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3776 Saltmarsh Lp
INDEX GENERAL N UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND PATIO/COVERED PATIO TOTAL DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 1.0.2 SLAB PLAN'U' ELEVATION 'U' DISCREPANCIES SHALL BE REPORTED TO TO THE 1268 2121 BUILDER FOR JUSTIFICATION AND/OR CORRECTION 44 100 BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FLOOR PLANS'U' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 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 FL 5.3 ELEVATIONS'U' LOCAL CODE) AND MUST REST ON UNDISTURBED FL 5.3.1 ELEVATIONS'U' SOIL CAPABLE OF HANDLING THE BUILDING LOAD. FL 5.3.2 ROOF PLAN 'U' CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE FL 6.3 UTILITY PLANS'U' BUILDING WITH ALL SITE REQUIREMENTS. D-1 DETAILS 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. -5TH EDITION (2014) R703.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6. INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO RECORbCOPy BE PER F.B.C.R. -5TH EDITION (2014) R703.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R703.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP REVIEWED FOR CODE COMPLIANCE SCREED WITH A MINIMUM VERTICAL ATTACHMENT �F - FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR PLANS EXAMINER q_p'?_0 _ BELOW THE PLATE LINE ON EXTERIOR STUD WALLS DATE IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES SANFORD BUILDING DIVISION ABOVE THE EARTH OR 2 INCHES ABOVE PAVED A PERMIT ISSUED SHALL BE CONSTRUED TO BE A AREAS. THE WEATHER RESISTANT BARRIER SHALL LICENSE TO PROCEED WITH THE WORK AND NOT AS LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH AIDE ANYOORITY T HEPROVISION OF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL TECHNR SETICAL SHALL COVER AND TERMINATE ON THE ATTACHMENT CODES, NOR SHALL ISSUANCE OFAPERMENT THE BUILDING OFFICIAL FROM THEREAFTERAFTER FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH REQUIRING OR IOATTIIONSOF HIISCODEPLANS, EDITION (2014) R703.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D COMPACTION TEST PAPER. STUCCO APPLICATION AND CURING PER REQUIRED i?esults to be Verified F.B.C.R. 5TH EDITION (2014) R703.6.5 OR IN at Slab Inspection ACCORDANCE WITH ASTM C 926. #17-2372' SANFORD D.ISCOVERY ML Ar 77324 f1 r ATE OF ORIQ 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 I I I I I I I ELEVATION 'U' 853 1268 2121 411 44 100 555 I N ISSUE DATE: FOR c14 REVIEW REVISIONS: These drawings are the property of AshtonWoods 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: O W W 0 o 2 � w LLI N ISSUE DATE: FOR c14 REVIEW REVISIONS: These drawings are the property of AshtonWoods 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: -1 1 I-- � w LLI L�woo SHEET NO: -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 2014 FLORIDA RESIDENTIAL BUILDING CODE SECTION R311.3.) 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 TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE a -Z& 16'-4" 2'-2" T-4" SLAB PLAN 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 144 MULHERN+KULP W1 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com n.,¢ w _j (n ro o PATIO SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS v co I? MAIN SLAB 8' -8 3/4" E: EXTERIOR WALLS ARE DIMENSIONED TO SIDE FACE. GRADE BEAMS AND APPLIANCES F _ DIMENSIONED TO CENTER LINE. o N FU -- I il-' DI _F_►I VERIFY UNDERSLAB CONDUIT AT Uc? KITCHEN ISLAND fc 7'-7 1/2" 7'-9 1/4" I N F --- J _ I i u I 20'-0'i u n n u n n n i i i 8'-0" WH l `P N F2 d PORCH SLAB w wa REINFORCE PER LOCAL O CODE AND ENGINEER'S L O of o cn SPECIFICATIONS o N f� 0 V-41 4'-8" FrJ GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S - 0 o SPECIFICATIONS I F1 16'-4" 2'-2" T-4" SLAB PLAN 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 144 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com oo0a°FS G. F "s�i rer �1 rj Ely °��• ill` 77024 V. fr 0 1r r O 1", TE OF 0 R 1 ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 1.0.2 ti SHEET N0: FL 1.0.2 ISSUE DATE: 08.14.17 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: ,0g19l111181/° r e cn N J Z LU JV MULHERN+KULP 1 17324 residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 \T E O F ,. p215.646.8001 • mulhemkulp.com R 1 MvPrtm',4�Ca(pF,�sJry"aT�'p� faYn`K( �'. h. rul reviewed dp yt�er mkrmano ""1 IAolthi d'isop4.. ROOF TRUSSES PER STRUCTURAL ENGINEER r2ND FLOOR PL. HT. _ 2ND FL. WDW. HT. — — — — — — — LOFT WIG 8'-1" CLG. 8'-1" CL . o / N 2ND FLOOR FIN. FLR._ U 1ST FLOOR PL. HT. _ _ _ _ + 1ST L. WDW. HT. PANTRY EN 9 4" G. o � '- CL u1 L 1ST FLOOR FIN. FLR. --I_l...ll--I�����..-i.._��L.'-i-��_._._.���--���, ,���iII�I�i—li���� BUILDING SECTION 1 'U' 3 1/4" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 4.1 r e cn N Z LU JV 0 LUi (n SHEET N0: 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 2016 FLORIDA RESIDENTIAL CODE SECT. 312.2. 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. ELEVATION KEYNOTE LEGEND E1 JADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED 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 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE FOAM/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO TEXTURED FINISH U.N.O. 2ND FLOOR PL. HT.= 2ND FL. WDW. HT. 6" 12 FASCIA 5 6" FRIEZE 12 71 5 1:2 5 2ND FLOOR FIN. FLR.r1k n 10" 1ST FLOOR PL. HT.- U- _ - _ _ - - _ - 1ST FL. WDW. HT. - - - - _ - - - - SI E19 4 8., SMOOTH N Z ©©©� ©©©© -`r m -1 E El El M 171 F7 El.¢ ©© E22 ^ v Uj m STONE WATER COACH LIGHT C II I �! - TABLE PER BUILDER IST FLOOR FIN. FLR_ - N 2X _ E1 1 FRONT ELEVATION 'U' 1/4" =1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 2ND FLOOR PL. HT. _ 2ND FL_WDW. HT. 2ND FLOOR FIN. FLR_ i 1ST FLOOR PL. HT. _ rk 1ST FL_WDW. HT. - IST FLOOR FIN. FLR_ REAR ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CD LU LU 0 T ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 5.3 �0 E 13 LU 0 rr N m - N m -1 E El El M 171 F7 El.¢ ©© E22 ^ v Uj m STONE WATER COACH LIGHT C II I �! - TABLE PER BUILDER IST FLOOR FIN. FLR_ - N 2X _ E1 1 FRONT ELEVATION 'U' 1/4" =1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 2ND FLOOR PL. HT. _ 2ND FL_WDW. HT. 2ND FLOOR FIN. FLR_ i 1ST FLOOR PL. HT. _ rk 1ST FL_WDW. HT. - IST FLOOR FIN. FLR_ REAR ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CD LU LU 0 T ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 5.3 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 CODE SECT. 312.2. 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 = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = T-1" U.N.O. ON ELEVATIONS 3RD FLOOR = T-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. _ 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. IST FLOOR FIN. FLR. _ 12 5� 12 5 116" — — FASCIA /� RIGHT ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 51 2ND FLOOR PL. HT. 2 _ ND FL. WDW. HT. E13 2ND FLOOR FIN. FLR 12 5 LEFT ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CM w O T Q I- ISSUE DATE: 08.14.17 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: E__ ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED 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 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE FOAMNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO TEXTURED FINISH U.N.O. 2ND FLOOR PL. HT. 2ND FL. WDW. HT. _ 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. IST FLOOR FIN. FLR. _ 12 5� 12 5 116" — — FASCIA /� RIGHT ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 51 2ND FLOOR PL. HT. 2 _ ND FL. WDW. HT. E13 2ND FLOOR FIN. FLR 12 5 LEFT ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CM w O T Q I- ISSUE DATE: 08.14.17 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: E__ SHEET N0: FL 5.3.1 SO SHEET N0: FL 5.3.1 1/160 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 11260.80 in' BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2016 (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 2016 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: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 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 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALC. ELEV. 'U' Name I Area F 1/300 RATIO AT HIGH & LOW 1 1/150 RATIO AT HIGH & LOW \REA 1 12627 SF 1630.40 inz 11260.80 in' 1 T EP -r'j: ROOF PLAN 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT IS,SUE DATE: 08:14.17 FOR REVIEW F RC -VISIONS: These dr zwings are the property pf Starlight Homes and are not to be utilized for construction, or copied iri part or in whole without permission from the builddr. © 2016 Starlight Homes LAST' REVISION LAST SAVED BY: SHEET NO: FL 5.3.2 STANDARD ELECTRICAL BOX HEIGHTS m U 30" HIGH VANITY - c7 CABINET M 3 ro SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT PATIO DINING \ / 9'-4" CLG. \ FAMILY \ \ 9'-4" CLG. / TV XFAN/LIGHT COMBO, _OVIDE ADEQUATE SUPPORT I DNV ll1 1 i WP/GFI AT A/C COND. ___� 1KITCHEN IREF 3 \ I \ !GFI I PDR I/ 3 E 3GFI, - -_. -GFI................. � \•� 9'-4"CLG !^ � A/C DISCONNECT PH � SERVICE PANEU !! :i !! a iI !! ! r I��Li—i CH n it '1 n ELECTRIC METER P __� / I TO LIGHT I' Q �J !1 u u !! ! o O i! y II !I mit IABOVE !I it U - 1 1I I, II II 7 I il— ;i - 1 I ! TELEPHONE/ , 11 n u 11 u u u u o o j\ TELEVISION I it h 11 ;I u uit SERVICE BOX r •� � ( WH \,3 3 WP/GFI / WP/GFI SERVICE �•.._. % \ PANEL / �\ \ WP/GFI I i '\ I I \ PORC I ' KEYLESS GDO KEYLESS \ GARAGE / NOTES: w _ �> Q WC C Ev DUPLEX OUTLET Q x , CHIMES �O� �i \\ V =< 3 wP;GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE O ¢ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) _ p HALF -SWITCHED DUPLEX OUTLET _ _ 0 k m c EXHAUST FAN (VENT TO EXTERIOR) �J m¢ o = c0 H v WALL SWITCH ¢ O o U _Q 1/M1"WATER STUB OUT 0, ^ mo w o E w o ¢ F TECH Hue SYSTEM v DISCONNECT SWITCH o z¢ �¢ STANDARD ELECTRICAL BOX HEIGHTS m U 30" HIGH VANITY - c7 CABINET M 3 ro SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT PATIO DINING \ / 9'-4" CLG. \ FAMILY \ \ 9'-4" CLG. / TV XFAN/LIGHT COMBO, _OVIDE ADEQUATE SUPPORT I DNV ll1 1 i WP/GFI AT A/C COND. ___� 1KITCHEN IREF 3 \ I \ !GFI I PDR I/ 3 E 3GFI, - -_. -GFI................. � \•� 9'-4"CLG !^ � A/C DISCONNECT PH � SERVICE PANEU !! :i !! a iI !! ! r I��Li—i CH n it '1 n ELECTRIC METER P __� / I TO LIGHT I' Q �J !1 u u !! ! o O i! y II !I mit IABOVE !I it U - 1 1I I, II II 7 I il— ;i - 1 I ! TELEPHONE/ , 11 n u 11 u u u u o o j\ TELEVISION I it h 11 ;I u uit SERVICE BOX r •� � ( WH \,3 3 WP/GFI / WP/GFI SERVICE �•.._. % \ PANEL / �\ \ WP/GFI I i '\ I I \ PORC I ' KEYLESS GDO KEYLESS \ GARAGE / NOTES: w _ Q x F Ev DUPLEX OUTLET x , CHIMES �O� �i \\ V =< n PUSHBUTTON SWITCH T wP;GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE O ¢ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) _ p HALF -SWITCHED DUPLEX OUTLET _ _ 0 k CCU EXHAUST FAN (VENT TO EXTERIOR) �J m¢ o = 5i U H v WALL SWITCH ¢ O o U V 0 1/M1"WATER STUB OUT Z ^ mo w a o gS TECH Hue SYSTEM v DISCONNECT SWITCH o z¢ o O STANDARD ELECTRICAL BOX HEIGHTS m U 30" HIGH VANITY - c7 CABINET M 3 ro SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT PATIO DINING \ / 9'-4" CLG. \ FAMILY \ \ 9'-4" CLG. / TV XFAN/LIGHT COMBO, _OVIDE ADEQUATE SUPPORT I DNV ll1 1 i WP/GFI AT A/C COND. ___� 1KITCHEN IREF 3 \ I \ !GFI I PDR I/ 3 E 3GFI, - -_. -GFI................. � \•� 9'-4"CLG !^ � A/C DISCONNECT PH � SERVICE PANEU !! :i !! a iI !! ! r I��Li—i CH n it '1 n ELECTRIC METER P __� / I TO LIGHT I' Q �J !1 u u !! ! o O i! y II !I mit IABOVE !I it U - 1 1I I, II II 7 I il— ;i - 1 I ! TELEPHONE/ , 11 n u 11 u u u u o o j\ TELEVISION I it h 11 ;I u uit SERVICE BOX r •� � ( WH \,3 3 WP/GFI / WP/GFI SERVICE �•.._. % \ PANEL / �\ \ WP/GFI I i '\ I I \ PORC I ' KEYLESS GDO KEYLESS \ GARAGE / NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS 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, 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 LICHF FIX OURETED INCANDESCENT • CHIMES �O� �i \\ V CEILING FAN (PROVIDE ADEQUATE SUPPORT) n PUSHBUTTON SWITCH T wP;GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- 5D CONNECTED W/BATTERY BACK-UP \\ // �\ A-> CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET CO2 DETECTOR © HARDWIRED AND INTER- CONNECTED W/ BATTERY BACK-UP F- a GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX EXHAUST FAN LIGHF COMBINATION (VENT TO EXTERIOR) QT THERMOSTAT HOSE BIBB TELEPHONE WALL SWITCH 0 TELEVISION TI- 'CW 1/M1"WATER STUB OUT � a THFiEE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC METER 0 ELECTRIC PANEL WALL SCONCE f4 FOUR-WAY SWITCH TECH Hue SYSTEM v DISCONNECT SWITCH FIRST FLOOR UTILITY PLAN 'U' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT CZ 1n J � O F— ISSUE DATE: 08.14.17 FOR REVIEW FIEVISIONS: These flrawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 6.3 • SHEET N0: FL 6.3 HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES 3" = V-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: D-1 • SHEET N0: D-1 CONNECTION SPECIFICATIONS (T''F. U.N.O.) 140 MPH Wind Zone Exposure G DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS" SOLE PLATE TO JOI5T/BLK'6. (3) NAILS ® 4" a.c. (3) NAILS ® 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS ® 6" o.c.* BLK'6. BTNN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS• DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 (2) NAILS (2) NAILS INTERSECTING WALLS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HONN) Window i Door Ultimate Wind Pressures 140 MPH Wind Zone Exposure G OPENING SIZE INTERIOR ZONES END ZONES 8' Garage Door +41.q PSF/-41.3 PSF +411 P5F/-41.3 PSF 16' Garage Door +40.1 P5F/-44.(, PSF +40.1 P5F/-44.6 PSF 10 SOFT. +48.0 PSF/-52.0 P5F +48.0 P5F/-64.2 P5F 20 SOFT. +45.8 P5F/-4q.q P5F +45.8 P5F/-5q.8 PSF 50 5QFT. +43.0 P5F/-41.1 P5F +43.0 P5F/-54.1 P5F 100 SOFT. +40.8 P5F/-44.q PSF +40.8 P5F/-4q.q P5F 500 5QFT. +35.8 P5F/-3q.8 P5F +35.8 P5F/-3q.8 PSF (DEnd Zone i5 defined a5 the smaller of 10% of least horiz. dim. or 40% OF mean roof height, but not le55 than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are ultimate pro55ures and are permitted to be reduced per A5GE 1-10 lection 2.4.1 to get on equivalent allowable load pressure. Multiply ultimate pressures by a factor of 0.6 to obtain allowable pressures. ROOF FRAMING • SEE ROOF TRUS5 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/16" MIN. OSB/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS H/ 2)2"x0.131" NAILS 0 b" O.G. ® PANEL ED6E5 4 ® 12" O.G. IN FIELD (2 3/8"x0.113 RING SHANK NAILS MAY BE USED IN LIEU OF 2Y2"x0.131" NAILS). PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 N/ 212"x0.131 NAILS ® 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDOE5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALON6 PANEL E06E5 4 FASTEN N/ 2Y2"x0.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 DELON N/ USP MTN12 AND (2) 3"0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERNISE NOTED. • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES H/ 2x4 LEDGER FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS ® I6" O.G. UPLIi=T CONNECTOR5 BEARING CONDITION TRU55 GONNEGTOR ® HO -1 LENGTH ® HD -2 51MFSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG(96B3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON HOOD STUD NALL/NOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 HOOD STUD HALL/HOOD BEAM SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU HALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS L15TED ABOVE. LEGEND • ® INTERIOR BEARING NALL • �___� BEARING NALL ABOVE • - - - - BEAM / HEADER • _ ® ® LOCATION AND EXTENT OF SHEAR NALL ..--.-. t EXTENT OF OVERFRAMING INDICATES LOCATION OF REINFORGED GMU GORE El (SEE NOTES) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER 505TITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W H4X6 3.5"x5.5" AFP 1.6E 5HORT 1/2• PLYND FLITCH PLATE SPAN HEADER (2)2x5 (2)2x8 5PF OR 5YP #2 H/ H4x6 3.5"x5.5" AFP 1.6E SHORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 W H4x10 3.5"xq.5" AFP I.6E SHORT 1/2" PLYHD FLITCH PLATE 5PAN HEADER (2)2x12 5PF OR 5YP #2 N 3.5"xq.5" AFP 1.6E SHORT (2)2x12 1/2" PLYHD FLITGH PLATE H4x10 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) I.6E SHORT5PAN HEADERS MAY BE 5UB5TITUTED PER THE HEADER 5U35TITUTION 5GHEDULE ABOVE. 2. AFP I.6E SHORT5PAN HEADERS HAVE THE FOLLOHIN6 MINIMUM PROPERTIE5: E = 1,600,000 p51, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = 650 p51. 3. AFP I.bE 5HORTSPAN HEADER5 MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BUILDING CODE (SECTION 160q) LATERAL DE5I6N REQUIREMENTS FOR THE FOLLOWIN6 GOMMUNITIE5 ONLY: 140 MIH - EXP. G WHISPERIN6 RIDGE 5T. JAMES GROSS I N6 5HEARWATER ESTATES WYNDHAM PRESERVE - BRISSON E. ANY GOMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM MUI_HERN 4 KULP STRUGTURAL EN6INEERIN6. GENERAL STRUCTURAL NOTES ' DESIGN 15 BASED ON Stn EDITION (2014) FLORIDA BUILDING CODE. • HOOD FRAME EN6INEERIN6 15 BA5ED ON NDS, "NATIONAL DE516N SPECIFICATION FOR HOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 PSF DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGL UDINO STAIRS) = 30 PSF a SLEEPING AREAS = 50 P5F ® GARAGE DEAD = 10 P5F (20 P5F TOTAL @ TILE) HIND ULTIMATE WIND 5PEED 4 EXP05URE A5 LISTED R15K GATE6oRY 11 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING NALL5 SHALL BE 2x4 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING NALL5 SHALL BE 2x4 5PF OR 5YP '5TUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARVtALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED KITH 2x 'STUD' GRADE MEM51ERS 5PAGED ® 24`0G. (MAX.). SINGLE TOP PLATES AL L01^ED PER P602.2.2.1. • 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, BEAM5 4 OTHER STRUGTURAL MEMBERS SHALL BE 5PPUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS N/ 3-ROB6 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED: APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 PONS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAIL IN6 FROM BOTH FACES ® 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL NOOD FRAMED EXTERIOR 1°tALL5 N/ 1/16" 055 FASTENED H/ 2Y2"x0.131" NAILS @ b" O.G. e EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EPOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 4 3 PLY BEAM5 OF EQUAL NIDTH, FASTEN PLIES TOGETHER KITH 3 PONS OF 3'x0.151" NAILS o 8" O/G OR 2 RON5Y4"x3Y2" 51MP50N 5D5 5CREY6 (OR 3Y2" TRU55LOK 5GREN5) ® 16" OIG. USE A MINIMUM OF 3 ROY`15 FOR BEAM DEPTHS OF 14" OR 6REATER. APPL'f FA5TENIN6 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROV 6 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" SIMPSON SD5 5GREW5 (OR 6 3/4" TRU55LOK 5GRE115) o 16" 0/G. IJSE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14' OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK SGREW5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 5OLID T BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABIJ44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 o 24" O.G. seal: iw r Jr 7732,s ATE OF T Vii•® ;FSS, oR�oa�N�,,�, ®� ®Ob (s © copyright: MULHERN & KULP SWdural Engineering, Inc. M&K project number: 181-17006 project mgr: S D I drawn by: MJS issue date: 0&02-1 7 REVISIONS: date: initial: 09-25-17 MK Ak, LU ® W eve 0 6a. 2 sheet: so• HOLD-DOWN 5CHEDULE SYMBOL SPECIFICATION ® HO -1 51MP50N HTT-4 HOLD-DONN (N/ 55TBI6 A.B.) ® HD -2 51MFSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG(96B3 ALTERNATE) LEGEND • ® INTERIOR BEARING NALL • �___� BEARING NALL ABOVE • - - - - BEAM / HEADER • _ ® ® LOCATION AND EXTENT OF SHEAR NALL ..--.-. t EXTENT OF OVERFRAMING INDICATES LOCATION OF REINFORGED GMU GORE El (SEE NOTES) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER 505TITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W H4X6 3.5"x5.5" AFP 1.6E 5HORT 1/2• PLYND FLITCH PLATE SPAN HEADER (2)2x5 (2)2x8 5PF OR 5YP #2 H/ H4x6 3.5"x5.5" AFP 1.6E SHORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 W H4x10 3.5"xq.5" AFP I.6E SHORT 1/2" PLYHD FLITCH PLATE 5PAN HEADER (2)2x12 5PF OR 5YP #2 N 3.5"xq.5" AFP 1.6E SHORT (2)2x12 1/2" PLYHD FLITGH PLATE H4x10 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) I.6E SHORT5PAN HEADERS MAY BE 5UB5TITUTED PER THE HEADER 5U35TITUTION 5GHEDULE ABOVE. 2. AFP I.6E SHORT5PAN HEADERS HAVE THE FOLLOHIN6 MINIMUM PROPERTIE5: E = 1,600,000 p51, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = 650 p51. 3. AFP I.bE 5HORTSPAN HEADER5 MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BUILDING CODE (SECTION 160q) LATERAL DE5I6N REQUIREMENTS FOR THE FOLLOWIN6 GOMMUNITIE5 ONLY: 140 MIH - EXP. G WHISPERIN6 RIDGE 5T. JAMES GROSS I N6 5HEARWATER ESTATES WYNDHAM PRESERVE - BRISSON E. ANY GOMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM MUI_HERN 4 KULP STRUGTURAL EN6INEERIN6. GENERAL STRUCTURAL NOTES ' DESIGN 15 BASED ON Stn EDITION (2014) FLORIDA BUILDING CODE. • HOOD FRAME EN6INEERIN6 15 BA5ED ON NDS, "NATIONAL DE516N SPECIFICATION FOR HOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 PSF DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGL UDINO STAIRS) = 30 PSF a SLEEPING AREAS = 50 P5F ® GARAGE DEAD = 10 P5F (20 P5F TOTAL @ TILE) HIND ULTIMATE WIND 5PEED 4 EXP05URE A5 LISTED R15K GATE6oRY 11 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING NALL5 SHALL BE 2x4 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING NALL5 SHALL BE 2x4 5PF OR 5YP '5TUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARVtALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED KITH 2x 'STUD' GRADE MEM51ERS 5PAGED ® 24`0G. (MAX.). SINGLE TOP PLATES AL L01^ED PER P602.2.2.1. • 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, BEAM5 4 OTHER STRUGTURAL MEMBERS SHALL BE 5PPUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS N/ 3-ROB6 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED: APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 PONS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAIL IN6 FROM BOTH FACES ® 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL NOOD FRAMED EXTERIOR 1°tALL5 N/ 1/16" 055 FASTENED H/ 2Y2"x0.131" NAILS @ b" O.G. e EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EPOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 4 3 PLY BEAM5 OF EQUAL NIDTH, FASTEN PLIES TOGETHER KITH 3 PONS OF 3'x0.151" NAILS o 8" O/G OR 2 RON5Y4"x3Y2" 51MP50N 5D5 5CREY6 (OR 3Y2" TRU55LOK 5GREN5) ® 16" OIG. USE A MINIMUM OF 3 ROY`15 FOR BEAM DEPTHS OF 14" OR 6REATER. APPL'f FA5TENIN6 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROV 6 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" SIMPSON SD5 5GREW5 (OR 6 3/4" TRU55LOK 5GRE115) o 16" 0/G. IJSE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14' OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK SGREW5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 5OLID T BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABIJ44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 o 24" O.G. seal: iw r Jr 7732,s ATE OF T Vii•® ;FSS, oR�oa�N�,,�, ®� ®Ob (s © copyright: MULHERN & KULP SWdural Engineering, Inc. M&K project number: 181-17006 project mgr: S D I drawn by: MJS issue date: 0&02-1 7 REVISIONS: date: initial: 09-25-17 MK Ak, LU ® W eve 0 6a. 2 sheet: so• v- m - L 2'-8" ,, 10'-0"1 15'-4" L F--- ----I PORCH B: I I 3Y2" GONG. SLAB ON GRADE (2500 P51 I N I MIN.) w/ 6x6-WI.4xNl.4 MESH OR FIBER MESH ON q5% COMPACTED FILL OR ,a I VIRGIN 501L. I � I I q I I I 5DI.0 I 5DI.0 I I — — — — — — — — — — — — — — — — — — -� T—� F 5.6.D. RECESS PER I MANUFAGTURER'5 INSTRUCTION I GONGRETE SLAB: 31V2" GONG, SLAB ON GRADE (2500 P51 MIN.) W 6x6-NI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON 615% COMPACTED FILL OR VIR61N SOIL. I I SEE BLOGK PLAN FOR VERTICAL BAR LOCATIONS I I 3 I 5DI.0 L- — — — — — —TYP. -- 12'-51/2" ----F--1-----------n1 IVH--- ------ 4— �20"xlb"xlb" HD -I IDEEP PLAIN 5DI.0 IFT6. ® HD (TYP) Iq'-10 1/2" GARAGE SLAB: I 3Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) N/ 6x6-NI.4xNI.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIRGIN SOIL. I I II — — — N W I ---------- 26-011 ------ 28'-0" SGALc: I/S"=1'-0" ALL ELEV. PORGH SLAB: 3Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) N/ 6x6-NI.4xNIA MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N SOIL. 0 24"x24"x8" FT6 ® GOR I GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DESIGN 15 BA5ED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DE51GN5 ARE ALSO ADEQUATE FOR ALLOWABLE SOIL BEARING CAPACITIES GREATER THAN THE 1500 PSF MIN. REQUIRED. (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DE5161\15 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE b FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 8 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: F'( = 2,500 p51:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR S EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED 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. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 615% GOMPAGTED FILL. • PROVIDE CONTROL JOINT5 AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 N/ MAX %` AGGREGATE • CONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPPE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA5ONRY OPENIN65 AND AT ALL NALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES 8 SCHEDULES seal: G. e'''• L� �°ENS ° /�U,'°'r r p ,3_ TF OF °B�Ua © ct: MULHERN & KULP Struduml Engineering, Inc. M&K project number; 181-17006 project mgr; SDI drawn by: (\ i s issue date: 05-02� 17 REVISIONS: date: initial: 09-25-17 MK sheet: LEFT HAND S I s 7f I�--t J 0. z 0 Z n 0 -:�I LL. Q. 0 sheet: LEFT HAND S I s MASONRY LINTEL ASSEMBLIES 5EE 5CHEDULE AND 5PEGIFIGATION5 FOR AEVL INFO 6ROVT REINFORCEMENT CROUT DE516NATION TOP 11 BOTTOM SHEAR REINFORCEMENT BOTTOM REIN. FREGA5T LINTEL W EMBEDDED REINF. ----- ----- FREGA5T LINTELw/ EMBEDDED REINF. f�M--B��2 MB -1-11 ----- (I) #5 M13-3 m� m� TOP REIN. TOP REIN. #3 VERTICAL TIES o 4"o.G. N/ (1) #5 (2) #5 180 DEGREE HOOK TV3 VERTICAL AND LOTT'S CONCRETE. - 5HEAR TIE5 - m= GROUT v GRGUT - ® BOTTOM REINF. o BOTTOM REIN. PRECAST LINTEL W EMBEDDED REIN. FRECA5T LINTEL. w/ EMBEDDED REIN. flJ�H fl a�fl 10 IE,, TH15 A55EMffi.Y REO. MB -3/ MB -3A MB -4/ MB-4A�a�NT M54A LINTEL5: LINTELS DESIGNATED WITH AN MB -3y46 5HALL BE GG 5TMTED THE 5AME A5 M13-3/4 EXCEPT THE DEPTH 5HALL BE MODIFIED FROM I'-4' TO 1'-2' BY FIELD 0U N6 THE TOP OF THE PRECAST LINTEL DOM 2'. ALL OTHER 5PECIFIGATION5 %HALL RETAIN THE 5AME. BOND BEAM REIN 5HALL RUN CONT THRU TOP LINTEL COLR5E. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP 11 BOTTOM SHEAR REINFORCEMENT MB -1 8F8-0B/0T ----- ----- MB-2 8F8 -16/0T ----- (I) #5 M13-3 8FI6-IB/IT (I) #5 (I) #5 MB -4 8FI6-2B/IT #3 VERTICAL TIES o 4"o.G. N/ (1) #5 (2) #5 180 DEGREE HOOK TV3 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-CRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS H/ SPANS 6PEATER THAN I4'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 5. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5i 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRICON (A5 GH05EN BY BUILDER) I. TERMITE PROTEGTION SHALL BE IN ACCORDANCE WITH THE FBG 8518 AND ALL RELATED SUBCATEGORIES. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON-GORR051VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE ALSO ADEQUATE FOR ALLOWABLE SOIL BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WI/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE 8 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE 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. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN SOIL OR g5% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISGONHNUOU5 END OF REINF. • GROUT SHALL BE A5TM 6416 F'c=3000 F51 N/ MAX %" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 F51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A51 -M C210, TYFE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORGED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EAGH 51DE OF ALL MA50NRY OFENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: ��1eaTaaaaa91114, •���:EPVSS,�.r(i�ro d . 77Hc4 O . rE OF, �rr��s � O R , U F •C?��0�� rrrr��#OtT/ aAa a o o� �°�9�n e Q copyright: MULHERN & KULP Structural Engineering, Inc. M&K project number: 181-17006 project mgr: S p j drawn by: miS issue date: 05-02-1 7 REVISIONS: date: initial: 09-25-17 MK d- <t - O 8" GMU BLOCK (1) #5 FROM FT6. TO R4.1 FI -FOIL OR BOND BEAM. SPLICE R4.1 FI -FOIL OR TO BE MIN. 25" FURR STRIPS GROUT CELL SOLID EQUAL OVER 3/a" (1) #5 FROM FTC. TO GONG. SLAB w/ MTL. THRESHOLD FURR STRIPS BOND M. 5PLIGE REINF. OVER 6 MIL. N /-3)'2" VAPOR BARRIER TO BE MIN. 30" —III -111=111—I I I GRADE 3Y2" GONG. SLAB w/ GROUT CELL 50LID �—_III—III—Ill—� 11- —III—III—III-I �. III—III—III=1' IHill 1111111111111' � -1111111 WWF OR FIBERME5H _ MONOLITHIG " III =III= I AIG GHA5E FVG REINF. OVER b MIL. N =1 11-III—III—III- I'' TWICE THE MIN. VAPOR BARRIER 2ND STORY PROTECTED PIPE RS FTG. SHALL BE �EERE d � III III III=III WIDE W (2) #5 BAR5 6RADE ENTRY DOOR DETAIL �/ SCALE: NT5 II—III—III—III-1 11 o _ _ _III—III—III—III _ 4 ° II—III—III—III— I' N _III—III—III—III: 1=III=III—i 1- " o =III=III—III III=III=III- � � '—III=III—III'' I—III—III= '1 11111111—III—III � 111jj1� GLEAN I LI I l i 111 I- MONOLITHIC COMPACTED FILL FOUNDATION W/ 0 15% STANDARD I, Q, (2) #5 HORIZ. DEN5ITY MIN. CONT. ON GHAIR5 (3" MIN. COVER) WHERE 2ND STORY OGGUR5 FT6. SHALL BE I'-4" WIDE w/ (2) #5 BAR5 ZF0TING SECTIONW/ BLOCKDETAIL I Nis W Q NON -LOAD BRC,. WALL GARAGE INTERIOR OPI=SET i=OOTING NONBEARING DETAIL SCALE: NT5 3/4" RECESS A SLIDING 6LA55 DR. SILL FORME SLOPE SILL FORMED ON SITE 3A" GONG. SLAB u� (2500 P.5.10 WV bxb IN I 10/10 W.W.M. AND b MIL. m I I VAPOR BARRIER I dl' 9: EXP JOINT PER MFG. SPEG5 EXTERIOR OUT5WING 4 5GD POURED 51LLB DETAIALE: NT5 CV -II O � 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID MATCH GMU LEDGE X PER 1/5DI.0 GRADE 711 I_17,III; � 1 2? I fE 1111111111 GOMPAGTED FILL r -O" FOUNDATION W/ o 15% STANDARD (2) #5 HORIZ. DEN5ITY MIN. CONT. ON GHAIR5 WHERE 2ND 5TORY (3" MIN. COVER) OGGUR5 FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 OGARAGE CURB DETAIL 2 SCALE: NTS FILLED GELL5 (SEE PLAN) 4" GARAGE -" TOP \/Vi F —1 GARAGE WALL I— 3Y2" GONG. SLAB m �4L / r �T I -111- 20"x8" THICKENED ED6E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NT5 8" GMU BLOCK (1) #5 FROM FT6. TO R4.1 FI -FOIL OR BOND BEAM. SPLICE EQUAL OVER 3/4" TO BE MIN. 25" FURR STRIPS GROUT CELL SOLID FURR 5TRIP5 TO BE MIN. 30" GONG. SLAB w/ MTL. THRESHOLD WWF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL. N /-3)'2" VAPOR BARRIER (SEE PLANS) 111_111 III—III—III=III—_III —III -111=111—I I I GRADE I- -- FILL o 15% STANDARD =1I —III ----I �—_III—III—Ill—� 11- —III—III—III-I �. III—III—III=1' IHill 1111111111111' � -1111111 �IIIIIII _ MONOLITHIG " III =III= I AIG GHA5E FVG — — — — =1 I 1=1 I = SLEEVE TO BE =1 11-III—III—III- I'' TWICE THE MIN. DIAMETER OF 2ND STORY PROTECTED PIPE CHA5E DETAIL �v/ SCALE: NTS /2" GYP. BD. EA. 51DE OF 2x'5 o 16" O.G. STUD PLATE TIES STUD TOP S BOT. (IF NOTED ON PLANS) FASTEN W/Y4"x5" LONG TAPGON5 o 2'-8" O.G. AND 12" MAX FROM END OF WALL NNLE55 NOTED PT. BOT. PLT. OTHERWISE ON PLAN5) d I_III=III=III=III ;Illlilllllilllllilllllll ..,d 11 Illilllllilllllillll A, I All I '---(2) #5 ON GHAIR5 _1L-111 DONT. ON AIRS (3" MIN. COVER) WHERE 2ND STORY OGGUR5 FTG. SHALL BE I' 8" WIDE w/ (3) #5 BAR5 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC,. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL B SCALE: NT5 8"x8" THICKENED SLAB Wl (1) #5 CONT. THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. IN GROUTED CELL, FULL HT. (SEE PLANS FOR LOCATIONS) Q (V � PROVIDE 30" MIN. LAP SPLICE 5Y2" GONG. SLAB w/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER BREAK FACE SHELL TO ALLOW FOR SLAB J GRADE j` GROUT SOLID -I 1=III—III BELOW SLAB DOWN =111— TO FOOTING (I) #5 DOWEL W/ 6" 12"Ab" DONT. CONT. HOOK (SEE PLANS FT6. W/ (2) #5 HORIZ. FOR LOGATIOW CONT. ON GHAIR5 (3" MIN. COVER) �DDROPPED GRADE DETAIL SCALE: Nr5 Y2" GYP. BD. EA. SIDE OF 2x4'5 ®16" O.G. GARAGE FASTEN O.G.AND LONG MAXFROM ® 2'-8" .G. AND 12" X FROM 2 1/4" END OF WALL NNLE55 NOTED 1 1/2" OTHERWISE ON PLANS) STUD PLATE TIES o 5TUD ? PT BOT. PLT. I TOP t BOT. (IF NOTED ON PLANS) d._. . 0 'd ° ala °°•'. „d (2) #5 HORIZ. ll CONT. ON CHAIRS 10 ll 10 0" MIN. COVER) UPLIFT GONNEGTOR5 SUCH AS SND PLATE TIES, HURRIGANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS C1 F5ET FOOTING BEARING DETAIL SCALE: Nis 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR (D � �J :DC N R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" BOND BEAM. SPLICE FURR 5TRIP5 TO BE MIN. 30" 3Y2" GONG. SLAB w/ MTL. THRESHOLD WWF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) 111_111 III—III—III=III—_III III—III= _ _ _ _ '' ;IIIIIIIIIIIIIIIIII .., d... .°11111111111111111 GLEAN COMPACTED' I—III—III III—III— I- -- FILL o 15% STANDARD =1I —III ----I �—_III—III—Ill—� 11- —III—III—III-I �. III—III—III=1' IHill 1111111111111' _ — DENSITY AND TEPMITE -1 11=III- I I I—II 1=1 11111— N TREATED �=111-111111=111=11 - MONOLITHIG " III =III= I FOUNDATION W/ p (2) #5 HORIZ. M&K project number: CONT. ON GHAIR5 MIN. (3" MIN. COVER) 2ND STORY drawn by: RS FTG. SHALL BE �EERE issue date: 05-02-1 7 WIDE W (2) #5 BAR5 ENTRY DOOR DETAIL �/ SCALE: NT5 6' GMU BLOCK J R4.1 FI -FOIL OR (D � �J :DC N EQUAL OVER 3/4" (1) #5 FROM FT6. TOFURR STRIPS BOND BEAM. SPLICE Q TO BE MIN. 30" 3Y2" GONG. SLAB w/ GROUT CELL SOLID WWF OR FIBERMESH REINF. OVER 6 MIL. PORCH SLAB 'ry1 77VAPOR BARRIER (SEE PLAW — m � Z °:. ` : d, ° I—I I I—Ill—III—Ill 1-III=1 1-� EXP GIRT ' I I_ -11111 IIIA_ d �—_III—III—Ill—� 11- —III—III—III-I �. III—III—III=1' IHill 1111111111111' I II- 111=111=III_ .III -1 MONOLITHIC GLEAN ' IIIIII- I I- FOUNDATION W/ COMPACTED FILL (2) #5 HORIZ. ® q5% STANDARD I'-0, GOVT. ON GHAIR5 DENSITY MIN. (3" MIN. COVER) WHERE 20 5TORY OGGUR5 FT6. SHALL BE I'-4" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH BLAB DETAIL seal: ,�y;g1998d3dd� cEIV s'r e :alt /732°i '. TE OFt n, S° �... R I ... •' ���°6 c .,•��,s�On���RN�N� opynght,� yN� Ku SWdural Engineering, In<. rn C J N (D � �J :DC N o m Y C' d `m Q 7 U ^ U Y � 1 UJ� N � � E z m �I C Q CR L V � fD � N LL_ r LL_ N n 0 p d M&K project number: LL 181-17006 project mgr: S D j drawn by: M J S issue date: 05-02-1 7 REVISIONS: date: initial: 09-25-17 MK M i `--I I� UJ 1 z O 7 h� LL_ r LL_ n�•-I I --I Z 0 p d LL 0. 0 sheet: SD1*0 (Yz°x0.131" TOE NAILS OVERFRAMING ROOF SHEATHING 4)3 FASTEN 2x P.T. WALL PLATE/ END P.T. (ED NAI GE NAI VALLEY SET x NAILS 6" O.G. STUD TO GMU WALL w/Y4" x 4" LONG OVERFRAMING TRU55 (EDL) TAPCON 5GREW5 @ I6" O.G. @ In ::��p 2 Y2°x0.131" NAILS @ 12" O.G. SHEARWALL END FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 END TO TRUSS BELOW WITH (1) 51MP50N MT512 — CLIP N ROOF TRU555 TYPICAL OYERPRAMING CONNECTION DETAIL (1) #5 IN BOND BEAM -- --- to tY } 1 I (I) #5 BAR IN PRECAST LINTEL I 1 (2) #55 VERTICAL IN GROUT FILLED Q CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED GELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED AU PROVIDE # OF DOWELS ® SLAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES GARAGE DOOR /-',% VERT. REINFORCING DETAIL SCALE:NTS REFER TO CONNECTION SPECIFICATIONS GHART ON 50.0 FOR J015T / RIM BOARD CONNECTION TO TOP PLATE I-JO15T5 (SEE PLAN) REFER TO DETAIL 3/5DI.0 OR 4r:2PLO FOR SOLE PLATE CONNECTION TO CONCRETE BLOGKIN6 IF REQ'D. BY J015T MANUF. INTERIOR BRC. WALL (SEE PLAN) (��LL7ICAL INTERIOR BEARING WALL DETAIL 3/4'=I' O' PERPENDICULAR FRAMIW "- C I CSI II CD 2x INTERIOR WALL - SEE PLAN ALL LAPS IN MASONRY 25" RUNNING #5 CORNER BAR GROUTED CELL SHEARINALL INTER5ECTION TYP. CORNER VERT. WALL CONNECTION DETAIL U REIINI=5. ORCING DETAIL 2xbxl2" P.T. CENTER BUCK Y2" DIA. J -BOLT' (SEE BELON) 2X4 P.T. TOP BU OF OPENING 2X8 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5))'2" DIA. J -BOLT' W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (0/2" x 3Y6' THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 5" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) ' PROVIDEY2' DIA. x 6Y2' LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION GARAGE DOOR BUCK DETAIL K SCALE: NTS E5FEGIFIGATION5 TO CONNECTION CHART ON 50.0 I-JOI5T515T / RIM BOARD (SEE PLAN)ON TO TOP PLATE RIM BOARD OR BLKG —1-1101515 PER J015T MNF. (SEE FLAW R 4/5 I.O FOR 50 /501.0 R INTERIOR PLATE L (SEE PLAN) GONPtFGTION TO CONCRETE A &TYFIOAL INTERIOR BEARING WALL DETAIL SCALE: 3/4'=t' -O' BY WINDOW/DOOR MANUFACTURER NOTES I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY IT (1) ROW OF W(,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE IY2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS STAGGERED ® I2" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME 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 2Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 5PEG5. ODOOR BUCK DETAIL H SCALE: NTS d BOND -BEAM 0-- i-- GONTIN. PREGA5T HEADER �IT 6" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EGJ4V. GA5T-CPETE WINDOW 51LL, OR EQUIV. DOUBLE WINDOW ((',—'�MA50NRY PIER DETAIL SCALE: NT9 SEE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W SIMF50H HT5MI6 TW15T STRAP. FASTEN STRAP TO GMU vt/ (4))14' DIA. x 2Y4' LONG TITEN 5GREY5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA, x 3)'2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES N/ (2) 3Y4"x0.131" NAILS ® EA. END. RETROFIT DETAIL SCALE: 3/4°=I'-0' NoTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MF50H ET EPDXY). 2. PROVIDE Ya DIA. HOLE FOR DOWEL, BLOW OR BRU5H GLEAN. 3. FOLLOW MANUF. INSTALLATION N5TRUGTION5. FUTURE GMU BLOCK DRILL 6° IN � TO EXISTG SLAB, EPDXY d DRIVE I I 1 #5 DOWEL, PROVIDE MIN. 30' LAP 5PLIGE I I I O 2\v I I z SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN 6ROUTED CELL � ET GRADE 1=III= =1 1=1I1=1 I J=:1 I< 1=111=1 I =1 I I—I T 1=1 T I—I I MI55ED DOWEL RETR01=1T DETAIL SCALE: NT5 SIM. ® 0t 5TEM FOR DROPPED GRADE LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME � SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABI_E AREA5. THESE WHERE SPEGIFIGAl_I_Y INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: e1JI29", ES F° Z� "'e✓✓ ✓ °°. i iTE OF '4U © copyright: MULHERN & KULP StmcfiA Engineering, Inc. M&K project number: 181-17006 project mgr; S D I drawn by, m JS issue date: 05-02-1 7 REVISIONS: date: initial: 09-25-17 MK CD LU ® W eJ � O 2 V n U) UJ Q �� ~moo aZ z d LL 0. a Q. 0 sheet: SD2.0 SECTION SCALE: 3/4'--1'-0' 2x4 GATS @ 16"O.G. — FASTENED TO GABLE END TRUSS w/ (2)3"x0.131" TOENAILS. PROVIDE (1) 51MF50N H3 GLIP OVERHANGS > 12" E FASTEN BOTTOM OF 2x4 " PROVIDE SOLID SHIM BETW'N J015T d FASTEN ROOF SHEATHING TO � /� I =^,1 DETP�II. PER ARGH FOR — GONNEGTOR IF J015T LOCATED LE55 THAN TOENAILS FIREPROOFING 6" O.G. 0/2" FROM GONNEGTOR. WHERE J015T 15 GREATER THAN I Y2" FROM REINFORCING AS REOURIED GONNEGTOR, REFER TO TYPICAL RETROFIT BY TRUSS MANUF. X DETAIL 0. 2x EXTERIOR WALL 2 < -SEE PLAN FOR SHEATHING EXTERIOR WALL 5HT'G. TO 2x EXTERIOR WALL AND GONNEGTION 5PEG5. RUN CONTINUOUS FULL HEIGHT 2x FA5GIA -SEE PLAN FOR SHEATHING OF WALL FROM BOTTOM OF UPLIFT GONNEGTOR AND CONNECTION 5PEG5. EXTERIOR WALL ShIT'G. TO-- RIM TO DOUBLE TOP PLATE O.G. CONNECTING BOTTOM - SEE PLAN FOR RUN GONTINUOU5 FULL HEIGHT CHORD TO TOP PLATE 5PEGIFIGATION5. FASTEN 50LE PLATE TO RIM w/ OF WALL FROM BOTTOM OF 2Y2"x0.131" @ 3" O.G. INTO DOUBLE TOP PLATE w/ 3"x0.131" NAILS o 6" O.G. 8 SHEATHING RIM TO DOUBLE TOP PLATE 50LE PLATE PLATE WITH 51MF50N A35 TO RIM w/ 2 2"x0.131" NAILS @ 6" O.G. 2Y2"x0.131" @ 3" O.G. INTO 50L CLIPS ® 32" O.G. PLATE I Ye" (MIN) 05B RIM BOARD FASTEN TO EA. I -JOIST @ TOP d I-JO15T5 0/e," (MIN) 055 RIM BOARD. — BOTTOM GHORD w/ (2) 3Y4x0.131" -PER PLAN FASTEN RIM TO EA. BLK6 NAILS PANEL w/ (3)5N'x0.131" NAILS 2 Y2"x0.131" @ 3" O.G. INTO RIM MIN. BOARD 2Y2"x0.131" @ 3" O.G. INTO RIM BOARD FASTEN RIM TO GMU BOND FASTEN EVERY OTHER I-JOI5T (w/ WEB FASTEN RIM TO GMU BOND— BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP @ 24" O.G. BLOGKIN6 BOTH 51DE5) TO BOND BEAM BEAM w/ 51MF50N HETAI6 w/ (1) 51MP50N HETAI6 (48" O.G. MAX) ' EMBEDDED STRAP @ 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" GMU BOND BEAM VERT WALL REINF. TO Wl (1) #5 CONT. EXTEND INTO BOND BEAM 8" REINF. GMU WALL 8" REINF. GMU WALL -SEE PLAN FOR VERT. qA1 -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 b HORZ. REINF. 5PEG5 SECTION SCALE: 3/4'--1'-0' 2x4 GATS @ 16"O.G. — FASTENED TO GABLE END TRUSS w/ (2)3"x0.131" TOENAILS. PROVIDE (1) 51MF50N H3 GLIP OVERHANGS > 12" E V 0 " PROVIDE SOLID SHIM BETW'N BLK'6 8 CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE BLK'6 15 GREATER THAN I Y2' FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL R. FASTEN 50LE PLATE TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.G. YS" FULL DEPTH 055 BLOCKING o 48"o.c. ALONG WALL (15T BAY ONLY) FASTEN SHEATHING TO EA. BLGGK w/ (5) #8 5GREW5 OR (5)2 Y2"x0.131" NAILS. I-JO15T5 x -PER PLAN FASTEN EVERY 0513 BLOCKING TO BOND BEAM w/ (1) 51MP50N HETAI6 (48" O.G. MAX) " 8" GMU BOND BEAM W/ (1) #5 GONT. SECTION SCALE: 3/4"=1'-o' FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ BLOCKING w/ 2Y2"x0.131 (3)3Y4"x0.131" NAILS @ 4"O.G. TOENAILS EAGH END ROOF 5HTG(4) 3 Y4"x0. SHALL BENAILS CONT. 24" MIN TIK ONTO,ROOF A WALL GON5TRUGTION— PER 5TRUGTURAL PLAN FASTEN FLOOR SHEATHING TO BLOGKING w/ 2Y2"x0.131" NAILS @ 6"O.G. I-JO15T5 - PER PLAN i FASTEN EVERY OTHER I -JOIST - (w/ WEB BLOCKING BOTH SIDES) TO BOND BEAM w/ (1) 51MP50H HETAI6 (48" O.G. MAX) SECTION �✓ SCALE: FASTEN FLOOR SHEATHING TO BLOCKING w/2 Y2"x0.131" NAILS ® 6"O.G. �� I -JOISTS -SEE PLAN -0/6" 056 RIM BOARD OR I -JOIST -SEE PLAN -(1) 51MP50N A35 -CLIP @ 16" O.G. / L 2x4 BRAGE w/2x4 T -BRACE, 5PAGED @ 4'-0" O.G. MAX. FASTEN 2x4 To 'T' w/ 5Y4"x0.131" FASTEN BOTTOM OF 2x4 GYPSUM BOARD` I'-4 MA; FASTEN ROOF SHEATHING TO � /� I =^,1 DETP�II. PER ARGH FOR — FASCIA WITH 2Y2'x0.131" NAILS TOENAILS FIREPROOFING 6" O.G. GABLE END VERTIGAL WEB REINFORCING AS REOURIED BY TRUSS MANUF. X 2 < 2x FA5GIA -SEE ARGHSEE UPLIFT GONNEGTOR 3Y4"x0.131" TOENAILS @ 12"- 2x SHEAR WALL SCHEDULE ON PLANS FOR O.G. CONNECTING BOTTOM - SEE PLAN FOR CONNECTOR SPEGIFIGATION5 CHORD TO TOP PLATE 5PEGIFIGATION5. FASTEN ROOF TRUSS TO FASTEN BOTTOM CHORD OF DOUBLE TOP PLATE w/ GABLE END TRU55 TO TOP (3) 3Y4"x0.131" TOENAILS PLATE WITH 51MF50N A35 CLIPS ® 32" O.G. V 0 " PROVIDE SOLID SHIM BETW'N BLK'6 8 CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE BLK'6 15 GREATER THAN I Y2' FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL R. FASTEN 50LE PLATE TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.G. YS" FULL DEPTH 055 BLOCKING o 48"o.c. ALONG WALL (15T BAY ONLY) FASTEN SHEATHING TO EA. BLGGK w/ (5) #8 5GREW5 OR (5)2 Y2"x0.131" NAILS. I-JO15T5 x -PER PLAN FASTEN EVERY 0513 BLOCKING TO BOND BEAM w/ (1) 51MP50N HETAI6 (48" O.G. MAX) " 8" GMU BOND BEAM W/ (1) #5 GONT. SECTION SCALE: 3/4"=1'-o' FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ BLOCKING w/ 2Y2"x0.131 (3)3Y4"x0.131" NAILS @ 4"O.G. TOENAILS EAGH END ROOF 5HTG(4) 3 Y4"x0. SHALL BENAILS CONT. 24" MIN TIK ONTO,ROOF A WALL GON5TRUGTION— PER 5TRUGTURAL PLAN FASTEN FLOOR SHEATHING TO BLOGKING w/ 2Y2"x0.131" NAILS @ 6"O.G. I-JO15T5 - PER PLAN i FASTEN EVERY OTHER I -JOIST - (w/ WEB BLOCKING BOTH SIDES) TO BOND BEAM w/ (1) 51MP50H HETAI6 (48" O.G. MAX) SECTION �✓ SCALE: FASTEN FLOOR SHEATHING TO BLOCKING w/2 Y2"x0.131" NAILS ® 6"O.G. �� I -JOISTS -SEE PLAN -0/6" 056 RIM BOARD OR I -JOIST -SEE PLAN -(1) 51MP50N A35 -CLIP @ 16" O.G. / L 2x4 BRAGE w/2x4 T -BRACE, 5PAGED @ 4'-0" O.G. MAX. FASTEN 2x4 To 'T' w/ 5Y4"x0.131" FASTEN BOTTOM OF 2x4 NAILS @ 12" O.G. BRAGE TO DBL. TOP � /� I =^,1 DETP�II. PLATE w/ (I) SIMP50H H2.5A $ (2)3Y4"x0.131" SCALE: 3/4'=1'-0' TOENAILS V 0 " PROVIDE SOLID SHIM BETW'N BLK'6 8 CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE BLK'6 15 GREATER THAN I Y2' FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL R. FASTEN 50LE PLATE TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.G. YS" FULL DEPTH 055 BLOCKING o 48"o.c. ALONG WALL (15T BAY ONLY) FASTEN SHEATHING TO EA. BLGGK w/ (5) #8 5GREW5 OR (5)2 Y2"x0.131" NAILS. I-JO15T5 x -PER PLAN FASTEN EVERY 0513 BLOCKING TO BOND BEAM w/ (1) 51MP50N HETAI6 (48" O.G. MAX) " 8" GMU BOND BEAM W/ (1) #5 GONT. SECTION SCALE: 3/4"=1'-o' FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ BLOCKING w/ 2Y2"x0.131 (3)3Y4"x0.131" NAILS @ 4"O.G. TOENAILS EAGH END ROOF 5HTG(4) 3 Y4"x0. SHALL BENAILS CONT. 24" MIN TIK ONTO,ROOF A WALL GON5TRUGTION— PER 5TRUGTURAL PLAN FASTEN FLOOR SHEATHING TO BLOGKING w/ 2Y2"x0.131" NAILS @ 6"O.G. I-JO15T5 - PER PLAN i FASTEN EVERY OTHER I -JOIST - (w/ WEB BLOCKING BOTH SIDES) TO BOND BEAM w/ (1) 51MP50H HETAI6 (48" O.G. MAX) SECTION �✓ SCALE: FASTEN FLOOR SHEATHING TO BLOCKING w/2 Y2"x0.131" NAILS ® 6"O.G. �� I -JOISTS -SEE PLAN -0/6" 056 RIM BOARD OR I -JOIST -SEE PLAN -(1) 51MP50N A35 -CLIP @ 16" O.G. / L 2x4 BRAGE w/2x4 T -BRACE, 5PAGED @ 4'-0" O.G. MAX. FASTEN 2x4 To 'T' w/ 5Y4"x0.131" L PROVIDE 2x4 BLOCKING 48" O.G. IN FIR5T (3) BAY OF ROOF TRU55E5-GUT Ti FIT TI6HT BETWEEN TRU5`: BOTTOM GHORD5 NAILS @ 12" O.G. FASTEN DRYWALL TO I �I DETAILB 6LOGKING w/5GREW5 5ECTION /NAIL5 ® " O.G. �2 SCALE: 3/4'=1b' " PROVIDE SOLID SHIM BETW'N J015T d « PROVIDE 50LID SHIM BETW'N BLK'6 d CONNECTOR IF JOST LOGATED LE55 THAN GONNEGTOR IF BLK'6 LOGATED LE55 THAN 0/2" FROM CONNEGTOR. I Y2" FROM CONNECTOR. WHERE J015T 15 GREATER THAN 0/2" FROM WHERE BLK'6 15 GREATER THAN I Y2" FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL O. DETAIL R. 0/a" 0513 BLOCKING EVERY OTHER BAY OVER 5HEAR WALL. FASTEN TO GMU BOND BEAM w/ SIMPSON HETAI6 EMBEDDED STRAP @ EA. PANEL 8" GMU BOND BEAM W/ (1) #5 CONT. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 FASTEN FLOOR SHEATHING TO RIM w/ 2Y2"x0.131" NAILS ® 4"O.G. CONT. RIMBOARD ATOP WALL. FASTEN TO GMU BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 24"o.c. SECTION �`✓J SCALE: 3/4'=1'-0' FASTEN FLOOR SHEATHING TO BLOGKIN6 W 2 Y2°x0.131" NAILS o 4"O.G. [Ya" FULL DEPTH 05B BLOGKING @ 48"o.c. ALONG WALL (IST BAY ONLY ON ONE SIDE OF WALL) FASTEN EVERY 05B BLOCKING TO BOND BEAM w/ (1) 51MF50N HETAI6 (48"O.G. MAX) . 8" GMU BOND BEAM W (1) #5 CONT. 8" REINF. GMU WALL -VERT WALL REINF. TO EXTEND INTO BOND BEAM -SEE PLAN LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REOUIRED ALL APPLIGABLE AREAS. THESE WHERE SPEGIFIGALLY INOIGATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal: g33!!Il93!!3 SIB S ATE OF �-Um ✓ .OJOR1�. �.�`' S'S C� 00 © copynghl: MUlLHERN & KULP Strudu,A Engineering, Inc. M&K project number: 181-17006 project mgr; S D I drawn by:MJS issue date: 05 02-1 7 REVISIONS: date: initial: 09-25-17 MK u)r J r' --t LL� I� W 0 or— `J z r-- 0 ZLL Z a 0 0 sheet: