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3926 Saltmarsh Lp 18-906 (a)
INDEX GENERAL NOTES: CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY F� 0.1.3 SLAB PLAN v' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FIRST FLOOR PLAN v' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.3 ELEVATIONS'u' CODES, REGULATIONS, AND FHA/VA MPS. FL 5.3.1 ROOFPLAN'U' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.3 UTILITY PLAII 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION _WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -!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 WI INCHES, OR AS OTHERWISE APPROVED. THICKNESS S ATI OF TEXTURED FINISH OVER FRAME APPLICATION C N TO FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL 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 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 IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. !6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 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 Yl CORD COP Y '� Id CD 1412 1412 421 48 75 544 V) SANFORD BUILDING DIVIc JON A PERMIT ISSU w AUTHORITY TO VIOLATE, CANCEL, ALTEF OR SET ■ E PROVISIONS OF THE T CHNICAL PLANE EXAMIN R CODES, NOR SHA TWE Dig; L ISSUANCE OF A PERM r PREVENT QPII PROM T! 'ERE V V Vtl0 REQUIRING A CORRECTION tFTER OF ERRORS I PLANS, CONSTRUCTIC N OR VIOLATIONS OF THI3 CODE 0 V /�ry [qy NV �, �4) ' . A TION TESTI MULHERN+KULP.�� p a residential structural engineering ,�. � a pry�tl - � 01= .� 20 South le Street, Sui Ambler, PA 19002� 215.646. 1 • mulhemk �� N4 ° ° ° tl "' m + o� °� EE)( Um +V,Io►� rA*j� lJE DATE: � L= I I FOR REVIEW 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 Yl CORD COP Y '� Id ELEVATION 'U' 1412 1412 421 48 75 544 SANFORD BUILDING DIVIc JON A PERMIT ISSU D SHALL BE CONSTRUE TO BE A AUTHORITY TO VIOLATE, CANCEL, ALTEF OR SET ASIDE ANY OFT E PROVISIONS OF THE T CHNICAL PLANE EXAMIN R CODES, NOR SHA TWE Dig; L ISSUANCE OF A PERM r PREVENT QPII PROM T! 'ERE . DATE REQUIRING A CORRECTION tFTER OF ERRORS I PLANS, CONSTRUCTIC N OR VIOLATIONS OF THI3 CODE �, �4) ' . A TION TESTI f48901ts to be Verified 44 Slab Inspection 1 8 9 0 fi (SAKIFORY) u i ru ilr� iliuu �, I I I, REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION N J' I r � � RT w T W N Z C/) W JC/) 0 am a I O Yl '� Id GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. -SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFICREQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER ;2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 �AJLINE OF SLAB ABOVE IF2 LINE OF FRAMED WALL aw 41 SLAB PLANU 1 11 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 29'-0" v 21'-0" 8'-011 5'-11 1/4" 00 T 61-811 1'-411 QUj' N Cj) m n N a toi_ Ui U V O 41 SLAB PLANU 1 11 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 29'-0" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: NJ 21'-0" 8'-011 5'-11 1/4" j T 61-811 1'-411 QUj' Z Cj) m n co a toi_ Ui U V O CL � OW a io .............................. U) ao T T 1 PATIO SLAB40 .............. 1 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS CE) .............................................. I I I MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO I OUTSIDE FACE. GRADE BEAMS AND APPLIANCES L............................................................................................ .................................... ]ARE DIMENSIONED TO CENTER LINE. 8'-0" 8'-5 3/4" � M ....... L, 00 a --------_ ( VERIFY UNDER SLAB AT KITCHEN ISLAND ............ 16 ;-0) 2'- 1 /2'72'_ 9 7 3/4" 2'-0 1/4" 6 T r T N I I i....a 1 I U I WH �O N F2 PORCH SLAB W a REINFORCE PER LOCAL _j CODE AND ENGINEER'S co SPECIFICATIONS [A T OP GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS W a O 2'-2" F1 16'-4" 21'-1 1/4" 2'-7 1/4" T-10 3/4" -17 29'-0" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: NJ T T j T QUj' Z Cj) m n N a 0 O io T 1 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: NJ T � � j T QUj' Z Cj) m Cj) N O SHEET NO: FL 0A 3 FLOOR PLAN KEYNOTE LEGEND N 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/211 GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE"X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = T-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS VERIFY LOCATION Inl FIFI n 3 29'- FI d 1 N N 8'-0" 5'-9 /2" 00 15'-21 /2" r C'M V-8" 11-411 io ° N 1/2" 3'-0" 7'-011 3'-011 1'-411 >M N_ Doc A/C O N N tom. 3050 SH T r 3050 SH N U. T T 1 YZZ— a) -1 CO C a "' VERIFY LOCATION Inl FIFI n 3 29'- FI d 1 211.011 N 8'-0" 5'-9 /2" � � 15'-21 /2" r C'M V-8" 11-411 ° N 1/2" 3'-0" 7'-011 3'-011 1'-411 >M C? Doc A/C O N tom. 3050 SH T r 3050 SH T s U. C YZZ— a) -1 CO C a LIDING OP 8' 8" o) 13 r, ih YPASS N OOR In T COVERED Flo N 0 N i PATIO FI RST FLOOR PLAN ELEWU' M. BED 1 =1 =011 AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 9'-4" CLG. VERIFY LOCATION Inl FIFI n 3 29'- FI d 1 . q W MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 °a , OF P 215.646.8001 • mulhemkulpxom Ilan+ I Rr arymdlL I notm&wWgdmrMamelonmWbdwdW0k L 211.011 N 8'-0" 5'-9 /2" � � 15'-21 /2" r V-8" 11-411 ° 1 1/2" 3'-0" 7'-011 3'-011 1'-411 >M Doc A/C O N LO 3050 SH 3050 SH N YZZ— o LIDING 8' 8" o) 13 r, YPASS OOR COVERED Flo i PATIO . BA. M. BED 9'-4" CLG. 9'-4" CLG. 8" 61-011 1' 1 O6068 S.G.D. 2868 6'-7" 2"-31 /2" 5'-61 / d 8'-9 1/2" _ 2868 I WICYS 9'-411 CLG. �I w d I N HVAC 2668 w r N1 I o cn r �QI 2468 ,� W "� DINING 9'-4" CLG. EQ EQ N2468 ;'' �•4 N T r• FREF rn 9'-1" 3'-31/2" 1.11 1/2" 8'-8" BED 2 9'-4" CLG. N I n 8'-9 1/2" T-7"( DW� i i KITCHEN 0 o 9'-4" CLG. 0 11 2468 BA. T 14 '-4" CLG.2'-4 _ 11 1-21 12 o N f N T } CD BED 3 FAMILY 9'-4" CLG. ;'' 9'-4" CLG. 5'-3 1/2" T-1" T-0" 3'-9 1/2" 2'-41 /2" T-5 1/2" 8 1/2" 2'-8" 5' Q LA.N 12 Q N 9'-4" CL �_/- WIC F_-� to 9'-4" CLG. ® is 01 20 8 --_ - -- J 2$66 UI W FOYER F9'-4" CLG. 0 WH N 4 '' 1 1 -2 1/2"- � o '-1 1 17'-2 1/2" r 20'-4" 3'-0" 2'-8' PORCH � SOFFIT, SEE GARAGE EXT. ELEV. 11LL77 �j eo 10" BOX COLUMN, r SEE EXT. ELEV. T 211 811 STONE VENEER, SEE EXT. ELEV. 16070 SECTIONAL 214" 16'-0" 21'-0" 81-011 29'-011 . q W MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 °a , OF P 215.646.8001 • mulhemkulpxom Ilan+ I Rr arymdlL I notm&wWgdmrMamelonmWbdwdW0k L 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: N J T � � z a r Z ° r n LL J >M Doc O N LO N r2„ o) ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 N J T � � z a r Z ° n LL J >M Doc O LL 0 xm.o",IIIIupde?'. 01 MULHERN+KULP�n� fel residential structural engineering " d ,T ,n 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulliemkulpcom c, 4 z 6C) g PaMOO Mem + 14ip hn rork�ad lie p4n kr abudme ay+�l lis nd ndAe►ed ug cher Mam�gon rtkEed b atlrr dpdph�s. 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: N J r � Cn � UJ 0 Z Cl) F L) Q V! Cl) a o O SHEET NO: FL 4.1 E16 6.. ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE FASCIA THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 04 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE 1 7 E16 F RIEZE — to IF OPENING LIMITING DEVICES COMPLYING WITH THE FFLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL 12 12 12 10" PAINTED 811CEMENT BOARD NOTES. E16 5 � ................ ........... � 5 5 SOFFIT X -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. rhr 1ST FLOOR PL. HT. — w BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 1ST FL WDW HT 2ND FLOOR '71-n" U N O ON ELEVATIONS ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 0o 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. 6" in E16 SMOOTHo ❑ ❑ N z �ffir � � SMOOTH E19 + -ROOFING: PITCHED SHINGLES PER BUILDER. $ 4" COACH LIGHT N 00 SMOOTH E19 °' -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS PER BUILDER k - SHOWN ON THE EXTERIOR ELEVATIONS m El ooIDE]EIma STONE WATER , . . TABLE � � � �� -' 10" PAINTED -ENTRY DOOR: AS SELECTED BY' BUILDER MD [E71 F71 WOOD BOX E1 COLUMN -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE 1ST FLOOR FIN. FLR. •,_ , , . .. ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. FRONT ELEVATION'U' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 12 04 �� 5 N 5 LO 611 FASs 1ST FLOOR PL. HT. _ 1011 E16 — E16 CIA — _ — Lu — ., ,' - a • - - -a, - • - --, - it 1 ST FL. WDW. HT.00 E22 e + s o',24t _� .g • bo �C Co - STONE ¢ STONE WATER w El TABLE ;.... E1F' 1 ST FLOOR FIN. FLR. — RIGHT ELEVATION"U" 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 12 5 c� 5 CV r LO E 16 6,� 1 ST FLOOR PL. HT. - — — —FASCIA — - — — — 1Z ELEVATIONU a5 REAR12 3 1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= 1'-0 AT 11 " X 17 LAYOUT 5I / N_ LO I/ FASCIA E16 • w rh 1 ST FLOOR PL. HT. — — — — — — — — — — — CP• 1 ST FL. WDW. HT. En , a y , , a r .. .. a .. ,.. .. .. .. .. .. ,. ..♦ ' ' , .. .. .. .. . ... .. — . • , .. � .. ., � 4 STONE WATER , ♦ TABLE E1 I 24 m 1 ST FLOOR FIN. FLR.MULHERN+KULP�y mresidential structural engineering, r`� OF m® �, ,�� LEFT ELEVATION'U' 20 SouthMaple Street, Suite 150 • Ambler, PA 19002 P ;°� ��.®® p 215.646.8001 • mu/hemkulpcom r. w , ��� 4 1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11" X 17" LAYOUT Ik W kMnMureanyadh. rot ra�bwed rry other Hanwbn Mid m *6 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 p copied in art or in whole p without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: ■■ N J T r � � z W 0 Z C/) Q Cl) w J >M W Doc i O 0 SHEET NO: FL 5.3 1/150 :,. . WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE RATIO: RATIO: MANUFACTURER OF HIGH AND LOW VENTS TO 1/300 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 REDUCED TO 1/300 °gym Q �'��� e,b,�ti *n.,�"f Bair 4 MULHERN+KULP residential structural engineering T -4 OF R 20 South Maple Street, Suite 150 • Ambler, PA 19002 ���,,flG� 4 Q,, a o �,�� p215.646.9001 mu/hemku/pcom 'tIF�C ��®�� Mulhlm+Iflipht fasonmroaldrrdh�s no! rarblled iMry other MiorIllrlon rd�Aed to gher dhdpina. 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: 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 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 RI III MKIn (1G[:If`IAI \/CAITC Tn QC 1142C11 CnM KAIAIIKAI IRA PAI P`111 ATOM \/CAITQ °gym Q �'��� e,b,�ti *n.,�"f Bair 4 MULHERN+KULP residential structural engineering T -4 OF R 20 South Maple Street, Suite 150 • Ambler, PA 19002 ���,,flG� 4 Q,, a o �,�� p215.646.9001 mu/hemku/pcom 'tIF�C ��®�� Mulhlm+Iflipht fasonmroaldrrdh�s no! rarblled iMry other MiorIllrlon rd�Aed to gher dhdpina. 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: 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL C/) BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL: VENTS TO BE USED FOR MINIMUM CALCULATED VENTS 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. 1 T EA T s• Q ir ROOF PLANU 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/S"=1'-0" AT 11" X 17" LAYOUT W AT" I MULHERN+KULP residential structural engineering ,F m 4U 20 South Maple Street, Suite 150 • Ambler, PA 19002 W �'� `, p215.846.8001 • mulhomku/p cam ��� �`' °dog MW mAidNpWfor *an okodhr not rwiaNea �ry alp rro�tlon need m odix a�dp�. ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET FL 5.3.1 x N J r � � } � z r Uj a JI Z C/) LL Qcl) ° 0 ap O SHEET FL 5.3.1 CJ Q A/C s C7 w J QZ .........W.... .-................W............ — CZ tXXX- Q COVERED M. BEDPATIO I .� 2 I 9'-4" CLG. / T J(111� [TV -•- WP/GFI .............................. M.43A. CE w ISSUE DATE: =o D 10.02.17 FOR w w GFI co REVIEW pC � _LL � D �- O w_ I— LL ¢ Q _Y s C7 ¢ _ ..... .................. I WIC REVISIONS: 0 W o J :LU" Qm _ �s g r K v 19'-4" CLG. I I EVAC 4 3 - W U U � m Z ¢ o U O ( W CO) Q c1 U) Q� OV J V , W I-—rv'" DINING 2 LL Z iD W ro o d J U_ W W Z QO � p s ❑ ❑ w I_ ........ _ _________ .. 9'-4" CLG. J w1 v PH r o¢C ¢ ¢ 0 o Y LL owc BED 2 REF \ 9'-4" CLG. STANDARD ELECTRICAL BOX HEIGHTS .... I....... --GF These drawings are the \ GI$I f ' ��w ALL CABwE ::) c::) 22 �-----�i i „ I I KITCHEN 9'-4" CLG. property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole BA. G I' :....... ---•-��••-��U• ••• without permission from the builder. ©2016 CLG:' -._... ® GFS , Starlight Homes a m�.0> 1, C\jLAST W 00 u FI M REVISION w - FAMILY a / ,BED \ 9'-4" CLG. 30" HIGH d _ -� BASE CABINET °' VANITY co w0 r TV LAST SAVED BY: CABINET 9'-4" CLG. 3 0 iso m co SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS I LA. I I 22 V � � 3. 9 -4 CL T •\ CH SERVICE PANEU I ._.. ELECTRIC METER _ WIC' i L ................ I--- I I I. f \, FOYER -4�� 3�) ......................• L..............................I I 9'-4" CLG. TELEPHONE/ TELEVISION • NOTES. ........1.............. __.."✓ SERVICE BOX - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. '"�"`� PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL PROVIDE CODE MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. AND Q WH WP/GFI WP/GFI 3 �, / SERVICE PANEL .-- / P/GFI 7� (NEC) � TO KEYLESS _ / ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. "SUITABLE LIGHT IN ATTIC //' //' 3 �, >0 Z FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED FOR WET OR DAMP LOCATIONS." r Q ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE /� " Uj j CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY / PROVIDE ,� �I(n 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 WP/GFI / CODE AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. / %i J (NEC) ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. / J >0 F— HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. /PORCH /) ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS,ELECTRICAL PANELS, SANITARY SUMP PITS, _ - a Q WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. �1�Z7 DRAIN TILE SUMP, AND KEYLESS KEYLESS - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S I O WRITTEN INSTRUCTIONS... GDO / PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE (DEDICATED CIRCUIT) I HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � GARAGE LEGEND: / I DUPLEX OUTLET {� CEILING MOUNTED INCANDESCENT °H CHIMES �\ 0 CEILING FAN T LIGHT FIXTURE CL] PUSHBUTTON SWITCH /,\\ (PROVIDE ADEQUATE SUPPORT) WP/GFI EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET 110V SMOKE DETECTOR WALL MOUNTED INCANDESCENT HARDWIRED AND INTER- /� CEILING FAN WITH INCANDESCENT I so GFI GROUND -FAULT CIRCUIT -INTERRUPTER LIGHT FIXTURE CONNECTED W/ BATTERY BACK-UP // LIGHT FIXTURE / / DUPLEX OUTLET. 0 RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE CO2 DETECTOR HALF -SWITCHED DUPLEX OUTLET (VP) = VAPOR PROOF co HARDWIRED AND INTER- //\\ V v ( PROVIDE ADEQUATE SUPPORT) / CONNECTED W/ BATTERY 22ov 220 VOLT OUTLET EXHAUST FAN (VENT TO EXTERIOR) BACK-UP �® GAS SUPPLY WITH VALVE ` - --_ ___ _" � - O REINFORCED JUNCTION BOX T THERMOSTAT PH TELEPHONE EXHAUST FAN/LIGHT COMBINATION —} "B HOSE BIBB N0: WALL SWITCH (VENT TO EXTERIOR) Tv TELEVISION ELECTRIC METER _-SHEET ow 1/4 WATER STUB OUT UTILITY PLAN FIRST FLOOR'U' $ s THREE-WAY SWITCH � .FLUORESCENT LIGHT FIXTURE ELECTRIC PANEL 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT FL 6.3 4 FOUR-WAY SWITCH i DISCONNECT SWITCH WALL SCONCE TECH HUB SYSTEM CONNECTION 5PEG I P I CATI ONS (TYR. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3°0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOIST/BLK'G. (1) NAIL * 4" o.c. (1) NAIL ® 4" o:c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 b" o.0 BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" O.C. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN6 WALL5 F(2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGINCG OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES LND ZONE5� 8' Garage Door +25.1 PSF/-28.4 PSF +25.1 P5F/-28.4 P5F 16' Garage Door +24.1 P5F/-2b.8 PSF +24.1 PSF/-26.8 PSF 10 SOFT. +28.8 PSF/-31,2 P5F +28.8 P5F/-38.5 P5F 20 SOFT. +27.5 P5F/-21.1 P5F +27.5 P5F/-35.1 P5F 50 SOFT. +25.8 PSF/-28.3 PSF +25.8 PSF/-32.5 PSF 100 SOFT. +24.5 P5F/-2b.q P5F +24.5 PSF/-21.1 PSF 500 5QFT. +21.5 P5F/-23.q P5F +21.5 P5F/-23.q P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 430 of least horiz. dim. or 3 ft. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 2446, EXP05URE I. FASTEN 5HEATHINO TO ROOF MEMBERS W/ 2516'W.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 b" o.c. PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 W/ NAILS 0 3 O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RIDGE5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGES 4 FASTEN W/ 2y2"4.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDING'5 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW W/ U5P MT11I2 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15F 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 TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS 0 16" O.G. UPL I FT CONNECTORS BEARING CONDITION TRIJ55H CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (M5TCb(bB3 ALTERNATE) H4X6 < 15, 51MP50N H2.5A 51NGLE ROOF TRU55 BEARING ON �m 5PAN HEADER WOOD STUD WALUWOOD BEAM (2)2x8 SPF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP IbE 5HORT > 15, 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALUWOOD BEAM H4x10 3.5"x9.5" AFP I.6E SHORT. 51NC7LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 (2)2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU HALL SPAN HEADER ALL BARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. HOLM-DOAN SCHEDULE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (M5TCb(bB3 ALTERNATE) H4X6 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • - • • - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL 0 I: ' : I EXTENT OF OVERFRAMING rWWq INDIGATE5 LOCATION OF REINFORCED CMU GORE (5EE NOTES) JL METAL MANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SGHWULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W/ H4X6 3.5"x5.5" AFP IbE SHORT 24 ®®® 1/2" PLYWD FLITCH PLATE �m 5PAN HEADER (2)2x8 (2)2x8 SPF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP IbE 5HORT I/2" PLYWD FLITCH PLATE SPAN HEADER (2)2xI0 2 2xl0 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP I.6E SHORT. 1/2 PLYWD FLITCH PLATE 5PAN HEADER (2)2x12 (2)2x12 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP I.&E SHORT Structural Engineering, Inc. 1/2" PLYWD FLITCH PLATE SPAN HEADER L WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) IhE 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER 505TITUTION 5GHEDULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = b50 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 51,1135TITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. seal: 1/15/2018 F'V Cx GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5 "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F Wproject number. DEAD = 7 P5F T.G., 10 P5F B.G. 181-17011 LOAD DURATION FACTOR = 1.25 FLOOR LIVE _ 40 P5F (INGLUDIN6 STAIRS) project mgr: SDI = 30 P5F ® 5LEEPING AREAS 50 P5F 0 6ARA6I= drawn by: MJS DEAD 10 P5F (20 P5F TOTAL 0 TILE) issuedate: 06-22-17 WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED RISK GATE60RY II REVISIONS 6ENERAL FRAt.M I NG date: initial: • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x4 5PF#2 OR 09-25-17 MK 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 12-08-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL 13E 2x4 5PF OR 5YP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 I6" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'SND' GRADE MEMBER5 5PAGED 0 24 O.G. (MAX). 51NGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x CM KIN& STUD, MINIMUM."'w - THE NUMBER OF STUDS 5PEGIFIED AT A 5UPPORT INDICATES THE, ,,•,,.,,., W NUMBER of JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE ==J SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3 -ROWS OF 3"4.131" r NAILS 0 12" O.G. 5TAGGERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 �. 2x8 MEMBERS: • FACE NAIL BUILT UP 2x P05TS W/ 3"x0.131 NAILS 0 16" O.G. W STAGGERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR HALLS W/ 7/16" 056 FASTENED W/ 2Y2"x0.131" NAIL5 ® b" O.G. @ EDGE5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL v l UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. UJ i • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING: • ENGINEERED LUMBER TO MELT OR EXCEED THE FOLLOWING: 0 • L5L Fb=2325 psi; Fv=310 p51; E=1.55x106 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A6 psi • FOR 2 t 3 PLY BEAMS OF EQUAL WIDTH, EA5TFN PLIES TOGETHERT J WITH 3 ROWS OF 3"x0.131" NAILS 0 8 OIG OR 2 I�OW5Y4"OY2° 0_ 5IMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5CREW5) 0 16" O/G. USE '� 0 A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. a APPLY FA5TENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREW5 2" FROM EDGE, SOLID 3Y2" OR 5Y4" W BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER 0 0.., 0 WITH 3 ROWS OFY4"xb" 51MP5ON SD5 50REV45 (OR (b VW TRUSSLOK ^ i C) SGREW5) o Ib" 0/6. USE A MINIMUM OF 4 ROV45 FOR BEAM DEPTHS z OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE �---+ ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM SCREWS 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTABLE. (� • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON �+ ! O PG4Z/EPG4Z GAP 4 ABU44Z BASE; U.N.O. sheet: • ALL INTERIOR WALL STUDS IN CONTACT W/ CMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. • Em Psi 24 ®®® �m OF o U ?�-�'��e © copyright: MULHERN & KULP Structural Engineering, Inc. a rn c .J 'W m C a z� W rn N Zca E • +r- � rg _J c g o0 0 L6 F'V Cx GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5 "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F Wproject number. DEAD = 7 P5F T.G., 10 P5F B.G. 181-17011 LOAD DURATION FACTOR = 1.25 FLOOR LIVE _ 40 P5F (INGLUDIN6 STAIRS) project mgr: SDI = 30 P5F ® 5LEEPING AREAS 50 P5F 0 6ARA6I= drawn by: MJS DEAD 10 P5F (20 P5F TOTAL 0 TILE) issuedate: 06-22-17 WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED RISK GATE60RY II REVISIONS 6ENERAL FRAt.M I NG date: initial: • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x4 5PF#2 OR 09-25-17 MK 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 12-08-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL 13E 2x4 5PF OR 5YP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 I6" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'SND' GRADE MEMBER5 5PAGED 0 24 O.G. (MAX). 51NGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x CM KIN& STUD, MINIMUM."'w - THE NUMBER OF STUDS 5PEGIFIED AT A 5UPPORT INDICATES THE, ,,•,,.,,., W NUMBER of JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE ==J SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3 -ROWS OF 3"4.131" r NAILS 0 12" O.G. 5TAGGERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 �. 2x8 MEMBERS: • FACE NAIL BUILT UP 2x P05TS W/ 3"x0.131 NAILS 0 16" O.G. W STAGGERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR HALLS W/ 7/16" 056 FASTENED W/ 2Y2"x0.131" NAIL5 ® b" O.G. @ EDGE5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL v l UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. UJ i • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING: • ENGINEERED LUMBER TO MELT OR EXCEED THE FOLLOWING: 0 • L5L Fb=2325 psi; Fv=310 p51; E=1.55x106 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A6 psi • FOR 2 t 3 PLY BEAMS OF EQUAL WIDTH, EA5TFN PLIES TOGETHERT J WITH 3 ROWS OF 3"x0.131" NAILS 0 8 OIG OR 2 I�OW5Y4"OY2° 0_ 5IMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5CREW5) 0 16" O/G. USE '� 0 A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. a APPLY FA5TENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREW5 2" FROM EDGE, SOLID 3Y2" OR 5Y4" W BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER 0 0.., 0 WITH 3 ROWS OFY4"xb" 51MP5ON SD5 50REV45 (OR (b VW TRUSSLOK ^ i C) SGREW5) o Ib" 0/6. USE A MINIMUM OF 4 ROV45 FOR BEAM DEPTHS z OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE �---+ ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM SCREWS 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTABLE. (� • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON �+ ! O PG4Z/EPG4Z GAP 4 ABU44Z BASE; U.N.O. sheet: • ALL INTERIOR WALL STUDS IN CONTACT W/ CMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. • "t M 1 3Y2" GONG. 5LA13 ON 6RADE N I (2500 P51 MIN) w/ 6xb-WI.4xNI.4 w- ME5H OR FIBER ME5H ON q5% 0 I GOMPAGTEP FILL OR VIR61N 501L. I � � ---- 501.0 I Ib"xlb"x8" 2I N I THICKENED SDI.O I V-0 5LAB LU2 5D1.o �- I I I I L -- —----------- —� b 2'-4" 501.0 Ib' -0" 21'-0" BLAB �OUNPATION FLAN 22x34 SCALE: 14"=1'-0" ELEV. 5, T, $ U 110 SCALE: 1/6'=1'-0" seal: 1/15/2018 . &ENERAL STRu CTURAL NOTES TERMITE PROTECTION - 5ENTRIGON (A5 GHO5EN BY BUILDER) 21'-0" No ,4 FOUNDATION C/� 21-0 �� 61-011 U1 I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG i i �w • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN EN61NEERED FORA I6"xlb"x8" R318 AND ALL RELATED 5Uk3GATE6ORIE5. 501.0 FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ;ALLOWABLE 501L SDI.O THICKENED BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE structural Engineering, Inc. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. a c • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE SLAB J 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E d SOUTHERN PINE w a °z •BUILDER TO VERIFY GORK051ON-RE515TANGE COMPATIBILITY OF °- GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 U5ED FOR ::) WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO COORD. 17'— — — — — — — — — — — — — — — — — — -� — — — — • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN LL JX 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE SHALL W U.N.O.: F'c = 2,500 p51:....... FOOTINC75 2,500 psi:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) J 'c Fy = 60,000 psi ...... REBAR WEATHER 5HALL NOT HAVE LE55 HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE • ALL CONCRETE EXPOSED TO THE THAN 5% OR MORE THAN 1% AIR ;ENTRAINMENT. N a • ALL FOOTIN65 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE 5HALL BEAR ON VIR61N 501L OR - 5EALED WITHIN THE SLAB U51N6 A NON-GORRO51VE GLAMPIN6 • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRACK5 ARE LIKELY PORCH 5LAB:= I M&K project number. I N • MINIMUM LAP SPLICES ON ALL REINFORGEMENT 5HALL BE 48 BAR 181-17011 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE I 3 Y2n GONG. 5LAB ON 6R,4DE I • GROUT SHALL BE ASTM G41b F'c=3000 PSI w/ MAX $%4" AGGREGATE I drawn by. mis • CONCRETE MA50NRY UNITS 5HALL BE A5TM Gg0 WITH A MINIMUM Issuedate: 06-22-17 AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED INSIDE MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON (2500 P51 MIN) W 6x6-WI.4xNI.4 AGI 530/530.1 � • UREINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL 09-25-17 MK BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL THE SLEEVE. EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL 12-08-17 MK ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER SYSTEM RISERS FOR • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL MESH OR FIBER MASH ON C15%_ a I • PROVIDE (U #5 BAR GROUTED SOLID ON EACH 510E OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. 5PRAY HEADS, AND ROOF DOWN5POUT5 5HALL 015GHAR6E AT • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP GOMPAGTED FILL OR VIR61N 501L. 7 W LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 510EWALL, LU • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - ==J 2 8 501.0 0 WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR Z'. 501.0 I 5PLA5H BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR L — -� ON A ROOF ABOVE ANOTHER ROOF I — — — — — , 1 3Y2" GONG. 5LA13 ON 6RADE N I (2500 P51 MIN) w/ 6xb-WI.4xNI.4 w- ME5H OR FIBER ME5H ON q5% 0 I GOMPAGTEP FILL OR VIR61N 501L. I � � ---- 501.0 I Ib"xlb"x8" 2I N I THICKENED SDI.O I V-0 5LAB LU2 5D1.o �- I I I I L -- —----------- —� b 2'-4" 501.0 Ib' -0" 21'-0" BLAB �OUNPATION FLAN 22x34 SCALE: 14"=1'-0" ELEV. 5, T, $ U 110 SCALE: 1/6'=1'-0" seal: 1/15/2018 . &ENERAL STRu CTURAL NOTES i No ,4 FOUNDATION C/� i i i U1 i i 1 3Y2" GONG. 5LA13 ON 6RADE N I (2500 P51 MIN) w/ 6xb-WI.4xNI.4 w- ME5H OR FIBER ME5H ON q5% 0 I GOMPAGTEP FILL OR VIR61N 501L. I � � ---- 501.0 I Ib"xlb"x8" 2I N I THICKENED SDI.O I V-0 5LAB LU2 5D1.o �- I I I I L -- —----------- —� b 2'-4" 501.0 Ib' -0" 21'-0" BLAB �OUNPATION FLAN 22x34 SCALE: 14"=1'-0" ELEV. 5, T, $ U 110 SCALE: 1/6'=1'-0" seal: 1/15/2018 . &ENERAL STRu CTURAL NOTES No ,4 FOUNDATION C/� w U1 • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. �w • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN EN61NEERED FORA MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ;ALLOWABLE 501L a" (D copyright: MULHERN & KULP BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. structural Engineering, Inc. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. a c • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE 0 J OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED #2. d SOUTHERN PINE w a °z •BUILDER TO VERIFY GORK051ON-RE515TANGE COMPATIBILITY OF °- HARDWARE $ FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATE0 ::) WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO COORD. z • Z O 41a • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN LL JX THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS, W U.N.O.: F'c = 2,500 p51:....... FOOTINC75 2,500 psi:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) J 'c Fy = 60,000 psi ...... REBAR WEATHER 5HALL NOT HAVE LE55 • ALL CONCRETE EXPOSED TO THE THAN 5% OR MORE THAN 1% AIR ;ENTRAINMENT. N a • ALL FOOTIN65 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE 5HALL BEAR ON VIR61N 501L OR - 145% COMPACTED FILL.. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRACK5 ARE LIKELY M&K project number. TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORGEMENT 5HALL BE 48 BAR 181-17011 DIA. • HOOK5 5HALL BE PROVIDED AT DISCONTINUOUS END OF REINF. project mgr. SDI • GROUT SHALL BE ASTM G41b F'c=3000 PSI w/ MAX $%4" AGGREGATE drawn by. mis • CONCRETE MA50NRY UNITS 5HALL BE A5TM Gg0 WITH A MINIMUM Issuedate: 06-22-17 GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON REVISIONS: AGI 530/530.1 date: initial. • UREINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL 09-25-17 MK BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL 12-08-17 MK ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (U #5 BAR GROUTED SOLID ON EACH 510E OF ALL MA50NRY OPENIN65 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 6-0" O.G. IN W EXTERIOR WALLS. (A5 5HOWN ON PLAN5) LU • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - ==J 2 BUILDER5 TO VERIFY. 0 Z'. RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES sheet, LEFT HAND 0 F,- C/� U1 z a" J Z L' 0 a d � w °z °- Q ::) N V-" z O 41a LL 4r.. 0 RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES sheet, LEFT HAND 0 q1-011 START d- r - N u WN; u Ib1-011X1 I -oil GARAGE DOOR 211-011 '-011 9 0 T 0 o L V-411 3'-81' 1-411 TART - LO� PLAN Q)==:22x34 SCALE: 1�4"= I'-011 ELEV, S 4 U 110 SCALE: I/S'=1'-0'1 MASONRY LINTEL A55EMBL I E5 5EE 5CHEPULE ANP 5FECIFICATIONS FOR ADVL INFO :... _ bur PRECAST LINTEL W 6ROUT BOTTOM REINF. EPRECAST LINTEL W EMBEDDED REINF. � I I EMBEDDED REINF. MB -1 MB -2 BOTTOM SHEAR REINFORCEMENT MB -I 8F8-OB/OT ----- TOP REINF. — TOP REIN. 8F8-I5/OT ' (1) #5 VERTICAL M6-3 8f 16-15/IT (1) #5 SHEAR TIES 1'�i,GROUT GROUT 8FI6-2B/IT (I) #5 (2) #5 BOTTOM REIN. APPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PREGA5T GO., - xBOTTOM REIN. NOTES; I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL 13E PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. PREGAST LINTEL W EMBEDDED REINF. b. ALL LINTELS 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. PRECAST LINTEL W I EMBEDDED REIN. � �yI THIS A55EM13LY REQ. MB -3/ M13 -3A MB REINFORCEMENT -4/ MB -4A TES RSI E MI34A LINTELSI LINTEL5 M16NATE-D WITH AN M"&4A SHALL BE OMTRUGTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED PROM I'-4" TO I'-2' 5Y FIELD 0UTTIN6 THE TOP OF THE PREGA5T LINTEL D" 2". ALL OTHER SFEGIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REIN SHALL RUN CONT TNRU TOP LINTEL COURrE. MABONRY L I NT L DETAILS z � z REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -I 8F8-OB/OT ----- ----- MB-2 8F8-I5/OT ----- (1) #5 M6-3 8f 16-15/IT (1) #5 (1) #5 MB -4 8FI6-2B/IT (I) #5 (2) #5 #3 VERTICAL TIES ® 4"o.c. w/ 180 DEGREE HOOK TdB APPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES; I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL 13E PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, f y=60 k51 b. ALL LINTELS 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRICON (A5 GHOSEN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51116A NON-GORRO51VE GLAMPING 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 015GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENER-AL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON bth EDITION (2017) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THE5E FOUNDATION DESIGNS ARE 5TILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENGTH5 IN 28 DAY5, U.N.O.: N, = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR t EXTERIOR) fy = 60,000 P51 ...... 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. • FOOTINC75 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O -G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END of REINF. • GROUT SHALL BE ASTM G41b F'G=3000 P51 w/ MAX 3/a" AGGREGATE • CONCRETE MASONRY UNITS 5HALL BE A5TM CqO WITH A MINIMUM COMPRESSIVE 5TRENGTH OF Ig00 P51 PM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON. AG 1 530/530.1 • F. REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 5011 LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINGS 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 MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLAN5) • ROUGH OPENINGS ARE GALLED OUT ON PLAN- BUILDERS TO VERIF=Y. seal I /2018 / 0, N � � S F °✓ © copyright: MULHERN & KULP Structural Engineering, Inc. ra J ' m c a W` y +) CD .J+ a� c � 8i5 D 2 a N C07 �4) �a W project number: 1 81-1 701 1 project mgr: S D I drawn by: MJS issuedate: 06-222.17 REVISIONS: date: Initial: 09-25-17 MK 12-08-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES O 0 sheet: LEFT HAND S2901 z � z o W IL 2o REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES O 0 sheet: LEFT HAND S2901 seal:,,,,pVp�� �0® Q F1 „MA r, or 1.D ,981��ti�p®ntt�e�3® © copyright: MULHERN & KULP Structural Engineering, Inc. c c Q a cn • LYS W U, Zcd �E as J 4-0 CL W L N 4 M&K project number: 181-17011 project mgc S D I drawn by: M JS issue date: 06.22- 17 REVISIONS: date: initial: 09-25-17 MK 12-08-17 MK CD V) r.....� W 0 UQ V z LL0 sheet: LEFT HAND S3*0 LL" � � IL p, o 0Q N � fY � p sheet: LEFT HAND S3*0 seal: 1/15/2018 8" CMU BLOCKzv"! v� 811 CMU BLOCK p,o w INTERIOR R4.1 FI -FOIL OR (1) #5 FROM FT6. TO -; 11 11 a wvNF d EQUAL OVER 3/11' BOND BEAM. SPLICE YOF 2x'5 ODIb" O.C. y21OF 2x BD. EA. 5117E ,e- ®° O #5 11 OF 2x4'5 A I6 O.G. (U FROM FT6 TO FURR STRIP'S TO BE MIN. 30 STUD PLATE TIES o FASTEN W/ Y4 "x5" LONG TAPGONS BOND BEAM. SPLICE GROUT CELL SOLID 1_ " 11 TO BE MIN. 30 •.'' STUD TOP � BOT. pF FASTEN w/Y4 x5 LONG TAPGONS ������ � 2 8 O.G. AND 12 MAX FROM 3 Ya' GONG. SLAB w/ 11 11 2 I/4" END OF WALL (UNLESS NOTED � a s GROUT CELL SOLID :'. z NOTED ON PLANS) 1_ " 11 WWF OR FIBERMESH : ,; 1 — 2 8 O.G. AND i2 MAX FROM - ( END OF WALL !UNCI=55 NOTED 1 1/2° OTHERWISE ON PLANS) ©copyright : MULNERN & KULP REINF. OVER b MIL, tai N Q = Structural Engineering, Inc, VAPOR BARRIER ;: } d �q PT. BOT. PLT. OTHERWISE ON PLANS) STUD PLATE TIES 0 STUD MATCH GMU LE06E w. PER 1/5010 ? PT BOT. PLT. I TOP BOT. (IF NOTED ON 4 PLANS) • .. ; z 111=111=Iihlll-I - ° .., ° _ _. ° , • • ° q - _ ° q.. :.Q.4W : ° ,. aP.•' ; 7 6RADE r _ _ — _ _ GRADE 4 ` . d ��—�—� ���_ _� e —_ —_ a °. ° .e' .` •° I I I 1—I 11= I I .. •8 a 1—I I 1=1 I I—III III I — ° °.., — — = I _ ° e: a .e a.. .. .! J •�' N _ _ :.. d4 1-f o _,.III -1 � I -1.—J. • a . . II III III I � Ir N rIII=III=1 �--III .. . a ' ' • I-1T_I—III=III— , ;_ _ _ • . d' ° , ,Q e ..: � • _ _ a 5� I� 1Tf lTf-III- O ;11 I_I I I-III_I I a ... • 11Tf T -TI I- II --1II_III=-I I a :'. : I-III=III-I - - - d -_- -- a :"d . e. Z I— 4 °. Ili III III III _ _ r°'d e a " of iIII=III=III a III -III -III=III=1II III EII1=117: I-- - -III-III-III I=IIh1 lT _ 1=III=1 ITI I I=I 11= -jl I II I _�(_I=I I =III -III -III= =II II I_ c TI,,,III III IIS 1II 11� III III -III ; • • � IIi-I I ' _ I_�=- � � I-=111=1 III- I f -_I 111 I I I L I -I I III III=III _ III I ,l I (� #5 HORIZ. a —I I III—III—III- 1 —111 IJJ—I - 811 811 CONT. ON CHAIRS (� #5 HORIZ.—/ I 10 Z $ f l= =1 I I MONOLITHIC GLEAN__" I -:Ill— I I= I l I (3" MIN. COVER) CONT. ON CHAIRS GLEAN -III--MONOLITHIC — (3" MIN. COVE1� v COMPACTED FILL 11_011 FOVN12ATIOIN W/ COMPACTED FILL 11_011 FOUNDATION W/ WHERE 2ND STORY ` q5% STANDARD (2) #5 HORI Z. ®q5% STANDARD (2) #5 HORIZ. OCCURS FT6. SHALL BE W +`• rn DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. CONT. ON CHAIRS 1'-8" WIDE w/ (3) #5 BARS w (3" MIN. COVER) WHERE 2N9 STORY WHERE 2ND STORY (3" MIN. COVER) T OCCURS FTG. SHALL BE OCCURS FT6. SHALL BE UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT 2 I'-4" WIDE w/ (2) #5 BARS I'-4" WIDE w/ (2) #5 BARS REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE J c U U ANCHORS AT BEARIN6 WALLS PER ABOVE, VNLE55 NOTED OTHFRWI5E ON PLANS ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS Ui POOTI NG 5EGT1 ON W/ �LOGK O T I L G,�0 A 6E GURU 1�ET�r I L INT. BE,�RI NG W,�LL POOTI NG 1XTA I L L1751T POOTING 13EARING DETAIL � �NSGALCi WALL, N% 3 1119'6 W project number. 181-17011 . 8" CMU BLOCK FILLED CELLS BEYOND ro ect m r. ?> R4.1 FI -FOIL OR P 1 9 SDI .(SEE PLAN) ; EQUAL OVER 3/4" drawnb EXTERIOR DOOR y M_IS 11 FURR STRIPS :. 4 GARAGE issue date: 06-22-17 TOP YI EW MF CONC. ER E H MTC. THRESHOLD SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: NON --LOAD BRC. WALL @CORNER VAPOR BARRIER PORCH SLAB date: Mal: F (5E PLANS) 1 ° 09-25-17 MK --6ARA6E WALL GARAGE INTERIOR ° . _IJ 1=1 I i_I I hI 11= 12-08-17 M K � I 3 Ya GONG. SLAB ' ' • � III=III—III—III—I I � = 3 Y2" GONG. SLAB III I1-111-1 III III f III (I � a . �...'a �� I 1=I I I=111 -TI -1 -III=III=111- } m 411 ° .. I_III-�-I I ... ° d I -III-III '-III-111-I I 1 • LI1=I 11=1 1I- • ... CLEAN COMPACTED=1 I—I I °' •' 1�—III �... . 4 FILL 15% STANDARD • � ... 4 — — — — ° a e ° . - GRADE �. — _ _ OEN5ITY AND TERMITE 1TH1G =1I1—T 111 T 1 I III III—III—III —I L �I i I T TREATED 11_I I I—I_L=III—I I _I I IIi-1II—III— I=1 III=1I1-1 11=1T_I �l I I•- ° e .. °... • _ _ _I i 1, 11T1 —=11=J1—lll—llll I I I I _I I1=III FOUNDATION w/ T. ; TI I IT_I—I III III I I I_I I hI 11-1T ----_ I I =1 I I—III "" 1=1 I I -117—I 11=1 I I—I I f i� I 11 (2) #5 HORIZ. -1 I I—i I—I 11=I 11=1 11=111=1 I I—I I e x8 THICKENED III=III—III—III—III_ I I I -O CONT. ON CHAIRS� 20"x8" THICKENED — =1 I hI I I—III=III=III=III=117; SLAB W/ (1) #5 CONT. " I—'' „ 'I EDGE W/ lz) #5 GOVT. —III—T III=III—IIi—III— MIN. (3 MIN. COVER) (U #5 DONT. W/ 6 I I, IIh� II I= I I 1=1 11=1 11=� "� 3" MIN. COVER WHERE 2ND STORY OCCURS FT6. SHALL BE I'-4" WIDE W (2) #5 BARS TAI TH I CKENED EVISE @ GARAGE 170OR DETAIL THICKENED EDGE DETAIL )�NTRY 11OOR DETAIL5 OPI+SETSOOTING NON�E�RIN6 DE L 6- _ 6GALCi NTg 6, M'8 SLOPE I 5125C,5 PROVIDE 30" 8" GMU BLOCK - MIN. LAP SPLICE $11 CMU BLOCK RECESS 3Yx" GONG. SLAB w/ R4.1 FI -FOIL OR ® SLIDIN6 (1) #5 VERT. IN 6LAS5 DR. ' d d° : 4 „ GROUTED CELL, FULL WWF OR FIBERMESH 11 8 CMU BLOCK REINF. OVER 6 MIL. EQUAL OVER HT. (SEE PLANS FOR VAPOR BARRIER (1) #5 FROM FT6. TO r FURR STRIPS �+ 1 Yr - LOCATIONS) : BOND BEAM. SPLICE TO BE MIN. 30" 3 Y2" GONG. SLAB W/ SILL FORMED ON SIN 4 ITE (U #5 FROM FTG. TO R4.1 FI -FOIL O�2 : ° . • ,q GROUT CELL SOLID WWF OR FIBERMESH BOND TO EBE MIN. 25" F RR STRIPS 3/4" e d 11 i I- — — PORCH SLAB EXP JOINT _ _ REINF. OVER 6 MIL. GROUT CELL SOLID � I' (SEE PLAN) � VAPOR BARRIER �•�•+ 3 Ya° CONC. 5LAB w/ I I= LJ..I s WWF OR FIBERMESH REINF. OVER 6 MIL. �i BREAK FAGS z 4 4 SLOPE ` VAPOR BARRIER N SHELL TO ALLOW .q .e — — — — — SILL FORMED ON 51TE _ — a d4, _ — I r 3 Y2 GONG. SLAB FOR SLAB I_ < I 111I I I—IT_I—III.LL (zsoo P5.1) l^U bxb =1 I I=1 I _I I —III—III—III—.I to/lo H.H.M. AND bMIL. - EXP JOINT I III ,. III—III-11 T ; O VAPOR BARRIER `z d, ' =1 11=1 11=1 11=1 11= m I GRADE I I I—III—II1-1II I' 6waDE _ ROUT SOLID =1 I I=III III—III—IIIgill.. III -1 I I=1 I I—III- — BELOW SLAB DOWN .. a• .1°.. e : , ; . z � � I—III I—III—_III- • "� _ —I I 1=I � I—III MONOLITHIC w _ __ _/ ;1I11 I IIII—III=IIIA .I I FOUNDATION W/ 'Q TO FOOTING 1- _ � GLEAN 4. :. ! ' COMPACTED FILL I_ II l2) #5 HORIZ. Q I_=III ' . —11 I= q' .. ' 12"xl6" CONT. CONT. ® q5% STANDARD CONT. ON CHAIRS Q (1) #5 DOWEL W/ 611 I 0 n O EXP JOINT a e 4 SPECS = — I : _ _' _ A/C CHASE PVC, HOOK (SEE PLANS ° . 'a FT6. W/ (2) #5 HORIZ. DENSITY MIN. (3" MIN. GOVEW �••1� Q SLEEVE TO BE FOR LOGATIOtU CONT. ON CHAIRS (311 IL_, =1 I=11 I—III-III= I I' TWICE THE °... MIN. COVEW WHERE 2ND STORY z DIAMETER OF OCCURS FTG. SHALL BE PROTECTED PIPE 11 A0 WIDE W/ l2) #5 BARS 0 LLi �l EXTERIOR OUTSWI NG 4 5GD POURED SILLS DET, I L CHASE DETAIL DROPPED GRADE DETAIL HALL @ PORCH 5LA1 DETA I L q WALCI WS 10 WAS, w9�s I I SGALr, NTS @.E�TERI.ORr, �rr6 sheet: (I) #5 IN seal: 1/15/2018 BOND BEAM NOTE5:^ OVERFRAMIN6 ROOF SHEATHING BOND -BEAM I > (4)2%"X0.113" R.5. TOE NAIL5 ^ ^ -r ►~ ALL LAP5 IN MA50NRY 25" L 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, I w 23/8'x0.113" R.5. NAIL5 o 6" O.G. FASTEN BUCK TO MA50NRY W/ (1) ROW OF %Ux4" TAPCON5 6 FROM END5# (I) 5 BAR: IN PRECAST LINTEL VALLEY 5E7 (EDGE NAIL). AND I6" O.G. MAX. TAPGONS TO BE I �" MIN. FROM EDGEAF BUCK. OVERFRAMIN6 TRU55 RUNNING BAR 3 n n n REGE55ED f 2/e X0.113 R.5. NAIL5 a 6 O.C. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. () 5s VERTICAL IN GROUT FILLED d ®, PRECAST tY CELL. IN WALL5 GREATER THAN 30" ®`^�� .'°.� 1 A � � � �0 MAIN ROOF 5HEATHING 5TRUCTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS s„�.7�,���o�,�de FASTEN EACH GA5E. } HEADER WID)=, ONLY (I) #5 15 REQUIRED OVERFRAMED TRU55 x © copyright: MULHERN & KULP END TO TRU55 BELOW `% 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EX15TINC7 2X I # VERTICAL IN 6ROUT FILLED CELL structural Engineering, Inc. (1I 5 WITH (1) 5IMP50N MT512 — BUCKED OPENING, U5E (3) ROW5 OF 3x0.131” NAIL5 STAGGERED a 12" O.G. a (IF REQ'D PER PLAN) CLIP CIE- EA. 5000E551VE BUCK. a 4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING ENTIRE COLUMN TO crn IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. I BE GROUT FILLED 0'-0�� J a) 1 m IN MINI! MAIN ROOF TRU555 #5 CORNER BAR 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) PROVIDE # OF DOWEL5 ® 5LAB TO FIN. FL. LROWS OF 2-Y2"x0.131" NAIL5 a 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS w/ 30" MIN a CD C GROUTED CELL MANUFAGTURER'5 5PEG5. LAP 5PLIGE + m BUCK SPECIFIED BY WINDOW/DOOR NOTE: ALL HOOK5 AND 5PLICE5 TO BE GON5TRUGTED AND SIZED PER NOTES z� MANUFACTURER N TYPICAL OVERFRAMING TYF. CORNER VERT. NALL GARA6E DOOR W -W A-1 .T INC", DETAIL �(MRIINr0RGNNGTION DETAIL ~��. @=V�OB7cAE:N.T.S: WfE:MSIL E a `- co N N � N 4 NOTES: L UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIW50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRUSH CLEAN. HERE W project number. 5EE DETAIL 56 ON 3. FOLLOW MANUR INSTALLATION 5TRUGTURAL PLAN5 FOR INSTRUCTIONS. 1 8 1- 1 7 0 1 1 ADDITIONAL CONNECTION FUTURE 8" INFO NOT 5HOWN HERE CMU BLOCK r—.IF--r #5 VERT. BAR To BE project mgr: S p I Y I LOCATED PER PLAN drawn by: M J S FASTEN EA. ROOF TRU55 TO GMU DRILL 6" INTO EX15T'6 I p, IN 6ROUTED CELL SLAB, EPDXY t DRIVE I I issuedate: 06-22-17 H/ 51MP50N HT5MI6 TWIST STRAP. #5 DOWEL, PROVIDE I = FASTEN STRAP TO GMU w/ (4) A" MIN. 30" LAP SPLICE I I m0 DIA. x 2)/4" LONG TITEN 5GREW5 I I z REVISIONS: I PROVIDE M015TURE BARRIER - I I I date: initial PLATE (51MP50N T55 OR SIM) a ° . 09-25-17 MK EACH TRU55.4. I ° PROVIDE 2x FLAT BLOGKIN6 FIT GRADE 12-08-17 MK _° I I—III=1 I I=T 1 � TIGHT TO ROOF TRU55E5 o EVERY OTHER BAY FA5TENED TO GMU w/ (3) I-1 I 1-11 I—I I- A" DIA. x 3,142" LONG TAPCON5. ° ;1 11=1 I I—III a. " °: I I E I -- I- II FASTEN BLOCKING TO ROOF TRUSSES - 111 111�-111 a 1—) I-1� I I I :° e. III. =III TITEN HD OR APPROVED EQUAL IN wl (2) 3Y4 x0.131 NAIL5 a EA. END. -11 PLACE OF OF J -BOLT IF M155ED DURING —1 I L, T I Fr ,J 1-1-11171 2x8x12" P.T. Ck OF OPENING - • CENTER BUCK POOLE WIN170W GE f700R BUCK IIITA I L MA NRY 1011111 17ETA 11. R�TRD� I T DETAIL. M 155En I70W�L RETR01r I T i��T,� l i. • Y2' DIA. J -BOLT* (5EE BELOW) UJ 2X4 P.T. TOP BUCK Mani 2x4 GAT5 a I6"o.c. FA5TENED TO GABLE END FASTEN SHEATHING TO 2x4 2x4 BLOGKIN6 w/ TRU55 w/ (20'x0.131" BLOCKING w/ 23/8"X0.113" (3)3 Y4"x0.131" FASTEN ROOF 5HTG. TO 0 TOENAILS R 5 NAILS 4"O C TOENAILS EAGH END 3 u u "o .2X8 P.T. BUCK EACH 510E OF OPENING PROVIDE (5)Y2" DIA. J -BOLT* W/ 5Y2' • EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1) YY x 3r(8' THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE W MAX ABV. CURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G.) * PROVIDE Y2" DIA. x 6Y2" LONG 51MP50N NOTES: L UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIW50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRUSH CLEAN. HERE W project number. 5EE DETAIL 56 ON 3. FOLLOW MANUR INSTALLATION 5TRUGTURAL PLAN5 FOR INSTRUCTIONS. 1 8 1- 1 7 0 1 1 ADDITIONAL CONNECTION FUTURE 8" INFO NOT 5HOWN HERE CMU BLOCK r—.IF--r #5 VERT. BAR To BE project mgr: S p I Y I LOCATED PER PLAN drawn by: M J S FASTEN EA. ROOF TRU55 TO GMU DRILL 6" INTO EX15T'6 I p, IN 6ROUTED CELL SLAB, EPDXY t DRIVE I I issuedate: 06-22-17 H/ 51MP50N HT5MI6 TWIST STRAP. #5 DOWEL, PROVIDE I = FASTEN STRAP TO GMU w/ (4) A" MIN. 30" LAP SPLICE I I m0 DIA. x 2)/4" LONG TITEN 5GREW5 I I z REVISIONS: I PROVIDE M015TURE BARRIER - I I I date: initial PLATE (51MP50N T55 OR SIM) a ° . 09-25-17 MK EACH TRU55.4. I ° PROVIDE 2x FLAT BLOGKIN6 FIT GRADE 12-08-17 MK _° I I—III=1 I I=T 1 � TIGHT TO ROOF TRU55E5 o EVERY OTHER BAY FA5TENED TO GMU w/ (3) I-1 I 1-11 I—I I- A" DIA. x 3,142" LONG TAPCON5. ° ;1 11=1 I I—III a. " °: I I E I -- I- II FASTEN BLOCKING TO ROOF TRUSSES - 111 111�-111 a 1—) I-1� I I I :° e. III. =III FA5TEN ROOF 5HEATHIN6 3 II 11 23/8'X0.113" R.5. NAILS a 6" O.G. X x x 12" MAXF2'-O" MINTO FASCIA WITH 2/8 X0.113 OOT✓ SHTG i i NAIL5 41x0.131" R.5. NAIL5 a 6" O.G. SHALL BE GABLE END VERTICAL WEB GONT. 24" MIN REINFORGIN6 A5 REQURIED ONTO ROOF BY TRU55 MANUF. 51MP50N HC 7 0 � -L I I 5EE UPLIFT CONNECTOR 5EE UPLIFT CONNECTOR 2x FASCIA 5GHEDULE ON PLAN5 FOR CLIP a 36"0 G. SCHEDULE ON PLANS FOR CONNECTOR 5PEGIEIGATION5 EXTERIOR 5HEATHING EDGE CONNECTOR SPEGIFIGATIONS -5EE ARCH ROOF TRU55 NAILING 2Y2'x0.131" NAIL5 ROOF TRU55E5 PROVIDE M015TURE BARRIER a b"O.G. ""'- -5EE PLAN 2x6 GEILIN6 BLOGKIN6 a 48, O.G. TO HALL PERPENDICULAR 8" GMU BOND BEAM PLATE (51MP50N T55 OR 51M.) e FA5TEN 6YP5UM CEILING TO W/ (I) #5 CONT. a EACH TRU55. BLOCKING w/ 2)'2"1 NAIL5/ 8" GMU BOND BEAM PROVIDE MOISTURE DRYWALL SCREWS a 4"O.G. AND W/ (I) #5 GOVT. BARRIER PLATE BELOW 2x4 BRACE w/2x4 T -BRACE, PROVIDE 2x4 BLOCKING 5" REINF: GMU WALL 5PAGED ® 4'-0" O.G. MAX. FASTEN BLOGKIN6 INTO TOP WOOD MEMBERS ON GMU a 4S" O.G. IN FIR5T (3) -5EE PLAN FOR VERT. VERT WALL REINF. TO FA5TEN 2x4 TO 'T' w/ 3 Y4"x0.131" � HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM (51MP50N TSS OR 51M.) BAYS OF ROOF\-!51MP50N HGAMIOKTA PLATE OF WALL w/ (i) Y4'x3 Y2" „ NAIL5 a 12" O.G. S REINF. GMU WALL TRUSSES -GUT TO FIT CLIP a 48"O.G. LONG TAPGON SCREW a 6 O.G. -5EE PLAN FOR VERT. _ S" GMU BOND BEAM w/ TIGHT BETWEEN TRU55 8" GMU BOND BEAM w/ 8 HORZ. REINF. 5PE65 VERT WALL REINF. TO (I) #5 BAR CONT: BOTTOM CHORDS (U #5 BARS GOVT. VERT WALL REINF. TO EXTEND INTO BOND BEAM EXTEND INTO BOND BEAM S" REINF. GMU WALL FA5TEN DRYWALL TO S REINF. GMU WALL VERT WALL REINF. TO BLOCKIN6 w/ 5GREW5 -5EE PLAN FOR VERT. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 /NAIL5 a 6" O.G. 4 HORZ. REINF. 5PE65 5ECTION SECTION @AWKTION SECTIONt:: 84"=I'-0" S/4"■1'-0"9/4"■I'-0 \9 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN A TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED o ALL APPLICABLE AREA�5. THESE WHERE 5PEG I E I GALLY INDICATED _I N DETAILS ,ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. I I HIP v. I. w/ 2/e X0.113 R.5. NAIL5 a 6" O.G. I/ 'fir/ r/' HIP G.T. If UPLIFT CONNECTOR -SEE PLAN HIP JACK TRU55E5 ROOF TRU55E5 -SEE PLAN T FASTEN BOTTOM CHORD OF LL G.T. TO TOP OF WALL w/ W W GMU BOND BEAM w/ 51MP50N H6AMIOKTA CLIPO (1) #5 BAR5 CONT. a 48"O.G. Q x S" REINF. GMU WALL VERT WALL REINF. TO Z F- -5EE -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 Z 2 EYT9101 [L O N z V x LL ,r— 0 SD2*0 TITEN HD OR APPROVED EQUAL IN wl (2) 3Y4 x0.131 NAIL5 a EA. END. -11 PLACE OF OF J -BOLT IF M155ED DURING —1 I L, T I Fr ,J 1-1-11171 . CON5TRUCTION POOLE WIN170W GE f700R BUCK IIITA I L MA NRY 1011111 17ETA 11. R�TRD� I T DETAIL. M 155En I70W�L RETR01r I T i��T,� l i. K scut:: krs � SGALC: N1'39/4"al.p"� SG,4t.�: M"9 SIM. •GM) S'ItM t"GR PR4MW 6RADlr UJ Mani 2x4 GAT5 a I6"o.c. FA5TENED TO GABLE END FASTEN SHEATHING TO 2x4 2x4 BLOGKIN6 w/ TRU55 w/ (20'x0.131" BLOCKING w/ 23/8"X0.113" (3)3 Y4"x0.131" FASTEN ROOF 5HTG. TO 0 TOENAILS R 5 NAILS 4"O C TOENAILS EAGH END 3 u u FA5TEN ROOF 5HEATHIN6 3 II 11 23/8'X0.113" R.5. NAILS a 6" O.G. X x x 12" MAXF2'-O" MINTO FASCIA WITH 2/8 X0.113 OOT✓ SHTG i i NAIL5 41x0.131" R.5. NAIL5 a 6" O.G. SHALL BE GABLE END VERTICAL WEB GONT. 24" MIN REINFORGIN6 A5 REQURIED ONTO ROOF BY TRU55 MANUF. 51MP50N HC 7 0 � -L I I 5EE UPLIFT CONNECTOR 5EE UPLIFT CONNECTOR 2x FASCIA 5GHEDULE ON PLAN5 FOR CLIP a 36"0 G. SCHEDULE ON PLANS FOR CONNECTOR 5PEGIEIGATION5 EXTERIOR 5HEATHING EDGE CONNECTOR SPEGIFIGATIONS -5EE ARCH ROOF TRU55 NAILING 2Y2'x0.131" NAIL5 ROOF TRU55E5 PROVIDE M015TURE BARRIER a b"O.G. ""'- -5EE PLAN 2x6 GEILIN6 BLOGKIN6 a 48, O.G. TO HALL PERPENDICULAR 8" GMU BOND BEAM PLATE (51MP50N T55 OR 51M.) e FA5TEN 6YP5UM CEILING TO W/ (I) #5 CONT. a EACH TRU55. BLOCKING w/ 2)'2"1 NAIL5/ 8" GMU BOND BEAM PROVIDE MOISTURE DRYWALL SCREWS a 4"O.G. AND W/ (I) #5 GOVT. BARRIER PLATE BELOW 2x4 BRACE w/2x4 T -BRACE, PROVIDE 2x4 BLOCKING 5" REINF: GMU WALL 5PAGED ® 4'-0" O.G. MAX. FASTEN BLOGKIN6 INTO TOP WOOD MEMBERS ON GMU a 4S" O.G. IN FIR5T (3) -5EE PLAN FOR VERT. VERT WALL REINF. TO FA5TEN 2x4 TO 'T' w/ 3 Y4"x0.131" � HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM (51MP50N TSS OR 51M.) BAYS OF ROOF\-!51MP50N HGAMIOKTA PLATE OF WALL w/ (i) Y4'x3 Y2" „ NAIL5 a 12" O.G. S REINF. GMU WALL TRUSSES -GUT TO FIT CLIP a 48"O.G. LONG TAPGON SCREW a 6 O.G. -5EE PLAN FOR VERT. _ S" GMU BOND BEAM w/ TIGHT BETWEEN TRU55 8" GMU BOND BEAM w/ 8 HORZ. REINF. 5PE65 VERT WALL REINF. TO (I) #5 BAR CONT: BOTTOM CHORDS (U #5 BARS GOVT. VERT WALL REINF. TO EXTEND INTO BOND BEAM EXTEND INTO BOND BEAM S" REINF. GMU WALL FA5TEN DRYWALL TO S REINF. GMU WALL VERT WALL REINF. TO BLOCKIN6 w/ 5GREW5 -5EE PLAN FOR VERT. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 /NAIL5 a 6" O.G. 4 HORZ. REINF. 5PE65 5ECTION SECTION @AWKTION SECTIONt:: 84"=I'-0" S/4"■1'-0"9/4"■I'-0 \9 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN A TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED o ALL APPLICABLE AREA�5. THESE WHERE 5PEG I E I GALLY INDICATED _I N DETAILS ,ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. I I HIP v. I. w/ 2/e X0.113 R.5. NAIL5 a 6" O.G. I/ 'fir/ r/' HIP G.T. If UPLIFT CONNECTOR -SEE PLAN HIP JACK TRU55E5 ROOF TRU55E5 -SEE PLAN T FASTEN BOTTOM CHORD OF LL G.T. TO TOP OF WALL w/ W W GMU BOND BEAM w/ 51MP50N H6AMIOKTA CLIPO (1) #5 BAR5 CONT. a 48"O.G. Q x S" REINF. GMU WALL VERT WALL REINF. TO Z F- -5EE -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 Z 2 EYT9101 [L O N z V x LL ,r— 0 SD2*0