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3872 Saltmarsh Lp 18-754 (a)INDEX GENERAL NOTES: FL 0.1.1 SLAB PLAN'S' 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FLOOR PLANS'S' BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPON IBILITY FOR ERRORS THAT ARE NOT REPORTED TO HE BUILDER. 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 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 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 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 REVIEVi Df;nd00N FCOMPLIANCE NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP PLANE EXAMINER q 10 SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS AR10 P-BVILIPINQ�Di►v� sly IN ACCORDANCE WITH ASTM C 926. THE WEEP AOFRMITISSUED SHALL. BECONSTRUEDTOBEa SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES L1 UTHORIITYTOva�TE CAGE °ATERORSET ABOVE THE EARTH OR 2 INCHES ABOVE PAVED 001) $ANY SHAL HE SSUAINICEOFAPER TECHNICAL PR T AREAS. THE WEATHER RESISTANT BARRIER SHALL THE UIRIN il.t�CORING R CORRECTION FROMERRORS THEREAFTER LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH 4�'�U4RIN% A rw.ORREC"iION OF ERRORS IN' PLANS, 0ONSTRUCTION OR VIOLATIONS OF THIS CODE SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. ;6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS COMPACTION "BEST INSTALLED OVER WOOD BASED SHEATHING SHALL REQUIRED INCLUDE A WATER RESISTIVEVAPOR PERMEABLE Results to be Verified BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D atSlab Inspection PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. #18-754 NFORD .. ...: ...... •�"•w..u..i. w,yeNon .kmaw+ ..,,e.a; wnvNa;Wr .l+Mtwluwei' W rw•.u.xrsl ru.:...... �.._..._, .+aKewuVN" E ik j REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS E N,, ,, HEATED S.F. m N m MULHERN+KULP TOTAL GARAGE residential structural engineering -.0m m ELEVATION'S' A 1258 20 South Maple Street, Suite 150 • Ambler, PA 19002°® 411 p215.846.8001 • mulhemkulp.com ��®®®® my ®R v N Z Q ndh�s J =a- ird L10M :bd er6on E ik j REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION'S' 1002 1258 2260 411 48 80 539 v N Z Q J a LOT 28 CZ ....d 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. 0 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: Z Q J J W r a W w W N v N Z Q J a SHEET N0: FL T=1 GENERAL FOUNDATION NOTES: - 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. - 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 EO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS ;C T CC FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 28'-0" 16'-0" 10'-0" 2'-0" 7141 20'-8" 28'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 2'-2" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J PATIO SLAB W V a y =, a W� REINFORCE PER LOCAL O <O Q N N N Z a CODE AND ENGINEER'S o �? SPECIFICATIONS co 00 T MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. N_ T VERIFY UNDERSLAB-- N CONDUIT AT KITCHEN ISLAND ... ...._.._..._.._.. ------ ----.....—.—....... ...... ....... Ii . .......... . •.....•...•. i � T 7'-10 1/4" 9'-11 1/4" 10'-21 /211 M M ......... .,,.. ...... W:::.:..:.:.:..:..:..:... ...._........_. kt .T... .....::::. . M -? r T ......................................... ................:...... , C\%j .... I I L -1 ....:: f:..::::::.........::::,.::. W �J N / Y .......... F2 ................. 0 8'-011io 1 17'-0" 3'-0" 20'-011 L W j o.. 0 PORCH SLAB t -1 a 0 -4 REINFORCE PER LOCAL CODE AND ENGINEER'S CO SPECIFICATIONS � N ao " i T T GARAGE SLAB 1'-4" 4'-8" 1'-4" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 0 1 Fi 7141 20'-8" 28'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 2'-2" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J J W V a y =, a O <O Q N N N Z a J am 0 SHEET N0: FL 0.1 .1 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN T� BRICK VENEER ININORM 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND FLOOR 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22".1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 28'-0" i_ FIRST FLOOR PLAN ELEV 'S' 1 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT G N 8 4 MULHERN+KULP residential structural engineering T E ®•P 20 South Maple Street, Suite 150 • Ambler, PA 19002 R 9 •. P 215.646.8001 • mu/hemkulpeom MuKm + 1G1p Aas �ler�d thb plan fa mudire a"y rd hn ��a.ya�ra�uoo�aeoo�aa , ISSUE DATE: 28'-0" 10.02.17 FOR 14'-11" 5'-5 1/2" 3'-8" 6-9 1/2" REVIEW Rnt; cN ;n -n GN i SECOND FLOOR PLAN ELEVS'- J J 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT fA 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: Z Q J J LIJ fA Q 2 94a O ', o l0 0 N LL N Z a J am SHEET NO: FL 1.1 2ND FLOOR PL. HT. 2ND FL. WDW. HT. 2ND FLOOR FIN. FLR. 50 1 ST FLOOR PL. HT. 1ST FL. WDW. HT. _ 1ST FLOOR FIN. FLR. BUILDING SECTION S i I 1/4 = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q ®" J MULHERN+KULP :° ° $24°� W residential structural engineering ® a pryer 20 South Maple Street, Suite 150 •Ambler, PA 19002 0 °° T - OF ✓ P215.646.8001 • mulhemkulp.com W R�,�� N to N ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J J W C) a z. 0 O W Co N N Z Q J a 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 I if 0 ON ELEVATIONS 2ND FLOOR = 7 -1 U.N. . 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. x w 0 0 R e N r N i FRONT ELEVATIONS' 1 1%, " = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5C� 12 �5 FASCIA E16 1 / VVI 6" FRIEZE 2ND FLOOR PL. HT. 2ND FL. WDW. HT. I�� E17 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. _ 1ST FL. WDW. HT. 8" �I SMOOTH L� — COACH LIGHT PER BUILDER 4" r� SMOOTH E , 19 n GLL _ 1ST FLOOR FIN. FLR. 14%0° F m o.4 MULHERN+KULP residential structural engineering•. -c,; TA _ 0111°izz `, 20 South Maple Street, Suite 150 • Ambler, PA 19002 -c)�` ;• p� P p,n•Go�% p 215.646.8001 • mulhemku/pcom� , " ° R, ' ��° �° Maude+l*ii euurWreod WW ndeaAewed uycAherNdamptlon e�edmetlkrdsdphks. Oct E ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z ELEVATION KEYNOTE LEGEND Q 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 STUCCO TRIM U STUCCO SMOOTH SAND FINISH U.N.O. x w 0 0 R e N r N i FRONT ELEVATIONS' 1 1%, " = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5C� 12 �5 FASCIA E16 1 / VVI 6" FRIEZE 2ND FLOOR PL. HT. 2ND FL. WDW. HT. I�� E17 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. _ 1ST FL. WDW. HT. 8" �I SMOOTH L� — COACH LIGHT PER BUILDER 4" r� SMOOTH E , 19 n GLL _ 1ST FLOOR FIN. FLR. 14%0° F m o.4 MULHERN+KULP residential structural engineering•. -c,; TA _ 0111°izz `, 20 South Maple Street, Suite 150 • Ambler, PA 19002 -c)�` ;• p� P p,n•Go�% p 215.646.8001 • mulhemku/pcom� , " ° R, ' ��° �° Maude+l*ii euurWreod WW ndeaAewed uycAherNdamptlon e�edmetlkrdsdphks. Oct E ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J J W V (/1 Q = O i 0 F� > J N w N Z a J am C SHEET NO: F L 5.1 ° % 0 4 °° ®` MULHERN+KULP ' residential structural engineering '] ` E F °°� " 20 South Maple Street, Suite 150 • Ambler, PA 19002'1� , ���� p215.646-8001 mulhemkulp om y ' • rr �o e aunem+rulpharaakwed aiyeidha riotmt ed.ydierYftmft id�dedaotherdx0 a• W ELEVATION KEYNOTE LEGEND T 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 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. ° % 0 4 °° ®` MULHERN+KULP ' residential structural engineering '] ` E F °°� " 20 South Maple Street, Suite 150 • Ambler, PA 19002'1� , ���� p215.646-8001 mulhemkulp om y ' • rr �o e aunem+rulpharaakwed aiyeidha riotmt ed.ydierYftmft id�dedaotherdx0 a• W 601 T J J 11 hl a 0 .............................. ................................................. ....:.................................................. ........................................................................................................................................................ ......................:....................................................................:.........................".............................................. ......................................................................................................_........... N E16 oC a J a 1 12 101,E16 1 ................. ........... ........ ..". ... ................ - .......... ................................................................................................................. ...... .......... ... .... ....... ................................................................................. N 3.5 — — — — _ — — — — — — — — — — 2ND FLOOR FIN. FLR. — — 1ST FLOOR PL. HT. E22 1ST FL. WDW. HT. ., =s: 1ST FLOOR FIN. FLR. RIGHT ELEVATION'S' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-011 AT 11 " X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: IZ Q J J V hl a 0 o > N W N Z a J a SHEET NO: FL 5.1.1 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 19.20 int BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS N 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 1311 SF 314.72 int 629.44 int AREA 2 141 SF 33.89 int 67.79 int AREA 3 80 SF 19.20 int 38.40 int 0 8 4 MULHERN+KULPw residential structural engineering . . .�. 20 South Maple Street, Suite 150 •Ambler, PA 19002 �wlhr r i badwdl�lY�r. ROOF PLAN'S' 1 1/411 = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 'E ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J J LLI 0Q_Z J 6 0 LL 00 N it N Z a J am 0 w T J. Z CZ l . 1 LL - +AI/ W ...J 2 O PATIO W Z Z 0 � ° uvi a WP/GFI AT A/c COND. ISSUE DATE: 10.02.17 FOR WP/GFI rnw r , o REVIEW Q ¢ Z o o m \ 3 REVISIONS: a / ow Q� m Q q �° Uj M H m ° Z W V I� J DINING / \ LL Uj wj CC Mo `� o M S 9'-4" CLG. M. B E DCE c ° _ ~ S g Uj a 4 W w a a ' \ TV � 8'-1" CLG. LOFT :- g w 0 Y 1 � ° � FAMILY 8'-1" CLG. \ 9'-4" CLG. TV STANDARD ELECTRICAL BOX HEIGHTS GFI-.`_ / / \ These drawings are the ___GFS 1.....................................................:......... ° n.......... � - � / 1' property of Starlight to be WALL CABINETHomes and are not �............. ..............� 1 L......:...I utilized for construction or cc ....: KITCHEN ,� co copied in part or in whole without permission from ° �_ ___ - 3 3 `� /' �N the builder. ©2016 Starlight Homes W__ ____ /" 17R N W ....................................... I� n-.-.--- I .-. t......... �...... 4 __ _ =� / / /1VI. BAS I x LA s -1 CLJI ...._ li �I _...._. { HVAC ..— .......... --- --- LAST REVISION cc BA 2 8'-1" CLG. ' ' _.._...- Z u I �� FcH R - TO�.......... / L-5.acc' . �.............-........... �.:.� " BED 2 :rv- ... ... ....... LIGHT ABOVE -7 BA 3 -- 30" HIGH VANITY y = O BASE CABINET CABINET in . r 9 -4 CLG. I _..-....., :.: ,� I /.:.::::::•::::::. .—..... . ................................ r I _ �� / 8 -1 CLCa ::...;::::.: LAST SAVED BY: I I ..........::...:..::...:.::...:::.. WIC - m I I ✓ to c, O co I -?-..-..... 18'-1" CLG... I I KEYLES I I -.:.-...-...-..:..-...-... \ --� - _.. 91-91, ® �p �O 1 1 I ' �!� ...-_..=.� SERVICE PANED - - - ELECTRIC METER I LIGHT IN I I ATTIC 1 I I _~~ TO :...::::.... -" TCf _ - SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES I L_::....-::-.....::::::......::::::............::::::.....:::....:::::.....-:::.....:::::.....::::::...:::::.....::::::-....:::...::......I OVER BATH CABINETS OVER KITCHEN CABINETS. TELEPHONE/ J NOTES: WH WP/GFI SERVICE WP/GFI / PANEL 3 \ TELEVISION SERVICE BOX W PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. I ~' D �.. ® '`f PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL / �, -~ WP/GFI CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES: ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.- "SUITABLE OR DAMP LOCATIONS." FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED FOR WET "CE ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. / CONTRACTOR ' 8'-1" CL a - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. / GARAGE / I BED 3 J (NFPA) PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL /- i _ _ _ - O 4 8'-1" CLG. �l1/1 C__ _ 81 1" CLG. BED 8'-1" CLG. 4 D. CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �~ I ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. KEYLESS KEYLESS PIO RICH I 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. GDO I O F... (DEDICATED CIRCUIT) - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNIT MUST BE / I I N HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP: CM LEGEND: DUPLEX OUTLET CEILING MOUNTED INCANDESCENT CHIMES LIGHT FIXTURE L� PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI 1 tOV SMOKE DETECTOR O � v CEILING FAN (PROVIDE ADEQUATE SUPPORT) I I WP/GFI DUPLEX OUTLETHARDWIRED AND INTER- WALL MOUNTED INCANDESCENT SD CONNECTED W/ BATTERY GROUND -FAULT CIRCUIT -INTERRUPTER LIGHT FIXTURE BACK-UP � /� 4/ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE I............................................................. ..... .....................................................•.......................... .................................................. . ...... .... .......... ........ I GFI DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE CO2 DETECTOR NTER OR CEILING MOUNTED L.E.D. FIXTURE HARDWIRED AND INTER- //T\\ (PROVIDE ADEQUATE SUPPORT) — © HALF -SWITCHED DUPLEX OUTLET (VP) = VAPOR PROOF CONNECTED W/ BATTERY HALF-SWITCHEDBACK-UP 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) O THERMOSTAT �® GAS SUPPLY WITH VALVE FIRST FLOOR UTILITY 1 S 1 SECOND FLOOR U ' PH TELEPHONE Q REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION HOSE _ �% 1/4 = 1 0' AT 22 X34 LAYOUT 1/8 _ 1 -0 �� AT 11 X 17 LAYOUT V' �� �� 1/4 = 1 -0 AT 22 X34 LAYOUT 1/8 = 1 -0 AT 11 X 17 LAYOUT (VENT TO EXTERIOR) � TELEVISION WALL SWITCH 3 THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC METER �w 1/4^ WATER STUB OUT SHEET NO: © ELECTRIC PANEL 4 FOUR-WAY SWITCH WALL SCONCE TECH HUB SYSTEM y DISCONNECT SWITCH FIL 6.1 ®�®CN�Q��9ff6 CD ® ° MULHERN+KULP' N residential structural engineering F I �,,. 20 South Maple Street, Suite 150 • Ambler, PA 19002 n ®� • ��� ° . d . m ....1 T p215.646.8001 mulhemkulp.com v1 �� �� ���,� Mil.m+IW¢hs �u�duemyudlw not rcikwca �raaer Ydonndon rd�0eam olha mtgi'es. ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING These drawings are the y HOUSE WRAP property of Starlight „ — EXTERIOR SHEATHING 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 -------------------- RIM JOIST Z -FLASHING LAST SAVED BY: HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK a a J -CHANNEL STUCCO STOP 5/$" TEXTURED STUCCO OVER BLOCK a O w • N N HORIZ. BOARD SIDING DETAIL W/ Z STUCCO @ PERPENDICULAR TO a J WALL FL. TRUSSES p„ 1 3" = 1'-0" AT 22"X34" LAYOUT = 1'-U" AT 11" X 17" LAYOUT SHEET N0: D-1 CONNECTION SPECIFICATIONS (TYP" U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/13LK'6. (1) NAIL ® 4" O.C. (1) NAIL o 4" 0.6. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 6" ox. TOENAILS 0 b" 0.0 BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" ox. NAILS 0 16" ox.. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" ox.. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTING WALLS (2) NAILS (2) NAILS • 2i'2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Window $ boor Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G N O END ZONES 6' Garage Door it � +25.1 P5F/-28.4 P5F Q +24.1 PSF/-26,8 PSF Window $ boor Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONE5 END ZONES 6' Garage Door +25.1 P5F/-28.4 PSF +25.1 P5F/-28.4 P5F 16Garage Door +24.1 PSF/-26,8 PSF +24.1 PSF/-2b.8 P5F 10 50FT. +28.8 P5F/-31.2 P5F +28.8 P5F/-38.5 P5F 20 SOFT. +21.5 PSF/-21.1 PSF +21.5 P5F/-35.1 P5F 50 SOFT. +25.6 PSF/-28.3 P5F +25.8 PSF/-32.5 P5F 100 SQFT. +24.5 PSF/-2b.q P5F +24.5 P5F/-2l.q PSF 500 SOFT. +21.5 P5F/-23.1 P5F +21.5 P5F/-23.q PSF mEnd Zone i5 defined as the Smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. FLOOR FRAM I NO • I-JOISTS/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGER5 SHALL BE SPECIF=IED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE 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 E06E5, FASTEN 5HEATHING TO FRAMIN6 MEMBERS W/ GLUE AND 3"x0.131 NAILS 0 b" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � 5HEAR l! ALL SHEATH I NCS SPEG I F I GAT I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REG2UIRE5 5HEATHING AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION 5YMB0L SHEAR PANEL SPEC. 1/16" PLYWOOD OR 055 FASTENED W/ PI 2Y2 x0.131 NAILS ©6 o.G. ALON6 PANEL EDGES AND 12"o.G. IN THE PANEL FIELD. 1116" PLYWOOD OR 0513 FA5TENED W/ P3 2Y2 "x0.131" NAIL5 @ 3" O.G. ALONG PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHING REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W/ 7/16" PLYWOOD OR 055 FASTENED w/ 2�"0.131" NAILS 0 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) 1. ALL PANEL EDGE5 5HALL OCCUR OVER FRAMING OR 2X BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHING SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 5HALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"0.131" NAIL5 ® 16"o.c. USE (S) 3p2"x0.131" NAIL5 e EA. LAP 5PLIGE. (TYP. U.N.O.) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENING5. 6. SEE ARGHITEGTURAL DRAWINGS FOR ADM WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALL5 GON5I12ERED FOR SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINT5 SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHING SHALL BE 7116" MIN. 0513/PLYWOOD 5HEATHING 241br EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2%"4.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o 6" O.C. 0 PANEL EDGE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDOE5, VALLEYS, 4 HIPS, PROVIDE BLOGKIN6 ALONG PANEL ED6E5 4 FASTEN W 2Y2°0.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDIN65 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 MTW12 AND (2) 3"x0.131" TOENAILS TO EAGH TRU55 BETWEEN. • ALL METAL HANOER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. •SUPPORT PORCH 4 SHORT SPAN ROOF TRUS5E5 W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION LENGTH CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 5ST13Ib A.B) (2)2x6 HD -2 51MP50N M5TGbb STRAP TIE (24" END LENGTH) (M5TGb(bB3 ALTERNATE) < 15' 51MP50N H2.5A 51N6LE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD INALUNOOD BEAM 2 2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP 1.6E SHORT > 15, 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5'xq5' AFP I.6E SHORT 51146LE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARIN6 ON GMU WALL (2)2x1212 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL SPAN HEADER ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 1_15TED ABOVE. HOLO -DOWN SCHEDULE SYMBOL SPECIFICATION HD-1 51MP50N HTT-4 HOLD-DOWN (W/ 5ST13Ib A.B) (2)2x6 HD -2 51MP50N M5TGbb STRAP TIE (24" END LENGTH) (M5TGb(bB3 ALTERNATE) 3.5"x5.5" AFP I.bE SHORT LEGEND • ® INTERIOR BEARING WALL • - - - BEARIN6 WALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL • I : ' : i EXTENT OF OVERFRAMING INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE50RIPTION (2)2x6 2x6 5PF OR 5YP #2 W/ H4X6 3.5"x5.5" AFP I.bE SHORT -v 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x8 2 2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP 1.6E SHORT z 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3.5'xq5' AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE ���VSIJ 41� ®0 SPAN HEADER (2)2x1212 5PF OR 5YP #2 W/ H4x10 3.5"xq.5" AFP I.6E SHORT Structural Engineering, Inc, 1/2" PLYWD FLITCH PLATE SPAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODU6T5 (AFP) I.6E 5HORT5PAN HEADERS MAY BE 5UB5TITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. 2, AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIE5: E = 1,600,000 psi, Fb = 1,500 psl, Fv = 115 sl, Fc -perp = b50 psi. 3. AFP 1.6E 5HORT5PAN HEADER5 MAY NOT B SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HA5 BEEN DE516NED IN ACCORDANCE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION IbOq) LATERAL DE516N REQUIREMENTS AOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G Mbf-'KINb KIUC-2r 5T JAME5 GRO551 N6 5HEARWATER E5TATE5 WYNDHAM P RE5ERVE - BRI55ON E. ,ANY COMMUNITY NOT LISTED HERE REOU I RE5 FORMAL EVALUATION &APPROVAL FROM L ERN ff KULP STRUGTURAL EN6INFERIN6. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 PSF DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN65TAIR5) = 30 P5F ® 5LEEPIN6 AREAS = 50 PSF ® 6ARA6E DEAD = 10 P5F (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED R15K GATEC70RY 11 GENERAL FRAMINO • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP 'STUD' GRADE LUMBER 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 Ib" O.G. (MAX). ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED 0 24" O.G. (MAX). 51N6LE TOP PLATES ALLOWED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, 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). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3 -ROWS OF 3"4.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 R0W5 OF NAILS FOR 2x64 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS 0 Ib" O.G. 5TA66ERED, APPLY NAILING FROM BOTH F=ACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO GONNEGTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 7/I6" 05B FASTENED W/ 2Y2"x0.131" NAIL5 ® 6" O.G. 0 EDGE5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID 13LOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/13EARIN6. • EN6INEERED 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,Ox10A9 psl • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FA5TEN PLIES T06ETHER WITH 3 ROW5 OF 300.131" NAILS o 8" OIG OR 2 ROW5Y4"x3Y2 51MP50N SD5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SCREWS 2" FROM EDGE, SOLID 3y2" OR 5Y4" BEAMS ARE AGGEPTABLE, USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" SIMP50N SDS SGREWS (OR b %" TRU55LOK 5GREW5) ® lb" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 50REW5). LOCATE TOP AND BOTTOM 5CREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD P05T5 5HALL HAVE 5IMP50N P64Z/EP64Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU WALLS SHALL BE PRE5ERVATIVE TREATED AND FASTENED v4/y4'1 DIA. X 4" LONG TAPGON5 0 24" O.G. U) sealG.d W � -v ®' ^ 4 O � s z �a 0.p ,- I~ 0 9 J LL. leis ,y 0 ���VSIJ 41� ®0 © copyright ; MULHERN & KULP Structural Engineering, Inc, w d U 2 o m c a z� W N O i4E = �o C% co g D� L a M&K project number. 181.17014 project mgr: S D I drawn by; G D V issuedate. 07-06-17 REVISIONS: date: initial: 11-09-17 MIK 12-11-17 MIK U) W I -- O z z J J LL. 0 LLJ :D w d U 2 o W N O sheet: 28'-0" 101-011 -21-0111- SDI.O PORGH SLAB - 3 1/2" GONG. SLAB ON GRADE I (2500 P51 MIN) w/ bxb-WI.4xWl.4 I ry MESH OR FIBER MESH ON 15% GOMPAGTED FILL OR VIRGIN 501L I LU 1 I 8 I 5p1.0 I 5DI.0 I t HOLO -ROAN SCHEDULE SYMBOL C HD-1 � 0 SIMPSON M5T6bb 5TRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) 28'-0" 101-011 -21-0111- SDI.O PORGH SLAB - 3 1/2" GONG. SLAB ON GRADE I (2500 P51 MIN) w/ bxb-WI.4xWl.4 I ry MESH OR FIBER MESH ON 15% GOMPAGTED FILL OR VIRGIN 501L I LU 1 I 8 I 5p1.0 I 5DI.0 I t yolt� D2. 2'-411 Ib' -0" 20'-8" 28'-0" 01 5LA13 �OUNPATION PLAN 22x34 SCALE: 1�4 =1'-0" ELEV5, 51 T, 11 U 11x11 SCALE: I/8 -I -0 2'-4" /i TERMITE PROTECTION - 5ENTRIGON (A5 CHOSEN B'( BUILDER) I. TERMITE PROTEGTION SHALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED SUBCATEGORIES. 2. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E 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 U51N6 A NON-GORRO5IVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51PE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DI5GHAR6E AT LEAST I FOOT (305mm) AWRY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF HOLO -ROAN SCHEDULE SYMBOL 5PEGIFIGATION HD-1 SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A,B) HD -2 SIMPSON M5T6bb 5TRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) O., Z J z LL 5.6.0, RECESS PER Ld o� MANUF, INSTRUCTIONS z� a0 o z GONGRETE SLAB: 0 LL N O 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) W bxb-WI.4xWl.4 MESH OR FIBER MESH OVER b MIL. POLY ON 15% GOMPAGTED FILL OR VIRGIN SOIL SEE BLOGK PLAN FDR - N VERTIGAL BAR LOCATIONS I I sDl.o I I I SD1.o m 131-21114'-10" I I o I= N 20"x20"x20" GONG. 4 FTG. 0 HD 5Df.0 HD -I 5 8'-1 1/2" 5D1.0 IQ' -10 1/2" 8 PROVIDE Y4" DIA. x 5" LONG 5D1.0 I - TAPGON5 @ lb" OL. L ® REAR OF GARAGE I _ _ _. _ 2 Lu 5D1.0 I GARAGE SLAB: 3 112" GONG, SLAB ON GRADE Y (2500 P51 MIN) W bxb-WI.4xWl.4 MESH OR FIBER MESH OVER b ' o I ' o I MIL, POLY ON Q5% COMPACTED N I— I —� 5DI.0 r — FILL OR VIRGIN 501E L —J 24"x24"x8" PAD FTG. I o � b I I � 2 5D1.0 yolt� D2. 2'-411 Ib' -0" 20'-8" 28'-0" 01 5LA13 �OUNPATION PLAN 22x34 SCALE: 1�4 =1'-0" ELEV5, 51 T, 11 U 11x11 SCALE: I/8 -I -0 2'-4" /i TERMITE PROTECTION - 5ENTRIGON (A5 CHOSEN B'( BUILDER) I. TERMITE PROTEGTION SHALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED SUBCATEGORIES. 2. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E 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 U51N6 A NON-GORRO5IVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51PE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DI5GHAR6E AT LEAST I FOOT (305mm) AWRY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF 1 GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING GODS. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE5I6N5 ARE AL50 ADEQUATE FOR ALLOWABLE SOIL BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORK0510N-RESISTANCE GOMPATIBILITY OF HARDWARE $ FA5TENER5 IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51: .... FOOTINGS 2,500 psi: ..,.. 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55_ THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 1596' GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" 0,C) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA, • HOOKS SHALL BE PROVIDED AT D15CONTIN000S END OF REINF. • GROUT SHALL BE ASTM G41b F'c=3000 PSI w/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1100 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • �REINFORGED GMU GORE5 (AS INDIGATED 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 REINFORGEO GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTIGAL REINFORGEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN BUILDERS TO VERIFY. seal: I/IgQJ8 00 4 p T� - a� aD��q��"«�®�°� m ®0 © copyright ; MULHERN & KULP Structural Engineering, Inc, a� c m c a ' + cc Z � W y cn E _J4) :F r Ld N L.N N Q IV IF W project number: 181.17014 project mgr S D I drawn by: G DV issue date: 07-06- 17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK HOLO -ROAN SCHEDULE SYMBOL 5PEGIFIGATION HD-1 SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A,B) HD -2 SIMPSON M5T6bb 5TRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) 1 GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING GODS. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE5I6N5 ARE AL50 ADEQUATE FOR ALLOWABLE SOIL BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORK0510N-RESISTANCE GOMPATIBILITY OF HARDWARE $ FA5TENER5 IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51: .... FOOTINGS 2,500 psi: ..,.. 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55_ THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 1596' GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" 0,C) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA, • HOOKS SHALL BE PROVIDED AT D15CONTIN000S END OF REINF. • GROUT SHALL BE ASTM G41b F'c=3000 PSI w/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1100 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • �REINFORGED GMU GORE5 (AS INDIGATED 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 REINFORGEO GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTIGAL REINFORGEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN BUILDERS TO VERIFY. seal: I/IgQJ8 00 4 p T� - a� aD��q��"«�®�°� m ®0 © copyright ; MULHERN & KULP Structural Engineering, Inc, a� c m c a ' + cc Z � W y cn E _J4) :F r Ld N L.N N Q IV IF W project number: 181.17014 project mgr S D I drawn by: G DV issue date: 07-06- 17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK REFER TO 5-0.0 FOR TYPICAL 5TRUGTUR,4L NOTES � SGHEDULES sheet: RIGHT HAND S100 H C/i z O., Z J z LL �W Ld o� z� a0 o z 0 LL N O REFER TO 5-0.0 FOR TYPICAL 5TRUGTUR,4L NOTES � SGHEDULES sheet: RIGHT HAND S100 START 2'-0� 1 1 5LOGK PLAN 22x34 SCALE: V4"=1'-0" 11x1'1 5GALE: I/S'=1'-0" MB -3 ELEV5. 5, T, 4 U r t MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO :' .... `:.. GROUT .. GROUT MARK BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. Lod PRECAST LINTEL w/ � � EMBEDDED REINF. MB -1 MB -2 ----- ----- TOP REINF. CIIIIIIIIIIIIIIIII TOP REINF. ' VERTICAL 1113-3 SHEAR TIES :o o BOTTOM REINF. P BOTTOM REINF, AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. PRECAST LINTEL W EhBEDDED REINF. PRECAST LINTEL W I I EMBEDDED REINF. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. � 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. Wm THIS ASSEMBLY REQ. MB-3/ MB -3A SHEAR REINFORCa- MB -4/ MB -4A TI T MB -#A LINTELSi LINTELS DES16HATED WITH AN 1483@/46 SHALL BE CON5TRUCTED THE SAME AS M"/4 EXCEPT THE DEPTH 514ALL BE MODIFIED FROM I'-4" TO I'-2' 13Y FIELD CUTTIN6 THE TOP OF THE PRECAST LINTEL DOWN 2% ALL OTHER SPECIFICATIONS 514ALL REMAIN THE SAME. BOND BEAM REINF SHALL. RUN CONT THRU TOP LINTEL COURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DES16NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-0B/0T ----- ----- 1113-2 8F8-IB/OT ----- (U #5 1113-3 8FI6-IB/IT MB -4 8FI6-2B/IT (I) #5 (2) #5 #3 VERTICAL TIES ® 4"o.c. w/ 180 DEGREE HOOK T413 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-CRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) 1. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THICKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE SLAB U51NG A NON-GORRO51VE GLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PACE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE SLEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 5HALL D15GHARGE AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS. GUTTERS WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENE"L STRUCTURAL NOTES FOUNPATION • DE516N 15 13A5ED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - 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 BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE STILL ADFQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTACT W/ CONCRETE OR MA50NRY FOUNDATION 5HALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DESIGN BASED ON AGI 316. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAYS, U.N.O.: Pc = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psl ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR Q5% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LA13 E06E5, AND OTHER LOGATION5 WHERE SLAB CRACK5 ARE LIKELY TO DEVELOP. (20'-0" O -G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 46 BAR DIA. • HOOK5 5HALL BE PROVIDED AT DI5CONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM 641b F'c=3000 P51 W MAX %" AGGREGATE • CONCRETE MA50NRY UNIT5 5HALL BE A5TM GIO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF I0100 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL. AND 5HALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENING5 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (A5 SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: I�II�I �{p b N i3 Q' O M! � ' A •pg� 0 P 1 Q copyright: MULHERN & KULP Structural Engineering, Inc. aa� � c a "�- d c E 4) a co Z ILLI U) 1 4-'a m C g N L- N Q, IV IF M&K project number., 181-17014 project mgr. SDI drawn by: G D V issuedate: 07-06-17 REVISIONS: date: Initial: 11-09-17 MK 12-11-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES sheet: RIGHT HAND S260 seal: 11512@A� No0. i •� TA © copyright : MULHERN & KULP Structural Engineering, Inc. c 20 D2. Y c a`i m Z=1 L OC W` y� N d1 � c U ca' Ui N �� coin ; M&K project number. ----- ----- --------- --- 181-17014 ------ ----- ---- ----�i ; ect m r. Ib„ BGI b0005 I-JO15T5 1I6BGI 60005 I-JO15T5 Prof 9 SDI ® 24” O.G. o 11.2 O.G. 1 drawn by C DV issue date: 07-06-17 (2)2x6 DROPPED REVISIONS: ----------------- date: initial: --------------------- 11-09-17 MK 35 ______ _________ 12-11-17 MK ---------------------- r T _________ --------- CIDr - - - SEE DETAIL LU t!? � i I �/l �'L�q D/5D2.0 END J015T ^ o _......._ (2)2x6 /1-4MMJ MIN I N vim .T HD PI _ LL al 2I 0 D2. BELOW 22 Ib" BGI 60005 I-J015T5 D2. ® 24" O.G. Vl FA5TEN E=ND OF BEAM TO BLOGK WALL z W/ (1) SIMPSON HETAlb EMBEDDED STRAP II III 777-1:= (3)la/4"xlb" LVL FLUSH J111- Jill- kn �r -i ir -Ir r r r 20 I 2q ( ...,� D2. I D2. I IO w LL R— TO LE � � o 56 O Q D2. 0 MONO ROOF TRUSSES O 0 24 O.G. i T.L. N X LN 0. 2x34 SGPtL�: IAC NP FLOOR FRAM FLAN sheet: RIGHT HAND V4'* 0 REFER TO 5-0.0 FOR TY�'IGAL 221� 110 SCALE: I/8�4 -I -=1'_0�� EL�YS. 5 � U 5TUCTURAL NOT5 4 5GHEOUL.E5 S3*0 -o° 11-011 ROO RAMIN6 FLAN 22x54 SCALE: V4"=1'-0" ELEVATION 5 I1x11 SCALE: I/S'=1'-0" seal 1/16/2018 0 •` NO 778 ° A O R 1 ° (D copyright: MULHERN & KULP Structural Engineering, Inc, Z) =a Y 'C + z116— rot� W UL) 4-J CL N C� �1 c 04 M&K project number. 181-17014 project mgr SDI drawn by; G D V issuedate: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK cz LU RESER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND Z J 0.. 0 Z z� J LL d a wLL 2 00 0 z 0 �= N O RESER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND 6" CMU BLOCK 6 CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FT6. TO (1) #5 FROM FT6. TO EQUAL OVER 3/a° BOND BEAM. SPLICE FURR 5TRIP5 TO BE MIN. 30" BOND BEAM. SPLICE 6ROUT GELL 50LID TO BE MIN. 3011 II 3Y2 GONG. SLAB W/ GROUT CELL 501-10 :2 z HHF OR FIBERME5H :: REINF. OVER b MIL. VAPOR BARRIER } d MATCH CMU LEDGE Y. PER 1/501.0 4 4- x GRADE I I=1 I I=T_T-1 11 = GRADE 4 _ o ;III—III=III=III a.'' I=1 I=1 I=1_TI-1 '; I I=I I—III—III r I=I I L—I N - III=111=III—III :F=l II -111=111- - 111_111=111=1I: I—III—III—III I=1 � I a':� '; � 1=1 � I:- 11 IEI I I- 1-111=III 111—III=1 ' I �—III—III III—III III—I 1'I I� �•� f I—I 11-1 ' i —III I I I=1 11=1 11-1 —I �- GLEAN -I 11=III=J I I I I I - CLEAN 1"" I I I 1 I L I I I I MONOLITHIC i I I— =1 MONOLITHIC COMPACTED FILL(,„ FOUNDATION W/ COMPACTED FILL _0 I'_0° FOUNDATION W/ 0 15% STANDARD (2) #5 HORIZ. O q5% STANDARD DEN5I1Y MIN. CONT. ON CHAIRS DENSITY MIN. (2) C (3" MIN. COVER) CONT, OON N CHAIRS HHERE 2ND STORY WHERE 2ND STORY (3" MIN. GOVERN OCCUR5 FTG. SHALL BE OCCUR5 FT6. SHALL BE 1'-4" HIDE w/ (2) #5 BARS 1'-4" HIDE w/ (2) #5 BARS 1=00711,1S1CTION IN/ BLOCK11ITA�ILGA�RA6E CURB DETAIL 2 SGALL� NT3 � " We FILLED CELLS s:: (5EE PLAN) ?#:: GARAGE TOP VIEIN NON -LOAD BRC. HALL @ CORNER F —1 GAtRA & INTERIOR ----GARAGE HALL - 3 Y2" GONG. SLAB } m 411 .. ° 4 111I_�_—III— I . •...b : • . ; .� .: • . 4 ... � . III—III—III-111 I—III—III—II1=111-111—I_TI e _ — — -1 —I I1=1 IT_I—III I I I—III=1I I -III °' e ° I I—I I1=III-1I' I-- =1 11=1—'T' I I T I i 1=1� I I I—III—I 11=1 I' 2011x6" THICKENED =III—III=1 I (=III—III—III —III; EDGE H/ (2) #5 CONT. —1 11=1 1=111=1 I MI 11=1 I I (1) #5 CONT. Hl 6" I I I—=—,"III= 111=111=111=1 I �-� I — 3" MIN. COVER 0I=FSET FOOTING NONBEARING DETAIL 6 THIGKENEO EV6E ® GARAGE DOOR DETAIL WAl l NTS sae IWI NTS 6. SPECS SLOPE 1 RECESS O SLIDING GLASS DR. .: '4 ° ,.. :.° . 6" CMU BLOCK 4 ° ° ° SILL FORMED ON 51TE TE (1) #5 FROM FT6. TO ;. :, R4.1 FI -FOIL OR EXP JOINT BOND BEAM. SPLICE EQUAL OVER 3/a" IAVY"x5" GA�RAtGL TO BE MIN. 25" FURR 5TRIP5 0 2'-b" O.C. AND 12" MAX FROM � w 6ROUT GELL 50LID r-3 Y" GONG. SLAB W/ LU 1 1/211 OTHERWISE ON PLANS) HWF OR FIBERMESH LY STUD PLATE TIES O STUD Structural Engineering, Inc. REINF, OVER 6 MIL. SLOPE ... VAPOR BARRIER SILL FORMED ON 517E 3 Y2" GONG. SLAB ,PLANS) a (2500 P.5.1) W/ 6x6 10/10 H.W.M. AND b MIL. - — m v 1 VAPOR BARRIER GRADE° '11=1II_—I_ _ _ ° a. =111=i I I=III=III ° �_ III—III—III—III- _ °' . • 4° ' . e , °' .' d°. d I, ♦ i i i-111-111 �a Ii .Iii; — z I-111 _ ° 111=1IMI11 =III I -111—_i � I—� I' • ° •: ' d -I • .o - 1—III— EEE � __-111• ' EXP JOINT :.; 4 RMF 5 GS .. •., .. —= 1 ° . I I I I I I=_ 1 A/C CHASE PVC vi —I — J7 —I I I—I 11- SLEEVE TO BE I-1 I I—_111—_111,-11 i- Tw10E THE UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT • o =1 I I- DIAMETER OF 17 _I c ANCHORS AT BEARING W4LL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS PROTECTED PIPE EXTERIOR DUTSWING 4 SG17 POURED SILLS DETAIL GH,�SE PETAL 4 116_ 10 scAl"e" NT'8 scAl.t= NT8 SGALC+ N11� Y2" GYP. BD. EA. SIDE OF 2X'5 O 16" O.G. STUD PLATE TIESO STUD TOP BOT. (IF FASTEN H/)'a"x5" LONG TAPCON5 NOTED ON PLANS) O 2'-6" O.G. AND 12" MAX FROM END OF WALL OLE55 NOTED PT. BOT. PLT. OTHERWISE ON PLANS) Ll I ' I—I � I—III—III—III . ° 'd. ° ;.. •; : < ' � I—I � I—I � I—I � I-11 _ 'Tlil � IIIIII�III I II_IIE�IIT_IIIIIT_II�IIII- I 11-1 11-111-1 '�� Su SII (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-6" WIDE W (3) #5 BARS UPLIFT CONNECTORS 5UGH A5 STUO PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT F-XP05ED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS 3 T. BEARING HALL FOOTING DETAIL Wal Ift 6"xb" THICKENED SLAB W/ Q) #5 GONT. .� THI�tINEII EMIE DETAIL 6 GMU BLOCK PROVIDE 30" MIN. LAP SPLICE 3 Y2" GONG. SLAB W/ (1I #5 VERT. IN WWF OR FIBERME5H GROUTED CELL, FULL REINF. OVER 6 MIL. HT. (5EE PLANS FOR LOCATION5) VAPOR BARRIER ♦ d a ° IIIII II I' I i BREAK FACE SHELL TO ALLOW d FOR SLAB GRADE a _ ROUT SOLID I 1-11 1—_111 BELOW SLAB DOWN 11— TO FOOTING (I) #5 VOWEL W/ 6"4, ' 12"xl6" CONT, CONT. HOOK (5EE PLANS ♦• FTG. W/ (2) #5 HORIZ. FOR LOGATIOW CONT. ON CHAIRS 0" MIN. COVER) I I DROPPED GRAVE DETAIL SGAI.t" N% 6" CMU BLOCK BEYOND project mgr': S D I R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/a drawn by. C DV FURR STRIPS issuedate: 07-06-17 3 Y2" GONG. SLAB W/ MTL. THRESHOLD WWF OR FIBERMFSH SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: PORCH 5LA13 VAPOR BARRIER date: initial: (5EE PLANS) ki 11-09-17 MK ,.4 e e: � •e e. a .• d _� '-.._ ._._._ I I— 12-11-17 MK �_ __ _ _ � •' III—III—III—III—I i' —III-111—III—III ' �. '• •' � —III -111_1 I f ' '—III=1 11==1 I ' ' • I I-111—III=_I 1- '—III—III—I I °" I I I—III—_I I I 111=III--II 4.. II—III—III- GLEAN COMPACTED' I I—III—III «• Tl 1=1 FILL O 45% STANDARD DENSITY ANC7 TERMITE �� � =111=111 1111 i �- � MONOLITHIC TREATED I I—,I 1 1 1 1 1 1 1—I I L 1 11- FOUNDATION H/ III— (2) #5 HORIZ. I'-0" CONT. ON CHAIRS MIN. (3" MIN. COVER) ON rq HHERE 2ND STORY OCCURS FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS W 091 Y 1100111 DITA I L 0 SGALC= NT8 6" CM BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FT6, TO FURR STRIPS v 1i BOND BEAM. SPLICE �•�I TO BE MIN. 30"'• : 3 Y2" GONG. SLAB w/ ►—� GROUT CELL SOLID WWF OR FIBERME5H ;,. REINF. OVER 6 MIL. PORCH SLAB tV VAPOR BARRIER �I (5EE PLAN) — UJ Q z •—i'f TTr'T�PP �-111-111—III-111 °_-111-111—III—I 1-1 I I_I LI d —111-111_111 JI 1'_ LL EXPJOINT I —T 111—III=111=1 ' ° , I M 111=1 I I—,' -1 � I=1 f T a 111=111-1 O __ —III- I I w I-_=1 11=1 11=111=1 I IE I MONOLITHIC W CLEAN 111 i 1 1 f I I III -1111 , .I FOUNDATION H/ �I —T.�i I i— COMPACTED FILL (2) #5 HORIZ. O 15% STANDARD I'-0° CONT. ON CHAIRS a O DENSITY MIN. (311 MIN. COVER) zQ HHERE 2ND 5TORY 0 z OCCURS FT6. SHALL BE 114" HIDE W/ (2) #5 BARS 0 �V EXTERIOR WALL ® PORCH SLAB DETAIL L" N 0 12 WAt e, NT8 sheet: seal: V, 124 4 ° ° ° INTERIOR TE Y2" GYP. BD. EA. SIDE ® , OF 2x4'5 O 16, O.G.R �"�� IFASTEN IAVY"x5" GA�RAtGL ������ q 0 2'-b" O.C. AND 12" MAX FROM � w 221/411 END OF HALL NNLE55 NOTED LU 1 1/211 OTHERWISE ON PLANS) © copyright ; MULHERN & KULP LY STUD PLATE TIES O STUD Structural Engineering, Inc. PT BOT. PLT. I TOP t BOT. OF NOTED ON ,PLANS) a ° ° • 4 e d c (2) #5 HORIZ. 10 IO" • Z CONT. ON CHAIRS 0" MIN. COVER) vi W ` y T N E y UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT • o REQUIRED ON HALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE _I c ANCHORS AT BEARING W4LL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS m D OPP5ET FOOTING HEARING DETAIL N � N a 4 116_ scAl.t= NT8 M&K project number. 187-77014 6" CMU BLOCK BEYOND project mgr': S D I R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/a drawn by. C DV FURR STRIPS issuedate: 07-06-17 3 Y2" GONG. SLAB W/ MTL. THRESHOLD WWF OR FIBERMFSH SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: PORCH 5LA13 VAPOR BARRIER date: initial: (5EE PLANS) ki 11-09-17 MK ,.4 e e: � •e e. a .• d _� '-.._ ._._._ I I— 12-11-17 MK �_ __ _ _ � •' III—III—III—III—I i' —III-111—III—III ' �. '• •' � —III -111_1 I f ' '—III=1 11==1 I ' ' • I I-111—III=_I 1- '—III—III—I I °" I I I—III—_I I I 111=III--II 4.. II—III—III- GLEAN COMPACTED' I I—III—III «• Tl 1=1 FILL O 45% STANDARD DENSITY ANC7 TERMITE �� � =111=111 1111 i �- � MONOLITHIC TREATED I I—,I 1 1 1 1 1 1 1—I I L 1 11- FOUNDATION H/ III— (2) #5 HORIZ. I'-0" CONT. ON CHAIRS MIN. (3" MIN. COVER) ON rq HHERE 2ND STORY OCCURS FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS W 091 Y 1100111 DITA I L 0 SGALC= NT8 6" CM BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FT6, TO FURR STRIPS v 1i BOND BEAM. SPLICE �•�I TO BE MIN. 30"'• : 3 Y2" GONG. SLAB w/ ►—� GROUT CELL SOLID WWF OR FIBERME5H ;,. REINF. OVER 6 MIL. PORCH SLAB tV VAPOR BARRIER �I (5EE PLAN) — UJ Q z •—i'f TTr'T�PP �-111-111—III-111 °_-111-111—III—I 1-1 I I_I LI d —111-111_111 JI 1'_ LL EXPJOINT I —T 111—III=111=1 ' ° , I M 111=1 I I—,' -1 � I=1 f T a 111=111-1 O __ —III- I I w I-_=1 11=1 11=111=1 I IE I MONOLITHIC W CLEAN 111 i 1 1 f I I III -1111 , .I FOUNDATION H/ �I —T.�i I i— COMPACTED FILL (2) #5 HORIZ. O 15% STANDARD I'-0° CONT. ON CHAIRS a O DENSITY MIN. (311 MIN. COVER) zQ HHERE 2ND 5TORY 0 z OCCURS FT6. SHALL BE 114" HIDE W/ (2) #5 BARS 0 �V EXTERIOR WALL ® PORCH SLAB DETAIL L" N 0 12 WAt e, NT8 sheet: OVERFRAMIN6 ROOF 5HEATHING (4)23/8'X0.113" tTOE VALLEY SET (E0 x0.113" R.S. NAILS ®6" O.G. OVERFRAMINCG (EDGE NAIL) 2%'X0.113" R.5. NAIL5 ® 6" O.G. FA5TEN EACH MAIN ROOF 5HEATHINC7 OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — — GLIP MAIN ROOF TRU555 TYP I CAL OVERFRAM I NG "ICAL TOP PLATE GCONNECTION DETAIL L,hP SPLIG D�T,hIL SCALE: N.T.S. SCALE: N.T.S. .. x x" --TJ------r1----1-1-- —II fI II ---II xlI II WINDOW/ "I I DOOR I i 1XI OPENINO .II II SHEAR WALL WITH ED6E NAILING t BLOCKING PER PLANS. SIMPSON 6516 STRAP CENTERED AT CORNER OF QPENIN6 w/ (26) 2 1/2"x0.131" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL FLAT BLOGKIN6. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 14" (MIN) 14" (MIN) • REQUIRED AT ALL OPENIN65 GREATER THAN 36" WIDE t AT &L OPENIN65 LOCATED WITHIN P3 SHEAR WALLS. • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (SEE PLANS). • DETAIL 51MILAR AT BOTTOM CORNERS OF WINDOWS. TYP I CAL EXT. WALL 4 INT. SHEEAR , LL OPENING L�Y,4TIDN SCALE: N.T.S. 2x8xl2" P.T. CL OF OPENING ..CENTER BUCK (U #5 IN BOND BEAM • } • Y2' DIA. J -BOLT* I -- --- ------ -- _ (SEE BELOW) (1) #5 BAR IN PREGA5T LINTEL 2X4 P.T. TOP BUCK --, 1 � (2) #5's VERTICAL IN GROUT FILLED • CELL. IN NALL5 6REATER THAN 30" 2X8 P.T. BUCK EACH } SIDE OF OPENING WIDE, ONLY (1) #5 15 REQUIRED -' PROVIDE (5) Y2° DIA. J -BOLT* W/ 5 Y2" 1 (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 Wb tv THICK WASHER W/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE S" MAX ABV. CURB RE5T EQUALLY BE GROUT FILLED 5PAGED APPROXIMATELY 24" O.G.) PROVIDE # OF DOWEL5 ® 5LAB TO FIN. FL. MATCH VERT. BAR5 w130" MIN LAP 5PLICE * PROVIDE Y2" DIA. x 6Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE CON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION oAIZA&E DOOR Gj__%61 1ODOR BUCK D1TA I LQVERT. REINFORGING DETAIL Ni 2x4 LADDER BLOGKIN6 ® 16" O VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOGKIN6 AT EACH ENC WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER T' iF I GAL WOOD FRAMED W, LL CORNER D TAIL SCALE: N.T.5. ALL LAP5 IN MA50NRY 25" RUNNING 5AR-1 #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. INALL RE I NrORG I NG DETAIL L - 0 BOND -BEAM—► -..,-.--GONTIN. PRECAST HEADER S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EG2UIV. —i GA5T-GRETE WINDOW 51LL, OR EQUIV. - DOUBLE WINDOW Q,t 0NRY 111IR DITAIL , FA5TEN 2x P.T. WALL PLATE/ END P.T. 5TUD TO GMU WALL w/Y4" x 4" LONG TAPGON 5GREW5 ® 16" O.G. ® INT. 5HEARWALL END seal: I/I/�2018 0%%tt p 4 a + T _ OF v �A. 2x INTERIOR WALL o" 'S," ! :' - 5EE PLAN �� f (.'j ` �� Q copyright ; MULHERN & KULP Structural Engineering, Inc, 0-0) BUCK 5PEGIFIED MANUFAGTURER5 5PEG5. BY WINDOW/DOOR MANUFACTURER DODR BUCK DETAIL C SGALC: NTS. w LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS L5 /ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL / PPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS /ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. U? J H � � 0 WLLJ � Z � o 2m< � 4 X Cq X LL N 0 sheet: SD2.Oi Jz �m c a 'O a w T yUi N Z� w SHEARNALL INTERSECTION ry v W � y� CONNECTION DETAIL _ m BUCK 5PEGIFIED MANUFAGTURER5 5PEG5. BY WINDOW/DOOR MANUFACTURER DODR BUCK DETAIL C SGALC: NTS. w LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS L5 /ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL / PPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS /ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. U? J H � � 0 WLLJ � Z � o 2m< � 4 X Cq X LL N 0 sheet: SD2.Oi 'O cam' w T yUi N W project number: 181-17014 NOTES: -�—BOND-BEAM I. 2X PT BUGK5MAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr, SDI FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM END5 drawn by: G DV AND I6" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ OUT NAIL5 OR EQUIVALENT. issue date: 07-06-17 PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN TH15 HEADER GA5E. REVISIONS: date: Initial: } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X 11-09-17 MK BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® EA. 5UGGE551VE BUCK. 12-11-17 MK 4. MIXIN6 OF IX AND 2X BUGK5 5HALL 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 BUCK W/ (2) ROWS OF 2�"x0.131" NAIL5 ®I6" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK 5PEGIFIED MANUFAGTURER5 5PEG5. BY WINDOW/DOOR MANUFACTURER DODR BUCK DETAIL C SGALC: NTS. w LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS L5 /ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL / PPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS /ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. U? J H � � 0 WLLJ � Z � o 2m< � 4 X Cq X LL N 0 sheet: SD2.Oi TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4' OUT5IDE 2)2X4's EDGE D15TANGE I" EDGE 1 1/2" EDGE 2 1/2" EDGE PER DETAIL 3"x0.131"x3" COMMON zq II II 11/2" N 1121/z" N I I 21/x° N I I 211 N I I 3 x0.131 x3 I I < INSIDE 2X's I I 3 x0.131 0 n u u I( COMMON I PER DETAIL I I COMMON 3 x0.131 x3 COMMON z z OPP. 51DEI I I i I i v v 3"x0.131 "x3" i I I I I COMMON OPP. SIDE D15TANGE 311x0.131 11 x3 I PER DETAIL )C COMMON (2)2X4(2)2X6'5 (2)2X8s OPP. 51DE IN51PE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUT5IDE '5 ' OUT5IDE NAIL5 NAILED AT 8" O.G. (2)2X'5 (2)2X COLUMN (3) OR (4)2X COLUMN MS2X BUILT-UP STUD COLUMN VETAILS M SGALC: NTS 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5TRUGTURAL PLANS FOR 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT SHOWN HERE INFO NOT SHOWN HERE FASTEN EVERY OTHER 055 BLOGKING 0 48" I-JO15T (w/ WEB 5LOGKIN6 A5 I-JO15T5 O.G. FA5TENED TO 2x \ / I-JO15T5 REQ'D) TO 2x BLOGKIN6 w/ (1) -PER PLAN BLOGKIN6 w/ (1) X -PER PLAN 51MP50N A35 GLIA 51MPSON A35 CLIP 9 7 FA5TEN VERY OTHER J015T TO GMU ' ' FASTEN LVERY OTHER J015T TO GMU W 51MP50N HT5MI6 TWI5T STRAP. 22S w/ 51MP50N HT5MI6 TW15T 5TRAP. FA5TEN 5TRAP TO GMU wl (4)Y4" DIA. FA5TEN 5TRAP TO GMU wl WA" DIA. x 2 Y4" LON6 TITEN 5GREW5 x 2 Y4" LONG TITEN 5GREW5 2x6FLAT BLOGKING (BETWEEN I-JO15T 2x(b FLAT 05B BLOG5LOGKIN MIN LENGTH) OF - 161 MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y411 DIA. x 3 Y2" LON6 FA5TENED DOWN TO GMU w/ (3) Y4" DIA. TAPGON5 ® EA BAY. FASTEN RIM x 3Y2" LONG TAPGON5. FA5TEN RIM BOARD, THRU WALL 5HT6., TO 2x BOARD, THRU WALL 5HT6., TO 2x BLOCKING w/ 3"x0.131" NAIL5 o 3" o.c. BLOCKING w/ 3"x0.131" NAIL5 ® 3" o.c. R TRO 10 11ETA I L R RETR01=1 T 17:TAI L Q $GALL: O" seal; IV DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 56HEDULE 110 A F ®fig " 5EE DETAIL 56 ON ®®! 5TRUGTURAL PLANS FOR ��°°� "'9r »�: C�;» ADDITIONAL CONNECTION I'leel "a A • A I- . ' " " INFO NOT SHOWN HERE » © copyright: MULHERN & KULP FA5TEN EA. ROOF TRU55 TO GMU Structural Engineering, inc. mow/ 5IMP50N HT5MI6 TWI5T STRAP. FA5TEN STRAP TO GMU wl (4),V4" DIA. x 2)/4" LONG TITEN 5GREW5 a �' PROVIDE M015TURE BARRIER m — — — —' — ' FLOOR 5Y5 M BEYOND — — —'— — — — PLATE (51MP50N T55 OR 51M) ® r EACH TRU55. GMU WALL BEYOND PROVIDE 2x FLAT BLOGKING FIT -0 NOTE: T16HT TO ROOF TRU55E5 ® EVERY + 4 MIN k," WIND5TORM OR EQUIVALENT WALL SHEATHING TO BE U5ED OTHER BAY FASTENED TO GMU w/ (3) o Y4" DIA. x 3Y2" LONG Z TAPGONS. A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ D. EXCEPT A5 FA5TEN BLOCKIN6 TO ROOF TRU55E5 NOTED ON PLANS IN TWO STORY FRAME APPLIGATION5. w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. L }, NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOWN W W i c17 y • tl� J CR &5HPATHIN161 IELEV. 7ETAIL P 710O1TAIL :oGAL: N �. N CL INSTALL ROOF CLIPS ROOF TRU55ES, ON OPPOSITE FACE OF BEARING ON WALL WALL AS STUD TIES A5 WHERE NOTED ON PLAN NOTE: DETAIL ONLY NECESSARY APPLIES AT BEARING WALL5 SUFPORTING W project number. 1. Vr.ILIZE 2 -PART EPDXY OR OTHER ROOF TRUSSES. 1.181-17014 ENGINEER APPROVED EOVAL O.E. 5EE TYP. FOUNDATION CM SIMPSON ET EPDXY). DETAILS FOR ADDITIONAL PROVIDE CRIPPLE project mgr. S D I 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN 5TUD ABOVE HEADER BLOW OR BRUSH GLEAN. HERE 4 JACK STUD drawn by C D V 3. FOLLOW MANUR INSTALLATION SIMPSON R5P4 STUD IN5TRUGTION5. PLATE TIE 9 TOP 4130T. ISSuedate: 07-06-17 FUTURE 8":;E: OF 51UD5, 5PACED PER GMU BLOCK 1 REFER S PLANS FOR PLAN (ALT. PER PLAN: #5 VERT. BAR TO BE HEADER SIZE. 05B SHEATHED WALL' IN REInSIUNS: LOCATED PER PLAN FASTEN TO KING W/ LIEU OF METAL TIES) DRILL 6" INTO EXI5VO I IN GROUTED CELL MIN. 0) 3"x0.131" NAILS date: Initial: 5LA13, EPDXY 4 DRIVE I I 11-09-17 MK #s DowEL, PROVIDE I - MIN. 30" LAP SPLICE 12-11-17 MK I I z OPENING IN BRO. WALL 2x4 (MIN) STU05 * 16" O.G. II (5EE PLANS) OR A5 NOTED ON PLANS .. 4 .: ° e a — NAIL STUDS T06ETHER 1=1 I I-1 11=1 11=1 PER DETAIL M GRADE _ I I—III—III—I I 1=1 I. FASTEN P.T. 50LE PLATE,,, -1 I I—III--II-111 °° 11-111—III—l11= i' I I To SLAB PER DETAIL PROVIDE SIMPSON DSP -III—III—III—I I : , I—III—III—III- 3/5DI.0 U.N.O.ON PLANS TIE OR (U He, STRAP e Q —III—III—III • III—III—III-in, - BASE OF JACK 4 KING — III=1 I I—I I •• a '. • 1=1 I I=1� 1- I_ ---III III -1 1- TO 50LE PLATE SLAB FOUNDATION' IST FLR. INTERIOR HOOP BEARING MI55EP POAEL RETROI71T DETAIL 0=6 00NNEGTION BILO1 iZ00� -J S $GALL: NTS SIM. • GMU $TCM " PROTW 6VOC SCALE: N.T.S. S LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APDL I GABLE AREAS. THESE WHERE 5PEC I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. J LL N O SD2e I 2x EXTERIOR WALL , EXTERIOR WALL 5HTG. TO 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO RIM RUN CONTINUOUS FULL HEIGHT MK -SEE PLAN FOR SHEATHING 12-11-17 BOARD w/ 3"x0.131" NAILS ® 6" O.G. OF WALL FROM BOTTOM OF AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO I Y8" FULL DEPTH 05B BLOGKING ® I -JOISTS RIM TO DOUBLE TOP PLATE CONNECTOR SPECIFICATIONS RUN CONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF 48"o.c. ALON6 WALL (15T BAY ONLY) -SEE PLAN 2 Y2"x0.131" ® 3" O.G. INTO FASTEN SOLE PLATE TO RIM w/ 300.131" NAILS ® 6" O.G. & 5HEATHIN6 RIM TO DOUBLE TOP PLATE FASTEN 5HEATHIN(5 TO EA. BLOCK w/ (5) 50LE PLATE ® EACH TRUSS. TO RIM w/ 2 2"x0.131" NAILS ® 6" O.G. 2 )2'x0.131" ® 3" O.G. INTO SOLE #8 SCREWS OR (5)2)2'x0.131" NAILS. Cz EXTEND INTO BOND BEAM PLATE V) W Y8" (MIN) RIM BOARD FASTEN TO EE A. 1 -JOIST ®TOP 4PER 1-JO15T5 I Ya" (MIN.) 0513 RIM BOARD. 1-11, - I-JO15T5 (I BOTTOM CHORD w/ (2) 3 Y4"x0.131" PLAN EN RIM EABLK FASTTO . 6 i< -PER PLAN II NAILS PANEL w/ (3)3 Y4"x0.131" NAILS + 2Y2"x0.131" m 3" O.G. INTO RIM M MIN. I30ARD ' 2)/2 110.131" m 3" O.G. INTO RIM BOARD FASTEN RIM TO CMU BOND BEAM w/ 51MP5ON HETAI6 FASTEN EVERY OTHER 1-JO15T (w/ WEB FASTEN RIM TO CMU BOND FASTEN EVERY 0513 BLOGKINC TO BOND BEAM w/ (1) 51MP50N HETAI6 WALL CONSTRUCTION -- EMBEDDED STRAP ®24 O.G. EMBEDDED BLOCKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 �' (48 O.G. MAX) PER STRUCTURAL „ ,� w/ (1) 51MP50N HETAI6 (48 O.G. MAX) n EMBEDDED STRAP ® 24 O.G. PLAN 14 VERT WALL REINF.NDB EXTEND INTO BOND BEAM 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM W/ (I) #5 CONT. EXTEND INTO BOND BEAM W/ (I) #5 CONT. 8° REINF. GMU WALL 8" REINF, GMU WALL -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. FASTEN FLOOR SHEATHING TO BLOCKING w/ 2 Y2"x0.131" 2x EXTERIOR WALL NAILS ® 6" O.G. -SEE PLAN FOR 5HEATHING AND CONNECTION 5PEG5. II II -JOISTS �- I )8' 05B BLOCKING EVERY -SEE PLAN OTHER BAY OVER SHEAR WALL FASTENED w/ (2) 51MP50N A35 CLIPS AT EACH BLOCK (PERP.) II seal: l�h' No 4 FASTEN ROOF 5HEATHIN6 TO 2x BLOCKING w/ Ala"X0.113" R.5. NAILS ®6"OL, 441 m. e ° .2x4 BLOGKIN6 IN EA. TRU55 BAY ��✓�1����C��� FASTENED TO EACH GRO551 NG ���� ®3 0900% ® STUD w/ (2)3Y2"x0.131" NAILS ROOF TRU55E5 Q copyright: MULHERN & KULP ® 24"o.c. Structural Engineering, Inc, c FASTEN 50LE PLATE OF WALL TO FLUSH -", m BEAM w/ 3 x0.131 NAILS @ 611O.G. D C 5HEATHING 5PLIGE SHALL OCCUR OVER .G 2x 50LE PLATE w/ 2)2"x0.131" NAILS ® m -� 3" O.G. OR PROVIDE CONT. 5HT(5. TO + dP' BOTTOM OF FLUSH BEAM Z� U HANGER 5.� W OR 1)a 0513 RIM FA5I ENED w/ (I) II -BY TRU55 MANUF. W 51MP50N A35 CLIP @ 16" O.C. II y OVER 5HEARWALL (PARALLEL) J -W C m FLUSH BEAM 4 HORZ. REINF. 5PEG5 4 HORZ. REINF. 5PE65 iKT1� @fN�TIM 3/I'-0' 21 SGs S/4"C�'„D" S/ 2x4 GATS ® 16"O.G. FASTENED TO GABLE END FASTEN 5HEATHING TO 2x4 TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ Aj5"X0.113" TOENAILS. PROVIDE (1) R.5. NAILS ® 4"O.C. 2x EXTERIOR WALL ® STAIRS 51MP50N H3 CLIP @ - - [ - OR 2-5TORY SPACE OVERHAN65 > 12" -SEE PLAN FOR 5HEATHING FASTEN 50LE PLATE OF 2x WALL = _ AND CONNECTION 5PEG5. TO BOND BM. w/Y2" DIA. ANCHOR 6YP5UM BOA 1'4' MAX 2'-0" MIN BOLTS m 6'-0" MAX. PROVIDE FASTEN ROOF 5HEATHING TO PER ARCH FOR .11 FASTEN 50LE PLATE OF 2x WALL FASCIA WITH 23/8"X0.113" R.5. FIREPROOFING i MIN. (2) PER PLATE AND MAX i2" ROOF 514% TO BOND BM. w/Y2" DIA. ANCHOR NAILS ® 6" O.G. BOLTS ® 4'-0" FROM EA END MAX. PROVIDE SHALL BE i MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL ® STAIRS OR GABLE END VERTICAL WEB CONT. 24" MIN FROM EA END 3 4"� 2-5TORY SPACE. INSIDE FACE BY TRUSS M U R�G2URIED ONTO ROOF OF DRYWALL SHALL OVERHANG BY TRUSS MANUF. FASTEN EXTERIOR 5HEATHIN6 MASONRY 3Y4". PROVIDE FURRING TO 2x PLATE,w/ 2 Y2"x0.131" ON IN51DE FACE OF MA50NRY TO - NAILS ® 3" O.G. MATCH DRYWALL 2x FASCIA -SEE ARCH -� 8" GMU BOND BEAM w/ SEE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAILS ® 12" (1) #5 BARS GONT. 2x SHEAR WALL SCHEDULE ON PLANS FOR O.G. GONNEGTIN6 BOTTOM - SEE PLAN FOR CONNECTOR SPECIFICATIONS CHORD TO TOP PLATE 8" GMU WALL 5PEGIFIGATION5. (SEE PLANS) FASTEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF DOUBLE TOP PLATE w/ GABLE END TRU55 TO TOP (3) 3Y4"x0.131" TOENAILS pUATE WITH 51MP50N A35 2x4 BRACE w/2x4 T -BRACE, SPACED CLIPS ® 32 O.G. 4'-0" O.G. MAX. FASTEN 2x4 TO TW 3 )4'x0.131" FASTEN BOTTOM OF 2x4 NAILS @ 12" O.G. BRACE TO DBL. TOP SECTION EET I L H25A 4 )3 y4 x 50N DETAIL L _ 3� SCALL: 9/4":p-0" � ALL: 8/4":I'-0" TOENAILS ) SGAL , S/4'-I'„G" 2x4 BLOCKING w/ (3)3 Y4"x0.131" TOENAILS EACH END /x x x (4) 3 )4"x0.131 " NAILS PROVIDE 2x4 BLOCKING ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRUSS BOTTOM CHORDS FASTEN DRYWALL TO BLOGKIN6 w/OGREWS /NAILS ® 6" O.G. -SEE PLAN S h y N !■■. 1 N 4. V SECTION - SCALL: $/4"44" FASTEN ROOF 5HEATHIN67 TO FA501A WITH 23/a,"X0.113" R.5. NAILS 2x FASCIA -SEE ARCH 8" GMU BONI W/ (1) #5 GOf 8" REINF. GN -SEE PLAN F 8 HORZ. REIt BF W project number; 181-17014 Iojed mgr. S D I drawn by. C D V issuedate: 07.06-17 REVISIONS S6 5EGTION iii SCALL, 9/4"-I'-0" l""'" W LETTERED DETAILS ARE TYPIGAL EOR NUMBERED DETAILS ARE PLAN TH 1 S HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ,ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. J � LLJ Q w ° Z � � � p A d co 4 1-r- N O SD2*2 date; Initial. 11-09-17 MK 12-11-17 MK SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER ■ PLATE (SIMPSON T55 OR SIM) ® EACH TRUSS. ` VERT WALL REINF. TO Cz EXTEND INTO BOND BEAM V) W Q �i = S6 5EGTION iii SCALL, 9/4"-I'-0" l""'" W LETTERED DETAILS ARE TYPIGAL EOR NUMBERED DETAILS ARE PLAN TH 1 S HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ,ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. J � LLJ Q w ° Z � � � p A d co 4 1-r- N O SD2*2