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3932 Saltmarsh Lp 18-911 (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 5.1.3 ROOF PLAN'S' CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING FL 6.1 UTILITY PLANs'S' AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 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. 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. -6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE Rf_"C,om) COPY 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 REVIEWED V-08 CODE. CQMPLIANCE ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF PLA � M+N�� NO. 26 GALVANIZED SHEET GAUGE CORROSION- __. --- ATESCREED RESISTANT WEEP SCREED OR PLASTIC WEEP WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR FOR® get ILDIN DIVISI®N BELOW THE PLATE LINE ON EXTERIOR STUD WALLS SAN -- IN ACCORDANCE WITH ASTM C 926. THE WEEP A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO RQvo�DAWGTHEF ORKANDNTER OROT S SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES AUTHOR ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ASIDE NOR SHALL- ISSUANCE 10pQA PERMIT PREVENT GODS ,AREAS. THE WEATHER RESISTANT BARRIER SHALL THE BUILDING NG A CORRECTION OFOERRORS EIN PLANS, REQUIRING LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH CONSTRUCTION OR VIOLATIONS OF THIS GODS SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. ;6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS COIAPACTION TEST INSTALLED OVER WOOD BASED SHEATHING SHALL R-EQUIP'ED INCLUDE A WATER RESISTIVEVAPOR PERMEABLE Results to be Verified BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D arsi,b l"sPOVrion PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. #18 911 REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N 3E TABULATIONS R- y, � y . i TOTAL GARAGE MULHERN+KULP 400 ' residential structural engineering ^, i' o 6 20 South Maple Street, Suite 150 • Ambler, PA 19002 . ^ p215.646.8001 • mu/hemku/p com �`;' w, J %®0�� � NN"+V*huW&%0wd Omfa onhadhe notrerk•adrryotlia r*W i otlixWon REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N 3E TABULATIONS x i TOTAL GARAGE 1826 400 ' I I CO � w � W y Z w, J LOT 38 CD +... w 0 W 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 � LAST SAVED BY: SHEET NO: CS -1 x i � J N ' r CO � w � W y Z w, J � � a� 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" It 2'-8" 10'-0" z 0 k "m ' • W MULHERN+KULP Lu 13- residential structural engineering W 3 1 E F A +' 20 South Maple Street, Suite 150 • Ambler, PA 19002��� " o b °�,c"y G 4.�ti p215.646.8001 • mulhemkulpxom °' d ®�:`.7" / C) P4 A � ,, �,�a�� w 4# rotmkolovdWilmo o mialtoftddpNes 28'-0" It 2'-8" 10'-0" 191-811 ,)SLAB PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17' LAYOUT 8'-4" ISSUE [10.02.17 FOR REVIEW REVISIONS: I 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: _T SHEET N0: FL 1.0 z Lu 13- q O p[ w cn a PATIO SLAB bo 00 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB N NOTE: EXTERIOR WALLS ARE DIMENSIONED TO N OUTSIDE FACE. GRADE BEAMS AND APPLIANCES T ARE DIMENSIONED TO CENTER LINE. N 10'-7 1/2" 17'-4 1/2" ......... o VERIFY UNDERSLAB N............................................................................................................. CONDUIT AT G KITCHEN ISLAND M a — N in ............. I -- - ::......::••:: •::•:: uO (0 c 0o .............................. I ao — --___ CW H ---.--.-.-,. Nt 16'-8" 8'-21/2" - 3'-1 1/2" CV r ° N GARAGE SLAB F C� o N REINFORCE PER LOCAL F2 a CODE AND ENGINEER'S T SPECIFICATIONS 5'-91 /2" 2'-5" PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F1 2'-2" 16'-4" V-3 1 /2" °Q ao 191-811 ,)SLAB PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17' LAYOUT 8'-4" ISSUE [10.02.17 FOR REVIEW REVISIONS: I 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: _T SHEET N0: FL 1.0 WALL LEGEND 9@. x 1, , 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 13/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". 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 I% . Z.q� 4MULHERN+KULP 'hh, 7'A 'j residential structural engineering 1,4120 South Maple Street, Suite 150 • Ambler, PA 19002p215.646.8001 • mulhemkulp.com w m rdged b otliar d�Ipk�s. J 28'-0.. 2'-8" 10'-0" 1514" SEE OPT. COVERED PATIO ON SHEET 1 FL 1.1.1 1 VERIFY FL 4.1 LOCATION IN FIELD PATIO 00 A/C 4'.8" 6'4" 6141 3'-0" 81. 3'-01, 4'-0" 6068 S.G.D. 3050 SH 3050 SH 2'-4" 16070 SECTIONAL 16'-0" 19'-8" V-51 /2" SOFFIT SEE EXT ELEV. 10" BOX COLUMN SEE EXT. ELEV. — 28'-0" S AN ' FIRST FLOOR PLAN 'S' SECOND FLOOR PL 2 1 LAYOUT 1 /4" =1'-0" AT 22"X34" LAYOUT1 /8"= 1'-0" AT11 " X 17" LAYOUT FOYER 9'-4" CLG. 0 co 00 OP PORCH 6'41 10" 2 in 8'-4" +Ln LU 0. -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: 0 ii (0 J in N a /4r J TM CL W cc. a LL ° J >. Cn 0 U. SHEET NO: FL 1.1 y Pq 12 MULHERN+KULP residential structural engineering w tie0� OF 5 20 South Maple Street. Suite 150 • Ambler, PA 19002 � "V' � �` `� �,. O 12 P 215.646.6001 • mulhemkulp comLO 5 Mibm+Kdphe 0Ava*rdhn Oct 2ND FLOOR PL. HT. _ — not�a�eaayaher�natlonn�eedtoo�a►ab�es. 2ND FL. WDW. HT. ISSUE LOFT \�� M. BED �' �; W 8'-1" CLG. 8'-1" CLG. . 00 0 [10.02.17 FOR REVIEW \ rz 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. _ — — — N REVISIONS: 1ST FL. WDW. HT.Cn M e FOYER PDR. o u IT N FAMILY 9'-4" CLG. 9-4" CLG. 9'-4" CL . 9'-4" CLG. 1 ST FLOOR FIN. FLR.— I ��...:. i III I ....... ` — _—I _.... ....:TIIi....I I III. ......... .. ...... III I ............. :::I , 14 14 .............T ............... -.....:1!�... ............_ ,,, BUILDING S 1' S These drawings are the 1 3/16" = 1 "-0"" AT 22""X34" LAYOUT = 1 "-0" AT 11 " X 17" LAYOUT ro ert of Starli ht p p y g 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: N � 00 CC cn r Lu 0 Z v aW Q� 1tttJ CL o SHEET NO: FL 4.1 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 = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" 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. 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. — E1; C rn wrwrr IJj ISSUE [10.02.17 FOR REVIEW REVISIONS: FLUUH FL. H 1. 1 E16rh — -- - 1 ST FL. WDW. HT.— E16 E19 8" ❑ �❑ �❑ E19 s SMOOTH lu Z El El 0 7[:::1 E] El F7 $ MOOTH qr COACH LIGHT m , a r"B PER BUILDER cy 4 El El EJ �M�� mThese drawings are the �FD EJE19 SMOOTH property of Starlight E22 - Homes and are not to be 1ST FLOO�FIN. FLR. — — — �u� utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes FRONT ELEVATION 'S' 1 LAST 1 /4" = 1'-0" TAT LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT REVISION LAST SAVED BY: I� e' T rk 2ND FLOOR FIN. FLR......................................................................................................................................................................................................................................................................................................................... ................................................................................ rh 1ST FLOOR PL. HT. 1 ST FL WDW. HT ",` •y'' E16-10" Z" N _ 1 ST FLOOR FIN. FLR_ _ — — — REAR ELEVAITION'Sv 2 1 /4"71'-0" AT 22"X34" LAYOUT 1/8"= 1''-0" AT 11 " X 17" LAYOUT 6 T 00 urr„arri's�;�S ELEVATION KEYNOTE LEGEND pp 7"A 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 STUCCO SMOOTH SAND FINISH U.N.O. 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. — E1; C rn wrwrr IJj ISSUE [10.02.17 FOR REVIEW REVISIONS: FLUUH FL. H 1. 1 E16rh — -- - 1 ST FL. WDW. HT.— E16 E19 8" ❑ �❑ �❑ E19 s SMOOTH lu Z El El 0 7[:::1 E] El F7 $ MOOTH qr COACH LIGHT m , a r"B PER BUILDER cy 4 El El EJ �M�� mThese drawings are the �FD EJE19 SMOOTH property of Starlight E22 - Homes and are not to be 1ST FLOO�FIN. FLR. — — — �u� utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes FRONT ELEVATION 'S' 1 LAST 1 /4" = 1'-0" TAT LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT REVISION LAST SAVED BY: I� e' T rk 2ND FLOOR FIN. FLR......................................................................................................................................................................................................................................................................................................................... ................................................................................ rh 1ST FLOOR PL. HT. 1 ST FL WDW. HT ",` •y'' E16-10" Z" N _ 1 ST FLOOR FIN. FLR_ _ — — — REAR ELEVAITION'Sv 2 1 /4"71'-0" AT 22"X34" LAYOUT 1/8"= 1''-0" AT 11 " X 17" LAYOUT 6 T 00 urr„arri's�;�S pp 7"A p 6 7 MULHERN+KULP residential structural engineering u.n ® w L 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.N6.8001 • mulhemkulpcom Miibm+Ku�Ms fib- a�Mdhc rd mkinxi oq*aWdWm*0 x � J 00� T LLJ Z O Za> w a � W O SHEET NO: FL 5.1 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 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -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 5� �5 N r N LO 77 U*) „ gE16 o O LU 8 BOX m COLUMN 1 -S -T FLOOR FIN. FLR. RIGHT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 12 5 12 / CM j 2 0 Act 111-- C4 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: —7 to J N � in 00 z r LLJ o Q � W J �. W a0 SHEET N0: FL 5ol A ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFM/ALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 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. 12 12 5� �5 N r N LO 77 U*) „ gE16 o O LU 8 BOX m COLUMN 1 -S -T FLOOR FIN. FLR. RIGHT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 12 5 12 / CM j 2 0 Act 111-- C4 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: —7 to J N � in 00 z r LLJ o Q � W J �. W a0 SHEET N0: FL 5ol 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 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.'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 2 139 SF 9.33 int 18.67 int AREA 3 180 SF 119.20 int 38.40 int 1 T EA r W ROOF PLAN'S' f 1/4" - V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT GE m e�0 4 MULHERN+KULP residential structural engineeringti Suite 150 • Ambler, PA 19002 A\ ZO South Maple Street, ,� , �) I� � �a � n • • �� �� p215.646.8001 • mu/hemkulp.com Mlbm+Kughn shuaurea�yrdhs nd �d rry a�rr Yia�Uon �elYd ro okr abdWl�s. N 0 C 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: �II SHEET NO: FL 5.1 .3 x to J N � y Uj a Z R y LL J a0cc � CL o �II SHEET NO: FL 5.1 .3 cc LL 3U. 0� 4 o o x 0 > W F k m J W S lLcc _ p $ W $a Fto CC cc ao 4 cWi Y U. oW STANDARD ELECTRICAL BOX HEIGHTS WALL CABINET cc i� O h W a N W m O W ztuILL� 30" HIGH VANITY O BASE CABINET CABINET M r N 14 E (__J Ilszll I � 1 SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS I � i L ---------- ...i UTILITY PLAN SECOND FLOOR 3 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT SERVICE PANEU ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX WP/G U VERIFY Z LOCATION Z IN FIELD 0 U WP/GFI AT A/C GOND. cn TU l�JA/C N TT 'Ti 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 BY: 7 0 SHEET NO: FL 6A NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. AF I AS REQUIRED BY NATIONAL ELECTRICAL - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS ( C) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAF.I_ DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - 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 (NFPA) 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 OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES /11�> CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH wwoR WEATHERPROOF GFI DUPLEX OUTLET �(�— WALL MOUNTED INCANDESCENT i LIGHT FIXTURE HARD SMOKE DETECTOR O HARDWIRED AND INTER- so BACKUP ED W/ BATTERY � /� // �/ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) Qfl GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF 002 DETECTOR O HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET I--� GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT HB HOSE BIBS Q REINFORCED JUNCTION BOX - EXHAUST FAN/LIGHTCOMBINATION (VENT TO EXTERIOR) P" TELEPHONE WALL SWITCH TELEVISION --- }- �w 1/a° WATER STUB OUT ELECTRIC METER s THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL wALLSCONCE a FOUR-WAYSWITCH i DISCONNECT SWITCH TECH HUB SYSTEM U VERIFY Z LOCATION Z IN FIELD 0 U WP/GFI AT A/C GOND. cn TU l�JA/C N TT 'Ti 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 BY: 7 0 SHEET NO: FL 6A HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES 3" = V-0" AT 22"X34" LAYOUT = V-0" AT 11 " X 17" LAYO UT 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 CD W act �� V rI 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: (0 J NM � T LU Cl) Z W Q Q o J � a0 SHEET NO: D=1 0.0 w• yTM • N 5,.�. MULHERN+KULP residential structural engineering °• ®» „ E Fm 4U •"m 20 South Maple Street, Suite 150 • Ambler, PA 19002��0 a �. ,� am,�rP ,mow, „ C C I as �;m•" ��� p215.646.6001 • mulhemkulAcnm � V ��®'' /* 1U f� l- ®® u m+K*Wd ahuduearymdhn ndiedered"alterhk WI. rolledbatlix&dpiW CD W act �� V rI 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: (0 J NM � T LU Cl) Z W Q Q o J � a0 SHEET NO: D=1 1 CONNECTION SPECIFICATIONS (T''F. U.N.O.) 140 MPH DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO JOIST/BLK'G. (1) NAIL 0 4" O.C. (1) NAIL ® 4" o.c. STUD TO SOLE PLATE 2 TOENAIL5 (3) TOENAIL51' TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 6" o.c. TOENAILS o b" o.c BLK'6, BTHN, JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o I6" o.c. DOUBLE TOP PLATE LAP SPLICE 747 NAIL5 IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS INTERSECTING HALLS (2) NAILS (2) NAILS • 2Y2"x0.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PACIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) Window $ Door Allowable Wind PresSure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES EZONE5(D ND 8' Garage Door +25.1 P5F/-28.4 PSF +25.1 P5F/-28.4 P5F 16Garage Door +24.1 PSF/-2b.8 P5F +24.1 P5F/-26.3 P5F 10 5QFT. +28.6 P5F/-31.2 P5F +26.6 P5F/-38.5 P5F 20 SOFT. +21.5 PSF/-21.1 P5F +27.5 P5F/-35.q P5F 50 SOFT. +25.8 P5F/-28.3 P5F +25.8 PSF/-32.5 P5F 100 SOFT. +24.5 P5F/-2b.Q P5F +24.5 PSF/-2q.q P5F 500 SOFT. +21.5 PSF/-23.c( P5F +21.5 PSF/-23.q P5F mEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 49 of least horiz. dim. or 3 ft. FLOOR FRA<MiNG • I-JOISTS/TRUSSES SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6FR5 SHALL BE SPECIFIED BY I-JI015T /TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXP05URE 1, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3"x0.131" NAILS o b" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAF. WALL SHEATH I NCS 5PEG I F I GAT I ON5 INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WH I GH REOU I RES 5HEATHIN6 AND/ OR FA5TEN I NG 5PEG I F I GAT I ON5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 055 FASTENED w/ PI 222"x0.131" NAIL5 @ 6" o.C. ALONG PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 055 FA5TENED W P3 2Y2 "x0.131" NAIL5 @ 3" o.c.. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR HOOD FRAMED HALLS W 1/16" PLYWOOD OR 05B FASTENED W "x0.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.C. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X 5LOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ %"xO.131" NAILS @ 16"ox, USE (S) 52"x0.131" NAILS @1 EA. LAP SPLICE. (TYP. U.IN.o) 5. LATERAL ANALYSIS ASSUMES ALL INTERIOR SHEAR HALLS AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND DELOH OPENIN65. 6. SEE ARGHITEGTURAL DRANIN65 FOR ADD'L HALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR HALLS GON5IDERED FOR SHEAR HALLS, 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF HALL, PANEL JOINTS SHALL BE OFFSET To FALL ON DIFFERENT FRAMING MEMBERS. s ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN. OSB/PLYWOOD SHEATHING 24/y, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 23/a"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o b" o.c. o PANEL F06E5 4 IN FIELD. PROVIDE "H" 51YLE CLIPS ALONG UNSUPPORTED EDGES. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RID6E5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGE5 4 FASTEN W 212"0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW w/ U5P MTH12 AND (2) 3"0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERHI5E NOTED. • ROOF TRU55 SHOP 016165, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES H/ 2x4 LEDGER FASTENED TO FRAMING _w/(2) 3"x0.131" NAILS o Ib" O.G. UPL I FT CONNECTORS BEARING CONDITION TRULG CONNECTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb A.B) H HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTGbbB3 ALTERNATE) < IS' 51MP5ON 1-12.5A 51N6LE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD NALUY4000 BEAM 2 2x8 5PF OR 5YP #2 W/ H4xb 3.5"x5.5" AFP IhE SHORT > 15' 51MP50N HIDA ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 3,511x9,5" AFP IhE 5HORT SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL 5PAN HEADER ALL BEARING POINT5 OF EACH ROOF TRU55 SHALL BE CONNECTED HITH CONNEGTOR A5 L15TED ABOVE. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION 1-10-1 51MP50N HTT-4 HOLD-DOWN (w/ 55TBIb A.B) (2)2x6 HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTGbbB3 ALTERNATE) 3.5"x5.5" AFP IhE SHORT LEGEND • ® INTERIOR BEARING WALL • c = _ _ BEARING HALL ABOVE • - • • - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL I I EXTENT OF OVERFRAMIN6 INDICATES LOGATION OF REINFORGED GMU GORE (SEE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID 13LOGKIN6 UNDER POST OR JAMB ABOVE. HEADER SU13STITUTION SCHEDULE LABEL DESCRIPTION LABEL PE5GRIPTION (2)2x6 2 2xb 5PF OR 5YP #2 W/ H4X6 3.5"x5.5" AFP IhE SHORT 1/2" PLYM FLITCH PLATE SPAN HEADER (2)2x8 2 2x8 5PF OR 5YP #2 W/ H4xb 3.5"x5.5" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3,511x9,5" AFP IhE 5HORT 1/2" PLYM FLITGH PLATE 5PAN HEADER (2)2x12 2x12 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP IhE 5HORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADER5 ARE SPECIFIED ON THE PLAN5, ANTHONY FOREST PRODUCTS (AFP) IhE5HORT5PAN HEADER5 MAY BE SUBSTITUTED PER THE HEADER WE35TITUTION 5GHEDULE ABOVE. 2. AFP IhE 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP IhE 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PECIFIED ON THE PLANS. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50D FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HA5 BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING CODE (SECTION I60G) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WH15PERIN6 RIDGE 5T. JAMES GR0551 N6 SHEARWATER ESTATES WYNDH,4M PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION &APPROVAL FROM MULHERN ff KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 CODE, • HOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 , FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F o 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E DEAD = 10 P5F (20 P5F TOTAL o TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED R15K GATE60RY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x4 5PF#2 OR 5YP#2 o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING HALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS SPACED o I6" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD HALLS SHALL BE GONSTRUCTED HITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O., • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROHS OF 3"0.131" NAILS o 12 O.G. 5TAG6ERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROHS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 H/ 3"0.131" NAILS o 16" O.G. 5TA66ERED, APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLAN5). • SHEATH ALL HOOD FRAMED EXTERIOR HALL5 W 7/16" 0513 FASTENED W 2Y2"x0.131" NAILS 0 6" O.G. @ ED61E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/13EARIN6, • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH; FASTEN PLIES TOGETHER HITH 3 ROHS OF 300.131" NAILS o 3" 0/6 OR 2 ROH5Y4"x3Y2" 51MP50N 5D5 56REH5 (OR 3Y2" TRU55LOK 5GREH5) 0 16" 0/6. U5E A MINIMUM OF 3 ROHS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENING AT BOTH FACES FOR 3 -PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREHS 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROHS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROHS OFY4"xb" SIMPSON 5D5 SGREHS (OR b 3/4" TRU55LOK 5GREHS) o lb" 0/6. USE A MINIMUM OF 4 ROHS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 50REH5). LOCATE TOP AND BOTTOM SGREHS 2" FROM EDGE. A 50LID T' BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 AB044Z BASE, U.N.O. • ALL INTERIOR HALL STUDS IN CONTACT W GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. seal, I I /2018 • rz.e %T � i Pe Y1 v�� ,©copyright : MULHERN & KULP Structural Engineering, Inc, J m Y •� a c tfii cc ZW noo W +J .� Cq N Ld N N N Q IV W project number. 181-17018 project mgr SD drawn by: G D V Issue date. 06-29-17 REVISIONS. date: Mal: 09-25-17 MK 11-09-17 MK 12-11-17 MK LU 0 2'-8" 10'-0" i 501.0 PORCH SLAB: 3 1/2" GONG. SLAB ON GRADE N I (2500 PSI MIN.) w/ bxb-WI.4xHI.4 MESH OR FIBER MESH ON 15% GOMPAGTED FILL OR VIR61N SOIL � I 1 5D1.0 I 501.0 n0 S.G.D. REGE55 PER MANUF. IN5TRUGTION5 I I GONGRETE SLAB: 3 1/2" GONG. SLAB ON 6RADE I (2500 P51 MIN) w/ bxb-WI.4xNl.4 MESH OR FIBER MESH OVER b MIL. POLY ON 15% GOMPAGTED d- I FILL OR VIR61N SOIL o I SEE BLOCK PLAN FOR VERTICAL BAR LOCATIONS I i 4 24"x24"xl2" GONG. FT6. 501.0 UNDER POST ABY. ------- ----------� r—� I------- ----------- I L_ I o�� I I� Iq_8° I 4'-2" 4'-2° 6ARA6E 5LA13: I 3 112" GONG. 5LA13 ON GRADE I I (2500 P51 MIN) W bxb-01.4x01.4 MESH OR FIBER ME5H OVER b I MIL, POLY ON 15% COMPACTED FILL OR VIR61N SOIL I I I I N5 � sD1.o I I � I I I I 501.0 5011.0 - I N I J ND2-gr � SDI, 116"xlb°x8" THIGKENED SLAB 2'-411 Ib' -0" 1-411 81_4" el 28'-0" 5LA5 FOUNDATION PLAN I22x34 5CALE: 1/4"=I'-0" 1x1'1 5CALE: 1/8"= I'-0" I ELEV 5. 5, T, 4 U PORCH SLAB: 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN.) W bxb-01.4x01.4 MESH OR FIBER MESH ON 15% GOMPAGTED FILL OR VIR61N 501L TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATIN6 GONGRETE 5LAB-ON-GRADE FLOOR5 5HALL NOT BE OF GELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE 5LA13 U51N6 A NON-GORRO51VE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEAD5, AND ROOF DOWN5POUT5 5HALL D15GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H 5LOGK5. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDINC75 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) LON IZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2010 FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED: (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DESIGNS ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORK0510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • GONGRETE DE51ON BASED ON AGI 316. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.a. Pic = 2,500 psi:....... FOOTING5 2,500 psl:....... 5LA55 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINC75 AND 5LAB5 ON 6RADE 5HALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LA13 GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF, • GROUT SHALL BE ASTM 641b F'c=3000 PSI W MAX 3/a" AGGREGATE • CONCRETE MA50NRY UNIT5 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF IgOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORGED GMU GORES (A5 INDIGATED ON PLAN) 5HALL. BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORGED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 5OLID ON EACH 510E OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. REFER TO S-O.O FOR Tl'PIGAL STRUCTURAL NOTES 4 SCHEDULES Seal: 1/15/2018 L- 3V ✓�s Q copyright: MULHERN & KULP Structural Engineering, Inc. c a a WD ZW r J03 W ;� Ifa JC a M D :2 1 � -o U) en a W project number. 181-17013 project mgr, S D 1 drawn by: G D V muedate: 06-29-17 REVISIONS: date: initial 09-25-17 MK 11-09-17 MK 12-11-17 MK W J Q Z' iii (n Z 0--4 J zLLW 0 0 w 00 2 } o 0 = Q0 z �N � ()D O sheet'. LEFT HAND S100 M MASONRY LINTEL A55EMBL I E5 5EE 50HEDULE AND 9PECIFIGATION5 FOR ADD'L INFO _.. ... GROUT LINTEL 6ROUr BOTTOM REAP. PRECAST LINTEL PRECAST W/ EMBEDDED REINF. W/ � EMBEDDED REINF. C) MB -2 M MASONRY LINTEL A55EMBL I E5 5EE 50HEDULE AND 9PECIFIGATION5 FOR ADD'L INFO _.. ... GROUT LINTEL 6ROUr BOTTOM REAP. PRECAST LINTEL PRECAST W/ EMBEDDED REINF. W/ � EMBEDDED REINF. MB -1 MB -2 m� m� ,:::.n, TOP REINF. TOP PEW MB-2 VERTICAL ----- SHEAR TIES - GROIJf g_.:.: GROUT e BOTTOM REINF. A BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. PRECAST LINTEL. W/ � ( IEMBEDDED REINF. AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. THI5 ASSEMBLY REQ. MB -3/ MB 4/-3A MB - MB -4A TIS T MB -#A LINTELS: LINTELS M516MTEP WITH AN MB -&&4A. 5HALI_ BE CONSTRUCTED THE SAME A5 MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4' TO I'-2' BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME, BOND BEAM REINF SHALL RIIN CONT THRU TOP LINTEL COURSE. L5 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/OT ----- ---- MB-2 6F8-I5/0T ----- (1) #5 MB -3 8FIb-IB/IT (1) #5 (1) #5 MB -4 8FIb-26/IT (1) #5 (2) #5 #3 TICAL TIES ® 4"o.c. W/ 180 DEGREE HOOK TdB APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=(o0 k51 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (AS GHO5EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R30 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF GELLULO5E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEHALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL 13UILPINC75 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR 6ABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE t FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DESIGN BA5ED ON AGI 31,5. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENOTH5 IN 26 DAYS, U.N.o.: f'c = 2,500 psi:....... FOOTI N65 2,500 psi:....... 5LAi35 ON GRADE (INTERIOR t EXTERIOR) fy = (50,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTI NCG5 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LA13 E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.C) • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA, • HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 3%4" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM Gg0 WITH R MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 PM = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTIGAL BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOHN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal rr , e /A r �'e f E f " A (D copyright: MULHERN & KULP Structural Engineering, Inc. a0) J E C Q C CD �o Z� w` N � _� 'CDo W W N N CL M&K project number. 181-17013 project mgr: S D I drawn by: C D V issue date: 0629-17 REVISIONS: date., initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK Crrr�` UJ 0 ART V 1 '_'I w(L > o w 0 2 BLOCK PLAN > 0 I 22x34 5GALE: 1/4"=1'-0" ELEVATION 5 Q 11xI1 5GALE: 1/8" =1•_0.. 0 W w 0 REFER TO 5-0.0 FOR TYP I CAL. sheet: LEFT HAND 5TRUCTURAL NOTE5 4 5GHEOUL E5 S260 .t �►-- IQ C o� za ROOF FRAM I NG FLAN 22x54 SCALE: 1/4"- I'-0 110 SCALE: 1/S"=1'-0" ELEVATION 5 i seal: 1/15/2018 ao 4n d U Q,} 4' AT r � 1 h % Q copyright ; MULHERN & KULP Structural Engineering, Inc, J '4) �4) a a Z ry W` N� TTrn E CCi N CO .�— N � N Q M&K project number. 181"17013 project mgr. S D I drawn by: C D V issuedate: 06-29-17 REVISIONS; date: Initial. 09-25-17 MK 11-09-17 MK 12-11-17 MK- UJ MMJ b RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES sheet; LEFT HAND S4*0 Z CL Z oC � � Ld o w IL 0 2 } o 00 N 00 RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES sheet; LEFT HAND S4*0 8" CMU BLOCK 8" CMU BLOCK R4.1 FI -FOIL OR (I) #5 FROM FT6. TO EQUAL OVER 3/a" BOND BEAM. SPLICE (I) #5 FROM FT6. TO FURR STRIPS TO BE MIN. 30" BOND BEAM. SPLICE GROUT CELL 50LID TO BE MIN. 30" 3 Y211 CONC. SLAB rt/ N GROUT CELL 50LID HHF OR FIBERME5H REINF. OVER b MIL. VAPOR BARRIER } d d� — MATCH GMU LEDGE PER 1/501.0 11=1 11=1 I I^I GRADE q ___ _— GRADE _ _ ° I I=1 I I—III—I I 'M r, I I _ _ _ _ 9 .. ' I_I I I—III—III II_TI • °4' :: I, o '-� 1=III=1 11=1 I I=1 I I—I I I I I I I I_ I I—III=1 I f IT_I ° N - -III—III—III—III ♦ .. '. ' •. I—III—III-- I1 z II =1 I (—III—I Il ° ° I—IIT=1 I I —Iii—III—III • 111-111—III- 11=111=11II= 1=T-1111=—- 1 I -El r ll-11 _I 1111117(=1 11= I I I I II I II 1 i CLEAN 111= I I L� I MONOLITHIC GLEAN —III— MONOLITHIC COMPACTED FILL I,_Ou FOUNDATION H/ COMPACTED FILL I'-0" FOUNDATION H/ 0 85% STANDARD (2) #5 HORIZ. e 15% STANDARD (2) #5 HORIZ. DEN5ITY MIN. CONT. ON CHAIRS DEN5ITY MIN. CONT. ON CHAIRS WHERE 2ND STORY (3" MIN. GOVEW HHERE 2ND STORY" MIN. GOVERN OGGURS FT6. SHALL BE OCCUR5 FT6. SHALL BE 1'4' WIDE IN/ (2) #5 BARS 1'-4" HIDE w/ (2) #5 BAR5 FOOTING SECTION IN/ BLOCK DETAIL ro.ZN 6ARA6E CURB DETAIL I s3 Aa rrre sc � FILLED CELL5 (SEE FLAW 411 GARAGE TOP VIEIN NON -LOAD BRO. HALL @ CORNER 6ARZA6E INTERIOR GARAGE HALL w )12" GONG. SLAB m� 411 " —° — —III=1 I (—I 11-111—I11� I • ....a �.: � a.1 4'a •°� •' 20"x8" THICKENED =111—III ITI=1 i I--�=111—III= ED6E H/ (2) #5 CONT. (1) #5 CONT. I^V TI I•= i t iI I 1=I I I=1 I I=1 I I=1 3" MIN. COVER OF5;TF TING NONBEARI N( DETAL 6 THICKENED F-17GE ® 6ARAGF POOR DETA I L SLOPE 6 5 G5 REGE55 0 5LIDIN6 6LA55 DR. d . 6" GNU BLOCK — '° . ° SILL FORMED ON 517E a' ' (1) #5 FROM FT6. TO — ° ' BOND BEAM. SPLICE EXP JOINT TO BE MIN. 25" GROUT CELL 50LID SLOPE SILL FORMED ON SITE 3Y2" GONG. SLAB (2500 F.5.1) wl 6x6 - _ I 10/10 H.W.M. AND 6 MIL. m w I VAPOR 13ARRIER 6RA0E R4.1 FI -FOIL OR EQUAL OVER V4" FURR 9TRIP5 3)'2" GONG. SLAB W/ WWF OR FIBERMESH REINF. OVER b MIL. VAPOR BARRIER �. .e 'T° � �.• d_ —III—III—II � I� ' III—III—III—III-� I =1 I I=1 I I I I I � 1=1 I I=1 11=1 I .. ° . Q °... ' . • i ; : Z ' —III I—III—I I I • q .° .' d•: 9 .. .. � ° � -_III-1 I I—__III_ • • ... : ° � .° • ' ._. I-111—_— ' ° . —III ° .a.'. °°• . 4. -1 I I—III—I • • . III =1 EXT' JOINT :. °a ' 6 5P GSI _'' III__ A/C CHASE PVC SLE=1 I I� I I f=1 11=11 II 111 II I I- EVE E B Tw C DIAMETER OF PROTECTED FIFE EXTERIOR OUTSAING 4 56D POURED SILLS DETAIL CHASE DETAIL �, sca.er tms (0 WAMs NS I cw Ir o � Y2" GYP. BD. EA. 5117E OF 2x'5 016" O.G. STUD PLATE TIES 0 STUD TOP t BOT. (IF NOTED ON PLANS) FASTEN W/Ya "x5" LONG TAPGONS 0 2'4" O.G. AND 12" MAX FROM END OF HALL OLE55 NOTED FT. BOT. PLT. OTHERHI5E ON PLANS) IlT—III=1 11=I I I t.,. .. (, _� i I I—I 11=1 I I•': '• • d .. I_�_=1T_I—I I I— '—I '—III—III—III—I I —III—III—III I—III—III ''' 'I—III„IIf11111111111iIiIIIIII�TI�II I I"'III 81, 8u (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) HHERE 2ND STORY OCCURS FT6. SHALL BE I'-8” HIDE W (3) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON HALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARIN6 HALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS W" RM 8"x8" THICKENED11-x111=11=1 111=- 0,111C 1 I I_—I 11—' SLAB w/ (1) #5 CONT. 111—I TH 1 CKINED EDGE DETAIL 8" GMU BLOCK (1) #5 VERT. IN GROUTED CELL, FULL HT. (SEE PLANS FOR 1 LOCATION5) PROVIDE 30" MIN. LAP SPLICE 3 Y2" GONG. SLAB W/ HHF OR FIBERME514 REINF. OVER b MIL. VAPOR BARRIER ° d < �— BREAK FACE SHELL TO ALLOW FOR SLAB GRADE ° ROUT 50LID —I i I-1 11=1 I I BELow SLAB Dowty 11— TO FOOTING e. (I) #5 DOWEL H/ 15"12"xlb" CONT. CONT. HOOK (SEE PLANS °" FTG. W/ (2) #5 HORIZ. FOR LOGATIOWCONT. ON CHAIRS (3" ° MIN. COVER) DROPPED GRADE DETAIL scAIA NS deal 1/15 M ,4 m INTERIOR ., Yz" GYP. BD. EA. 51DE OF 2x4'5 0 Ib" O.G. %% C FASTEN H/YW6" LONG TAPCONS 4���w I � .� ,L GAtRAIGE 0 2 -8 O.G. AND 12 MAX FROM ,7 N O r not 2 1/4" END of HALL (UNLE55 NOTED 11 OTHERWISE ON PLANS) 11/2 ©copyright : MULHERN & KULP ffl STUD (PLATE TIES 0 51UD W Structural Engineering, Inc, } PT BOT. PLT. I TOP d BOT. OF NOTED ON PA PLANS) .. .. 4.. a °v a '. °. °.• a e'♦ ° a o ° DNe m W ° ° ° •q ° •� m -0 (2) #5 HORIZ. �- CONT. ON CHAIRS 10" I 10° Z (3" MIN. COVERT ca P3 a c' LU N Ico N• UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT •— CL c •— REQUIRED ON HALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE J ANCHORS AT BEARING HALLS PER ABOVE, VNL.ESS NOTED OT14ERHI5E ON PLANS � ROOTING B1A�RING DETAIL m N G�W179ET � M&K project number: 181-17018 8" CMU BLOCK BEYOND project mgr S D I R4.1 FI -FOIL OR EXTERIOR DOOREQUAL OVER '/a" drawn by G DV FURR STRIP5 *///"— risuedate: 06-29-17 MTL. THRESHOLD 3 Ya° GONG. SLAB w/ SET IN SEALANT MF OR FIBERM IL. REVISIONS: REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER date: INN: (SEE PLAN5) 09-25-17 MK 11-09-17 MK ,— — — ' —II —III—III—III '°''• 111-111=1II—IIT- ' 12-11-17 MK ' I I I_I I I—I I I_I I ' .' •. I—III—III—_I I I - '—I I I—III—Ill '" • • " ° I_L—III—I � i ' I—III—III—I I d ... ' I I—III—III GLEAN COMPACTED' 11=111-111 .1=I , FILL 0 45% STANDARD -11 J=III— I 11=1 DEN5ITY AND TERMITE 7111=1 I I TREATED I —III=11_7-111—III—I I'- MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. I'-O°L CONT. ON CHAIRS MIN. 63" MIN. COVER) CM WHERE 2ND STORY OGGUR5 FTG. SHALL BE 1'-4" HIDE w/ (2) #5 BARS_ ENTRY DOOR DETAIL S saAall NM 8" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FTG. TO PURR STRIPS BOND BEAM. SPLICE r" TO BE MIN. 30" 3Y2" GONG. SLAB W/ 6ROVf CELL 50LID HHF OR FIBERME514 REINF. OVER b MIL. PORCH SLAB cV :•: VAPOR BARRIER (SEE FLAW ° IF `I EXP JOINT — _-111—I I " I I—III-11= _I=—TTI=ILI=1 I 1=1 I I— 111= -III III—I I � GLEAN �_ I I T MONOLITHIC _ FOUNDATION H/ I I -`III I I I— COMPACTED FILL(2) #5 HORIZ. 0 g5% STANDARD I'-0" CONT. ON CHAIRS DENSITY I MIN. 0 1 MIN. COV% HHERE 2ND STORY OCCURS FT6. 5HALL BE 1'4" HIDE W (2) #5 BARS EXTERIOR HALL ® PORCH SLAB DETAIL WAUS N% LO J d UJ QJa Z p � o 0 O � } o �� g O � LL 00 0 SD 1 *0 (4)23/8'X0.113" R.5. TOE NAIL5 OVERFRAMIN6 ROOF 5HEATHIN6 VALLEY SET 23/8"x0.113" R.5. NAIL5 ® 6" O.G. OVERFRAMIN6 TRU55 (EDGE NAIL) 23/8'X0.113" R.5. NAIL5 ® 6" O.G. FA5TEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 .. END TO TRU55 BELOW WITH (1) 51MP50N MT512 — CLIP LMAIN ROOF TRU555 TYPICAL OYERrRAM I NG TYP I CAL TOP PLATE CONNECTION DETAIL B LAP 5PL I CE DETAIL A SCALE: N.T.S. SCALE: N.T,S. (1) #5 IN - BOND BEAM r—& — — — — — — — — — — — — — ---- I (1) #5 BAR IN PREGA5T LINTEL (2) #59 VERTICAL IN GROUT FILLED CELL. IN WALL5 GREATER THAN 30" oz WIDE, ONLY (1) #5 15 REQUIRED S (1) #5 VERTICAL IN 6ROUT FILLED CELL (IF REQ'D PER PLAN) I Hl ENTIRE COLUMN TO BE GROUT FILLED 0'�D" PROVIDE # OF DOWELS ® 5LA6 TO FIN. FL. OP PL 5 PLAN) v 14" (MIN) 14" (MIN) • REQUIRED AT ALL OPENIN65 GREATER THAN 36" WIDE 4 AT ALL OPENIN65 LOCATED WITHIN P3 SHEAR WALLS. • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (5EE PLANS). • DETAIL 51MILAR AT BOTTOM CORNERS OF WINDOWS. TYPICAL EXT. NALL 4 INT. SHEARWALL OPENING ELEVATION SCALE: N.T.S. 2x&12" P.T. CL OF OPENING CENTER BUCK Y2" DIA. J -BOLT* (5EE BELOW) 2X4 P.T. TDP BUGK 7 2X8 P.T. BUGK EACH 51DE OF OPENING PROVIDE (5) Y2" DIA. J -BOLT* W/ 5,V2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (0/2" x We," THICK WA5HER W/ EACH ANCHOR 05T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PACED APPROXIMATELY 24" O.G) MATCH VERT. BARS w/ 30 MIN LAP 5PLIGE * PROVIDE Y2" DIA. x 6 Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING CON5TRUGTION GAR,46E DOOR PERT. RE (NI=ORG I NG DET, I L K G,�RtGE DOOR BUCK DETAIL I L SGAL1.= NTS SCALA: NM SHEAF WALL WITH EDGE NAILING t BLOCKING PER PLANS, SIMP50N C516 5TRAP CENTERED AT CORNER OF OPENIN6 W (26) 2 1/2"x0.131" NAILS (26" MIN LENGTH) 2x4 HORIZONTAL FLAT BLOCKING. - INSTALL 2 BAYS IF FIRST 5TUD 15 LESS THAN 14" FROM EDGE OF WINDOW OPENING. 2x4 LADDER 13LOGKIN6 ® 16" 0 VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKIN(7 AT EACH ENC WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER TYP I CAL WOOD FRAMED NALL CORNER DETAIL FA5TEN 2x P.T. WALL PLATE/ END P.T. 5TUD TO GMU WALL WA" x 4" LONG TAPGON 5GREW5 ® 16" O.G. ® INT. 5HEARWALL END 2x INTERIOR WALL - 5EE PLAN 5HEARAALL INTERSECTION a ^L Il I1+a WPI /^L I uftIOT A 11 SCALE: N.T.S. ,:: SCALE: N.T.S. ALL LAP5 IN MA50NRY 25" -RUNNING BAR----i L #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SLAW: M �— BOND -BEAM ► ,,- ---C ONTIN. PREGA5T HEADER 8" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. —, CAST-GRETE WINDOW SILL, OR EQUIV. — POUBLE AINPOA MASONRY PIER DETAIL L SGALC= ►� I royl M BOND -BEAM �— I. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %(,"x4" TAPGON5 6" FROM END5 AND 16" D.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM.E06E OF BUCK. REGF55EP 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ OUT NAIL5 OR EQUIVALENT. PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHER5 IN THI5 HEADER GA5E. > 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAILS 5TA6GERED ® 12" O.G. EA. 5UGCE551VE BUCK. 4. MIXING OF IX AND 2X BUCK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET, 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2Y2'xO.131" NAIL5 ® 16" 0.0, FASTEN WINDOW TO 2X PER WINDOW BUGK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER H DOOR BUCK DETAIL SCALA= ►� seal: 1/15/2g)8 «�24m ol �. i gy 4 d" '70 Q copyright: MULHERN & KULP Structural Engineering, Inc. a� Jm � Z) a �co Z � • UJ OC N as JCL E) N y N I MW project number: 181-17013 project mgr: S D I drawn by: G DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W ==, LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REWIRED ALL APPL I GABLE AREAS THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PUNS. x M a LL 0 sheLt SD2*0 U1 J Wf� tai. o Ox w z } 2 0 0 d noQ LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REWIRED ALL APPL I GABLE AREAS THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PUNS. x M a LL 0 sheLt SD2*0 TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4" OUT5IDE 2)2X4'5 E06E 015TANGE 1" EDGE 1 1/2" EDGE 2 1/2" E06E PER DETAIL 3"x0.131 "x3" w COMMON LW II N II 11/2" I I 21/2 N I I 21/4" N I I 211 tv I I 3x0.131x3 I I Q IN510E 2X'sI I 3"x0.131 "x3" L I COMMON I PER DETAIL I I COMMON JkCOMMON i I OPP. 51DE V I I v I i z v I I 3"x0.131"x3" z II I I I I dI I COMMON II I I I I to I I OPP.51DE cs� D15TANGE 'a� I I 3"x0.131"x3„ I PER DETAIL COMMON (2)2X4'5 (2)2X6'5 (2)2X8'5 OPP. 51DE IN51DE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUT5IDE OUT5IDE NAIL5 NAILED AT 8" O.G. (2)2X'5 (2)2X GOLUMN (3) OR (4)2X COLUMN M E BUILT-UP STUD COLUMN DETAILS ALE� NTS 5EE DETAIL 20 ON 5EE DETAIL 21 ON STRUCTURAL PLAN5 FOR 5TRUCTURAL PLAN5 FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT 5HOHN HERE INFO NOT 5HOWN HERE FA5TEN EVERY OTHER 05B BLOCKING ® 48" 1-JO15T (w/ WEB 5LOGKIN6 A5 I-JO15T5 O.G. FA5TENED TO 2x \ / I-JO15T5 REQ'D) TO 2x 13LOGKIN6 w/ (1) -PER PLAN BLOCKING w/ (1) X -PER PLAN 51MP50N A35 GLIP 51MP50N A35 CLIP FA5TEN EVERY OTHER J015T TO GMU 9 FA5TEN VERY OTHER J015T TO GMU W 51MP50N HT5MI6 TN15T STRAP, w/ 51MP50N HT5MI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. FASTEN STRAP TO GMU w/ (4))/4" DIA. x 2 Y4" LONG TITEN 5GREW5 x 2 Y4" LON6 TITEN 5CREH5 2x6 FLAT BLOGKIN6 (BETWEEN I-JO15T 2x6 FLAT BLOCKING TO EA. 51DE OF - 16" MIN. LENGTH) FA5TENED DONN TO 05B BLOGKIN6 (16" MIN. LENGTH) GMU w/ (3) Y4 DIA. x 3,142" LON6 FASTENED DOWN TO GMU w/ (3) Y4" DIA. TAPGON5 ® EA BAY. FASTEN RIM x 3Y2" LONG TAPCON5. FASTEN RIM BOARD, THRU WALL 5HT6., TO 2x BOARD, THRU HALL 5HT6., TO 2x BLOCKIN6 w/ 3"x0.131" NAIL5 0 3" o.c. MAE BLOGKIN6 w/ 3"x0.131" NAIL5 ® 3" o.c. RETROFIT DETAIL >�IT�75 11ETA I L O I N I1 0 VOL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 56HEOULE GMU WALL BEYOND NOTE: MIN %6" WIND5TORM OR EQUIVALENT WALL 5HEATHIN6 TO BE U5E1? A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REO'D. EXCEPT A5 NOTED ON PLAN5 IN TWO STORY FRAME APPLICATION5. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOWN @.S�HEATHIN6 ELEV. DETAIL L SCA NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL 6.E. 5EE TYP. FOUNDATION SIMF50N ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRU5H GLEAN. HERE 3. FOLLON MANUF. INSTALLATION IN5TRUCTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EXI5T'6 LOCATED PER PLAN CL IN GROUTED CELL SLAB, EPDXY 4 DIVE I < #5 DOWEL, PROVIDE I - MIN. 30" LAP SPLICE I I I O I I 4. I I a I I—I I—I I—I I—I GRADE _ _ I I—III—III—III—I I. III—i I I—III—III ,"` • d . � '' I I—III--III--III-1' � � _,III—III—III 4 " 'a . �, "•' III—III—I —11T—T—III ' III1111 M 155ED DOWEL RETRO1 IT DETAIL SCALL= NTS SIM. ® GMU STEM POR DROPPED 6RVE 5EE DETAIL 56 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO CMU w/ 51MP50N HT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 56REW5 PROVIDE MOISTURE BARRIER PLATE (51MP50N T55 OR 51M) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRU55E5 0 EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Ys" LONG TAPCON5. FA5TEN BLOCKING TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAIL5 0 EA. END. 0 RETRD�IT DETAIL INSTALL ROOF CLIPS ROOF TRUSSES, SIMPSON R5P4 STUD ON OFF051TE FACE OF BEARING ON WALL NOTE: DETAIL ONLY WALL A5 STUD TIES AS WHERE NOTED ON FLAN APPLIES AT BEARING NECE55ARY NALL5 SUPPORTING SIZE. ROOF TRU55E5. KING TO SOLE PLATE SLAB FOUNDATION IST rLR. INTERIOR WOOD BEARING SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLL AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal ,71 ° 10 m d ® T E � gA Q copyright : MULHERN & KULP Structural Engineering, Inc. c .4) 81 co Z� wN i cn • N � _J N C CQ 4) N Q IV MW project number. 181-17013 project mgr: SDI drawn by: G D V issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK N '- W .=J 2 0 SIMPSON R5P4 STUD PLATE TIE A TOP 4130T. J OF 5TUD5, 5PACED PER REFER TO PLANS FOR REAPER PLAN (ALT. PER PLAN: SIZE. 05B SHEATHED WALL IN FASTEN TO KING W/ LIEU OF METAL TIE5) MIN. (3) 3"x0.131" NAILS OPENING IN BRO. WALL 2x4 (MIN) 5TUD5 * I6" O.G. (5EE PLAN5) OR A5 NOTED ON PLANS NAIL STUDS T06ETHER — — —�-r — — PERDETAIL M FASTEN P.T. 50LE PLATE N I I PROVIDE 51M PSODSP TO SLAG PER DETAIL TIE OR (U W8 S TRAP 3/5DI.0 U.N.O.ON PLANS BASE OF JAG K t O KING TO SOLE PLATE SLAB FOUNDATION IST rLR. INTERIOR WOOD BEARING SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLL AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal ,71 ° 10 m d ® T E � gA Q copyright : MULHERN & KULP Structural Engineering, Inc. c .4) 81 co Z� wN i cn • N � _J N C CQ 4) N Q IV MW project number. 181-17013 project mgr: SDI drawn by: G D V issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK N '- W .=J 2 0 sheet: SPNIV D26 J IN< Wx J LL 0 o a UJ 0 0 � a V- O ,- sheet: SPNIV D26 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 EXTERIOR WALL 5HT'G. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FA5TEN 50LE PLATE TO RIM RUN CONTINUOUS FULL HEIGHT -5EE PLAN FOR 5HEATHIN6 BOARD w/ 3"x0.131" NAIL5 ® 6" O.G. AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO OF WALL FROM BOTTOM OF RUN GONTINUOU5 FULL HE I Y8" FULL DEPTH 05B BLOCKING RIM To DOUBLE TOP PLATE OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL (15T BAY ONLY) FA5TEN 50LE PLATE TO RIM w/ RIM TO DOUBLE TOP PLATE FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (5) 2 Y2"x0.131" ® 3" O.G. INTO 3"0.131" NAIL5 ® 6" O.G. 4 5HEATHIN6 #8 5GREW5 OR (5)2 Y2'x0.131" NAIL5. SOLE PLATE TO RIM w/ 2 2"x0.131" NAIL5 0 6" O.G. 2 Y2'x0.131 ® 3" O.G. INTO 50LE PLATE Ya (MIN) 055 RIM BOARD I -JOISTS " I -JOISTS I Ys (MIN.) OSB RIM BOARD. � FASTEN TO EA. 1-JO15T ® TOP 8 x -PER PLAN BOTTOM CHORD wl (2) 3Ya x0.131 -PER PLAN FASTEN RIM TO EA. BLK6 NAIL5 PANEL w/ (3)3 Y4"x0.131" NAIL5 MIN. 2 Y2"x0.131" m 3" O.G. INTO RIM2 Y2'0.131" ® 3" O.G. INTO RIM .' BOARD 9 . . BOARD \__FA5TEN EVERY 05B BLOCKING TO FASTEN RIM TO GMU BOND FASTEN EVERY OTHER I -JOIST (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 BEAM w/ 5IMP50N HETAI6 BLOGKIN(v BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 (48" O.G. MAX) EMBEDDED STRAP ® 24" O.G. w/ (1) 51MP50N HETAI6 (48" O.G. MAX) EMBEDDED STRAP ® 24" O.G. 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 CONT. 8" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. $ HORZ. REINF. 5PE05 4 HORZ. REINF. 5PEG5 n:20 SECTION @=EucTION SCALE= S/4"=I=-0. 9/4"¢I'-0" * PROVIDE 50LID SHIM BETW'N BLK'6 8 CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2' FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. I-J015T5 -5EE PLAN WALL GON5TRUC1 PER 5TRUGTURAL PLAN 2x EXTERIOR WALL ® 5TAIR5 FA5TEN FLOOR SHEATHING OR 2-5TORY 5PAGE TO BLOCKING w/ 2Y2"x0.13I° -5EE PLAN FOR 5HEATHIN6 NAIL5 @ 6" O.G. AND CONNECTION 5PEG5. _ FA5TEN SOLE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANCHOR BOLT5 ® 4'-0" MAX. PROVIDE II MIN. (2) PER PLATE AND MAX 12" II FROM EA END IUI FA5TEN EXTERIOR 5HEATHIN6 TO 2x PLATE w/ 2 Y2'x0.13111 1,146" 05B BLOGKIN6 EVERY NAIL5 ® 3" O.G. OTHER BAY OVER 5HEAR WALL FA5TENE0 w/ (2) 51MP50N A35 8" GMU BOND BEAM w/ GLIP5 AT EACH BLOCK (PERP) (1) #5 BARS GONT. OR I Ye" 05B RIM FASTENED w/ (1) L5IMP50N A35 CLIP 0 16- O.C. 8" GMU WALL --_ OVER 5HEARWALL (PARALLEL) (5EE PLANS) 22 is!; CTI4 "�I'LE: 8/-0" FASTEN ROOF 5HEATHIN6 TO seal; J L` D w 2x BLOGKIN6 w/ 23/8"X0.113" R.S. NAILS ®6"O.G. 2x6 BLOCKING IN EA. TRU55 BAY 2x4 GATS ®ib"O.G. W FA5TENED TO EACH GRO551NG FA5TENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ ROOF TRU55E5 Q R 4'd� i�d 9'b num • �`w`` ,�@� Q 5TUD w/ (3)3 Y4"x0.131" NAIL5 TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ 23/8"X0.113" (3)3Y4"x0.131" 24"O.G. ©copyright : Mructur l & KULP Structural Engineering, Inc. TO BOND BM. w/Y2" DIA. ANCHOR - TOENAIL5. PROVIDE (1) R.5. NAIL5 ® 4"O.G. TOENAILS EACH END MIN. (2) PER PLATE AND MAX 12" Q. 51MP50H H3 CLIP 2x INTERIOR WALL @ 5TAIR5 OR J „ 2-5TORY 5PAGE. IN510E FACE OVERHAN65 > 12" T .Cm ,ate x x MASONRY %11. PROVIDE FURRING 3. c 5EE DETAIL 20 m E + MATCH DRYWALL = _ x z� x FOR ADDITIONAL 6YP5UM BOA 1'4' MAX 2'-0" MIN a� J' a v cn cn L N (D N a CONNECTION INFO 4 FA5TEN ROOF 5HEATHIN6 TO PER ARCH FOR i (A) 3 Y4"x0.131" 5HT6. FA5TENIN6 FA5GIA WITH 23/8"X0.113" R.5. FIREPROOFING i i � NAIL5 NAILS ®6O.G. BE6" SHALL GABLE END VERTICAL WEB CONT. 24" MIN 1 IM,4NUF.N6 A5 REQURIED . ONTO ROOF I -JOISTS BY TRU55 -PER PLAN cs X. HANGER 2x FA5GIA -BY TRUSS MANUF. -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4'xO.I31" TOENAIL5 @ 12" 2x 5HEAR WALL 5GHEDULE ON PLANS FOR O.G. CONNECTING BOTTOM - 5EE PLAN FOR GONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE 5PEGIFIGATION5. FASTEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF PROVIDE 2x4. BLOCKING VERT WALL REINF: TO 8" GMU BOND BEAM DOUBLE TOP PLATE w/ GABLE END TRUSS TO TOPL 2x4 BRAGS w/2x4 ®48" O.G. FIRST (3) EXTEND INTO BOND BEAM W1 (U #5 CONT. . (3) 3 Y4"x0.131" TOENAILS PLATE WITH 51MP50N A35 T�BRAGE, SPACED ® O BAYS OF ROOF GLIP5 @ 32" O.G. 4'-0" O.G. MAX. FA5TEN TRU55E5-GUT TO FIT 8" REINF. GMU WALL 2x4 TO 'T' w/ 3 A "x0.131" T16HT BETWEEN TRU55 -5EE PLAN FOR VERT. FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BOTTOM GHORD5 4 HORZ. REINF. 5PEG5 BRACE TO DBL. TOP � SECTION r. nu"_nom" flET, 11. `` �jt*J' \\ SCALE= 5/4"04" ff /213 I x 50N' H2.5A 4 TOENAIL5) 4 A I FETA I L rJ" I �" 8/4"■I'-0" LL TO BLOGKIN6�w/5GREN5 /NAIL5 ®6" O.G. SECTION M&K project number. 181-17013 project mgr. SDI drawn 4: G DV issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD N Q Z �i LETTERED DETA I L5 ARE TYP I GAL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG 1 E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THE5E NHERE 5PEG I E I GALLY INDICATED DETA I L5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. m< F* seal; J L` D w "y .,fid � W .A'T � 1 Cay Q R 4'd� i�d 9'b num • �`w`` ,�@� Q FASTEN 50LE PLATE OF 2x WALL ©copyright : Mructur l & KULP Structural Engineering, Inc. TO BOND BM. w/Y2" DIA. ANCHOR - BOLT5 ® 6-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" Q. FROM EA END 2x INTERIOR WALL @ 5TAIR5 OR J „ 2-5TORY 5PAGE. IN510E FACE OF DRYWALL 5HALL OVERHANG/ .Cm ,ate MASONRY %11. PROVIDE FURRING 3. c ON IN51DE FACE OF MASONRY TO m E + MATCH DRYWALL ? z� + N� UJ4r N a� J' a v cn cn L N (D N a SECTION M&K project number. 181-17013 project mgr. SDI drawn 4: G DV issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD N Q Z �i LETTERED DETA I L5 ARE TYP I GAL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG 1 E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THE5E NHERE 5PEG I E I GALLY INDICATED DETA I L5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. m< F* J L` D w � W 0 Q sheet: SD2o2