Loading...
Plaza Drive 369 i Generol Notes FF N MONOL ITF-tIC CONCI2�'f� FOUNPAT1 ON V 1 I 4" CONc':W-l'- 51-A01 WITH N FI13F12Mr-5H ON 6 MIL. VI5alzNr OVr-l2 CLF-AN, (� 1Nf-�LL COMIIACTt:t2. T�I2MIT7; TI2F-ATl;P FILL 0 5TUP t%r2AMF 1 FOUNPAVON PLAN 12 1-yr,> {{3�12GLA55 SHINGLE No. Revision/Issue Dote n—wv.*aw ,Idi APP R0"-. , CITY OF ATLANT P & BUILDING OFFiC- Nana and wdm= JAN i 'i C 00gy: U 1'INISN�t� 1'L0012 11 11 11 11 11 11 J ' C 2> 5 ' —O" 100125 RECEIVED P°�` r' �" of Atlantic BeaCh DO. and ZOvling sea4 SCALE: 1/4" = 1'-0" rr Generol Notes Poor ML65E5 24" O.C. FIDEP&A55 9i%Lr5 15# FELT POOF 51EATHIN6 P-30 IN5 LAfION HLWCANE ANCHOP EA.h4EWEP INnATION BAFFLE TOr OF PI-Al 21 ' -U' ' ` _ {2) '7X4 TOr P-A MONOL11N1C FOIJNI�ATION E<I�G� i — ———————— ——————————————— — — r ------------------n1I'–I---------------- ----------------'-------------------1 I V O I ! VV I — ———————————————————————————————————— — — ———————————————————————————————————— — I I E I AI,I.IMINUMEAI; DRIP - `srud H?-AME: WA-L- 6'' ----------------' 4X2 r.T.FlJf iNG 5Tmr j A I { =_ 2X65JD-FA5CIA I I fiAMN&00MV IWI Ef5VIN6 t w/ IX2 EINE @ 16"O.C. HOU5E4Vt?AP 77fy W&I.5tAIHNG _ '------------------------ ' P-11 IN9LAt10N m _ I WOOD5fT5-2X424"O.C. _ E_====____________ _ ___----- = rK5%M TfEAT P 501,E PLAS I/2" 0 X 8"LONG Al40 a Paf5 I X21" O.C. I - -------------------------- --------- - 4" CONC.IV W 16X6 I 10110 W.W.M.Ot FIMRAf,%ON6MII FINI51EI76I E _ '--------------------------- ---=====1 = VISflENE --------------------------- No. Revision/Issue Date 160 C-41 FIN. FLOCK FTm No"and AwrmI • - - ° .° ♦ , a I iI '1 II 1{I'f�rfl II ♦ I – ------------ I I I _ L � ' — 4. CLEAN,MLI,CONPACTEP, _ Tf;IZMITE TK'EATP FLI, rl I -I l I i PL I\OOI I V/yw�\N Prol.e4 Mane and Addr.w I'-6" (2) #S�CiP+t;ITP 919F 23"O.G. I, C I CAI, PL-Awl T YID I CAI, WAIL I, 5F-C-rl O N 5CAL F- ; 1 / 4 " - 1 ' L SITE PLAN OF^ LOT 32 BLOCK 11 , AS SUBDI VI Sl ON "A " A TL A N Tl C BEACH, AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA . LOT 33 LOT 31 0 LOT 29 84007 ) 4)8 49 . 93 0.5, o :2 1, p °.6 v v V O Q v � 10 20 30 40 ° SCALE: 1 " 10' ° Q Q ° o 5.o, 21- 01 , 3 PROPOSED LOCA TION OF ONE STORY FRAME GARAGE --CONCRETE MONOLITHIC FOUNDATION --SEPARATED FROM MAIN DWELLING N Q0 I �CO�`CERE E LLJ 4.s I p J Lf) 6' WOOD I FENCE EX I S TING 4' WOOD / TWO S TCR Y 0FENCE SRA ME 0 RESIDENCE a No. 369 r o SnNeI� VEREP_ !tY of Atlantic 8each and Zoning Department Ingf� • Camplianee with spplicabte �b�t�tbdl union and other lots; lanc QZ =Tit the�ss�s, but does not constra, *1 Florida Buildin of permits. Comphd:,��. D Code and all ache applirr ti.,. O I pf��hty� F I pe+mltting reQt irerr,or tt 3S Building I aro°' city Ot antic J50.00, ( p p t issu. I't o� a 15 I tail mm ty a opment irector FOUND 1 P 12�� IRON /pE_ �- �- (N 0 CAP) o � S 84 4 » 10 FOUND 7 �— V V p /2 /RUN 50 . 00 /PE~(NO CAP) RECEIVED A;�� ? s ?001 THEPLAZAY G� oAtlentle 69aCh ( 0 R/G/-� T g and g OF WA y')—f A V ED CHECKED BY: FILE: DRAWN BY: DATE: SHEET— F REVISIONS 8Y 30'-0" L Clip PER 49.93' UPLIFTACONIyECTOR r- ..1 4'-0" 12'-0" 14'-0" SCHEDULE 2"x4" SPF #2 STUDS ® 16" O.C. ___________"'r_.-_.r�rrrrrrrr_______rr_ BEND WALL REINF. 2"x4" P.T. SYP No.2 PLATE W/ 4" CONCRETE SLAB ON GRADE 25" INTO SLAB '/2"0 x 10" ANCHOR BOLT AND W/ 6x6 W1.4 x W1.4 WWF SLAB ON GRADE, 2x2x'/a" PLATE WASHER ® 24" O.C. 1 1 OVER 6 MIL VAPOR BARRIER SES PLAN ON PREPARED GRADE PER GEOTECH r 41 1 I REPORT I ___ `--_^---_ ___---__-- #5 CONTINUOUS 1 1 • • • I 1 __...,.___________1 I 8" CMU STEMWALL W VERTICAL 1 I = REINFORCING CENTERED ® 48" O.C. j �I I I I • I 10"d x 20"w CONCRETE II I GROUT ALL CELLS SOLID FOOTING W/ 2--#5 CONT. to .. q I a • L____ __r____ 1-#5 VERTICAL DOWEL W/ I u I I � L _-���----�� I STD 90' BEND ® ALL 1 N o 3 I I -I ------------_________.,. - I CORNERS, INTERSECTIONS, I 1 I 1 I AND 48" O.C. o a S-1 j 'n I • II I I I 10"d x 20';w CONCRETE a 4"--STEP - - -----------j SAWCUT JO I I FOOTING W/ 2-#5 CONT. M a -L-------__.—J-INT----- 3" �LR 3" LRZ cn � I `J — an II SAWCUT JOIN I r----- -T I i 1 5 I I I Pzwo 1 _E I 1 S-1 4" CQ CRETE SLAB ON GRADE I I °' SECTION w z u- 1 j SAWCUT JOI I I W/ Fx W1.4 x W1.4 WWF I I i• » 1 Y Q _ SCALE: 3/4 = 1'-0" $-1 0' ¢V j cO I • _L -_ I I OVER b MIL VAPOR BARRIER I I Q ON 1 » 1 TEP I I REPORT GRADE PER GEOTECH SLAB ON GRADE, 00 -1°° 1 I I ' I SEE PLAN U w I I I I 3 -7 13 _2 I I 0- 200 I1 F 00 O5 �Y V I I (n z a _ 10 d x 16"w MONOLITHIC o 1 I . �-- _� I _ I I FOOTING IY V W/ 2-#5 CONT. _ _ -- 1, 4" 4 io I U SAWCUT JOINT I I SECTION I • I ; I II I I i 2 I to SCALE: 3/4" 1 COVERD PORCH 1 I I �I ISAWCUT JOINT 1 I BEND WALL REINF. I I I i II 1 S-1 1 1 25" INTO BLAB 1 11 I I ! L__-_____ I I SLAB ON GRADE, 1 I (V co S-1 I I I , II -- -+ I SEE FLAN SLOPE I n1 I 1 la o0 I I I I y �-- ----________ _____1 I 8" CMU STEMWALL W/ VERTICAL REINFORCING CENTERED ® 48" O.C. 1 15'-0" 60_0" I I I I I II I I 1 GROUT ALL CELLS SOLID I I 1O"d x 16"w MONOLITHIC I I I I I I 1 1 I 1 L- CONC. FOOTING W/ 2-#5 I I 1 - I --! �---� CONTINUOUS I I rn 1-#5 VERTICAL D0WEL W/ W I I I 5 I I I a, STD 90• BEND 0 ALL 1 I I I 4 _ I I CORNERS, INTERSECTIONS, I = 1 TWO STORY j I I S-.1 S_1 I I AND 48" O.C. • . ir o Z ! 1 10"d x 20"w CONCRETE W a L.______..__ --------r---_ _J ! _ 1 I I FOOTING W/ 2-#5 CONT. 3» LR 3 M I I 1 IT- Ir---------- ---- _ --------------------- ------------ -- 14" --14" STEP 4" CONCRETE :SLAB ON GRADE zl W/ 6x6 W1.4 W1.4 WWF I i �/ V I I 3 I I o o� OVER 6 MIL ;POR BARRIER I I o SECTION w 5--1 i ON PREPARED1 GRADE PER GEOTECH 1 I „I 3 m I I =J REPORT ' I n SCALE: 3/4" 1'-0" 1 �_ I I z 1 I __________ � -,._____-_.______ � __ SAWCUT JOINT___ 1 a Q 1 I I - _ I 3/4" DEEP SAWCUT w/ SLAB ON GRADE, `------------------------------ ___ _ ELASTOMERIC SEALANT SEE PLAN COVERD PORCH I ---t-i --________ ,� -#5 VERTICAL DOWEL W/ _ I I 10"d x 20"w CONCRETE STD 90' BEND ® ALL CORNERS, INTERSECTIONS FFOINT W/ 2-#5 CONT. I I AND 48" Q.C. j NOTE: SAWCUT CONCRETE SLAB WITHIN FOUNDATION PLAN 12 FOURS OF CONCRETE PLACEMENT 1 o SCALE: /4 0 = it-ON SAWCUT SLAB TYPICAL cv1 I ; - SECTION 4 ,� s 1z CONCRETE f c - 3000 psi SCALE: 3/4" = 1'-p" � I REINFORCING GRADE 60 L_y-------------------�«-____ter___---- _.._ 1) ALL WORK SHALL BE IN STRICT COMPLIANCE 'MTH THE STANDARD BUILDING CODE (S.B.C.) AND COUNTY 2"x4" SPF #2 STUDS 50 )—off BUILDING DEPARTMENT. 016 O.C. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS, ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR THE-------..-----.___—__ 2"x4" P.T. SYP No. PLATE W PLAZA UNLESS NOTED OTHERWISE. � " " / METAL (;LIP PER � --- 3) UNMARKED UTILITIES MAY BE ENCOUNTERED. m x 10 ANC o.ZOIR BOLT AND UPLIFT CONNECTOR 4) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO ANY WORK. 2x2x'/8" PLATE WASHER ® 24" D.C. SCHEDULE 5) FILL SHALL BE FIRMLY COMPACTED, CLEAN, WELL GRADED SAND MATERIAL, FREE OF ROOTS, ORGANIC (EXPANSION BOLTS NOT PERMITTED) SLAB ON GRADE, MATTER OR OTHER DEBRIS. '� " 4" STEP SEE PLAN 6) FILL SHALL BE PLACED IN 12 LOOSE LIFTS, (%OMPACTED TO 959, MODIFIED PROCTOR DENSITY AT / I OPTIMUM MOISTURE CONTENT. rt�713 WN SITE PLAN 7) SOIL BORING TEST SHOULD BE PREFORMED B1' A FLORIDA REGISTERED SOIL ENGINEER WITHIN BUILDING FOOTPRINTS. = CHECKED 0 SCALE: '/e" = 1'-0" 8) SOIL ENGINEER SHOULD CONDUCT SIX COMPACTION TESTS TO VERIFY ABOVE REQUIREMENTS. « . CCK 9) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER. 10"x20" MONOLITHIC DA 10) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS. 3" LR �LR CONC. FOOIING W/ 2-#5 7/20/00 LOT 32 BLOCK 11 SUBDIVISION "A", ATLANTIC BEACH, 3 CONTINUOUS SCALE AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THEap AS NOTED CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, 1'-8" a JOB N0. co E00-110 SECTIONSHEET o . 5 SCALE: 3/4" = 1'-0" 5--1 �Oq r q HiQ-Oar _T SHEET 1 OF 6 GIRDER TRUSS, EXAMPLE OF UNSUPPORTED (UNBLOCKED) REVISIONS BY SEE ROOF FRAMING BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS PLAN SHEARWALL SPECIFICATIONS OR DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D BY SCHEDULE OR NOTES. SW--1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"X4 HEAVY DUTY 'STRAP SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 3" • • • ° ,}° . BEND STRAP ANCHOR, SEE UPLIFT o.c. EDGES AND 6" o.c. FIELD.' INSTALL SPF#2 BLOCKING AT ALL OVER TRUSS > HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT EACH ' /2 CDX PLYWOOD ROOF SHEATHING, AS NEEDED CONNECTOR SCHEDULE NAIL w/ 8d COMMON WIRE ® 4 OC END OF,SHEARWALL SEGMENT. FASTEN THE SGP3 WITH 5/8"0 x :. 12 EDGE AND 6" OC FIELD. 12" ANCHOR BOLT AND 24-16d COMMON WIRE NAILS. GYPSUM BOARD `=' 7 „ OR PLYWOOD/OSB PANEL SW-2 INSTALL 1/2 CDX PLYWOOD SHEARWALL SHEATHING OVER 2X4 >_ PRE–ENGINEERED WOOD ALLTHREAD CONNECTOR SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" •• • - • •• ;k. ROOF TRUSSES ® 24" OCA, (USE'; LONGER LENGTH o.c. EDGES AND 6". o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL NAIL SPACING AT ' ' SEE ROOF FRAMING PLAN! THROUGH: FLOOR SYSTEM) HORIZONTAL JOINTS. INSTALL TWO PIECES SEMCO RS150 AT SUPPORTED EDGES, HURRICANE CLIPS PER UPLIFT EACH END OF SHEARWALL SEGMENT. FASTEN THE RS150 WITH SEE NOTES OR SCHEDULE - EXAMPLE OF rv,' CONNECTOR SCHEDULE. FOR MATCHING STRAP BELOW 22-10d COMMON WIRE NAILS. PANEL EDGE w/ HEAVY GIRDER TRUSSES, SEE TO CREATE •CONTINUOUS • • BLOCKING WHERE . DETAIL 2/S-1 LOAD PATH TO FOUNDATION SW-3 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING TO BOTH ' • REQUIRED BY ANCHOR STRAP AT DOUBLE OR TRIPLE POST w/ EXTERIOR AND INTERIOR SIDES, OVER 2"X4" SPF#2 STUDS. SCHEDULE OR TOP PLATE EL SILL TO CREATE FULL BLOCKING BETWEEN FLOORS FASTEN WITH 8d COMMON WIRE NAILS 0 3" o.c. EDGES AND 6" NOTES CONTINUOUS LOAD o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL JOINTS, SEE ARCH PLANS PATH FROM GIRDER INSTALL ONE PIECE SEMCO SGP3 AND TWO PIECES OF SEMCO TRUSS TO FOUNDATION SILL PLATE, SEE TPP4 AT EACH END OF SHEARWALL SEGMENT. FASTEN THE SGP3 STUDS, ROOF TRUSSES, r WALL SECTIONS „ » OR FLOOR JOISTS : ,{ (2)2x4 SYP#2 TOP PLATE WITH 5/8"0 x 12 ANCHOR BOLT AND 24-16d COMMON WIRE ' NAILS. FASTEN EACH TPP4 WITH 10----8d COMMON WIRE NAILS. ` /2 CDX PLYWOOD CLIP FROM DOUBLE TOP NAILED w/ 8d COMMON AT Z PLATE TO STUD, SEE 3" OC EDGE AND 6" OC FIELD ' SW-4 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING NAILING TO INTERMEDIATE UPLIFT CONNECTOR (FOR NAILING AT SHEARWALLS, ANCHOR BOLT TO FOUNDATION OVER EXISTING 2" X 4" SPF#2 STUDS. FASTEN WITH 8d COMMON SUPPORT IS 6" OC MAX UON w ¢ STRAP ANCHQR FROM Liz © ;4 SCHEDULE SEE SCHEDULE. FOR LOCATION OR THREADED' ROD THRU FLOOR WIRE NAILS ® 3 o.c. EDGES AND 6 o.c. FIELD. INSTALL SPF#2 NAILING PATTERN OR SHEATHING o ar OF SHEARWALLS, SEE FLOOR PLANS;) TRUSS TO FOUNDATION SYSTEM TO NEXT STRAP BELOW BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE: PIECE = z w o ON ROOF, FLOOR AND SHEARWALLS SEMCO SGP3 AT EACH END OF SHEARWALL SEGMENT TO INTERIOR ¢ w LL-' 2x4 SPF #2 STUDS rT� DETAIL CONCRETE SLAB. FASTEN THE SGP3 WITH 5/8"0 x 8" EXPANSION 5 DETAIL ® 16" OC BOLT AND 24-16d COMMON WIRE NAILS. ¢¢ S-1 SCALE: NTS S-1 SCALE: NT5 U P_ ¢w o NOTE: SEE DETAIL 5/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. W SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. TRRAL_ NOTES: _ o z 3 2"x6.' SYP No.2 ° HURRICANE CLIP, SEE DESIGN IIN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD 0 r- 00 o _. /4 T&G PLYWOOD, GLUE OVERFRAMING RAFTERS °° UPLIFT CONNECTOR BUILDING CODE. WIND LAOD DESIGN PER SECTION 1606.2. AND NAIL w/ 10d COMMON °° SCHEDULE (1) ® 6" OC EDGE AND ® 24 O.C. j 2"x4" SYP #2 BOTTOM PLATE 1. LIVE LOADS v 6" OC FIELD f - UNIFORM LIVE LOADS DE f UPLIFT CONNECTOR SCHEDULE F�LooR 40 PSF U FLOOR JOISTS, f FLOOR TO FLOOR SEE FLOOR FRAMING f STRAPS PER UPLIFT FROOF 20 PSF PLAN CONNECTOR SCHEDULE MEMBER SUPPORT SEMCO CONNECTOR 2. WIND LOAD BASIC 110 MPH FIN FLOOR EL f ° ° ° ° ° ° ° ° IMPORTANCE FACTOR 1.0 f ° ° ° ° ° ° TYPICAL ROOF TRU SES MEAN ROOF HEIGHT 26.0 FT SEE ARCH COMMON TRUSS: DBL TOP PLATE (1)HDP2X R00'F' PITCH 7/12 (30.2 DEGREES) '� VELOCITY PRESSURE 28.9 PSF j JACK TRUSS: DBL TOP PLATE (1)HDP2X WINDOW/DOOR DESIGN PRESSURE: f 2x6 SYP No.2 COLLAR GIRDER TRUSS (1)FAP1.8 END ZONE 43.0 PSF I (2)2x4 SYP #2 PLATE TIES W/ 8---12d NAILS INTERIOR ZONE 37.0 PSF f = EACH END, 0 24" OC CORNER JACK: DBL TOP PLATE �1�RTPGA824 TWISTED NOTE: COLLAR TIE TO BE LOCATEDGIRDER TRUSS 1FAP18 3. ALLOWABLE UNIT STRESSES: f A) C;pNCRETE: -- DESIGN AS PER ACI 318 LATEST EDITION HEADER , SPAN TABLE I N NO HIGHER THAN 2/3 THE TOTAL GIRDER TRUSS: DBL TOP PLATE (2)RTPGA824 TWISTED SLAB ON GRADE f'c -= 3000 PSI HEIGHT OF THE RAFTER f CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI -HEADER WINDOW/DOOR JACK f TYPICAL CONVENTIONAL ROOF A IN : f RAFTER ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI SYP 2 MAX OPENING STUDS COMMON ALL DBL TOP PLATE (1)HDP2X w " BEARING M2x8 2x6 4'–0 1 HEADER BEAM (1)HDP2X B) REINFORCING STEEL – ASTM A615 GRADE 60 5'-0" 2 MISCELLANEOUS OVERFRAMING LEDGER (1)FAP18 ,_ � M2xl 2x1 9'-0" 2 OVERFRAMING RAFTER: LEDGER 1 C) WELDED WIRE FABRIC – ASTM A185 w ¢RIDGE BEAM �1�HCPLR FAP18 '/2" CDX PLYWOOD 3 DETAIL D) QONCRETE MASONRY – DESIGN PER ACI 530 CURRENT EDITION L OVERFRAMING LEDGER: ROOF FRAMING 2 PCS #12x3/4" ROOF GRIP COMPRESSIVE STRENGTH f'm = 1500 PSI o `° NAILED w/ 8d COMMON AT S-1 SCALE: NTS SCREW w 1"sd WASHER ® 10 3 OC EDGE AND 6 OC FIELD EACH INTERSECTION WITH E) SOIL BEARING (DESIGN MAX.) 2500 PSF w _ ` (FOR NAILING AT SHEARWALLS, 0 SEE SCHEDULE. FOR LOCATION ROOF FRAMING OF SHEARWALLS SEE FLOOR PLANS 1 F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 - m ' a 2"x8" PORCH LEDGER WALL STUDS 4 ROWS 16d 0OMMON C)R BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE o ;; NAILS 0 16" O.C. VVITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �_= �? METAL CLIP PER 2x4 SPF #2 STUDS UPLIFT CONNECTOR AT (EACH STUD) E3Y AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL > 4 UPLIFT CONNECTOR ® 16" OC TOP AND BOTTOM OF PORCH BEAMS PORCH COLUMNS 2 RTPGA824 f E3E SPF NO. 2 (UNLESS NOTED OTHERWISE). ¢ SCHEDULE EACH STUD, SEE SCHEDULE ( ) , i 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 2x4 P.T. SILL PLATE FLOOR BEAM PORCH COLUMNS (3)RTPGA824 FOR REINFORCING SHALL BE AS FOLLOWS: 4" CONCRETE SLAB ON GRADE w/ w/ '/z"0 x 10" ANCHOR F-OOTINGS 3" WWF 6x6 W1.4xW1.4 OVER 6 MIL BOLT ® 24" OC w/ PORCH COLUMNS FOUNDATION 1 ABP66 VAPOR BARRIER ON COMPACTED FILL. 2"x2"x'/8" PLATE WASHER N MBE OF FULL O SLAB ON GRADE CENTERED H GHT STUDS WINDOW D00 HEADER 5. ALL IREINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE E H IDE OF 0 . NIN SEE HEADER TO 4'-'0" JACK STUDS 1)RTPGA824 EACH SIDE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 8" CMU STEM WALL, HEADER 5'-0" TO 6'•--0' JACK STUDS MRTPGA824 EACH SIDE AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD FILL ALL CELLS SOLID P N R SCHEDULE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING HEADER, SEE OF C,pNCRETE. x�--� X X PLANS 2 STORY EXTERIOR BEARING WALLS #5 DOWEL ® 48 OC w/ DBL TOP PLATE 2ND FLOOR STUDS TPP4 ® 16" oc 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS STD HOOK, LAP 25" MIN HEADER STRAPS, 2ND FLOOR STUDS 1ST FLOOR STUDS �1�RS150 ® 32" OC FOLLOWS:SEE UPLIFT SCHEDULE 2ND FLOOR STUDS BEAM 1RS150 ® 32" OC ' ti�ASONRY 48 BAR DIAMETERS BEND ,WALL REINF. I ISI I I—III 1ST FLOOR STUDS SILL PLATE �1)TPP4 ® 16" CONCRETE 40 BAR DIAMETERS 25 INTO SLAB iI I » » _ ROUGH OPENING SILL PLATE FOUNDATION /2 � x 10 ANCHOR BOLT w/ . } ,... » » > » 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR °D SEE ARCH 2x2 �x / PLATE WASHER UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. , ® 24 OC I CLIPS OR CRIPPLE 1 STORY EXTERIOR BEARING WALLS 8. ALL LOAD BEARING EXTERIOR STEM WALLS SHALL BE COMPOSED OF w HOLDDOWN AT STUDS DBL TOP PLATE 1ST FLOOR STUDS TPP4 ® 16 ac ASTM C90 GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH 4.. J FOUNDATION, 1ST FLOOR STUDS SILL PLATE TPP4 ® 16" OC TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL SEE SCHEDULE SILL PLATE FOUNDATION '/2"0 x 10" ANCHOR BOLT w/ REINFORCEMENT WITH CONCRETE GROUT. FILL ALL CELLS BELOW F 2"x2"x'/8" PLATE WASHER FINISHED GRADE WITH CONCRETE. t CONTINUOUS CONCRETE 3" CL AR TYP FOOTING W/ 2–#5 CONT ® 24" OC 1'-8" 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER a^ NOTES: MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING ,,DRp,ww�fv,+"""" ,. 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. CONSTRUCTION. pyyBl . a REFER TO THE SEMCO METAL CONNECTORS 1997--1998 CATALOG FOR CHECKED" : r _ 1 WALL SECTION , TYPICAL 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. � COMPLETE INSTALLATION REQUIREMENTS. CCK ; SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING a 2) USE: THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: ATEA ;, FRAMING AND STRAPPING DRAWINGS FOR EMBEDS OPENINGS SLEEVES ETC. WHICH ARE NOT 07,�20�00 � CD S-1 SCALE: 3/4" = 1'–O" HDP2X 10-10d SHOWN ON STRUCTURAL DRAWINGS. r AT TYPICAL WALL OPENING RTPGA824T 20-10d, U.N.O. IF R A a oFFicr�Cki ASSNC)yTED FAP18 10--10d x 11/2" 1T 'ti;n CALL NLACaY1C 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE d. r4%*)I DETAIL HCPLR 8--8d 7 RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, J°� �° ; Q TPP4 10-8d �fi+ '1 �� PRO(CEDURES OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE E00-110 S-1 SCALE: NTS RS150 22- 1 od CON'TRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOI? :' SHEET ABP66 ' "Ox12" ANCHOR BOLT AND 12-16d • /z f -- THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN - _•� l ` . ACCORDANCE WITH THE CONTRACT DOCUMENTS. ''ti1 12. THE [DESIGN OF THE PRE--ENGINEERED ROOF TRUSSES SHALL BEAR THE a SEAL_ OF AN ENGINEER IN THE STATE OF FLORIDA. ,. . aAEET 1 of 1 ° . i ( � I j i it it . 1 i PERMIT COP , " " SIVE ADDRESS FERMI NOS LEGAL DESCRI rP-T1c)N' STAMPS' G� �����ap M ,IT COPY ONLY- G O I CITY 0.F ATLANTIC BEACH BUILDING OFFICE i AUG 3r By L JENISH HOUSE DESIGN LIMITED T'"'S DESIGN IS THE EXCLUSIVE COPYRIGHT PROPERTY OF .1ENlS4 NOI,JSE DESIGN LIMITED AND MAY NOT BE REPRODUCED OR COPIED r fV 4] W U IE U g a µ - O w Q m W r }O G '6'6 W WK Of S N • 2 0 N w z 0 30'-0" PROPERTY LINE LO $. 3., 8'-2�.. z J LINE OF MECK ABOVE Uj 2-2X8 FL BM -2X8 FL BMo I X � U m 0 0 I WOOD STEDS 0 0 r8_'8_ CONC PIER axo I (3 STRINGERS) ;n in I rb 24"x24"x9" CONC FTG j Ilcv \ (5 REQUIRED) In 41 � a LP P 0 f U LUNG ENVEDLIOPE 11� \2-2X8 FL BM a O BUIL1 00 \ 2x8 DECK JOISTS 00 I I 0 I'`14 ® 16" O.C. o �. 0 0 0 a -� I R-12 RIGID WSULATION M M o o n " I I W/ PROTECTION TO 6 0. Ad BELOW FROSTLINE N (MIN 24" BELOW FIN GRADE) 0 I 11 x w I I 1 Al NA -m _9_ in UNFINISHED I (n ?a LINE OF SECOND DN cv -FLOOR ABOVE -7 — I m I o BASEMENT 0 II I CrS 8'-0 3/4" CLG HT I I m m CO�VER�E�I� I I 9'-0" O 4'-0.. /13'--0"00 00 O CV SMOKE AL4RM �a I AS PER B.C.B.C" U 2x6 STUDS ® 16" O.C. O I o i 6" CONC CURB WALL x I x x� I I I I I 16"x6" CONC FTG `� N n'to -- ---- -- � -- � FACE - i I f . _ cD `� II ( o HWT FURN (� C° ro 1 { I SPS I �, 3-PIECE LJ I I I I ROUGH-IN I I 0 I I I I METAL PAN — _ _ I O n l W/ DRAIN TORAGE I r -� i.lo I i a) I -97- PROPOSED DWELLING •`� � � I L c dy, 2x4 STUDS R 16" o.c.6" ONC CURB WALL as � � � I 16 x6" CONC FTG rt I MAIN FLR. ELEV: I I I Y co BSMT. FLR. ELEV: M•B.E.: 2x10 FLR JS T ®16"O.C. m 3-2x12 M CENTER OF I I `° 2x2 CROSS B IDGING MAX ® 7'-0" I BEAM ao I 3/4" PLY SU FLOOR GLUED & NAILED 8"x8" CONIC PIR 24"x24"x9" CO C FTG U0 DBL JOIST 3 0 On- o t rn I 2x10 §LR JSTS ®12"O.C:----J__- 3UP14R (� O 0 co 1 rn MINIMUM I COVEREC? I POP--�,l BOND BREAK & m o X 0- MINIMUM MINIMUM (, ;', 0 51gEYARD SETBACK L f- — — J 51DEYARD SETBACK r= FLEXIBLE SEALANT -�o N r i, f 8" CONC FND WALL 24"x30" ACCESS N14 ` "`_' DN 16" x 6" CONC FTG (INSULATED) I G= Z .mer.rs►.• � ! .a Cr CL BUILDING WIDTH v.; �� jrF,...ra o"i,���� '+,���..� sC7RALPAE Y _ O U O Uj Cr DISTANCE TO DWELLING DISTANCE TO DWELLING0 =c°`` FROM PROPERTY LINE � 1 •j+� ¢ FROM PROPERTY LINE 1�1'1 " 8" CONC�ND�LLwo� . YIA6-r6CONC FTG 00 nj — CC)P _ O O - - STE U PS �` L- — — — — — — — — — :��WOOD (4 STRINC;ERS) 9 W a • This drawing is the exclusive property of BASEMENTZ,/ FOUNDATION P LA N JENISH HOUSE DESIGN LIMITED and may not be reproduced or used UNFINISHED AREA - 1222 S Q.FT. in any form without written permission from some STREET: REFERENCE -" LEGAL DESCRIPTION STOCK LOT DRAWN DSL CHECKED IK FOR FURTHER SITE INFORMATION, SEE GENERAL NOTES APR '99 SHEET 3 OF 6 SCALE. SITE PLAN 1/4.._1' DWELLING SCALE: 1 /8"= 1 '—opt SHEET: SITE: NOT TO SCALE 1 OF 6 PLAN NUMBER: 7-4-856 l� . 1J WESTECH 174960 r W� .gypp u Qm P� LLM 0 f11 003 M 2W4+`' �"� R'7 20W 10LZ P4 9 W} WW W Z .J B LAJ 6 30'-0" 4.^0.. 12'-0" 14'-0,. 4'_6j" / 3'-41 4'^ 81., 8' 3" 8 24 B 6 6x6 POST 30'--0" (4 REQ'D) 36"H RDRAIL 2-2X10 BM 2-2X10 BM 14'-4" 2'-4" 13'--4" _ zo M M 7'-4" 6'-6" 0° w f�WATERP OOF o DN I I a_ MEMBRANE 1 XC14 O N 42 4 .. v' ENG'D BEAM 1 1 040 5040 ^LINE OF FLOOR ABOVE30 0 30503050 HB 5 — — L � - - - - - - - ,.. aa ,.. v F '.f R..' rF r` EtvrrT-r v..• .ice, _.T.- —_.. . ,Y i b:,.v:i�.),f{_erv..-...... a. ;�.: .�.::.Y.Jk+i 8_. ... ' r�f;SS d[w vTv.. 4L�:...'.;.•.nM::..J•.!I( .. a+r. s: ya _ COVERED PORC _ ( - 16'-0" x 10' -0" a 30 FRENCH Q I _ - w Fz 1 m a a A I m -� �a Ln o 1 <'. 'n o 01 2""CLEA & FLA5H 0 I I ® DWEL ING _ MORNING ROOM F 1 w 3050 3050 WAL I w: 11.^0.. x B E D R O O M 2 B E D R O O M#3 - ---- a�.:{.�L,yr, r:::. r , a FACE ao v : 13'-B" x 9'-4" 'n 12.-8.. x 11'-0" s t 1 0 0 0 -2X10 FL BM / 4 2 L, INSULATION W 1 I / "` R--28 BATT. INSUL. = WORKING m :; ISLAND of 6 MI POLY V. 1 3'-6" 2' 0 3'-8" 9'-8" 1 TO WARM SIDE oa 4'-0" 3'--3" o z n v_n 2s 4-2X6 i \ Ln ®o O o ------..... POST — — 2e X I GREAT ROOM o � o N t. " " 15 -6 x 12 -0 11 -� 28 x 22 .,»:..M1-:».:.,:. .:-:.r r... ",::,::.: :,:_:.._:.....::::..:.,::.. o z w l N � � L)W � S I ATTIC ACCESS f' I a o K ITC H E N ' L ^ , J 00 WEATI-�ERSTRIPP 0 Af io 1 = 1 IZ o p 9'-4" x 13'-0" 1 : o-: ::•p"�i. K :.y�.: CV Ioil m I rs. MIRROR ao x SLO E D - m a N 3'-4" 2'-0" 11 / x �, LU LU N 1 P E FT N � A '�' a BEDROOM4 ' I `n _ 28 A A ¢ I �a R ie m I BATH I� r7 o U 6 0 J6 10'-2" x 10,_0" ¢ I 6 6 = 1 --o RANGE co 1 1/2" WALL N I = I• EN r i p, A r ao \' 2-2x10 BM ARCHWAY H N I z, _ — 2-2x10 MI ROR R & S `` N- -- _ o N ON 6R = m I a a _ _- — _ — — — — — — I I I 00 o w I in - 8 POW )�fl 1 U-) © I z TOWEL 60" TUB/SHWR HI �� ,w 2-2x10 BM I ® ® 2 {n COATS N a L 5 I ` o ¢ cv � _._ a DN 14R ir7 24 � r: a a� .. 210 PENNINSULA r 30 F � IN OF 5 B a a T CD GAS FIREPLACE: t `° 2 _ I — — - — — _ 3`. SPECIFICATIONS T8 4 4 1 1 10'- 10' N a N -9 2'-3 5'-7 1 °: FINISH TO OWNER'S a O FAUN — -- SPECIFICATIONS w w p �' `D - DN t \ / W.I.C. I "; i 2x10 FLR JSTS ®16 "`�w a 3,Y „ a 3 BF W t LOi ,� D 2B 2x6 WALL I LIVING O =00 conrs � ^ NVENT — _ n: �� 12 -6 - 4: 28 R & s 1 x �� , N R & s y. t J 3 TO ABOVE N y =�M1i"%x�.,0µ'tsdRv 4136 SI rr,a"'.,"�v�i.3'�`.'?,-K � "�niivnxy Jr Y• ---___"' � 'j � —_.-.._-�.--f� � � ��i � — r_,�^ ,4£• t�xr �� r. W4 i�:Y a .ivw= ���vudmvFrC"-.'�sT ,. (SEE DETAIL) FACE 1 13' 3-2x10 3'-8" FACE — ARCHWAY ao r_ FACE A. __ s%; 1 €3 — — I ; �OOU JOIST - wq. MASTER SUITE _ °' ASSOCI�`�IG 2 MIRROR ''`' h, I a w: ¢ _71, a=a ;;.: tai 12'-6„ x 15'--0" PLUS a 3 ^5,. 3' 2 ' y ,• � f. t �112a :;. ENSUITE Ri ~_,,., s rr��0 % 2 x 10 FLR S a 12•e'�Ty ..,f:.,• „�'` e�_.. L D n. p'jy .p m y- d ,•� I 2x2 CROSS tNf3� DEN � I F �, S/GL N / � 0111' 1'E R 9'-0" x g'-o" 0 � 3 4" PLY SUBF OQR-'�Ct:IED'"� I o x Y : THIG F ' A 'I,*, w 3 `° a 0 - THE PEAR 1�J RE©INK. o, I a . 0 o p L VE BOTTOM N 6030 : O R COLOUR INDICA -� I P TE BELOW SOAKER TUB S ER 4' �' ? t'' = IPIFRlNGEYVIEP+IT 01 "' HB ' a FN " YRIGH'T LAWS- x 10 LINTEL DO . l r 0 P 3 �3 C r ..,..... ... ,..... .v,v. ... '.v v t`� . ,,,,' %++ r}•� .. dp� Vi�� s" k,.Ft"• •'� �`F ° f '- K t. \if 4 •S,• �r». .M1 �d ,-�� q 8 ° 8 ° 4°4° a 4u4°, S� GL �! 3,,i `t A ��:�" "? 2 5 2 5 72"x96" S D.S.UNIT 050 COV RED a 9' , x: r,a p=....f fYfrr 'w�:�' / 41., 1 W/ TRANS M OVER I \ M PO CH o� m © ' ,,.,� ., �' I COV RED I \\ o e� ?+ i G�� t 2X6 RAFTERS '� o = 10'-0" 5'-0" w x .��� eR ,. ,� ®z4" a.c. IIm VERA DAHCo N °"(� I (V 7t 1 .w�'4 `.:;i''+;'' r x!np?•c�-�"�r-u/.�rr�a�rr .� � b• -'.... i. 2" CL R x x \ w � p fn I O I w. � 7 n �J cv �WATE ROOF �� cv w n,,wMk.�. er a �-� 1'cl 30'-0" 7'-0 N I WATERPROOF, p m i� ® DW LING MEMBRANE �� x ` '�" s + � 1 r �. m IIr<, r�Il MEMBRANE I • �( _ oc UNE O — _ _ J y 11 x . 6X6 ;� 1� ��`7' �����,� ���������� �1� �''����� N / DECK / BM 2x8 DECK JSTS � \\\ N 6X6 42"HI H 6" WALL w ► / 3-2X8 3-2X8 B POST CEDARSHINGLES POST O'TV1 * �r ® 16" O. W 6'^g.. 8'--3" 8'-6" DRAIIN 6'-•-6'Q i. — 36"HIGH 8" WALL . { 3-2X8 BM 1" STONE VENEER le 10.-0" 10, POST T0.. 1. _0'"` � \ / I.E. 12" FLAGST (48REQ D) ONE CAP \ / ¢ This drawing is the 30'-0" �I¢ _ \ / 10'--0 10 0" 10'^0.. exclusive property of r- X � JENISW HOUSE DESIGN LIMITED ;•rf / \ 2x6 DORMER g'-g" 5'-4" 6'_6 and may not be WALL ABOVE reproduced or used B : / ROOF TRUSSES 20'_4•' 9'-8" in any form without a: „r. 4y_: ,rv. written permission 6 y„„ OP OPENING 5'-7 1/4” 30'-0" from some 3 2 IAL Qv REFERENCE: B STOCK DORMER DETAIL_ 6 DRAWN SCALE: 1/4"=1 '--0" DSL FLOOR O R P L_A N MAIN FLOOR O R P LAN CHECKED. � L� IK FINISHED AREA 1080 SQ. FT. FINISHED AREA - 950 SQ. FT,. DATE. 9 ' -0" CEILING HEIGHT APR '99 SCALE. * SEE SHEET 3 OF 6 FOR HEATING & ELECTRICAL LAYOUTS * SEE SHEET 4 OF 6 FOR ROOF FRAME PLAN SHEET: ~ 2 OF 6 TOTAL FINISHED AREA - 2030 S .FT. PLAN NUMBER' 7-4-856 WESTECH 174960 01,Gt NOT W O_� � E N E R L W w lY o it V¢LA 4N7( fiM ON QmWQ O�2 � am, STANDARD NOTES INSULATION AND VENTILATION u o 0, • By commencing construction of a building from these drawings,the • Minimum insulation requirements D Tese Root/ceiling I 40 (R.S.I. - 7.0 A� 6 owner and/or budder accepts the CON ITIONS OF SALE of t Walls 2 x 4 R- 14 (R.S.I. - 2.45 �' drawings and has read and understands the GENERAL NOTES as R- 20 R.S.I. - 3.5 z follows. Walls-2 x 6 • The following notes are to be included with and become pail Oil the INSULATION REQUIREMENTS 4500 DEGREE DAYS OR GREATER attached plans. Roof/ceiling R` 44 (R.S.I. - 7.7 • All work Shall conform to the current Building Codes adapte(J by Walls R- 22 R.S.I. - 3.85 authorities having jurisdiction or local Building Codes and Bylaws • 6 mil poly vapour barrier Shall be installed on the warm side of which may take precedence insulation. • All work shall be equal in all respects to good building practiCe. + Ceiling insulation may be loose rill type or batt type,wall and floor • Written dimensions take precedence over scaled drawings insulation shall be batt type. • JENISH HOUSE DESIGN LIMITED shall not be responsible for any*var- + Provide baffle for air space(equal to soffit venfing) between insul iances from the structural drawings and specifications, or OCljust- ation and root sheathing at exterior wall line. ments required resulting from conditions encountered at the joie site , Walls and ceilings between residence and attached garage or LU and is the sole responsibility of the owner or contractor carport shall be unsutated • Construction loads on the structure caused by interim storaCge of • Insulation requirements may vary with heating systems and with materials or use of equipment,shall not be allowed f0 excee(d the local conditions Check with local authorities design loadings • All roof spaces shall be ventilated with soffit,roof,or gable vents.or a combination of these equally distributed between top of roof space ERRORS AND OMISSIONS and soffits • Attics or roof spaces to be vented minimum 1/300 of area.Unheated JENISH HOUSE DESIGN LIMITED makes every effort to provide com• crawispaces to be vented minimum 1/500 of area with closeable plete and accurate home plans However,we assume no liability f(:)r any vents errors or omissions which may affect construction.It is the responsibility FIREPLACES AND MASONRY of the builder to check and verity all dimensions and details before pro ceeding with construction. • All masonry applications shall be in accordance with The current Should any discrepancies be found on these plans please c5dvise Building Codes. our office at your earliest convenience By doing so we will be able to + All fireplace and chimney installations shall be governed,inspected make corrections to the drawings and replace any plans purch(nsed if and approved by minicipal authorities (separate permit may be � I necessary In this way we can better serve you and prevent errors from required). —• recurring • Fireplace(s) to be finished to owner's specifications including hearth and mantle if specified STRUCTURAL DESIGN AND ENGINEERING • Wood burning fireplace hearths to be minimum 16" deep and project minimum 8"each side of opening To provide our clients with distinctive and attractive designs,it has • Fireplace flue size is minimum 1/10 of fireplace opening size been necessary in some instances to use beam sizes and framing + Dampers shall be rear hinged and min.8"(200 mm)above finished details not specified by current Building Codes. opening. Although these plans are designed using standard engin,eering • Provide minimum of 8"(200 mm)of brick,including firebrick,on all and building practices,the City or Municipal Building department may sides of firebox - 12" (300 mm)for stone. _ require Confirmation by a certified Structural Engineer which IS the . Interior wood frame to be minimum 4" (100 mm)clear from back -- — -- — — — — — -^ — - � � — — — � � responsibility of owner or builder to provide and sides of firebox and 2" (50 mm) clear from brick chimneys j ® Exterior wood frame to be minimum 1"(25 mm)clear from exterior f� STRUCTURAL DESIGN CRITERIA fireplace and 'h" clear from exterior chimneys. l� 1 • Fireplace to have ash dumps with cast iron cleanouts below where • Assumed roof design load(live and dead)-50 p s f (2.5 kN/m sq) possible Provide cast iron cleonouts below thimble for masonry • Assumed soil bearing capacity- 2,500 p s f (119 7 kN/m sq.) flues. I Concrete foundations and slabs on grade to have a milnimum • 'Zero clearance' type metal fireplaces and metal chimneys to be 3 E 11 WP compressive strength of 20 mpg at 28 days. CSA approved and installed to manufacturer's specifications. I • Floor joists and roof framing to be a2 Hem-Fir and better, unless 3 otherwise noted FINISHING • ,Beams to be #2 Douglas Fir and better co l� NOTE: • All interior and exterior finishing shall be specified by owner. Any If soil conditions are less, or floor and roof loads are greater tt}an this finishing shown on plans shall be confirmed by owner. 1 plan is designed for,your budding department may require adjustments • Exterior doors shall be solid core and weatherstripped. Garage 1 to the plans or ask that the plans be engineered by a certified Sttuctural doors to dwelling to be as above and self-closing. — — Engineer. It is best that an engineer familiar with local conditions be Flash at all horizontal changes in exterior finishings and caulk consulted around all unflashed exterior openings.Flash over all unprotected i SITE PLAN NOopenings TES Sliding glass doors shall have safety gloss I � 1 • Window sizes are shown in feet and inches. 1 • The owner or builder shall be responsible for the correct siting of this i.e.4'3°° 4' 0" (1219 mm)wide by 3' 6" (1067 mm) high. ; _ home on the property. JENISH Hd1J5E DESIGN LIMITED assumes no • poor Sizes are width Shown by 6'-8" (2030 mm) high i F_ — I I DWliability for plans complying with zoning regulations or lot COriditions. 1,e. 28- 2'-8" (811 mm)wide by 6'-8" (2030 mm) high. I I SMOKE ALARM — — -- — -J Owner to supply all missing dimensions on site plan,alsoel6vations Openings in partitions shown without doors are full height unless /AS PER LARM.C. of lot,legal description,north direction,name of street and location L J FI J of services,easements and right of ways. shown as an arch.Arches are framed 6'-11"high unless otherwise E • All measurements on site plan to be governed and approved by noted. -- authorities having jurisdiction before Starting construction. • Coat and clothes closets shall have one rod and shelf.Linen closets R • Wells and septic disposal systems r st located and constructed in shall have 5 adjustable shelves where possible.Broom closets shall 3 3 have one Shelf, accordance with health authorities having jurisdiction • All bathrooms shall have a wall medicine cabinet or one lockable i 3 GFI WOOD FRAMING drawer. I _ 1 3 �SMOKi!�Rlvl — --•- — -- i� � — — � � - Dimensions are from outside face of exterior studs to cent(er of par- ABBREVIATIONS AS PER B.C.B.C. _ — — — — 3 Wall and wP titian walls unless otherwise noted. Face of exterior stud 3 3 1 O O Linen F foundation wall to be flush. LIN Lazy Bb Board O Lou red uson • Joists shell be doubled under parallel partitions over 6'- p" long. BERM Bedroom Ls Louvered I L — - 3 Joists to be placed to accommodate heating. plumbing,etc B F Bitola door LVR B I Built-in MAX Maximum 3 • All lintels shall be 2- 2 x 10 unless otherwise noted MC Medicine Cabinet rooted with 4 BLDG Bowing — — — � — I . Wood in contact with concrete to be damp-p 5 lbs telt, Boom MIN Mlnlmum 3 6 mil poly or other approved method.Plates to be anchored to con" BRM Broom MIR Minor _ 1 trete with 'h' dram. anchor bolts of maximum 6'- 0" a C Or other B,U Built up MFR SPEC's Manufacturers specifications 3 Microwave approved method.Exterior concrete sill plates to be level Of)d under• c cnknes NBC National Building Code side sealed. CANt'R Cantilever Not to scale W _ D ridged at C I Cast Iron NIS \ f/ Floor joist and roof joist spans more than 7'-0"shell be bl o oven 3 1 mid span or at 7'-0"o c. maximum unless sheathed Of strapped CLG Ceiling 0 Over both sides with wood. Bridging shall be 2 x 2 diagc)nal type COL(s) Column(s) — ...- g g CONC Concrete OBSC Obscure 1 whereverposslble cpD(s) Cupboard(s) OC on center • Root trusses will require engineer's certificate. For pretgbricated D Dryer O TG D optional garage door I trusses obtain certificate from fabricator. oar optional _ _ DIAM Diameter KT pocket door DROPPED C TNG — — ON Down PLY DROPPED w / — FOUNDATIONS DBL Double PLV Rancied DIM(S) Dimension(s) REO D Required DORMER V — — .5 GFI i'' • Foundations shall be concrete on solid undisturbed bebring and DR Doo` R &s Rod and shell F DW Dishwasher Pool below frost line, ELEV Elevation RF 3 --� u+T c • Foundation walls shall not be backfilled until concrete has reached ENS Ensulte RM Room ` R 0 Rough opening its specified 28 day strength or until adequately braced subject f0 EQ Equal approval by authority having jurisdiction E W Each wCry s Sink _ p („ f7 • Grades shown on plans are estimated.Foundation wall heights may F Rerrlgerbtor s c sand core S?FFL Floor S;GL 5dfery glass n �u require adjustment to suit Site COndltlOnS Showa, �i r �r a s • All concrete and masonry foundation walls exceeding h(�igh►limits FL DR Floor drain SH Face or SL GL DR Sliding gloss door �' � specified by current Building Codes require engineering. F'o spEc(s) SpeCMcatlon(s) e •”"'"'�,y�n� �••. FLUOR Fluorescent '� r ' �; • Perimeter drainage shall be Installed where required to ing approval FNp(5) Foundanon(s) TVP Typical �r 'yrrfA r ? Of local QufhOdtles FR Fre9;er U Under T? ,t Nw si. }z t.m•r-x'"w ' �pa�, e y • IT is recommended that all foundation walls 24" (600 mm) and �G(s) Foonng(q U,s Underside 6 , L&J yr.✓a � r3M H tl 3 higher 5h011 have one 12 mm ('�" diam)reinforcing bar Centered FURN FUmaC9 w warner(clothes) a.•• 5 3imum 24" H B Hose bib W, WBh i - !,� �� I a y - � 3" (75 mm) from top Corner reinforcing t0 lapped mit xr 'Pb� Hn !'L ? R ^a ® HORIZ Norl;ontal �� �.� t x116 (600 mm). W C weathe pro WA n �. HT Height WP weatherproof I ® - 1 �t k' ELECTRICAL VAN Vonity Jf H W T Hot water lank VERT Vertical WP I INSUL Insulation ;� � 1` + �• ����j • Installation of electrical Items must comply with local electrical Jsr(s) Joh,(6) vB Vapour border I codes and regulations and with the local electric powgr supplier's vp vapour proof JIBE p LC Laundry chute regulations In all respects r (�� ,� I • Outlet locations shown on plans comply with or excged current is Building Code minimum requirements and are to be used as a guide only. Adjust according t0 owner's and/or local, authoritys 1 requirements. L - --- -- - - - - - - - - -_ J HEATING COPYRIGHT • Installation of entire heating system,whether electric,fC)rced warm copyright property of Jenish House Design ❑ g This plan and design is the air or hot water,must comply with manufacturers dlrecilons(where Limited and may not be reproduced or coaled without written per- applicable) and conform with local codes and regul4dfions in all mission from Jenish House Design Limited respects. • Gas connection will require separate permit and InspE)cfion. JENISH HOUSE DESIGN LIMITED PERMITS THE PURCHASER TO CON- • Fuel burning appliances,including furnaces,fireplaces and stoves. STRUCT ONLY ONE (1) DWELLING WITH ONE PURCHASE OF PLANS. to be provided with combustion air supply from exteri(Dr. This drawing is the exclusive property Of ELECTRICAL SYMBOLS JENISH HOUSE pE51GN LIMITED O R HEATING SYMBOL DESCRIPTION and may not sG MAI NSYMBOL DESCRIPTION SYMBOL DESCRIPTION reproduced or used F- L_ Q Q R HEAT I N in any form without SECOND P LAN. written permission ELECTRICAL CEILING WAIL from same ELECTRI NAL_ P LANDUPLEX RECEPTACLE(NUMBER IOTH AUTOMATIC DOOR OPENER SURFACE MOUNTED LIGHT FIXTURE � CAtES HEIGHT ABOVE FLOOD IF OTHER O(ps) -O(P5) (P S INDICATES PULL SWITCH) 4�) THAN THE STANDARD 12') © DOOR CHIMES REFERENCE ® /nl DROPPED LIGHT FIXTURE SINGLE RECEPTACLE ❑ STOCK PUSH BUT10N SPLIT RECEPTACLE SWITCHED ONE SIDE INTERCOM CENTRE ® RECESSED LIGHT FIXTURE ❑ICC DUPLEX RECEPTACLE-SPAT CIRCUIT ❑ REMOTE INiERCOM DRAWN IC ® RECESSED WALL WASHER (D DUPLEX FLOOR RECEPTACLE TELEVISION CABLE OUTLET DSL SPECIAL PURPOSE FIXED WIRED OUTLET ® I E DISHWASHER.SAUNA,FURNACE a TELEPHONE OUTLET OVP �VP VAPOUR PROOF LIGHT FIXTURE 208/230 VOLT FOR RANGE.OVEN.AND CHECKED DRYER,ETC SMOKE DETECTOR AND ALARM IK FLOOD LIGHT � DUPLEX APPLIANCE OUTLET A DUPLEX RECEPTACLE WITH GROUND FAULT INTERUPTER CIRCUIT BREAKER STANDARD SYMBOLS PATE CLOCK OUTLET 1@5GFI APR '99 DUPLEX RECEPTACLE(OR ANY OTHER RECEPTACLE TYPE)WEATHER PROOFED O 3CLAM A METAL CHIMNEY FAN yrp NOTE ALL EXTERIOR WP OUTLETS ALSO SCALE 10 HAVE G F 1 PROTECTION CLASS B METAL CHIMNEY 1/4"-1'-0 RECESSED HEAT LAMP SINGLE POLE SWITCH HOSE BIB TRACK LIGHT FLOOR DRAIN SHEET F 6 ---_--w-_1 SINGLE FLUORESCENT FIXTURE 343 WAV OR 4 WAV SWITCH 1 LAMINATED POST IN WALL SUPPORTING BEAM OR GIRDER TRUSS (WIDTH OF -~ ~ FLUORESCENT LIGHT FIXTURE SURFACE POST SAME AS STRUCTURAL MEMBER I MOUNTED-SIZE OF BOX INDICATES SUPPORTED) PLAN NUMBER I L------.-_-a SIZE OF INSTALLATION DIM DIMMER CONTROL SWITCH 7-4-856 � Floor Calllnp Wall iv _- FLUORESCENT LIGHT FIXTURE RECESSED D r DOOR SWITCH .J r'------- - WARM AIR REGISTERS RETURN AIR REGISTER � wesTECH183845 U- U 6 IE ,(-0 .>A 0 IE 55,j o- °3 2 C"A In 6 co C4 C4 0TU� t2 Z UPPER RIDGE FLASH OVER 2X8 TRIM BD 12 7 Uj FLASHING--- I x4 TRIM BOARD ON- ASPHALT SHINGLE ----2x10 BARGE BOARD 7 _CEDAR SHINGLE-- ---SIDING- __l`X10" TRIM SO'— UPPER CLG y-8- S/GL 1 x4 BASE TRIM 4 iL CEDAR SHINGLE RAFTERS PF UPPER FLOOR 1x6 TRIM 8x8 POSTS -------,BEVEL CORNERS(TYP) 12" FLAGSTONE S/G S/G —-- ---—-- -——— —— WALL CAP RIM COLLAR (CULTURED STONE) ' H 2 -0 — 1" STONE OR — — — — — — IN Al AGE, OPEN CULTURED STONE VENEER _FLASHING MAIN FLOOR L FRONT ELEVATION. BSMT FLOOR B- — - E D D F A H UPPER RIDGE H 1.10L -- YOU IT S 0�_c SECOND FLQ-QE- ROOF. __o MT JACK TRUSSES 0 24" O.C. '. UPPER CLG 30'-0" SPAN GIRDER TRUSS Q_ 30'-O'p SPAN ROOF TRUSSES 0 24" O.C. 5'-3" SPAN GIRDER TRUSS Q— 13'-0 1/2" SPAN MONO ROOF TRUSSES 0 24" O.C. (BASED ON 2PLY GIRDER) FRAME W/ 2x10 ROOF JOISTS 0 24" O.C. lo'-O" SPAN ROOF TRUSSES 0 24" O.C. •_--_ --Y-- _..�.__�_..___---__ --- -- --. � ,_-._— .----_ - �..__-�R — - � y. --- � r --- ----------- MAIN _ FLOOR ROOF: UPPER FLOOR FRAME W/ 2x6 ROOF RAFTERS (EXPOSED RAFTER TAILS) &2X6 CLG JSTS 0 24" O.C. This drawing is the excve property of 6x6 POSTS JENISH HOUSE ROOF FRAME P LAN. DESIGN LIMITEDand may not be reproduced or used SCALE: RAILING: (36" HIGH1 in any form without written permission Ll * ALL ROOF TRUSSES TO HAVE 1 3/4" HEEL 2x6 TOP CAP from same2x4 TOP RAIL * TRUSS LAYOUT TO BE CHECKED, VERIFIED & ENGINEERED '0 2x2 VERTICALS 0 6" SPACING 2x4 BOTTOM RAIL REFERENCE BY TRUSS MANUFACTURER 4x4 INTERMEDIATE POSTS STOCK MAIN FLOOR DRAWN DSL CHECKED. IK R E A R ELEVATION. DATE APR 99 SCALE. SHEET: 4 OF 6 EMT FLOOR PLAN NUMBER: 7-4-856 Coq` p I ct-A WESTECH 174080 U U 0 C'i 0 cc." 0 N 3.1 S4 �3 -2 0 E) LL z O UPPER RIDGE 12 LU .ROOF VENTS 7 -----AS REQUIRL_f__________­ ---_5" ALUMINUM CUTTER -ON 2x8 FASCIA BD-----. ()PPFR rl r, —-------- -r--CEDAR SIDING----- --------- x 6 DOOR --Vll M 12 122x6 BASE TRIM--- 4 W/ 2x3 ON TOP 4 015 DEGREES UPPER FLOOR FLASH OVER ALL UNPROTECTED OPENINGS.•- Cz COD I Lai 6 77 MAIN FLOOR LU RIGHT ELEVATION BSMT FLOOR PAINTED GALVANIZED METAL HOOD FLASHING CAP --' 'B' VENTS UPPER RIDGE BUP rNl Uj Z_L W r7n N1 l< NA&A UPPER CLC P [i It--87 Alm --------- UPPER FLOOR This drawing is the DESIGN LIMITED and may not be reproduced or used in any form without written permission from some S/0 REFERENCE STOCK SH OVER 2x8 TRIM DRAWN: �- - -- -- - - __ _ _ _ _ _ — - =.: T -- _— DSL MAIN FLOOR CHECKED. IK DATE: APR '99 SCALE: LEFT ELEVATION 1/4"=l'-O" SHEET: 5 OF 6 PLAN NUMBER, BSMT FLOOR 7-4-856 WESTECH 174960 N Lu t; u I£ U o .� ON EAVE PROTECTION o m p a� N / 2 PLYS BUILDING PAPER �o�- 122 12 SOLID SHEATHING =u- 7 PITCH / `36" "' VENY ATTIC SPACE 1/300 4! O \ MIN 25% OF 1/300 ® TOP 1'-0" MIN 25% OF 1/300 ®\BOTTOM INSULATION BAFFLE - 30'-0'�SPAN ROOF TRUSSES ® 24" \ / BRACE AS REQUIRED 16 - 8x8 POST BEYOND 12" NOMINAL CULTURED 3 FLAGSTONE CAP - 8' 2 8" 1" STONE VENEER ON GALVANIZED METAL~� LATH MORTAR BED ' BUILDING PAPER BEDROOM#4 CLO BATHDo ` 3/8" PLY SHEATHING it Fi 2x8 STUDS ® 16" O.C. LA 6 4 DRAINAGE OPENING------�� 0-1" SPECIFICATIONS FLASHING —� -..-- _. ._ ` ' ROIOF: 1 ASRIHALT SHINGLES FULLY BUILDING PAPER INSULATE CAVITY 3/'$" PLYWOOD SHEATHING W/ H CLIPS ROiOF TRUSSES ® 24" o/c w/ 1 3/4" HEEL CE4LING: GREAT ROOM KITCHEN 2 R — 40 BATT INSULATION STONEDETAIL C 6 MIL POLY V.B. (U.V. RESISTANT) SCALE: 1 " = 1 '-0" 0 5/!8" GYPSUM BOARD fj f' 7 '0 SLOPE DN `;CA/SOFFT:1/8" PER FT &L4 >6" PlXt ,\ ` ALUM GUTTER ON 2x$ FASCIA BOARD VENTED ALUM, SOFFIT I I R-12 RIGID INSULATION TO BELOW9 ETERIOR WALL: FROSTLINE. MIN 24" BELOW 4 GRADE 7X- FINISHEDYL SIDING (CEDAR SIDING WHERE NOTED) I i UNFINISHED BASEMENT -1 BUILDING PAPER 2X 12 RIDGE BD I I 04 3/8" PLY SHEATHING 2 x 6 STUDS ® 16 o/c R 2D BATT INSULATION 12 BOND BREAK & 8 6 MIL. POLY. V.B. (U.V. RESISTANT) 2x10 ROOF JOISTS PITCH I I FLEXIBLE SEALANT 1/2" GYPSUM BOARD ® 24" O.C. 7 INTERIOR PARTITION: 2x4 COLLAR TIES � � � 1 5 1/2" GYPSUM BOARD - EACH SIDE 2 24" O.C. 2x8 BLOCKING nnL " — -� `" -j 2 x 4 STUDS ® 16" o/c tl CROSSECT � ON A 6 SECOND FLOOR: � FII`IISH FLOORING 2x2 ON EDGESCALE: 1/4"=l '—O"1 3/4" T & G PLYWOOD SUBFLOOR I I 2 " CONTINUOUS 2 NAILED & GLUED WHERE NOTED 2x6 WALL 2 SCREENED VENTING x 10 FLOOR JOISTS 0 12" o/c & ® 16" o/c L x 2 CROSS BRIDGING (MAX. 7'-0" o/c) GIRDER TRUSS D_ T 1/2" GYPSUM BOARD FLOOR: _ z (DMAAIN FI�IISH FLOORING _ 3/4" T & G PLYWOOD SUBFLOOR 12 NAILED & GLUED WHERE NOTED 2x10 ROOF2 x 10 FLOOR JOISTS ® 12" o/c & ® 16" o/c JOISTS I _ PITCH 7 2 x 2 CROSS BRIDGING (MAX. 7'-0" o/c) 1/2" GYPSUM BOARD ( ® FINISHED AREAS ONLY) DETAI IL— ) D � ROO TRUSSES Bco ASEMENT FLOOR: ® 2 o.c. �I, 8 3-1/2" CONCRETE SLAB SCALE: 3/4"-1'-0" 6 MIL. POLY. GIR R TRU S - 6" COMPACTED GRAVEL JACKS Z� JACKS" 24' O.C. - 24' O.C. 9 EXTERIOR FOUNDATION: ARCHED 2 COATS ASPHALT EMULSION 1x10 TRIM AR -1, 8" CONC. FOUNDATION WALL —8R--12 RIGID INSULATION TO BELOW FROSTLINE T- MIN 24" BELOW FINISHED GRADE CEDAR Uj , z 16" x 6" CONCRETE FOOTING SHINGLES INTERIOR FOUNDATION: MASTER SUITE BEDROOM#3 r 10 2 x 4 STUDS @ 16" o/c (2x6 WHERE NOTED) 6 CONC. CURB 16" x 6" CONCRETE FOOTING i 12 SLOPE D / \ 4O 1/8" PER FT ,i- 1 1 DRAINAGE:: 12 I -- XXII I! I _... _ _ � _ 1 .—_.T1 X1 �' -- _ -. I 6" MIN. DRAIN ROCK COVER TREATED 2x6 RAFTERS 4 4.. DIA. DRAIN TILE � ® 24" Q.G. (EXPOSED) r-�`_�---_- - 8" / o 1 2 STAIRS: (BASEMENT)_ 2x6 BLOCKING _ — - © _ _ Fitr 1ly- 4 RISERS ® 7 H-- 9 1/2" RUNS w/ 1' NOSING J / Lj ` ¢ 2x10 STRINGERS FOYER °p �RNbi 32" HIGH HANDRAIL COVERED , N KITCHE .- �� / ,�t p , 6'-6 3/4" MIN. HEADROOM x VERANDAH I ti� This drawing is the STAIRS- MAIN exclusive property of 2x8 FLUSH BM. I• 1 3 /J ++ """` I f` 1 3 JENISH HOUSE """"` may. " yi r o DESIGN LIMITED i ,. C � 1 RISERS ® 7-7/16' . 1 i t� a� r� a and may not be 1x6 TRIM BD. ! HANGER �/ �. I - t< s ..,..•� `r 2x, / / 9 1 2" RUNS w 1" NOSING reproduced or used \\ 2x4 BLOCKING PLATE Iw �"`p Ifj 10 STRINGERS in any form without 3-2x8 BM. j pa - -AEN�' 3�" HIGH HANDRAIL from some ` 2x4 FASCIA Bp. � written permission 1'-8" %. DBL. JOIST - �% / ` � ° `I4"� ' 6 3/4' MIN. HEADROOM CRAWLSPACE O 0 � � -T�6S � �� �1{ COLOURS ohjS ,�;„J REFERENCE ` HE COQY N STOCK ao v N STO AGE UNFINISHED BASEMENT �' DSL 12 I I CHECKED > > IK D ETAI E DATE SCALE: 1 '=1'--O" APR '99 1 O SCALE: AS NOTED CROSS SECTION B 6EOF6 SCALE: 1/4"=1 '-0" 2 PLAN NUMBER: 7-4-856 WESTECH 174980