Loading...
3899 Saltmarsh Lp 18-937 (a)■ INDEX. GENERAL NOTES.. CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 1.0 SLAB PLAN'S' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FIRST FLOOR PLAN'S' BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. FL 5.1 ELEVATIONs's' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE FL 5.1.1 ' ELEVATIONS'S' WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.2 ELEV OPTIONS CODES, REGULATIONS, AND FHA/VA MPS. FL 5.1.3 ROOF PLAN'S' 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. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION D-1 DETAILS 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. REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N i SQUARE FOOTAGE TABULATIONS 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING UNHEATED S.F. FIRST FLOOR AND VERIFYING ALL STRUCTURAL DETAILS AND MULHERN+KULP�s GARAGE CONDITIONS TO MEET ALL LOCAL CODES TO INSURE residential structural engineering°•® A A QUALITY AND SAFE STRUCTURE. ZO South Maple Street, Suite 150 •Ambler, PA 19002 ���`�, ° <®O 10, EXTERIOR FINISHES: INSTALLATION OF EXTERIOR p 215.646.800) • mulhemkulp com I " ' Ile; 0 • LATHING AND FRAMING APPLICATION 519 REQUIREMENTS TO BE PER F.B.C.R. -,16TH EDITION Muton+NObuiedeMed phnfar (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH nolredeeeduyatl�r 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 RECORD COPY INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP RrvIEwEDwr�CODFcc�MPUA"CE SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR PLANSEXAMINE R BELOW THE PLATE LINE ON EXTERIOR STUD WALLS aATE 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 ANFi�RD 11�-�?�N D�V►StON AREAS. THE WEATHER RESISTANT BARRIER SHALL APERMIT ISSUED SHALL BECONSTRUED TOBE� LICENSEUHOROPROVIOLATCEED WITH LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH AUTHORITY TO VIOLATE, EANCEL, ALTER OR SET CANCEL, TEAND RORSTAs ASIDE ANY OFTHE PROVISIONS SHALL COVER AND TERMINATE ON THE ATTACHMENT APER TECHNICAL CODI HE S, NSR SHAL1.135UANC1: OF APERMIT PREVENT ING OFFICIAL FLANGE OF THE WEEP SCREED, PER F.B.C.R. !6TH PEON N(3 pCRRECfi ON 0 dRRORS N PLANS, sr�ucrtcN �� VIOLATIONS EDITION (2017) RESIDENTIAL WATER RESISTIVE BARRIERS OF THIS COs' INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D COMPACTION TES's PAPER. STUCCO APPLICATION AND CURING PER ealts to lig l%�rdfi�r' REQUIRED FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN at Slab Inspection ACCORDANCE WITH ASTM C 926. Q)�LpIN( SANFORD 18-937 REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N i SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR .� c .'4] MULHERN+KULP�s GARAGE PORCH residential structural engineering°•® A ZO South Maple Street, Suite 150 •Ambler, PA 19002 ���`�, ° <®O R 1 p ° ° p 215.646.800) • mulhemkulp com I " ' Ile; 0 • ° • ° ° AL 519 Muton+NObuiedeMed phnfar nolredeeeduyatl�r reMmed REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N i SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION'S' 739 1087 1826 400 39 80 519 LOT 170 CZ . .�...' w rw•urJ o ISSUE 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 7 - I LAST SAVED BY: co W Uj �R W TM T y N Z 11111114 a� o a0 I I i SHEET NO: CS=1 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, WATER 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 LO 28'-0" 15'-4" ®ro 0o J �R o®I ,• N i • s MULHERN+KULP residential structural engineering 33 A 4u 20 South Maple Street, Suite 150 • Ambler, PA 18002 ®�0. < 9 p. ®•"`� p215.646.8001 • mulhemkulp.com ®��Css/® R•1 •��� `�� +ru¢hn tido mymdha nx ra�ewcd my a1a Hamlion rdped b alw dzfpims, 10'-0" 2'-8" 8'-4" 11 SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0 AT 11 " X 17" LAYOUT 19'-8" j 2 0 Ori rw I W ISSUE [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: co pC N z y TM 0 Z Q a >M ImJ a O U, W� a O C5 cc W a PATIO SLAB BO REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES N ARE DIMENSIONED TO CENTER LINE. '- 17'-4 1/2" 10'-7 1 2" --�� VERIFY UNDERSLAB o CONDUITAT.............................................................................................................. N KITCHEN ISLAND- CV En -___ O� i............................. �:.:........_.... — — co I ........_._....._ ................... ............................ ....... I 0 01 a ...........rte.::::::. � I ......... ......�. 0.1 Cl i r � c0 0 ----- ZD WH N - - - - 8'-2 1/2" 16'-8" .......................... 3'-1 1/2") . . .... .... . .... .... .... ..... C? GARAGE SLAB ..-F2 IL REINFORCE PER LOCAL `cw CODE AND ENGINEER'S CP T o N SPECIFICATIONS T 2'-5" L 5-91 /2" W a 0 PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS Irm Fi 7-11 16'-4" 2'-2" aW. 1'-3 1/2" ri• r j 8'-4" 11 SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0 AT 11 " X 17" LAYOUT 19'-8" j 2 0 Ori rw I W ISSUE [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: co pC N Ujco y TM 0 Z Q a >M ImJ a O U, SHEET NO: FL 1m0 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 itCI) 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/MOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 13/8" SOLID CORE DOOR W/ SELF CLOSING HINGE APPROVED 20 MINUTE RATED DOOR. 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 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 14' 0" itCI) M. SEE OPT. COVERED PATIO z J r aa at Z� L - 6'-0" F, ' LL0CL 1 > VERIFY FL 4.1 VANITY M. BA. 13A LOCATIONPATIO i[) co IN FIELD bo 2468 A/C 4'-0" , 31_0. 8,. 3'-0" 6'-811 1. 6'-0" 1.8. 3050 SH 8'-1" CLG. 6068 S.G.D. r FAMILY DININGT 2468 11 9'-4" CLG 9'4" CLG. M. BED 14'-71/2" 6'-611 V-10 1/2" ' I ¢ SLIDING I 'n N ,_ „ 8'-1" CLG o ao I BYPASS in I N r NM DOOR I iv N �DW� r � N =EEj RE14 ih 11 - -- SLOPING 17R CQKITCHEN N I WIC I N FM '-T _ - - - 2468 2468 1= O 0 QN O 868 0 8'-1" CLG. 00 COAT O It N— — — — — — — — — — — — — J V1/HI o (cV 4'-4" 16'-8" 3'-11/2 N 4 2868 HANDICAP ACCESS TPDR. N ffi 2468 2868 c' GARAGE 9'-4" CLG N p N CV '- iv 1'-1" V-3 1/2" T-7 1/2" OP —U— FOYER q 9'-4" CLG 2866 '211X% 11 Ho ----- - LA. Ek ®I - C 16070 SECTIONAL BED2 C r 77-8-71 3'-0" 2'-61 16'-0" 214" II -----.. 8'-1" CLG I 1'-51/2" I ' 8'-1" CLG. L PORCH C,, ' SOFFIT SEE EXT ELEV. C NI ¢ 0 000�oo COLUMN10" BOX SEE EXT. ELEV. CO --- -- i N --- -- to ¢ O 2668vLO s d .- HVAC --- -' T --- - LINEN 246 `c�� 2468 BA. 2- --- -- � i_On 8'-1" CLG I (/\, W I N - --- - M 14 I V ,- T VANITY . �� 32 X60 "; I 8'-1" CLG `? - - - - +42" Q 17R N 3'-6 1/2" 2'-6" V-3 1/2" '-10 1/2" 9'-7 1/2" n1_4 1/2" 1/2" 2668 N OP¢ N LOFT BED 3 N cv 8'-1" CLG. 8'-1" CLG 4,-2" 204 SH O Q SH 3050 SH 9'-1011 I 14'-0" OP 28'-0.. Ln 28'-0" 15'-4 10'-01, 2'-8" �--—— — — — — — — N 2",,[l o,- 6'-4"10" 211 8'-4" 19'-8" 28'-0" FIRST FLOOR PLAN 'S' 1 11,V= V-0" AT 22"X$V LAYOUT1 /8"= V-0" AT 11 " X17" LAYOUT ISSUE El 0.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes _—J LAST REVISION LAST SAVED BY: 7 (0 itCI) M. SEE OPT. COVERED PATIO z J r aa at Z� ON SHEET 1 /FL 1.1.1 O LL0CL 1 > VERIFY FL 4.1 LOCATIONPATIO co IN FIELD bo A/C 4'-0" , 31_0. 8,. 3'-0" 6'-811 1. 6'-0" 1.8. 3050 SH 3050 SH 6068 S.G.D. r FAMILY DININGT 9'-4" CLG 9'4" CLG. 14'-71/2" 6'-611 V-10 1/2" ¢ N ao +35" 11 N I N NM C_/ — — — -------� N �DW� r � N =EEj RE14 ih 11 - -- SLOPING 17R CQKITCHEN N I 9'-41, CL 1G i'-91 /2" FM '-T _ - - - 2468 2468 1= O 0 QN O 868 0 00 COAT O It 2 ppd V1/HI o (cV 4'-4" 16'-8" 3'-11/2 2868 HANDICAP ACCESS TPDR. 2868 c' GARAGE 9'-4" CLG N p N CV '- OP —U— FOYER q 9'-4" CLG 0 Ho 16070 SECTIONAL 77-8-71 3'-0" 2'-61 16'-0" 214" II M I 1'-51/2" -I ' L PORCH SOFFIT SEE EXT ELEV. ¢ 0 000�oo COLUMN10" BOX SEE EXT. ELEV. �--—— — — — — — — N 2",,[l o,- 6'-4"10" 211 8'-4" 19'-8" 28'-0" FIRST FLOOR PLAN 'S' 1 11,V= V-0" AT 22"X$V LAYOUT1 /8"= V-0" AT 11 " X17" LAYOUT ISSUE El 0.02.17 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 _—J LAST REVISION LAST SAVED BY: 7 (0 itCI) M. NW co z J r aa at Z� O LL0CL > LL 0 SHEET NO: FL 1.1 Ii . ......... ....... ......... ........ I I i i.I . 1 =I _ .... . . ................_ .............................. ............................... ....... ��i........:.. : ................. I BUILDING SECTION 1 'S' 1 12 MULHERN+KULP 5 3/16" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11 " X 17" LAYOUT r A OF• 20 South Maple Street, Suite 150 • Ambler, PA 19002 • I/ p215.646.8001 mulhemkulpcom� �m R 12 Kdon 4phn rd Ad rdm*Wavadw oUixdodp6as 6 — _ — 2ND FLOOR PL. HT. 2ND FL. WDW. HT. W '�; M. BED LOFT °° 8'-1" CLG. ,�" 8'-1" CLG, N, \ FLOOR FIN. FLR. C14 — —2ND 1 ST FLOOR PL. HT. — — — — — - ti — — — — 1 ST FL. WDW. HT. M � � FAMILY KI EN D' FOYER 9'-4" CLG. '-4" CLG. a 9'-4" G G. 9'-4" CLG. / / 1 ST FLOOR FIN FLR Ii . ......... ....... ......... ........ I I i i.I . 1 =I _ .... . . ................_ .............................. ............................... ....... ��i........:.. : ................. I BUILDING SECTION 1 'S' 1 MULHERN+KULP °�*a 3/16" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11 " X 17" LAYOUT r ISSUE [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 4A ®�R�� • m «:'q/<®�®®a MULHERN+KULP °�*a residential structural engineering r A OF• 20 South Maple Street, Suite 150 • Ambler, PA 19002 • ; •• �s °•. < O p215.646.8001 mulhemkulpcom� �m R Kdon 4phn rd Ad rdm*Wavadw oUixdodp6as ISSUE [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 4A L� �I 2ND FLOOR PL. HT. _ 2ND FL. WDW. HT. 10 .............. ................................ ................................ A.111 11111 E16 — E15 E16 .. I ............. I ............................. ...... . .............. . . ....................... Wco T E 16 4.. ............... . . . ... ........... ................._ ........1 ................. ..................... ........... ...... .......:........ ............ cc 16 X60 E17 v E9 CV ..................................:..........................:................................. ............... ....... E13 rn N — — _ — — — — —2ND FLOOR FIN, FLR. ................................. .................................................................................................................,.,,.........................:..........................................................................._ 1ST FLOOR PL. HT. 1ST FL. WDW. HT. ,� .. � •. E16 ❑� E19 7E:1 ������� - n 8". E19 4 SMOOT z SMOOTH E194�� ¢ "El a m COACH LIGHT SMOOT W 1 :71 � l a, O PER BUILDER 10"BOX ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE COLUMN ❑ SMOOTH THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN E22 -F] 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE — — —1 ST FLOOR FIN. FLR. WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE LL�� 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: FRONT E1 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS - 2ND FLOOR 7'-1 U.N.O. ELEVATIONS 1/4" = 1'-0'" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 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. ISSUE [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. 0 2016 Starlight Homes LAST REVISION LAST SAVED ABY: SHEET NO: FL 5.1 ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 ISTUCCO SMOOTH SAND FINISH U.N.O. ISSUE [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. 0 2016 Starlight Homes LAST REVISION LAST SAVED ABY: SHEET NO: FL 5.1 x ELEVATION KEYNOTE LEGEND E16 E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ iX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 11X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. x 1 E16 4.. 00 T 1 11 ......................................................I....................................... ....... ... oC E16 FASCIA 1 J " cv �. 611 ..'..................:.................................... ................................................. .. E16 1 FRIEZE ....._............................... ..................................._ N FIN. FLR. — 2ND FLOOR— _... _.......... . _ Nk .. . .. 1ST FLOOR PL. H . , .. E16 1011T. - " 4 •`—1-'-�. —..—..1ST FL. WDW. HT. \\_1 • .. 0 E16 a or E22 10 BOXIm COLUMN „ _ ,. _, -. - _ .w, •y _ _. _ _ - - ," � ,'_--' -. _ - �` TFL 1 R S 00 FIN. FLR. RIGHT ELEVATION'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE [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 Sol A 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 9.33 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' 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. 'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO' AT HIGH & LOW AREA 1 1139 SF 273.28 int 546.56 int AREA 2 39 SF 9.33 int 18.67 int AREA 3 180 SF 119.20 int 138.40 in LU JP��Qi 5:12 5:12 TYP. EAVE w oaY Lo TIGHT L------ -- RAKE w o> 1 1 ROOF P LAN S 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 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: to W NW N � ('3 a Z Q a U. a >= °o JO a a> SHEET NO: FL 5.1.3 H V LU VERIFY z PATIO LOCATION IN FIELD V V) p WP/GFI AT A/C COND. A/C V Q WP/GFI x U_ 30" HIGH VANITY 0 O BASE CABINET M ( I CABINET M I I CV I. I I. ........ . ........ i BOXES UTILITY PLAN SECOND FLOOR'S..' SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE 3 1 /4° = 1'-0° AT 22'x34° LAYOUT 1 /s 1'-0'" AT 11 ° x 17" LAYOUT OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 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. FAN/LIGHTS E LABLED "SUITABLE FOR WET OR DAMP LOCATIONS S IN WET/DAMP LOCATIONS SHALL B." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - .ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - .ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES A/C UNITS ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.: PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. DUPLEX z CHIMES 4 O / � U CEILING FAN (PROVIDE ADEQUATE SUPPORT) �I PUSHBUTTON SW/ITCH WP/GFI EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE HARD SMOKE DETECTOR HARDWIRED AND INTER- B° UCTEDwiBATrERv BACK-UP BACK � /� // � </ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) � aP, GROUND -FAULT DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF Coe DETECTOR 0 HARDWIRED AND INTER- CONNECTED Wi BATTERY BACK-LIP HALF -SWITCHED DUPLEX OUTLET O W 220V 220 VOLT OUTLET rro EXTERIOR (, EXHAUST FAN (VENT T THERMOSTAT --{ HB HOSE BIBB Q REINFORCED JUNCTION BOX .-�- ExHAusT FANiuGHrcoMBINATION (VENT TO EXTERIOR) P" TELEPHONE WALL SWITCH Tv TELEVISION J 1/4" WATER STUB OUT ELECTRIC METER $ 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE ® ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCHy DISCONNECT SWITCH TECH HUB SYSTEM Z �7, a, s -o � Cr LLJ a F- C' S Cr X iT Q LL Y N � -CO o o o 0 vm H m cc v Z O 4 U Z 3 w 2 `� z� LU o CL w W W i p O W _j 0 F- o°a a Q. �.J W Fo V' Y w STANDARD ELECTRICAL BOX HEIGHTS °c WALL CABINET _o LL a O W O N W M W F W LL �� x U_ 30" HIGH VANITY 0 O BASE CABINET M ( I CABINET M I I CV I. I I. ........ . ........ i BOXES UTILITY PLAN SECOND FLOOR'S..' SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE 3 1 /4° = 1'-0° AT 22'x34° LAYOUT 1 /s 1'-0'" AT 11 ° x 17" LAYOUT OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 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. FAN/LIGHTS E LABLED "SUITABLE FOR WET OR DAMP LOCATIONS S IN WET/DAMP LOCATIONS SHALL B." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - .ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - .ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES A/C UNITS ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.: PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. DUPLEX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES 4 O / � U CEILING FAN (PROVIDE ADEQUATE SUPPORT) �I PUSHBUTTON SW/ITCH WP/GFI EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE HARD SMOKE DETECTOR HARDWIRED AND INTER- B° UCTEDwiBATrERv BACK-UP BACK � /� // � </ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) � aP, GROUND -FAULT DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF Coe DETECTOR 0 HARDWIRED AND INTER- CONNECTED Wi BATTERY BACK-LIP HALF -SWITCHED DUPLEX OUTLET I —® GAS SUPPLY wlrH VALVE 220V 220 VOLT OUTLET rro EXTERIOR (, EXHAUST FAN (VENT T THERMOSTAT --{ HB HOSE BIBB Q REINFORCED JUNCTION BOX .-�- ExHAusT FANiuGHrcoMBINATION (VENT TO EXTERIOR) P" TELEPHONE WALL SWITCH Tv TELEVISION � W 1/4" WATER STUB OUT ELECTRIC METER $ 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE ® ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCHy DISCONNECT SWITCH TECH HUB SYSTEM 4 FAMILY 9'-4" CLG. / DINING [TV] / 9'-4" CLG. 1 1 � ILL / 1......................................................................................................... �I G F iAf- � � GFI TO, I __. . ...................... W 17R; KITCHEN i --- -- :...:.::...:.:..........:........� ® ' - — 9'-4" CLG. C) 0CE � I 31 PH SERVICE PANED ELECTRIC METER = mm = 7'-0" WP/GFI WP/GFI 3 WH ) SERVICE / TELEPHONE/ PANEL �\ w.�....mm. TELEVISION SERVICE BOX WP/GFI , ...... ..... .....L... ..... ...... ,PDR. �'-4" CLG. l � _= KEYLESS KEYLESS M GDO (DEDICATED CIRCUIT) FOYER GARAGE 1 9'-4" CLG.74,171 WP/GFI 1 _PQ.RC_ UTILITY PLAN FIRST FLOOR'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE [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 ABY: N1= `j) � Uj i r a J Z a Q >M E- O J a> �I SHEET NO: FL 6.1 HORIZ. BOARD SIDING DETAIL W/ i STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK ISSUE El 0.02.17 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:� i NM x TM (5J Z Q H Q � O JO a> 0 SHEET NO: D-1 ■ CONNECTION 5PEGIFICATION5 (TYP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3'W.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J0I5T/BLK'6. (1) NAIL 0 4" O.C. (1) NAIL @ 4" O.C. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 6" o.c. TOENAILS o 6" 0.0 BLK'G. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS DOUBLE 5TUD NAILS o 24" o.c. NAILS o 16" 0.6. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS o 16" ox.. DOUBLE TOP PLATE LAP SPLICE (4) NAILS IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5ECTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 304.120", SAME 5PACIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HONN) Window $ Door -Allowable Wind Pre5sure5 140 MPH Wind Zone Ex o5uro G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 PSF=/-28.4 P5F +25.1 P5F/-28.4 P5F 16' Garage Door +24.1 P5F/-26.6 P5F +24.1 PSF=/-26.8 PSF 10 50FT. +28.5 P5F/-31.2 P5F +28.8 P5F/-38.5 P5F 20 SOFT.' +21.5 P5F/-21.1 P5F +21.5 PW -351 P5F 50 SOFT. +25.6 P5F=/-28.3 PSF +25.8 PSF/-32.5 PSF 100 SOFT. +24.5 P5F/-2b.9 PSF +24.5 PSF/-21.9 PSF 500 SOFT. +21.5 PSF/-23A P5F +21.5 P5F/-23.9 P5F (DEnd Zone is defined es the smeller of 10% of least horiz. dim. or 40% of mean roof height, bvt not less than 4901; of least horiz. dim. or 3 ft. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF= TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7116" MIN. OSB/PLYWOOD 5HEATHIN6 24/6, EXP05URE 1. FASTEN 5HEATHIN6 TO ROOF= MEMBERS W/ 23/8"x0.113" RING SHANK (R5RS-01) NAILS (OR BETTER) o b" o.c. o PANEL EDGE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RI06E5, VALLEYS, 4 HIPS, PROVIDE BLOGKING ALONG PANEL EDOE5 4 FASTEN W 2Y2"0.131" NAILS o 4" O.G. AN END ZONE 15 DEF=INED A5 10% OF THE BUILDING'S LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW w/ U5P MTW12 AND (2) 300.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ROOF TRUSS SHOP DW65, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W/ 2x4 LEDGER FASTENED To FRAMING W/(2) 3"0.131" NAILS o Ib" O.G. W WN � N Q UPL I PT CONNECTORS ®®�G. TRU55 GONNEGTOR ��.• w�®�� .� LENGTH • DESIGN IS BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. ®mow,® ® < 15' 51MP50N H2.5A ;®•24 .® 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR WOOD 5TUD WALUWOOD BEAM 5PECIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. i BETTER (KILN -DRIED). > 15' 51MP50N HIOA A B , OR IV ALL 51MP50N HT520 ��®®`9�O'NAL 181-17013 g°���� ALL 51MP50N HETAI6 Q copyright ; MULHERN & KULP project mgr SDI drawn by. G D V Structural Engineering, Inc. ALL (2) 51MP50N NETA16 BEAM BEARING ON CMU WALL. issuedate;' 06-29-17 ALL BEARING POINT5 OF EACH ROOF TRU% SHALL BE GONNEGTED W1TH GONNEGTOR c Jz Cj o RI5K GATEC70RY II N C" GENERAL FRAMING c a i date: initial: 5TA66ERED. APPLY NAILING FROM BOTH FACES' 0 3 -PLY OR BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 cv . E L z 0 Lo a MEMBERS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL > W m • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER 123 m CZ GONNEGTION5 (TYP. U.N.O. ON PLANS). C WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRUSSLOK CR • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7/16" 05B` rn Q UPL I PT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb AB) LENGTH • DESIGN IS BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. SIMPSON M5TGb6 STRAP TIE (24" END LENGTH) (M5TGbbI33 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR WOOD 5TUD WALUWOOD BEAM 5PECIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. i BETTER (KILN -DRIED). > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALUWOOD BEAM 181-17013 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL project mgr SDI drawn by. G D V ROOF GIRDER TRU55 OR FLU5H ALL (2) 51MP50N NETA16 BEAM BEARING ON CMU WALL. issuedate;' 06-29-17 ALL BEARING POINT5 OF EACH ROOF TRU% SHALL BE GONNEGTED W1TH GONNEGTOR A5 L15TED ABOVE. HOLO-DOINN 5GHEDULE 5r.Nr.R,Qi,L STRUGTU"L NOTES SPECIF=ICATION HO -1 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb AB) • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP • DESIGN IS BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. SIMPSON M5TGb6 STRAP TIE (24" END LENGTH) (M5TGbbI33 ALTERNATE) """"� 'STUD' GRADE LUMBER @ Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • WOOD FRAME ENGINEERING 15 BASED ON 1405, "NATIONAL DE516N 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 5PECIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. i BETTER (KILN -DRIED). • DESIGN LOADS: ROOF LIVE = 20 P5F STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX). proje Wct number. • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3 -ROWS OF 3"4.131" DEAD = 7 P5F T.G., 10 P5F B.G. 181-17013 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 50REW5) 0 16- 0/0. USE MINIMUM 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. LOAD DURATION FACTOR = 1.25 WITH 2x 'STUD' GRADE MEMBERS SPAGED ® 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. project mgr SDI drawn by. G D V FLOOR LIVE = 40 P5F (INCLUDING STAIRS) _ 30 P5F e SLEEPING AREAS = 50 P5F' ® GARAGE • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND 5PEED $ EXP05URE A5 L15TED issuedate;' 06-29-17 REVISIONS: RI5K GATEC70RY II • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G. GENERAL FRAMING date: initial: 5TA66ERED. APPLY NAILING FROM BOTH FACES' 0 3 -PLY OR BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 HOLO-DOINN 5GHEDULE SYMBOL SPECIF=ICATION HO -1 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb AB) • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP HD -2 SIMPSON M5TGb6 STRAP TIE (24" END LENGTH) (M5TGbbI33 ALTERNATE) """"� • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 09-25-11 MK - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE ivi 5YP#2 ® Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 11-09-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 12-11-17 MK """"� 'STUD' GRADE LUMBER @ Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). J 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 • ALL INTERIOR 5HEARWRLL5 SHALL BE CONSTRUCTED WITH 2x i BETTER (KILN -DRIED). STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3 -ROWS OF 3"4.131" w • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 50REW5) 0 16- 0/0. USE MINIMUM 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES' o WITH 2x 'STUD' GRADE MEMBERS SPAGED ® 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. a - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE ivi ENGINEERED LUMBER TO MEET OR f=XGEED THE POI LOWIN(,: O HEADER SUBSTITUTION SCHEDULE LABEL PE50RIPTION LABEL DE5GRIPTION (2)2x6 5PF OR 5YP #2 VV H4X6 3.5"x5.5" AFP I.6E SHORT (?2x6 1/2" PLYWD FLITGH PLATE SPAN HEADER (2)2x8 5PF OR 5YP #2 W/ H4xb 3.5"x5.5" AFP I.6E SHORT (2)2x6 1/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 WH4x10 / 3.5"x9.5" AFP I.6E SHORT I/2" PLYWD FLITGH PLATE SPAN HEADER 2 2x12 5PF OR 5YP #2 YV 35'x9.5" AFP I.6E SHORT (2)2x12 1/2" PLYWD FLITGH PLATE H4xi0 SPAN HEADER 1. WHERE 5PF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLANS, ANTHONY FORE5T PRODUGT5 (AFP) I.6E 5HORT5PAN HEADER5 MAY BE 505TITUTED PER THE HEADER 5UB5TITUTION 5GHEOULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIED: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADERS MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. NUMBER OF JACK 5TU05 REQUIRED, U.N.O..r LU • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10~6 psi """"� z J 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 i BETTER (KILN -DRIED). WITH 3 ROWS OF 3NO.131" NAILS o 8" 0/6 OR 2 ROW5Y4"x3Y2" • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3 -ROWS OF 3"4.131" w 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 50REW5) 0 16- 0/0. USE MINIMUM 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES' o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 a 2x8 MEMBERS. APPLY PA5TENIN6 AT BOTH FACES FOR 3 -PLY GONDITION. LOCATE • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G. TOP 4 BOTTOM NAILS/5GREW5 2" FROM EDGE, 50LID 3Y2" OR 5Y4" 5TA66ERED. APPLY NAILING FROM BOTH FACES' 0 3 -PLY OR BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 0 MORE CONDITIONS. MEMBERS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL > • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER GONNEGTION5 (TYP. U.N.O. ON PLANS). WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRUSSLOK • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7/16" 05B` rn Q 5GREW5) o Ib" 0/C. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS FA5TENED W/ 2Y2"x0.131" NAIL5 @ 6" O.G. @ EDGE5 4 12" O.G. o OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE AND BOTTOM 5GREW5 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL ONLY FOR TRU55LOK 50REW5). LOCATE TOP UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. COa i T i 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • PROVIDE 50LID BLOGKING IN FLOOR 5Y5TEM UNDER ALL POSTS FOUNDATION/BEARING. LW F-4 • AI I F>(TFRInR 4x4 WnnD Pn5T5 SHAI I HAVE SIMPSON CONTINUOUS To O ENGINEERED LUMBER TO MEET OR f=XGEED THE POI LOWIN(,: O HEADER SUBSTITUTION SCHEDULE LABEL PE50RIPTION LABEL DE5GRIPTION (2)2x6 5PF OR 5YP #2 VV H4X6 3.5"x5.5" AFP I.6E SHORT (?2x6 1/2" PLYWD FLITGH PLATE SPAN HEADER (2)2x8 5PF OR 5YP #2 W/ H4xb 3.5"x5.5" AFP I.6E SHORT (2)2x6 1/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 WH4x10 / 3.5"x9.5" AFP I.6E SHORT I/2" PLYWD FLITGH PLATE SPAN HEADER 2 2x12 5PF OR 5YP #2 YV 35'x9.5" AFP I.6E SHORT (2)2x12 1/2" PLYWD FLITGH PLATE H4xi0 SPAN HEADER 1. WHERE 5PF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLANS, ANTHONY FORE5T PRODUGT5 (AFP) I.6E 5HORT5PAN HEADER5 MAY BE 505TITUTED PER THE HEADER 5UB5TITUTION 5GHEOULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIED: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADERS MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. • L5L - Fb`2325 psi; F=v=310 psi; E=1.55x1o"b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10~6 psi z J • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER i WITH 3 ROWS OF 3NO.131" NAILS o 8" 0/6 OR 2 ROW5Y4"x3Y2" '-I w 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 50REW5) 0 16- 0/0. USE MINIMUM 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. A OF a APPLY PA5TENIN6 AT BOTH FACES FOR 3 -PLY GONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREW5 2" FROM EDGE, 50LID 3Y2" OR 5Y4" �..,Uj BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 0 MEMBERS. t } v > • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRUSSLOK rn Q 5GREW5) o Ib" 0/C. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE AND BOTTOM 5GREW5 ONLY FOR TRU55LOK 50REW5). LOCATE TOP COa 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. t n • AI I F>(TFRInR 4x4 WnnD Pn5T5 SHAI I HAVE SIMPSON O 10'-0" 2'-8" 7 501.0 H PORCH SLAB: 3 1/2" GONG. SLAB ON GRADE (2500 PSI MIN) W bxb-HI.4xNI.4 I cv MESH OR FIBER MESH ON 15% Z GOMPAGTED FILL OR VIRGIN 501E SDI.O I SDI.O b oil4 -b v 5.61). REGE55 PER MANUF. IN5TRUGTIONS I CONCRETE SLAB: 3 1/2" GONG, SLAB ON GRADE (2500 P51 MIN) W bxb-Hl.4xNl.4 MESH OR FIBER MESH OVER b b- MIL. POLY ON Q5% COMPACTED N FILL OR VIRGIN SOIL SEE BLOGK PLAN FOR VERTICAL BAR LOCATIONS 24"x24"x12" GONG. FT6, 4 UNDER P05T ABY. 5D1.0 r--1 �—----------------I � I I I ------- ---------� -j/10 0 T1 4'-2" 4'-2" I III -b" 6ARAGE 5LAB: i o 3 1/2" GONG. SLAB ON 6RADE nN � (2500 P51 MIN) w/ bxb-Hl.4xHl.4 I MESH OR FIBER MESH OVER b MIL. POLY ON 15% GOMPAGTED FILL OR VIRGIN 501E Ia IN I I 5 I I e I b Ty— SDI.O N I D2. !SDI.O 16"xlb"xb" THIGKENED SLAB V'-411 it 161-011 11 `T 4n 4F1 01 281-011 TERMITE PROTECTION - 5ENTRIGON (A5 GHO5EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE NITH THE FBG R3Ib AND ALL RELATED 5UBGATEGORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOOR5 5HALL NOT BE OF GELLUL05E CONTAINING MATERIAL%. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0,010 INCH AND BE SEALED WITHIN THE 5LAB U51N6 A NON-GORR051VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 5HALL BE APPLIED IN51DE THE SLEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOHN5POUT5 5HALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN b INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF seal. 1/15/2015 111119® G. .�C E IV r� 4 m� .. Y• E 0 ®� 0 R I © copyright: MULHERN & KULP Structural Engineering, Inc. �.�.. °' C J c a a m z:3 In r - W CD N N 16- N Q IV MW project number: 181-17013 project mgr: S D I drawn by: C DV issuedate: 06-29-17 REVISIONS: date initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD W IJ.. 00 W. V-14 O REFER TO 5-0.0 FOR Tl'PIGAL RIGHT HAND STRUGTURAL NOTES 4 5GHEDULE5 S100 4 H Z a"Uj J 0 UJ i o nN � IJ.. 00 W. V-14 O REFER TO 5-0.0 FOR Tl'PIGAL RIGHT HAND STRUGTURAL NOTES 4 5GHEDULE5 S100 STAVT :;1 -All -t,_^„ IIS -n11 i 1 -11 -nil )a1_Q11 14,1_1111 8041 a w I/ book I X i 1 1 22x34 50ALE: 1/4"=I' -O" ELEVATION 5 11x11 50ALE: 1/5"=11-0" I co e m 0 MASONRY LINTEL A55EMBL I E5 5EE 50HEPULE AND 5PE6IFIGATION5 FOR A1DVL INFO - _GROUT >'.:-: bRpIJT PRECAST LINTEL BOTTOM REINF. PRECAST W/ tod EMBEDDED REIN, LINTEL W/ I I EMBEDDED REINF. MB -1 MB -2 ----- m � m 8F8-IB/0T ..:..:..._ TOP REINF. TOP REIN. M15-3 8FIb-IBAT VERTICAL (1) #5 MB -4 SHEAR TIES - GROUT _ _.. GRT AND LOTT'S CONCRETE. BOTTOM REIN. ® ' BOTTOM REINF. 2. SHORE FILLED LINTELS A5 REQURIED. PRECAST LIM W/ EMBEDDED REINF. PRECAST LINTEL W/ i I I EMBEDDED REIN. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, f y=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. � mm THIS ASSEMBLY REG, MB -3/ MB -3,4 SHEAR PEINFORCE454T MB -4/ MB -4A Tw MB4& LINTELS, LINTEL5 OB16NATED WITH AN MB -31(4& SHALL BE CONSTRUCTED THE SAME A5 M-6/4 EXCEPT THE V67M SHALL BE MODIFIED FROM I'-4" TO I'-2' BY FIELD CUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER 5PEUFICATIONS SHALL REMAIN THE SAME. BOND BEAM REIN 51 -AU RUN CONT THRU TOP LINTEL. W)RSE. MASONRY LINTEL PETALS REINFORCEMENT MARK DE510NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-OB/0T ----- ----- MB-2 8F8-IB/0T ----- (1) #5 M15-3 8FIb-IBAT (1) #5 (1) #5 MB -4 8FIb-2B/IT (1) #5 #3 VERTICAL TIES ® 4"o.c. w/ (2) #5 180 PEC7REE HOOK TO APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 W/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, f y=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (AS CHOSEN BY BUILDER) I. TERMITE PROTEGTION SHALL BE IN AGGORDANGE WITH THE EBG R318 AND ALL RELATED 5UBGATP6ORIE5. 2. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51NG A NON-GORRO51VE CLAMPING DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. GONDEN5ATE LINE, IRRI&ATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 1?15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. GUTTERS WITH DOWN5PUT5 ARE REQUIRED ON ALL 13UILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF t (Xm- z t U1W � Z O (L LIJ 0 :E > 0 U Q 0 z m 00 V- O RESER TO 5-0.0 FOR TYPICAL ��' RIGHT HAND STRUCTURAL NOTES 4 SCHEDULES S200 G. 24 E s� "X .0191V 81 t18 9 t��®��e• 188119 Q copyright : MULHERN & KULP Structural Engineering, Inc. c aC CD CL N 0 7 Ian LL y Je •k WL W +) ,C N Ivtoy c N � N Q W project number: 181-17013 project mgr: SDI drawn by: G DV issuedate: 06-29-17 REVISIONS: date: initial 09-25-17 MK 11-09-17 MK 12-11-17 MK CD W 0 t (Xm- z t U1W � Z O (L LIJ 0 :E > 0 U Q 0 z m 00 V- O RESER TO 5-0.0 FOR TYPICAL ��' RIGHT HAND STRUCTURAL NOTES 4 SCHEDULES S200 seal; www ��•"�,� �'°� 6V �' ° ��,,��s,�✓ ww ° 0 77 .4 -13 �?o ° Fi 1 ® Q copyright: MULHERN & KULP Structural Engineering, Inc. C °) c C m L0 Co ++ W 3:Cn as J� L� c D :2 N y N 4) N 4 M&K project number. 181-17013 project m9r, SDI drawn 4: C DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK UJ WMJ x C W, vl V X LL � w 0 UL >- w 0 2 � � o 0 Q 0 Z iL Co V 0 sheet: RIGHT HAND S3*0 seal. 1/15/2018 °�°°�aaaaaa�po� •m ° °o0 R ®„ % Q copyright: MULHA�Ia&a�ULP Structural Engineering, Inc. Jz CMa + i�-oil - a W` tAl 23� �) D2to N 0 L N Q M&K project number: J 181-17018 project mgr S D I drawn by: C DV isssuedate: 06-29-17 REVISIONS: date: initial 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz w Mmij n t1 U. U., rwr�� O V � W LL 0 LL > 0 Q 0 z 000 � � 0 sheet: RIGHT HAND S4*0 O N — ri O seal. 1/15/2018 °�°°�aaaaaa�po� •m ° °o0 R ®„ % Q copyright: MULHA�Ia&a�ULP Structural Engineering, Inc. Jz CMa + i�-oil - a W` tAl 23� �) D2to N 0 L N Q M&K project number: J 181-17018 project mgr S D I drawn by: C DV isssuedate: 06-29-17 REVISIONS: date: initial 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz w Mmij n t1 U. U., rwr�� O V � W LL 0 LL > 0 Q 0 z 000 � � 0 sheet: RIGHT HAND S4*0 6" GMU BLOCK 8" GMU 13LOOK R4.1 EI -FOIL OR (I) #5 FROM FTG. TO , EQUAL OVER V4" BOND BEAM. SPLICE (u #5 FROM FT6. TO FUDR 5TRIP5 TO BE MIN. 30" BOND BEAM. 5PLIGE GROUT CELL 50LIp •.r: z TO BE MIN. 30" 3 Y2" CONC. 'SLAB W GROUT CELL SOLID WWF OR FIBERME5HrA W z N REINF. OVER 6 MIL � s VAPOR BARRIER } d (z _ MATCH GNU LED61= PER 1/591.0 4 —I � I—I � I -"I � �, _— _ _ GRADE _ = GRADE _ _ , 1(—III—I I I—I -1 I I=1 11=III =1 I I I I—I i 1—I I I-11 I I I ' =1 I I—III—III—III 1=1 11=1 I I—i i I 1 I' FI II o � I � I=1 � I=1 � I d_ ".°• .' ITI—I � I—I � I ,� � z '; I � 1=1 11=1 I I .a d. `. 111=1 1=1 � I I;=1 I: I hI 11--1 I IF I l_ IT_I_I I 111-111 ; ' _III III=1 I I=1 I I—I III' 71 CLEAN I I I I-1 11=11 I MONOLITHIC GLEN ' MONOLITHIC COMPACTED FILL A q5% STANDARD I' -O° (FOUNDATION5 HORIZ. 0 q5% 5T NDARD 11-011 FOUNDATION W/ DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. (O #5 HORIZ. (3" MIN. COVER) INHERE ON CHAIRS WHERE 20 STORY WHERE 2ND STORY (3" MIN. COVER) OCCURS FT6. SHALL BE OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 1'-4" WIDE w/ (2) #5 BARS 1=00TING SECTION IN/ BLOCK DETAIL 6ARAGIE CURB DETAIL WAX: NTS WAas NTS FILLED CELLS................... :.::.::.... (SEE FLAW 411 GARAGE TOP VIEW NON -LOAD BRC. WALL @ CORNER GARAGE INTERIOR GARA6E WALL � ( I 3Y2° GONG. 5LAB >' m u 4 _ _ — _ _ _ = r1 I 1=1 I 1=111= I : •.. _o ': ' d. , a .. ' • �_ - I I I_I I I •�. � �. — — — _= 1 I_I i I-1 I i III=1 I I III=1 11-1 I I-1 I _ I I—I I I—ITI=1 ' 1 i —1 I I;, I I h-1 I I=1 I I a I I=1 11=1 11=1 11=1 11=1 11=1 I I—I ' 20"x8" THICKENEDIII=III—I—_=1 11=1 I I_I I I l I I;I EDGE W/ (2) #5 CONT. —III—III—III—III—III 111— (I) #5 GOVT. Wl II I (I i I� 11= I I I=1 11=1 11=I 3" MIN. COVER OFIrSET FOOTING NONIIIAKI NG VITAL L TH I GKENE7 EDGE ® 6, RARE DOOR 17ETA I L SGAI.t: NTS WNI: NTS SLOPE _R MFG. SPECS %4" RECESS 0 SLIDING , e. 6LA55 DR. 4 :.e 6 GNU BLOCK SILL FORMED ON 51TE e (1) #5 FROM FT6. TO R4.1 FI -FOIL OR : BOND BEAM. SPLICE EQUAL OVER 3/4° EXF JOINT TO BE MIN. 25" .. FUDR STRIPS 6ROUT CELL SOLID 3Y2" GONG. 5LAB w/ WWF OR FIBERME5H REINF. OVER 6 MIL SLOPE VAPOR BARRIER SIL FORMED ON 51TE — L 3 Y211 GONG. SLAB `•'• ;" (2500 P.S.I) H/ 6x6 A 10/10 W.W.M. AND 6 MIL` _ • — . _ _ _ �- °' d• —III—III-111—III m I VAPOR BARRIER ORA9>= I-1 11=1 I I ==1 11-1' =111=1 I I .I I I—I I IEEE El I I I I I=1 11=1 I I EE�l I I- ' d. ,. l e r 1111= 11-11 III 1 • 4: 4 ' I—III-III d I=1I V EXP JOINT ; s d . • 4 . . 5P 5 -III=111—I 111_ _� — 1 III _ A/C CHASE PVC SLEEVE TO BE I—II I I III I I L� Tw10E THE DIAMETER OF PROTECTED PIPE q EXTERIOR OUTSWING 56D POURED SILLS DETAIL ID CHASE DETAIL SGALC: NTS SGAI.t: Nis seal, 1/15/2018 No 24 ° INTERIOR " GYP. BD. . 51DE Yz" GYP. BV. EA. 5112E B Y2 OF 2x4'5 0 I6" O.G. ° P OF 2x'S 0 1611 O.G. STUD PLATE TIES 0 �• R 10 p C FA5TEN w/Y4 "x5" LONG TAPCONS ��� ° ® • ° ° % STUD TOP R BOT. (IF G,�R,�GE 0 V-8" D.G. AND 12" MAX FROM m4®�1 'A L NOTED ON PLANS) FASTEN W/Y4 x5 LONG TAPCON5 2 1/4' END OF HALL NNLE55 NOTED 0 2'-e" O.G. AND 12" MAX FROM 11 OTHERWISE ON PLAN5) c copyright : MULHERN & KULP END OF WALL NNLE55 NOTED 0) 1 1/2 O PT. BOT. PLT. OTHERN15E ON PLAN5) STUD PLATE TIES 0 STUD Structural Engineering, Inc, } PT BOT. PLT. I TOP 4 BOT. (1F NOTED ON PLN5) 41 e .�•.. J a'. a :aa 4 .je.•:4. :a C —III=III=III=III d. • ' ' e < ' I I=III=III—i I I i - _ ° ° . ' e . '. a� d 11-1 11—I I I_I .. d. — d . s: °- '—I I I III 1 I I—I —I I I :11 I=1 I I -1 i 1-1 I _I I I --UI III1=1 811 all (2) #5 HORIZ. Q CONT. ON CHAIRS 0 #5 HORIZ. (3" MIN. COVERT CONT. ON CHAIRS loll 10 Z (311 MIN. COVER) �/ v WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-8" WIDE W (3) #5 BARS W w UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, FURRIGANE CLIPS, ETC,. ARE NOT �— REQUIRED ON HALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE REQUIRED ON PROVIDE NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDc ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS ANCHORS AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERN15E ON PLANS m INT. BEARING WALL FOOTING DETAIL 4OFFSET FOOTING BEARING 17ETA I L Coa 3 scAix, NTS SGALN= NT8 M&K project number: 181-17013 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr SDI EXTERIOR DOOR EQUAL OVER V4" drawn 4: C DV FUDR STRIPS i suedate: 06-29-17 3 Y2° GONG. SLAB Nt/ MTL. THRESHOLD MF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: PORCH 5LA13 VAPOR BARRIER date: Mal: (SEE PLAN5) ki III09-25-17 MK . � A. a O• e.: d v , _III=1TI=111=111= 11-09-17 MK III—III__III—III-11' 3Y2" GONG. SLAB 111=III=1 I 1=1 I 1—' ' 12-11-17 MK i I—III=III=I 'II - _II I-1 I I—_T 1-1 d I=1 111=111=ITI GRADE � .. . • • : ' •' CLEAN COMPACTED ' I =III=III m �. FILL 0 45% STANDARD I I �� III=I I ---- = 1111-71 -1 11=1 11=1 11=111=1I11=III-1 I DEN5ITY AND TERMITE I I T -I I I I I 1=1 11=1 1 1 1 1 1 1; ,_ MONOLITHIC TREATED I _I I I I_ I I — 11 111- 1=1 11=1 11=1 11=1 11=1 11=1 I I, ; I I III =1 I I- I I FOUNDATION vw P� x8 THICKENED -I — — _ — =111- 11 (2) #5 HORIZ. —I 111.1 I I 1 I I I i I I I, ; ,III_ 11-0 CONT. ON CHAIRS SLAB W/ (U #5 GOVT. MIN. (311 MIN. COVER) AO PW HHERE 2ND STORY. OCCURS FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS LU t7ETA� l .� THICKENED EDIIE VITAL 8 ENTRY 1�O01 L SGAI.t: NTS. SGAI.t: NTS. 8" GMU BLOCK PROVIDE 30" MIN. LAP SPLICE r : 6" GMU BLOCK (V #5 VERT. IN 3 Y2" GONG. SLAB w/ R4.1 FI -FOIL OR GROUTED CELL, FULL WWF OR FIBERME5H EQUAL OVER r HT. SEE PLANS FOR REINF. OVER 6 MIL FURR 5TRIP5 L f ( VAPOR BARRIER (U #5 FROM FTG. TO T LOGATION5) BOND BEAM. SPLICE :r• ,,.,,�I • °' d TD BE MIN. 30" 3Y2' GONG. SLAB w/ ►--+ • ° ' d GROUT CELL SOLID WWF OR FIBERME514 1=1— — REINF. OVER 6 MIL. PORCH SLAB 1,• VAPOR BARRIER I' (SEE PLAw — 1= ;` w BREAK FACE SHELL To ALLow.d FOR SLAB ; hd - LL TI 11—II i _III -1 I I_I I I_I ' — —III III=1 I 1=I I ITI' _! EXP JOINTI 11=1 I ' . . d ' • .`. I I—III—III I W .III=III 4 I I ITI I i-1 0 ixi GROUT 50LID -III—I I ' I III —I i 1-1 11=1 I I B>=Low SLAB Dowty I l— TO FOOTING III 11 IYIII=III .III- MONOLITHIC �-+ W GLEAN i i 1= I FOUNDATION H/ III^—^, _, I I I� •.' n n ' COMPACTED FILL 1 II (2) #5 HORIZ. n 0 n) #5 90WEL W 611 �' 12 xl6 CONT. CONT. 0 45% STANDARD 1 -0 CONT. ON CHAIRS F --I HOOK (SEE PLANS a FTG. W/ (2) #5 HORIZ. DENSITY MIN. (3" MIN. COVER) 0 FOR LOGATIOw CONT. ON CHAIRS (3" z L " MIN. GOVER) WHERE 2ND STORY z OCCURS FTG. SHALL BE 1'4' HIDE ra/ (2) #5 BARS O L.r..l DROPPED 6RA1E 17ET, I L EXTERIOR IIALL 19PORCH SLAB 11ETA� I L 0 '�' To sheet SD 1 • c 1 LI o 6" GMU BLOCK 8" GMU 13LOOK R4.1 EI -FOIL OR (I) #5 FROM FTG. TO , EQUAL OVER V4" BOND BEAM. SPLICE (u #5 FROM FT6. TO FUDR 5TRIP5 TO BE MIN. 30" BOND BEAM. 5PLIGE GROUT CELL 50LIp •.r: z TO BE MIN. 30" 3 Y2" CONC. 'SLAB W GROUT CELL SOLID WWF OR FIBERME5HrA W z N REINF. OVER 6 MIL � s VAPOR BARRIER } d (z _ MATCH GNU LED61= PER 1/591.0 4 —I � I—I � I -"I � �, _— _ _ GRADE _ = GRADE _ _ , 1(—III—I I I—I -1 I I=1 11=III =1 I I I I—I i 1—I I I-11 I I I ' =1 I I—III—III—III 1=1 11=1 I I—i i I 1 I' FI II o � I � I=1 � I=1 � I d_ ".°• .' ITI—I � I—I � I ,� � z '; I � 1=1 11=1 I I .a d. `. 111=1 1=1 � I I;=1 I: I hI 11--1 I IF I l_ IT_I_I I 111-111 ; ' _III III=1 I I=1 I I—I III' 71 CLEAN I I I I-1 11=11 I MONOLITHIC GLEN ' MONOLITHIC COMPACTED FILL A q5% STANDARD I' -O° (FOUNDATION5 HORIZ. 0 q5% 5T NDARD 11-011 FOUNDATION W/ DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. (O #5 HORIZ. (3" MIN. COVER) INHERE ON CHAIRS WHERE 20 STORY WHERE 2ND STORY (3" MIN. COVER) OCCURS FT6. SHALL BE OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 1'-4" WIDE w/ (2) #5 BARS 1=00TING SECTION IN/ BLOCK DETAIL 6ARAGIE CURB DETAIL WAX: NTS WAas NTS FILLED CELLS................... :.::.::.... (SEE FLAW 411 GARAGE TOP VIEW NON -LOAD BRC. WALL @ CORNER GARAGE INTERIOR GARA6E WALL � ( I 3Y2° GONG. 5LAB >' m u 4 _ _ — _ _ _ = r1 I 1=1 I 1=111= I : •.. _o ': ' d. , a .. ' • �_ - I I I_I I I •�. � �. — — — _= 1 I_I i I-1 I i III=1 I I III=1 11-1 I I-1 I _ I I—I I I—ITI=1 ' 1 i —1 I I;, I I h-1 I I=1 I I a I I=1 11=1 11=1 11=1 11=1 11=1 I I—I ' 20"x8" THICKENEDIII=III—I—_=1 11=1 I I_I I I l I I;I EDGE W/ (2) #5 CONT. —III—III—III—III—III 111— (I) #5 GOVT. Wl II I (I i I� 11= I I I=1 11=1 11=I 3" MIN. COVER OFIrSET FOOTING NONIIIAKI NG VITAL L TH I GKENE7 EDGE ® 6, RARE DOOR 17ETA I L SGAI.t: NTS WNI: NTS SLOPE _R MFG. SPECS %4" RECESS 0 SLIDING , e. 6LA55 DR. 4 :.e 6 GNU BLOCK SILL FORMED ON 51TE e (1) #5 FROM FT6. TO R4.1 FI -FOIL OR : BOND BEAM. SPLICE EQUAL OVER 3/4° EXF JOINT TO BE MIN. 25" .. FUDR STRIPS 6ROUT CELL SOLID 3Y2" GONG. 5LAB w/ WWF OR FIBERME5H REINF. OVER 6 MIL SLOPE VAPOR BARRIER SIL FORMED ON 51TE — L 3 Y211 GONG. SLAB `•'• ;" (2500 P.S.I) H/ 6x6 A 10/10 W.W.M. AND 6 MIL` _ • — . _ _ _ �- °' d• —III—III-111—III m I VAPOR BARRIER ORA9>= I-1 11=1 I I ==1 11-1' =111=1 I I .I I I—I I IEEE El I I I I I=1 11=1 I I EE�l I I- ' d. ,. l e r 1111= 11-11 III 1 • 4: 4 ' I—III-III d I=1I V EXP JOINT ; s d . • 4 . . 5P 5 -III=111—I 111_ _� — 1 III _ A/C CHASE PVC SLEEVE TO BE I—II I I III I I L� Tw10E THE DIAMETER OF PROTECTED PIPE q EXTERIOR OUTSWING 56D POURED SILLS DETAIL ID CHASE DETAIL SGALC: NTS SGAI.t: Nis seal, 1/15/2018 No 24 ° INTERIOR " GYP. BD. . 51DE Yz" GYP. BV. EA. 5112E B Y2 OF 2x4'5 0 I6" O.G. ° P OF 2x'S 0 1611 O.G. STUD PLATE TIES 0 �• R 10 p C FA5TEN w/Y4 "x5" LONG TAPCONS ��� ° ® • ° ° % STUD TOP R BOT. (IF G,�R,�GE 0 V-8" D.G. AND 12" MAX FROM m4®�1 'A L NOTED ON PLANS) FASTEN W/Y4 x5 LONG TAPCON5 2 1/4' END OF HALL NNLE55 NOTED 0 2'-e" O.G. AND 12" MAX FROM 11 OTHERWISE ON PLAN5) c copyright : MULHERN & KULP END OF WALL NNLE55 NOTED 0) 1 1/2 O PT. BOT. PLT. OTHERN15E ON PLAN5) STUD PLATE TIES 0 STUD Structural Engineering, Inc, } PT BOT. PLT. I TOP 4 BOT. (1F NOTED ON PLN5) 41 e .�•.. J a'. a :aa 4 .je.•:4. :a C —III=III=III=III d. • ' ' e < ' I I=III=III—i I I i - _ ° ° . ' e . '. a� d 11-1 11—I I I_I .. d. — d . s: °- '—I I I III 1 I I—I —I I I :11 I=1 I I -1 i 1-1 I _I I I --UI III1=1 811 all (2) #5 HORIZ. Q CONT. ON CHAIRS 0 #5 HORIZ. (3" MIN. COVERT CONT. ON CHAIRS loll 10 Z (311 MIN. COVER) �/ v WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-8" WIDE W (3) #5 BARS W w UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, FURRIGANE CLIPS, ETC,. ARE NOT �— REQUIRED ON HALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE REQUIRED ON PROVIDE NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDc ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS ANCHORS AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERN15E ON PLANS m INT. BEARING WALL FOOTING DETAIL 4OFFSET FOOTING BEARING 17ETA I L Coa 3 scAix, NTS SGALN= NT8 M&K project number: 181-17013 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr SDI EXTERIOR DOOR EQUAL OVER V4" drawn 4: C DV FUDR STRIPS i suedate: 06-29-17 3 Y2° GONG. SLAB Nt/ MTL. THRESHOLD MF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: PORCH 5LA13 VAPOR BARRIER date: Mal: (SEE PLAN5) ki III09-25-17 MK . � A. a O• e.: d v , _III=1TI=111=111= 11-09-17 MK III—III__III—III-11' 3Y2" GONG. SLAB 111=III=1 I 1=1 I 1—' ' 12-11-17 MK i I—III=III=I 'II - _II I-1 I I—_T 1-1 d I=1 111=111=ITI GRADE � .. . • • : ' •' CLEAN COMPACTED ' I =III=III m �. FILL 0 45% STANDARD I I �� III=I I ---- = 1111-71 -1 11=1 11=1 11=111=1I11=III-1 I DEN5ITY AND TERMITE I I T -I I I I I 1=1 11=1 1 1 1 1 1 1; ,_ MONOLITHIC TREATED I _I I I I_ I I — 11 111- 1=1 11=1 11=1 11=1 11=1 11=1 I I, ; I I III =1 I I- I I FOUNDATION vw P� x8 THICKENED -I — — _ — =111- 11 (2) #5 HORIZ. —I 111.1 I I 1 I I I i I I I, ; ,III_ 11-0 CONT. ON CHAIRS SLAB W/ (U #5 GOVT. MIN. (311 MIN. COVER) AO PW HHERE 2ND STORY. OCCURS FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS LU t7ETA� l .� THICKENED EDIIE VITAL 8 ENTRY 1�O01 L SGAI.t: NTS. SGAI.t: NTS. 8" GMU BLOCK PROVIDE 30" MIN. LAP SPLICE r : 6" GMU BLOCK (V #5 VERT. IN 3 Y2" GONG. SLAB w/ R4.1 FI -FOIL OR GROUTED CELL, FULL WWF OR FIBERME5H EQUAL OVER r HT. SEE PLANS FOR REINF. OVER 6 MIL FURR 5TRIP5 L f ( VAPOR BARRIER (U #5 FROM FTG. TO T LOGATION5) BOND BEAM. SPLICE :r• ,,.,,�I • °' d TD BE MIN. 30" 3Y2' GONG. SLAB w/ ►--+ • ° ' d GROUT CELL SOLID WWF OR FIBERME514 1=1— — REINF. OVER 6 MIL. PORCH SLAB 1,• VAPOR BARRIER I' (SEE PLAw — 1= ;` w BREAK FACE SHELL To ALLow.d FOR SLAB ; hd - LL TI 11—II i _III -1 I I_I I I_I ' — —III III=1 I 1=I I ITI' _! EXP JOINTI 11=1 I ' . . d ' • .`. I I—III—III I W .III=III 4 I I ITI I i-1 0 ixi GROUT 50LID -III—I I ' I III —I i 1-1 11=1 I I B>=Low SLAB Dowty I l— TO FOOTING III 11 IYIII=III .III- MONOLITHIC �-+ W GLEAN i i 1= I FOUNDATION H/ III^—^, _, I I I� •.' n n ' COMPACTED FILL 1 II (2) #5 HORIZ. n 0 n) #5 90WEL W 611 �' 12 xl6 CONT. CONT. 0 45% STANDARD 1 -0 CONT. ON CHAIRS F --I HOOK (SEE PLANS a FTG. W/ (2) #5 HORIZ. DENSITY MIN. (3" MIN. COVER) 0 FOR LOGATIOw CONT. ON CHAIRS (3" z L " MIN. GOVER) WHERE 2ND STORY z OCCURS FTG. SHALL BE 1'4' HIDE ra/ (2) #5 BARS O L.r..l DROPPED 6RA1E 17ET, I L EXTERIOR IIALL 19PORCH SLAB 11ETA� I L 0 '�' To sheet SD 1 • 4'-0" MIN. LAP 3 "x0.131 (8) 3 Y2"x0.131" NAILS ® 6 O.G. 3 Y "x0.131" ® I6"O.G. OVERFRAMIN6 ROOF 514,EATHIN6 (4)23/a"X0.113" R.5. TOE NAILS VALLEY SET 23/a'x0.113" R.5. NAILS ® 6" D.G. OVERFRAMIN6 TRU55 (EDGE NAIL) 2!/e"X0.113" R.5. NAILS @ 6" O.G. DBL. TDP PL FASTEN EACH MAIN ROOF 5HEATHIN6 2x4 LADDER BLOCKING ®I6" O.G. OVERFRAMED TRUSS VERTICALLY IN 15T STUD BAY END TO TRU55 BELOW FOR DRYWALL CONNECTION, 51MP50N MT512 — STUDS FASTEN BLOCKING AT EAGH END WITH O �: :: 3Y2 "x0.131"— CLIP (SEE PLAN) WITH (2) 3 xO.131 TOENAILS NAILS 0 8" D.G. TYPICAL 2 STUn CORNER MAIN ROOF TM555 TYP I CAL OVERFRAM I NG TYPICAL TOP PLATE TYPICAL WOOD FRAMED G_GODTLNNE � SCALE: N.T.S.. SCALE: N.T.S. x CTION DETAIL ±_X x x—x x x—x .—x x_x SHEAR WALL WITH EDGE — T] — — — — — T-1 — — —I T- — NAILING t BLOCKING PER PLANS. ALL LAPS IN MASONRY 25" �I II SIMPSON cSIb STRAP — — I CENTERED AT CORNER OF L RUNNING BAR OPENING W (26) 2 1/2"4.131" -- — I NAILS (25" MIN LENGTH) xll II WINDOW/ .I I 2x4 HORIZONTAL FLAT DOOR I I I I BLOCKING. 0 G .I I Ixl 5 INSTALL 15 L y DAYS NI14" (FROM ED6E OF WINDOW OPENIN6. 14" (MIN.) 14" (MIN) • REQUIRED AT ALL OPENIN65 GREATER THAN 36" Z*5 CORNER BAR WIDE 4 AT ALL oPENINC75 LOCATED WITHIN P3 SHEAR WALL5. GROUTED CELL NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (5E=E PLANS). • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. TYP I CAL EXT. INALL 4 INT. TYP. CORNER VERT. ViALL 0 SHEARNALL OPENING ELEVATION ZRE N_FORG I NG DETAIL T.S. 2xbx12" P.T. CL OF OPENING CENTER BUGK (1) #5 IN _ �--- BOND BEAM • }— — — — — — — — — • Y2" DIA. J -BOLT* (SEE BELOW) (I) #5 BAR IN PRECAST LINTEL -� 2X4 P.T. TOP BUCK () 2 #559 VERTICAL IN GROUT FILLED • —CELL. IN WALLS GREATER THAN 30" 2X8 P.T. BUCK EACH } WIDE, ONLY (1) #5 IS REQUIRED SIDE OF OPENING PROVIDE (5),V2" DIA. J -BOLT* W/ 5Y2" (1) #5 VERTICAL IN GROUT FILLED CELL • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) EACH 51DE OF DOOR. PROVIDE (1) Y2" x 3X" THICK WASHER W/ EACH ANCHOR (I5T BOLT ENTIRE COLUMN TO TO BE S" MAX ABV. CURB REST EQUALLY BE GROUT FILLED SPACED APPROXIMATELY 24" O.G) O'=0" PROVIDE # OF DOWEL5 ® 5LA13 TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE * PROVIDE Y2" DIA. x 6 Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION 6ARA6E DOOR DOUBLE WINDOW RT.IZEINI~ORGING DET ILRt6E 1�OOR BUCKDET, IL , SONRY PIER DETI@_�E E: NTSALE= NTS Seal, 1/15/2018 "01%Z111111pi„®® �� a • E .°® No 72 4 ®: FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/Y4" x 4" LONG.tAT F TAPRON REND ® 16" O.G. ® INT. 2x INTERIOR NALL®P a ®° SHE R LL SEE PLAN v' • ° © copyright ; MULHERN & KULP Structural Engineering, Inc. Jz c a a co Z� SHE,ARNALL INTERSECTION W y CONNECTION 11E.TAIL _ DSCALE: N.T.S. •— °' c M Cq cc � co Lm f3a W project number: NOTES: 181-17013 •� BOND -BEAM 1. 2X PT 5UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr. SDI FASTEN BUGK TO MASONRY W/ (1) ROW OF W6"x4" TAPGON5 6" FROM ENDS AND 16" D.G. MAX. TAPCON5 TO BE 1-Y2" MIN. FROM E1?6E OF BUCK. drawn by. G DV REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ OUT NAILS OR EQUIVALENT. issuedate: 06-29-17 PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER GA5E. REVISIONS: } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X date: initial. BUCKED OPENING, USE (3) ROWS OF 3"0.131" NAILS 5TA66ERED ® 12" O.C. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 11-09-17 MK 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 12-11-17 MK 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUGK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER DOOR BUCK DETAILH Uj SCALE: NTS W 0 SD2*0 Z 4 H < Z L fI7 0 V-111 LO �i d LL UJ w 0 � a SD2*0 Z W } 2 M < Z SD2*0 x M x L 0 V-111 SD2*0 TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4' OUT51VE 2)2X4'5 EDGE P15TANGE I" EDGE I I/2" )=DGE 2 I/2" EDGE PER DETAIL VOL. TOP PLT. BEYOND NAILING PATTERN PER NAILIN6 56HEDULE �4L 3"X0.13111011LUlU COMMONJI II 11/2" N I I 21/2" N I I 21/4" z N I I 2" V N I( 3"x0.131"x3" I I < IN510E 2X'5 I I 3"x0.131"x3'. COMMON PER DETAIL I I COMMON . " " " " L I �3x0.131 x3 COMMON — OPP..51DE v I I I I V I I 3"x0.131 "x3" COMMON i i I N UL I I OPP. 51DE II .i �' �►— --- DISTANGE ` ----- 3'�xo.131"x3" I PER DETAIL - — — —. — FLOOR 5Y5 M BEYOND COMMON GMU WALL BEYOND OPP. 51Dt IN51DE PLY NAIL5 NAILED AT 8 (2)2X4'5 (2)2X6'5 (2)2X8'5 " O.G. 5TA66ERED. OUTSIDE OUTSIDE NAIL5 NAILED AT 8" D.G. (2)2X'5 NOTE: MIN 3(6" WIN05TORM OR EQUIVALENT WALL 5HEATHING TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'D. EXCEPT A5 (2)2X COLUMN (3) OR (4)2X GOLUMN NOTED ON PLANS IN TWO STORY FRAME APPLIGATION5. ) NOTE: ACTUAL NUMBER OF 1=A5TENI=R5 NOT SHOWN = Nrs @15HEATHIN& ELY. OET IL 2X BUILT-U~STUD COLUMN DETAILS M SCAe NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER EN6INEER APPROVED EQUAL O.E. 5EE TYP. FOUNDATION SEE DETAIL 20 ON 5EE DETAIL 21 ON SIMP50N ET EPDXY). DETAILS FOR ADDITIONAL 5TRUGTURAL PLAN5 FOR 5TRUGTURAL PLAN5 FOR 2. PROVIDE %' DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN ADDITIONAL CONNECTION ADDITIONAL CONNECTION BLOW OR BRUSH CLEAN. HERE INFO NOT 5HOWN HERE INFO NOT 5HOWN HERE 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE FA5TEN EVERY OTHER 055 BLOGKIN6 0 48° J LOCATED PER PLAN -JO15T (W/ WEB BLOGKIN6 A5 1-JO15T5 O.G. FA5TENED TO 2x 1-JO15T5 DRILL (5" INTO EXIST'6 I IN GROUTED CELL SLAB, EPDXY Q DRIVE -PER PLAN BLOCKING w/ (I) -PER PLAN REQ'D) TO 2x BLOCKING w/ (I) 51MP50N A35 CLIP ' x #5 DOWEL, PROVIDE I = 51MP50N A35 GLIP MIN. 30" LAP SPLICE I I I Q) IV 9 I I z FASTEN VERY OTHER JOIST TO GMU FA5TEN VERY OTHER J015T To GMU = ( I I W 51MP50N HT5MIb TWI5T 5TRAP. w/ 51MP50N HT5MI6 TW115T STRAP. FA5TEN STRAP TO GMU wl (4) Y4 DIA. FA5TEN 5TRAP TO GMU W/ (4) Y4' DIA. b x 2Y4" LONG TITEN 5GREW5 x 2Y4" LONG TITEN 5GREW5 `� I e. b a I I I 1=1 11=1 I=I 2x6 FLAT BLOCKING (BETWEEN I -JOIST 2x6 FLAT BLOGKIN6 TO EA. 51DE OF GRADE — — e, j4.' . I =1 f 1= —I LSI 11• TENED DOWN TO OSB BLOGKIN6 (Ib" MIN. LENGTH) =III—III—III—III :. I M I I—i 11EE- Iia MIN. LENGTH) FA5 = -III=III=III=III.` i—I I I=III=III- GMU w/ (3) Y4" DIA. x 3 YY LONG FA5TENED DOWN TO GMU wl (3) Y4" DIA. Q —III=III=III IT=1 I 1=I I- TAPGON5 ® EA BAY. FA5TEN RIM x 3 Yz LONG TAPGON5. FA5TEN RIM — �—I I I—I I I—i i I ° " • a '. 1=1 lI I I_ BOARD, THRU WALL SHTG., TO 2x BOARD, THRU WALL 5HT6., TO 2x GKINC7 w/ 3"x0.131"' NAIL5 0 3 o.c. BLOCKING w/ 3"x0.131" NAIL5 ®3' o.c. ,111 BLO R 1/7I T OET�r I L RETRO I T D T I L155E0 DOWEL RETROFIT DET, IL -0" R SCALE: 3/4"=1'-0" SCALE: NTS SIM. ® GMU STEM 100R MOMW 6RADE sheet: • x seal:N 00 °•'' `. 11., �`'�°••®GAN •• V_" No ..4 s 5EE DETAIL 56 ON �'�,®®�S,S; Ft m� 5TRUGTURAL PLAN5 FOR •® �� ®-%. Q®gig A ADDITIONAL CONNECTION INFO NOT 5HOWN HERE © copyright: MULHERN & KULP FA5TEN EA. ROOF TRU55 TO GMU Structural Engineering, Inc. W 51MP50N HT5M16 TW15T 5TRAP. FA5TEN 5TRAP TO GMU w/ (4) Y4' a DIA. x 2 Y4' LONG TITEN 5GREW5 c PROVIDE M015TURE BARRIER m c PLATE (51MP50N T55 OR 51M) ® '� EACH TRU55. Y PROVIDE 2x FLAT BLOCKING FI7E c a`i + TIGHT TO ROOF TRU55E5 0 EVERY OTHER BAY FA5TENED TO GMU w/ (3) 7 Z Y" DIA. x 3Y" LONG TAPGON5. FA5TEN BLOGKING TO ROOF TRU55E5 L.L W (2) 3 Y4"x0.131 ° NAIL5 ® EA. END. W as J :9 Cq RETROFIT DETAIL N � N Q INSTALL ROOF CLIPS ROOF TRUSSES, ON OPP05ITF FACE OF WALL A5 STUD TIES A5 BEARIN6 ON WALL NOTE: DETAIL ONLY WHERE NOTED ON PLAN APPLIES AT BEARING NECE55ARY K&LL5 5UPPORTIN6 W project number: ROOF TR 65E5. 181-17013 PROVIDE CRIPPLE project mgr: S D I STUD ABOVE HEADER 00 ode a JACK STUD drawn by: G D V SIMPSON R5P4 STUD PLATE TIE ® TOP d BOT. ISSue date- 6-29-17 REFER TO PLANS FOR OF STUDS, SPACED PER PLAN (ALT. PER PLAN: REVISIONS: HEADER SIZE. FASTEN TO KING W/ 05B SHEATHED WALL IN LIEU OF METAL TIES) date: initial: MIN. 0) 3"x0.131" NAIL5 09-25-17 MK 11-09-17 MK OPENIN6 IN BR6. WALL (5EE PLANS) 2x4 (MIN) 5TUD5 o 10' O.C. 12-11-17 MK OR A5 NOTED ON PLANS NAIL 5TU05 T06ETHER — — T — — PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE 51MP50N O5P TIE OR (1) H8 STRAP3/5DI.0 TO SLAB PER DETAIL U.N.O.ON PLANS BASE OF JACK t KING TO 50LE PLATE SLAB FOUNDATION 16T SLR. INTERIOR WOOD BEARING - W B 0=6SCALE: NLOG000WWJ . Z U) M M U.. UJ w Q C� 0 � � w Z 0 > 0 Q t9 z sheet: • x 00 a 11., p V_" sheet: • _. _...1 1, h. 1 _: J -V,I—U.111111111L. i.11L 2x EXTERIOR WALL 111=1= []I AAI =ten GI It A TLIM11 EXTERIOR WALL SHT'G. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO RIM RUN CONTINUOUS FULL HEIGHT -5EE PLAN FOR SHEATHING. BOARD w/ 3"x0.131" NAILS ®6" O.G. AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'G. TO OF WALL FROM BOTTOM OF I Y8" FULL DEPTH 0513 BLOGKING ® I-101575 RIM To DOUBLE TOP PLATE RUN GONTINUOU5 FULL HEIGHT FASTEN SOLE PLATE To RIM w/ OF WALL FROM BOTTOM OF 48 o.c. ALONG WALL (IST BAY ONLY) -5EE PLAN 2Y2"x0.131" ® 3" O.G. INTO 3'1 NAIL5 ® 6" O.G. 4 5HEATHIN6 RIM To DOUBLE TOP PLATE FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) SOLE PLATE TO RIM w/ 2 2"x0.131" NAIL5 ® 6° O.G. 2 Y2'x0.131" @ 3" O.G. INTO SOLE #8 56REW5 OR (5)2 Y2"x0.131" NAIL5. PLATE Ye" (MIN) 055 RIM BOARD I-JO15T5 I YW (MIN.) 0513 RIM BOARD. I-JO15T5 FA5TEN TO EA. I -JOIST ® TOP „ „ -PER PLAN FASTEN RIM TO EA. BLKG -PER PLAN II BOTTOM CHORD w/ (2) 3 Ya x0.131 X NAIL5 PANEL w/ (3)3,144"0.131" NAIL5 � MIN. -2 Y2"x0.131" @ 3" O.G. INTO RIM . BOARD b ° 2 Y2"x0.131" ® 3" O.G. INTO RIM D BOARD FA5TEN RIM TO GMU BON FASTEN EVERY OSB BLOCKING TO FASTEN EVERY OTHER I -JOIST (w/ WEB BEAM w1 SIMP50N HETAI6 FASTEN RIM TO GMU BOND BOND BEAM w/ (I) 51MP50N HETAI6 WALL GON5TRUGTII BLOGKING BOTH 51DE5) TO BOND BEAM BEAM W 51MP50N HETAI6 (48" O.G. MAX) PER 5TRUGTURAL EMBEDDED.STRAP ®24" O.G. w/ (1) 51MP50N HETAI6 (48" O.G. MAX) 1 EMBEDDED STRAP ® 2411 O.G. PLAN VERT WALL REINF. TO 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM EXTEND INTO BOND BEAM W/ (1) #5 GONT. EXTEND INTO BOND BEAM W/ (1) #5 GONT. 8 REINF. CMU WALL 811 REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF, 5PEG5 Aml 4 HORZ. REINF. 5PEG5 :20 SECTION SEGTLON S�GTV SCALL': 8/4"=I'-0' 2I SCALE: /4":I' FASTEN ROOF 5HEATHING TO 2x BLOCKING w/ 23/8"X0.113" R.S. NAIL5 ® 6"O.G. 2x6 BLOCKING IN EA, TRU55 BAY 2x4 GATS ® 16"O.G. FASTENED TO EACH GROSSING FASTENED TO GABLE END FA5TEN SHEATHING TO 2x4 ROOF TRUSSES STUD w/ (3)3 Y4"x0.131" NAIL5 TRU% w/ (2)3"x0.131" 3 " I BLOCKING w/ 2/8 X0.113 ® 24 O.G. TOENAIL5. PROVIDE (1) R.5. NAIL5 ® 4"1 51MP50N H3 CLIP OVERHANGS > 12" 5EE DETAIL 20 FOR ADDITIONAL GYP5UM BOA I " " CONNECTION INFO 4 FASTEN ROOF 5HEATHING TO PER ARCH FOR I -4 MAX 2 0 MIN 5HT6. FASTENING FASCIA WITH 23/8"X0.113" R.5. FIREPROOFING S NAIL5 ® 6 O.G. ROOF . HTG GABLE END VERTICAL WEB SHALL 13E CONT. 24" -101575 REINFORCING A5 REOURIED ONTO ROOF IN -PER PLAN _ BY TRU55 MANUF. HANGER 2x FA5GIA -BY TRU55 MANUF. _5EE ARCH 5EE UPLIFT CONNECTOR 3Y4 x0.131 TOENAILS ®12" 2x SHEAR HALL 5GHEDULE ON PLANS FOR O.G. GONNEGTING BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE 5PEGIFIGATION5. FASTEN ROOF TRU55 TO VERT WALL REINF. To a" GMU BOND BEAM DOUBLE TOP PLATE w/ FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP EXTEND INTO BOND BEAM W/ (1) #5 DONT. 2x4 BRACE w/2x4 (3) 3 Y4°x0.131" TOENAILS PLATE WITH 51MP50N A35 " T -BRACE, 5PAGED 8" REINF. GMU WALL CLIPS ®32 O.G. 4111 D.G. MAX. FA! -5EE PLAN FOR VERT. 2x4 TO T w/ 3 Y4"x 4 HORZ. REINF. 5PEG5 FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BRACE TO DBL. TOP PLATE W (1) 51MP50N SG�TS/101 t/4 I LH2.5A 4 (2)3Y4"xo.l3l" DET, ILC3G,+J.C="�I'-0" TOENAILS �I 90AI 8/4"=I'-0" CO i N iI O q 4 m T OF ° ; /ONAaa%% 11111 2x EXTERIOR WALL ® STAIRS FASTEN FLOOR SHEATHING OR 2-5TORY 5PAGE 11 11 -5EE PLAN FOR 5HEATHIN6 ©copyright : MULHERN & KULP TO $LOCKING w/ 2 Y2 x0.131 FASTEN SOLE PLATE OF 2X WALL Structural Engineering, Inc, NAILS @ 6" O.G. AND CONNECTION 5PE05. TO BOND 13M. w/Y2" DIA. ANCHOR FA5TEN 50LE PLATE OF 2x NALL BOLT5 @ 6'-0" MAX. PROVIDE TO BOND BM. wlY2" DIA. ANCHOR MIN. (2) PER PLATE AND MAX 12" a M " FROM EA END c BOLTS � 4 -O MAX. PROVIDE MIN. (2) PER PLATE AND MAX 1211 2x INTERIOR WALL STAIRS OR —� m FROM EA END II 2-5TORY 5PAGE. INSIDE FACE m 4 OF DRYWALL SHALL OVERHANG 5 FA5TEN EXTERIOR 5HEATHING + MASONRY %". PROVIDE FURRING TO 2x PLATE w/ 2 Y2"x0.131" ON INSIDE FACE OF MASONRY TO Ye' 055 BLOCKING EVERY NAIL5 ® 3" O.G. MATCH DRYWALL 'F' a OTHER BAY OVER 5HEAR WALL 11 Z T FA5TENED w/ (2) 51MP50N A35 8 GMU BOND BEAM w/ M � v GLIP5 AT EACH $LOCK (PERP.) (1) #5 BARS CONT, OR I Ye' 05B RIM FASTENED w/ (1) 51MP50N A35 CLIP ® I6" 0.6. 8" GMU WALL - W i 'Iv OVER 5HEARWALL (PARALLEL) (SEE PLANS)KA KA J" CL C3 m c�� �$Ui TION X CTION 5/4001"1 @WA=UW: NVI M&K project number 181-17013 project mgr SDI 2x4 BLOGKING w/ drawn by: C DV (3)3 Y4NA11x0.131411 x TOEIL5 EACH END issuedate: 06-29-17 x >< REVISIONS: date: initial: 09-25-17 MK (4) 3 Y4"x0.131 " NAIL5 11-09-17 MK 12-11-17 MK PROVIDE 2x4 BLOGKING ® 48" O.G. IN FIRST (3) .. .� W BAY5 OF ROOF TRU55E5-GUT TO FIT ...i , TIGHT BETWEEN TRU55 Q BOTTOM GHORDS FA5TEN DRYWALL TO BLOCKING w/5GREW5 /NAIL5 ® 611 O.G. vi J a W La W n 0 I� 1� F_ Vw 0 2 0 Q Z M � LL p sheet: