGURATIONS .. MAx NAx GLAZING DETAIL .. 6•Max ]•NA% r 1216. 'A! y MAX 6B 7/4• as 3/4• ',' A'MAX aL1ERV�LL L� S MAX MAX 37 1/2" ,. X/•MAX . EXTEV11�filE LATEk CMAx MA% . .� acrmtr>R ,..rtMns ss°Ito.sra c�� m s ala g' '•� ,•d Ixv ar L[w.«o Txws �° At ,.,!'QlBCL+ArCrNCYTiHiME !N1@RInR tiv:•=,G/ /3LC;1F4Y+MQNttri7HE v sc Ax g(:YN�Yli-D 5 I— i r.•.,•,.7.,- i Q xr, res► •" `�� R R TRY SYSTEMS 31-10�20.�• -:WPIGLASS �"— BITEI er pxoc aLnhsl 9!t 6 M=DOt I - v r aarr;2 :,,. �. m: Larn�o„ Y S 31-III�II Ew-I ACM-WI OnE110LAplGtN�HOiL�Ct? V8 iENWEREP GLASS Y N` MaECO►iFlWtC80FNCE L S+aEET 2 or 6 AC9LPriNC!S loll-•03 r y./q ..;r,: I _ .._ ACCOnAKENO.,� tfYF$Y(LII(T w • zz CL E ec Home MA i acksonvi e e aclorida i BESTCON e � Homes i • » . Mo i = a wcn �3 (D cu i i r �L -1000" ca w d� o � d a J� v 6 a ' n • a h. .r , 4 0.29 ' ■ JOB NO. 04-Bi-0044 SURFER KEY Z �up SHEET TITLE SHEET COVER AO . 0 Y r Periods only used on one 'W Ord abbreviations, if the abbreviation Is a different word by Itself; e.g. ARCH., BIT., and LAM. SHEET I '$ GENERAL NATES 4D ABBREVIATION S Periods are usually used when abbreviating multlple wards, unless they , ` Lv are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR BOLT FAS FASTS N(ER) PAR PARALLEL 1. ALL WORK PERFORMED SMALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE BUILDING CODES, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P PAD. PARTICLE BOARD ARCHITECTURAL ORDINANCES. AND REGULATIONS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE AOA COVER SHEET A. VAPOR BARRIER SMALL BE APPLIED ON ALL EXTERIOR WALLS. INSTALL AS PER MAARJFACTURER'8 ALC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) REQUIREMENTS. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A1.1 INDEX ABBREVIATIONS, SYMBOLS AND 2. MINIMUM DESIGN LOADS: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING r B. INSTALL#15(MN.)FELT UNDER ALL SHINGLES. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F. LIVE LOAD ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F, DEAD LOAD C. NAILS ONLY TO BE USED FOR ROOF SHINGLE ATTACHMENT. ADJ ADJUSTABLE FLG FLASHING PLAS PIASTER NO STAPLES ALLOWED. AGG AGGREGATE FUR FLOORING) PML PANEL ROOF: 40 P.S.F. LIVE LOAD A H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PMT PAINTED) LAYOUTS IO P.S.F. DEAD LOAD D. FLASH ALL'ROOF TO WALL CONDITI0N5, ALT ALTERNATE FN FENCE PR PAIR(OF)ALUM ALUMINUM FNDFOUNDATION PREFAB PREFABRICATED p A.P. ACCESS PANEL F.D. FACE OF PSF POUNDS PER SQUARE FOOTry VERIFY DESIGN LOADS WITH LOCAL BOLDING CODES AND CONDITIONS. REFER TO STRUCTURAL E. GUTTERS TO BE 5"(MIN.).27 GAUGE ALUMINUM WITH BAKED ENAMEL FINISH. DOWNSPOUT TO BE 4' APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH A2.0 FOUNDATION PLAN ENGINEERING FOR ALL STRUCTURAL DETAILS.SPECIFICATIO1I6,AND NOTES. ,20 GAUGE ALUMINUM WITH BAKED ENAMEL FINISH, ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE 8189 FTM PARTITIONEY ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN A.T. ASPHALT TILE FR FULL SIZxING) PV PAVE(0)oR PAVING A2.2 SECOND LEVEL FLOOR PLAN 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC F$ FULL SIXH PVC POLYVINYL CHLORIDE(PIPE) AVG AVERAGE PTO FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. FOUNDATION TYPES AND DESIGNS MAY VARY WITH THE NOWIDUAL PERTINENT sons CONDITIONS ON A. PROVIDE R41 (MIN.)BATT INSULATION IN ALL EXTERIOR WALLS AND R49(MINIMUM)BLOWN INSULATION B 836 36'WIDE BASE CAB, � GA GAUGE A2 4 FRONT & RIGHT ELEVATIONS EACH LOT. THE ARCHITECT DOES NOT WARRANT OR GUARANTEE THIS BUILDING DESIGN IN LOCATIONS (OR BATT AND BLOWN INSULATION)IN ALL CEILINGS OR RAFTERS ADJACENT TO THE EXTERIOR OR TO UNHIEA D O.T. QUARRY TILE WHERE INADEQUATE SOILS OR LANDFILL OCCURRENCES REQUIRE SPECIAL OR ADDITIONAL DESIGN FOR SPACES,PLUS R-19 AT EXPOSED FLOORS. ALL INSULATION TO MEET HUD MINIMUM PROPERTY SPECS. 8D BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.5 REAR 8t LEFT ELEVATIONS r T, STRUCTURE OR GAS MITIGATION DUE TO THESE OCCURRENCES, R-11 BATTS AT FIREPLACE CHASE WALLS AND UNDER FIREPLACE UNIT. BIT. BITUMINOUS GD GRADE OR GRADING R RIA RETURN AIR W BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS M BLDG BUILDING GFI GROUND FAULT INTERRUPTER. RAD RADIUS BILK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. ALL DESIGN, REVISIONS, ENGINEERING, INSTALLATION AND LIABILITY OF SOI.CONDITIONS,GAS MITIGATION BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN � _ (f� AND STRUCTURAL DESIGNS DUE TO INADEOUOTE SOILS OR LANDFILL BM BEAM G.I. GALVANIZED IRON OCCURENCES SHALL BE THE 7 DETAIL SHEETS REFI REFRIGERATOR r RESPONSIBILITY OF THE BUILDER -DEVELOPER'OR IT'S SUBCONTRACTORS INVOLVED WITH THE DESIGN ARD DRYYIALL B.M. BENCH MARK GT GROUT REQ REQUIRED INSTALLATION OF SUCH;AND THE ARCHITECT SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR THEIR BP BI-PASS(DOOR) RES RESILIENT ADA FOUNDATION & WALL SECTIONS OF A. ALL WALLS TO H�Q'EGYPSUht AND ALL CEILING TO Huf►�'OYPSUHI DlRli'CEILING BOARD lNLE85 "- 42N 42'HIGH(WALL) REV REVISION(.REVISED ••r IMPLEMENTATIONS. BRICK BIG BEARING HB HOSE 0188 REINF RI=tNFOIRCED(ING) AD.2 ROOF SECTIONS NOTED OTHERWISE. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. USE WATER RESISTANT GYPSUM BOARD FOR EXPOSED WALLS AND CEILING AT SHOWER AND TUB WADI 13TH OR BOT BOTTOM M.D. MEAT DETECTOR OR HEAVY DUTY RLG RAILING AD.3 MiSC DETAILS C. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZE,LOCATION AND INSTALLATION OF REVISED STEEL REINFORCING AREAS RECEIVING FIBERGLASS ENCLOSURE. RTWN BETWEEN NOR HEADER RAM RANGE W/MICROWAVE PER LOCAL CODES OR SPECIFIC SOIL CONDITIONS,WHICHEVER IS MORE RESTRICTIVE. BVL BEVELED HDW HARDWARE RM Roots AD.4 M1SC DETAILS B.W. BOTH WAYS MGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF WAY B. INTERIOR TRIM AND FINISHES TO BE SELECTED BY CONTRACTOR. C CAB H C.D. ABINHTBASIN H HORIIZONTAL RBS ROD AND SHELF(S) AD.5 M I SC' DETAILS CATMR OUR D. SOIL TEST MUST BE APPROVED BY GEO TECHNICAL ENGINEER PRIOR TO FOOTING POUR. CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) 9. DOORS A WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR m i E. ALL CONCRETE FOOTINGS ARE DESIGNED TO BEAR ON MINIMUM SOIL PRESSURE OF 5000 P.S.F. AND CHAM CHAMFER HVAC HEATING/VENTILATING/AIR COND. SEC SECTIONp O W SHALL BE PLACED ON FIRM, UNDISTURBED SOIL 3'-6'MINMIM BELOW GRADE. CONTRACTOR TO A. ALL PATIO DOORS-OPERABLE LEAF INSIDE, C.I. CA$T IRON. HWD HARDWOOD(FLOORS) S.F. SOUARF FEET ELECTRICAL c My,(L REINFORCE CONCRETE FOOTINGS AND POURED CONCRETE WALLS AS REQUIRED FOR SPECIFIC SOIL CONDITIONS C.I.P.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETY GLASS t g OR LOCAL CODES, WHICHEVER, LS MORE RESTRICTIVE. B. DOOR AND WINDOW INFILTRATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCE AND SHALL MEET CIR CIRCLE I.R. IRONING BOARD S.G.D. SLICING GLASS DOOR �? PERFORMANCE STANDARDS ANSI/AAMA"101-88 FOR METAL WINDOWS DH-C40 FOR VINYL WINDOWS CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) AND THE CW SHALL NOT BE LESS THAN 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIED)OF SHT (DRAWING)SHEET "( CK CALK(ING)CAUI"K(NG) I.M. INSULATED METAL SHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN A F. ALL CONCRETE SHALL ATTAIN A 28 PAY COMPRES6IVE STRENGTH OF 3,000 P.S.I. CL CLOSET OR CENTER LINE INS OR(NSUL INSULATED(TION) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT E1.2 UPPER FLOOR ELECTRICAL PLAN CLR CLEARANCE) S c C. PROVIDE INSSULATING DOUBLE GLAZING AT ALL EXTERIOR GLASS AREAS AND.TEMPERED GLASS IN ALL SLIDING SL SIDELIGHT OR SLEEVE O OW CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT �A. 0. G. PROVIDE mwimuq 4'CONCRETE COVER AT TINDER SLAB UTILITY LOCATIONS. WHEN CONCRETE GLASS DOORS AND IN WINDOWS AS PER LOCAL CODES. CM CENTIMETER(S) J JT JOINT SPC SPACER ENCASEMENT OF UTILITY LINES IS REOUIRFD, INCREASE SLAB THICKNESS AT THE UTILITY LINE. INSTALL CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS UTILITIES LINES WELL BELOW SLAB. C.O. CASED OPENING KD KNOCKDOWN(CEILING) D. CAULK AT ALL SASH,SLIDING GLASS DOGRS, ENTRANCE DOORS AND BOTTOM PLATES(ALL SIDES OF COL COLUMN K KIT KITCHEN SPK (STAIN)SPEAKERS) COMB COMBINATION KO KNOCKOUT S STAINLESS STEEL OPENINGS)/AND HEAD FLASH ALL WINDOWS AND DOORS. STD $TANDAIRD H. PROVIDE ISOLATION JOINT MATERIAL(ASPHALT IMPREGNATED)BETWEEN FOUNDATION WALLS AND ALL$LAOS CONC CONCRETE KPL KICKFLATE(ON DOOR) STG OR$TO STORAGE NCLUOING PATIO. PORCH AND SIDEWALKS. GOND (AC)CONDENSER KIS KNEE SPACE STIR STEEL CONST CONSTRUCTION 10. MECHANICAL I ELECTRICAL CONT CONTINUOUS LAP). LAMINATED) SSO SQUARE , CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDEDI E N NOTE ,1 I. PROVIDE'ZIP STRIP`OR TOOLED CONTROL JOINTS WHERE INDICATED ON THE FWHINATION PLANS. COIR CORRUGATED A. ALL ELECTRICAL AND PLUMO(NG REQUIREMENTS SHALL COMPLY WITH LOCAL BUILDING CODES. ALL OUTDOOR, CPR COPPER L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL LW LAYING BATHROOM AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND FAULT CIRCUIT PROTECTION. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING SERVICE PANELS To BE(MIN.)20 CIRCUIT, 100 AMP, 110 VOLT. CRS COURSES)• L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRY TIB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. LAMINATED VENEER LUMBER(LVL)SMALL PROVIDE THE DESIGN VALUES EQUAL TO OR EXCEEDING THIS C.T. CERAMIC TILE LTL LINTEL T,C.J, TROWELED CONTROL JOINTGTR CENTER DR COUNTER FACE OF STUD, UNLESS OTHERWISE NOTED, FOLLOWING: B. PROVIDE GRAY BOX FOR WASHER AND PROVIDE SOLID METAL DRYER VENT(TAPED-NO SCREWS)TO LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER CY CUBIC YARD TOG TONGUE B GROOVE EXTERIOR. TEL TE=LEPHONE 2800 PSI N BENDING,FB M METER(S) THA( THICK(MESS) 285 PSI IN HORIZONTAL SHEAR,FY C. ALL SEWER AND WATER SLEEVES TO BE DEPTH AND SEPARATION AS PER LOCAL CODE BELOW ADJACENT THRESH" IE'O IE'DEEP MAX MAXIMUM THR 2,000,000 PSI IN MODULUS OF ELASTICITY,E FINISH GRAtOE. D D DRYER,OR GRAIN MAS MASONRY � T.O.C. TOPOP(FOF CONCRETE DBL DOUBLE MATL MATERIAL T.D.F. TOP OF FOUNDATION B. UNLESS OTHERWISE NOTED,ALL DIMENSION FRAMING LUMBER SHALL HAVE AN ALLOWABLE BETIDING DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY STRESS+ 875 P.S.1., (1000 PSI REPETITIVE)DR BETTER. D. PROVIDE MAIN SEWER CLEAN-OUT WITHIN WAY INSIDE OR OUTSIDE OF THE BUILDING LINE UNLESS NOTED DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW DEP DEPRESSED MFR. MAIRJFACTUJRER OTHERWISE. TR OR TRT .TRANSOM(WINDOW) CIO DET DETAIL - MH MANHOLE O.F. DRINKiTc'FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES NT1■ � C. UNLESS OTHERWISE NOTED,PROVIDED: E. 4N ALL BUILDINGS A CONTINUOUS CONDUIT SMALL BE INSTALLED FROM THE WATER METER TO AN EXTERIOR TV TELEVISION OUTLET OR LOCATION REMOTE WATER METER READER AT A LOCATION TO BE APPROVE(BY THE WATER DEPARTMENT. THE DH DOUBLE HUNG MIR MIRROR TYP TYPICAL I. ALL TRUSSES SHALL BE SECURELY BRACED BOTH DARING ERECTION AND AFTER PERMANENT INSTALLATION IN CONDUIT SHALL BE CAPABLE OF ACCEPTING A LOW VOLTAGE MINIMUM 2 CONDUCTOR CABLE SUPPLIED DIAN DIAMETER MISC MISCELLANEOUS A BUILDING IN ACCORDANCE WD.L. DEAN LOAD MM MILLIMETER WITH COMMENTARY AND RECOMMENDATIONS AS PUBLISHED BY THE TOM AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE CABLE SHALL BE COPPER AND A MINIMUM*18. DIM DIMENSION MLD MOULDING U OF UNDERCUT(DOOR) PLATE INSTITUTE. THE WATERS DOPARTMENT SHALL MAKE THE COHNFCTIONS, UNUNFINISHED ON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE D.P. DAMP-PROOFING M.D. MASONRY OPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY DR DOOR MOD MODULAR rr VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. CU 2- Y'HIGH DENSITY T&G,PLYWOOD SU RFLOOR GLUED AND NAILED. PANEL SPAN RATING SHALL BE APA DRY DRYER MACHINE MRS MARBLE Y V.B. VAPOR BARRIER 24/32, EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS'SPACING AND EDGE DS DRAWER STACK(CABINET)WT MTL METAL V836 36'WIDE VANITY BASE RECOMMENDATIONS, F. WATER SERVICE SHALL BE P MINIMUM DRAw UM FROM EACH EXTERIOR SHUT OFF VALVE. MT MOUNTEO(ING) VERT VERTICAL O.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL OTL DETAIL V.S. VEGTABLE SINK CU OW DISH WASHER N/ANOT APPLICABLE V.T. VINYL TILE U3 Y4 3. 'UNDERLAYMENT(MWIMM)UNDER VINYL OR TILE ON WOOD FRAME FLOOR SYSTEMS. G. ALL SHOWER HEAD HEIGHTS TO BE 80'AFF AT FIBERGLASS SHOWERS AND 84'APF AT CERAMIC OWG DRAWING N.I.C. NOT IN CONTRACT LL SHOWERS. DWR DRAWER NL MAILABLE W3630 36W X 30TH WALL CAB NOM NOMINAL W WIDE OR WASHING MACHINE 4• MLNP/' HIGH DENSITY O.S.B. WOOD ROOF SHEATHING wITM'H'CLIPS.APA PANEL SPAN RATING SHALL• EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET BE 0o,EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS' SPACING AND EDGE EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD RECOMMENDATIONS. E.F. EACH FACE IMPORTANT NOTE: CIA OVERALL WF WIDE FLANGE(STEEL BEAM) O E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL SI MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG ELEC ELECTRIC(AL) O,CAB. OVERHEAD CABINET W1 WROUGHT IRON D. ROOF TRUSS SYSTEMS SNAIL BE FABRICATED WITH WORD a1DRDs AND WOOD WEBS N ACCORDANCE WITH ENGINpIEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET DESIGNS PREPARED LINDEN THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. REFERENCES & CALLOUTS ON THE ARCHITECTURAL l57 ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER ON OVERHEAD w/w/D WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING oPNG OPENING WP wATHRPR00ISTAN E. ROOF TRUSSES MANUFACTURER SHALL SUBMIT Z,SETS OF SEALED SHOP DRAWINGS TO BUILDER FOR EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT CLARIIFY CONFLICTING INFORMATION. OSB ORIENTED STRANOBOARD W.S. WATER SOFTENER ATTIC VENT CALCULATIONI EXT EXTERIOR APPROVAL OF ROOF TRUSSES AND BEAMS � W T W. wYVpLLCTO WALL �. WWM WELDED WIRE MESH F. MINfly'EXTERIOR GRADE PLYWOOD OR OSB WOOD SHEATHING BEHIND ALL MASONRY VENEER.DRYVIT PANELS AND CEDAR SIDING. SEE ELEVATIONS FOR LOCATIONS. G. PRESSURE TREATED LUMBER TO BE USED WHERE WOOD is N CONTACT WITH CONCRETE AND FOR 2X4 MUD SYMBOLS FORMULA: SILL. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. EXTERIOR DECK CONSTRUCTION SMALL BE WITH PRESSURE TREATED LUMBER WITH DIMENSIONS AS *144 SQ. IN. = 1 SQ. FT. EARTH{ PLYWOOD INDICATED ON THE PLANS, BLDG. CEILING(SF)X 144= BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 =SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12=50%D AT RIDGE A 50%AT EAVES WOOD STUD PARTITION BATT INSULATION o DETAIL NUMBER OR SECTION KEY r 4 SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION a UNLESS OTHERWISE NOTED ® BRICK cu WATER CLOSET ANGLE AREA TABULATION 1z. • � CONCRETE BLOCK � a CENTERLINE -- _ lu .d. .'.� CONCRETE TUB/SfiOWER 0 u "g OSE BIBS FREEZE PROOF) MAI N FLOOR PLAN 1541 SQ- FT. `' �+-- " t sTONE SECOND FLOOR 814 SQ. FT. ED — GAS LINE STUB , y ,� LAVATORY TOTAL A/C AREA 2355 SQ. FT. _` ;:_ IOD ' STEEL z„ E d PENNY FRONT PORCH 142 SQ. FT. f :: °U.0. ® DIMENSIONAL LUMBER ❑ DOUBLE SINK GRILL PORCH 104 BALCONY 130 SQ. FT. PERPENDICULAR JOB Na. 04-BI.0044 BLOCKING GARAGE 494 SQ. FT. R PLATE �❑ SURFER SINGLE SINK TOTAL AREA 3225 SQ. FT. 0 ROUND OR DIAMETER ® FINISH GRADE WOOD KEY SHEET TITLE SHEET GENERAL NOTES A l . I ELECTRICAL KEY _ INOTE_ELECSYMI $ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET ro ro DUPLEX OUTLET ABOVE COUNTER Wp WEATHERPROOF DUPLEX OUTLET E c ga t `GFI GROUND-FAULT CIRCUIT-INTERRUPTER S''� 8 DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET 8 8 a SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH N m N N N �•- 3 THREE-WAY SWITCH Y' o 0 I 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE K • WALL MOUNTED INCANDESCENT LIGHT FIXTURE CI'� Irk RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTA13LE EYEBALL N ■ w INCANDESCENT LIGH'r FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN HB EXIT LIGHT tz _ EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE -- -" I 1 �^ , t I p f FLUORESCENT LIGHT FIXTURE WP PH u TO EXT. L _____�__� �- ��---i-------a 5D I I WITH PULL CHAIN •_ - -• I L------- TRACK LIGHT `p LIGHT ------------— - J ! I I Q EXHAUST FAN (VENT TO EXTERIOR) o UNDER I EXHAUST FAN/LIGHT COMBINATION 4 rn I i STAIRS j I I (VENT TO EXTERIOR) S g O I L�I I � I I •�] EXHAUST FAN WITH HEAT LAMP �° " � (VENT TO EXTERIOR) / CARPET TILE c CHIMES _f0 m N � m J_jPUSH-BUTTON SWITCH rn i \• \ \ CARPET TILE \ / f I I ® SMOKE DETECTOR \ •\ ,�- \ / / I I HEAT DETECTOR CO2 DETECTOR © THERMOSTAT ru / �� I ( I I a5 SPEAKER n TV r .�' r FLOOR OUTLET WP I I b PHONE 0-CATS) 100, � I I / ) 9 MDC(2-CAT5,2-RG6) %.--/ 0) ELECTRIC METER I ` .r +• ''�•_ -• �' \ \ \ \ '�•` i /. TILE CARNET _CZdL_ ELECTRIC PANEL OUTLET 42" \ CEILING OV I DE ADEQUATE RE — — — — — — PRE SUPPORT) Z GFI . t I TT--� I 1 ON CEILING FAN/LIGHT PRE WIRE �IIJ IW/S_P_-j I I D/SP I (PROVIDE ADEQUATE SUPPORT) m ELECTRICAL NOTES: I I � 1 rnl � \• � [NOTE_ELECTRIGI 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMQKE _ 1 3 "1 QETECTCQH AS REQUIRED BY NATIONAL FIRE / bk a1 PROTETION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES GFI PH ` I I PROVIDE AND INSTALL GROUND FAULT 2. 1 IT-INTER PTER (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEG)AND MEETING THE \ \.` I I REQUIREMENTS OF ALL GOVERNING CODES. w ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3 DIRECT HOOK-UPSICUTOFFS, HVAC CONTRACTOR TO VERIFY THERMOSTAT \ / GFI \ 4, LOCATIONS. ` r�-'� PIT ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E.IX a1 I 1 , I I gFURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARYcn U- SUMP PITS,DRAIN TILE SUMP AND WATER HEATERff� S) I�X� C7 St I I ` I I ARE SUBJECT TO RELOCATION DUE TO FIELD • L-- J %H I I CONDITIONS. ! (1 • ST 5 I I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: a � / DC7 I I SWITCHES OVER COUNTER . . . . . . . 48"TO CL W/H WALL OUTLETS OVER COUNTER . . . . 48"TO CL WP REMAINING SWITCHES . . . . . . . . . . 48"TO CL ` GFI GFI 20V GFI - - - - - - - - - - � � � WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL `.�•..r BATH VANITY BRACKET OUTLET HB �p I (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL OPT. LIGHT I WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . . 16"TO CL TELEVISION OUTLETS. . . . . . . .. . . . . . . . . 16"TO CL I I EXTERIOR GFI OUTLETS . . GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL w FRONT DOOR COACH LIGHT. . . . . . . 84"TO GL a` , GARAGE DOOR COACH LIGHT, r 1 (ABOVE GARAGE FLOOR). . . . . . 84"TO CL a DINING AND BREAKFAST FIXTURE. . . . 64"TO BTM "1 OF FIXTURE ; FOYER AND STAIRWAY FIXTURE . . , . 96"TO BTM i1 OF FIXTURE ) THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL � a DOORBELL CHIMES . . . . . . . . . . . . 84"TO CL MAIN FLOOR ELECTRICAL DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE " , SCALE: 1/4,�=1 --0p OUTLET . . . . . . . . . . . . . . . . . 76"TO CL ! _ KITCHEN DISHWASHER RECEPTACLE, . UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL , �, KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL �y m° .E 6 ,. WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL �a a w a i JOB NO,04-81 0040 41 CL=CENTER LINE 1 -FIELD VERIFY Siesta Cave 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El ` L ELECTRICAL KEY INPTE_ELECSYM] f$ SINGLE POLE OUTLET 2 DUPLEX CONVENIENCE OUTLET -; l �$ DUPLEX OUTLET ABOVE COUNTER g �8 �y,p WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULT CIRCUIT-INTERRUPTER $kt 8 DUPLEX OUTLET ' HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR I�220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �'►- WALL SWITCH 3 THREE-WAY SWITCH o o a ' �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w REINFORCED JUNCTION BOX _ a - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE CIS RECESSED INCANDE6iCENT LIGHT FIXTUREF w RECESSED ADJUSTABLE EYEBALL /� # INCANDESCENT LIGHT FIXTURE rr -{ - INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN } g EXIT LIGHT o �* = EMERGENCY LIGHT NCE LIGHTS IN TOWER ABOVE FLUORESCENT LIGHT FIXTURE "�`' FLUORESCENT LIGHT FIXTURE I WITH PULL CHAIN N TRACK LIGHT Cp v ;z N 0 EXHAUST FAN(VENT CO EXTERIOR) c �� O EXHAUST FAN/LIGHT COMBINATION � rn / (VENT TO EXTERIOR) 0 " a) O _z EXHAUST FAN WITH HEAT LAMP arn" ^ (VENT TO EXTERIOR) ® CHIMES 3 N 1 �OPB PUSH-BUTTON SWITCH > ® SMOKE DETECTOR $ c `0 Q MEAT DETECTOR Q CO2 DETECTOR (3m) QT THERMOSTAT ® PH I TV QS SPEAKER �. % l �'.� I �'•1 ~.� IQ PHONE(1-CAT3) '• I •� \ /• I •� '� 11 DDC(1-CAT5,1-RG6) 'loll, \ ` ® MDC(2-CAT5,2-RG6) CI F1 \ ELECTRIC METER CARPET TILE 1. . .` _®_ ELECTRIC PANEL 1 \ CEILING FAN PRE WIRE (PROVIDE ADEQUATE SUPPORT) • CEILING FAN/LIGHT PRE WIRE TILE CARPECC (PROVIDE ADEQUATE SUPPORT) r• •\ IV ' PH � •_.�. Sz _ELECTRICAL NOTES: (NOTE—ELECTRIC] loll 1• PROVIDE AND INSTALL LOCALLY CERTIFIED M KE DETEQTr PROTECTION AS REQUIRED BNATIONAL ASSOCIATION ON(NFPA AND MEETING THE / I REQUIREMENTS OF ALL GOVERNING CODES I I PROVIDE AND INSTALL GROUND FAULT YYY �/ 5k 2. E PTER (GFI)AS REQUIRED BY l I NATIONAL ELECTRIC CODE NEC AND MEETING THE I I I REQUIREMENTS OF ALL GOVERNING CODES. I I I ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. — -- — — - — -- -- — HVAC CONTRACTOR TO VERIFY THERMOSTAT BTM 0 86" 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E. 5• FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . .• 48"TO CL WALL OUTLETS OVER COUNTER . . . . 48"TO CL REMAINING SWITCHES . . . . . . • , , , 48"TO CL WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . • 16"TO CL SECOND FLOOR ELECTRICAL TELEVISION OUTLETS. . . . . . . . . . . 16"TO CL EXTERIOR GFI OUTLETS . . . . . . . . 16"TO CL K GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL SCALE' 1/4"=l'-O" FRONT DOOR COACH LIGHT. . . . 84"TO CL t GARAGE DOOR COACH LIGHT, ,•m (ABOVE GARAGE FLOOR). . . , • , 84"TO CL '.n DINING AND BREAKFAST FIXTURE . . . 64"TO BTM E" K( OF FIXTURE x FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL DOORBELL CHIMES . . . . . . . 84"TO CL l o ,J DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE r 43- KITCHEN WALL HUNG MICROWAVE OUTLET . 76"TO CL KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL KITCHEN REFRIGERATQR . . . . . . . . 48"TO CL :'T. ' E WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL `"w a w a r CL=CENTER LINE JOB N0.04-131-0040 1 =FIELD VERIFY Siesta Cove 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL L A 5 a 0 0 ca 5 4. w z e74'.-O" Ln N . 21 s a'-o" 45'-0 1 1 p 14'-1 3/4" 5'-S 1/4" 3'-5 1/4" 4'-7" IS'-& 3/4" LLJ r � 14'-II" 5'-�0" 3'-2 I/2" 2 3/4" Q �h� Jam_ 00 RECESS SLAB 3-1/2' o —KA FOR SHOWER z HB 014 J I � iI I W_ CD 7 — - - _ - - - - — _ _ — - -1 Ci1r m STEPS TO L w CxD� Loll o BY CODE vn © N w u I I I I I I I I I Ii I I li i I I I I o m �- I M I i - I I I I L SLOPE 1" e © m in 4" THICK FI5ERMESH REINFORCED SLAB N I I I I 1 TO BE POURED ON GRADE, COMPACTED I I I �� 1 I I I _ I I I ►n w PER SPEC'S. DAMP-PROOFED w/ 6 MIL5 1/2 �`� I I I I I A i w CL = CL 4 U I I I THICK VAPOR BARRIER, CHEMICALLY j l I 1 1 10 0'-0" FIN. FLP. ( 1 " I I I TREATED FOR TERMITE CONTROL, I I i ( - 11Z II C� I STRUCTURAL FILL. I I I I III I � I l i 12 1 I I SLOPE I" I I I `n I I I 36" x 3fn" x 12"I I Z CONCRETE SLAB I I 1 I I I ( 1 1 REINFORCE w/ I I STEPS TO GRADE I 1 I I (4) S ROD EA. WAY REGI'D BY CODE I I r-L_ J i I I I d I I I I- - - - - - - -�.- _... .... - - - -1 I - - - - - - 4 -- -� I I I L _ — _. M. ._I � co cn 1 __.. � .� - ,_ - f J - -rt—� FLOOR OUTLET VERIFY LOCATION w/ SUPERINTENDENT I I I I 1 � � 7-1 3/4"" 9'-2 1/2" 4'--I" 3'-10" 15'-8 3/4" a'-O" I I"•-•-- I 10 _ W u� m I I 2'-3" 2'-8 1/2" 1 ;n I ,— 4" THICK FIBER-iESP ONGRAREINFORCED STED TO 8E POURED > PER SPEC'S. DAMP-PROOFED w/ 6 MIL I 0) [] -= F^=�= I t�IIGK VAPOR BARRIER, CHEMICALLY I -' IF ii I TREATED FOR TERMITE CONTROL, - - — J W/ " TREADSA41 1 11 W/SP I I D/SP I _ STRUCTURAL FILL. ---JL_-- I ,--� a Z .9 I I I r - 411 I - - - - - ..�. _ _ — I I � � I W o CONCRETE SLAB I'-ro" I'-!�" - REINFORCED w/ r - ---I I i (4) 05 RODS EA. WAY � I �'` I— , I � I STEPS TO �` a I_N , SLOPE 2" 11 ^I� I A/C I J I 4-I1 1 - I I GRADE REQV" 1/8 PER I -0 4- - -�- 1 I 11 D�I I I ( I BY CODE O I I i L fi--n Qr_ m rte-�-�1 I SLOPE I" I coo I :t 1 CO z 1 � I I I I cel IL_ I� 1 -5 1/2" ( I ►� c+l The GAS STUB011.1 Ob -1'-2 I W/ " 04 1711,4 �n IAr7_ 7 1111111111777ZZ.o4lZ71z,llv"Z7-7 ZZ_2172,,Z_Z42=f 111Z,&4Z=x1ZZ1ZZZ11ZZ1 - - - - - - - -. .... - - - - - HB Nor THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY 42" x 42" x 4" 1 �\ �/ I �ti SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED CONCRETE SLAB — — OPTIONAL ^J AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM DP BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING n 3--61t 011 31-("11 42" x 42" x 4" CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN _ 01 CONCRETE SLA» ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING 0 FOR A/C COMP. 11'-22" 22--01' 4._4.. V-1 i/2" S'_10 DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE -- TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. w U Q U-� 00 a CONGRETE FOUN:DATION PLAN- FOUNDATION LEGEND � SCALE: ��u-�1_�u (SEE SHEET No. S--4 FOR STRUCTURAL DETAIL) ,w o � o ______ _ _ U w � — —— — 8"x8"x16" CMU STEM WALL w/ 111 f Q FOUNDATION NOT__ES: (1)#4 ROD VERTICAL ON 48" O.C. Vw 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL -� ———--———————- & HOOKED INTO 20"(W) x 10"(H) �' r OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. LL o TYPICAL FOUNDATION DETAI � U Q w -------- ---- - 20"(W) x 12"(H) THICKEN a_ � CONCRETE SLAB w/ (2)#5 RODS CONT. 0 INTERIOR THICKEN SLAB DETAI m a 0 o -------------- 20"(W) x 12"(H) THIC STEP DOWN C,ONCR ; °. -------r- ------ w/ (2)#5 ROD s: .0.. JOB NUMBER INTERIOR STEP DOWN DEEN N ;• '- . SHEET NUMBER S-1 c�F SW--4 '; •;d'.d r 0 '�fffl/flllll�••�•' a 0 TABLE FOR SHEAR WALLS FRAMING 0 (GROUND FLOOR) !1)x'tic 10" [Z)2"x 1Pi" �4) � !2)2 N 12" Z w Z (2)2"x 12" '4 !x)2"x 1®" - - - - _ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE -- - -- - -- _ NOTED IN THE TABLE: I D I 4" x 4" SYP 02 A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. POST (TYP • LANAI B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK I�� I P RONT PORCH) BOARD RESPECTIVELY. �'' I C) SOLE PLATE---COMCRETE SLAB ANCHORS SHALL BE 1/2"0 x 10" LONG "J-BOLTS" (A36 STEEL) FOR n III I N **J `" OPT. GAS FIREPLAG£ 1 } EXTERIOR WALLS OR 1/2"0 x 8" EXPANSION BOLTS FOR INTERIOR BEARING WALLS. 04 x � II 4 II 1 _r DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR FLEX BE_DRI„I. 3 4 5,4TN 3 N Lr4Nr4I I x SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING 2 I I 9'-0" GLG. `i'-9" GLG. FRONT * In I - " 1 — a 7/16 OSB SINGLE 6" / 12" 60" O.C. n I I1�� RE,4T Room II I (BLOCKED) W o I �'-0" GLG. � � � C - _j .a- �• 9'-0" GLG. Cy- C14 1 i n I I 4 I B (BLIOGKOED) SINGLE 4" / 12" 60" O.C. < w C:) 271I O 5 a ** 4 (Z) x"x 12" I 2-�� V) o 04 Y- � I 4 (2)7"x >x" ( )2"x 12" 44 Q (BLOCKED)058 SINGLE 3" / 12" 36" O.C. * pp m ti b" x 6" 8YP 'y Q (BLOCKED) O x I I S'-0" cL�. PBT r� ` m Cl m v �+ I I n (BLOCKED)13 ^ lig I � � x � B/1O6" OSB SINGLE 2" / 12" '� 24" O.C. � �k � � ❑ P � 4 t(; :, ( ) o n ❑ Q a c�i� — [a) �"x IZ" (2) Z"x I " 3 �04 NAIL PANEL EDGES ONTO DOUBLE STUDS. 2 24 — — — — — — W/sP D/SP D NINCA Roa ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING.�.+� �y ::�4) -� SLG. = ADDITIONAL NOTES: �� Orr x 4" S 1 r `2 J �' I �$ '1 O �I 4\L POST (TYP' • LANAI .-i �f' I 4 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE co Co 4 P=t�DI�IT P CH) I 4 C BOLTED PER DETAIL "B" OF SHEET No. S-4. m u� I 0 ® [' (4) 1-3/4" x 16"1 LVL w/ (2) V4" ,436 STEL PLITCH PLATE ALITI IlL 2) FOR LOCATIONS CLOUDED AS Z INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED W I ` TOM PLATE �� 8'-m" CLC. I r a (2)211)( 12" (2) 2"x 12 " ?� AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. �� c4 4 ie '�' 1 0� 3) FOR LOCATIONS CLOUDEID AS 3 SHALL BE STRAPPED PER DETAIL "C" ON SHEET No. S-4, G� C17 W — —— — — — -- D/W I 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL "M" ON SHEET No. S-4. > I > _,_ - - _ � � 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER - _ _ �--+ DETAIL E OF SHEET No. S-4. 9'-0" GLG. Q �� a 1 I j ❑ w <ITCH-I N El 1 r 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ~� I 9-m GL N 1 x SCHEDULE A ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES z 5 GOND FLOOR A VE El- ❑ 4 L,4Nr41 2 I ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. xi < V-011 CLC:r. �_tv cr _ I a R,4 £ W/ I 4 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED W C:) � MIC AND CERTIFIED BY OTHERS. C..� w Q• �.� � I Noop @ I 4" xPOSOrr 81'P LANAI (� - - - - - - - -- - �.J O Q4 (2)211x12" O 4 �)�"x >�" 4 Q (2)211x 12" Z SCHEDULE »A" 0 CO ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE W w OF BEARING WALLS (PRE--ENGINEERED FRAMING) P GONp£NS£R UTILIZING ALL THREAD STEEL RODS O z &EGONZ) F F-FRAMING FLAN TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS w � DESIGNATION (Ibs) PLATE OR TO STUD ' a c) ALL TRUSS ENDS 1 STEEL 8005 SPACED AS T__11GROUND FLOOR 5�4EAR WALL / LA"T"""0UT_ EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS SHOWN ON SHEET No. S-3 Q0 OUTLINED BELOW SCALrE: 1/4"=V-011 USE (3) ROWS �,, T02, T07, T12, T14 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS Lu OF 12d COMMON USE (2) ROWS T15, T22G, T24G, T27 SHOWN ON SHEET No. S-3 NAILS 0 12" O.C. OF 1 O COMMON d STAGGER NAILSNAILS ® 12" O.C. (3) LSTA36, "SIMPSON", ON BOTH SIDES. T01, T21 1201 - 4750 STRAPS NOT APPLICABLE Q LD N N TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4 A36 STEEL BEARING STUD REQUIREMENTS FOR BEAMS f GIRDERS. 1-40 FLITCH PLATES W 0 "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. cn " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED o USE (2) Rows USE (3) ROWS 1/2"� A307 MACHINE WITH (1 )K+(Z)J's AT END SUPPORTS OR (Z)K's AT w w gm OF 12d COMMON .INTERMEDIATE SUPPORTSLVL BEAM REQUIREMENTS ARE 0 OF 12d COMMON NAILS ® 12" O.C. BOLTS w/ NUT AND 0 � NAILS 0 12" n.C. STAGGER NAILS 2"0 12",C,WASHERS SHOWN ON PLAN ABOVE AND DENOTED BY. #—K's ❑ a w ON BOTH SIDES. O � � o LLJ (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL < � O (2) 1/4" A36 STEEL FLEfCH PLATE COW w a o 0 MUL,T I PL E MEM5E R GONNE CT I oN DETAIL5 z :7 NOT TO SC4L=: a L) BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. ., 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER - 11\k �w: S-2 OF S-4 L USE 2" x (6 11 SF F 102 CONTS. STUDS cl FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: O 1611 O.C. FROM SECOND FLOOR FELT OVER 7/16" qS6 BOARD OR REFER TO ROOF PLAN AND EAVE L fro'-I 1/2" PLT 1,4NI7INC* TO THE TOPPL..4TE (:r- Ib'-1 1/2" PLT 1532" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES w i�04F TOMER LEVEL. AIR BAFFLE BTW EA TRUSS !2) "X 8" (2)2"x $" `-' !2) 2"X 8" O TO MAINTAIN 1/2" MIN AIR 12 y _ SPACE FOR VENT VARIES - - � — — — STRAP FOR TRUSS ANCHORAGE (SEE 16 SCHEDULE "A" ON SHEET No. S-2) 0.H. a \ �p I I X O I I DRIP EDGE �._ II 1104f T1 I I m I - `,' SEE DETAIL "D" 4 "1[" ON ET No. 8-4 WRAPPED II 5/$" GYP. BD. CLC. 04 LAND I VCS N I ALUM. FASCIA io VAULTED ca N FOR FLOOR TO FLOOR STRAPPING OVER 2x8 X 11 / \ II { 44 ... C T�-{E8E ►LL$. c� I I I I PERFORATED cry / \ n 16'-I 1/2" PLT I VINYL/ ALUM. 1/2" GYPSUM BOARD ICb'-I 1/2" PLT I SOFFIT o STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE SPF) ca J - PROVIDE MID-WALL BLACKING FLAT LSI O 16'_1 1/2" PLT t 1-i) 16'-1 1/2" PLT - ©Al m WISE 0 JOINTS IN SHEATHING i m CN c r W L6O) PLT. PLT, 7/8- MIN. LIGHT z / P.T. 2x PLATE I � — — J TEXT. STUCCO -I VENEER OVER Lv C 9'-m" GLCs. C I MTL LATHE AND cd r O O VAPOR BARRIER 3/4" PLYWOOD PRE-ENGINEERED EER D FLOORED VAULTED > m U r FROM 9 VAULTED BEE DETAIL "D" s "IC" ON SI-IFFY No, 8-4 I I TRUSSES OR T.J.I. JOISTS 24" OC FOR FLOOR TO FLOOR STRAPPING OOM 2 FROM g' (SEE FLOOR TRUSS ENGINEERING) Q OF THERE BHEARWALLS I „ BE D MASTER 5u I T� " � I ___. __ ___._--� � � u LLJ Of Q o Co L___ — __ __- ____ ^ — __ �_ _ ,�T N 2 — — ___ ____ — _ — i N FLOOR TO C14 -. `, n 2N0 FLOOR IM JOIST BY TRUSS MANUF. {> TOWER &HEAR � PLAN- � g'_�p1j GLS LIDg'-0" CLQ• Q STRUCTURAL PER (SEE FLOOR TRUSS ENGINEERING) 12" X 12" FLAT 12" X 12" FLAT ,SCALE: 1/411=1'—O" II FOR GLC, FAN FOR CLG. FAN II N 1/2" CEILING BD OR 5i8" GYP. BD C\2TMP �, CQ VAULTED \0 VAULTED 1/2"0 THREADED STEEL RODS _ _, co co FROM 9' X FROM S, I SPACED PER SHEET # S-3. `,./ ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL — — TABLE ON SHEET # S-2. o w �+ 9'-1-I/8" PLT. L j C0 g'-1-1/S" PLT. I I o :C-0 MC\2 a I a ARB E 0 7/8 T"' MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT 0- i e. r� Ia-1 1 m EAT r4 I I TEXT. STUCCO WISE JOINTS IN SHEATHING I x 9'-0 CLC. .A 9'-m" CLC. x VENEER OVER x g o z ;4 9'-0" GLC X 04 I I MTL LATHE AND 2x STUDS ® 16" OC (MIN #2 �� u- P% ^ VAPOR BARRIER SPF) a ►� �...� O n P.T. PLATE w/ ANCHOR BOLTS PER o 1�1 �o z BY Sa CL. I STRUCTURAL � � a aLu4" CONCRETE SLAB WITH 6%6%10/10 W.W.F. TYP. (3000 PSI. � w (1) # 4 CONT. � Z-a ($)2"X 1m" � FIBER MESH OPTIONAL).9'-I-1/8" PLT. v _ r-•�, p SEE DETAIL "D" t "K" ON SHEET No. B-4 �^J I SLOPE GRADE AWAY ALL SIDES ��\\f��fr FOR FLOOR TO FLOOR STRAPPING ��-��---ii OF THESE SHEARWALLS. I•--�•� a VAPOR BARRIER 1 ►� — — ___ I �j/\\/ • ° \\\\� #4 RODS VERT. ON 48" Q.C. & AT CORNERS. 4 ( ) �•I — — _ . ERT RODS SHALL BE HOOKED 6" INTO �'� a FOOTINGS ® BOTTOM AND 12" INTO SLAB CO 20"(W)x 10"(H) CONCRETE \/\\/\\�\\�\\�\� 0 TOP. FOR HORIZ. REINFORCEMENT, USE �+ FOOTING REINFORCED %/\//\//�//�//\% 9 ga. HORIZ. JOINT REINFORCEMENT �""� O w W/(2)-#6 RODS CONT. \��\��\��\��\��\! ON 16" Q.G. (MAX.) W Z Z a E C ON F-D FLOOR SHEAR WALLS PLAN. � . � o 11 1_�II T�fi�'. 2 - BTO -'� WALL 5ECTIOil �..� z c sCALE: 1/�• � - - w � 1/2"� THREADED STEEL RODS CONTINUOUS FROM TOP PLATES SCALE: 1/2 n m 11_fin TO CONCRETE. SPACE ON 60"O.C. O OR AS SHOWN ON PLAN. SEE SEE DETAIL "L" OF SHEET No. S-4 DETAIL "J" OF SHEET No. S-4 FOR TOP CORNER BOLT INSTALLATION. IMPORTANT NOTE: FOR TYPICAL BOLT RUN. REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 BOARD NG. 15/32" PWD VARRES II STRAP FOR TRUSS ANCHORAGE (SEE Q J TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA 0 H SCHEDULE "A" ON SHEET No. S-2) I ! I 1 TRUSS TO MAINTAIN II THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING 1/2" MIN AIR SPACE " LANAI iii CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: FOR VENT _ FRONT FLEX BEDEt. 3 0 �•_m•� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. GALV. METAL 1/2" CEILING BD OR 5/8" GYP. - PC?RCN 14 CzREAT R i i B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER DRIP EDGE BD TYP NAILS FOR 1/2 AND 5/6 THICK BOARDS RESPECTIVELY, OR WRAPPED ALUM. -- -- — W p 1-4 0 N I I 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. FASCIA OVER 2x8 ca • �7 I I PERFORATED I} Ln DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS VINYL/ ALUM. CD II SHEATHING DOUBLE SHEATHING NAIL SPACING SOFFIT STUCCO FRIEZE DININCx RQQM �► 16" OSB 1/2"� THREADED STEEL RODS 7 �j O / SINGLE 6" / 12" SPACED PER SHEET # S-3. PROVIDE MID-WALL BLOCKING FLAT s 0. I UTI ITY (BLOCKED) WISE 0 JOINTS IN SHEATHING w ADDITIONAL EXP. BOLTS MAY v ocD > BE NEEDED PER SHEAR WALL 2x STUDS 0 16" OC (MIN rr ------ 7/16" OSB TABLE ON SHEET # S-2. # S u I i (BLOCKED) SINGLE 4" / 12" " 0�ji Ad E-1 : 7/8" MIN. LIGHT P.T, PLATE w/ ANCHOR o coU� c- a 2-CAR GARAGE I I TEXT. STUCCO BOLTS PER II 44 _KITCHEN EI I 7/16" OSBVENEER OVER -- STRUCTURAL �--•I u� MTL LATHE AND I I (BLOCKED) SINGLE 3 / 12" VAPOR BARRIER 4" CONCRETE WW.FB. TYP . � Ofp (3000 PSI. FIBER MESH (1) # 4 CONT. cl- LANAI 2 w__j QOL), II ADDITIONAL NOTES: .� ..�� CD Q �$ _---- I I AWA SLOPEALLSISIDES - - ---D 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED 6 MIL VAPOR BARRIER Q. AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET No. S-4. L____J � #4 RODS VERT. ON 48" O.C. & AT CORNERS. m a 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, ,� /` . .• \ VERT. RODS SHALL BE HOOKED 6" INTO O "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP �\ /\ FOOTINGS R BOTTOM AND 12' INTO SLAB O 20 (W)x 10"(H) CONCRETE ® TOP.. FOR. HORIZ REI Q CEMENT, USE PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTING REIN ORCED 9 ga. HORizr J ;Jlt(J E,NT SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST W/(2)-#5 RODS CONT. ON 16'" V. ,r ' , ,'', THfREADEID � � � � FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL r. . � .•''��;, •';•., JOB NUMBER "K" ON SHEET No. S-4. - ' II W 1 11 T%1"f=, 1 &TORY WALL, � " SCALE: - SCALE: 1/211=1'—O" R SHEET NUMBER '11111111��N, I 1/2"0 THREADED STEEL RODS I 1/2"o THREADED STEEL RODS b DESIGN CRITERIA SPACED PER SHEET # 5-3. 1 LIVE LOADS: ADDITIONAL EEDED PER SH STUD WALL ADDITIONAL EXP. BOLTS MAY AR WALL I SPACED PER SHEET # S-3 . TABLE ON SHEET S-2. F#4 RODS CONT. BE NEEDED PER SHEAR WALL ROOF...............................20#/sq, ft., FLOOR...........40#/sq. ft. # TABLE ON SHEET # S-2. 2) WIND LOADS: 4" CONC. SLAB W/6x6x10/10 W.W.F. EXPANSION JOINT THREE SECOND GUST WIND VELOCITY PER FBC-2.001........................120 MPH I W 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ - _ ( RECESS SLAG 3/4"x 10" WIDE N STUD WALL I AT GARAGE DOOR � CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ 0 III_ 6 MIL. V.B. OVER CLEAN, I 6x6x1O/10 W.W.F. I 6x6x10/10 W.W.F. 3) COMPONENTS & CLADDING DESIGN PRESSURES *`* GATOR NUT WELL COMPACTED TREATED FILL ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf WALLS: ZONE "5" IS WITHIN 8 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. I +' STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO (- FOOTINGS 0 BOTTOM AND 12" INTO SLAG I . ZONE EFFECTIV _WIND AREA (sg t) PRES US R� (PSF) �� FF TIV WIN AR PRESSURE (PSF) -I I-' O TOP. FOR HORIZ. REINFORCEMENT, USE ` T� �. (2)-#'5 CONT. HOOKED (2)--#5 CONT. HOOKED 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE -11J-�J1 JJ1 L, 9 ga. HORIZ. JOINT REINFORCEMENT A• do TIED AT CORNERS I & TIED AT CORNERS 4 20.0 34.4 -36.6 5 20.0 34.4 --42.4 SCH. "A" ON SHEET # S-2 OF WALLS I Ir` ON 16" O.C. (MAX.) MIN. 18" �+ 12 MIN. 18" 4 50.0 32.1 -35.5 5 50.0 32.1 -38.9 .. 4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 is " ''''' .� ... .• : I `III. Q ** = 48 (MAX.) OR ISI I 201-- TURN DOWN SLAB DETAIL *** PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES CONSULT ENGINEER GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING • I TURN DOWN SLAB DETAIL ® GARAGE ri ROD PER SHEET # S--3. REINFORCED W/(2)-#5 RODS CONT. EXCEPT O GARAGE 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" Ljj"'1 WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER - - - � a J 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL w/ CORNER DETAIL I m TO COMMENCING WORK. 8d COMMON NAILS TO O 6x6x1Q/1D W.W.F. � CV � 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, N.T.S. ""' STUDS PER SHEAR WALL (N.T.S.) PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET $-2. + .. _ ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ro ».,. m • „II J m } -..• REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH. 'SIMPSON", STRAP Z -I - (2)-#5 RODS CONT. TOP PLATES m C 2 O 16" O 6" SPF # . . 'I m 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"xTHREADED STEEL RODS SYSTEM 20" I z it � SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"+D THREADED STEEL O Z U p EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. INSTALLATION INSTRUCTIONS INTERIOR STEP DOWN DETAIL w z Q v 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL COUPLER t) c) U a © U-1 FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POINT AND MARK EITHER THE L5TA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-•-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY - - - - - - - - - - - - - - - - - - - - - - - - - - SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. POST STRAPPING O TOP STRAPPING O IOP LO EPDXY GROUT ARE USED.^ 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N.T.S.) OLT&) 1/2"0 THREADED SOLE PLATE SHALL BE N CONSTRUCTION NOTES: SHEET. STEEL ROD ANCHORED TO SLAB W/ 1/2"m �+ I THREADED ROD BOLTS SPACED CONCR / SPH, *SIMPSON", STRAP 2x4 STUDS co m 3) INSTALL COUPLERS, WASHERS do NUTS WHERE REQUIRED O 16" O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" OR 4"x 4" POST EXP. BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING 1 j RECOMMENDATIONS. 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ONABU, 'SIMPSON", t""4 CONCRETE. PgST ANCHOR SHEET # 5-2. 4) ALL THREADED STEEL RODS SHALL. CONFORM TO THE0w4 0R UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��-rte REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. p' DRILL 6" INTO CONCRETE l.; •:•• ~� C f I^--I MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE T-�- BOTTOM of THE FOOTING. POST STRAPPING O BOTTOM ANCHORAGE TO SLAB O BOTTOM_ = 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL TYP J 003.) 04T.SJ _ I _ (2)-#5 RODS CONT. .. 0 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) �--- 20" - 150 C) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL O PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) cn 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP dt BOTTOM O ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. a�T MISC. FOUNDATION DETAILS G 1.4 o 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE GJ,T Z LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED, Q w 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, O Z FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches " H2.5A, "SIMPSON" F� SLAB ON GRADE.......................... H2.5A, "SIMPSON" H2.5A. SIMPSON CLIP (TYP) OR HEADERS PER SHT. 5-2 H2.5A, "51MPSON" ..........................CENTERED CLIP (TYP) OR CLIP TYP OR ROOF TRUSS ) # ROOF TRUSS ROOF TRU55 (TYP) SEE SCHEDULE "A" (TYP) ry 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP TYP OR ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" W CORNER BARS WITH 2'-p" LAP SHALL BE PROVIDED. ON SHEET # 5-2. ON SHEET # S-2. (TYP) ON SHEET # S-2. Gs 1_4 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT w I REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �+ DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILEDr, OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA,76, *SIMPSON", w STRAPS � h+i " 20g x 24" LONG y r-� 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2-0 THREADED STEEL TWISTED STRAPPING z �1 1/2"� THREADED STEEL RODPER SHEET S-3 FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 # SHEET # S-2 �../ 0 FOR BUILDING" ACI 301. STRAPS. SEEFOR # OF STUDS. r Z O �i MASONARY: v 1 CONCRETE MA50NARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE # 1/2"a THREADED STEEL ry ) SEE SHEET S-2 ROD PER SHEET # 5--3 MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. OF 2000 PSI ( f ' m = 1500 PSI ). LTT19, "SIMPSON", w 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. HOLDDOWN CONCRETE SLAB HTT22, "SIMPSON", HOLDDOWN W 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH �--I 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. WOOD FRAMING , e 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER ", , i' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS AFN, EXTERIOR WALL OPENINGS F DOOR JAMB B DETAIL SAWN LUMBER LAM. VENEER LUMBER STRAPPING O TOP dl: BOTTOM STRAPPING O TOP & BOTTOM EXCEPT AT ANCHORAGE O TOP do BOTTOM Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING O TOP & BOTTOM JAMB STRAPPING O TOP & BOTTOM N.T.S. GARAGE DOOR dl; OTHER LOCATIONS SHOWN Fv = 90 PSI Fv = 285 PSI (N.T.S.) Q Fel = 565 PSI E = 1,900,000 PSI ON SHEET S-2 OF THE DRAWINGS (N.T.S.) (N.75.) n Fc = 1,455 PSI (N.T.S.) O E = 1,600,000 PSI LL W 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. O 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE F-1 OR SOIL SHALL BE PRESSURE-TREATED. TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR 04 O *** `i) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ROOF TRUSS NOT SEE SCHEDULE "A" ON SHL # S-2 w Ur� 0 APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING BLACKING REQ'D. SHOWN FOR CLARITY '3 A BETWEEN OUTRIGGERS A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2x4 BLOCKINGCAB O SHEATHING JOINT 2x4 OUTRIGGER O � pry 4" FROM GABLE END O 48" O.G. �HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO ��. V 1 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. V-HANGER OR EQUAL O 48" O.C. BOTTOM CHORD TO SERVE AS NAILER J-' O 8-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING 2x4 BARGE RAFTER CONT. FOR X-BRACING O 8. O.C. PROVIDE CLIP FOR 400 lbs. FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153--80. OF LATERAL SHEAR - 10'-0" THRU 14'--0" 2X6 16" BOTTOM CHORD OF COMMON •'� � 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP TRUSSES O 24" Q.G. SPH, "SIMPSON STRAPS BOTTOM CHORD OF GABLF, �r-�.•J O 32" O.C. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 2 14'-1" THRU 18' 6" 2x8 16" j 1 I FASCIA END TRUSS .� I w # 1 12d NAILS O 8" O.G 6 _ �� INSTEAD OF SYP #2. I 2x4 X-BRACING 19'-0" THRU 22'-0" 2x8 12" I r - �"] j 2x10 12 O B'-0" O.C. TOP CHORD OF GABLE END (3) 12d NAILS . .' ' " 1 I I TRUSS DROP 3-1/2" DOUBLE TOP PLATTE �'�' t W I 2'--0" ' r (n ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TDP TO 1 MAX. F-4 L'I UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD O 8 ft. OPENING 0!' FROM GABLE I � IF HORIZ. CONTINUOUS BRACE CAPABLE OF I 10- SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT. 2x4 SCAB FROM TOP TO t 2x4 BLOCKING O 48" O.C. BETWEEN LSTA36, "SIMPSON LJ DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I BOTTOM CHORD O X-BRACING GABLE END TRUSS AND FIRST SPACE O 32" O.C. T� CONNECTION FASTENER NUMBER OR SPACING 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4'8 AT COMMON TRUSS (MAX.) V 1 DOES NOT APPLY. I VERTICAL IF HIGHER THAN 48" 1 1 TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 WEB IS NOT PRESENT I TO FORM AN "L" SHAPE)I I CONT. 2x4x82 SYP. LATERAL I BRACE O 48 O.C. Q STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) I a I BOTTOM CHORD OF AT X-BRACING I I GABLE END TRUSS (3) 12d NAILS E••L DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. r� � DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I 1 SHOE PLATE wCD TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON (2)--2x4 TOP PLATE ISOMETRIC VIEW 0 CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE SCHEDULE D CONT. 2x4x8' #2 SYP SHOVING LATERAL BRACE TO Q o LATERAL BRACE O 48" O.C. 2x4 STUDS O 16" O.C. GABLE END TRUSS FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS Z 7/16" OSB ON let. 2x4 BLOCKING O 48" O.C. -PLATFORM FRAMING- SUPPORT BEAM OR - (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) m Q PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN CABLE Ae FIRST TRUSS GIRDER PER SHEET # S-2 ROOF - 7/16" OR GREATER - _ - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP O 48" D.C.. CUP MUST 0 Elf 8" O.C. INTERMEDIATEPROVIDE A MIN. 400 lbs OF SHEAR. C-) UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & LINTEL * (3)-2x8's (3)-200's (3)-2x12'5 PLATFORM FRAMING H tif; .01 12" O.C. INTERMEDIATE DETAIL D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & L JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END ;.•' J Q B NUMBER too 12" O.C. INTERMEDIATE * TWO (2) PLATES WITH A 112" PLYWOOD FILLER MAY BE USED INSTEAD OF aT&) STUD TO STUD STRAPPING THE THREE (3) PLATES MENTIONED ABOVE. NOTE: (N.T.S.) UNBRACED LENGTH OF X-BRACING MAY = ES OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. EXCEEEXCEED C 0 t10A DITIONALG SCATH B REQ'D. f ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. � ' +•� SHEET NUMBER k 1 t. S-4 of S-4 ELECTRICAL KEY _ INOTE_ELECSYMI $ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET ro ro DUPLEX OUTLET ABOVE COUNTER Wp WEATHERPROOF DUPLEX OUTLET E c ga t `GFI GROUND-FAULT CIRCUIT-INTERRUPTER S''� 8 DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET 8 8 a SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH N m N N N �•- 3 THREE-WAY SWITCH Y' o 0 I 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE K • WALL MOUNTED INCANDESCENT LIGHT FIXTURE CI'� Irk RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTA13LE EYEBALL N ■ w INCANDESCENT LIGH'r FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN HB EXIT LIGHT tz _ EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE -- -" I 1 �^ , t I p f FLUORESCENT LIGHT FIXTURE WP PH u TO EXT. L _____�__� �- ��---i-------a 5D I I WITH PULL CHAIN •_ - -• I L------- TRACK LIGHT `p LIGHT ------------— - J ! I I Q EXHAUST FAN (VENT TO EXTERIOR) o UNDER I EXHAUST FAN/LIGHT COMBINATION 4 rn I i STAIRS j I I (VENT TO EXTERIOR) S g O I L�I I � I I •�] EXHAUST FAN WITH HEAT LAMP �° " � (VENT TO EXTERIOR) / CARPET TILE c CHIMES _" m N � m J_jPUSH-BUTTON SWITCH rn i \• \ \ CARPET TILE \ / f I I ® SMOKE DETECTOR \ •\ ,�- \ / / I I HEAT DETECTOR CO2 DETECTOR © THERMOSTAT ru / �� I ( I I a5 SPEAKER n TV r .�' r FLOOR OUTLET WP I I b PHONE 0-CATS) 100, � I I / ) 9 MDC(2-CAT5,2-RG6) %.--/ 0) ELECTRIC METER I ` .r +• ''�•_ -• �' \ \ \ \ '�•` i /. TILE CARNET _CZdL_ ELECTRIC PANEL OUTLET 42" \ CEILING OV I DE ADEQUATE RE — — — — — — PRE SUPPORT) Z GFI . t I TT--� I 1 ON CEILING FAN/LIGHT PRE WIRE �IIJ IW/S_P_-j I I D/SP I (PROVIDE ADEQUATE SUPPORT) m ELECTRICAL NOTES: I I � 1 rnl � \• � [NOTE_ELECTRIGI 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMQKE _ 1 3 "1 QETECTCQH AS REQUIRED BY NATIONAL FIRE / bk a1 PROTETION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES GFI PH ` I I PROVIDE AND INSTALL GROUND FAULT 2. 1 IT-INTER PTER (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEG)AND MEETING THE \ \.` I I REQUIREMENTS OF ALL GOVERNING CODES. w ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3 DIRECT HOOK-UPSICUTOFFS, HVAC CONTRACTOR TO VERIFY THERMOSTAT \ / GFI \ 4, LOCATIONS. ` r�-'� PIT ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E.IX a1 I 1 , I I gFURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARYcn U- SUMP PITS,DRAIN TILE SUMP AND WATER HEATERff� S) I�X� C7 St I I ` I I ARE SUBJECT TO RELOCATION DUE TO FIELD • L-- J %H I I CONDITIONS. ! (1 • ST 5 I I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: a � / DC7 I I SWITCHES OVER COUNTER . . . . . . . 48"TO CL W/H WALL OUTLETS OVER COUNTER . . . . 48"TO CL WP REMAINING SWITCHES . . . . . . . . . . 48"TO CL ` GFI GFI 20V GFI - - - - - - - - - - � � � WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL `.�•..r BATH VANITY BRACKET OUTLET HB �p I (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL OPT. LIGHT I WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . . 16"TO CL TELEVISION OUTLETS. . . . . . . .. . . . . . . . . 16"TO CL I I EXTERIOR GFI OUTLETS . . GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL w FRONT DOOR COACH LIGHT. . . . . . . 84"TO GL a` , GARAGE DOOR COACH LIGHT, r 1 (ABOVE GARAGE FLOOR). . . . . . 84"TO CL a DINING AND BREAKFAST FIXTURE. . . . 64"TO BTM "1 OF FIXTURE ; FOYER AND STAIRWAY FIXTURE . . , . 96"TO BTM i1 OF FIXTURE ) THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL � a DOORBELL CHIMES . . . . . . . . . . . . 84"TO CL MAIN FLOOR ELECTRICAL DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE " , SCALE: 1/4,�=1 --0p OUTLET . . . . . . . . . . . . . . . . . 76"TO CL ! _ KITCHEN DISHWASHER RECEPTACLE, . UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL , �, KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL �y m° .E 6 ,. WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL �a a w a i JOB NO,04-81 0040 41 CL=CENTER LINE 1 -FIELD VERIFY Siesta Cave 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El ` L ELECTRICAL KEY INPTE_ELECSYM] f$ SINGLE POLE OUTLET 2 DUPLEX CONVENIENCE OUTLET -; l �$ DUPLEX OUTLET ABOVE COUNTER g �8 �y,p WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULT CIRCUIT-INTERRUPTER $kt 8 DUPLEX OUTLET ' HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR I�220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �'►- WALL SWITCH 3 THREE-WAY SWITCH o o a ' �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w REINFORCED JUNCTION BOX _ a - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE CIS RECESSED INCANDE6iCENT LIGHT FIXTUREF w RECESSED ADJUSTABLE EYEBALL /� # INCANDESCENT LIGHT FIXTURE rr -{ - INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN } g EXIT LIGHT o �* = EMERGENCY LIGHT NCE LIGHTS IN TOWER ABOVE FLUORESCENT LIGHT FIXTURE "�`' FLUORESCENT LIGHT FIXTURE I WITH PULL CHAIN N TRACK LIGHT Cp v ;z N 0 EXHAUST FAN(VENT CO EXTERIOR) c �� O EXHAUST FAN/LIGHT COMBINATION � rn / (VENT TO EXTERIOR) 0 " a) O _z EXHAUST FAN WITH HEAT LAMP arn" ^ (VENT TO EXTERIOR) ® CHIMES 3 N 1 �OPB PUSH-BUTTON SWITCH > ® SMOKE DETECTOR $ c `0 Q MEAT DETECTOR Q CO2 DETECTOR (3m) QT THERMOSTAT ® PH I TV QS SPEAKER �. % l �'.� I �'•1 ~.� IQ PHONE(1-CAT3) '• I •� \ /• I •� '� 11 DDC(1-CAT5,1-RG6) 'loll, \ ` ® MDC(2-CAT5,2-RG6) CI F1 \ ELECTRIC METER CARPET TILE 1. . .` _®_ ELECTRIC PANEL 1 \ CEILING FAN PRE WIRE (PROVIDE ADEQUATE SUPPORT) • CEILING FAN/LIGHT PRE WIRE TILE CARPECC (PROVIDE ADEQUATE SUPPORT) r• •\ IV ' PH � •_.�. Sz _ELECTRICAL NOTES: (NOTE—ELECTRIC] loll 1• PROVIDE AND INSTALL LOCALLY CERTIFIED M KE DETEQTr PROTECTION AS REQUIRED BNATIONAL ASSOCIATION ON(NFPA AND MEETING THE / I REQUIREMENTS OF ALL GOVERNING CODES I I PROVIDE AND INSTALL GROUND FAULT YYY �/ 5k 2. E PTER (GFI)AS REQUIRED BY l I NATIONAL ELECTRIC CODE NEC AND MEETING THE I I I REQUIREMENTS OF ALL GOVERNING CODES. I I I ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. — -- — — - — -- -- — HVAC CONTRACTOR TO VERIFY THERMOSTAT BTM 0 86" 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E. 5• FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . .• 48"TO CL WALL OUTLETS OVER COUNTER . . . . 48"TO CL REMAINING SWITCHES . . . . . . • , , , 48"TO CL WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . • 16"TO CL SECOND FLOOR ELECTRICAL TELEVISION OUTLETS. . . . . . . . . . . 16"TO CL EXTERIOR GFI OUTLETS . . . . . . . . 16"TO CL K GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL SCALE' 1/4"=l'-O" FRONT DOOR COACH LIGHT. . . . 84"TO CL t GARAGE DOOR COACH LIGHT, ,•m (ABOVE GARAGE FLOOR). . . , • , 84"TO CL '.n DINING AND BREAKFAST FIXTURE . . . 64"TO BTM E" K( OF FIXTURE x FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL DOORBELL CHIMES . . . . . . . 84"TO CL l o ,J DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE r 43- KITCHEN WALL HUNG MICROWAVE OUTLET . 76"TO CL KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL KITCHEN REFRIGERATQR . . . . . . . . 48"TO CL :'T. ' E WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL `"w a w a r CL=CENTER LINE JOB N0.04-131-0040 1 =FIELD VERIFY Siesta Cove 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL L A 5 a 0 0 ca 5 4. w z e74'.-O" Ln N . 21 s a'-o" 45'-0 1 1 p 14'-1 3/4" 5'-S 1/4" 3'-5 1/4" 4'-7" IS'-& 3/4" LLJ r � 14'-II" 5'-�0" 3'-2 I/2" 2 3/4" Q �h� Jam_ 00 RECESS SLAB 3-1/2' o —KA FOR SHOWER z HB 014 J I � iI I W_ CD 7 — - - _ - - - - — _ _ — - -1 Ci1r m STEPS TO L w CxD� Loll o BY CODE vn © N w u I I I I I I I I I Ii I I li i I I I I o m �- I M I i - I I I I L SLOPE 1" e © m in 4" THICK FI5ERMESH REINFORCED SLAB N I I I I 1 TO BE POURED ON GRADE, COMPACTED I I I �� 1 I I I _ I I I ►n w PER SPEC'S. DAMP-PROOFED w/ 6 MIL5 1/2 �`� I I I I I A i w CL = CL 4 U I I I THICK VAPOR BARRIER, CHEMICALLY j l I 1 1 10 0'-0" FIN. FLP. ( 1 " I I I TREATED FOR TERMITE CONTROL, I I i ( - 11Z II C� I STRUCTURAL FILL. I I I I III I � I l i 12 1 I I SLOPE I" I I I `n I I I 36" x 3fn" x 12"I I Z CONCRETE SLAB I I 1 I I I ( 1 1 REINFORCE w/ I I STEPS TO GRADE I 1 I I (4) S ROD EA. WAY REGI'D BY CODE I I r-L_ J i I I I d I I I I- - - - - - - -�.- _... .... - - - -1 I - - - - - - 4 -- -� I I I L _ — _. M. ._I � co cn 1 __.. � .� - ,_ - f J - -rt—� FLOOR OUTLET VERIFY LOCATION w/ SUPERINTENDENT I I I I 1 � � 7-1 3/4"" 9'-2 1/2" 4'--I" 3'-10" 15'-8 3/4" a'-O" I I"•-•-- I 10 _ W u� m I I 2'-3" 2'-8 1/2" 1 ;n I ,— 4" THICK FIBER-iESP ONGRAREINFORCED STED TO 8E POURED > PER SPEC'S. DAMP-PROOFED w/ 6 MIL I 0) [] -= F^=�= I t�IIGK VAPOR BARRIER, CHEMICALLY I -' IF ii I TREATED FOR TERMITE CONTROL, - - — J W/ " TREADSA41 1 11 W/SP I I D/SP I _ STRUCTURAL FILL. ---JL_-- I ,--� a Z .9 I I I r - 411 I - - - - - ..�. _ _ — I I � � I W o CONCRETE SLAB I'-ro" I'-!�" - REINFORCED w/ r - ---I I i (4) 05 RODS EA. WAY � I �'` I— , I � I STEPS TO �` a I_N , SLOPE 2" 11 ^I� I A/C I J I 4-I1 1 - I I GRADE REQV" 1/8 PER I -0 4- - -�- 1 I 11 D�I I I ( I BY CODE O I I i L fi--n Qr_ m rte-�-�1 I SLOPE I" I coo I :t 1 CO z 1 � I I I I cel IL_ I� 1 -5 1/2" ( I ►� c+l The GAS STUB011.1 Ob -1'-2 I W/ " 04 1711,4 �n IAr7_ 7 1111111111777ZZ.o4lZ71z,llv"Z7-7 ZZ_2172,,Z_Z42=f 111Z,&4Z=x1ZZ1ZZZ11ZZ1 - - - - - - - -. .... - - - - - HB Nor THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY 42" x 42" x 4" 1 �\ �/ I �ti SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED CONCRETE SLAB — — OPTIONAL ^J AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM DP BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING n 3--61t 011 31-("11 42" x 42" x 4" CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN _ 01 CONCRETE SLA» ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING 0 FOR A/C COMP. 11'-22" 22--01' 4._4.. V-1 i/2" S'_10 DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE -- TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. w U Q U-� 00 a CONGRETE FOUN:DATION PLAN- FOUNDATION LEGEND � SCALE: ��u-�1_�u (SEE SHEET No. S--4 FOR STRUCTURAL DETAIL) ,w o � o ______ _ _ U w � — —— — 8"x8"x16" CMU STEM WALL w/ 111 f Q FOUNDATION NOT__ES: (1)#4 ROD VERTICAL ON 48" O.C. Vw 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL -� ———--———————- & HOOKED INTO 20"(W) x 10"(H) �' r OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. LL o TYPICAL FOUNDATION DETAI � U Q w -------- ---- - 20"(W) x 12"(H) THICKEN a_ � CONCRETE SLAB w/ (2)#5 RODS CONT. 0 INTERIOR THICKEN SLAB DETAI m a 0 o -------------- 20"(W) x 12"(H) THIC STEP DOWN C,ONCR ; °. -------r- ------ w/ (2)#5 ROD s: .0.. JOB NUMBER INTERIOR STEP DOWN DEEN N ;• '- . SHEET NUMBER S-1 c�F SW--4 '; •;d'.d r 0 '�fffl/flllll�••�•' a 0 TABLE FOR SHEAR WALLS FRAMING 0 (GROUND FLOOR) !1)x'tic 10" [Z)2"x 1Pi" �4) � !2)2 N 12" Z w Z (2)2"x 12" '4 !x)2"x 1®" - - - - _ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE -- - -- - -- _ NOTED IN THE TABLE: I D I 4" x 4" SYP 02 A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. POST (TYP • LANAI B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK I�� I P RONT PORCH) BOARD RESPECTIVELY. �'' I C) SOLE PLATE---COMCRETE SLAB ANCHORS SHALL BE 1/2"0 x 10" LONG "J-BOLTS" (A36 STEEL) FOR n III I N **J `" OPT. GAS FIREPLAG£ 1 } EXTERIOR WALLS OR 1/2"0 x 8" EXPANSION BOLTS FOR INTERIOR BEARING WALLS. 04 x � II 4 II 1 _r DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR FLEX BE_DRI„I. 3 4 5,4TN 3 N Lr4Nr4I I x SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING 2 I I 9'-0" GLG. `i'-9" GLG. FRONT * In I - " 1 — a 7/16 OSB SINGLE 6" / 12" 60" O.C. n I I1�� RE,4T Room II I (BLOCKED) W o I �'-0" GLG. � � � C - _j .a- �• 9'-0" GLG. Cy- C14 1 i n I I 4 I B (BLIOGKOED) SINGLE 4" / 12" 60" O.C. < w C:) 271I O 5 a ** 4 (Z) x"x 12" I 2-�� V) o 04 Y- � I 4 (2)7"x >x" ( )2"x 12" 44 Q (BLOCKED)058 SINGLE 3" / 12" 36" O.C. * pp m ti b" x 6" 8YP 'y Q (BLOCKED) O x I I S'-0" cL�. PBT r� ` m Cl m v �+ I I n (BLOCKED)13 ^ lig I � � x � B/1O6" OSB SINGLE 2" / 12" '� 24" O.C. � �k � � ❑ P � 4 t(; :, ( ) o n ❑ Q a c�i� — [a) �"x IZ" (2) Z"x I " 3 �04 NAIL PANEL EDGES ONTO DOUBLE STUDS. 2 24 — — — — — — W/sP D/SP D NINCA Roa ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING.�.+� �y ::�4) -� SLG. = ADDITIONAL NOTES: �� Orr x 4" S 1 r `2 J �' I �$ '1 O �I 4\L POST (TYP' • LANAI .-i �f' I 4 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE co Co 4 P=t�DI�IT P CH) I 4 C BOLTED PER DETAIL "B" OF SHEET No. S-4. m u� I 0 ® [' (4) 1-3/4" x 16"1 LVL w/ (2) V4" ,436 STEL PLITCH PLATE ALITI IlL 2) FOR LOCATIONS CLOUDED AS Z INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED W I ` TOM PLATE �� 8'-m" CLC. I r a (2)211)( 12" (2) 2"x 12 " ?� AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. �� c4 4 ie '�' 1 0� 3) FOR LOCATIONS CLOUDEID AS 3 SHALL BE STRAPPED PER DETAIL "C" ON SHEET No. S-4, G� C17 W — —— — — — -- D/W I 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL "M" ON SHEET No. S-4. > I > _,_ - - _ � � 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER - _ _ �--+ DETAIL E OF SHEET No. S-4. 9'-0" GLG. Q �� a 1 I j ❑ w <ITCH-I N El 1 r 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ~� I 9-m GL N 1 x SCHEDULE A ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES z 5 GOND FLOOR A VE El- ❑ 4 L,4Nr41 2 I ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. xi < V-011 CLC:r. �_tv cr _ I a R,4 £ W/ I 4 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED W C:) � MIC AND CERTIFIED BY OTHERS. C..� w Q• �.� � I Noop @ I 4" xPOSOrr 81'P LANAI (� - - - - - - - -- - �.J O Q4 (2)211x12" O 4 �)�"x >�" 4 Q (2)211x 12" Z SCHEDULE »A" 0 CO ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE W w OF BEARING WALLS (PRE--ENGINEERED FRAMING) P GONp£NS£R UTILIZING ALL THREAD STEEL RODS O z &EGONZ) F F-FRAMING FLAN TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS w � DESIGNATION (Ibs) PLATE OR TO STUD ' a c) ALL TRUSS ENDS 1 STEEL 8005 SPACED AS T__11GROUND FLOOR 5�4EAR WALL / LA"T"""0UT_ EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS SHOWN ON SHEET No. S-3 Q0 OUTLINED BELOW SCALrE: 1/4"=V-011 USE (3) ROWS �,, T02, T07, T12, T14 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS Lu OF 12d COMMON USE (2) ROWS T15, T22G, T24G, T27 SHOWN ON SHEET No. S-3 NAILS 0 12" O.C. OF 1 O COMMON d STAGGER NAILSNAILS ® 12" O.C. (3) LSTA36, "SIMPSON", ON BOTH SIDES. T01, T21 1201 - 4750 STRAPS NOT APPLICABLE Q LD N N TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4 A36 STEEL BEARING STUD REQUIREMENTS FOR BEAMS f GIRDERS. 1-40 FLITCH PLATES W 0 "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. cn " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED o USE (2) Rows USE (3) ROWS 1/2"� A307 MACHINE WITH (1 )K+(Z)J's AT END SUPPORTS OR (Z)K's AT w w gm OF 12d COMMON .INTERMEDIATE SUPPORTSLVL BEAM REQUIREMENTS ARE 0 OF 12d COMMON NAILS ® 12" O.C. BOLTS w/ NUT AND 0 � NAILS 0 12" n.C. STAGGER NAILS 2"0 12",C,WASHERS SHOWN ON PLAN ABOVE AND DENOTED BY. #—K's ❑ a w ON BOTH SIDES. O � � o LLJ (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL < � O (2) 1/4" A36 STEEL FLEfCH PLATE COW w a o 0 MUL,T I PL E MEM5E R GONNE CT I oN DETAIL5 z :7 NOT TO SC4L=: a L) BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. ., 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER - 11\k �w: S-2 OF S-4 L USE 2" x (6 11 SF F 102 CONTS. STUDS cl FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: O 1611 O.C. FROM SECOND FLOOR FELT OVER 7/16" qS6 BOARD OR REFER TO ROOF PLAN AND EAVE L fro'-I 1/2" PLT 1,4NI7INC* TO THE TOPPL..4TE (:r- Ib'-1 1/2" PLT 1532" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES w i�04F TOMER LEVEL. AIR BAFFLE BTW EA TRUSS !2) "X 8" (2)2"x $" `-' !2) 2"X 8" O TO MAINTAIN 1/2" MIN AIR 12 y _ SPACE FOR VENT VARIES - - � — — — STRAP FOR TRUSS ANCHORAGE (SEE 16 SCHEDULE "A" ON SHEET No. S-2) 0.H. a \ �p I I X O I I DRIP EDGE �._ II 1104f T1 I I m I - `,' SEE DETAIL "D" 4 "1[" ON ET No. 8-4 WRAPPED II 5/$" GYP. BD. CLC. 04 LAND I VCS N I ALUM. FASCIA io VAULTED ca N FOR FLOOR TO FLOOR STRAPPING OVER 2x8 X 11 / \ II { 44 ... C T�-{E8E ►LL$. c� I I I I PERFORATED cry / \ n 16'-I 1/2" PLT I VINYL/ ALUM. 1/2" GYPSUM BOARD ICb'-I 1/2" PLT I SOFFIT o STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE SPF) ca J - PROVIDE MID-WALL BLACKING FLAT LSI O 16'_1 1/2" PLT t 1-i) 16'-1 1/2" PLT - ©Al m WISE 0 JOINTS IN SHEATHING i m CN c r W L6O) PLT. PLT, 7/8- MIN. LIGHT z / P.T. 2x PLATE I � — — J TEXT. STUCCO -I VENEER OVER Lv C 9'-m" GLCs. C I MTL LATHE AND cd r O O VAPOR BARRIER 3/4" PLYWOOD PRE-ENGINEERED EER D FLOORED VAULTED > m U r FROM 9 VAULTED BEE DETAIL "D" s "IC" ON SI-IFFY No, 8-4 I I TRUSSES OR T.J.I. JOISTS 24" OC FOR FLOOR TO FLOOR STRAPPING OOM 2 FROM g' (SEE FLOOR TRUSS ENGINEERING) Q OF THERE BHEARWALLS I „ BE D MASTER 5u I T� " � I ___. __ ___._--� � � u LLJ Of Q o Co L___ — __ __- ____ ^ — __ �_ _ ,�T N 2 — — ___ ____ — _ — i N FLOOR TO C14 -. `, n 2N0 FLOOR IM JOIST BY TRUSS MANUF. {> TOWER &HEAR � PLAN- � g'_�p1j GLS LIDg'-0" CLQ• Q STRUCTURAL PER (SEE FLOOR TRUSS ENGINEERING) 12" X 12" FLAT 12" X 12" FLAT ,SCALE: 1/411=1'—O" II FOR GLC, FAN FOR CLG. FAN II N 1/2" CEILING BD OR 5i8" GYP. BD C\2TMP �, CQ VAULTED \0 VAULTED 1/2"0 THREADED STEEL RODS _ _, co co FROM 9' X FROM S, I SPACED PER SHEET # S-3. `,./ ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL — — TABLE ON SHEET # S-2. o w �+ 9'-1-I/8" PLT. L j C0 g'-1-1/S" PLT. I I o :C-0 MC\2 a I a ARB E 0 7/8 T"' MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT 0- i e. r� Ia-1 1 m EAT r4 I I TEXT. STUCCO WISE JOINTS IN SHEATHING I x 9'-0 CLC. .A 9'-m" CLC. x VENEER OVER x g o z ;4 9'-0" GLC X 04 I I MTL LATHE AND 2x STUDS ® 16" OC (MIN #2 �� u- P% ^ VAPOR BARRIER SPF) a ►� �...� O n P.T. PLATE w/ ANCHOR BOLTS PER o 1�1 �o z BY Sa CL. I STRUCTURAL � � a aLu4" CONCRETE SLAB WITH 6%6%10/10 W.W.F. TYP. (3000 PSI. � w (1) # 4 CONT. � Z-a ($)2"X 1m" � FIBER MESH OPTIONAL).9'-I-1/8" PLT. v _ r-•�, p SEE DETAIL "D" t "K" ON SHEET No. B-4 �^J I SLOPE GRADE AWAY ALL SIDES ��\\f��fr FOR FLOOR TO FLOOR STRAPPING ��-��---ii OF THESE SHEARWALLS. I•--�•� a VAPOR BARRIER 1 ►� — — ___ I �j/\\/ • ° \\\\� #4 RODS VERT. ON 48" Q.C. & AT CORNERS. 4 ( ) �•I — — _ . ERT RODS SHALL BE HOOKED 6" INTO �'� a FOOTINGS ® BOTTOM AND 12" INTO SLAB CO 20"(W)x 10"(H) CONCRETE \/\\/\\�\\�\\�\� 0 TOP. FOR HORIZ. REINFORCEMENT, USE �+ FOOTING REINFORCED %/\//\//�//�//\% 9 ga. HORIZ. JOINT REINFORCEMENT �""� O w W/(2)-#6 RODS CONT. \��\��\��\��\��\! ON 16" Q.G. (MAX.) W Z Z a E C ON F-D FLOOR SHEAR WALLS PLAN. � . � o 11 1_�II T�fi�'. 2 - BTO -'� WALL 5ECTIOil �..� z c sCALE: 1/�• � - - w � 1/2"� THREADED STEEL RODS CONTINUOUS FROM TOP PLATES SCALE: 1/2 n m 11_fin TO CONCRETE. SPACE ON 60"O.C. O OR AS SHOWN ON PLAN. SEE SEE DETAIL "L" OF SHEET No. S-4 DETAIL "J" OF SHEET No. S-4 FOR TOP CORNER BOLT INSTALLATION. IMPORTANT NOTE: FOR TYPICAL BOLT RUN. REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 BOARD NG. 15/32" PWD VARRES II STRAP FOR TRUSS ANCHORAGE (SEE Q J TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA 0 H SCHEDULE "A" ON SHEET No. S-2) I ! I 1 TRUSS TO MAINTAIN II THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING 1/2" MIN AIR SPACE " LANAI iii CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: FOR VENT _ FRONT FLEX BEDEt. 3 0 �•_m•� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. GALV. METAL 1/2" CEILING BD OR 5/8" GYP. - PC?RCN 14 CzREAT R i i B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER DRIP EDGE BD TYP NAILS FOR 1/2 AND 5/6 THICK BOARDS RESPECTIVELY, OR WRAPPED ALUM. -- -- — W p 1-4 0 N I I 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. FASCIA OVER 2x8 ca • �7 I I PERFORATED I} Ln DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS VINYL/ ALUM. CD II SHEATHING DOUBLE SHEATHING NAIL SPACING SOFFIT STUCCO FRIEZE DININCx RQQM �► 16" OSB 1/2"� THREADED STEEL RODS 7 �j O / SINGLE 6" / 12" SPACED PER SHEET # S-3. PROVIDE MID-WALL BLOCKING FLAT s 0. I UTI ITY (BLOCKED) WISE 0 JOINTS IN SHEATHING w ADDITIONAL EXP. BOLTS MAY v ocD > BE NEEDED PER SHEAR WALL 2x STUDS 0 16" OC (MIN rr ------ 7/16" OSB TABLE ON SHEET # S-2. # S u I i (BLOCKED) SINGLE 4" / 12" " 0�ji Ad E-1 : 7/8" MIN. LIGHT P.T, PLATE w/ ANCHOR o coU� c- a 2-CAR GARAGE I I TEXT. STUCCO BOLTS PER II 44 _KITCHEN EI I 7/16" OSBVENEER OVER -- STRUCTURAL �--•I u� MTL LATHE AND I I (BLOCKED) SINGLE 3 / 12" VAPOR BARRIER 4" CONCRETE WW.FB. TYP . � Ofp (3000 PSI. FIBER MESH (1) # 4 CONT. cl- LANAI 2 w__j QOL), II ADDITIONAL NOTES: .� ..�� CD Q �$ _---- I I AWA SLOPEALLSISIDES - - ---D 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED 6 MIL VAPOR BARRIER Q. AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET No. S-4. L____J � #4 RODS VERT. ON 48" O.C. & AT CORNERS. m a 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, ,� /` . .• \ VERT. RODS SHALL BE HOOKED 6" INTO O "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP �\ /\ FOOTINGS R BOTTOM AND 12' INTO SLAB O 20 (W)x 10"(H) CONCRETE ® TOP.. FOR. HORIZ REI Q CEMENT, USE PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTING REIN ORCED 9 ga. HORizr J ;Jlt(J E,NT SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST W/(2)-#5 RODS CONT. ON 16'" V. ,r ' , ,'', THfREADEID � � � � FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL r. . � .•''��;, •';•., JOB NUMBER "K" ON SHEET No. S-4. - ' II W 1 11 T%1"f=, 1 &TORY WALL, � " SCALE: - SCALE: 1/211=1'—O" R SHEET NUMBER '11111111��N, I 1/2"0 THREADED STEEL RODS I 1/2"o THREADED STEEL RODS b DESIGN CRITERIA SPACED PER SHEET # 5-3. 1 LIVE LOADS: ADDITIONAL EEDED PER SH STUD WALL ADDITIONAL EXP. BOLTS MAY AR WALL I SPACED PER SHEET # S-3 . TABLE ON SHEET S-2. F#4 RODS CONT. BE NEEDED PER SHEAR WALL ROOF...............................20#/sq, ft., FLOOR...........40#/sq. ft. # TABLE ON SHEET # S-2. 2) WIND LOADS: 4" CONC. SLAB W/6x6x10/10 W.W.F. EXPANSION JOINT THREE SECOND GUST WIND VELOCITY PER FBC-2.001........................120 MPH I W 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ - _ ( RECESS SLAG 3/4"x 10" WIDE N STUD WALL I AT GARAGE DOOR � CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ 0 III_ 6 MIL. V.B. OVER CLEAN, I 6x6x1O/10 W.W.F. I 6x6x10/10 W.W.F. 3) COMPONENTS & CLADDING DESIGN PRESSURES *`* GATOR NUT WELL COMPACTED TREATED FILL ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf WALLS: ZONE "5" IS WITHIN 8 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. I +' STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO (- FOOTINGS 0 BOTTOM AND 12" INTO SLAG I . ZONE EFFECTIV _WIND AREA (sg t) PRES US R� (PSF) �� FF TIV WIN AR PRESSURE (PSF) -I I-' O TOP. FOR HORIZ. REINFORCEMENT, USE ` T� �. (2)-#'5 CONT. HOOKED (2)--#5 CONT. HOOKED 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE -11J-�J1 JJ1 L, 9 ga. HORIZ. JOINT REINFORCEMENT A• do TIED AT CORNERS I & TIED AT CORNERS 4 20.0 34.4 -36.6 5 20.0 34.4 --42.4 SCH. "A" ON SHEET # S-2 OF WALLS I Ir` ON 16" O.C. (MAX.) MIN. 18" �+ 12 MIN. 18" 4 50.0 32.1 -35.5 5 50.0 32.1 -38.9 .. 4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 is " ''''' .� ... .• : I `III. Q ** = 48 (MAX.) OR ISI I 201-- TURN DOWN SLAB DETAIL *** PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES CONSULT ENGINEER GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING • I TURN DOWN SLAB DETAIL ® GARAGE ri ROD PER SHEET # S--3. REINFORCED W/(2)-#5 RODS CONT. EXCEPT O GARAGE 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" Ljj"'1 WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER - - - � a J 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL w/ CORNER DETAIL I m TO COMMENCING WORK. 8d COMMON NAILS TO O 6x6x1Q/1D W.W.F. � CV � 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, N.T.S. ""' STUDS PER SHEAR WALL (N.T.S.) PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET $-2. + .. _ ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ro ».,. m • „II J m } -..• REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH. 'SIMPSON", STRAP Z -I - (2)-#5 RODS CONT. TOP PLATES m C 2 O 16" O 6" SPF # . . 'I m 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"xTHREADED STEEL RODS SYSTEM 20" I z it � SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"+D THREADED STEEL O Z U p EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. INSTALLATION INSTRUCTIONS INTERIOR STEP DOWN DETAIL w z Q v 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL COUPLER t) c) U a © U-1 FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POINT AND MARK EITHER THE L5TA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-•-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY - - - - - - - - - - - - - - - - - - - - - - - - - - SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. POST STRAPPING O TOP STRAPPING O IOP LO EPDXY GROUT ARE USED.^ 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N.T.S.) OLT&) 1/2"0 THREADED SOLE PLATE SHALL BE N CONSTRUCTION NOTES: SHEET. STEEL ROD ANCHORED TO SLAB W/ 1/2"m �+ I THREADED ROD BOLTS SPACED CONCR / SPH, *SIMPSON", STRAP 2x4 STUDS co m 3) INSTALL COUPLERS, WASHERS do NUTS WHERE REQUIRED O 16" O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" OR 4"x 4" POST EXP. BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING 1 j RECOMMENDATIONS. 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ONABU, 'SIMPSON", t""4 CONCRETE. PgST ANCHOR SHEET # 5-2. 4) ALL THREADED STEEL RODS SHALL. CONFORM TO THE0w4 0R UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��-rte REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. p' DRILL 6" INTO CONCRETE l.; •:•• ~� C f I^--I MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE T-�- BOTTOM of THE FOOTING. POST STRAPPING O BOTTOM ANCHORAGE TO SLAB O BOTTOM_ = 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL TYP J 003.) 04T.SJ _ I _ (2)-#5 RODS CONT. .. 0 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) �--- 20" - 150 C) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL O PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) cn 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP dt BOTTOM O ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. a�T MISC. FOUNDATION DETAILS G 1.4 o 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE GJ,T Z LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED, Q w 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, O Z FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches " H2.5A, "SIMPSON" F� SLAB ON GRADE.......................... H2.5A, "SIMPSON" H2.5A. SIMPSON CLIP (TYP) OR HEADERS PER SHT. 5-2 H2.5A, "51MPSON" ..........................CENTERED CLIP (TYP) OR CLIP TYP OR ROOF TRUSS ) # ROOF TRUSS ROOF TRU55 (TYP) SEE SCHEDULE "A" (TYP) ry 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP TYP OR ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" W CORNER BARS WITH 2'-p" LAP SHALL BE PROVIDED. ON SHEET # 5-2. ON SHEET # S-2. (TYP) ON SHEET # S-2. Gs 1_4 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT w I REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �+ DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILEDr, OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA,76, *SIMPSON", w STRAPS � h+i " 20g x 24" LONG y r-� 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2-0 THREADED STEEL TWISTED STRAPPING z �1 1/2"� THREADED STEEL RODPER SHEET S-3 FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 # SHEET # S-2 �../ 0 FOR BUILDING" ACI 301. STRAPS. SEEFOR # OF STUDS. r Z O �i MASONARY: v 1 CONCRETE MA50NARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE # 1/2"a THREADED STEEL ry ) SEE SHEET S-2 ROD PER SHEET # 5--3 MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. OF 2000 PSI ( f ' m = 1500 PSI ). LTT19, "SIMPSON", w 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. HOLDDOWN CONCRETE SLAB HTT22, "SIMPSON", HOLDDOWN W 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH �--I 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. WOOD FRAMING , e 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER ", , i' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS AFN, EXTERIOR WALL OPENINGS F DOOR JAMB B DETAIL SAWN LUMBER LAM. VENEER LUMBER STRAPPING O TOP dl: BOTTOM STRAPPING O TOP & BOTTOM EXCEPT AT ANCHORAGE O TOP do BOTTOM Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING O TOP & BOTTOM JAMB STRAPPING O TOP & BOTTOM N.T.S. GARAGE DOOR dl; OTHER LOCATIONS SHOWN Fv = 90 PSI Fv = 285 PSI (N.T.S.) Q Fel = 565 PSI E = 1,900,000 PSI ON SHEET S-2 OF THE DRAWINGS (N.T.S.) (N.75.) n Fc = 1,455 PSI (N.T.S.) O E = 1,600,000 PSI LL W 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. O 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE F-1 OR SOIL SHALL BE PRESSURE-TREATED. TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR 04 O *** `i) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ROOF TRUSS NOT SEE SCHEDULE "A" ON SHL # S-2 w Ur� 0 APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING BLACKING REQ'D. SHOWN FOR CLARITY '3 A BETWEEN OUTRIGGERS A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2x4 BLOCKINGCAB O SHEATHING JOINT 2x4 OUTRIGGER O � pry 4" FROM GABLE END O 48" O.G. �HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO ��. V 1 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. V-HANGER OR EQUAL O 48" O.C. BOTTOM CHORD TO SERVE AS NAILER J-' O 8-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING 2x4 BARGE RAFTER CONT. FOR X-BRACING O 8. O.C. PROVIDE CLIP FOR 400 lbs. FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153--80. OF LATERAL SHEAR - 10'-0" THRU 14'--0" 2X6 16" BOTTOM CHORD OF COMMON •'� � 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP TRUSSES O 24" Q.G. SPH, "SIMPSON STRAPS BOTTOM CHORD OF GABLF, �r-�.•J O 32" O.C. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 2 14'-1" THRU 18' 6" 2x8 16" j 1 I FASCIA END TRUSS .� I w # 1 12d NAILS O 8" O.G 6 _ �� INSTEAD OF SYP #2. I 2x4 X-BRACING 19'-0" THRU 22'-0" 2x8 12" I r - �"] j 2x10 12 O B'-0" O.C. TOP CHORD OF GABLE END (3) 12d NAILS . .' ' " 1 I I TRUSS DROP 3-1/2" DOUBLE TOP PLATTE �'�' t W I 2'--0" ' r (n ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TDP TO 1 MAX. F-4 L'I UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD O 8 ft. OPENING 0!' FROM GABLE I � IF HORIZ. CONTINUOUS BRACE CAPABLE OF I 10- SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT. 2x4 SCAB FROM TOP TO t 2x4 BLOCKING O 48" O.C. BETWEEN LSTA36, "SIMPSON LJ DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I BOTTOM CHORD O X-BRACING GABLE END TRUSS AND FIRST SPACE O 32" O.C. T� CONNECTION FASTENER NUMBER OR SPACING 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4'8 AT COMMON TRUSS (MAX.) V 1 DOES NOT APPLY. I VERTICAL IF HIGHER THAN 48" 1 1 TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 WEB IS NOT PRESENT I TO FORM AN "L" SHAPE)I I CONT. 2x4x82 SYP. LATERAL I BRACE O 48 O.C. Q STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) I a I BOTTOM CHORD OF AT X-BRACING I I GABLE END TRUSS (3) 12d NAILS E••L DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. r� � DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I 1 SHOE PLATE wCD TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON (2)--2x4 TOP PLATE ISOMETRIC VIEW 0 CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE SCHEDULE D CONT. 2x4x8' #2 SYP SHOVING LATERAL BRACE TO Q o LATERAL BRACE O 48" O.C. 2x4 STUDS O 16" O.C. GABLE END TRUSS FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS Z 7/16" OSB ON let. 2x4 BLOCKING O 48" O.C. -PLATFORM FRAMING- SUPPORT BEAM OR - (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) m Q PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN CABLE Ae FIRST TRUSS GIRDER PER SHEET # S-2 ROOF - 7/16" OR GREATER - _ - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP O 48" D.C.. CUP MUST 0 Elf 8" O.C. INTERMEDIATEPROVIDE A MIN. 400 lbs OF SHEAR. C-) UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & LINTEL * (3)-2x8's (3)-200's (3)-2x12'5 PLATFORM FRAMING H tif; .01 12" O.C. INTERMEDIATE DETAIL D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & L JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END ;.•' J Q B NUMBER too 12" O.C. INTERMEDIATE * TWO (2) PLATES WITH A 112" PLYWOOD FILLER MAY BE USED INSTEAD OF aT&) STUD TO STUD STRAPPING THE THREE (3) PLATES MENTIONED ABOVE. NOTE: (N.T.S.) UNBRACED LENGTH OF X-BRACING MAY = ES OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. EXCEEEXCEED C 0 t10A DITIONALG SCATH B REQ'D. f ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. � ' +•� SHEET NUMBER k 1 t. S-4 of S-4 rROM :CLARS(N & ASSOCIATES FAX NO. :904 396 2633 San. 13 20% 09:12AM P2 q I o Parprglou 1i[AF S,U4IPING SpUM,4RY SURVEY OF LOT 19 AS SSO1rN ON VAp OF PARADISE PRAFSSRVL AS RECORDED IN PLAT BOOR 51. PAGES 37 ?"ROUGH 51C Of TMC CL4WNT PUBLIC RECORDS OF DUVAL COUNTY. F7.OR1D44 ARI RffERENCE; AR1N0 SHOMN ON R►d1T'"Of iYAY 11cligo-I IS INS SAME AS SHORMI ON 7NE YO MENTIONED PLAT. N07E: THE PROPERTY SURVEYED HEREON APPEARS TO LIE twnw FLOOD ZONE "X• AS SC+AI�FROM THE FLOW INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120073-101661, DATED 4-17-89. ELEVA77GMS 9210" THUS ( )X R TO THE NATIONAL GEODETIC VERTiCA1 DATUM CERTIrII+D T0: SURTRUSTARRO101 6 CHERR YL TkILO LAW OFFICE OF DEBORAH T'ATLOR OLD REPUBLIC TITLE PARADISE CIRCLE (3O• PRIVATE R/w) 04 » 4 3'JEA R WLZ. TtAT / raILO' TRANSFORWR / c01E1RE tl• CO AMN ON Q3VO4W PAD OO1rC RtIK Pco fit.j aunty ,i f to' r 10• JFA ( ELSCTRMAI. EOUiMW T EA=EwaIT I I TWO STORYFRAME I r Ld Df Q� I RESIDENCE i 1 15" EAVES +� I F.F. ELI-V.—(72.79) Q i i wT 12 CL N ryu O LOT 13 '��ti.`.' :}. Y �v i PC `it•'i."r••wj r 9120 }� IINJVB4, 9'1 Oiiw r p 0-. 55.10 p PARADISE LANE 0 roumRte•PM AS ST I 0a (PIWATE VAWAaE N107N RJGM-C- WAVE 0 SET Z•MION(L9 R tL1 01080 R "Am 1 "M9 ARC LCNCM PC PMT OF 0WATURE h pcw?OM TAAawv BRL MFa,MICPGN UNE ef.ELEIt nw FLOOR F3.R�IATk7N Y n� THAT TF S SURVEY PRRFtWMEO UNDER MY RESPONSIBLE OIRfiCTION MEETS THE MNIMUM TECHf+NCA1 STANDARDS FOR LAND RNVEYTYRS IN ACCOMAMM 07H 040-Pn 1 61617-0, FLORIDA ADTtMFMS)RATItj CODE (PURSUANT TO SECTION 4-/2.027, FLORIDA STATUTES), AND FURTMER CERTIfY THAT TIERS ARE NO RASIBLE 0oO7tOA0odWTS UPON THE SUB ECT PROPERTY EXCEPT AS SHOW. SURVEYED: NOVEMBER 2 2005. CL.ARJM AND ASSOCld= WC. PROFESSIONAL SURVEYORS A MAPPERS 1"�20" 1843 wALAO AL[,l4w2or w,n_.31207 SCALL: (sonM- uN4 r7WFIELDBOOK: 779 PACE: 55,e12 A � FIELD BOOK: PAGE: NA wJILtIhDA S>r A. HIL! R. Q tawa\A-LOTS\PARADISE PRsUVC\Wr-r3-FIFULDMc 0 slrAY NV/VAUO WZ2E Owosso vwwwcrms$CAL 1 dRec9;—oA Nime Jan.13• 8:28AM ue NOo1S39 WN8b:01 9001 'Bi' f Hurd R%,, sidence .1 Jacksonville Beach, W 4A On w 63 BESTCON Homes ao� I I FT-F1 -L FTJ Ell fut1) L -1--� r-1 fu FILE COPY r d x q � d A tf ti J� LL p m JOB NO. 05-81-0093 ,IW® AfiLANT4rl®EACH Marathon It 04L IKKey V VV SHEET TITLE SHEET COVER SHEEP A0.0 r ;5 Periods only used on one word abbreviations,I the abbreviatlon .9 is a different word by itself,e.g. ARCH.,BIT.,and LAM. SHEET INDEX SID ABBREVIATIONSGENERAL NOTES -t Sareu al�u9�w1>�ab >�ng multiple words,,Ul> , are very common without periods,e.g. AFF,HVAC,R/A,and WWM. € ' A.S. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL ARCHITECTURAL 1. AN work performed shall comply with all applicable LAaal and State Building wades, 5. SIDING a ROOFING A ASV ABOVE F F.B. FACE BRICK P P,LUD. PARTICLE BOARD Ordinances,and Regulations and all other authodttes having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONI. PRFCASr CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufactwees ACT. ACOUSTICAL TILE(CI.G) F.E. FIRE DRINGI>SfER PED PEDESTAL(SINK) requirenteris. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum design bonds: A.D. AREA DRAIN F.r- FIXEDG� PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND B. Install#15(min.)feat under all shingles. ADD ADDENDUM FG. FIBS PL PLATE(FEIG M FLOOR: 40 P.S.F.Live LoadADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE GENERAL NOTES 10 P.S.F.Dead Load C. Nails only to be used for roof d*xje attachment. AD] AD3USTABLE FLG FLASHING PLAS PLASTER No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL - ROOF: 40 P.S.F.Lim Load A.H.U. AIR HANDLING UNiT FWR FLORESCENT(LIGHT) PNT PAINT(ED) �u 10 P.S.F.Dead Load D. Flash all roof to wall conditions AL ABOVE LANDING FN FENCE PR PAIR(OF) LAYOUTS pp ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATE] lI� pa Verify design bads with local Builth codes and conditions.Refer to Structural E. Gutters to be 5"(min. .27 aluminum with baked enamel finish. Downspout to be 4" ALUM ALUMINUM CCESS PA F.D. FACE OF P5F POUNDS PER SgIARE FNCH Building ) DDw"� A.P. ACCESS PANEL FP FIREPROOF A2.0 FOUNDATION PLAN Engineering for all structural details,specifcatlons,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE PSI POUNDS PER SQUARE INCH FPHie FIRE PROOF"°�TIBB PTN PARTITION A2.1 MAIN FLOOR PLAN nI: ARCH. ARCHifECI'(IIRAI) FPL FIREPUKP P.T. PRESSURETREIITE?(WOOD) `SPH ASPHALT FR FRAME(OXING) Pv PAVE(D)OR PAVING H L lea 3. CONCRETE 6. INSIIIATION A22 SECOND LEVEL FLOOR PLAN A.T. ASPHALT TILE FS FULLSZE PVC POLYVINYL . ARiDE(PIPE) ._.-.-......... _. ........._ ._ ..-.._._ AUTO. AUTOMATIC FTG FOOTING PVMT PAVEENr A2.3 ROOF PLAN -- AVG AVERAGE Flit FURRED(iNG) PWo PLYWOOD A. Foundation types and designs may vary with the individual peltir alt says Conditions on A. Provide R-11(Min.)batt insulation in all exterior walls and R-19(minimum)blown radon each lot. The Architect does not warrant or guarantee this building design In locations (or batt and blown insulation)in all callings or rafters adJaaent tD the exterior or tD unheated So �p BASE e. GAUGE GYPSUM(WALL)BOARD Q.T. QUARRYTILE A2.4 FRONT & RIGHT ELEVATIONS /"4�ON$ { `+ where inadequate soils or landfill occurrences require special or adtikiDnal design for spaces,plus R-19 at exposed floors. All insulation m meet HUD minimum property specs BF 81-FOLD(DOOR) G.C. GENERAL CONTRACTOR i structure or gas mitigation due to these oDOrrences. R-11 baits at fireplace chase walls and under fireplace unit. err. B[ruMlNais GD GRADE oil cRADBaG R wA N STAIRS) A2.5 REAR & LEFT ELEVATIONS AIR W OLKG BLOCKING G.O.O. GARAGE DOOR dPE�ER » fa BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RADIUSRu � A2.6 INTERIOR ELEVATIONS BILK BLOCK(cMlk) GL GLASS OR GLAZING RBL RUBBLE a B. All design,revisions,engineering,Installation and liability of sol conditions,gas mRigation BLKG BLOCKING GLaG GLASS BLOCK R.D. ROOF DRAW and strarkural designs due to inadequgte soils or FandfNl oenre►cm s shall be the ON BEAM G.I. GALVANIZED IRON REFR REFRIGERATORresponsibility of the DETAIL SHEETS ' or Ws involVed the and7. ORYINALL GT GROUT REQ RE,aU[RFp installation of such;and the Architect shall not be subcontractors responsible t e 8BP BI-PASS(DOOR) Res RESILIENT RE i # implementations. A. AN walls to have)T gypsum and all calling to have gypsum or JT ceiling board unless e K B BEARING HOSE BILA ) REV REVISI011 RAISED ADA FOUNDATION & WALL SECTIONS � W 4Z"H 4Y HIGH Au noted yylg� RENF REINFORCED(DOi B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING B. Use water vesistant gypsum board for exposed walls and ceffing at shower and tub wall BSM BASEMENT � �I HD HEAD OR HARD R.I.B. REINFORCE RO CSN Bre( AD.2 ROOF SECTIONS x C. Contractor shall be responsible for size,location and Installation of revised steel areas receiving fi laSi enCIomm BTWN BETWEEN H.D. HEAT DETECTOR[R HIEIAW DUTY RLG RANGE ` rdrnfocbg AD 3 MISC DETAILS per local codes or specific soil conditions,whkinever is more restrictive. BVL. BEVELED HHowHARDWARE R&M RANGE w/MICROWAVE O.W. BOTH WAYS WT HEIGHT R p �H OPENING AD.4 MISC DETAILS 8 INTERIOR TRIM AND FINISHES to be selected by contradar. CAB CABINET H.M. HOLLOW METAL R.O.W. RIGH TOF WAY r+ D. Soil test must be approved by Geo technical Engineer prior to footing per• C.B. CATCH BA IN HoHR HOUR l HORIZONTAL Ras Roo AND SHELF(S) AD.rJ MISC DETAILS CEM CEMENT 9. DOORS a Wfflu 5 CER CERAMICH.R. HALF ROUND(WINDOW) SC SCUD GORE(DOOR) E. All Concrete footings are designed to bear on minimum sol pressure of 3000 p.s.f.and CIHAM CCF UBIC TZ HS HORIZONTAL SLIDER S SSo SOLE shall be placed on firm,undisturbed soil 3"-6"minlrnrn below grade. Cor�actor to A. Ali patio doors-operable leaf inside. Cl. CAST IRON FOOT HPG HEATING SD SMOKE DETECTOR �LL MVAC HFA7ING/VENTILATINWAIRCAND. SEC SECTION LL of local whichever,Is more pouredWali as regWred for SpeCNk sol conditions 6. Door and window infiltration shall be in accordance with local ordirmice and shall meet C.T R CIRCLE IN PIACI CDNC I.IL IRONIiNG BEARD SF S.F. FST G ° °°°(�°°� G� ELECTRICAL perfon-nance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl Windows CIRC CIRCUMFERENCE ' IA. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR and the CRF Shall not be hm than SS. C.I. CONTROL 30INT OR CONSTRUCTION]DWT SH IN LiEU OF ` ASH SINGLE HUNG 9HELF(V1NG) CK CALK(ING) I.M. INSULATED METAL SHTHG (DRAWING) L SHEET T CAULngINC)i E1.1 MAIN FLOOR ELECTRICAL PLAN CL CLOSET OR CENTER LINE INS DA � IOR'NINSUATED(RON) SIMILAR I m c�R cL F. All concrete shah attain a 28 day compressive strength of 3,000 p.s i. CLG CEILING TNT INTERSKL E1.2 SECOND LEVEL ELECTRICAL. PLAN SKYLIGHT g 8 C Provide il�ulat)rTg double glazing at all exterior glass areas and tempered glass in all sliding as CLOSURE O SL SIDELIGHT DR SLEEVEG. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass dom and in windows as per local codes. CM CENTIMETER(S)CENTIMETER(S) (° ) r(FLOOR OR ROOF) SNT SEALANT a SPC SPACER encasement of utility lines is required,increase slab thidmess at the utility line. Install CMU CONCRM MASONRY UNIT SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASEDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER D. Caulk at a6 sash,sliding glass doors,entrance doors and bottom plates(all sides of cob COLUMN KIT KITCHENopenings)Land head flash all windows and doors. COMB COMBINATION K0 KNOCKOUT STD STANDARD SIEEL H. Provide isolation joint material(asphalt impregnated)between foudation walls and all slabs CCONC (� KPL KICKPLATE(ON DDDR) SM OR STO STORAGE Including patio, porch and sidewaNs. KIS KNEE SPAS STSRU CONST CONSTRUCTION 1 10. HECHAWL a ELECTRICAL CONT CONTINUOUS LAM. LAMINATED) 'S TR SQUARE BtAL I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. �R CONTRACTORCORRUGATED LAO LALOCATION sus SUSPENDED DIMENSION A. M dectrical and plumbing requirements shall comply with local bu ldkg codes. AN outdoor, CPR COPPER L B o. LarATTON ararrERs S.W. sHEARwAu c bathroom and garage wag receptacles shall be provided with ground fauk circuit protection. C OR CPT CARPET LIV LIVING 4. FRAMING Service panels to be(min.)20 ckullo 100 amp,110 VOL CRS COLRSE(Sy L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE CS+IT CASEMENT LP. LAMINATE-DRA5nC T.B. TOWER BAR LT LIGHT T.B.D. TO BE DETERMINED CST. CAST STONE L.T. LAUNDRY TUB TC TERRACOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shag provide the design Values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T ci. TROWELED CONTROL]DINT FACE OF STUD,UNLES OTHM MSE NOM. following: 8 Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CiR CENTER OR COUNTER LVL LAM VENNER U*18ER(BEAMS] TEMP. TEMPERS(GLASS) extelor. CX CY CONN XTIOON LVR LOUVER W TONGUE "��^ 2800 psi in�9,F6TEL DEEP M M METERS) THK THIH� 285 psi In Horizontal Shear,W C depth mr AN sewer and water sleeves to be depth separation as per local code blow adjacent MAX THR THRESHOLD >% 2,000,000 psi In Modulus of Eh lty,E finish grade. D 12 D DRYER,OR DRAW MAS MASONRY B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.C. TOP OF MASONRY F TE I DBL DOUBLE MATT MATERIAL T.O.F. TOP OF FOUN DA71ON stress+875 p.s i., 1000 T.O.M. TOP OF WINDOW ( psi repetitive)or better. D. Provide matin sewer cleanout within S-0"inside or outside of the building Ane unless noted DEM DEMOLISH,DEMOLITION MECH MC�HANICAI. T.O.W. TOP OF WINDOW off• DEP DEPRESSED MFR MANUFACTURER TR OR TPN TRANSOM(WINDOW) DET D°TAIL FOUNTAW Mh MANHOLE TP TOILET PAPER HOLDER VARIES ' ■ C Unless otherwise noted,provided: E In all buildings a continuous conduit shag be Installed from the water meter to an exterior MIN MINIMUM Tv TELEVISION ourlOR LOCATION �_.__..-. ...__._.__ __..._.. ..., .---._-.-. remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All tnnsses shall be securely braced both during erection and ager permanent Installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC M1t3CE1ANeOUS a building in accordance with commentary and recommendations as published by the Trull and inslallM by the electrical contractor.The cable shall be copper ana minimum#18. o M L. DDEMADDLLOAADD M� MOULDING u UNF UNFINISHED ) fa Plate InstItubL The water department shall make the conrnedions. ON DOWN(STAIRS) MMB MEMBItMLE U.N.O. UNLESS NOTED ORFHERM!!SEC DIMENSIONS ARE TARN FROM FACE TO FACE OF MA50NRY D.P. DAMP-PROOFING M.O. MASONRY OPENINGSm- 2. 2• '/"high sD r Iced and naNed. Panel shall be APA oar DRYEDOOR MACHINE MO MARBLE VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. r an . VAPOR BARRIER 24/32, Exposure 1A,w)t led edges. Install per manufacturers'�spacingg And edge DS DOWNSPOUT MTL METAL VB36v.B 36'WIDE VAN" recommendations. F. Water service shall be 1"minimum from each eLterior shut all value. o/S DRAWER StACc(CABINET) MT MO UNTEDMQ VERT VERTiCAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VIWL 3• Y4"unci ent minimum under vinyl or the on wood frame ADC'syste s. DTI DETAIL V.S. VEGTABLE SINK i H �� (minimum) G. AN shower head heights ro be 80"AFF at shovrers and 34"AFF at ceramic �� A� N N.I.C. �� V.T. vlNn TILE Sh owe5. DWR DRAWER NL NAILABLE W3630 36"W X 3("H WALL CAB NOM NOMINAL W W WIDE WASHING MACHINE 4. Min.5"high density O.S.B.Word roof sheathing with If CNPL APA panel Span rating shall � EA EACH N.T.S.T. . NOT TO SCALE WC WATER RCLJOSET be 24/0,exposure 1,with sealed edges.Instal per man1A`ctu ere Spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEOOETICVERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE aA OVERALL WF WIDE FLANGE MM BEAM) E.J. EXPANSION IOINT OBS OBSCURE(GASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION EIEC ELEfiTRiCYAL) O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINI EERING UVILL SUPERCEDE ALL NOTES o.CAB. OVERHEADGABiNEr WT WROUGHTIRON designs prepared under the supervision of a registered pn]f iolrel engineer. r EQ ELECT CA PANEL 0.0. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST EQUAL O.G.D. OVERHEAD GARAG�EDOM WIN WINDOW PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & Lff E.W..G C WATER COOLER OVERHEAD w/w/o WITH RPROO!oRwffKQ OPNG OPENING WP WATERPRESrSTAG) E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXT CXRQW EXISTING � ORI STRAND BOARD OPTIONAL w.S.. WATER SOFTENER approval ofroof trusses andbeams .w WALL Tf IC VENT CALCULATION W WM WELDEDWIRE MESi A F. Mint,"exterior grade plywood or OSB wood sheathing behind all masonry veneer,dWk panels and cedar siding.See elevations for locations. G. Pressure treated Number to be used where wood is i1 contact wRfn corncrete and for�r4 mud SYMBOLS FORMULA: Ell. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. H. Exterior deck construction shah be with pressure treated lumber with dimensions as �T'+ PLYWOOD BLDG. CEILING (SF)X 144 = BLDG(SQA. IN.) indicated on the plans ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12 50%,AT RIDGE 8L 5Q°J�o AT EAVES --- WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION '+ � E BRICK C41WATER CLOSET ANGLE AREA TABULATIONa � CONCRETE BLOCK n� n CENTERLINE YE Q a CONCRETE1718 SQ.FT. TUB/SHOWER MAIN FLOOR PLAN r H8 NOSE BIBB(FREEZE PROOFS M1c STYE SECOND FLOOR 584 SCS.FT. `--h- GAS LINE STUB 2302 SQ.FT. ®-- LAVATORY TOTAL C AREA , STEEL .E a d PENNY FRONT PORCH 178 SQ.FT. 1 a CL ® DIMENSIONAL LUMBER DOUBLE SINK LANAI 108 SQ.FT. �' - __ SA PERPENDICULAR • JOB NO. 05.81-0093 01 -�--- GARAGE 472 SQ.FT. R ® BLOCKING PLATE SINGLE SINK TOTAL AREA 3060 SQ.FT. Marathon ROUND OR DIAMETER FINISH GRADE WOOD Key SHEET TITLE SHEET GENERAL NOTES AIA L FOUNDATION NOTES [NOTE—FOUNDATION] V >s8 Rp 1. STRUCTURAL FOUNDATION PLANS SHALL 9; a BE BY OTHERS. SEE STRUCTURAL & .B ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8 PER FOOT TO 3EE OVERHEAD GARAGE DOOR OPENING. a 3. 4" CONCRETE SLAB W/6"XlY x10"/10"W.W.M. OVER 6 MIL VAPOR BARRIER OVER CLEAN L 1.2 WELL COMPACTED(MIN.3000 P.S.I.) TERMITE TREATED FILL. (3000 P.S.I.) FIBERMD(OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CON/.FRAMING PLAN. S. SUPPLY SEPARATE CONDUITS TO ANY c ISLANDS FOR GAS AND ELECTRIC. . $ 1 6. CONFIRM ALL FLOOR OUTLET LOCATIONS WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. u9 7. GENERAL CONTRACTOR TO PROVIDE SLAB al, CONTROL JOINTS FT. (gFIGTION N i _ ..._.. _ ............. .._._�._....._W. ® 2-STORY FOUNDATION V) CONFIGURATIONis i I _q i 2G'9' - -r .f , _ -----_. .___._.-----.--..._._.__ r�.......__-----------..-_._.__.._._. ._. ...---- -----------------------------------------7 n , f I1Y AD.1 1 1 —.-----.....------------------------ F�000� tal' 1 i 3 I I ---- --------------------- �•-• A p ------------------ L ------------ I 1 $ . -_....._. . __.__._.-W .., 1 1 - -------------- 1- j ( i ; ADA 1 --------..--- -i -r ---_.,,.- ------------a--- -- -^-^---- -- -- -----f-------------------------- I Ir i 1 1 I BLOCK CHANGE BLOCK CHANGE ? ' ; SINK W/DISP. ® j I I I i j �. _ i_m__..._.__-----__-____._--- - -_-__-_- -____.-....__.1-__... .-.1-----•---•..__-_-_r��E-I»-.____--F- I ® I I I FLOOR PLUG TO BE 1 *PLACED BY HOMEOWNER SLOPE-1" I 1 AD.1 i AD.1 = l f i 9 I i Z4' NC.SLAB w/ 36'X�fi SLABW/DRAIN REF. __..__...__.._ QNFOQVERypPORBARRIER f AD.1 i I i SPACE = OVER CLEAN COMPACTED 1 I 1 , , , TREATED Fill 1 1 1 L------------- _L _1 ------- I 9 1 I STEPS TO GRADE AS l . I i i REQUIRED BY CODE r-------------- ---....»---•--------------------- — -0'-51/x" -• �:::=� .- :. .,.,;•.•1 I I I 1 --,.: : ..;. i �; ■ www I j :-.,•r•:fir: '. - - _- .'. I I I I , I I _Y.;.:_�'��:•` } I l 1 tri is�• .:�:••.M. - __ v 1 1 , , I -0'-0'FIN.FLR 1 '• ` ..• _ 1 1 j STEPS A5 REQUIRED BY CODE 1 3'-lti',7" I i VERIFY INTERIOR BEARING WALLS WITH I BLOCK CHANGE i , I � ; I I = ENGINEERING , :. Y.. s I TRUSS I 1 1 SP i ='.;Ao.i 5 i I '''"• 1 ' I l xYvs , 1 i i 1 I :4 r = ;;y••:_ ..1 i � � I 1 .,..�_.__.__� � j .. . _ ^s � ( 1 AD.1 � I i ._ �•-•-.._.....-----...__.._._._---------••--T• I I i I v,�._.... .. • a5- j j 1 , 0---^------^------•-•------------------ . ...------.» ..r ------ --}---�_E-.1 ! I r- - ----{ ----- ------- --?----^-- -----•------------__. .. • t 1 ._, ---- ----------- --- ----- tl -- r-.,.,......--_--^-----------_--�.«.«.----------------------------- �- -------- -i -L--------------------------------- BLOCK ......---__-... . .._-_-------�---� �-----------. ------- --__ .. ..-_ -___---,--«...._...,..�.........--------_. --------------- I I 1 i i BLOCK CHA ------------------------------ ------- 3 ? i 3 1 � a VENT DRYER THROUGH SLAB ! I I , i i ! t 'r 'n i ;, � 31-0161 q t I. S i T' F r• I � i d r � a i 8 FOUNDATION W 02 �iGifiiili.MlAYWwlfi • JOB NO. 055-81-OM Marathon Key SHEET TITLE SHEET FOUNDATION A2.D j MAIN FLOOR NOTES _ [NOTE—FLOOR] I]! 1. WINDOW GRILLS ARE,STANDARD IN FRONT 'S $ AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. F' 2. ALL UNDIMENSIONED PARTITIONS( 'Iyg 2 ARE 3 1/2" ROUGH. iCu 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w/1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5, 3-2xWs MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. Pu q32;-2" 7" $'-I" ' 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS 8-0" 111-7 . _.. -- OTHERWISE NOTED ON FOUNDATION PLAN. : v .-----..-----------•-.__--_ -------- --_-._ r..�_ _._.>.---- fir.-......_....._..r..:-....._--.--•-fir___.-...-.. _._..._...._. c___.._..._.._...__-......._,r i 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL .._..__...__..._..._.__.._...___........_ .._.._._...___.._..- + TRUSSES. } 9. WINDOW SUPPLIER TO VERIFY AT LEAST l ONE WINDOW IN ALL BEDROOMS TO HAVE ; � ■ 1 A EGRESS OPENING FT. W CLEAR G NG OF 5.7 SQ. WITH MIN. DIMENSION OF 24"IN HEIGHT AND { 20 IN WIDTH; SILL HEIGHT NOT GREATER i I i aDM ! BUILT-INS ! THAN 44"ABOVE FLOOR. i SEE PAGE A2.6 '• I "y 10. BALLOON FRAME ALL EXTERIOR WALLS } + EENED ENCLOSURE (ABOVE 8'-1")TO UNDERSIDE OF ROOF SHEATHING- PROVIDE FIRESTOPPING ^ ! 96"X 8"GLASS BOK A.F.F. Hj060 f s f .W. EVERY 8'-0"VERTICALLY IN WALLS>8'-1". x 54'A.F . 96"A96"A.F.F. ' S __._,...�-_` -...�__._...._._.ic'.f_ i i S • � FIREPLACE ! ,-- � 11. ALL HANDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4"SPHERE CANNOT -- - PASS BETWEEN BALLUSTERS ..-.-.-_------- . ,. ; 12. ALL ELECTRICAL AND MECHANICAL m L/S 1 i # ,,, EQUIPMENT&METERS ARE SUBJECT TO I I i ---T�- n t RELOCATION DUE TO FIELD CONDITIONS; BREAKFAST NOOK / I I �,�-______._..__•_____.____.___- -- _--_-� � l w DI5P. I I I CONTRACTOR TO VERIFY. ' ? 10'-b"CLG �' RANGE og 0 i I I P ; 13. FOR ADDITIONAL NOTES SEE GENERAL - ii LANAI 1a- l x 13'-0" D�" � i GREAT ROOM I NOTES ON TITLE SHEET&DETAILS. uj i { . , 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE ger 1 1014"0.G. :., ? 101/2"h WALL ® - s i i 104"CLG• <^ 96"ABOVE FINISH FLOOR(U.NA.). 9 M 8'-0"X 13'-e '�' a " " F't I I 15-0"X 18'-8° ' i ; m w/15 BAR TOP 24 ;; I I ! 8'-1"X 21'-5" 1S. WINDOW MANUFACTURER TO TEMPER ALL N I ------_ . .__. ._-_. W - , Des KITCHEN DINING ROOM �� " �__-___.___.----_- - -.-_ - f i �'. 9'-4 CLG. WINDOWS 2 WITHIN DOORS,OVER TUB& ia-V aG• 1a-0"CLG. ' FRONT PORCH SHOWERS 7 WINDOWS WITHING 18"of THE m 19-6"X 16'-0" } � FINISHED FLOOR. BC REF SP 1144 , i " 3 ; I H _.__._...._ _.._-._....-_..._.•-... -- - .. _._....__.__....._..._.__. 10 ROUND I 6080 SQ.OPG. ! --COLUMN I • r ,OPEN HANDRAIL868 SC 4 r - KIDS NOO -moi W4r CLGp TECH ARE FOYER r big`" : ; v► _. CU � Y -,v ,.- i•'.. of / i Y-8 x 5'-6 .iv 1 CLG ) t _ ------DB1. ------ a 2 STORY ° .. i PANTRY r~, " '" T-9"x 5-2" f 9CLG. i IO,!2 ! i I ( }.~. ' la'V �J..V. 3000 SQ. + I 1 - v,�+..i rr..n.r.� —rr..rr.r---- ------ -.7 — — �• ___ _ a .•, 1 ,r1. {I w-, , :„ t iPJU rAa� x. !i c .,•y�j� r 41 71 LITY r ; , � ,= I I -�` cn , 2068 ; I I '�'r■� GARAGE rv; 190 CLG- } ' 1 _. _.._.......__._..... 11 � �'- CLG. I s T-80 r :-4;0 ` 5-8"X 6-1a' .±--•�-•- �`'� f 1868 2068 21'-0"X 19'-5" DRYER/ i 2�„i ' "._ ._. ' PKT. 80 r + L a SPACE I _ i,� -4 c - 66ePKT -�EDROOM 2 �� . : I fu 4. .. ._ i _ - ...-__.._.. 2 :::._..,.,•-. 12"x 1 ° __ ,~ "__v._._- i z4" �j is-0•aG. , FINK ATTIC TRUSSES I / - _ 12-6 X 13'-V i :�••, : . OVER GARAGE r1 FLAT ' _._� ..... BATH 2 _._.._..._.._._._..- ,._.....__ WH i rtfu 9'CLG. 1 I •�`'� '.' `\ i s 12'-1"X 12'-0^ 5'-9"x9'-2" I s 101-0 CLG. i j fJ ::i '^ :::•r: :: .r.r. . ` STORAGE U i -�' z 1 MASTER SUITE D S ,, ; s-r x 6.0 j j I CATHEDRAL a 14' 4"X 14'-11" __.......__ ._. ____.___ _-_- I48'X 54- GLASS BLOCK i I 96" F.F. ! i 3030 GLIDER j 96 �.F.F. i PLANT SHELF I i . rF?F. F.F. --___..._........_-._....._._..._...-.__.._._._...__._------__-__........_---_..._.._.._....._......_ ' SH30b96`�1. %2, 2'-10 9'.,5 Z-10" 2'G'' _ __._.. -IU' 2'-4' fit; ; i l 7 r' MAIN FLOOR PLAN I~ SCALE: 1/4'=1'-W X A i s � Q � AREA TABULATION i LL , MAIN FLOOR PLAN 1718 SQ.FT. µ 0.2 0.W SECOND FLOOR 584 SQ.FT. TOTAL A/C AREA 2302 SQ.FT. ■ JOB NO. 81-00m �1 FRONT PORCH 178 SQ.FT. Marathon LANAI 108 SQ.FT. Key GARAGE 472 2 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3060 SQ"FT. MAIN RDOR PLAN A2. 1 !r Q ...- ._._..-._..-._.... --------- = - -•81u _ _ _ -•..fit t 1 t � � 1 SH$050 Qi r � � 1 i = V) Q I � I s 12"FLAT r -- ---------- --------- ' L T J -------- --------------- BEDR OM 4 1 1 CATri � I � � i 11'-Y xE r-r 75 JYT", (2) 4 WINDOW 1 ! a a ` . ---------- ---- I SEAT "41 SEAT i 1 • __ ______-_- ----____-- ----___--- i ------- -------- -----___ _ _------ - ------------ ---------- /, 1 I I 1 1 --------- ---- --------- --------- ---- ---------- i UNFINISHED ATTIC SPACE ' ` 1 1 1 s tl1C ; I Oar TO BELOW9P CLG. v 1 i f 1 ? fn 3 f i 1 � '„'s �LL; i � 1 ■ � 1 ' i + , L_---------- __--'- __-___-__ -_-________�___ _� ----------__---__ j _____ ________ _______________�_____ __________ D,$ Ir FIAT 27M - - BATH 3 n� I r -vt 1�0 � 1 5'-"X 9'3' �'ATH®RAL i s BEDROOM 3 ! ! z zoba 1 � + 1 -------------------------------- -------------------- ` _....__.. 4020 GLIDER i s 84"A.F.F. I 1 i lir•�-7" j 32•0'a —__ -- ---.-----•--_..__-.._____._.—...___._--_..-.....__� r� '} � ___.__-__.� —.--.._._____........ -.._._.. �G•'a';��2 i _.� SECOND FLUOR PLAN i 0 SCALE: 1/4"=1'-V { � a E � a _ci � � R n AREA TABULATION MAIN FLOOR PLAN1718 SQ.FT. 02 SECOND FLOOR 584 SQ.FT. TOTAL A/C AREA 2302 SQ.FT. SOB NO, 05-61-0093 FRONT PORCH 178 SQ.FT, Marathon LANAI 108 SQ.FT. Key GARAGE 472 SQ.1 1 . SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3060 SQ.FT. PL A2.2 `. .�i r Q • � ra "7 MA sea C , 5 i ! ? t121 10'-11/8"BRG 10'-11/8"BRG ® �� $g I aCLI I t I 11 q I I � 1 I I I CL I t 71 1 8:12 8:12 13 ^ SLOPE SLOPE I I I 3:12_ n SL-OPE rir I I I I W - z '\ N -- 1d-11/8"BRG 1:11 -- ------ 13 - FIr -----------.-__._...__ L4 - --------- ---------- --------- --`J"' - --------- --_ iIle 2ND FLOOR g-1118"BAG Y• �� O INS 4=mJ _ a i 1 REM fu - < co FINK ATTIC TRUSSES .�~ - • 's; ENGINEERED FOR LIGHT . -•,fyr ... .•7: - STORAGE I ':._•-, nk .� - - ri+. R1" •• -- -------- --------- __------ - ---------- ------� RIDGE .. i 1 1 1 8.12 8:12 1 I SLOPE SLOPE _�-�- 19-11/8"BRG 2ND FLOOR 7-1118"BRG I i I t 4 _E � � .• ROOF LAYOUT � SCALE: 1/4'=1'4" ti J .r dg I 4m E C LL W L • JOB NO. 05-61`•0093 Marathon Key SHEET TITLE SHEET ROOF LAYOUT A2.3 L A r EXTERIOR ELEVATION NOTES 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. R BUILDER SHALL.VERIFY AND COORDINATE 4"FRIEZE(TYP) PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS $ REQUIRED BY CODE AND MANUFACTURERS 12 SPECIFICATIONS. 8� ASPHALT SHINGLES 4'-11/8"PLT. 0 0 W BOARD AND BATON 11 Ll � 2 x 6------� �^ SHAKE SHING bkp SIDING 4"TRIM(W) V-0"F.F. M w w ------ V M 10'-11/8"PLT .".. w � LAP SIDING - 1 n SHAKE SHING ® ® s � xF 8"BAND(TYP) V-0"FIN.FL GRADE (GRADE FrontElevation SCALE:1/4"=1'-0" x 12 fu g-11/8"PLT. ASPHALT SHINGLES fu mv j i 12 O 7 n� i SHAKE 1 ASPHALT SHINGLES ASPHALT SHINGLES 9-V F.F. 12 110 __..._.._ 1D'-11/8"PLT 8 -- - - -- 117-11/8"Ply _.. g 7-11180 PIT i 4"FRIEZE(nP) f o KELAP SIDING LAP SIDING LAP SIDING I i 4"TRIM I � A 0'-0"FIN.R 94"FIN.FL GRADE ; $ Right Elevation. �_ __� _ __Wu . __ ■r SCALE:i/4"40 ■ JOB NO. 0"1-0093 Marathon Key SHEET TITLE SHEET FRONT&RIGHT ELE'"nONS A2.4 r EXTERIOR ELEVATION NOTES ° [NOTE EXTELEVI CONDITIONS MAY VARY FOR 1 I. GRADE CO INDIVIDUAL SITE FROM THAT SHOWN. s BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 12 8 N ASPHALT SHINGLES o 9'-1 1/8"PLT. d' 3 1 - - ----•---------- e FRIEZE(lYP) 12 ± ! 12 7 W f oz I; 4"TRIM(TYP) 7 ■ p w 12 ASPHALT SHINGLES 7 j tr► C) ('-0"F.F. ASPHALT SHINGLES" IT-11/8"HEEL f 8'-1-1/8"PLT. f" 4 TRIM(TYP) 4"TRIM(TYP) 1 PL LAP SIDING (TSP) ! cc i I i _.. V4 FIN.R.lb -. ---- GRADE cu Rear Elevation au V fu 0 fu 4=J fu 4"FRIEZE(TYP) fu 4"TRIM(TYP) ASPHALT SHINGLES 9'-11/8"PLT. 0 i 12 i 71 ASPHALT SHINGLES ' i LAP SIDING i IW F.F. ' lU'-11/8"HEEL14'-11 /8'PLT � 8'-11/8"PLT. ,� g LAP SIDING 1 .0 0 LAP SIDING s Li r i 0'-0"FIN.R. ��_..._._ a-0 �N� T � GRADE GRADE a a ■ ■ JOB NO. 06-Bl-m Left Elevation- Marathon SW:1/14"=1'4r Key SHEET TITLE SHEET REAR$LEFT ELEVATIONS A2,5 L 6A Its a oil SHELF @ 80' Ln l i up, a 1'9'CA IINET 1'9" BINET _At 45" 450 ._.._._.. 90 _ 1 s ° en m I 1 EE=111 o MASTER BATH g1 _. 44.1 scau�: u2°=r-o� 1 0 0 1 !2 Q 0 0 1 FIREPLACE i t FINISH BY I BAILORfu - } , ■ 1' -- ! . ° 7V SPACE a ' i to #3.BATH 2BATH GREAT ROOM BUILT-IN -31: _......._. — ----------- _ ...... _ _ - ._... _ -- __. i �r ''_......._-._._�.----`_.--_-- -._.._.�_-- .'.__._..._._,_......_.._._ ^_......_....-_-.__._�_...__._.Vit__..--"_._- _...._....... t ------------- Y a MICRO Tx-, r REFi O f � � I �_ - - - - - RANGE _ ._ _. _. ._. - - w - • JOB NO. 05$1-0093 n, i � / Marathon j Key C 4 i SHEET TITLE, SHEET 5" 2`-oo 3-3" INTERIOR --------_.._...----..------ ----_._T._.__.._�_�r—___—......_.__....__.....-�•_---.........._...__...--�-. _..�._..._..� _veELEVATIONS .. A2°6 ELECTRICAL KEY pp'A IN071~ELECSYM] lit Y f$ SINGLE POLE OUTI ET E DUPLEX CONVENIENCE OUTLET $ c a PU DUPLEX OUTLET ABOVE COUNTER in 3 PCEw, WEATHERPROOF DUPLEX OUTLET g 15 �$ GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET !—,�i # ® SPECIAL PURPOSE OUTLET/.JUNCTION BOX DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWLTGII 3 THREE-WAY MITCH F"►-4 FOUR-WAY SWITCH o I�+-R RHEOSTAT SWITCH c� I++► DIMMER SWITCH DM D QQ REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE (� - RECESSED INCANDESCENT LIGHT FIXTURE W4 I RECESSED ADJUSTABLE EYEBALL — = INCANDESCENT LIGHT FIXTURE �} INCANDESCENT LIGHT FIXTURE 1 `0' PC WITH PULL CHAIN EXIT LIGHT Q EMERGENCY LIGHT 1 FLUORESCENT LIGHT FIXTURE L7 FLUORESCENT LIGHT FIXTURE T WITH PULL CHAIN TRACK LIGHT (� EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) UNDER CABINET LIGHTING EXHAUST FAN WITH HEAT LAMP F v 22 (VENT TO EXTERIOR) r, CHIMES P8 PUSHBUTTON SWITCH ima I( SMOKE DETECTOR S �.i ® a a 1 I I HEAT DETECTOR ® CO2 DETECTOR 1 FLOOR PLUG TO BE 1 #PLACED BY�� i Q THERMOSTAT 1 \ Z SPEAKER GFI �'- % i i i p PHONE(1-CAT3) I 1 i• 1 DDC i i 11 DDC(i-CATS, i-RG6) MDC(2-CATS,2-RG6) i 11 `; !1 \� �-\_ .••�' i i 1 I I j �•� %• .� j � ELECTRIC METER � ••� � � GM 1 i � � I I .•� � \ � i � � _� ELECTRIC PANEL . - -- �� %� l� ! �� i i ii i ;�` 1 1 \� CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) L WP At __ TAE _ -- � � �' n+ .r. �- � .—._ �/ CEILING FAN/LIGHT PREWIRE ' - �I `•� —r, TILE ., �' -.-• ______ -__ --_ �./- �.� (PROVIDE ADEQUATE SUPPORT) GFI - _._._•--'�-! TILE CARPET ------- ------- ------_- ! \ ECH ELECTRICAL NOTES: 3 _ -_� z...... �;` :��. ,5i ..._._—•..' ;' _._._._._.�._.� SEGJRITY PANEL ;• .�_� LEc� t • +. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE }. DETECfQRS A5 REQUIRED BY NATIONAL FIRE -;� =�_,; _i'r. '�i I 1 I _•i - -- \.` j Jr L LTAGE - PROTECTION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OFALLGOVERNINGCODES "•� .„l;.z f ,�! ` i -- -------------�-- ---__-_ �1 PROVIDE AND INSTALL GRWNDD FAULT •1•-' - •,•r•:.�.-,.�'.', , .• 2. CIRCUIT INTERRUPTERS (GFT)AS REQUIRED BY ® DDC ! 1 NATIONAL ELECTRIC CODE(NEC)AND MEETING THE I I TILE CARPET REQUIREMENTS OF ALL GOVERNING CODES. . ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT Ti :; , "„::r,,. .: i •�' G i I i 1 i �•�.`'�.\ i 4, LOCATIONS. �- s•:`- 1 �•—._.— j i j % 1 '� .• ; / ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. y. ..— \ i' S- FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY :�_.;; .`.•� :--•+�.•:"_�- \ � I i SUMP PITS, BRAIN TILE SUMP,AND WATER HEATERS) �. 22D I i ~''�.-.-�' • �. ! ARE SUBJECT TO RELOCATION DUE TO FIELD Q CONDITIONS. CARPET fILE UNDER CABINET LIGHTING t �.: 1••; - ..` I �.--�.� K: O ► ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER .......... 48”TO CL WALL OUTLETS OVER COUNTER ....... 48"TO CL REMAINING SWITCHES ..... 48"TO CL t WALL OUTLETS 16"TO CL GF10 BATH VANITY BRACKET OUTLET - i (1"ABOVE TOP OF MIRROR) ...... 88"TO CL DDC WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............. 16"TO CL TELEVISION OUTLETS .............. 16"TO CL EXERIOR GFI OUTLETS -.__. _ ____._ •-_-----_-_____ 16"TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT ......... 84"TO CL � GARAGE DOOR COACH LIGHT, 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL x DINING AND BREAKFAST FIXTURE ..... 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM OF FIXTURE z THERMOSTAT ................... 54"TO CL A DOORBELL CHIMES ........... 84"TO CL w o MAIN FLOOR E DOORBELL BUTTON Rte,DL.E KITCHEN WALL HUNG MICROWAVE SCALE: 1/4"=1'-0" OUTLET 76"TO CL LL g? KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK ti g� KITCHEN RANGE .................. 24"TO CL �.•: q. � �,- KITCHEN REFRIGERATOR 48"TO CL pmp WASHER/DRYER OUTLET ............ 48"TO CL • JOB NO. 05-BI-009.3 CL=CENTER LINE 1 = FIELD VERIFY Marathon 2=MASTER BATH STANDARD 30"HIGH Key VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 a