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HomeMy WebLinkAbout6272 Abbott Station Dr2ND FLOOR C LG. HT. —M�--- d' TOP OF SUBFLOOR —� - TOP OF CMU WINDOW HEAD ---- HEAD HEIGHT CAP SEE 0 I o ?, F. F. --&- 2ND FLOOR CLG. HT.—i4-`k----- TOP OF SUBFLOOR-- TOP OF CMU --�- - WINDOW ---- HEAD HEIGHT CANTIL SEE S 0 I o� F.F. —$ *—* -- v vV I \J V!1 I L R GHT SIDE ELEVATION SCALE 1 /4"=1 '—O" FRONT ELEVATION SCALE 1 /4"=1 '-0" NG ON ZE ou M i N M vi., y �ZJ� I ► A., c� E--� o Z� 2el t���P��� pwcJ-j cn� O� QN LL > _ Z Lu Lu E Df0 INDEX OF SHEETS B1 FRONT/RIGHT SIDE ELEVATIONS, INDEX B2 REAR/LEFT SIDE ELEVATIONS B3 FOUNDATION, DETAILS B4 FIRST FLOOR PLAN, NOTES B5 SECOND FLOOR PLAN, NOTES B6 SECOND FLOOR FRAMING B7 BUILDING SECTIONS, STAIR SECTIONS B8 WALL SECTIONS, DECK DETAILS B9 ROOF PLAN B10 FIRST FLOOR ELECTRIC/HVAC KAN B11 SECOND FLOOR ELECTRIC/HVAC PLAN l 1 F-1 � W Lo Lo t mC\2 Z W w co �:)a� U Lo WW mx� W co W w V7 F-� O W cu _O C L.L N 'o .0 E " CD - CD (B 0 = ccn J W (u C m Q N C7 N CD a� c c C c (D -0 0 co z o cn co U 0 �co 'cu aS xco E o a o) U co a c cp W �•a�� oa -c O m E'' Ll! C� Q M z J co 0 J J J LL co cn U O = Li W = O J CL c/) LLJ N F- C�n/ LL UW cl 1 m 00 � m W M O Q rn rn w- C3 c i z cn o w °O 0 J Q J J W Z W C� REVISIONS: Issue Date: 11/28/11 ELEVATIONS J 2ND FLOOR CLG. HT._�`�--- 0 00 TOP OF SUBFLOOR-- TOP OF CMU --�- - WINDOW ---- HEAD HEIGHT 0 0 F. F. --&- *I k —. HARDI-PLANK SIDING —� ON 2X6 STUD WALL M i N M 12 6 p LEFT SIDE ELEVATION SCALE 1 /4"=1 '—O" L� 30 YR. ARCH. ASPHALT SHINGLES 12 Q 6 MEN OEM MEN �EN MUM EN ALL INSET 1'-0" —� ----------=---------- W/TRIMMED OPENING -SEE WALL SECTIONS SH 24 DECORATIVE WOOD GATE STUCCO ON 8" CMU WALL REAR ELEVATION SCALE 1 /4"=1 '-0" -PLANK SIDING ON TUD WALL LEVERED PORCH- SECTIONS/DETAILS ON 0 0 0 0 7V F••�� co i- W c� � • � coCC) �acc wco .� o W m w �' Na � o w ca �_. ai _o c � � m N Q o W Q c o cn U� ca c rn o N N cm =3 c a� c C c �-c•o cu z cil o Zko `ccu N x cc •�' •Q ai � E 700 a V 0 U co >+ c rn -�4 W xa 3 E' W N C� Q M Z J m _J J J � L.L mLij Q J U O m: U W = J CL (n W N 2 H U) w Z � NJ To M O M W U Q � Q j H a- ce) Z (!) v- O w co U C7 J Q J J W Z W C� REVISIONS: Issue Date: 11/28/11 ELEVATIONS ENGINEER'S NOTES 1. ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES. 2• ASSUMED SOIL BEARING CAPACITY TO BE 2500 PSF. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. 5. CONCRETE . MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI. 6. SLAB ON FILL : INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH 5X6 10/10 WELDED WIRE MESH. 7. LUMBER 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70. 6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATION. STRUCTURAL LUMBER MBE TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. 8. TERMITE TREATING : SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0" BEYOND THE PERIMETER LINES OF THE BUILDING. 9. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR. 10. 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/ CONSTRUCTION ADHESIVE AND NAILED W/ 5-#16D COMMONS 16" O.C. 11. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. 12. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED. FOUNDATION NOTES 1. THIS FOUNDATION PLAN WAS DESIGNED BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF (MIN.) CONTRACTOR MUST VERIFY AND COORDINATE ALL SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION REQUIREMENTS. 2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE -CONSTRUCTION TERMITE TREATMENT. 3. FOUNDATION (3)I #5 REBARS ON I ROD CHAIRS, SPACED NO CONCRETE FOOTING 0 C. FILLED CELLS WILL BE VERT. #5 RODS IN ALL CORNERS AND BESIDE EACH MASONRY OPENING. THE MAX. SPACING FOR ANY FILLED CELL WILL BE 6'-0" O.C. ALL RODS MUST BE BENT AND TIED TOGETHER WITH A MIN. LAP OF 25". SEE WALL SECTIONS. #5 VERT REBAR IN GROUT FILLED CELL, CONT. TO BOND BEAM, @ GIRDER TRUSS ABOVE, SEE 2ND. FLOOR FRAMING PLAN 0 I 0 I N m In I ivivivvu i ni,, �,vrv-,,. rvv i irvv W/ 2 #5 REBARS CONT. SPACED 6" O.C. ON 3" HIGH CHAIRS 2 MONOLTHIC FOOTING B 3 SCALE: 1 /2"=1 '-0" 8" CONCRETE BLOCK WALL - TYP. 1" DOW BLUEBOARD INSUL. OVER J" P.T. FIRRING STRIPS (POLYFILM OVER FIRRING), FINISHED W/j" GYPSUM BOARD STUCCO FINISH WOOD BASEBOARD - TYP. 4" 3000 PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM OVER 6 MIL. POLY VAPOR BARRIER OVER CLEAN COMPACTED, TERMITE TREATED SOIL. FINISHED GRADE TO BE FIELD DETERMINED SLOPE TO DRAM_ 12"X24" FOOTING WITH (3) #5 REBAR CONT. ON 3" HIGH CHAIRS #5 VERT. REINFORCEMENT IN CONT. FILLED CELL, OVERLAPPING #5 STD. HOOKED FOOTING DOWEL 25" MIN. #5 STD. DOWEL W/6" HOOK INTO FOOTING 24 TYPICAL FOOTING DETAIL SCALE: 1 /2"=1 '-0" 60'-0" 26'-0" 8'-0" 26'-0" , �•�,/'I , I , I I I , 1 1 1 1 I `� I ,' 1 ■ 4" CONCRETE SLAB WITH 12" DEEP MONOLITHIC FOOTING, BREEZEWAY ONLY 0, z{ I I I I F.F. ELEV. -4.0„ I I I ,' 1■ I ■I I I i BREEZEWAY I CONCRETE 1 I _ I I ii I �0i I I olI I D! I I I z! I I _ I I � I I I I I I 6'-4" H.B. --------------------------------------------------------- ----- ■ ■ ■ WINDOW ■ ■ � o -------------- ��! ------�I____-------------------------------------- - F-' - --- --------- �i if i ----- ------------------ ` \' i 1 1 AHU I I iLjL JI I I L------------------. I I \ I INSTALL DRAIN LINES ■ I,;: �; ! I FOR AHU & WATER HTR. I lot ol j I I r-------� 1 L-------� I I I I I 1 j I I I 1 I l r--------� OMCE A ------- I I I I L-------� I i 1 F. F. ELEV. 0.0 I I I I I I■ I I I I LF--------I I I I 1 I I I I I I I I I I I 1 I I � I I I I I I I I I 12"X24" FOOTING WITH (3) #5 I REBAR CONT. ON 3" HIGH CHAIRS I � I I I I I I H.BI I I I ■ L ■ WINDOWa _ ■--------------- - - - - DOOR- ----�WINDOW- --� I I 1 —I I I ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY, U.N.O. j 4 UNAIN IU JtWtN I I I I I I J, 7'-10" F-------------------- r---------------------------------------------- , ■ ■1 WINDOW 1 ■ ■ ■ ■ ---i' ------- ---------------------------------------------- -- q iiI I AHU I I i i I ■ -- ■ --------------- ! ! I j --' I 3 Ili I i 0 I of 1011 I I I `� ■ I I ■ I `� I I � I I � I I I � I I ` I I I . I I � I I � I I ` I I ` I I � I I � I I ` I I � I I . I I ` I ■ I 1 I ■ I I li I iol I I 1{pi I liz I I i I i■ I ■� I I I I FUTURE I I I I 0MICE B F.F. ELEV. 0.0 i i ■ 1 I I I I I I I I I 1 I I I 1 I I I I � � I I � I I I 0 I ■ I 1' 1 1 � I I 1 � � I I I I I--------------------------------------------------- I -------------- ----------------------------- ■ WINDOW __ -------------------- , _LWN■ I�W__ �■ ■ 1 FOUNDATION PLAN B 3 SCALE: 1 /4"= 1 '-0" 4" DRAIN TO SEWER I I I I I I J, ■ DENOTES #5 VERT. REINFORCEMENT IN GROUT FILLED CELLS AT 6'-0" O.C., OVERLAP STD. HOOKED FOOTING DOWELS 25" MIN. H.B. COE DENOTES HOSEBIB LOCATIONS I I I I I = I � I 1 I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I— I I I I I I IDI" I I — a 0I 00 #5 VERT REBAR IN GROUT FILLED CELL, CONT. TO BOND BEAM, 0 GIRDER TRUSS ABOVE, SEE 2ND. FLOOR FRAMING PLAN co cq t- �L) �cq ~ A W w co �� o w ko co x W m W� IN W cm �= :2 vi _O 4— v cu O w ca. N N cu c m Q a) o o CV cr C U j .� � � c CID -a o CU U �O z� c N xw m � 0 U U1 O m W NT (V (D Q M Z J cy) J J LL Ca J_ U O = LL LL W O J fly W N 2 U) W LU Z �_ m co W cM O Q Q =) cy) M Z O W °O U CD J W _J W Z W 0 REVISIONS: Issue Date: 11/11/11 FOUNDATION PLAN 1 1 /2" outside diameter) TOILET ACCESSORIES SECOND FLOOR LIVING SPACE 3/4" MIN. MAXXON UNDERLAYMENT OR GYP—CRETE 3/4" T&G PLYWOOD, GLUED & SCREWED R-13 BATT INSULATION, MIN.—J 16" DEEP OPEN WEB FLOOR TRUSS 1/2" RESILIENT CHANNELS @ 16" O.C. PERP. TO TRUSSES J" TYPE 'X' GYPSUM BOARD FIRST FLOOR TENANT SPACE FLOOR/CEILING ASSEMBLY SCALE 3/4"= 1 '-0" 1 HOUR — U.L. DESIGN Nos. L518, AND L530 & L531 WALL_ LEGEND TYPE DESCRIPTION 2X4 INTERIOR STUD WALL 2X4 INTERIOR STUD WALL W/BATT INSULATION 2X6 EXTERIOR STUD WALL W/BATT INSULATION 8" CONCRETE BLOCK EXTERIOR WALL 0 ® AREAS (SQ. FT.) MEASURED TO THE OUTSIDE OF THE WALL FIRST FLOOR OFFICE UNIT A - 1040 OFFICE UNIT B - 1040 OFFICE TOTAL - 2080 SECOND FLOOR LIVING UNIT A. - 1040 LIVING UNIT B. - 1040 2 PORCHES - 156 LIVING TOTAL - 2236 BUILDING TOTAL - 4316 WALKWAY/STAIRWELL - 300 TOTAL UNDER ROOF - 4616 diameter) FIRST FLOOR PLAN SCALE 1 /4"=1 '-O" U W Lodi coCQ w co a� �U)� ° w W LO 00 a w Mw Na a Z O W E-4 cu c o a � oa�E r � a O c W c � n ag o N cv c � N N N L Q y-+ ca c-� U O .C O cp .CN a co � E o '� a) o0 U � ID .� 0 m E- W N C� Q M Z J co —j J J L.L LU 0o Y J U O � W, W = O _j a- W N W W Z 5 m 00 OO W cM Q C� M z cf) 00 O w U (� J Q J J W � Z W 0 REVISIONS: Issue Date: 11/28/11 FIRST FLOOR PLAN SECOND FLOOR LIVING SPACE 3/4" MIN. MAXXON UNDERLAYMENT OR GYP-CRETE 3/4" T&G PLYWOOD, GLUED & SCREWED R-13 BATT INSULATION, MIN. —J 16" DEEP OPEN WEB FLOOR TRUSS 1/2" RESILIENT CHANNELS ® 16" O.C. PERP. TO TRUSSES J" TYPE 'X' GYPSUM BOARD FIRST FLOOR TENANT SPACE FLOOR/CEILING ASSEMBLY SCALE 3/4"= 1 '-0" 1 HOUR - U.L. DESIGN Nos. L518, AND L530 & L531 WALL LEGEND TYPE I DESCRIPTION 0 1 2X4 INTERIOR STUD WALL 2X6 EXTERIOR STUD WALL W/BATT INSULATION 8" CONCRETE BLOCK EXTERIOR WALL CONT. BOLTS 1 ALL EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY, U.N.O. SECOND FLOOR PLAN SCALE 1 /4"=1 '—O" 0ED RODS OR HURRI ROM CORNERS & 8'-0" �R WALLS ONLY M-�-1 co CQ co 00 w a4 .� C) W cox� W � w �' a o w cu o a� E 0co v W c n U ca c o� Q,a�o N E o L CD CID .� a U W c N -p O z o C U 0 F C N co4>, a 0-co F_Eo a o U U1 , >+ W 0 Q, -0 . 0 m E" W N co Z _J co J Lj- ui m Y J V LL L w = J 0- U) W cf) Of H W W Q J � � m 00 M M O Q Q CF) ce) Z � � O W 00 U CD J Q J J W �2-7 W C7 REVISIONS: Issue Date: 11/28/11 SECOND FLOOR PLAN STUD WALL, SHEATHING & SIDING - SECOND FLOOR METAL FLASHING 1X DECKING BOARDS 1 1'= 10Y2" _�_ TOP OF DECK \— 2X8 SYP DECK JOISTS @ 16" O.C. 2X8 SYP LEDGER NAILED W/SIMPSON SDS WOOD SCREWS © 8" O.C. 2 ROWS STAGGERED SIMPSON LUS28 JOIST HANGER @ EACH END PROVIDE 2X BLOCKING BETWEEN FLOOR TRUSSES FOR NAILING LEDGER BOARD 16" FLOOR TRUSSES 8" CMU WALL, FIRST FLOOR 2 DECK SECTION/DETAIL B 6 SCALE 1 /2"=1 '-0" 3/4" MIN. MAXXON UNDERLAYMENT OR GYP-CRETE 3/4" T&G PLYWOOD, GLUED & SCREWED R-13 BATT INSULATION, MIN. -J 16" DEEP OPEN WEB FLOOR TRUSS • �1/2" RESILIENT CHANNELS ® 16" O.C. PERP. TO TRUSSES J" TYPE 'X' GYPSUM BOARD FLOOR/CEILING ASSEMBLY SCALE 3/4"= 1 '-0" 1 HOUR - U.L. DESIGN Nos. L518, AND L530 & L531 HETA12 ANCHOI HETA1 ANCH( GROUT FILLED CELL W/1 #5 REB, SEE FOUNDATION PLAN SIMPSON HETA24, ONE EA. SIDE OF GIRDER TRUSSES 16" DEEP OPEN WE 24" O.C. INSTALL MANUFACTURER'S S' TRUSS MANUF. TO GIRDER TO TRUSS TYP. n I-A\I /n\ nV1!\ c \I In C`AU/AI I L ULLI Vr LIV 71LU I LVVI\ I I\VJJLJ I V PROVIDE 6'-0" CANTILEVER SEE JOIST MANUFACTURER'S SPECIFICATIONS SECOND FLOOR FRAMING PLAN SCALE 1 /4"=1 '—O" 12 TRUSS OR-TYP. ROUT FILLED CELL W/1 #5 REBAR CONT., EE FOUNDATION PLAN MPSON HETA24, ONE EA. SIDE OF GIRDER ZUSSES IA12 TRUSS ;HORS-TYP. S MANUF. TO JEER ADEQUATE =R TO TRUSS JECTIONS - TYP. H co c W Lo Lo d� A �00 W E4 `.. w H w LO co In Na a 0 W I I I I I I I I (u I '0 �_ �I "� Q I W C +N-� CA CU C O Q N O � � O _ 04 -.� • � C I Q••- I C U.22 I a c 0 -p 0 =cu -0 z 0 l� U cO Z ko CO C CV Ili 00 E 0 o0 U vn >+ O W (D� a 0 m E.-1 W N C7 Q M Z J M cl J J J > !L CO Y J U 0 2 LL LL j 2 J W N H W W 5 m 00 W M Q� Q a7 C�1 c Z C/) O LU °O U C7 J Q J J W Z LU CD REVISIONS: Issue Date: 11/11/11 SECOND FLOOR FRAMING PLAN B6 PRE-ENGINEERED TRUSS SYSTEM, SEE TRUSS DWGS. PTD. EXT. BOARD CEILING FIN 8" FIBERGLAS COLUMN INSTALLED PER MANUF. SPECS, 42" GUARDRAIL W/PICKETS SPACED 4" O.C. MAX. (A 6" SPHERE SHALL NOT PASS THRU ANY PICKET SPACING) 12" PRE-ENG. FLOOR TRUS! PTD. EXT. BOARD CEILING FINIS BUILDING Scale 1 /4=1 '-O" SECTION R30 (MIN.) INSULATION IN ATTIC, ALTERNATE: ISONENE FOAM, SEE VENTILATION NOTES: WALL SECTION 2/B8 OF PLATE -+- TOP OF SUB -FLOOR -$- TOP OF PLATE KIM TOP OF SLAB m STAIR SECTION Scale 1 /4=1 '-O" - -$- TOP OF PLATE - -4- TOP OF SUB -FLOOR - -+- TOP OF PLATE OF SLAB OPNG. W/SLOPED SILL RDI-BOARD TRIM, SEE TIONS AND WALL DNS EXT. GRADE SHEATHING, EA. SIDE -PLANK SIDING, EA. SIDE 0 H � C�W Lo Lo d� In ~ ACo 00 Lo W � 1--I W W Co x Ix W � 00 W �' Na a O W Ca a O _c � a) — oa) a r CU 0 =3 W C � N CU C m Q a) O O CN Cr La CD O C N C CD-0.0 = z C C o rl- CD U CoLO CU N ao _ CD � E 00 a a) 00 U U1 a)� a -C- 0 m E4 W N 0 Q M z J M 5 J J J LL m Y J_ U O = LL W J 0- C/) W N I- Cn C0 w W W Q m 00 a) W C'7 O Q Q F- C� M z cn o W °O U O Q J J W Z W C7 REVISIONS: Issue Date: 11 /28/11 BUILDING SECTIONS BUILDING SECTION Scale 1 /4=1 '-0" TOP OF SUBFLOOR PRE-ENGINEERED TRUSS SYSTEM, SE TRUSS DWG MTL. DRIP EDGE OVER 1 X FASCI 2X SUBFASCI CONT. VENTILATED SOFFIT W/ALUM. FASC CROWN MOULD & JX8 FRIE2 SIMPSON H 10 @ BEAM TO TRUSS CONE TRIP. 2X10 S.Y.P. BEAM W/J" SPACER SIMPSON LPC6 POST CAPS (OR APPROVED EQ ATTACH PER MANUF. SPEC`. PTD. EXT. BOARD CEILING FINIS 4X4 TRTD. WOOD POS" 8" FIBERGLAS COLUMN INSTALLED PER MANUI SPEC`. 42" GUARDRAIL W/PICKETS SPACED 4" 0.( MAX. (A 6" SPHERE SHALL NOT PASS THR ANY PICKET SPACINC MEMBRANE DECKING, SLOPE J" PER FOC SIMPSON MST STRAP TO CONNECT COLUMN T FLOOR TRUS " EXT. GRADE PLYWD. DECKIN FLASHIN, CHAIR RAI 1 X6 TRII 4" SHEATHIN, 1 X TRIM OVER SHTHC 12" PRE-ENG. FLOOR TRUS PTD. EXT. BOARD CEILING FINIS `fA-r r.I. VVV. L)\/-\l.r\CI PORCH SECTION Scale 1 /2=1 '—O" E ROOF PLAN FOR TRUSS TO STUD WALL CONNECTIONS IMPSON SP1 @ EACH STUD BL. 2X10 HDR. W/1/2" PLYWD. SPACER BL. JACK STUDS ?X4 STUDS @ 16" O.C. IMPSON SP2 @ EACH STUD X4 P.T. SYP PLATE 1 (2) 2X10 SOLID SAWN SYP W/Y2" 'OOD SPACER ATTACHED W/SIMPSON 10 JOIST HANGERS AT EACH END ATTIC INSULATION ALTERNA ISONENE FOAM. (NO AT VENTILATION REQUIR W/ISONE PROVIDE OFF —RIDGE RO VENTS FOR ATTIC VENTII W/FIBERGLAS BATT INSL TOP OF PLATE WINDOW HD HT. 1 /2" GYPSUM WALL BOARD WOOD BASEBOARE " GYPCRETE OR J" MAXXON UNDERLAYMENI " PLYWD. T&G SHEATHING GLUED W/CONST. ADHESIVE & NAILEE W/8d SPIRAL NAILS @ 4" ALONG EDGES & 6" ALONG INTERIOF SUPPORT TOP OF SUB -FLOOR --- - SPLICE PORCH TRUSSES TO MAIN FLOOR TRUSSES FOR 6'-0"+/— CANTILEVER, SEE TRUSS MANUF. DRAWINGS FOR OVERLAP LENGTH & BRACING REQUIREMENTS TOP OF PLATE -�-- 16" DEEP FLOOR TRUSSES @ 24" O.0 8" TYPE 'X' GYPSUM BOARD ON 1 /2" CHANNEL R-13 BATT INSULATION, MIN 4" SLAB OF 3000 PSI CONCRETE (OR 2500 PSI FIBERMESH) WITH 6"X6" #10/10 WWM OVER 6 MIL. POLY VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. TOP OF SLAB #5 REINF. ROD W/MIN. 25" OVERLAP & 6" HOOK INTO FOOTING. SEE FOUNDATIOI\ PLAN FOR LOCATIONS CONC. FILLED U—BLOCK W/1 #5 REBAR, HORIZ., 2 TY P . WALL SECTION CONT. EACH WAY B g Scale 1 /2=1 '—O" #5 VERT. REINF. ROD CONT. TO BOND BEAM ARE —ENGINEERED TRUSS SYSTEM, SEE SUSS DWGS. iO ' (MIN.) INSULATION IN ATTIC CDX PLYWD. SHEATHING NAILED /81D R/S NAILS 6" O.C. ON EDGES & 1" O.C. IN FIELD. USE J" STEEL _YCLIPS, #15 FELT AND 30 YR. ARCH. iINGLES 1 1»0ZelaWi]N21arxi091.01mwe V, I INT. VENTILATED SOFFIT W/ALUM. FASCIA �PSON H10 (OR CONTRACTOR APPROVED UAL)TRUSS ANCHOR (905LB. UPLIFT RATING) ALL TRUSS TO WALL CONNECTIONS, UNLESS ECIFIED OTHERWISE �SHING X6" TRIM ;6 MIN. HEADER OVER ALL WINDOW & )OR OPENINGS '1GLE-HUNG WINDOWS RATED FOR 0 MPH WINDZONE X6" WINDOW TRIM 9 (MIN.) BATT INSULATION IN 2X6 STUD ,LLS CDX (OR APPRVD. EQ.) SHEATHING, FASTEN W/ADEQUATE SHEAR ALL NAIL PATTERN v PSON SP 1 & SP2 STUD PLATE TIES, TOP & BOTTOM OF EA. UD. HURRI-BOLTS OR THREADED RODS CAN BE USED INSTEAD PLATE TIES, INSTALLED 12" FROM CORNERS & 8'-0" O.C. IN TERIOR WALLS ,RDI-BOARD LAP SIDING ASHING 12 FRIEZE BOARD, BACK PRIMED AND PTD. OR HARDI-BOARD v PSON HETA12 TRUSS ANCHOR '8 P.T. PLATE NC. FILLED U-BLOCK W/1 #5 REBAR, HORIZ., NT. EACH WAY ECAST LINTEL BEAM AT MASONRY WALL ENINGS ABOVE WINDOWS & DOORS CONCRETE BLOCK WALL - TYP. UCCO FINISH VISHED GRADE TO BE FIELD TERMINED P. 12"X24" FOOTING WITH (3) #5 BAR CONT. ON 3" HIGH CHAIRS 1--1 Co �12 � W LoLo"t mN wCo � zap �J o w H Lo � Co w �' �+ N ►4 a w cU FL o ) m a c o Q W c n to n(D o o Co N c a� c 0-0 o :=Co -0 z o►ko c o to Co N E o 0 U u1 , c CmW CD C- p m E., W N C� Q Co Co 0 _J J J > LL m LU Q J U O LL_ W = J c/) W N U) w LL1 z C) 5 m 00 O W Co Q = rn CY c i z U) r' O LU °O U (D J Q J J W > z w 0 REVISIONS: Issue Date: 11 /28/11 WALL SECTIONS B8 6 2X4 CROSS -BRACING © RIDGE 20'-0" MAX F ` �\ -- -- ci w - - - - 6 - = O x Q Q a � _ - - �\ -I Q \� -- -- - ^I a m I Q ------------ i � d w SEE TRUSS MFR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. REQ. MINIMUM TRUSS BRACING 2X6 #2 SYP VALLEY FRAMING 0 2'-0" O.C. 2X8 #2 SYP RIDGE BEAM PLYWD. SHEATHING �- TOP/BOTTOM CHORD END BRACING 0 48" MAX. FOR THE FIRST OF TRUSSES w �— CONT. BOTTOM CHORD BF (1 "X4" MIN.) 0 10'-0" t TRUSSES BELOW SHEATHED PRIOR TO VALLEY FRAMING INSTALLATION OR 6'-0" O.C. TOP CHORD SIMPSON VTC2 VALLEY CLIP ® EA. RAFTER, TYP. VALLEY FRAMING DETAIL SCALE: 1 /2" = 1 ' -O" SIMPSON H10 OR APPR' AT TRUSS TO TOP PLAT CONNECTIONS, TYP. 30 YR. ARCHITECTURAL SHINGLES, FL 85 OR E( USE CONT. THREADED RODS BOLTS 12" FROM CORNER`. O.C. EXTERIOR W, SIMPSON LGT2 OR EQUI GIRDER CONNECTIONS, I MANUFACTURER'S SPECII WIND. DESIGN INFORMATION 1. Wind Speeds of 110 MPH (ENCLOSED) -68.3 )N (FORM AF'HKVU. LU. HIN .Mll JVIV ii,v vn nl i INVU. JACK CONNECTIONS, EQ. HIP JACK CONNECTIONS, TYP. TYP ROOF PLAN SCALE: 1 /4"=1 ' -O" ALL WOOD CONNECTOR ANCHORS BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT, FL 474. TRUSS MANUF. TO PROVIDE SEALED TRUSS DRAWINGS, INCLUDING BRACING D ETAI LS LY GIRDER -ENGINEERED TRUSSES, INSTALLED 14" O.C. PER MANUFACTURER'S CIFICATIONS CONT. THREADED RODS OR HURRI TS 12" FROM CORNERS & 8'-0" EXTERIOR WALLS ONLY 'SON LGT2 OR EQUIV. ® EA. )ER CONNECTION, INSTALL PER UFACTURER'S SPECIFICATIONS 1-�-1 co N w Lo Lo d� •coN CO 00 Ewe cn .� O GQ � LOCO z �, w w co cl Na 0 w co LL- (D o 2_ a) r a c CL W c � N cc c m Q0o N E O CV •� cp � � U c C O = z o CU c o �c cu N Woo m Cam.) OVCD O m Ei W N U Q cM Z J CO -J J J LL m Y J U 0 � LL � � U LU J 0- 00 W N 2 t— W LU Q n J � r m 00 M W co O Q Q � � co Z � � O W °O U (' J Q J J W � Z W C7 REVISIONS: Issue Date: 11 /28/11 ROOF PLAN B9 LOAD SUMMARY (OFFICE) i, SHORT CIRCUIT CALCULATIONS: 32637 (Worst Case) SC = 1 + 2(100)(32637) (26706)(240) I SC = 16,170 AIC ® Riser 150/2 MB 150/2 MB 0 150/2 MB EZ METER-PAK 120/240V 10 3 Wire SN M LO Terminal Box 0 150/2 MB (3)500,2.5"C. 1/0 Cu Extend to water pipe & building steel per NEC 250. Minimum (2) 10'x5/8" Ground Rods (2)1 /0,1 /0 RISER NITS DIAGRAM ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE,LOCAL ORDINANCES AND POWER COMPANY REGULATIONS. SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE INSURANCE, AND HAVE A CURRENT COUNTY OCCUPATIONAL LICENSE. SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,. LABOR AND MATERIAL, EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS. CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2 OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS." ALL SLEEPING ROOMS AFCI RECEPTACLES IN ALL SLEEPING ROOMS PER SECTION 210.12 OF THE NATIONAL ELECTRICAL CODE 2002 EDITION. 210.12 ARC —FAULT CIRCUIT INTERRUPTER PROTECTION. (A) DEFINITION. AN ARC —FAULT CIRCUIT INTERRUPTER IS A DEVICE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. (B) DWELLING UNIT BEDROOMS. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15- AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. 440.65 LEAKAGE CURRENT DETECTION AND INTERRUPTION (LCDI) AND ARC FAULT CIRCUIT INTERRUPTER (AFCI) SINGLE-PHASE CORD -AND -PLUG -CONNECTED ROOM AIR CONDITIONERS SHALL BE PROVIDED WITH FACTORY -INSTALLED LCDI OR AFCI PROTECTION. THE LCDI OR AFCI PROTECTION SHALL BE AN INTEGRAL PART OF THE ATTACHMENT PLUG OR BE LOCATED IN THE POWER SUPPLY CORD WITHIN 12 INCHES OF THE ATTACHMENT PLUG. PANEL "A" SCHEDULE (B SIMILAR) 22,000 AIC SERVES LOAD B/P CKT B/P L A DI SERVES 0A 0A OB Lighting 600 20/1 1 2 20/1 900 Receptacles 600 20/1 3 4 20/1 900 I Condenser A (#10) 2024 30/2 5 6 20/1 1500 Copier 2024 7 8 20/1 900 Receptacles Air Handler A (#8) 4200 40/2 9 10 20/1 1500 4200 11 12 20/1 1500 Water Heater 1250 20/2 13 14 20/1 90 1250 15 16 20/1 900 Spare 20/1 17 18 20/1 Spare Space 19 20 20/1 600 Sign 21 22 20/1 Spare 23 24 20/1 1 Sub —Total 8074 8074 48D0 4800 Total 2874 1287 25748 - 112 Amps Connected 1 22D00 — 96 Amps Demand Notes: 150A MB 120/240V 10 3W SN DESCRIPTION GENERAL LIGHTING 1040 Sq. Ft. @ 3 Watts per Sq SMALL APPLIANCE LOAD 2-20A ckts @ 1.5 ea. _ GENERAL RECEPTACLES 31@180 COPPIER WATER HEATER HVAC TOTAL 1-AH w/Heat = TOTAL CALCULATED LOAD Calculated load for service size is 24.1 kW divided by 230V = 105 Amps. CONCRETE PAD CONCRETE PAD FIRST FLOOR SCALE: 1/4 _1'-0" ELEC. PLAN 150A SERVICE. Ft. = 3.1 3.0 5.6 1.5 2.5 15.7 8.4 24.1 I--1 00 CQ t- �W LoL� 00 a a4 Z U w H . w � xw 00 �' w M W Na 0 W CU c O c E >; —O O CU O W c � cn Ul ca c M Qa)o l� E O - CV EM =3 c C� � c cn L_ aa) c - o CU z o CU U Q x CU co � E o a 00 U v1 CD •0 O W N c�aM Z J 0 J J J > lL m Y J Q J V 0 W W U_ W = O J CL W � N U) U) W W W Z o J m 00 M W ce) �O ¢ rn Q U ci Z � � O W °O U (D —1 W J W Z W C� REVISIONS: Issue Date: 11/11/11 FIRST FLOOR ELECTRIC PLAN B10 .✓ ELECTRICAL NOTES 1. All work to be done in accordance with all applicable codes and ordinances. 2. All wire to be THHN/THWN Copper, minimum size 12 AWG. 3. All conduit to be EMT, minimum size 3/4". AC & MC allowed. 4. All Light Fixtures to be selected by Owners/Contractor, 5. Verify locations of outlets and switches. 6. Switches to control the light only. Fan to operate separately by pull chain. 7. All Sleeping Room Receptacles to have Arc Fault Breakers. ELECTRICAL SYMBOLS 0 4" RECESSED CAN FIXTURE EXHAUST FAN -� WALL MOUNTED INCANDESCENT FIXTURE SURFACE MOUNTED INCANDESCENT FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE CEILING FAN/LIGHT 3 SINGLE POLE 3—WAY TOGGLE SWITCH SINGLE POLE TOGGLE SWITCH 110 VOLT OUTLET 220 VOLT OUTLET 220 VOLT OUTLET DBL. FLOOD LIGHT SMOKE DETECTOR/WIRED IN SERIES 0-> CAN N TELEPHONE GFI GROUND FAULT INTERRUPTER DISCONNECT SWITCH ❑ JUNCTION BOX EMERGENCY LIGHTS — SUPPLY RISER Z— RETURN RISER (1) — THERMOSTAT PANEL "AA" SCHEDULE (BB SIMILAR) 22,000 AIC SERVES LOAD CB/P CKT B/P LO�ABD SERVES 0A 0A Vghting 800 20/1 1 2 20/1 1080 Receptacles 1 600 20/1 3 4 20/1 1440 Condenser AA (#10) 1700 25/2 5 6 20/1 1500 1700 7 8 20/1 1500 Air Handler AA (#10) 2750 25/2 9 10 20/1 1080 2750 11 12 20/1 1500 Washer Water Heater 1250 20/2 13 14 30/2 2500 Dryer (#10) 1250 15 16 2500 Disposal 1200 20/2 17 18 20/1 Spare Range 4000 40/2 19 20 20/1 1200 Dish Washer 4000 21 22 20/1 Spare Space 23 24 20/1 1 Sub —Total 117 1030 6160 8140 Total 7860118 36300 - 158 Amps Connected 25200 = 110 Amps Demand Notes: 150A MB 120/240V 10 3W SN TYPICAL CIRCUITING DISP. SWITC 4 BEDROOM 2 CAN 1 4 4 I S �\ I 4 I �1 j 12 I W/D I ------+-- 14,16 I VENT n 2 3 13,15� \A I —L r--1---J o t I L_— _ (� `I \ 17 I DW I II I �o 19,21 E== 3 8� 6I KITCHEN �. PANTRY I \ ---- \ I PN PH RAISED BAR I / I/I 1 $ 5'-6 I I AIR HANDLER I IN ATTIC I I I II I LITE/OLIT�4T 1 IN AATTIC 164 I . —' — I 4 I ''� I lO \ i a G I � '•\ •1 I 10 \ 1 dL >< ® i X CL 1 MSTR. BEDRM K 1 CA ►_] F GFI/WP `P 2 i #3 COV. PORCH UNIT AA LIVING ROOM IN m If I/WP BREEZEWAY LIGHTS ON PHOTOCELLS 3 2ND FL. LAND. rl II II II II II II II II II II II II II PANTRY REF. I I I CAN BEDROOM 2 I ® /KITCHEN / oo O i i / DISP. SWITCH I i /.� I ---- I i WHO I �• i. / I DW I oD e yy GFI �. I I I •_• (I.I� RAISED BAR Pnl BB a NFA it 11 W/D AIR HANDLER I I IN ATTIC I I r---- II I I I ILIT /OUTL� I IIN I TTIC I I� I SI I T = o / / I i i I � / I I Q I C L I. LOAD SUMMARY (APT) DESCRIPTION kVA GENERAL LIGHTING 1118 Sq. Ft. ® 3 Watts per Sq. SMALL APPLIANCE LOAD 2-20A ckts @ 1.5 ea. = 3.0 LAUNDRY 1.5 RANGE 8.0 DRYER 5.0 WATER HEATER 2.5 GARBAGE DISPOSAL 1.2 DISHWASHER 1.2 TOTAL First 10 kW ® 100% = Remainder at 40% (15.7 kW x .4) _ HVAC 1—AH w/Heat = 1— HP = TOTAL CALCULATED LOAD Calculated load for service size is 25.2 kW divided by 230V = 110 Amps. 150A SERVICE. I I I I I I I BATH f � o :I i BATH i TILE �. � k• A ca0 IL/ UNIT BB MSTR. � LIVING ROOM 19 BEDRM CAN 2ND FLOOR EL -EC. PLAN SCALE: 1 /4"=1 '-0" I (� GFI/WP I i COV. PORCH ►_4 25.7 10.0 6.3 5.5 3.4 25.2 W Lo Lo it co IN �•-� A M X cc .� O 1--I LO n x Wco w Tf..� N a O W co C'i '�o o c r__E —� 0 a) a2 c 0 � w CIO aaio i N L L �, • =3 C Cr — Lb C U > C C (D O "= z CU c o to CU E o co .4 o U v� o W qzzt CD Q co Z .J CO 0 J_ J J LL m Y J U LL �>- LL W = 0 _ w fV H U) � z m 00 rn O W M C1 c i Z U) r" O W °O U (D J Q J J w � z w REVISIONS: Issue Date: 11/11/11 SECOND FLOOR ELECTRIC PLAN 2ND FLOOR CLG. HT. —&- TOP OF SUBFLOOR —� TOP OF CMU --� WINDOW ---- HEAD HEIGHT 2ND FLOOR CLG. HT. TOP OF SUBFLOOR TOP OF CMU WINDOW HEAD HEIGHT F. F. -- — - — - — - — - — - — - - CANTILEVERED PORCH - SEE SECTIONS/DETAILS 12 6 p 6 p FBC PLANS AND PASCO PERMIT SVC. ------ --------------:----=- WD. SH WINDOWS, FRENCH OUTSWING DOORS Q 6 RIGHT SIDE ELEVATION SCALE 1 /4"=1 '-0" 6'-8" FRENCH DOOR W/TRANSOM DECORATIVE WOOD GATE 30-YR. ARCH. ASPHALT SHINGLES WALL INSET 1'-0" —, W/TRIMMED OPENING -SEE WALL SECTIONS FRONT ELEVATION SCALE 1 /4"=1 '-0" 12 Q 6 F_ \ 4 66 0 PRE -CAST SILL, TYP NG ON ZE AU HARDI-PLANK SIDING ON 2X6 STUD WALL 5/4 X 12 FRIEZE BOARD STUCCO ON 8" CMU WALL N po ALL WORK SHALL COMPLY WITHALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES liv;Fw aA'TE 12-0 ( "SIT�-" ?�0{4___ .rrI, ._.___..... 'OLAN INDEX OF SHEETS B1 FRONT/RIGHT SIDE ELEVATIONS, INDEX B2 REAR/LEFT SIDE ELEVATIONS B3 FOUNDATION, DETAILS B4 FIRST FLOOR PLAN, NOTES B5 SECOND FLOOR PLAN, NOTES B6 SECOND FLOOR FRAMING B7 BUILDING SECTIONS, STAIR SECTIONS B8 WALL SECTIONS, DECK DETAILS B9 ROOF PLAN B10 FIRST FLOOR ELECTRIC/HVAC PLAN B11 SECOND FLOOR ELECTRIC/HVAC PLAN F--1 co r- W Lo Lo da co co co W w co co co �' w co w M--r N 04 Z O W cv ui o c o m E Q N c CU o Q c -� cn Uw1 cv c rn Q a) o o N CD CD o- � 3 T = a) c c >.0- cn c o-c_o (D C) lu � o zcc Q C xM E o "� o0 U v� �m H W N C� < m Z J M J J LL m Ne Uj U_�[=L' LL LL W = O � � W N F- � w z CID a) M W z m- O W °O U 0 J Q J J W Z W CD REVISIONS: Issue Date: 11/28/11 ELEVATIONS ..r.p l p grip. ., t.!.11 _ p p tIll,.. ��� �.I�f. Ll �l .IMI IFlIMMIVI FILL-- ��_1..1 - 1 _.� 11_ . _.1- I. .l — __-alI MM.III l�Il[.:Y1 ! ..� 1 2ND FLOOR CLG. HT.—t TOP OF SUBFLOOR —�- TOP OF CMU --� WINDOW ---- HEAD HEIGHT HARDI-PLANK SIDING ON 2X6 STUD WALL M I N po 5/4 X 12 FRIEZE BOARD F. F. --&- 6 p LEFT SIDE ELEVATION SCALE 1 /4"=1 '-O" 30-YR. ARCH. ASPHALT SHINGLES Q 6 -PLANK SIDING ON TUD WALL LEVERED PORCH - SECTION S/DETAI LS MEN OEM MEN MEN �Z© Emm STUCCO ON 8" CMU WALL $— F. F. R1 u� V+ 1� M W Lo Lo d� coCQ ~ A �00 wco . � C) Lo W wW CIDco co a� Na a W ca C6 _0 o c U_ (D �- 2 N a c -cn c ca c rn QaDo MnN L_ a) c: L) -5; rn ._ a c -0 O ' += a) z o CU a o �� cu cv x ao � � 0 a (i o) U M n .C= cp r� O a a) x om F W N C� Q M Z J c') 0 J J J 5; L.L 00 Y J U LL LL W 0 J W N 2 I— U) U) clr_ Z N W 00 L L M E ti � 0') Of II-_ M Z cf) O u1 °O U (� J Q J J W Z W 0 REVISIONS: Issue Date: 11 /28/11 ELEVATIONS 19 IT I Pllfi11 1 _1 _ L__a.I_._��...I _..I �I_—_IIlI T.LF "if", ff"mI I, ENGINEER'S NOTES 1. ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES. 2. ASSUMED SOIL BEARING CAPACITY TO BE 2500 PSF. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. 5. CONCRETE : MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI. 6. SLAB ON FILL : INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH. 7. LUMBER : 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70. 6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATION. STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. 8. TERMITE TREATING : SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0" BEYOND THE PERIMETER LINES OF THE BUILDING. 9. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR. 10. 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/ CONSTRUCTION ADHESIVE AND NAILED W/ 5—#16D COMMONS 16" O.C. 11. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. 12. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED. FOUNDATION NOTES 1. THIS FOUNDATION PLAN WAS DESIGNED BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF (MIN.) CONTRACTOR MUST VERIFY AND COORDINATE ALL SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION REQUIREMENTS. 2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE —CONSTRUCTION TERMITE TREATMENT. 3. FOUNDATION SHALL CONSIST OF AN 12"X24" CONT. CONCRETE FOOTING WITH (3) #5 REBARS ON ROD CHAIRS, SPACED NO MORE THAN 48 O.C. FILLED CELLS WILL BE VERT. #5 RODS IN ALL CORNERS AND BESIDE EACH MASONRY OPENING. THE MAX. SPACING FOR ANY FILLED CELL WILL BE 6'-0" O.C. ALL RODS MUST BE BENT AND TIED TOGETHER WITH A MIN. LAP OF 25". SEE WALL SECTIONS. I m 0 I 0 IVIIJIVVLI 1 fill+ l,V1 V l,. rlJ l/I II NI l7 W/2 #5 REBARS CONT. SPACED 6" O.C. ON 3" HIGH CHAIRS 8" CONCRETE BLOCK WALL - TYP 1" DOW BLUEBOARD INSUL. OVER J" P.T. FIRRING STRIPS (POLYFILM OVER FIRRING), FINISHED W/}" GYPSUM BOARD STUCCO FINISH WOOD BASEBOARD - TYP. 4" 3000 PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM OVER 6 MIL. POLY VAPOR BARRIER OVER CLEAN COMPACTED, TERMITE TREATED SOIL. FINISHED GRADE TO BE FIELD DETERMINED SLOPE TO DRAIN _ 12"X24" FOOTING WITH (3) #5 REBAR CONT. ON 3" HIGH CHAIRS 2 MONOLITHIC FOOTING 3 B 3 SCALE: 1 /2"=1 '-0" B 3 #5 VERT. REINFORCEMENT IN CONT. FILLED CELL, OVERLAPPING #5 STD. HOOKED FOOTING DOWEL 25" MIN. #5 STD. DOWEL W/6" HOOK INTO FOOTING % , � 1. , .. � . .. 24" TYPICAL FOOTING DETAIL SCALE: 1 /2"=1 '-0" 60'-0" 26'-0" 8'-o" 26'-0" , s'-4» H.B. r------------------------------------------------- -------- ----- j ■ ■ ■ 10 WINDOW ■ ■ o ------------ ------------- -- ----- ---- ----------tr-------� AHU IL 4... UL-------- I �-----------------J I I I \ INSTALL DRAIN LINES ■ I -= I FOR AHU & WATER HTR. I io 11p1 IO 1 1 I N 7'-10" II ------------------------------------------------------- I I I I I I I I I I +----------' I I I I `� I ,� I■ I 4" CONCRETE I SLAB WITH 12" DEEP MONOLITHIC I ' I FOOTING, BREEZEWAY ONLY I■ I I ,/ I I I 01 F.F. ELEV. —4.0" I I I ,' 1■ I I ■ i i F'� i i BREEZEWAY CONCRETE j A:, _ I I li I �O' 1 olI I of I I z l I I I � I I I -------F I I I I r-------- r I I II I I I II I I I II I I L-------I I I I ii I 3 i i i 1■ I I OFFICE A i-------� i i r------- I I I--------P B3 I I I I I I I I I I F. F. ELEV. 0.0 I I I I L------- I I 1 1 r I I I I I I I I I I I 1 F--------r I I I■ I I I 1 I I 1 I I 1 1 I 1 I I I Lr-------F I I I I #5 VERT REBAR IN GROUT FILLED CELL, I I I I I I I I I I I CONT. TO BOND BEAM, ® GIRDER I 1 I I I I TRUSS ABOVE, SEE 2ND. FLOOR I FRAMING PLAN I 1 I I I I I I I I 1 1 1 I 1 i ^r^12"X24"TFOOTING WITH (3) #5 I I ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY, U.N.O. `r UI\mI IV Ill JL1'YLI\ J, � 1 1 1 ■ ■1 WINDOW- 1 ■ ■ ■ ■ - +---- --------------------------------------1 - -- -------i 1 I R --_ _ AHU UU ■---�-- jI I ' I i o I I p z jail 0 l i � 1O1 jpi 1 l \ I ■ I � I I \ I I \ I I \\ I I I \ I I \ I I \ I I I ` I I I \ I I \ I I \ I \ I I \ I I \ I I �ooi I I�0 I I Ilzi I II 1 I I I I ■ ■ I I I ; FUTURE I I I OFFICE B a oF.F. ELEV. 0.0 i i ■ I I I I m I I I I I I I I ■ I I I I I I I I I I I I I I I I � I 1 FOUNDATION PLAN PB 3 SCALE: 1 /4"=1 '-0" T UINM 11 1\l JLTYLI\ I I I I I J, 1 ■ DENOTES #5 VERT. REINFORCEMENT IN GROUT FILLED CELLS AT 6'-0" O.C., OVERLAP STD. HOOKED FOOTING DOWELS 25" MIN. H.B. DENOTES HOSEBIB LOCATIONS I I I I I I , I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I #5 VERT REBAR IN GROUT FILLED CELL, CONT. TO BOND BEAM, ® GIRDER TRUSS ABOVE, SEE 2ND. FLOOR FRAMING PLAN F--1 H co C9 w co cn �aX . � C) W �+ N a � a w cv :2 vi -O LL v � a c o c) U) Qaaio Ln N N L L j Lm .— C c > -p O � o En CIO c o ca N x ao ,�' •Q ai c� 0 0 U cn .� c w O � . L p m E'I W cV (D Q co co 0 J J > U_ m Y J 0 O = EL IIY � L.L W O _j w Cn IV t— tn U) Of W W Z coQO O Q M Q � � C�1 M Z U) T--- O W °O U (, J Q J J W Z W 0 REVISIONS: Issue Date: 11/11/11 FOUNDATION PLAN 1 1 /2" outside diameter) TOILET ACCESSORIES SECOND FLOOR LIVING SPACE 3/4" MIN. MAXXON UNDERLAYMENT OR GYP—CRETE 3/4" T&G PLYWOOD, GLUED & SCREWED R-13 BATT INSULATION, MIN. —J 16" DEEP OPEN WEB FLOOR TRUSS 1/2" RESILIENT CHANNELS © 16" O.C. PERP. TO TRUSSES J" TYPE Y GYPSUM BOARD FIRST FLOOR TENANT SPACE FLOOR/CEILING ASSEMBLY SCALE 3/4"= 1 '—O" 1 HOUR — U.L. DESIGN Nos. L518, AND L530 & L531 WALL LEGEND TYPE DESCRIPTION 2X4 INTERIOR STUD WALL 2X4 INTERIOR STUD WALL W/BATT INSULATION 2X6 EXTERIOR STUD WALL W/BATT INSULATION 8" CONCRETE BLOCK EXTERIOR WALL 0 ® AREAS (SQ. FT.) MEASURED TO THE OUTSIDE OF THE WALL FIRST FLOOR OFFICE UNIT A - 1040 OFFICE UNIT B - 1040 OFFICE TOTAL - 2080 SECOND FLOOR LIVING UNIT A. - 1040 LIVING UNIT B. - 1040 2 PORCHES - 156 LIVING TOTAL - 2236 s diameter) FIRST FLOOR PLAN SCALE 1 /4"=1 '—O" M--1 00 C W Lo 6 dt coN 00 44 00 E-1 °Zco W N a a O W cu - o c C J o � c n cn v co c rn QaDo N (D N L C 2 a Q cu z CU a) o cu No xcc —Eai �o a 0 U v� .n .� tm CD xPO N O m E_ W N (DQC14- Z J cn � J J J L.L m J J U O L.L LL W = O J U) w N U) Of LU W Z 0 m 00 W ce) C� M Z C/) v— O W °O U C7 J Q _J J w Z w U REVISIONS: Issue Date: 11 /28/11 FIRST FLOOR PLAN BUILDING TOTAL - 4316 WALKWAY/STAIRWELL - 300 TOTAL UNDER ROOF - 4616 SECOND FLOOR LIVING SPACE 3/4" MIN. MAXXON UNDERLAYMENT OR GYP-CRETE 7 /d" T O r PI Ywnnn 16" DEEP OPEN WEB FLOOR TRUSS 1 /2" RESILIENT CHANNELS 0 16" O.C. PERP. TO TRUSSES J" TYPE 'X' GYPSUM BOARD FIRST FLOOR TENANT SPACE FLOOR/CEILING ASSEMBLY SCALE 3/4"= 1 '-0" 1 HOUR — U.L. DESIGN Nos. L518, AND L530 & L531 WALL LEGEND TYPE DESCRIPTION 2X4 INTERIOR STUD WALL 2X6 EXTERIOR STUD WALL W/BATT INSULATION 8" CONCRETE BLOCK EXTERIOR WALL I CONT. BOLTS 12 ALL EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY, U.N.O. SECOND FLOOR PLAN SCALE 1 /4"=1 '—O" \DED RODS OR HURRI -ROM. CORNERS & 8'-0" )R WALLS ONLY l--i co �cQ co w co a � � a4 °xw co co W a O W ca o D E a ca O � c`� W C cn Q ag O EN cr y,r L 65 C ,5; cm.c 1 c N .o Co z U O Co ' aCD te--' CCU: C-4 x CO —>+ La- d @o 'E E p .44k U U1 � l) C) m E' W N C� Q M Z J CO 0 -J .J J 5; L,- m J_ U O = LL W = O W N 2 r~ U) elf W W Q 0 J � � m 00 M W O Q rn Q M Z O W °O U C7 J Q J J W Z W C� REVISIONS: Issue Date: 11 /28/11 SECOND FLOOR PLAN STUD WALL, SHEATHING & SIDING — SECOND FLOOR METAL FLASHING 1 X DECKING BOARDS /1 1 1'_ 10Y2" _�_ TOP OF DECK 2X8 SYP DECK JOISTS @ 16" O.C. 2X8 SYP LEDGER NAILED W/SIMPSON SIDS WOOD SCREWS © 8" O.C. 2 ROWS STAGGERED SIMPSON LUS28 JOIST HANGER ® EACH END PROVIDE 2X BLOCKING BETWEEN FLOOR TRUSSES FOR NAILING LEDGER BOARD 16" FLOOR TRUSSES 8" CMU WALL, FIRST FLOOR 2 DECK SECTION/DETAIL B 6 SCALE 1 /2"=1 '-0" 3/4" MIN. MAXXON UNDERLAYMENT OR GYP-CRETE I /d" TJloC PI vwnnn CI I Ian z 16" DEEP OPEN WEB FLOOR TRUSS 1/2" RESILIENT CHANNELS ® 16" O.C. PERP. TO TRUSSES J" TYPE 'X' GYPSUM BOARD FLOOR/CEILING ASSEMBLY SCALE 3/4"=1 '—O" 1 HOUR - U.L. DESIGN Nos. L518, AND L530 & L531 H ETA 12 ANCHO HETA1 ANCH( GROUT FILLED CELL W/1 #5 REB, SEE FOUNDATION PLAN SIMPSON HETA24, ONE EA. SIDE OF GIRDER TRUSSES 16" DEEP OPEN WE ® 24" O.C. INSTALL MANUFACTURER'S SI TRUSS MANUF. TO GIRDER TO TRUSS TYP. MCA 11 /n\ nVIn C1^1 IM CA11/AI /_ VGGr VrLIV YYL� fLVVR IRVJJGJ IV PROVIDE 6'-0" CANTILEVER SEE JOIST MANUFACTURER'S SPECIFICATIONS (T�SECOND FLOOR FRAMING PLAN SCALE 1 /4"=1 '-0" TRUSS -TYP. UT FILLED CELL W/1 #5 REBAR CONT., FOUNDATION PLAN SON HETA24, ONE EA. SIDE OF GIRDER ;SES 2 TRUSS )RS-TYP. MANUF. TO =R ADEQUATE TO TRUSS :TIONS - TYP. ►—� 00 �t t d+ q4 I W Lo Lb co AMCO to 44 co . w LO co maw cow F..a N a C a W I I I I I I I I I (B I N I � s I U_ O N Ecu I c 0 � I d I W c ca a m I CD CD I o I Ln N (D (D 2 I 0 z .� � a o o � cc c N xC0 cv Q N �' • N ca)� 0 U v� a� o a (,m— c O m E- W Ict CD Q co Z J M 0 —1 J J 5; L.L m Y J U O = 0 j = O_jo.. F W N 2 H U) W W Z C) m o0 W COO Q Q 0') C) M Z U O W 00 U O J Q J J W Z W C� REVISIONS: Issue Date: 11/11/11 SECOND FLOOR FRAMING PLAN B6 sd12 II II \\as = GENERAL CONTRACTOR TO COORDINATE W/ MECHANICAL w CONTR. FOR LOCATION OF EQUIP. PRE-ENGINEERED TRUSS = IN ATTIC R30 (MIN.) INSULATION IN ATTIC, SYSTEM, SEE TRUSS ALTERNATE: ISONENE FOAM, SEE DWGS. 12" I RE-ENG. ROOF VENTILATION NOTES: WALL SECTION 2/B8 TRUSSES R-30 - -+- TOP OF PLATE PTD. EXT. BOARD CEILING FINISH _ 0 8" FIBERGLAS COLUMN INSTALLED PER LIVING ROOM 48" CASED KITCHEN PAN. __ MANUF. SPECS.0 00 OPNG. o .I 42" GUARDRAIL W/PICKETS SPACED 4" 1 HR. RATED FLOOR ASSEMBLY - SEE Z O.C. MAX. (A 6" SPHERE SHALL NOT WALL SECTIONS PASS THRU ANY PICKET SPACING) 0 I + -+ TOP OF SUB -FLOOR I TOP OF PLATE 16" OPEN WEB TRUSS, SEE WALL SECTIONS 12" PRE-ENG. FLOOR TRUSS PTD. EXT. BOARD CEILING FINIS nKITCHEN o n STACIE CONFERENCE = I o O � I rn - TOP OF SLAB (2' BUILDING SECTION B 7 Scale 1 /4=1 '-0" STAR SECTION Scale 1/4=1'—O" - TOP OF PLATE - -+ TOP OF SUB -FLOOR - -o- TOP OF PLATE - -�-- TOP OF SLAB OPNG. W/SLOPED SILL RDI-BOARD TRIM, SEE TIONS AND WALL DNS EXT. GRADE SHEATHING, EA. SIDE -PLANK SIDING, EA. SIDE 'IM 1--1 Co C W tlf:1 � da CoN W w ao a E-4 Uw 1--1 � W Co WCo Na a o W ca '0 _O _ E o = a) N 1.-. O Qi C a- Cn CU CU m o o N _ CV �2 � U C C O O CU U 0 Co 0 a 0 o0 U co a w CD D C-0m E W N (D Q M z J Co 0 -- i _J _l 5; L.L m Q J U LLJ 0 � � W W U W = J 0- Cn W N W W z 0 m °O W M O Q C'1 ce) z cn O W °O U Q J Q J J W Z W C� REVISIONS: Issue Date: 11/28/11 BUILDING SECTIONS BUILDING SECTION Scale 1 /4=1 '-0" TOP OF SUBFLOOR PRE-ENGINEERED TRUSS SYSTEM, SEf TRUSS DWGS MTL. DRIP EDGE OVER 1 X FASCIA 2X SUBFASCIA CONT. VENTILATED SOFFIT W/ALUM. FASCl/ CROWN MOULD & JX8 FRIEZE SIMPSON H10 @ BEAM TO TRUSS CONN TRIP. 2X10 S.Y.P. BEAM W/J" SPACERS SIMPSON LPC6 POST CAPS (OR APPROVED EQ.' ATTACH PER MANUF. SPECS PTD. EXT. BOARD CEILING FINISF 4X4 TRTD. WOOD POST 8" FIBERGLAS COLUMN INSTALLED PER MANUF SPECS 42" GUARDRAIL W/PICKETS SPACED 4" O.0 MAX. (A 6" SPHERE SHALL NOT PASS THRL ANY PICKET SPACING, MEMBRANE DECKING, SLOPE J" PER F001 SIMPSON MST STRAP TO CONNECT COLUMN TC FLOOR TRUSS " EXT. GRADE PLYWD. DECKING FLASHING CHAIR RAIL 1 X6 TRIM I" SHEATHING 1 X TRIM OVER SHTHG. 12" PRE-ENG. FLOOR TRUSS PTD. EXT. BOARD CEILING FINISF `r^lt r . I . vY V. UI\Hl. r\L I PORCH SECTION Scale 1 /2=1 '-0" =E ROOF PLAN FOR TRUSS TO STUD WALL CONNECTIONS IMPSON SP1 @ EACH STUD BL. 2X10 HDR. W/1/2" PLYWD. SPACER BL. JACK STUDS ?X4 STUDS @ 16" O.C. IMPSON SP2 @ EACH STUD X4 P.T. SYP PLATE 1 (2) 2X10 SOLID SAWN SYP W/)/2" 'OOD SPACER ATTACHED W/SIMPSON .10 JOIST HANGERS AT EACH END ATTIC INSULATION ALTERNA' ISONENE FOAM. (NO AT VENTILATION REQUIR W/ISONE PROVIDE OFF -RIDGE RO VENTS FOR ATTIC VENTII W/FIBERGLAS BATT INSL TOP OF PLATE �- WINDOW HD. HT. 1 /2" GYPSUM WALL BOARD WOOD BASEBOARE " GYPCRETE OR J" MAXXON UNDERLAYMENI " PLYWD. T&G SHEATHING GLUED W/CONST. ADHESIVE & NAILEE W/8d SPIRAL NAILS @ 4" ALONG EDGES & 6" ALONG INTERIOF SUPPORT TOP OF SUB —FLOOR— - SPLICE PORCH TRUSSES TO MAIN FLOOR TRUSSES FOR 6'-0"+/- CANTILEVER, SEE TRUSS MANUF. DRAWINGS FOR OVERLAP LENGTH & BRACING REQUIREMENTS CONC. FILLED U-BLOCK W/1 #5 REBAR, HORIZ., CONT. EACH WAY #5 VERT. REINF. ROD CONT. TO BOND BEAM TOP OF PLATE �-- 16" DEEP FLOOR TRUSSES @ 24" O.C " TYPE 'X' GYPSUM BOARD ON 1 /2" CHANNEL R-13 BATT INSULATION, MIN 4" SLAB OF 3000 PSI CONCRETE (OR 2500 PSI FIBERMESH) WITH 6"X6" #10/10 WWM OVER 6 MIL. POLY VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. TOP OF SLAB —� - #5 REINF. ROD W/MIN. 25" OVERLAP & 6" HOOK INTO FOOTING. SEE FOUNDATIOI\ PLAN FOR LOCATIONS TYP . WALL SECTION Scale 1 /2=1 '-O" PRE-ENGINEERED TRUSS SYSTEM, SEE TRUSS DWGS. R30 (MIN.) INSULATION IN ATTIC J" CDX PLYWD. SHEATHING NAILED W/8D R/S NAILS 6" O.C. ON EDGES 8c 10" O.C. IN FIELD. USE J" STEEL PLYCLIPS, #15 FELT AND 30 YR. ARCH. SHINGLES MTL. DRIP EDGE OVER 2X SUBFASCIA CONT. VENTILATED SOFFIT W/ALUM. FASCIA SIMPSON H10 (OR CONTRACTOR APPROVED QUAL)TRUSS ANCHOR (905LB. UPLIFT RATING) 9) ALL TRUSS TO WALL CONNECTIONS, UNLESS SPECIFIED OTHERWISE -LASHING 4"X6" TRIM 2X6 MIN. HEADER OVER ALL WINDOW & DOOR OPENINGS SINGLE -HUNG WINDOWS RATED FOR 110 MPH WINDZONE 4"X6" WINDOW TRIM R19 (MIN.) BATT INSULATION IN 2X6 STUD WALLS J" CDX (OR APPRVD. EQ.) SHEATHING, FASTEN W/ADEQUATE SHEAR WALL NAIL PATTERN SIMPSON SP1 & SP2 STUD PLATE TIES, TOP & BOTTOM OF EA. STUD. HURRI-BOLTS OR THREADED RODS CAN BE USED INSTEAD OF PLATE TIES, INSTALLED 12" FROM CORNERS & 8'-0" O.C. IN EXTERIOR WALLS HARDI-BOARD LAP SIDING FLASHING JX12 FRIEZE BOARD, BACK PRIMED AND PTD. OR HARDI-BOARD SIMPSON HETA12 TRUSS ANCHOR 2X8 P.T. PLATE �ONC. FILLED U-BLOCK W/1 #5 REBAR, HORIZ., _ONT. EACH WAY 'RECAST LINTEL BEAM AT MASONRY WALL JPENINGS ABOVE WINDOWS & DOORS 3" CONCRETE BLOCK WALL - TYP. STUCCO FINISH FINISHED GRADE TO BE FIELD DETERMINED TYP. 12"X24" FOOTING WITH (3) #5 REBAR CONT. ON 3" HIGH CHAIRS 1--1 Co W Lo d� CoCq � 44 Co "' ° xw Co x P4 W � ww N a O W Co =' vi -0 o c 10C N a o CL c ) U) n o � CD N a� L L � c U L c C c CU z z U o ►(7 0 to 00 1 .Q 0-xCo 0 E o '�4k c0i o0 U ul a o �W W.M� xa O m E-H W N 0 < cM 0 _J M J J > U- W U O = of W >- � _ 0 w W N H U) w w z Co °O rn O w M U Q Q --) rn of C) c z to O w °O U C7 Q J w J z w O REVISIONS: Issue Date: 11 /28/11 WALL SECTIONS B8 � I lll'lll III' 2X4 CROSS —BRACING @ RIDGE 20'-0" MAX � -- -- b w - - o O C__ Q Q - I x- Q // -- -- - _ / / 7T ci SEE TRUSS MFR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. REQ. MINIMUM TRUSS BRACING 2X6 #2 SYP VALLEY FRAMING @ 2'-0" O.C. 2X8 #2 SYP RIDGE BEAM SIMPSON H3 OR EQ. PLYWD. SHEATHING 2X8 CONT. W J m CD TOP/BOTTOM CHORD END BRACING ® 48" MAX. FOR THE FIRST OF TRUSSES CONT. BOTTOM CHORD BF (1 "X4" MIN.) @ 10'-0" t TRUSSES BELOW SHEATHED PRIOR TO VALLEY FRAMING INSTALLATION OR 6'-0" O.C. TOP CHORD SIMPSON VTC2 VALLEY CLIP @ EA. RAFTER, TYP. VALLEY FRAMING DETAIL SCALE: 1 /2" = 1 ' —O" SIMPSON H10 OR APPR' AT TRUSS TO TOP PLAT CONNECTIONS, TYP. 30 YR. ARCHITECTURAL SHINGLES, FL 85 OR E( USE CONT. THREADED RODS BOLTS 12" FROM CORNER`. O.C. EXTERIOR W, SIMPSON LGT2 OR EQUI GIRDER CONNECTIONS, I MANUFACTURER'S SPECII WIND DESIGN INFORMATION 1. Wind Speeds of 110 MPH (ENCLOSED) -68.3 )N IFORM AF'F'KVIJ, LO. HIF' " 1 ...- — . ...- JACK CONNECTIONS, EQ. HIP JACK CONNECTIONS, TYP. TYP. ROOF PLAN SCALE: 1 /4"=1 '-O" ALL WOOD CONNECTOR ANCHORS BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT, FL 474. TRUSS MANUF. TO PROVIDE SEALED TRUSS DRAWINGS, INCLUDING BRACING DETAILS 'LY GIRDER -ENGINEERED TRUSSES, INSTALLED ?4" O.C. PER MANUFACTURER'S CIFICATIONS CONT. THREADED RODS OR HURRI TS 12" FROM CORNERS & 8'-0" . EXTERIOR WALLS ONLY 'SON LGT2 OR EQUIV. @ EA. )ER CONNECTION, INSTALL PER IUFACTURER'S SPECIFICATIONS WM�M �) t- w � coN ~ A co00 CID E� 0w co x wCO CO w �' TH N a w CIO � to �L -0 _O C E o o `0 o iJ W c � c CO cn 4 Q m o r _� E � N L L N C U > C N a C CD -C O CU '= z CU U 0 C N 00 cu — "E E o c�i o0 U v] �+ cp W a) x a o - . O m Ei W N (D Q M Z J CO 0 J J J L.L m LLI J U 0 � LL_ W = 0 W N 2 F— C/) w W W Q m OO W cM Q cr) C� c Z C) V-- O W °O U 0 J Q _l _I W Z W CD REVISIONS: Issue Date: 11 /28/11 ROOF PLAN B9 LOAD SUMMARY (OFFICE) SHORT CIRCUIT CALCULATIONS: I SC I Sc 32637 (Worst Case) 1 + 2(100)(32637) (26706)(240) = 16,170 AIC @ Riser 150/2 MB 150/2 MB 0 150/2 MB EZ METER—PAK 120/240V 10 3 Wire SN M LO Terminal Box 150/2 MB (3)500,2.5"C. 1/0 Cu Extend to water pipe & building steel per NEC 250. Minimum (2) 10'x5/8" Ground Rods (2)1 /0,1 /0 RISER DIAGRAM NTS ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE,LOCAL ORDINANCES AND POWER COMPANY REGULATIONS. SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE INSURANCE, AND HAVE A CURRENT COUNTY OCCUPATIONAL LICENSE. SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,. LABOR AND MATERIAL, EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS. CONCRETE —ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS." ALL SLEEPING ROOMS AFCI RECEPTACLES IN ALL SLEEPING ROOMS PER SECTION 210.12 OF THE NATIONAL ELECTRICAL CODE 2002 EDITION. 210.12 ARC —FAULT CIRCUIT INTERRUPTER PROTECTION. (A) DEFINITION. AN ARC —FAULT CIRCUIT INTERRUPTER IS A DEVICE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO DE —ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. (B) DWELLING UNIT BEDROOMS. ALL BRANCH CIRCUITS THAT SUPPLY 125—VOLT, SINGLE—PHASE, 15— AND 20— AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC —FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. 440.65 LEAKAGE CURRENT DETECTION AND INTERRUPTION (LCDI) AND ARC FAULT CIRCUIT INTERRUPTER (AFCI). SINGLE—PHASE CORD —AND —PLUG —CONNECTED ROOM AIR CONDITIONERS SHALL BE PROVIDED WITH FACTORY —INSTALLED LCDI OR AFCI PROTECTION. THE LCDI OR AFCI PROTECTION SHALL BE AN INTEGRAL PART OF THE ATTACHMENT PLUG OR BE LOCATED IN THE POWER SUPPLY CORD WITHIN 12 INCHES OF THE ATTACHMENT PLUG. PANEL "A" SCHEDULE (B SIMILAR) 22,000 AIC SERVES LOAD B/P CKT B/P L A DI SERVES 0A 0A OB Lighting 600 20/1 1 2 20/1 900 Receptacles 600 20/1 3 4 20/1 900 I Condenser A (#10) 2024 30/2 5 6 20/1 1500 Copier 2024 7 8 20/1 900 Receptacles Air Handler A (#8) 4200 40/2 9 10 20/1 1500 4200 11 12 20/1 1500 Water Heater 1250 20/2 13 14 20/1 90 1250 15 16 20/1 900 Spare 20/1 17 18 20/1 Spare Space 19 20 20/1 600 Sign 1 21 22 20/1 Spare 23 24 20/1 1 Sub -Total 8D74 8074 4800 4800 Total 2874 1287 25748 — 112 Amps Connected 22000 — 95 Amps Demand Notes: 150A MB 120/240V 10 3W SN DESCRIPTION kVA GENERAL LIGHTING 1040 Sq. Ft. © 3 Watts per Sq. Ft. = 3.1 SMALL APPLIANCE LOAD 2-20A ckts © 1.5 ea. = 3.0 GENERAL RECEPTACLES 31 @180 5.6 COPPIER 1.5 WATER HEATER 2.5 TOTAL 15.7 HVAC 1—AH w/Heat = 8.4 TOTAL CALCULATED LOAD 24.1 Calculated load for service size is 24.1 kW divided by 230V = 105 Amps. CONCRETE PAD CONCRETE PAD FIRST FLOOR SCALE: 1 /4"=1 ' —0" ELEC. PLAN 150A SERVICE. 00 C coCQ CO co c0 W w co ` w Uxw . w LoCID xw co �' w M w N� W cU 72 v6 -� o c O -- CU C O Q- C n Cn " 0� cv c M QuDo N ECD N L N � U CO C N O CU "= z Uko �O to �-' CU 04 00 �E E o '� oC.) U rn M a rnW -CD x a .c O m Ei W N (DQCM Z J CO 0 J ,J J LL mLLJ QJ U 0 � LL_ W = 0Jw cf) N C/) ry W W Z o = r m 00 M W co O Q Q rn C'1 c i Z � � O W 00 U C7 J O:f J LU Z W C� REVISIONS: Issue Date: 11/11/11 FIRST FLOOR ELECTRIC PLAN B10 31MINI:N[Tmf[ 1. All work to be done in accordance with all applicable codes and ordinances. 2. All wire to be THHN/THWN Copper, minimum size 12 AWG. 3. All conduit to be EMT, minimum size 3/4". AC & MC allowed. 4. All Light Fixtures to be selected by Owners/Contractor. 5. Verify locations of outlets and switches. 6. Switches to control the light only. Fan to operate separately by pull chain. 7. All Sleeping Room Receptacles to have Arc Fault Breakers. ELECTRICAL SYMBOLS 0 4" RECESSED CAN FIXTURE ® EXHAUST FAN -� WALL MOUNTED INCANDESCENT FIXTURE SURFACE MOUNTED INCANDESCENT FIXTURE 0 SURFACE MOUNTED FLUORESCENT FIXTURE CEILING FAN/LIGHT $3 SINGLE POLE 3—WAY TOGGLE SWITCH SINGLE POLE TOGGLE SWITCH 110 VOLT OUTLET 220 VOLT OUTLET 220 VOLT OUTLET DBL. FLOOD LIGHT O SMOKE DETECTOR/WIRED IN SERIES 0- CATV N TELEPHONE GFI GROUND FAULT INTERRUPTER DISCONNECT SWITCH ❑ JUNCTION BOX EMERGENCY LIGHTS Z— SUPPLY RISER Z— RETURN RISER O — THERMOSTAT PANEL "AA" SCHEDULE (BB SIMILAR) 22,000 AIC SERVES LOB CB/P CKT B/P LO�ABD SERVES 0A 0A Lighting 800 20/1 1 2 20/1 1080 Receptacles 1 600 20/1 3 4 20/1 1440 Condenser AA (#10) 1700 25/2 5 6 —/1 1500 1700 7 8 20/1 1500 Air Handler AA (#10) 2750 25/2 9 10 20/1 1080 2750 11 12 20/1 1500 Washer Water Heater 1250 20/2 13 14 30/2 2500 Dryer (#10) 1250 15 16 2500 Disposal 1200 20/2 17 18 20/1 Spare Range 4000 40/2 19 20 20/1 1200 Dish Washer 4000 21 22 20/1 Spare Space 23 24 20/1 1 Sub —Total 117 1030C 6160 8140 Total 7860 1844 36300 : 158 Amps Connected 25200 110 Amps Demand Notes: 150A MB 120/240V 10 3W SN TYPICAL CIRCUITING DISP. SWITC BEDROOM 2 It Z �1 I 12 I W/D I ------+-- 14.16 I VENT rn BATH , 1 ® O � l 1 1 J 1 li BATH � i• ( [NFI •9; `A 4 r—r H� a e 3 I L---(-- — Fl• 17 1 DW I I GFI I '/ ^^ I CATV I ® O � 19,21 E:::= 3 6� 4 90 61 KITCHEN �. O I � PANTRY L-----------8 I � r- 4 Pnl RAISED BAR 8 >-- 5'-6" 1 FAIR HANDLER _9�11 I I IN ATTIC I I� I I I ��iiI I �I T I NE4TTIC�I I 4 I '� 4 T \ 0 GI \ I I 10 C I TL I •� •1 ® i \ 1 ..O I C L \-� O N MSTR. BEDRM K 1 CA C _..-..-4 Ift 10 GFI/WP 2 ( I I ) I +3 COV. PORCH UNIT AA LIVING ROOM a BREEZEWAY LIGHTS ON PHOTOCELLS 3 2ND FL. LAND. r1 II II II II II II II II II II II II II I � PANTRY I R4F. I 1 1 CAN BEDROOM 2 I ® KITCHEN O O 9: (�-p i p p O i / DISP. SWITCH 1 / / 1 -DW - 1 eD L 1 WFi�yyI i• i. I I rt--7 GFI 6_ RAISED BAR P I BB -- �� O 10 n r� ,� I I I \ I I I I AIR HANDLER I IN ATTIC 11 r---- II I I 11LIT*//OUTLT I IIN IATTIC W/D CA0 UNIT 1313 MSTR. LIVING ROOM BEDRM CAN 0 2ND FLOOR EXEC. PLAN SCALE: 1 /4"=1 '-0" I ( GFI/WP I i COV. PORCH W LOAD SUMMARY (APT) DESCRIPTION kVA GENERAL LIGHTING 1118 Sq. Ft. ® 3 Watts per Sq. Ft. = 3.3 SMALL APPLIANCE LOAD 2-20A ckts © 1.5 ea. = 3.0 LAUNDRY 1.5 RANGE 8.0 DRYER 5.0 WATER HEATER 2.5 GARBAGE DISPOSAL 1.2 DISHWASHER 1.2 TOTAL First 10 kW @ 100% = Remainder at 40% (15.7 kW x .4) _ HVAC 1—AH w/Heat = 1— HP = TOTAL CALCULATED LOAD Calculated load for service size is 25.2 kW divided by 230V = 110 Amps. 150A SERVICE, A 05 L� I I I I I 25.7 10.0 6.3 5.5 3.4 25.2 H co C W Lo Lo ',t C � MN Lo co x W CO '►-� N V a O W ca L y„r -0 O v CU _�. O C2 W CU c M i� QaDo E O _ n 0 N � = U L- N C > -p O CU O CU U O � CU N x� o a 0 U U1 .� CM (D L O m E- W N C� Q M M F5 J J .J 5; L.L m Y U 0 � L.L W = O J W � N H cU) W z m°O M M O Q Q rn M z O W °O U 0 J Q J J W z W C7 REVISIONS: Issue Date: 11/11/11 SECOND FLOOR ELECTRIC PLAN