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HomeMy WebLinkAboutBuilding PlanGENERAL STRUCTURAL NOTES: APPLICABLE CODES: A. CONSTRUCTION SHALL 13E IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING GORE AND 65C 7-10. VE SHALL GOVERN EXCEPT WHERE OTHER GORES OR THB CONS TION DOGUNENT5 ARE MORE RE5TRICTIVE. GLI ATIG 6 G DESIGN CRITERIA_ A. ROOF LIVE LOAD 20 P5F B. WIND A I. BASIC WIND SPEED: 110 MPH 2. IMPORTANCE FAGTOR: 1=1.00 3. EXPOSURE : D 4. INTERNAL PRESSURE COEFFICIENT: il8 5. DESIGN SEE LE TERMITE INFEST ON: NAVY 1. INDEX: <200 (WALLS d GEILIWGS) 8. OPED INDEX: <450 (WALLS B CEILINGS) 8. SMOKE DEVELOPED INDEX: <25 (INSULATION) FOUNDATION DFSIr;N: A. DE516N OF INDIVIDUAL AND CONTINUOUS FOOTINGS IS BASED ON AN ALLOWABLE BEARING PPE55URE OF 2500 P5F (DEAD LOAD PLU5 PULL LIVE LOAD), PLACED ON THE NATURAL UNDISTURBED 501L OR COMPACTED STRUCTURAL FILL, BELOW TOPSOIL. REFER TO SOILS REPORT 6FA INTERNATIONAL 13-0616.00, APRIL 8, 2013 CAST IN PLACE CONCRETE: A ALL CONCRETE 1DE516N 15 BASED ON THE " BUILDING CODE REGUIREMENTS FOR REINFORCED GONG, E " (ACI 318-08). B. ALL STRUCTURAL GONGRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TREN6TH OF 4,000 P5I. G. PROVIDE CONTINUOUS SHEAR KEY5 AT VERTICAL GOLD JOINT5 AND WHERE 5HOVW ON DRAWIN65. D. CONCRETE SHALL BE PROPORTIONED UTILIZIN6 TYPE 11, TYPE II MODIFIED, OR TYPE 1/11 CEMENT. E. CONTRACTOR SHALL NOTIFY 5TRUGTIURAL ENGINEER OF GOLD JOINT LOCATIONS PRIOR TO OR DURING CONCRETE FORMING. F. ALL EXP05ED ED6E5 AND CORNERS SHALL BE GHAMFERED 3/4 INCH. 6. ALL ANCHOR BOLTS FOR BEAM AND GOLU IN BEARIN6 PLATES SHALL BE PLACED WITH 5ETTIN6 TBAPLATE5, U.N.O. H. EXPANSION BOLTS WHERE REQUIRED (SEE STRUCTURAL STEEL), SHALL BE LOCATED AT A MINIMUM OF FIVE BOLT DIAMETERS FOR CONCRETE E09E5 AND SPACED A MINIMUM OF TEN BOLT DIAMETER5, MLE55 NOTED OTHERWI5E ON DRAWINGS. 1. PROVIDE 5LA13 GONIROL JOINT5 AT 16 FOOT MAXIMUM 5PAGIN5, EACH WAY. SLAB REINFORCEMENT SHALL CONTINUE THROUGH THE JOINT. CONTROL JOINT5 SHALL BE A MINIMUM OF 1/4 OF THE SLAB DEPTH, AND MAY BE PROVIDED BY 5AWING, TOOLIN6, OR FORMING. 5AWING SHALL BE STARTED A5 50ON AS POSSIBLE AFTER CONCRETE HAS SET WITHOUT CONCRETE RAVELING. WHERE APPLICABLE, JOINT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT TO ALI6N WITH JOINT5 FINISHES. REINFORGING STEEL: A. ALL DETAILING, FABRICATION, AND PLAGEENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE AGI MANUAL OF CONCRETE PRACTICE B. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWIN65, REINFORGIN6 BARS SHALL CONFORM TO ASiM SPECIFICATION A615, LATEST EDITION, INCLUDING SUPPLEtIIIENTAL REGIUIREIENTS, AND SHALL BE GRADE 60. G. AT 5PLIGE5 IN CONCRETE, LAP BARS 36 BAR DIAMETERS. AT SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE GORNER BARS. BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL GROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER L NLE55 NOTED OTHERWISE ON THE DR VIINb5• AROUND OPENIN55 AND STEPS IN WALL5, PROVIDE (2) #5'S EXTEHDIN S, 2'-0 BEYOND ED6E OF OPENING OR STEP. NNLE55 NOTED OTHERWISE ON DRAWINGS, HORIZONTAL BARS AT THE TOP OF THE GRADE BEAM5 SHALL BE SPLICED ONLY AT MIDSPAN BETPEEN PIERS, AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT PIER GENTERLI1,E5. D. EXCEPT AS NOTED ON THE DRAWIN155, MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN AGGORDANCE WITH AGI 315-08. E. YELPED WIRE FABRIC SHALL CONFORM TO A5TM SPECIFICATION A-185, LATEST EDITION. F. FOR MINIMUM REINFORCEMENT OF MASONRY, SEE MASONRY NOTE513ELOK 6. MASONRY JOINT REINFORCN6 SHALL BE MILL GALVANIZED TRU% TYPE NTH 9 6A6E 51DE WIRES AND 9 GAGE GRO55 WIRE5 AND SHALL CONFORM TO A5TM A-82, LATEST EDITION. AT SPLICES, LAP SIDE RODS b" MINIMUM. AT CORNERS, PROVIDE PREFABRICATED CORNER SECTIONS. MASONRY: A. GONGRETE MASONRY UNITS SHALL BE MODULAR, SHALL CONFORM TO A5TM GcIO, GRADE N, TYPE I, AND SHALL BE PRODUCED WITH L16HTVNEI6HT OR NORMAL WEIGHT AGGREGATE. B. MA50NRY UNITS SHALL BE LAID IN RUNNING BOND. MINIMUM CLEAR DIMENSION OF VERTICAL GORES SHALL 13E 2 INCHE5 BY 3 INCHES. G. UNLE55 NOTED OTHERWISE, BOND BEAMS SHALL BE FORMED WITH VERTICALLY VOIDED UNITS NTH PRECUT KNOCKOUT GRO55WALL5. D. MORTAR SHALL BE A5TM G210, TYPE M, WITH AN AIR CONTENT NOT LESS THAN 11 PERCENT. E. COMPLETED HEAD AND BED JOINTS SHALL BE FULL OF MORTAR, AND STRUCK FLUSH ON 130T44 FACES. F. 6ROUT SHALL COMPLY WITH A5TM C416, SHALL HAVE A MINIMUM 28-DAY GOMPRES61VE STREN5TH OF 2,000 PSI, AMU? MAY BE FKE OR COARSE TYPE. GROUT SHALL HAVE SUN IGIENT GON515TEN0Y FOR POURING WITHOUT 5E6 SAVON, AND MAY BE CONSOLIDATED BY STICK OR VIBRATOR 6. NEWLY LAID MA50WY SHALL BE PROTECTED FROM RAIN, OR COLD YEATHER, A5 REQUIRED, FOR 24 HOURS. H. VERTICAL CONTROL JOINTS SHALL BE PROVIDED FULL HE16HT OF MASONRY WALL A5 LOCATED ON THE DRAY414%. THE JOINT SHALL BE PROVIDED A5 A GONTINUOU5 HEAD JOINT WITH THE MORTAR RAKED BACK 3/4 INCH AT THE EXPOSED FAGE(5) AND SO PERCENT OF THE HORIZONTAL REINFORCEMENT GUT AT THE JOINT. THE JOINT SHALL THEN BE CAULKED TO SPECIFICATIONS. 57;k6TURAL WOOD FRAMIN6: A. STUDS SHALL BE STUD GRADE AND BETTER 5GU HERN PINE, MIXED SOUTHERN PINE OR HEMFIR UNLE55 NOTED OTHERWISE, AT INTERIOR WALL5, L15E 2X4'S ® 16" DIG. STUDS OVER 8'-O H16H SHALL HAVE 50LID BLOCKING AT MIDHEI6HT. B. PLATE5 BEARING DIRECTLY ON TOP OF CONCRETE AND WOOD FRAMING MEMBERS, SHALL BE TREATED FOR M015TLRE RESISTANCE. G. 50LID SAWN TIMBER OTHER THAN 2" LUMBER, SHALL BE ROUGH 5AWN TO NOMINAL DIMEI• ION5 INDICATED ON THE DRAWINGS. D. ROUGH 5AWN LUMBER SHALL BE GUT FROM SELECT 5OUTI-ERN PINE. E. ROUGH SAW LUMBER SHALL BE GRADED BY A GUALIFIED TIMBER GRADING A6ENGY APPROVED BY THE COUNTY BUILDING DEPARTMENT AS FOLLOWS: I. MINIMUM ALLOWABLE FLEXURAL BENDING STRESS FOR BEAM5 SHALL BE 1500 P51 AT NORMAL LOAD DURATION. 2. MINIMUM ALLOWABLE HORIZONTAL SHEAR STRESS FOR BEAM5 SHALL BE QO PSI. 3. MINIMUM ALLOWABLE MODULUS OF ELA57I6ITY FOR P05T5 OR BEAMS SHALL BE 11500000 F51. F. PROVIDE WIND ANCHOR AT SUPPORTS FOR ALL ROOF JOISTS AND TRL55ED RAFTERS. UNLE55 NOTED OTHERWI5E, ANCHORS SHALL BE SIMP50N OR EQUAL, AND SHALL 13E ORIENTED TO NOT INTERFERE WITH DRYWALL PLACEMENT. 6. EXCEPT A5 NOTED OTHERWISE, MINIMUM NAILIN5i SHALL BE PROVIDED AS SPECIFIED IN THE TABLE 2304A.1 TA5TEN I% SCHEDULE" OF THE FJ3L, 2014 EDITION. H. HEADERS OR BEAMS BUILT UP OF INDIVIDUAL MEI IBER5 SHALL BE NAILED T06ETHER SECURELY TO ACT A5 ONE UNIT. UNLE55 NOTED OTHERWISE, USE ONE ROW OF 16D NAILS ® 12" 0/6 FULL LENGTH FOR EACH b" OF MEMBER DEPTH. I. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE NOMINAL 50THICK, APA 40/20 RATED PLYWOOD SHEATHING EXPOSURE I. INSTALL IN ACCORDANCE NTH APA REGOMMENDATIONS AND AS NOTED. J. TRUSSED RAFTER5,OR MANUFACTURED JOISTS, SHALL BE DE516NED 13Y A FLORIDA RE615TERED ENGINEER TO SUPPORT THE FULL UNIFORM DEAD AND LIVE LOADS AND ANY OTHER SUPERIMPOSED LOADS. VIES ARRANGEMENT AND MB156Z FORGE5 SHALL BE DETERMINED BY THE FABRICATOR 5TRF55E5 SHALL NOT EXCEED THOSE ALLOYIED BY THE FBG, 2010 EDITION. WHERE HANGERS ARE REQUIRED TO BE ATTACHED TO A TRL65 TO SUPPORT OTTER FRAMIN6, TRll55 SUPPLIER SHALL PROVIDE ADEQUATE 5TREN6TH AND SURFACE AREA IN TRU% ELEMIENT5 FOR HANGER NAILING. FIELD VERIFICATION OF EXI5TING CONSTRUCTION: A. DIMENSIONS AND ELEVATIONS OF EX15T1M6 CONSTRUCTION ARE SHOWN FOR BIDDINK, ONLY. B. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXI5TIN6 CONSTRUCTION TO VERIFY DIMENSIONS, ELEVATIONS, ETC. WHICH AFFECT THE WORK 5HOM ON THE DRAWIN65. C. REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ENGINEER BEFORE PROGEEDIN 5. STRUCTURAL ERECTION AND BRAGIN6 REQUIRBEN15: A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED 5TRUGTURE WITH ALL THEIR ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR, IN THE PROPER 5EMENGE, SHALL PROVIDE SHORIN5 AND BRAGIN6 A5 MAY BE REQUIRED DURING CON5TRUGTION TO ACHIEVE THE FINAL COMPLETED 5TRUC URE. SHOP DRAWIN65 8 CALCULATIONS: A. CONTRACTOR TO FURNI5H (3) PRINTS EACH OF EPIGORE 5LA13 d PILE GAP REINFORCING STEEL PLACEMENT, 5TRUGTURAL STEEL PLACEMENT d G.I.P. GONGRETE WALL SHOP DRAWIN55 TO EN61NE R FOR REVIEW PRIOR TO FABRICATION. 2x6 P.T. EILING LINE Ifl CENTER CLEAT z FOR 10' HIGH Z 2 DOOR BOLTS TO 2 iv r Ld EL BE AT 0- a N O 12" A.F.F. O ao io • S-9" A.F.F. of • bo 00 W-8" A.F.F. 0 m 10'-2" A.F.F. m 1 a0 11'-2" A.F.F. I i� i� cV N MASONRY GARAGE DOOR BUCK DETAIL 1/2" DIA. EXPANSION ANCHORS AS SHOWN, W/ 3" MIN. EMBEDMENT DOOR 5GHEDULE MARK SIZE TYPE d MAT. MF6. REMARKS W H THK A 31-0" 8'-p" 1-3/4" SOLID GORE FIBER6 RAISED PNLS THERMATRU DEAD 50L I,• FULL VIEATHER5TRIPPIN5, IMPACT B 31-09 81_0,1 I-3/4 S.G,R.P.,WD. DEAD BOLT, . FULL WEATHERSTRIPPING, IMPACT G 3-0. 6-8" 1-3/4" 5.G.FIBER5LA55 R.P. THER,.IATWJ DEAD BOLT, MTL THRS- . FULL WEATHERSTRIPPING IMPACT D E 2'-8" F 2' 6° b'-8" 1-3/8" 5LXP.N9.POCKET G 2-0 SEE MFG. 1-3/4" ALL SAFETY TEMP 6L. H 14'-O" 8'-0° UP ROLLING MTL RAISED PNL5 1 2'-b" 6_8:: 1-3/8" HLF-P.,WD.BI-FOLD K 3'-0" 8:_ p:: SGRE EKED DOOR L 7-6" 6-8" 1-5/4" 5.G,R.P.,WD. M 2-2'-bu V-0" 1-3/4" HLF-P.M. N I61-01 8,-0„ - HORIZ 5LIDI% 61- A55 XXXX POCKET PST. IMPACT O 2_2:-b g:_p:: _ HORIZ 5LIDIN6 GL A55 XO PDT. IMPACT GENERAL NOTES I. 5.GF-P.,WD. REFERS TO SOLID GORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULLY I1,EATHER5TRIPPED 3. ALL INTERIOR DOORS ARE TO HAVE A 3" GA51N6 BD. MIN . DOORS ARE TO BE UNDERCUT TO FIT ALL WINDOWS SHALL BE INSTALLED WINDOW SCHEDULE AS DESCRIBED IN PRODUCT CONTROL APPROVALS MARK UNIT 51ZEH RADIUS DESCRIPTION MAUAF. W I 31 " 65. ALUM 5IN&LE H/NS POT IMPACT 2 5318" 63" ALUM 51NOLE HNUN6 OB5G GL POT IMPACT 3 38" 60" ALUM 51%LE HUNG POT IMPACT 4 261'2" 26' ALUM 51145LE HUNG OB5G 6L. POT IMPACT 5 2 31' 63, ALUM 51N&LE HUN6 P6T IMPACT GENERAL WINDOW NOTES: NOTE I: DADE COUNTY APPROVAL CONTRACTOR SHALL PROVIDE DARE COUNTY PRODUCT APPROVAL NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTE 3: ALL FIXED GLA55 SHALL COMPLY WITH SECTION 2405.3 SHALL BE GRAY TINTED NOTE 4; ALL WINDOWS ARE TO BE FULLY WEATHEIR5TRIPPED NOTE 5; NOTE 5; DIMENSIONS IN SCHEDULE ARE EXACT FROM LAW50N WINDOW 6LA-% DIMEN51ON5 ALUM WINDOWS FLAN6E TYPE ADHESIVE CAULK P.T. BUCK EXTERIOR INTERIOR WINDOW CMU BLOCK WINDOW / MANDOOR BUCK DETAIL NOTE: WINDOW OPENINI65 TO HAVE 2x PRE55URE TREATED WOOD USED FOR WINDOW MOUNTING SURFACE. WINDOW BUCK TO BE ATTACHED WITHY4 P TAPGON FASTENERS 4" FROM ENDS d 12" O.G. AROUND PERIMETER, WITH A MINIMUM EMBEDMENT INTO GMU OF 2". INSTALL WINDOW PER MANUFACTURERS STRUCTURAL SCREW HOLE LOCATIONS AND 5CREW SIZES. AN ADHE51VE WATER -PROOF GAULKIN6 SHOULD BE USED FOR SEALING. SECTION NO. SECTION NO. # SECTION SCALE: #"_ I'-o" SHEET NO. SHEET NO. 5EGTION 15 5EGTION 15 DRAWN ON GUT ON SIZE AND COORDINATE THE MA5ONRY OPENING NOTE b; ALL WINDOW BUCKS ARE TO BE Ix4 WITH 114" x3-1/2" TAPGON SGREWS SEE PRODUCT APPROVAL FOR LOCATION NOTE T; SUBMIT SHOP D11465 TO ENGINEER FOR APPROVAL BEFORE FABRIGATION OR INSTALLATION ST. L('CIV C01-NTY RTTI7.11T1(: PIVISIO REV H i) FOR CO��}}.�PPff��11A- CE l2EV'I'LS1'LD' Q- DATE (5 PLANSAtiDPERNTIT. USTk3EKFPT OiNdOy OR NO LNSPECTION NVILL BE ,VU--ODE, THESE PLA14S ANO I :uPOSED WORK ARE SUMCT T `)RAECTIONS EIEC° 11NE0 D r; ` , I � CTOPS THAT ? P, N' - , %�+RCP TOCOMPLY TOP GOUT 2" 0251-1 BAR - INT 0.25 L1* or L2* o GLA55 "B" 0.25 Lt* SPLICE AT or L� MIDSPAN INT 0.25L� "C' B or L3* F7 4-- O 1 ��I/2" F 5TIRRUP5 3' BOT-F�L2"3 3" STIRRUPS 3' + 01 SEE SCHEDULE b„ LI (END SPAN) CO 6:: SEE 5GHEDULE 6" L2 (INTERIOR SPAN) "G" BAR : TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CANT BAR5) PLACE IN SAME LAYER AS TOP GONT BARS (U.O.Nd. LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE. "D" BAR : TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP GONT BARS) PLACE IN SAME LAYER AS TOP GONT BARS (U.O.N). "INT" BAR5 : INTERMEDIATE BARS LOCATED AT A SPACING EQUAL TO THE WIDTH OF THE BEAM BUT NOT GREATER THAN 12" ABOVE BOTT BARS. IF MORE THAN ONE PAIR, PLACE IN LAYERS OF TWO. GLA55 "B" #4 25" #8 12" TEN51ON SPLICE #5 2q" #q 50" (5000 PSI CONCRETE) #6 35" #10 41" #' 63" #II 101" * WHIGHEVER IS GREATER. z1@11*w DIAGRAM A N 1 1/2" _ = 1 1/2" CL o CL INTERIOR BEAM SPANDREL BEAM WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP GONT BAR5 OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MIDSPAN OF THE BEAM WITH SMALLER SCHEDULED BAR5- USE LAP SPLIGE LENGTH OF SMALLER SIZE BAR. ( 2L ) - INDICATE5 BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER (IF TOP BAR) OR DIRECTLY OVER BAR IN THE FIRST LAYER (IF BUTT BAR). PROVIDE I" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER DISTANCE. 5CHEDULED BEAM SIZES [:SEE DIAGRAM A ] "B" INDIGATES BEAM WIDTH DIMENSION. WHEN BEAM 15 OVER A BLOCK WALL, USE ACTUAL BLOGK WIDTH (-7 5/8" or 11 5/8" ). "H" INDIGATES BEAM DEPTH DIMENSION. LESS 1 1/2" FOR RECESS FOR BLOCK WALL DEDUCTED WHERE APPLICABLE, OR MINIMUM DEPTH IN A VARIABLE DEPTH BEAM. COORDINATE BEAM GONFIOURATION WITH ARGHITEGTURAL DRAWINGS. TYPICAL BEAM BAR PLACEMENT DIAGRAM N.T.S. DESIGN WIND LOAD SCHEDULE (PSF) WIND ZONE ZONE #4 (INTERIOR) ZONE #5 (EXTERIOR) INWARD OUTWARD INWARD OUTWARD ALL A&,i 46.1 �O.O® 46.1 61.1 OPENING-5 ZONE "4" 15 THE INTERIOR ZONE. ZONE "5' 15 THE EXTERIOR ZONE WHIGH 15 BASED ON THE FOLLOWING: 10% OF ENDWAIJ- WIDTH = (O.IOx40.007 4.00' 40% OF MEAN ROOF HEIGHT = (0.40)A65) 6.60' CONTROLS "A" 4% OF LONGEST WALL = (0.04)x53.83)' 2.15' 3 FEET (MINIMUM) 3 FEET(MIN) DE-516N 15 BASED ON A5GE 1-10, 110 MPH MINDS, EXPOSURE 'Pi", AND AN IMPORTANCE FACTOR =1.00 ABOVE TABLES POP WIND LOAD5 ARE BASED ON COASTAL OR NON-GOA5TAL BUILDING ZONE5 FOR ANY TRIBUTARY AREA CN THE BUILDIN5 AND THE ROOF SLOPE GREATER THAN 10' BUILDIN65 ARE GATER60RY I FOR TH15 DE51C`it,I. 6.G. NOT: ALL OPENIN65 ARE ZONE 1 5. GLAZING TO BE PROVIDED O WITHSTAND MAX, PRESSURES SHOWN IN TABLE, 2 2 At- A A C \ 4 -/ �� i ID 5 I i PLAN ELEVATION 3 NAILING PATTERN SCHEDULE * NAIL TYPE NAILING PATTERN I #e SITS, 4" O.G. ® EDGES 6" O.G. ® INTERMEDIATE FRAMING 2 #8 5T5 4" O.G. ® ED6E5 6" O.G. * INTERMEDIATE FRAMING 3 #8 ST5 4. O.G. ® EDGES 4" O.G. ® INTERMEDIATE FRAMIN6 QF�1 00 O 0 b�"A W� Z a N m N o L U� ^ -y 7� � O O V V ISSUE DATE: JULY 21, 2015 REVISIONS 1. PLAN REVIEW 9-3-15 2. PLAN REVIEW 10-6-15 3. 4. 5. 5. 7. 8. 9. 10. 11. 12. PRINT DATE: yly�Nyi@I11f1/eAr, rD a W� O 1� W F•�9 r�i W T�� V1 kr) C11, V1 w M W Q!r) z O o PROJECT 4 14-042 SHEET A PY' A-1 SQUARE FOOTAGE TOTAL UNDER AIR 1186 50. FT. GARA6E 465 50. FT, FRONT PORCH 164 50. FT. BACK PORGH 274 50. FT. TOTAL 2644 50. FT. FLOOR PLAN SCALES Y4 = I'-O" 6G NOTES: 1) ALL SMOKE ALARMS TO BE DUAL USE CARBON MONOXIDE DETECTORS PER FBG 2010 R515 w i rl To",- �, 16A 12'-b" 0--- DGE �21 W 3'-6' 8.00 NAVD) 0'-0" 4.50 NAVD) FRONT ELEVATION 5GALE: YW = 11-0" RI7- 3'-6' LetOO, MAN O'-0' 4S0 NA' A6GE55 HATGH VENT MODEL 1131G7 OT GRAWL5PAGE DOOR GRAK-SPACEDOOR LEFT ELEVATION 5Y5TEM5 OR EQUIVALENT, 5Y5Tc.EM5 OR EQUIVALENT, 0) REO,D (4) REQ'D, TYP. 56ALE: Y4" = 1'-0" VU,I ll"V ulvVo vI 5Y5TEM55OREOUIV NT, RIGHT ELEVATION T CRAHLSPACE GRANIL5PAGE Pa IR (3) REQb 5Y5TEM5 OR EQUIVALENT, SGALE: Y4" = I'-O' (4) REQ'D, TYP. REAR ELEVATION 5GALE: Y4` = 1'-0" RIDGE 22 ' 3'-6' 05.00 NAVD 0'-0" 4S0 NAVD RIDGE 22'- ' -6" 8.00 HAVD '-O" 4.50 NAVD a"(� "r IS PY f, LI j N ~ F-4 z 7 W N H M, za M N N N 6 CN m v� u Q cn U) U 3 o s 1:- 15SUE DATE: JULY 211, 2015 >Ma 2. 3. 4. 5. 6. 7. 6. 9. 10. 11. 12. PRINT DATE: LU , m N ` CAS Ik h CL y�/��, iq a , W� U� WOO Q�-+w '„J~U M L®� �aC400 C' PROJECT it, 14-042 SHEET d: h " 1 R-Iq IGYNENE R-Iq IGYNENE FOAM IN5UL. FOAM IN50L. 26 6A. METAL ROOFIN6 OVER 30# 12 26 6A. METAL ROOFING OVER 30# 12 FELT OVER %" COX PLYWOOD, 51— VAULT ®51M. FELT OVER 5/a°GDX PLYWOOD, 5�- NAILED W/ bd 6ALV. RINC•fHANK5 a NAILED o1 W/ 8d LOCAT6ALVIONS, NS,RINOVER N a b" o1c ALL LOCATIONS, OVER NEW 6" W ALL LEGATIONS, OVER NEW PRE-ENGINEERED TRUSSES a 24" o% PRE_ -ENGINEERED TRUSSES a 24" o% JIB PIL HT 12'- 6, Ys" GYP. Yz" GYP. 4'-0" SIMP50N HETAIb, N HETAI6, 2X6 P.T. FASCIEA. TRUE-6 �• Tom`--'`' 2Xb P.T. FASCIA EA. TRUSS2'-O' 2 -0" 8" GONT. BOND MEAM LEVEL RETURN 8" GON1'. BOND MEAM LEVEL RETURN W/ #5, 2" GLR W/ #5, 2" GLR 8' CMU WALL W/ q 6A. 8' GNU YdALL W/'a GA. DUR-O-WAL HORIZ. REINF. a HARDI PLANK ` DUR-O-I-VIL HORIZ. REINF. a HARDI PLANK 16" o/c, #5 VERT. a 48" o1c, 51DIN6 FASTENED MAX,o/c, SEE a 48' o1c, FASTENED MAX., SEE PLAN FOR LOG. DIRECTLY TO GNU ME PLAN FOR LOG. LAN DIRECTLY TO GMU OVER M015TURE OVER M015TURE SIMPSON HI, EA. TRUSS BARRIER, 1YP. BARRIER, TYP. %4' T46 PLYWOOD OVER u5 X 6-10" a 48' 2X4 P.T. YVY4 A X An 16" PARALLEL CHORD TAPGON a 12' 0/6, 6ALV. #5 X a 48' TRUSSES o 16' o1c, P.T. o%, MAX, SEE PLAN o%, MAX., SEE E PLAN FOR LOG. FOR LOG. (2) 5/aW HILTI SLEEVE ANCHOR a 16" o1c, 4" MIN. g/a" T46 PLYWOOD OVER EMBED. cR 16" PARALLEL CHORD TRUSSES a 16' o/c, P.T. 3'-b' (8.00 NAVD) 3� -b" (8.00 NAVD) 4 4 bm CONT. 8' CANT. BOND MEAM N5UL. BOND MEAM R-19 IGYNENE FOAM W/ N5, 2" GLR IIGYNENE FOAM W/ #5, 2" GLR IN5UL. NSU `r E 8' 8' GMU STEM WALL WV q DUR-O 6A. 6A. STEM WALL REINF. o `r DUR-O-WAL HORIZ. REINF. a -YdAL HORIZ.R m 16" o1c, 6ROUTED SOLID m W g I BELOFLOOR C 50LID 0'-0" (450 NAVD) BELOW FLOOR GRADE 1 0'-0' (450 NAVD) 6RADE GRADE , GRADE i O u5 DOWEL X o O #5 DOWEL X I a 48" a/c, MAX., SEE j a 48" o/c, MAX., SEE I - PLAN FOR LOG. 12: PLAN FOR LOG. 12" 14' X 18" GONG. GRADE �_ m 14" X IE" GONG. GRADE p m BEAM v1/ (3) #5 REBAR TOP f �3OTT.' to E3AR TOP b E3017., #3 5TIRRUP5, 3" GLR ALL 5TIRRUE'S, 3" GLR. ALL 51DE-5, 5EE PLAN FOR l" 7. SIDES,' PLAN FOR SPA. l � SPA. 1' MAGNUM HELICAL PILE I MA6W1 HELICAL PILE MH325DR 25T ALLOWABLE MH3255R, 25T ALLOWABLE (WORKING) CAPACITY, SEE (WORKING) GAPACITY, SEE PLAN FOR LOG. PLAN FOR LOG. de SECTION 5-1 5GALE: )F=1'-O" GROUT GMU 50LID BELOW 6RADE PROVIDE q CA. DUR-O-WAL HORIZ. REINF a 16" o% FOUNDATION PLAN 50ALE: A' = I' -Om (ZSE_CTION �5-I SCALE: )(2"=I'-0" GROUT GMU 50LID BELOW GRADE PROVIDE q 6A. DIR-0-WAL HORIZ. REINF o 16" o/c 0 t cn z��ot 1� QMAT Ld U U ul o ISSUE DATE, JULY 21, 2015 REMS 0NS i. 2. 3. a. 5. 6. 7. 8. 9. 10. 11. 12. PRINT DATE: ILL! , Rv, J, d F-- � rW V W� �T� M 1� W O O O PROJEQ M 14-042 SHEET k= N 26 6A. METAI ROOFING OVER 30# FELT OVI R %" GI?X PI NAILED PV &I 5ALV. RIW-YI a 6" Ok ALL LoICATIOI OVER PRE-EN61NEERI o TRu55E-5 @ :24" c/c R-Iq ICYNENE FOAM IN5UL. 5 26 &A. METAL ROOFING OVER 30# 12 FELT OVER %" GDX PLYWOOD, 5I PIL HT 141m- 6' NAILED YV bd 6ALV. RINC6HANK5 0 6" o1c. ALL LOCATION5, OVER NEW PRE-ENGINEERED TRU55E5 a 24"0/c, PL HT 12'- 6" 12 #5 X CONT IN '1�11 6yp. PIL HT 12' - 6" BOND BEAM — #5 VERT. @ 48" 0/6 Vi/ 51 w5ON HETA16, 91 HOOK a BOTT. TRU% 2X6 P.T. FASCIAEA. 21-011 b" CONT. BOND MEAM 2X6 P.T. FASCIA LEVEL. RETURN Vil 95, 2" CLR LEVEL RETURN 2-1 GONG. BEAM X CONT. YV (2) #5 TSB, 20 CLR ALL SIDE-5, EF--E 5TIRFAM NOT REGIV H Ld EF—H u EF—H 2X4 P.T. K/ Y4"(P X 2111 8" so. Sm COLUMN :FA�;66� a 12" o/c, 67ALV. BE,(OND So. Gm II ____n BEYOND 6V41 T46 PI OVER L 1 �16' PARALLEL CHORD 16 511 (8.00 NAVD) LA TRU55E5 0 16' 0/c, P.T. IGI SLOPE /-6 VI (8.00 NAVV) U) SLOPE 11 e?'I CONT. GONG. TIEBEAM ki/ (2) 05, #5 DOWELPV 120 HOOK 2" CLR all GMU 5TEM WAIL W q GA. ih VUR-O-KAL HORIZ. REINF. a m GIP GI,14C. 5T 1 #5 lEIELOK FLOOR b- o1c, SROUTED SOLID LON61T., 50 GLR 0 0 -o' GRADE TRANSW. E.A. TREAD AS GRADE (4.50 NAVD) 5HOKN AD #5 DOWEL X I CA 67RE O -0. lz 48" o1c, MAX., 5EE PLAN FOR LOG. 'in . 14" X W' GONG. GRADE INTO 5TAIR 0 M F2; BEAM vq/ (3) #5 PEBAR KALL TAI TOP 4 BOTT., #3 V STIRRUPS, 3" GLR. ALL I 5IDE5, SEE PLAN FOR 5PA MAGNUM HELICAL PILE MH3250R, 25T ALLOWABLE ar OVI GAPAI 5EE .el�w PLAN FOR LOG. .df 3 SECTION GROUT GMU 50LIP BELOW GRADE PROVIDE q 6A. DUR-O-KAL HORIZ. REINF a 16" o/c FLOOR FRAMING PLAN 5GALE: Y4. = III r -IIIIIIISECTION 4 6POUT GM 5OL112 BELOW (WAVE PROVIDE cl (5A. OUR-O-KAL HORIZ. REINF a 16" o1c '00"()) I= cq en Cq u U :AM P—I SSIJE DATE JULY 21, 2015 REVISIONS t. 2. 3. 4. 5. 6. 7.8. 9. 10. ii. 12. PRINT DATE: cc:3": �g .*H R tf) FQ rn Z z con PROJECT & 14-042 SHEET A S-2 HIGH ROOF FRAMING PLAN SCALE: Y4' = 1'-0" 26 GA. METAL ROOFING OVER" FELT OVER %§ CVX PLYWOOD, NAILED W/ 8d 6ALV. RI065HAW5 0 6• o% ALL LOGAfION5, OVER PRE-erVWERED TRUSSES 0 24• o% is ROOF FRAMING PLAN SCALE: Y4 = I'-0• ALL LINTEL5 CAST CRETE 8F8-IB UNA. 12 5F L PL HT 12'- b"Is IX6 T45 CEILING FOAM IN511L 2X4 ELK& 0 24" o% N' Gyp, n� ILYVIOM AI - �PER BACKED HIRE LATH OVER & MIL VAPORBAV!RIER OV'ERN °II COX . III - URV FOR (4) PLY _ fl - u� 2X4 P.T. W/Ys 0 X AN TAPGON o 12• o%, 6ALV. - 111= _ ��II�►�?��?:��%�ilflilTlflTlil:i>lilil4i7i�! BOND BEAM// j�/�\\ LR-19 IGYI�NE FOAM s5 X GONT, \ \\/\\ \\ IN5UL. p -O-WAL HORIZL REINF. j \ 16" o/c, GROUTED SOLID BELOW FLOOR GRADE '-O" (4.50 NAVD N //�\fir\\DOl EL X\r\\r j0 48' o/c" SEE 12" AA" 180 GONG. GRADE w/ (3) #5 REBAR TOP 4 BOTT., #3 5TIRR1P5, 3" GLR. ALL 51DE5, 5EE PLAN FOR SPA. I� MAGNUM HELICAL PILE �J MH325BR, 25T ALLOWABLE (WORKING) CAPACITY, SEE LOG. PLAN FOR LOG. 5A SECTION 5-I 5GALE: Y2"= I'-O" GROUT GM) 50LID BELOW GRADE PROVIDE 9 GA. OUR-O-WAL HORIZ. REINF ® 16" o/c V I 1 ">. , 1-1 . I F-1 rn °on ;M°O° ¢� ° 'Non o a O FN F cq xzu `. H o §`" �CA w U o 0 i ISSUE DATE: JULY 21, 2015 EENSIONS 1. 2. 3. 4. 5. 6. 7. 6. 9. 10. 12. PRINT DATE- W W d 0 co 00 C Lu f\� W� v� �o F� � w n Z Q �Uz M Q Q O PROJECT & 14-042 SHEET Y: s 3 n. I, a 26 6A. METAL ROOFING OVER 30" FELT OVER %2 COX PLYNOOP, NAILED W/ bd 6ALV. RIN65HANK5 a 6' o/c ALL LOCATIONS, OVER NEW PRE-ENGINEERED TRU55E5 a 24" o/c IX(? T46 GEILIN6 5IMP50N HIO W/ (2) %' m X h" TAPGONS HARDI PLANK SIDING FASTENED DIRECTLY TO GNU OVER MOISTURE BARRIER, TYP. #5 X b'-10' a 48" o/c, MAX., SEE PLAN FOR LOG. #5 IN %'@ X 4' DP EPDXY FILLED DRILLED HOLES a 12 o1c,)4" EXP. JT. SLOPE I" BOND 1#5X R-Iq IGYNENE FOAM INaL. As GYP. 8" GONT. BOND MEAM W/ #5 8" GMJ WALL N/ q 6A. RR-041AL HORIZ. REINF. a 16' o/c, #5 VcRT. a 48" o/c, MAX., 5EE PLAN FOR LOG. 2X4 P.T. W/Y4'9 X 215' TAPCON a 12' o/c, GALV. %" T46 PLYWOOD OVER 16' PARALLEL CHORD TRU55E5 o I6" o/c, P.T. L R-Iq IGYNENE FOAM INSUL. 8" GK STEM WALL N/ q 6A. DW-O-WAL HORIZ. REINF. o 16' o1c, GROUTED SOLID BELOW FLOOR GRADE 5EE — 12" % 14•, CONC.#5 RTC R AM \\� SU� 3" GLR. ALL \ 51DE5, 5E E PLAN FOR SPA. I' ' MAGNUM HELICAL PILE MH325BR 25T ALLOWABLE (WORKING) CAPACITY, 5EE PLAN FOR LOG. SECTION 5 SCALE: )5"=1'-O' GROUT GMU SOLID BELOW GRADE PROVIDE q 6A. DI1R-O-NAL HORIZ. REINF a 16" o1c. PL HT 12 6 (8.00 NAVE) )" (4.50 NA #5 DOWEL a 24" o/c 14' X 18" GONG. GRADE BEAM W (4) #5 TOP 4 (2) #5 BOTT., #3 5TIRRLF5, 3' GLR. ALL 51DE5, SEE PLAN FOR SPA. HELICAL PILE, 25T NORKIN6 CAPACITY, 5EE PLAN FOR LOG., 6ALV. OR COATED, TYP. Ib'I CHORD 1 If 51MP° va/ 51'4"XI6" 2.OE F PLUS P5L 51 PROVIDE O'-Om (4.50 NAVD; 4 5" SLAB ON CRAVE (1) LAYER bib % NWF :�:�Z - 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED 501L b SECTION 5-I ALE; %"=1'-O" e SECTION 5-I SCALE: Yz"=I'-O" YP. EA. a HETA20 W COLUMN ELK W/ #3 PIES A5 SHOWN X q" NELS X j 42" 12' X 7-6" PILE 0 #5 X 21-0' 4) #3 X 30'm res, SEE PLAN MAGNUM HELICAL PILE MH325BR, 25T ALLOWABLE (WORKING) CAPACITY, SEE PLAN FOR LOG. 26 GA METAL ROOFING OVER 30# FELT OVER %' GDX PLYWOOD, NAILED W/ 8d GALV. RIN65HANK5 0 6' o% ALL LOCATIONS, OVER NEW PRE-ENGINEERED TRUSSES o 24" o% #5XV-10"a48' o1c, MAX, 5EE PLAN FOR LOG. 8" GONT. BOND MEAM W/ #5 3� -b" (8.00 NAVD) q0# FELT OR EXP. JT. MTL FOR BOND BREAKER N LAYER bX6 % NW �� 0'-0" (450 NAVD) �r 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED 501L 6YP. GYP. 2X4 BLK6 a 24" o/4 SIMP50N HETAI6, EA. TRU55 8" CONT. BOND MEAM yv #5 6' GMU WALL. Wl q F.A. DUR-O-WAL HORIZ. kEINF. o 16" o/c, #5 VERT. a 78' o1c, MAX., 5EE PLAN FOP LOG. 51MP50N HI, EA. TRIr.5 V4 T46 PLYWOOD i>VER 16' PARALLEL GHOF'D TRU55E5 a 16" o/c, V.T. (2) %N(P HILTI 51-EE\ I: ANCHOR a 16" o/c, -1" MIN. EMBED. IN9UL. 8' CMU STEM WALL W/ q 6A. DUR-O-WAL HORIZ. REINF. a I6' o/c, 6ROMED SOLID BELOW FLOOR GRADE: #5 DOWEL X O o 48" o/c, MAX., 5f I PLAN FOR LOG. 127 J m y 14" X 18" GONG. GRADE BEAM w/ 0) #5 REOAR TOP 4 BOTT., #3 STIRRUPS, 3" GLR. ALL T„ T„ 51DE5, 5EE PLAN FOR SPA. I' MA6NUM HELICAL PILE MH325BR,25T ALLOWABLE (WORKING) CAPACITY, SEE PLAN FOR LOG. SECTION 5-I SCALE: Yz"=1'-0" 6ROUT GNAT SOLID BELON GRADE PROVIDE q CA. DUR-O-NAL HORIZ. REINF o 16" ok m PLHT12 6dF H (i 7 ooc N HI GZ a N N .� Q rA vF"i w U t 3 0 s a. l�f > 9 15SUE DATE: JULY 21, 2015 REMS1l2115 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. PRINT DATE: LiJ r� LL +� C5 s.�M `?c/) ¢, <f �W V nW I� x T^ ral W M PROJECT #: 14-042 SHEET S-4 Q m o� -0' (4S0 NAVD) 2X2 PICKETS, P.T., o 54" c% (2) 2Xb P.T. (1) LAYPR 6Xb % WWF 40# FELT OR EXP. JT. MIL FOR BOND BREAKER q SECTION 5 2 5GALE: Y2"=I'-O" 6ROUT CMJ 50LID BELOW GRADE PROVIDE q 6A. DUR-O-WAL HORIZ. REINF o 16" o% 26 6A. METAL ROOFING OVER 30# FELT OVER 5/b" GDX PLYWOOD, NAILED W/ 8d 6ALV. RIN6SHANK5 0 be o% ALL LOCATIONS, OVER NEW PRE-ENGINEERED TRL55ES o 24" o/c 6YP. \ GYP. 2X4 BLK6 ® 24' o% SIMPSON HETAI6, EA. TRL155 8' CONT. BOND MEAM YV #5 #5 X 6-10" 0 48" o%, MAX., SEE PLAN FOR LOG, 8" CMU WALL W/ q GA. 2X6 HANDRAIL, P.T, XDUR-O-WAL HORIZ. REINF. DECK SCREWS; 12" o%� I6" o/c, #5 VERT. 0 48' o%, I f MAX., SEE PLAN FOR LOG. 2X4 P.T. VVYW4) X 2Y2' TAPCON o 12" o%, 6ALV. 3/4" T46 PLYWOOD OVER 16" PARALLEL CHORD TRUSSES o 16" o/c, F.T. FOR BOW BREAKZR i IN 14113ELON FLOOR \_ #5 DOWEL X C3 0 48" o/c, MAX., SEE j 6 MIL VAPOR8' GONT. PLAN FOR LOG. 12" BARRIER OVER BOND HEApq V TERMITE TREATED X 18' GONG, GRADE BE COMPACTED 5011_ in BEAM w/ (3) #5 REBAR TOP 4 BOTT., #3 STIRRUPS, 3" GLR. ALL 51DM SEE PLAN FOR SPA. I' MAGNUM HELICAL PILE MH325BR,25T ALLOWABLE or (NORKIN6) CAPACITY, SEE PLAN FOR LOG, 10 SECTION 5 2 .SCALE: )4"=I'-O" 6ROUT GMJ SOLID BELON GRADE PROVIDE q 6A. DUR-0-WAL HORIZ. REINF o 161, o% PLC a FQ-1� rT,j oMOOoCq WO tb Cq U a� Feeeq 0 ISSUE DATE: J U LY 21, 2015 RE"SlOba t. 2. 3. 4. 5. 6. 7. S. s. 10. 11. 12. PRINT DATE: r, y r;, a ~ 0° w' � ca . W W �® Q 1-eeeeel 7 � w iz I� x W kn rf1 M VV 11 "r1 w� ^ I✓1 PROJECT & 14-042 SHEET J �� S-5 FOR ELECTRICAL PLAN 51GALE: Ya° = 1'-0" 5W. TO DOGK LT5 NOTE PROVIDE A 50 AT FORM "NAVD SYMBOL LEGEND Q DUPLEX FLOOR RECEPTACLE EXHAUST FAN FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. CEILING MOUNTED LIGHTING FIXTURE LJ CEILING REGE55ED LIGHT FIXTURE WALL MOUNTED LIGHTING FIXTURE SMALL LIGHT MTV ON BACK5PLA5H UNDER UPPER CABINET LIGHT FLOOD LIGHT 0 CEILING RECESSED LIGHT FIXTURE - DIRECTIONAL O VP CEILING RECESSED LIGHT FIXTURE - VAPOR PROOF CEILING RECESSED LIGHTING FIXTURE 0 ELECTRICAL PANEL FUSE OR DISCONNECT 5WITCH TELEPHONE JACK TELEVISION JACK SD E�MD SMOKE 8 CARBON MONOXIDE DETECTOR COMBO PADDLE FAN OC. V. CENTRAL VACUUM GUADRAPLEX RECEPTACLE OUTLET iQrGFI GROUND -FAULT INTERRUPTER OUTLET $Np WEATHERPROOF GROUND FAULT INTERRUPTER OUTLET HALF 5WITGHED REGEPTAGLE OUTLET It SPECIAL RECEPTACLE OUTLET 240V DUPLEX RECEPTACLE OUTLET DEDICATED RECEPTACLE OUTLET OO CVH CENTRAL VACUUM H05E O GVF CENTRAL VACUUM FLAPPER 2" PVC 5G1- DRAIN5 TO OUTS TERMINATE b" ABC FIN15H GRP PROVIDE 12" (P;4 DEEP DRYWELL (T MECHANICAL FLOOR PLAN 51GALE: Y44 = 1'-0" n THERMOSTAT 8X1O� 6Xb RIGID DUCT TRANSITION IN 51ZE FLEXIBLE DUCT ®� SUPPLY GRILLE ® RETURN GRILLE - - - RETURN DUCT 5D SMOKE DETECTOR EXHAUST FAN BACK FLOW DAMPER A.H.U. AIR HANDLER UNIT. W.H. WATER HEATER O SUPPLY GRILLE DESIGNATION RETURN GRILLE DESIGNATION A/G TO BE ON RAISED PLAT FORM TO ELEV. T-0' RAW PLUMBING SCHEDULE DESCRIPTION FIXTURE UNIT COUNT GOLD WATER SUPPLY HOT WATER 5UPPLY 5ANITARY LINE 517E TO VENT REMARKS LAVATORY 1 1/21' 1/2" 1/2" COUNTER TOP SHOWER 2 _ 1/2" 1/2" 2" BIDET 2 1/2" 1/2" 2" TUB 2 1/2" 1/2" 2" WHIRLPOOL TUB 2 1/2" 1/2" 1/2" WATER GL05ET 4 1/2" - 3" KITCHEN SINKS 2 1/2" 1/2" 1/2" COUNTER TOP REFRIGERATOR - 1/2" - - SHUT OFF VALVE 015HWA5HER 2 - 1/2" 3/4" SAFE WASTED TO KITCHEN 51N WASHER 4 1/2" 1/2" 2 LAUNDRY SINK 2 1/2" 1/2" 1 1/2" COUNTER TOP H05F 13155 1 - - A/G DRAIN I - 3/4" PVG 50HEOULE 40 PLUMBING NOTES - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. - MATERIALS SHALL BE AS FOLLOWS: 1) GOLD WATER PIPING SCHEDULE 40 G. P.V.G. ALL PIPING THRU OUT HOUSE SHALL BE SCHEDULE 40 G.P.V.G. 2) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE G.PVG 3) STORM LINES INSIDE BUILDING SHALL BE G PVC SCHEDULE 40. STORM LINES OUT5IDE BUILDING SHALL BE G PVC SCHEDULE 80. 4) IN COASTAL AREAS ALL SANITARY AND 5TORM PIPING OUTSIDE OF BUILDING SHALL BE PVC SCHEDULE 40. 5) CONDENSATE DRAIN PIPE SHALL BE G PVG SCHEDULE 40 PIPE AND FITTINGS. b) WATER HEATER RELIEF AND DRAIN LINE SHALL BE G.P.V.G. 'I) PROVIDE A DIRECT HOT WATER LINE FROM H.W.H. TO KITCHEN SINK MAST[ BATH 4" PVC LINE 5Ek)ER MAIN SANITARY RISER nt5 3" VENT THRU ROOF 1 'Ti NR. fi da 0 ��� N e� .. J a. 44' 8 1 /2" d TYPCIAL FLOOR DETAIL TYPICAL INTERIOR BEARING DETAIL I i 12 5. r 4-1/16" i i 1'-10-5/8" AT TOP SQUARE TYPICAL END DETAIL J AA' A 1l9" HATCH LEGEND AC DUCT 8" COFFER i INVERT HIP 8" STEPt This is a Truss Placement Diagram Only to show Truss Identification and Truss Location. The Engineer's Seal does NOT relieve The Professional Building Designer to assure the Structural Stability of the entire structure. Refer to the Engineering Drawing for Gravity and ds. 4'-4" ELV 12'-6" ELV 14'-6" ELV BEARING ELEVATIONS FOR TRUSS PLACEMENT ONLY FOR BRACING & ERECTION DETAILS REFER TO BCSI=03 AND/OR ENGINEER OF RECORD " Q " REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING �A JUS24 OH THD46 JUS26 CJMSH422 THD26- OK MUS26 © THD28 O HJC26 DE THD26-2 THD28-2 - - - JUS46 LOADING ROOF FLOOR WIND LOAD a LIVE LOAD 20 j 40 ASCE 7-10 DEAD LOAD 15 20 170 MPH EXP D 4 LIVE LOAD 10* 0 CATEGORY II 0 — 00 DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 55 65 FBC-2014 z DURATION FACTOR 1.25 1.00 TPI - 2007 REV DATE BY. REMARKS It is understood that above conditions have been reviewed APPROVED & are acceptable for the fabrication at trusses, i elevations,pitches, overhangs, APPROVED AS NOTED fascias,ceiling REVISE AND RESUBMIT elevations/pitches, bearing conditions & all detail pertaining REJECTED to this truss placement plan. No back charges will be accepted (� without previous written DATE (� approval from an A-1 Roof � Trusses representative. REVIEWED BY PLAN DATE ARCH: 03/05/2015 STRUCT: 03/15/2015 Digitally signed by Manuel Martine Manuel DN:ness Represenmste, ou Business ATESP nta n= oO=MAN ' EASSOCIATES P.A,cn=Manuel ��'/1��@ ,^) Y 7 Martinez, Y_ f� a Y t I n eL 0000001464CF8FFE9600021 I OF 10 109 Date: 2015 0 23 14 02:02 -04'0' (1151113ttt(1RRR Sfi ray p Ma f+.47582 •• t y a �aR��t�'aerNA�r§'yq Yti4' CUSTOMER -JWN CONSTRUCTION JOB NAME-SNODGRASS LOCATION ST.LUG'/E COMMNTY I / LOT # BLDG TYPE BLDG # - JOB # -61851 MASTER - DATE 07/18/2015 DRAWN SCALE -S.O N. 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