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HomeMy WebLinkAbout3890 Saltmarsh Lp 18-914 (a)INDEX GENE:. ■ ■ RAL NOTES 1. T VERIFY ALL CONDITIONS AND FL 0.1.1 SLAB PLAN'S' CONTRACTORS SHALL E DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY EP T T DISCREPANCIES SHALL BE REPORTED RTED O O THE FL 1.1 FLOOR PLANS'S' BUILDER JUS FOR JUSTIFICATION AND/OR CORRECTION .. W BEFORE CONTINUING WI T H WORK. CONTRACTORS FOR ERRORS .SHALL ASSUME RESPONSIBILITYO O S THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. FL 5.1 E LEVATIONS S 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE FL 5.1.1 ELEVATIONs s WITH ALL APPI-ICABLE`NATIONAL, STATE, AND LOCAL FL 5.1.2 ROOF PLAN'S' CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING FL 6.1 UTILITY PLANS'S' AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. D-1 DETAILS 6. IF BACKFILL E)(CEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN 1CHE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYINIG ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND (FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG RECORD COPY 16GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 201.7) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF REVIEwE°Ic:cCr�nnPLwNCE NO. 26 GALVANIZED SHEET GAUGE CORROSION - PLANS -EINE_,• RESISTANT WEEP SCREED OR PLASTIC WEEP ----3.7sq?a SCREED WITH A MINIMUM VERTICAL ATTACHMENT DATE FLANGE OF 3-11/2 INCHES SHALL BE PROVIDED AT OR SANFORD'_E W1j) j4Q pIVISIOIV _BELOW THE PLATE LINE ON EXTERIOR STUD WALLS A PERMn- ISSUED SHALL RE CONSTRUED TO BEA IN ACCORDANICE WITH ASTM C 926. THE WEEP LICENSF. TO PROCEED WITH THE WORK AND NOT As SCREED SHAULBE PLACED A MINIMUM OF 4 INCHES AUTHORITY T(JVIPROVISICANCEL, OFTHE ECHNIC ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHA.DING ISSUANCE CIALFR FAPERMIT EAFTERPREVENT AREAS. THE WEATHER RESISTANT BARRIER SHALL THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING CONSTRUCTION VIOLATOF IONS THIS INS PLANSCODE, LAP THE ATTAI�HMENT FLANGE. THE EXTERIOR LATH CONSTRllCTION OR VIOiATIONS OF THIS CODE SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THIS WEEP SCREED, PER F.B.C.R..6TH WPACTION TEST EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL Rclult-t1. � o be INCLUDE A WATER RESISTIVEVAPOR PERMEABLE al,'Vl � sectio BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D �� ��[a�x �'eas�a�x��ia� PAPER. ST000;O APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. ,.I' CM ELU �., _+ 0 d ',;' ���� ■ a ✓ O mac,7 � , t gi MULHERN K UL P 75!. . residential structural engineering 20 South Maple Street, Suite 150 Ambler, r PA 19002 P215.648.8001 mulhemkulP.com .•�, a xdfi. � �, E DATE: rAxy*w to oft FOR A kc IE REVIEW LOT 117 EB 16 2018 Co FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE II ' 1 d' .............. .............. N ,11 110 11 11 111a-iu 1 'IT 11' 91 5 a �s 11 I ". 11 H11 IP, mmw. a T E y FLOOR PLAN KEYNOTE LEGEND T 1 CTED HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATIONN AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED. WITH ONE 1 LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/811 SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE TE RATED DOOR 3 ACCESSIBLE AREAS BENEATH STAIRS AND LANDINGS.1/2" 1GYPSUM BOARDARD ON WALL AND CEILING OF ENCLOSED 'ACC 8 LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22".FIRE RATED ATTIC ACCESS LARG E ENOUGHTO REMOVE G Q ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 1/2"X54" SIZE) 11 A HALF WALL HEIGHT S NOTED 12 INTERIOR SOFFITS: FFL- 8-1" U.N.O. SFL- 7- 6n U.N.O,O PT. CASED OPENING U.N. . 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO U 16 - MICRO WRITTEN INSTRUCTIONS SLIDE IN ELECTRICAL RANGE W/HOOD AND M C O ABV. VENT PER — I, FL 4. 1 ...VERIFY 6 Q o LOCATION 1 1 11 o IN FIELD co 28 -0 1_ 11. 14 11 131-111 1. - - -8 4.10 11 1 11' 11 3 1 ,1 1. 6-9 1/2 31-811 5 51/2. 4-7 3 4' 0" 6'-0" 8 -0 A/C 3 -0 8 -0 3 -4 all T 6080 S.G.D. 1 I 3050 SH I I 3050 SH I I I 3060 SH' 3060 SH 30$0 SH 3080 SH psi'. r ILo SLIDING BYPASS kb — _ O E _ 1 1 �r I 4 11 M o _ _ = Y, 4"X60" DOOR ;: 32"X60" - - - - - fa x I_ at. $ -- „ ,ar 4� v , r DINING G_ ! 04 - — ----- — -- a 1 " 1 11= 1 11 N BA 3 N 9'-4"CLG. co _ 64 co 4068I N 9'-3 112 2'-5 3 -2 1 /2 LINEN •�„ _ ' - .111 CL ! co w 1 _1 ' FAMILY LYit M. BED LOFT r• 4 L 9 C G N ,- c r� � _ 8 1 CLG.... :, 8 1 CLG.. � N1, , , .- r. ^, all T ! psi'. r ILo SLIDING BYPASS kb — _ O Wf IT'•" 1 1 �r I 4 11 M o _ _ = 4"X60" DOOR ;: 32"X60" - - - - - I_ $ -- r ! 04 - — ----- — -- 1 " 1 11= 1 11 N BA 3 N co _ 64 co 4068I 9'-3 112 2'-5 3 -2 1 /2 LINEN •�„ _ ' - .111 CL ! co w 1 _1 all 2ND FLOOR PL. HT. F . WW. D 2ND L — HT / / BED 4 LOFT r, x 8'-1" CLG. 8'-1.1 CLG. co w c.7 x \ i N \ cn 2ND FLOOR FIN. FLR., -. .,_ 1 ST FLOOR PL. HT. 1ST FL. WDW. HT.ui : a i ..FAMILY Qc ,. co x C a / i \ ' / 1 9 4 CLG. _ m / �yr uj, r 1ST FLOOR FIN. FLR. ......... I I I I ................... ............. .......... I .................. .:....... .................. � 1 ( I I I ...�..... II �............. ._....._......_ � .� �.� I I _._..._. _ _ I I 1 ...:.............. I I ____ �� I I I I; I I I I I I � '� � I � .. I I I .........W..... .....-:.. ._� I..I �_ I v. _-1 .." _ I I ( I I , 1 � i � I i. ( , , ( I. I I I I I I + I .... ....... ........:.... .. ... ......,1 1 ... .. ....... I , ( ( I � � I i , � ' �� .�...��m .....�.,......,: .........,..... _ , I' I .................:. .................:.................. I � � ,....:..,..... .� _ ( I. (I. I' ( I............,. I I ^--- I I i� I � — I _ I I I �� I I '1 I .... _.... ... I -. ' .:. t 1 I.. --^v^ v ..i..... � .� µv I i I( � 1 _� I I I�� . � � ( -�-•- --- ................. ..:.............. L , ..........,..,.,v .......... I ..., 1 BUILDING ,I �i )i( 1 1/4" - 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11"X 17" LAYOUT ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR 7'-4" U.N.O.ON ELEVATIONS 2ND FLOOR = 7'-1" U.N.O.ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O.ON ELEVATIONS. - ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E11 DECORATIVE WROUGHT IRON, SEE DETAILS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORN ER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 12" O.C. (VINIYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 E22 ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E11 DECORATIVE WROUGHT IRON, SEE DETAILS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 E22 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING 1 -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 19.20 int BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET X017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED - PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET ;2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED ARCHITECTURAL POP - OUTS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED ARCHITECTURAL POP -OUTS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1311 SF 314.72 int 629.44 ins AREA 2 141 SF 33.89 int 67.79 int AREA 3 80 SF 19.20 int 38.40 int uy � 1 1 /4 1 0 AT 22 X34 LAYOUT 1 /8 — 1 0 AT 11 X 17 LAYOUT I -am IF o w J CC0 D CD a x 2 a '"" " PATIO U w W Z Z 0 I— ------- � � WP/GFI AT A/C COND. ISSUE DATE: 10.02.17 FOR � � REVIEW I °WP/GFI W.......................1 o o=�' _— REVISIONS: �3 �a 0m LU 3: W co F Q U' O q UCE L 3 0° W z ^ w p DINING �, 9'-4" CLG. M. BED oUc cn u cc <r ? m O 4 W w Z _ g o / -- 8'-1" CLG. LOFT F F a o q W a . t FAMILY TV 8'-1 CLG. o W Cc 9'4" CLG. TV STANDARD ELECTRICAL BOX HEIGHTS I GFI. �j - _.._ ____ RJ _ ___ .......... /" CL / \ D These drawings are the property of Starlight Homes and are not to be WALL CABINET I CEutilized for construction, or ................. I copied in part or In whole _._._._ I_ KITCHEN 7 M without permission from the builder. © 2016 o CL � :._•. r _ �N Starlight Homes LAST REVISION - ' ... .............. oLL �r U_ 1 ...... - - .- . / LA -I HVAC -....... �...-.-._ C3 C'3 N` 8'-1" CLQ. :..........:...:..::.::::.....:..:: I w - �... .............................................. .., L= M. BAS ........................ _ m ° w tC I BA 2 --. ....... 8'-1°CLG.' _ _, - I n . ..... �f — ZU_�.I =_ .==== _... ......................... .. __.:. �_.... i CH M U = „ LL 30 HIGH VANITY 'T = O BASE CABINET = CABINET g BED 2 .. 9'-4" CLG. I I .........i / LIGHT =ABOV mm �..............._ I I WC 1 ....._........................................_ fl I I A B 3,-- :..::._ _ -- 8'_1" CL8 .QI. LAST SAVED BY: o I � =����_ _ 8-1 CLG. KEYLES�' --- --- I co \ - r0 .�-� '. ...:..... I I LIGHT IN i l a.:..:::.......:::...:. I _ 9'-91. i -- - SERVICE PANED _� _ _ ELECTRIC METER I I I - ' II SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 3 M .J OVER BATH CABINETS OVER KITCHEN CABINETS ---- -- \ ­.-u_-- TELEPHONE/ / WH WP/GFI SERVICE WP/GFI'2j PANEL 3 m TELEVISION SERVICE BOX / D D Uj NOTES: " ,- _. PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. I WP/GFI PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. I FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." I (r` _ Z ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE LE � CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY / / GARAGE /" I BED 3 - 8'-1" CL Q J PROVIDE AND INSTALL LOCALLY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL /' _ — _ ` /' — I '_ " 8 1 CLG. �-+ p � C _ _ _ BED 4 8� 1"CLG. 8'-1" CLG. J �. PROVIDE AND INSTALL NEC AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. CODE( )7071) ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. �' KEYLESS KEYLESS VERIFY THERMOSTAT LOCATIONS. PORCH f /O__ HVAC CONTRACTOR TO ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, GDO ALL DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. CODE AND MANUFACTURER'S /' (DEDICATED CIRCUIT) 7771 -PROVIDE POWER LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNIT MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. / I cm I I LEGEND: I I I H CHIMES DUPLEX OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 4 PUSHBUTTON SWITCH /J �O� CEILING FAN (PROVIDE ADEQUATE SUPPORT) / I a WP/GFI EXTRA DUTY WEATHERPROOF GFI 110V SMOKE DETECTOR 0 HARDWIRED AND INTER- DUPLEX OUTLET K. WALL MOUNTED INCANDESCENT S0 CONNECTED W/ BATTERY Y LIGHT FIXTURE BACK-UP CEILING FAN WITH INCANDESCENT LIGHT FIXTURE - - t ................................ .............._ .._ ................................................. ..................... ....I J 0 GFI GROUND FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET CO2 DETECTOR RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTUREHARDWIRED AND INTER � (PROVIDE ADEQUATE SUPPORT) - - -- (VP) = VAPOR PROOF © CONNECTED W/ BATTERY HALF -SWITCHED DUPLEX OUTLET BACK-UP 0 220V 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) (D THERMOSTAT GAS SUPPLY WITH VALVE FIRST FLOOR UTILITY ' S' (S' SECOND FLOOR UTILITY 2 PH TELEPHONE REINFORCED JUNCTION BOX O � EXHAUST FAN/LIGHT COMBINATION }� HB HOSE BIBB 1 1/4" = 1'-0" AT 22"X34° LAYOUT 1/8"= 1'4' AT 11" X 17" LAYOUT 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT (VENT TO EXTERIOR) 0 TELEVISION SHEET NO: WALL SWITCH ELECTRIC METER � �W 1/4° WATER srue OUT 3 THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ® ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM �n DISCONNECT SWITCH FIL 6.1 CONNECTION SPEC F I GATI ON5 (TYP. U.N.O.) 140 MIH DESCRIPTION OF BLDG. ELEMENT 3"4.131" NAILS 3"><0.120" NAIL5 JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/I3LK'67. (1) NAIL ® 4" o.c. (1) NAIL" ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS @ b" o.c.* BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS e 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAIL5 ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 t INTER5EGTIN6 WALLS (2) NAILS (2) NAILS L2Y"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PA046 OR NUMBER OF NAILS. AGGEPTABLE WHERE * ARE 5HOWN) Window � Door Allowable Wind Pres5ure5 140 MIH Wind Zone Exposure G OPENING 51ZE INTERIOR Zc9NE5 END ZONE5Q 8' Garage Door +25.1 P5F/-28,.4 PSF +25.1 P5F/-28.4 PSF 16Garage'Door +24.1 P5F/-26.8PSF +24.1 PSF/-26.8 P5F 10 50FT. +26.8 P5P/-311.2 P5F +28.5 P5F/-38.5 P5F 20 5OFT. +21.5 P5F/-2c1A P5F +21.5 P5F/-35.1 P5F 50 5OFT. +25.8 P5F/-28.3 P5F +25.6 P5F/-32.5 PSF 100 SOFT. +24.5 P51F/-26.4 P5F +24.5 P5F/-2Q.1 PSF 500 SOFT: +21.5 P5F/-23.c1 P5F +21.5 P5F/-23.a P5F (End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz dim. or 3 ft. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb A.B) LENGTH Hb -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (M5TGb6B3 ALTERNATE) < 15' 51MP50N H2.5A 51N6LE ROOF TRU55 BEARING ON SPAN HEADER WOOD 5TUD KALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP I.bE SHORT > I5', 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD, STUD KALL/WOOD BEAM H4x10 3.5"x9.5" AFP IhE SHORT 51N(5LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2X12 5PF OR 5YP #2 W ROOF 61RDER TRU55 OR FLU5H ALL (2) 51MP50N HETAIb BEAM BEARING ON GMU KALL SPAN HEADER ALL BEARING POINT5 OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 LISTED ABOVE. HOLD-DOWN 5GHWULE SYMBOL 5PEGIFIGATION 1-10-1 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb A.B) (2)2x6 Hb -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (M5TGb6B3 ALTERNATE) 3.5"x5.5" AFP IbE SHORT HEADER SUBSTITUTION SCHEDULE LABEL DE56RIPTION LABEL DE5GRIPTION (2)2x6 (2)2xb 5PF OR 5YP #2 K/ H4X6 3.5"x5.5" AFP IbE SHORT 1/2" PLYM FLITGH PLATE SPAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP I.bE SHORT 1/2" PLYM FLITCH PLATE SPAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 K/ H4x10 3.5"x9.5" AFP IhE SHORT 1/2" PLYM FLITCH PLATE SPAN HEADER (2)2x12 2 2X12 5PF OR 5YP #2 W H4x10 3.5"x9.5" AFP I.bE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER I. ; WHERE SPF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODU6T5 (AFP) I bE 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP IbE 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIE5: E = 1,600,000 psl, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = b50 psi. 3. AFP I.bE 5HORT5PAN HEADERS MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADERS ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. "t r. 4'-0 b'-0 ,, I 5:6.0. RECESS PER U RUG IONS - MAN l✓. IN5T T HOLD VOWN SGHEVULE I SYMBOL SPEGII`IGATION b HD -I SIMPSON HTT-4 HOLD-DOWN (w/ 55TB16 A.B.) 51MP50N M5TGbb STRAP TIE (24" END LENGTH) HD -2 (M5T666B3 ALTERNATE) seal: 1/15/2018 m" M � Po A © copyright MULHERN & KULP Structural Engineering, Inc. C a. co 7 L o � y - W +N �' 3 a� 0 UJ N Cn N N N Q M&K project number.- 181-17014 umber:181-17014 project mgr; S D I drawn by.- C DV �sue date: 07-06-17 REVISIONS; date: initial: 11-09-17 MK 12-11-17 MK w 0 X SLA �OUNI�AT I ®N PLAN 22x34 SCALE: V411=11-01)ELEVS. 5, T, U Ilx11x11 SGALF: I S= I'-0 /S1*0 LEFT HAND ON I N L _ J I SLA �OUNI�AT I ®N PLAN 22x34 SCALE: V411=11-01)ELEVS. 5, T, U Ilx11x11 SGALF: I S= I'-0 /S1*0 LEFT HAND L _ J - = N 1 L24'-x24"x8"J m _I 1L PAD FTG. n 6 w o - LL 501.0 2 0 0 — — — — — JUJ 5D1.0 I~ J w J D2. D2. 0 - 24 I6 0 21-411 Q el 20-8 J.11-411 8 2 0 0 N 0 SLA �OUNI�AT I ®N PLAN 22x34 SCALE: V411=11-01)ELEVS. 5, T, U Ilx11x11 SGALF: I S= I'-0 /S1*0 LEFT HAND MASONRY LINTEL ASSEMBL 1 E5 5EE SGHEDULE ANO 5FEGIFIGATION5 FOR A00t INFO 6ROUT • .. PRECAST LINTEL REINFORGEMENT Y GROUT ;:....; ` BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REIN. � w/ EMBEDDED REINF. MB -1 8F8-OB/OT MB -2 ----- M13-2 TOP REINF. TOP REINF. (1) #5 VERTICAL bFIb-113AT SHEAR TIES _ m m GROUT .. GMT ® BOTTOM REIN. BOTTOM REINF. #3 VERTIGAL TIES ® 4"o.c. w/ (2) #5 180 DE6REE HOOK T413 APER22LINTEL MANUFACTURERS ARE: ARE: CA5T-GRETE, QUALITY PREGA5T GO., PREGAST LINTEL w/ Eh93EDDED REINF. PRECAST LINTEL w/ I I EMBEDDED REINF. 1. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. � � 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. THIS ApR SSEMBLY REQ. M5-3/ MB -36 MB -4/ MB -4A S"Es ,LET MB -#B LINTELS LINTELS DESI6HATED WITH AN MB-3A/4e SHALL BE CONSTRUCTED THE SAME A5 MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM P-4" TO I'-2' BY FIELD GUTTING THE TOP OF THE PRE6A5T LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL FAN CONT THRU TOP LINTEL COURSE. MASONW LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -1 8F8-OB/OT ----- ----- M13-2 bF8-IB/OT -----' ` (1) #5 MB -5 bFIb-113AT (1) #5 (U #5 MB -4 6FIb-25/IT (1) #5 #3 VERTIGAL TIES ® 4"o.c. w/ (2) #5 180 DE6REE HOOK T413 APER22LINTEL MANUFACTURERS ARE: ARE: CA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: 1. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 k5i 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE56N. 1,1�4L/ I 22x54 SCALE: 1(4�_11f0 - ELEV5. 5 $ U 11x17 SCALE: 1/8 =1-Q sheet: LEFT HAND ra LEFT HAND S4601 "t 2x8x12" P.T. OF OPENING CENTER BUCK (1) #5 IN - v f BOND BEAM • i T T W L.L.. ^" - ..� Lu o � [—F --- T T-7-7- Lu ---------------- j Y2"DIA. -BOLT (5EE BELow) (1) #5 BAR IN PRE6A5T LINTEL -, 2X4 P.T. TOP BUCK I (2) #5's VERTICAL IN GROUT FILLED _ • 2X8 P.T. BUCK EACH - tk . IN YJA THAN 30�� CELL LL5 GREATER T `. 5IDE OF OPENING WIDE ONLY I #515 REQUIRED J � n PROVIDE DIA. J -BOLT 5 Y J/2" P l5) Y2 w/ 2 (I) #5 VERTICAL IN GROUT FILLED CELL u.a • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ,D PER PLAN) PROVIDE I x 3 EACH 51DE OF DOOR P O Y2 �6 d Q N THICK WASHER W/ EACH ANCHOR (IST BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY BE GROUT FILLED 01-01- 1 5PA6ED APPROXIMATELY 24" O.G) PROVIDE # OF DOWELS @ 51LAB TO FIN. FL. _ MATCH VERT. 5AR5 w/ 30" 'MIN LAP 5PLIGE PROVIDE Y2" DIA. x (b Y;2" LONG 51MP50N - -rl-r=kl un n0 AtJt7t7n\/Cr1 t=nlIA.I IAI v f i T T W L.L.. ^" n I ..� Lu o � Nt C 2x4 GATS ® I6"0,6' FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4. 2x4 BLOCKING w/ TRU55 w/ (2)3 x0.131„ BLOGKIN6 w/ 23/811X0.113 (3)3 Y4"x0.131" TOENAILS. PROVIDE (1) R5. NAILS ® 4110.G. TOENAILS EACH END 2x EXTERIOR WALL 0 5TAIR5 51MP50N H3 GLIP \ r - - OR 2-5TORY 5PAGE OVERHAN65 ) 12” ..1 1 x x FASTEN ROOF SHEATHING _4CC OI AAI t=/')D GLICATUIMr . .. n u .I Y rH AYt^ /V n:. Lr�l 1 x Tn Fd4r.IA WITL.I 73/_NY/1IM11 t OR WA 5H7 6. TO EXTERIOR LL 2x EXTERIOR WALL c AND GONNEGTION _PEGS. FASTEN SOLE PLATE TO RIM > FASTENED TO EACH GR 551 N6 % NE O �I , a � RUN CONTINUOUS FULL HEIGHT - 5H ATHIN6 P FOR E ' SEE LAN 0 11 II tl BOARD w/ 3 x0.131 NAILS ® 6 O.G. 5 N STUD w 2 3 x0.131 NAI / Y L5 .. .,. ..� M F OF WA FROM BOTTOM O LL AND C,ONNEGTION 5PEG5. EXTERIOR WA SFT 6. TO LL RUN CONTINUOUS FULL HEIGHT II I FULL DEPTH 055 BLOGKING ® Y8 FASTEN FLOOR SHEATHING _ 5 II II I JOI T5 TO $LOCKING w 2 x0.131 / Y2 ROOF TRU55E5 c copyright: MULHERN & KULP ' O ETOPP A RIM TO DOUBLE LTE. OF WALL FROM BOTTOM OF II 48 o.c. ALONG WALL IST BAY ONLY ( ) -SEE PLAN II NAILS � 6 D.G. 2X EXTERIOR WALL II ®24 o.c. Structural Engineering, Inc. s s' II t .I NT . .I 0 2 x0.131 ®3 O G Y 2 FASTEN 50LE PLATE 70 RIM w/ II II II 6 O.G. & SHEA HIND 3 x0.81 NAILS ® T RIM TO DOUBLE P 0 LE TG PLATE A H N6 T A. OGK FASTEN SHE T I 0 E BL w 5 O `II -SEE' PLAN FOR SHEATHING AND CONNECTION SPECS. SOLE PLATE TO RIM w/ 2 x0.131 NAILS @ 6 O.G. 11 11 .I 2),2'"x0.131" Ox Y� 31 ®3 0.... INTO 50LE -S. # II RE OR 5 2 x0.131 NAI 5. SG WS O Ys L rn PLATE c I (MIN.) O RIM BOARD 8 N. 5B JOISTS II I MIN. 058 RI RD. Y M BOA XV (MIN) I J015T5 II II FASTEN SOLE PLATE OF WALL TO FLU m _ T EA. I JO15T @ TOP 8 FASTEN o 11 11 BOTTOM CHORD w 2 3 x0.13) /( Y 4 ' PER PLAN L FASTEN RIM TO At KG E . BLK6 _ PER PLAN L II II II II tl BEAM w/ 3x0.131.. NAILS ®8 O.G. C NAILS L 11 a PANEL w/ 3 3 xC).131 NAILS. l Y ) 4 H ATHIN P OVER 5 � G S LIGE SHALL OGGUR ._ a tM 16: " " 2 x0.131 ®3 O.G. INTO RIM Y2 MIN.... - JOISTS ,�, " 2x 50 E PLATE w 2 13 NAILS ® ; _ L L / Y x0. I SEE u : P AN L c w _ BOARD 90.(-".a 2 x0131 c� 3 INTO R M Y"I' 058 B O I G EVERY. Y L GKN EVER 8 . ro - 3.O.C. OR PROVIDE CONT. 5HT6, _ a� FASTS RIM IM TO GMU BOND - I FASTEN EVERY OTHER I JO 5T (w/ WEB BOARD FASTEN EVERY 055 BLOGKIN6 TO OTHER BAY OVER SHEAR WALL FASTENED w 2 51MPSON A35 / O BOTTOM OF FLUSH BEAM16- Z a � w BEAM w/ 51MP50 N HETAI6 11 BLOCKING BOTH SIDES) TO BOND BEAM FASTEN RIM TO GN1U BOND BEAM w/ SIMPSON HETAI6PER BOND BEAM w/ (I) 51MPSON HETAI6 N WALL CONSTRUCTION AT EACH BLOCK PERP. STRUCTURAL ( ) HANGER +./ g P3 .- EMBEDDED STRAP ®24 O.G. " �1 I SIMPSON HETAI6 48 O.G. / O (MAX)) 11 EMBEDDED STRAP ®24 O.C.OG 4 MAX)A (8 O.G. M X) LCLIPS N OR OSB RIM FASTENED w I PAN )'e / O II _ BY TRU55 MANUF. II 5 M UFr � � .� M y L.LJ VERT WALL REINF. TO BEAM EXTEND INTO BOND B ,1 AM 8 GMU BOND BE VERT WALL REINF. TO tl 8 GMU BOND BEAM IP 51MP50N A35 G IP ®I6 o.c. GL OVER ARW VE E ALL PARALLEL ( II _' E Z W/ I 5 CONT.W/ C) EXTEND INTO BONE).BEAM () 5 CONT. ca cn 2, n ' S REINF. GMU WALL S .REINF. GMU WA . LL C -SEE PLAN FORR VERT: _SEE PLAN FOR VERT. FLUSHBEA MN HORZ. REINF. SPEGS WORZ. REINF. SP_.GS -SEE PLAN ._ c�nL�ri : lU p N N Q TION @�Uw1 NN 9 4 1-0 / TION 9 4 L -0 @fK/ SECTION 1 NN■2�■ ■ SCALE. S 4 I-0 / SEG�Tl SCALE M&KPJ number: ro ed num 181-17014 2x4 GATS ® I6"0,6' FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4. 2x4 BLOCKING w/ TRU55 w/ (2)3 x0.131„ BLOGKIN6 w/ 23/811X0.113 (3)3 Y4"x0.131" TOENAILS. PROVIDE (1) R5. NAILS ® 4110.G. TOENAILS EACH END 2x EXTERIOR WALL 0 5TAIR5 51MP50N H3 GLIP \ r - - OR 2-5TORY 5PAGE OVERHAN65 ) 12” ..1 1 x x FASTEN ROOF SHEATHING _4CC OI AAI t=/')D GLICATUIMr . .. n u .I Y rH AYt^ /V n:. Lr�l 1 x Tn Fd4r.IA WITL.I 73/_NY/1IM11