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HomeMy WebLinkAbout3842 Saltmarsh Lp 18-1215 (a)INDEX GENERAL NOTES: CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 0.1.3 SLAB PLAN'U' BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FIRST FLOOR PLAN'U' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.3 ELEVATIONS'Ll' CODES, REGULATIONS, AND FHA/VA MPS. FL 5.3.1 ROOF PLAN'U' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.3 UTILITY PLAN'U' 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 AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 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 THE 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 VERIFYING 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. -,16TH 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 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL AND Rr-CORD COPY ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R703.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP RI2_VIEWgD pOR CODECOMPLIANCE SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR PLANS EXAMINER BELOW THE PLATE LINE ON EXTERIOR STUD WALLS DATE IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL 5ARFORQ Bt&R11qC 2_RqI$IQrq LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH .A PERMIT ISSUED SHALL BE CONSTRUED TO BEA SHALL COVER AND TERMINATE ON THE ATTACHMENT LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET FLANGE OF THE WEEP SCREED, PER F.B.C.R. ;6TH ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EDITION (2017) RESIDENTIAL WATER RESISTIVE BARRIERS REQUIRING A CORRECTION OF ERRORS IN PLANS, INSTALLED OVER WOOD BASED SHEATHING SHALL CONSTRUCTION OR VIOLATIONS OF THIS CODE INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER COMPACTION TEST FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL OR IN REQUIRED ACCORDANCE WITH ASTM C 926. Results to be Verified at Stab Inspection ®rSANFORD 6 %N 2 1 5 Nit ...... I MULHE,RN+KULP 77824 residential structural engineering -01 OA STATE OF 20 South le Street, SuiW0 0 Ambler, PA 19002 0 p215Zj.j * mulhemkr ki A 1 k REVISION LOG DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REV. DESCRIPTION REQUIRED REQUIRED 1. REVISION xx-xx-xx Y/N Y/N SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION 'U' 1412 1412 421 48 75 544 LOT 23 CD uj 0 T ff d4ra] UE DATE: FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: CS -1 r - GENERAL FOUNDATION NOTES: -IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING, REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WAFER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 144 MULHERN +KULP17 residential structural engineeringi 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com `` 77824 y APE OF L_ T T C SLAB PLANU 1 1/4" = V-011 AT 2211X341' LAYOUT 1/8"= V-0" AT 1111 X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 21'-0" 8'-0" II N 5'-111/4" 61.81" 1141 T � � � T Uj 00 .......................................................................................................... - Z Cl) 7� r C/) 1 I• 00OII ao NW � {y. QII U U O T' ............................... _.. r r M („,> PATIO SLAB I ......_. io ... --------• REINFORCE PER LOCAL N CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB I I NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES 1...-.:.-.-....................................................._........_........ ARE DIMENSIONED TO CENTER LINE. ...............LL ............... ..................................................... i 8'-0" 8'-5 3/4'" ...................................... r i � N Lj o ............ ........ � �m� 0 ........................ I I J _- - _ - - - - :. �.._.. -- 1 VERIFY UNDER SLAB 1........................AT KITCHEN ISLAND................... I I 1 L.... 2'- 1/2" 2'-9"CD r r 7 3/4"-/2'-0 1/4" �r r r r r N I I ..........I I I ..........�.....�.....� WH ) `4 _...... F2 L PORCH SLAB W n- REINFORCE PER LOCAL OJ b CODE AND ENGINEER'S SPECIFICATIONS M M 1 N O N � r r GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S + SPECIFICATIONS r I L1J a. 0 U) F1 16'-4" 21-211 21'-1 1/4" T-10 3/4" 29'-0" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 0.1.3 2i II N J T � � � T Uj Q ". � Z Cl) C/) N ao O SHEET N0: FL 0.1.3 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION 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 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = T-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 1 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS FIRST FLOOR PLAN ELEVU 1 1 /4" =1'-0" A"XAO1 /8"= V-0" AT11 " X 17" LAYOUT O O 144 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.cnm sae N 77824 r � 01 Z a J a r Md uhas a and has ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.3 N J r � � Z a J a r UJ Z 0 ° n LL a>M O LL SHEET NO: FL 1.3 MULHERN+KULP� No ��2 residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 �� STAT®� 215.646.8001 • mulhemkulpxom ` ,`�.� M jl(�h p°INucWrca�Fjandhas rd k , r� 4akdtodha'dtrd0ka CM W O Oct ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: r � d' cn r W o 12 5 12 �5 N ROOF TRUSSIES PER STRUCTURAL ENGINEER Z cf) Q U Uj 1ST FLOOR PL. HT. _ LU c7 0 it 1 ST FL. WDW. HT. _=___ —-------- — r i o0 GARAGE �'' FAMILY KITCHEN III �'' M. BED 9'4' CLG. 9'-4" CLG. 9'-4" 64 3. �' 9'-4" CLG. �r 1ST FLOORI� N. FLR. — — — — ................. .. ................ ................... ................... I....�. �. -- -- _ _ ............—............- ............--............ - ........... i .................... . . ................... � � ; ....................I .......... :......:......... .......... _........... I i ........ ---... _---�---... I i ,,.... - � � III ----... f i- ;.... -- I................ I .......... I ....... ........ .I. ........ 1......... I I I ............... 1 1 1.................1 1 1 .............:::::: ............. .... ................... ................... I. I ..............I SHEET NO: SECTION 1 'U' FL 4.1BUILDING 3 1/4" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT u FASCIA 6" `_ E16 FRIEZE W 12 5 ........ ....... .......................... I.........� ............................................................... rh 1 ST FLOOR PL. HT. 1ST FL. WDW. HT. CIIJ F - N E1 Lu C'3 Ila 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 COACH LIGHT c\j PER BUILDER 0 STUCCO SMOOTH SAND FINISH U.N.O. aCnN Muhan+ q�nyn�dt anNeidhaz a w STONE WATER 6" E19 r oUj SMOOTH O 411 + SMOOTH E19 a, 10" PAINTED r1T1—ITITI WOOD BOX COLUMN FRONT ELEVATIONU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 1 ST FLOOR PL. HT. 47 FL_WDW. HT. 4 STONE WATER TABLE 1ST FLOOR FIN. FLR_ 47 12 12 5 � 5 N � L77O 10" PAINTED CEMENT BOARD SOFFIT 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'-0" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. F - N E1 Lu C'3 E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 STUCCO TRIM 0 STUCCO SMOOTH SAND FINISH U.N.O. aCnN Muhan+ q�nyn�dt anNeidhaz a w ao 6" E19 r oUj SMOOTH O 411 + SMOOTH E19 a, 10" PAINTED WOOD BOX COLUMN 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'-0" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12 12 N 5 N 5 'n 77 U') f n —,rte All FASCIA C) g. 1LJ m. a RIGHT ELEVATION"U" (2)_1/4" 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ,, REAR ELEVATIONU 3 1 /4" = V ' AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT ELEVATION KEYNOTE LEGEND N E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 12 12 N 5 N 5 'n 77 U') f n —,rte All FASCIA C) g. 1LJ m. a RIGHT ELEVATION"U" (2)_1/4" 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ,, REAR ELEVATIONU 3 1 /4" = V ' AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 1ST FLOOR PL. HT. - 1ST FL. WDW. HT. — 417— 1ST FLOOR FIN. FLR. 47 12 LEFT ELEVATIONU 4 " AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT M ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: G. Jw j�q�°,pp�°1 N MULHERN+KULP 77624 ♦'," residential structural engineering "= � TATE OF ; mak1 .� 20 South Maple Street, Suite 150 • Ambler, PA 19002 :%, 0,�;�. P♦ ; ; p 215.646.8001 • mulhemkulpxom z 0 aCnN Muhan+ q�nyn�dt anNeidhaz 1ST FLOOR PL. HT. - 1ST FL. WDW. HT. — 417— 1ST FLOOR FIN. FLR. 47 12 LEFT ELEVATIONU 4 " AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT M ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: N J r � � >M � Cl) T W z 0 aCnN w a oUj O SHEET NO: 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 I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL C/) 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 O 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 :2017 (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 DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, 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 CALC. ELEV. 'U' 1/300 RATIO 1/150 RATIO AT HIGH & AT HIGH & Name Area LOW LOW AREA 1 1955 SF 469.28 int 938.56 int 1 T EP T < ROOF PLAN 'U' 1/4" = 1'-@" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT CM + w O ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: ICyJ r � � a r W Z C r) LL C/) 0 0 >= cc CL a O SHEET N0: FL 5.3.1 Z VERIFY Z LOCATION U IN FIELD U Q A/C J c� J cc ............-................................... .................................................. ..— CD Z H X Q LL COVERED �'-- W M. BED PATIO r '"'"' 0 9'-4" CLG. 0 [TV: WP/GFI -- A. \BA. 1 g\4,' \ f ,� ISSUE DATE: ° 10.02.17 FOR W GFI REVIEW 5� �" LL r LL W Q o Q _ -' I WIC 19'-4" -- REVISIONS: b Z o x J W CLG. / 3 W �r � m x 2 0 I —(1�-- VAC Y --- CO v cwn c4~n m Z 0 4 v o �, GD � O � m it 2 Z io � ~ W 4Y - --, I DINING _ aJ �' �� _ o g �g a o W ..................................................................................................................................... i____.__.______.__ I 9'-4" CLG. in w z ►— Jw 0 _ �� 'PH 1 W U_ ox o 1 FI BED 2 REF I; 9'-4" CLG. 1 STANDARD ELECTRICAL BOX HEIGHTS ( ; AGF Gf#I II GFI , I These drawings are the .t.___ > =.> °W 111 ......-... KITCHEN property of Starlight ALL CABINET 22bv III 9'-4" CLG. Homes and are not to be i . utilized for construction, or copied in part or in whole U_ CL I D GFI I............... BA., I ...............................u................. without permission from the builder. ©2016 0 w.. /"'a'-4" cLG. - 1 I AGF" Starlight Homes LAST REVISION N m 1 �.:°::GFI /" 0 LLI W M m x FAMILY U 9'-4" CLG. 30" HIGH _ BASE CABINET e �"' " '- BED 3 TV LAST SAVED BY: VANITY l17O Y CABINET CY) o N9'-4" CLG. F � o m M ` �,� I SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES ................................. I Q ' LA. 3 / OVER BATH CABINETS OVER KITCHEN CABINETS I 9'-4" CL 22 �i T— \ =CH SERVICE PANEV �� I .. i ELECTRIC METER .. . ... .. ...... ...................XI ...... .......... W I C I FII i� i. 1 FOYER _ J1 .............................................. 1..............� L................................1 I .........,' 9'-4" CLG. TELEPHONE/ TELEVISION J NOTES: _. _.__._. ,..... --� - --�------- SERVICE BOX J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. N PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL j WH WP/GFI WP/GFI 3 \ /j SERVICE WP/GFI CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ,.._... TO KEYLESS PANEL ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. LIGHT IN ATTIC FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." / 3 � \ r Q ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE �/ W0. JOCALLY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. / ' PROVIDE AND INSTALL L CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY CODES. � JCn >- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING _ S GFI AS REQUIRED BY NATIONAL ELECTRICAL PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTER (GFI) �/� / WP/GFI � �f THE REQUIREMENTS OF ALL GOVERNING CODES. J CODE (NEC) AND MEETING ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. J ~ /PORCH I HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 1 FIELD CONDITIONS. DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO KEYLESS KEYLESS PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S / I Q WRITTEN INSTRUCTIONS. GDO PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE (DEDICATED CIRCUIT) HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � GARAGE I LEGEND: DUPLEX OUTLET CEILING MOUNTED INCANDESCENT °" CHIMES CEILING FAN LIGHT FIXTURE Cil PUSHBUTTON SWITCH / (PROVIDE ADEQUATE SUPPORT) WP/GFI EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET 110V SMOKE DETECTOR K} WALL MOUNTED INCANDESCENT so HARDWIRED AND INTER -/J CEILING FAN WITH INCANDESCENT ��'/ I I GROUND -FAULT CIRCUIT -INTERRUPTER LIGHT FIXTURE CONNECTED W/ BATTERY GF BACK-UP DUPLEX OUTLET INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ---- 719RECESSED OR CEILING MOUNTED LED FIXTURE CO2 DETECTOR HALF -SWITCHED DUPLEX OUTLET (VP) = VAPOR PROOF HARDWIRED AND INTER- CONNECTED W/ BATTERY </ v BACK-UP GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) THERMOSTAT REINFORCED JUNCTION BOX T EXHAUST FAN/LIGHT COMBINATION P" TELEPHONE �� HOSE BIBB HB SHEET N0: WALL SWITCH (VENT TO EXTERIOR) El TELEVISION e ELECTRIC METER �W 1/4" WATER STUB OUT UTILITY PLAN FIRST FLOOR � U � s THREE-WAY SWITCH FLUORESCENT LIGHT FIXTUREFL ® ELECTRIC PANEL ( �% 1 /4" -- = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 63 a FOUR-WAY SWITCH � DISCONNECT SWITCH WALL SCONCE TECH HUB SYSTEM 0 ffmvw� 0 c I I cc c c r TERMITE PROTECTION - 5ENTRIGON (AS GH05EN BY BUILDER) 22x34 SCALE: 1"=1'-0" IIxI7 SCALE: 1/8'=1'-0" TERMITE PROTEGTION SHALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED SUBGATE60RIE5. PROTEGTIVE SLEEVES AROUND PIPING PENETRATIN6 GONGRETE 5LAB-ON-&RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ& MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM NALL THICKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USIN6 A NON -CORROSIVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR SPAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. GONDEN5ATE LINE, IRRIGATION/SPRINKLER SYSTEM RI5ER5 FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL DI5GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 KITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 HITH EAVES OF LE55 THAN (b INGHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR 6ABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF )N PLAN ELEV. 5, T, I$ U GENERAL STRUCTURAL NOTES FOUNDATION • DES16N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DE516NS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO HEATHER OR IN GONTAGT H/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION -RESISTANCE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONIN6 MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U,N,O„ Pic = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1 AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 15% COMPACTED FILL. • PROVIDE GONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, AND OTHER L06ATION5 WHERE SLAB 6RAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 0156ONTIN0005 END OF REINF. • GROUT SHALL BE ASTM G476 F'c=3000 PSI w/ MAX 5/8" A66REOATE • CONCRETE MA50NRY UNITS SHALL BE ASTM Gg0 WITH A MINIMUM GOMPRE551VE 5TRENOTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM 6270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • �" REINFORGED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL AL16N HITH FOOTING DONEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORGED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN&5 AND AT ALL HALL CORNERS. • VERTIGAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. RESER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES seal: .� • pec °�������'�r'`�.� N 77824 STATE OF 111411. 1.11 �kk Q copyright : MULHERN & KULP Structural Engineering, Inc. a a' Z � rn a a c a`i + E L z � a E V J LL L17 W N_ � w nZa"D J" c Cq Cq D -a N � Cn N N N 4 O LL � a M&K project number: 181-17011 project mgr: S D I drawn by: MJS issuedate: 06-22-17 REVISIONS: date: initial: 09-25-17 MK 12-08-17 MK V) "'. W Q sheet: LEFT HAND S1*0 Z 0-4 Z J LL 0 � w nZa"D ::) N z� O LL � a sheet: LEFT HAND S1*0 m seal. 1/15/2018 MA50NRY LINTEL A55EMBL I E5 G�NER,hJ. 5TRU0TURAL NOTE5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO�+�'h�41I 11-0011-011 FOUNPATI ON START 21'-0" 22'-6" 111_0" 12'-8" 6'-4" «<> GROUT GROUT, "mm'mm w BOTTOM REINF. t4o 7824 MB > PRECAST LINTEL w/ PRECAST LINTEL w/ N EMBEDDED REINF. -2 EMBEDDED REINF. •DESIGN IS BASED ON 6th EDITION (2017) FLORIDA BUILDING GORE. -- -1 Mg -I MB -I 8. rk t ' STATE OF ................................... • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A q ., ����' I— 3050 WINDOW 3050 WINDOW ❑• MB -1 MB -2 MINIMUM ALLOWABLE 501E BEARING CAPACITY OF 1,500 PSF. THESE "'.PL �►'' �,' ��`-"OR 10N��gr` 373/4"X63" R.O. 373/4"x63" R.O. FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L ��`/J BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. © cop iJ141 11VIII�L�RN &KULP m m (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DE5I6N5 Structural Engineering, Inc. TOP REINF. TOP REINF. VERTICAL ARE STILL ADEQUATE. • ii GROUT Y SHEAR TIES mm — GROUT • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE Q, BOTTOM REINF.;, x .. BorroM REINF. OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED c T - • PRECAST LINTEL w/ PREGA5T LINTEL w/ SOUTHERN PINE #2. EMBEDDED REINF. z EMBEDDED REINF. C - TH 55EMBLY REG. • BUILDER TO VERIFY GORRO5ION-RE5I5TANCE GOMPATIBILITY OF a tm MB -I SHEAR REINFORCEMENT HARDWARE 4 FA5TENER5 IN GONTAGT w/ PRESERVATIVE -TREATED MB -3/ MB -5A MB -4/ MB -4,4 TIES. SEE 5GHEDULE. c N -� WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS To 600RD. + a ............................................................... MB -#A LINTELS: _ 3066 DOOR LINTELS DESIGNATED WITH AN MB-3A/4A SHALL BE GON5TRUGTED THE SAME A5 MB -3/4 EXCEPT THEyDEPTH • GONGRETE DESIGN BA5ED ON AGI 318. GONGRETE SHALL ATTAIN Z y 4I "X84Y2" R.O. SHALL BE MODIFIED FROM I-4" TO I-2 BY FIELD CUTTING THE TOP OF THE PREGA5T LINTEL DOWN 2'. ALL OTHER 5PEGIFIGATION5 SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN GONT THRU TOP LINTEL COURSE. THE FOLLOWIN6 MINIMUM 6OMPRE55IVE 5TREN6TH5 IN 2S DAY5, r - V a oc o U.N.O.: f c = 2,500 p5i: ....... FOOTIN65 W 6- .�� M,450NRY LINTEL �ET,�ILS 2,500 51 .. SLABS ON GRADE (INTERIOR $ EXTERIOR) _ fy - 60,000 p5i...... REBAR REINFORCEMENT �`° J c as MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 ID THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. 01a MB -I 8F8-06/OT ----- • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. rn N o. MB -2 8F8-I5/OT ----- (1) #5 • FOOTIN65 AND 5LA65 ON 6RADE SHALL BEAR ON VIRGIN SOIL OR MB -3 SFIb-IB/I7 (U #5 (U #5 - 15% GOMPACTED FILL. - O N p Q >Y ? MB -4 BFI6-2B/IT (I) #5 (2) #5 #3 VERTICAL TIES ® 4"o.G. W 180 DEGREE HOOK T83 • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB 1 Q APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-CRETE, QUALITY PRECAST GO., E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY • US N AND LOTT'S CONCRETE. TO DEVELOP. (20'-0" O.C) Q m m • NOTES: •MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR Wproject number: 1 _ I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. FILLED AS REQURIED. DIA, 1 8 1 „ 1 70 1 1 N a- 2. SHORE LINTELS 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. • HOOKS SHALL BE PROVIDED AT DISGONTINUOU5 END OF REINF, m m r! 6ROUT 5HALL BE A5TM 6476 F'c-3000 P5I w/ MAX 3/g" AGGREGATE 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.:60NGRETE project mgr: SDI N 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 drawn by: m JS 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. MASONRY UNITS SHALL BE A5TM G10 WITH A MINIMUM p � COMPRE551VE STRENGTH OF 1100 PSI (F'M = 1500 PSI). ALL issue date: 06-22-17 MORTAR SHALL BE ASTM C270 TYPE S. CMU DESIGN BASED ON oCLAGI 530/530.1 REVISIONS: Ln m m TERMITE PROTECTION - 5ENTRI60N (AS CHOSEN BY BUILDER) m o m • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL ED date: initial: 09-25-17 MK 1. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG BE REINFORCED w/ (I) #5 BAR VERTICAL. BAR SHALL o R318 AND ALL RELATED SUBCATEGORIES. EXTEND INTO BOND BEAM AT TOP WALL AND SHALL 12-08-17 MK m 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" 5LAB-ON-6RADE FLOORS SHALL NOT BE OF CELLULOSE LAP 5PLIOE WITH FOOTING DOWEL. • CONTAINING MATERIALS. IF 50IL TREATMENT 15 USED FOR g � SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL •GROUT SOLID ALL REINFORCED CMU CELLS AND BOND BEAMS m;' p cn HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL SEALED WITHIN THE SLAB USING A NON-GORRO5IVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL '■,,,,,,,, o Q ,C) m 0 AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE MASONRY OPENINGS AND AT ALL WALL CORNERS. THE SLEEVE. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP o 3. CONDENSATE LINE, IRRIGATION/SPRINKLER SYSTEM RISERS FOR „>; = x SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT AND BOTTOM SHALL BE LOCATED IN THE CENTER OF THE MASONRY LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE SIDEWALL, CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN CD Q WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR EXTERIOR WALLS. (A5 5HOWN ON PLANS) W SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ONALL w BUILDIN65 LESS THAN 6 INCHES (152mm) • UGH OPENINC75 ARE GALLED OUT ON PLAN - EAVESJECTIION 2 ❑• HORIZONTAL ROITH EXCEPT FOR GABLE END RAKES OR BUILDERS To VERIFY. —' ON A ROOF ABOVE ANOTHER ROOF Q Octo � <r o � 'd • 3066 DOOR `V 41 "x84Y2" R,O. �n • MB -I - N N � O N 0 0 • w UJ � C 0 = 0 z O °j 1 0 1 t� MB -3 • • I6' 011x 1'-o". O 6ARA6E DOOR 211-011 S'-411 3'-8" '-41' TART LOCK PLANsheet: LEFT HAND REFER TO 5-0.0 FOR TYPIGAL 21'-0" Io' -4" 0�_ 1_ �, 121x1 SGALEL%S(I'=o"°LV. u STRUGTURL NOTES SGHDULES S2.0 0 22x54 SCALE: 11x11 SCALE: 1/S'=1'-0" ELE1 5 4 U REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOT5 $ 5GHEDULES seal: 1/15/2018 4,��4ttlPf/ppp 40 of . N7824 m7� STATE OF 1 © copynigO; WAON` & KULP Structural Engineering, Inc. M&K project number: 181-17011 project mgr: S D I drawn by: MJS issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK 12-08-17 MK CD w Q MCC P" C z Z) � rn a a c a`i .n Q co Z� • � WL ya' r J C to Cq D�'c3 .N d C3 N C. W LL M&K project number: 181-17011 project mgr: S D I drawn by: MJS issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK 12-08-17 MK CD w Q MCC P" sheet: LEFT HAND z Z J LL d o Z W LL LL o 0 N Q Q � � � a sheet: LEFT HAND a 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID z 7 GRADE ILI 1. o I— — R4.1 FI -FOIL OR EQUAL OVER 3/4" FURR STRIPS 3 Y2" GONG. SLAB W WWF OR FIBERME5H REINF. OVER b MIL. VAPOR BARRIER a I I I—I I I —III—III—I A'. —II—I I 1- IIII111111111111- CLEANS 1119 11 111 `-- MONOLITHIC COMPACTED FILLFOUNDATION W/ ® q5% 5TANPARD 1 -0 (2) #5 HORIZ. DEN5ITY MIN. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-4" WIPE w/ (2) #5 BARS POOTIN6 5EGT1ON & BLOCK DET, IL NON -LOAD BR6. WALL 6,�RA6E ( INTERIOR OPFSET FOOTING NONBEARING DETAIL scale NS 3/4" RECESS � SLIDING 6LA55 DR. SILL FORME SLOPE \\1 SILL FORMED ON SITE 3Y;" GONG. SLAB (2500 P.5.1) WC bxb 10/10 W.W.M. ANID b MIL. m w I VAPOR BARRIER d J --.A a d a EXP JOINT .4A EXTERIOR OUTSAIN6 4 56D POURED BILLS DETAIL WAIA WS 8" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID MATCH GMU LEDGE x PER 1/501.0 z � GRADE Q � 1 ;IIIIIIIIII� GLEAN—` 1=1 I i7--1 '' MONOLITHIC COMPACTED FILL 11-oll 11-oFOUNDATION W/ ® q5% STANDARD 1 (2) #5 HORIZ. DENSITY MIN. 1 CONT. ON GHAIR5 WHERE 2ND STORY (3" MIN. COVER) OCCURS FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS G�R�6E CURB DET�rIL 2 gca.ee � FILLED CELLS (SEE FLAW >: 4" GARAGE " TOP Y'IEW ®CORNER F —1 GARAGE WALL YZ GONG. SLAB a 20"x8" THICKENED EPGE W/ (2) #5 CONT. THICKENED ED6E @ 6ARA6E DOOR DETAIL acme,; N% 8" CMU BLOCK (1) #5 FROM FT6. TO BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL 50LID tS� GRADE O N Y2" GYP. BD. EA. SIDE OF 2x'5 ® 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/ Y4°x5" LONG TAPGONS 2'-8" O.G. AND 12" MAX FROM END OF WALL NNLE55 NOTED PT. BOT. PLT. OTHERWISE ON PLANS) I ;1111-1 I I—I I I-111 d 4. Q. I I_I I I—III—I I I, —III -1 I I-1 I I-1 I I. • R 8" 8" \—(2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS 5TUP PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING HALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS 3 INT. BEAR I N6 INALL FOOT I NG DETAIL WALM Nra 8"x8" THIGKENEP 5LAB W/ (1) #5 CONT. TH I GKENED EDGE DET I L � scat.e= Nra 10 t 5EDETAIL NTS DROPPED 6RADE DETAIL scale: We Y2" GYP. BD. EA. SIDE INTERIOR OF 2x4'5 ® 16" O.G. 6ARA6E FFASTEN W/Y4"x5" LONG TAPGON5 2'-8" O.G. AND 12" MAX FROM 2 1/4" END OF WALL (UNLE55 NOTED i,n 1 1/2" OTHERN15E ON PLANS) LU W STUD PLATE TIES ® 5TUP > PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLANS) a.. ° a.. ° a < d o. a ° (2) #5 HORIZ. CONT. ON CHAIRS 10" 10" 0" MIN. COVEW UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS 0r—r-5r:T FOOT I N6 BEAR I N6 DETAIL WALL Nva 8" GMU BLOCK PROVIDE 30" 8" CMU BLOCK MIN. LAP SPLICE EXTERIOR DOOR (1) #5 VERT. IN 3Y2" GONG. 5LA13 W PURR STRIPS 6ROUTEP CELL, FULL WWF OR FIBERME5H MTL. THRESHOLD HT. (5EE PLANS FOR REINF. OVER b MIL. REINF. OVER b MIL. LOCATIONS) VAPOR BARRIER 84.1 FI -FOIL OR a ° d .a •° ° t; dEaVAL OVER 3/4 d d _ FURR 5 IPS I I—_I I I- 3)/2" GONG. SLAB w/ GLEAN COMPAGTEP' I I-1 I I-1 I I •d .. a ° WWF OR FIBERME5H Z DENSITY AND TERMITE III=III 111—III—I I I _ I 1 1— III=III=III=1 1- REINF. OVER b MIL. `� < BREAK FACE VAPOR BARRIER cv SHELL ro ALLOW N "--4 �—III—III—III—I —I 11—III—III-1 11— . FOR 5LAB d .° III=_III-_—III—_III x a• a. I I=1 I I—I 11= I III—III—I I I—III= 11 6RADE 1=III=1114 III=III=III—_III— GROUT SOLID BELOW SLAB DOWN =I I 1—III -III— —III I I TO FOOTING '• ° a I—III--III .4 •< ' .. a ..' I=III � °' • . #5 DOWEL W/ b" °° CONT. CONT. A/c, CHASE PVCHOOK (SEE PLANS ° FTG. W/ (2) #5 HORIZ. ° 5LEEVE TO BE FOR LOCATIoW CONT. ON CHAIRS (3 TWICE THE ° a ° °' . a MIN. COVER) DIAMETER OF PROTECTED PIPE 10 t 5EDETAIL NTS DROPPED 6RADE DETAIL scale: We Y2" GYP. BD. EA. SIDE INTERIOR OF 2x4'5 ® 16" O.G. 6ARA6E FFASTEN W/Y4"x5" LONG TAPGON5 2'-8" O.G. AND 12" MAX FROM 2 1/4" END OF WALL (UNLE55 NOTED i,n 1 1/2" OTHERN15E ON PLANS) LU W STUD PLATE TIES ® 5TUP > PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLANS) a.. ° a.. ° a < d o. a ° (2) #5 HORIZ. CONT. ON CHAIRS 10" 10" 0" MIN. COVEW UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS 0r—r-5r:T FOOT I N6 BEAR I N6 DETAIL WALL Nva 8" GMU BLOCK BEYOND J 84.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4° EQUAL OVER 1/4" PURR STRIPS 3 Y2" GONG. SLAB w/ MTL. THRESHOLD WWF OR FIBERME5H SET IN SEALANT REINF. OVER b MIL. VAPOR BARRIER PORCH SLAB (SEE PLANS) d d ° ___111—I I—I I—I I—, F '—I 11=1 11=1 I M I 11=1 11=1 I I—_I I I- '—II1-1II-1II ° 111=1II—III ' I=1 I I—I 11—I I° d." 11=1 11=1 I I- GLEAN COMPAGTEP' I I-1 I I-1 I I •d .. a ° FILL ® 15% STANDARD Z DENSITY AND TERMITE III=III 111—III—I I I _ I 1 1— III=III=III=1 1- MONOLITHIC, TREATED i I=III-11 =III -111 FOUNDATION W/ - (2) #5 HORIZ. 1 1-011 CONT. ON CHAIRS MIN. 0" MIN. COVER WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS 7008 DET, I L(DMIM%� 8" CMU BLOCK J R4.1 FI -FOIL OR EQUAL OVER 1/4" (1) #5 FROM FTG. TO FURR STRIPS BOND BEAM. SPLICE W TO BE MIN. 30" 3 Y2" GONG. SLAB w/ GROUT CELL SOLID WWF OR FIBERMESH J REINF. OVER b MIL. PORCH SLAB - L- VAPOR BARRIER (5EE PLAW — 0 •d .. a ° Z e ° I -111—I I 1—III—III I I— I N "--4 �—III—III—III—I —I 11—III—III-1 11— . _ EXP JOINT111—IIIE-1 —I 11—I 1 x a• a. I I=1 I I—I 11= I �r- 1�I11111111�--+°IIIIIIIIIIIlil�1 III III III 111 III' MONOLITHIC GLEAN 1-111=1 ' ' FOUNDATION W/ COMPACTED FILL(2) #5 HORIZ. ® 15% 5TANDARP I _oil CONT. ON CHAIRS DENSITY MIN. (3" MIN. GOVEW WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS acme, NTS seal: 1/15/2018 ka1111l////// ' � s N77924 o X STATE OF0.1 �! j✓' aS�0IN Ate © copyright : MULIi�EiN & KULP Structural Engineering, Inc. (D C: � a C a) Q ZZ)E y +� �CC.) Ecn � W • J4� Wo .N y CRN � N Q M&K project number. 181-17011 project mgr S D I drawn by: MJS issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK 12-08-17 MK sheet: SD1*0 J d I -- W J z L- 0 0 �zW ::) N "--4 z O 41 x LL �r- 0 sheet: SD1*0 0 (1) #5 IN BOND BEAM r-Fk LW W_ OVERFRAMING ROOF SHEATHING NOTES: I - - - - - - - - - - - - - } (4)23/8"X0.113" R.5, TOE NAILS -'� �►- ALL LAPS IN MASONRY 25" BOND -BEAM I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, - - - I VALLEY SET 23/8"x0.113" R5. NAILS @ 6" O.G. FASTEN BUCK TO MA5ONRY-W/ (1) ROW OF 3/(6"x4" TAPGON5 6" FROM ENDS OVERFRAMIN6 TRU55 (EDGE NAIL) AND 16" O.G. MAX. TAPGON5 TO BE I Ya" MIN. FROM EDGE OF BUCK. (U #5 BAR IN PRECAST LINTEL RUNNING BAR 23/8"X0.113" R.S. NAILS @ 6" O.G. RECESSED 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. (2) #5'5 VERTICAL IN 6ROUT FILLED PRECAST CELL. IN WALLS GREATER THAN 30" FASTEN EACH MAIN ROOF 5HEATHIN6 HEADER STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS GA5E. } WIDE, ONLY (1) #5 15 REQUIRED OVERFRAMED TRU55 Fill END TO TRUSS BELOW > 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X WITH (1) 5IMP50N MT512 - BUCKED OPENIN6, USE (3) ROW5 OF 3"x0.131" NAILS STAGGERED @ 12" O.G. @ (I) #5 VERTICAL IN GROUT FILLED CELL CLIP (IF REG'1? PER PLAN) EA. 5UGGE551VE BUCK. [774. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING E_ 1 0 O'� ENTIRE COLUMN TO 1 ==T IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. I BE GROUT FILLED MAIN ROOF TRU555 -- Z#5 CORNER BAR 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) PROVIDE # OF DOWELS © SLAB TO FIN. FL. ROW5 OF 2 Y2"x0.131" NAILS © 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS W 30 MIN 6ROUTED CELL LA BUCK SPECIFIED MANUFACTURER'S 5PEG5. LAP 5PLIGE BY WINDOW/DOOR NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES MANUFACTURER TYPICAL OVERFRAMING TYP. CORNER VERT. WALL 6ARA6E DOOR GONNEGTI ON OETA1 L VW EINFORCING DETAIL flDOR 11101,1OETAIL VERT.REINFORGING �7ETA1LMe; NTS SGALt:: NT5 WN& NTS 2x8xl2" P.T. Ck OF OPENING CENTER BUCK n• FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 23/a"X0.113" R.5. NAILS c 2x FA5GIA -SEE ARCH 8" GMU BONI W/ (1) #5 GOP 8" REINF. GN -SEE PLAN F $ HORZ. REIP * PROVIDE Y2" DIA. x 6 Y2" LONG 5IMP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURIN6 CONSTRUCTION K G,4R.4GE VOOR 11UG1<DETAIL SGAL.C: NT5 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1,142" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 56 fd_1 IO511 N I AN SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE MOISTURE BAPRIER PLATE (5IMP50N T55 OR SIM) ® EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 GATS @ I6"o.c. FASTENED TO GABLE END TRUSS w/ (2)3"x0.131" TOENAILS. 12" MAX GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 5IMP50N H6AMIOKTA CLIP ® 36"O.G. EXTERIOR 5HEATHIN6 E06E NAILING - 2 Y2"x0.131" NAILS ® 6"O.G. PROVIDE M015TURE -� BARRIER PLATE BELOW WOOD MEMBERS ON GMU (51MP50N T55 OR SIM.) 8" GMU BOND BE, w/ (1) #5 BAR CONT, 8" REINF. GMU WALL -SEE PLAN FOR VERT. i HORZ. REINF. 5PEG5 BOND -BEAM = _,,__---GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-CRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. POOLE WINDOW MABONRY PIER DETAIL L SCALL: NTS FASTEN 5HEATHIN6 TO 2x4 BLOGKIN6 w/ 23/8"X0.113" R.5. NAILS ® 4"O.G. 2'-0" MIN ROOF SHT6 SHALL BE CONT. 24" MIN ONTO, ROOF 2x4 BRACE w/2x4 T -BRACE, 5PAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS ® 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM 51 SECTION SCALA 1/414-0N 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS �- PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING W 5GREW5 /NAILS ® 6" O.G. )5ETIOFIT ETAIL 3/IFN=I'-O" ROOF TRU55E5 -SEE PLAN ---- 8" GMU BOND BEAM w/ (1) #5 BARS CONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 9 6" O.G. 5IMP50N H6AMIOKTA CLIP @ 48"O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION �00 SGALr: 9/4"=1' -ON SEE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 5IMP50N HTSM16 TW15T STRAP. FASTEN STRAP TO GMU wl (4))/41' DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (51MP50N T55 OR SIM) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3Y4"x0.131" NAILS © EA. END. NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE Y4" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN BLOW OR BRUSH GLEAN. HERE 3. FOLLOW MANUF. IN5TALLATION I N5TRUGTI ON5. FUTURE 6" CMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'6I I Q IN GROUTED CELL 1 5LAB, EPDXY t DRIVE #5 DOWEL, PROVIDE I = MIN. 30" LAP 5PLIGE I I I O N I I z 4.'. . I I I=1 11=1 11=1 11=1 GRADE 11=1 I I -III -I 11=1 1- ' -I 1 I -III -111 � III -III -I � I I=III-III I! <�1 III -111- M 155E0 POWEL RETROFIT DETAIL SCALr: NTS SIM. • GMU 52W MM 17R MMM 6002 PROVIDE SOLID SHIM BETW'N TRU55 i CONNECTOR IF TRUSS LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE TRUSS IS GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR - • Y2" DIA. J -BOLT* -� CONNECTOR SPECIFICATIONS a (SEE BELOW) rn ROOF TRU55 2X4 P.T. TOP BUCK PERPENDICULAR FASTEN 6YP5UM GEILIN6 TO 2X8 P,T. BUCK EACH Q S" GMU BOND BEAM SIDE OF OPENING W/ (1) #5 CONT. FASTEN BLOCKING INTO TOP PROVIDE (5)Ya" DIA. J -BOLT* Wl 5Y2" 1:0 LU • EMBEDMENT AT EACH DOOR BRACKET, �d D� EACH 51DE OF DOOR. PROVIDE (1) Y2' x W(" z:!1-) $ HORZ. REINF. SPECS THICK WASHER IN EACH ANCHOR (I5T BOLT EXTEND INTO BOND BEAM TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 23/a"X0.113" R.5. NAILS c 2x FA5GIA -SEE ARCH 8" GMU BONI W/ (1) #5 GOP 8" REINF. GN -SEE PLAN F $ HORZ. REIP * PROVIDE Y2" DIA. x 6 Y2" LONG 5IMP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURIN6 CONSTRUCTION K G,4R.4GE VOOR 11UG1<DETAIL SGAL.C: NT5 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1,142" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 56 fd_1 IO511 N I AN SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE MOISTURE BAPRIER PLATE (5IMP50N T55 OR SIM) ® EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 GATS @ I6"o.c. FASTENED TO GABLE END TRUSS w/ (2)3"x0.131" TOENAILS. 12" MAX GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 5IMP50N H6AMIOKTA CLIP ® 36"O.G. EXTERIOR 5HEATHIN6 E06E NAILING - 2 Y2"x0.131" NAILS ® 6"O.G. PROVIDE M015TURE -� BARRIER PLATE BELOW WOOD MEMBERS ON GMU (51MP50N T55 OR SIM.) 8" GMU BOND BE, w/ (1) #5 BAR CONT, 8" REINF. GMU WALL -SEE PLAN FOR VERT. i HORZ. REINF. 5PEG5 BOND -BEAM = _,,__---GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-CRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. POOLE WINDOW MABONRY PIER DETAIL L SCALL: NTS FASTEN 5HEATHIN6 TO 2x4 BLOGKIN6 w/ 23/8"X0.113" R.5. NAILS ® 4"O.G. 2'-0" MIN ROOF SHT6 SHALL BE CONT. 24" MIN ONTO, ROOF 2x4 BRACE w/2x4 T -BRACE, 5PAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS ® 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM 51 SECTION SCALA 1/414-0N 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS �- PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING W 5GREW5 /NAILS ® 6" O.G. )5ETIOFIT ETAIL 3/IFN=I'-O" ROOF TRU55E5 -SEE PLAN ---- 8" GMU BOND BEAM w/ (1) #5 BARS CONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 9 6" O.G. 5IMP50N H6AMIOKTA CLIP @ 48"O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION �00 SGALr: 9/4"=1' -ON SEE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 5IMP50N HTSM16 TW15T STRAP. FASTEN STRAP TO GMU wl (4))/41' DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (51MP50N T55 OR SIM) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3Y4"x0.131" NAILS © EA. END. NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE Y4" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN BLOW OR BRUSH GLEAN. HERE 3. FOLLOW MANUF. IN5TALLATION I N5TRUGTI ON5. FUTURE 6" CMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'6I I Q IN GROUTED CELL 1 5LAB, EPDXY t DRIVE #5 DOWEL, PROVIDE I = MIN. 30" LAP 5PLIGE I I I O N I I z 4.'. . I I I=1 11=1 11=1 11=1 GRADE 11=1 I I -III -I 11=1 1- ' -I 1 I -III -111 � III -III -I � I I=III-III I! <�1 III -111- M 155E0 POWEL RETROFIT DETAIL SCALr: NTS SIM. • GMU 52W MM 17R MMM 6002 PROVIDE SOLID SHIM BETW'N TRU55 i CONNECTOR IF TRUSS LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE TRUSS IS GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR - SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS a rn ROOF TRU55 2x6 GEILIN6 BLOCKING ©48 O.G. PERPENDICULAR FASTEN 6YP5UM GEILIN6 TO TO WALL BLOCKING W 2 Y2"x0.131" NAIL5/ S" GMU BOND BEAM DRYWALL 5GREW5 ® 4"O.G. AND W/ (1) #5 CONT. FASTEN BLOCKING INTO TOP W� PLATE OF WALL w/ (I) Y4"x3 Y2" LON6 TAPGON 5GREW @ 6 O.G, 8" REINF. GMU WALL D� -SEE PLAN FOR VERT. $ HORZ. REINF. SPECS VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 64 SGALl9: 3/4"-1'-0N HIP G.T. r - A � T, -t n -t- SHT6. TO "X0.113" " O.G. ROOF TRU55E5 -SEE PLAN - - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRU55E5 \-FASTEN BOTTOM CHORD OF 8" GMU BOND BEAM w/ 6.T. TO TOP OF HALL W 5IMP50NH6AMIOKTA CLIP (1) #5 BARS CONT. ® 48"O,G, 8 REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 8 HORZ. REINF. 5PEG5 TION&Fd� 3/4NRI:-0N LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN SPED I E I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREA5. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal; MaP 'rc :7tl.r''5tl �i�'" .� za� ,,. 0. . v I „ (D copyright : MULHERN & KULP Structural Engineering, Inc. C � to W 0 z sheet: SD2*0 rn a a c a`) Zca Q D U L0 y j W� JCD CR D� C/a N N Q. W project number: 181-17011 project mgr. SD I drawn by: MJS issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK 12-W-17 MK C � to W 0 z sheet: SD2*0