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2617 Green Swallow Way 18-1399 (a)IND EX GENERAL NOTES: 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO FL A0.1.3 SLAB PLAN 'U' THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. FL A1.3 FIRST FLOOR PLAN 'U' 2. ALL WORK SHALL BE PERFORMED IN FL A4.1 SECTIONS 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 LOCAL CODE) AND MUST REST ON UNDISTURBED .SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING FL A5.3 ELEVATIONS'U' AND REINFORCING SIZES. FL A5.3.1 ROOF PLAN 'U' 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 FL E1.2 UTILITY PLAN'U' 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. RLCW) D COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE ti vD aVILDINQ DIVISIQLN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT A$ AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TES's REQUIRED Results to be Verified at Slab Inspection (LSAN1---'0j A, #�-•1399 REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N . Y/N SQUARE FOOTAGE TABULATIONS E HEATED S.F. UNHEATED S.F. CD SECOND FLOOR aO 100001 � ui LU PORCH PATIO/ COV. PATIO TOTAL Uj ELEVATION 'U' 1909 •y • e 4 70 MULHERN+KULP • e =.�• Y a*Oct residential structural engineering :0.• S ®• o r 0- - Miµ Z 20 South Maple Street, Suite 150 •Ambler, PA 19002 ---®� ®® P,."""`® 1 •. • C�� 215.646.8001 ulhemkulp.Com am • ®�® A L 0� UE DATE: 10.02.17 FOR REVIEW Cn 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/ COV. PATIO TOTAL Uj ELEVATION 'U' 1909 1909 403 70 80 553 v T= Z a am LOT 239 cn Co 3 3 C" LAST REVISION LAST SAVED BY: x J J UL Uj W U. N xW plwam Q N00 v T= Z a am SHEET NO: EL T=1 GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING, - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36 DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE ,PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE SLAB PLANU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17' LAYOUT rM 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: 2 J 0 No 77824 •p. MULHERN+KULP �-0' residential structural engineeringAo STATE OF o0 ` 20 South Maple Street, Suite 150 • Ambler, PA 19002 `'®®'<` '•., < P..°®,�, ®,o oo p215.646.8001 • mulhemku/pcom Oo� •.:? , •��®®oo '®B /A�-�' ®® � z +� n4tm&vdmyd r86.00 [*Wroowerds*ft SLAB PLANU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17' LAYOUT rM 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: 2 J >M J UL Uj � z J um a r g N w T Z Q J amI SHEET NO: FL A0.1.3 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 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 3011X2211. 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 1 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SEE OPT. COVERED PATIO ON SHEET 1 / FL A1.1.1 3 PATIO L A4. 39'-0" 4 t 0 r 00 14'-1 10'-0" 14'-2" OD 13'-91/2" 26-21/2" 4'-0" 3'-0" 8" 3'-0" 3'-1 1/2" 2'-'0 1/2" 6'-0" 7'-4" 3'-0" V-0" 3050 SH 3050 SH 6068 S.G.D. 3050 SH in a M. BED DINING 9'-4" CLG. 9'-4" CLG. r CTO ¢s FAMILY RM M9'-4" CLG. M N CV 11'-6 1 /2"'-3" 5'-8" 6'-81 /2" 12'-10" V-4 1/2" 4 5'-2" 2868 2868 a SLIDING rill 3'-6" ' " n iv w BYPASS Z 2468 OOR r_0r DW I Io C1\1 13 II 99 91 /2" 5'-3" M '-6" I °° I I M B oo4 16 °II rn II N 01 0 N 7'-3" M 4'-3 1 5'-0" 5r_ n 2'-2 2r_ " 2'-8" I G I G - I I KITCHE N IC14 `° BED 2 �o " ~ T I r WIC I N N �. n O M iii I in 9'-4" CLG. I PANTRY cm 9%4" CLG. M� LO I 1 CD D RE� I ------- ------j e M iv CV m 1 11 6 1/2" 4-8 /2 ' 5 -6 1/2" 4'-41 /2' cv 3'-51 12" 3'-41 /2" CV T T 2468 C0 L®— J c r EQ EQ N HVAC r o� 2668 d C", o BED 4 { I N M I 31 WAS ER ALWAYS C'? 9'-4" CLG, I ON LEFT, ALL VERIFY 2468 I 1 CON ITIONS 2668 bD)r� L CATION I LA d FOYE - r„_G+rr BA 2 N IN FIELD N i 9'-4" CLG. GNIITY 14 A co <r L -.-j No 'N r � WH io 2 N iv r_—Eq ---- EQ-- � N iv 468 N 1'-4" 3'-0" 114" N 3'-0" 8'-61 /2" 2'-4 1/2" 6'-1 " 514" 3'-11 " V-41 /2" C GARAGE BED 3 r N r 9'4" CLG. r T T N PORCH ' ADHEERED STONE 2'-0" FIRSTF PLANU EXTERIOR ELEV 1 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 3050 SH 3050 SH SOFFIT, SEE , „ , EXTERIOR ELEV 3, -4„ 3 -0" 8 3 -0„ 3, -4„ 0 U) 16070 SECTIONAL 16'-011 2r -Orr 2014” 5'-8 13'-41r 1 39'-0” ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: I These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: 4@pepq J No '. MULHERN+KULP ° �r residential structural engineering T 20 South Maple Street, Suite 150 • Ambler, PA 19002 • ®.10�,fi°••° 0 , P•: `�w,� • p 215.646.8001 - mulhemkulp.com , °.. • C?,� °�® S/0 a tMW+KU0 IN,dllnd ► aiyrdAr LJL namdwednd Min in rd�dearootlix SEE OPT. COVERED PATIO ON SHEET 1 / FL A1.1.1 3 PATIO L A4. 39'-0" 4 t 0 r 00 14'-1 10'-0" 14'-2" OD 13'-91/2" 26-21/2" 4'-0" 3'-0" 8" 3'-0" 3'-1 1/2" 2'-'0 1/2" 6'-0" 7'-4" 3'-0" V-0" 3050 SH 3050 SH 6068 S.G.D. 3050 SH in a M. BED DINING 9'-4" CLG. 9'-4" CLG. r CTO ¢s FAMILY RM M9'-4" CLG. M N CV 11'-6 1 /2"'-3" 5'-8" 6'-81 /2" 12'-10" V-4 1/2" 4 5'-2" 2868 2868 a SLIDING rill 3'-6" ' " n iv w BYPASS Z 2468 OOR r_0r DW I Io C1\1 13 II 99 91 /2" 5'-3" M '-6" I °° I I M B oo4 16 °II rn II N 01 0 N 7'-3" M 4'-3 1 5'-0" 5r_ n 2'-2 2r_ " 2'-8" I G I G - I I KITCHE N IC14 `° BED 2 �o " ~ T I r WIC I N N �. n O M iii I in 9'-4" CLG. I PANTRY cm 9%4" CLG. M� LO I 1 CD D RE� I ------- ------j e M iv CV m 1 11 6 1/2" 4-8 /2 ' 5 -6 1/2" 4'-41 /2' cv 3'-51 12" 3'-41 /2" CV T T 2468 C0 L®— J c r EQ EQ N HVAC r o� 2668 d C", o BED 4 { I N M I 31 WAS ER ALWAYS C'? 9'-4" CLG, I ON LEFT, ALL VERIFY 2468 I 1 CON ITIONS 2668 bD)r� L CATION I LA d FOYE - r„_G+rr BA 2 N IN FIELD N i 9'-4" CLG. GNIITY 14 A co <r L -.-j No 'N r � WH io 2 N iv r_—Eq ---- EQ-- � N iv 468 N 1'-4" 3'-0" 114" N 3'-0" 8'-61 /2" 2'-4 1/2" 6'-1 " 514" 3'-11 " V-41 /2" C GARAGE BED 3 r N r 9'4" CLG. r T T N PORCH ' ADHEERED STONE 2'-0" FIRSTF PLANU EXTERIOR ELEV 1 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 3050 SH 3050 SH SOFFIT, SEE , „ , EXTERIOR ELEV 3, -4„ 3 -0" 8 3 -0„ 3, -4„ 0 U) 16070 SECTIONAL 16'-011 2r -Orr 2014” 5'-8 13'-41r 1 39'-0” ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: I These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: �I SHEET NO: FL Al m3 I I ITf` 191 IJ .III. J >W J U' b z W a LJL O r**” J LL N N 00 0� T U. Z Q J �I SHEET NO: FL Al m3 I I ITf` 191 IJ .III. , I I - BUILDING SECTION 1 'U' 3 1/4" =1'-0" AT 22"XWLAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT W 0 r F, ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: z %%J11911®pa ®�� 1®1 J >M " No 8 4 •. 4 MULHERN+KULP ax9,' residential structural engineering - OF 4P 20 South Maple Street, Suite 150 • Ambler, PA 19002 �000� �� . 0 R 1 �«•°• �. ��o oo®®®a p215.646.6001 • mulhemkulp.com ®ONAL� 0 LL I� nx rarkwea ux aher idaartla, roAba m adier ax�A�. , I I - BUILDING SECTION 1 'U' 3 1/4" =1'-0" AT 22"XWLAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT W 0 r F, ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: z J >M J LL W 0 LL I� N CM 00T Z a J a 1 SHEET N0: FL A4.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 'FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 1 11 ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE 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 E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. FRIEZE V --12 .................................... E13 ....�............. 5. ................................................................................................................................................................. ......... E16 6.1 Meer E19 LU 2ND FLOOR _ . 7 _ 0 U.N.O.ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. 1 ST FLOOR T.O.B. —................................._.................. — — — — — — — — _ cr ROOFING: PITCHED SHINGLES PER BUILDER. I 4 1 ST FL. WDW. HT. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS — SHOWN ON THE EXTERIOR ELEVATIONS FE] El 1:71 7E] E] 0 DOOR: AS SELECTED BY BUILDER E19 MOOTH�Iv a t�S'­ -ENTRY El AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE COACH LIGHT N51 . =1 PER BUILDER ANY ROOF WITHIN 10'-0" OF CHIMNEY. STONE WATER EJ El 17 M El m w TABLE m -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S ; ' 6.1 SMOOTH E19 + c 411�} SMOOTH E19 ^j � WRITTEN INSTRUCTIONS. E1 -- ©�LLJ LL.--.Ji1i Li L.Wm o VII/ry--� I11III��"^-' T 11 II 11 II11�1 + - 1 ST FLOOR FIN. FLR. — —71 _ — _ 12 FRONTL 5 ELEVATION'U-' 1 1/4 = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT T 6" E16 o FASCIA — 1 ST FLOOR T.O.B. 1 ST FL. WDW. HT. :f STONE WATER TABLE x W 1 Ll E1 ; 1 ST FLOOR FIN. FLR. 1 1 12 RIGHT ELEVATION U 5 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"-- V-0" AT 11 " X 17" LAYOUT 611 E16 FAt_ N LO 12 �5 rh 1 ST FLOOR T.O.B. — — — — — — — — — — 1ST FL. WDW. HT. r 4 rh 1 ST FLOOR FIN. FLR— REAR ELEVATIONU 2 1/411 = 1'-0" AT 22"X34" LAYOUT 1/81-- 1'-0" AT 11 " X 17" LAYOUT 12 N MULHERN+KULP 4 residential structural engineering 5 J 20 South Maple Street, Suite 150 • Ambler, PA 19002 r •:° AT ` '.®®,ti p215.646.8001 • mulhemkulpcom 6,. E16 � Mu�em+ Iw rotrak.ed.y FASCIA a 1ST FLOOR T.O.B. — — .. - , w C*4 — 00 r Z - , '_ ` " • . ., . - : ' ` -. .. .. » . , , J 1ST FL. WDW. HT. _ am . ,. - — = — ; • _ ,. _ , , _ _ Y_ . . , » ' — — . , r , .r STONE' `, •, WATER • � , r r ,..; .'r' ,.,•. , r r, .r ,' .. .. .. TABLE El] 1 ST FLOOR FIN. FLR. �_ ,T'. — 1 ---`-`--^—• 1 T See^._!- —7.,— '��� . r y"' r r , , LEFT ELEVATION 'U' 4 AT 11'" X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be j utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: z J MULHERN+KULP 4 residential structural engineering o� ^ J 20 South Maple Street, Suite 150 • Ambler, PA 19002 r •:° AT ` '.®®,ti p215.646.8001 • mulhemkulpcom O R, •P.° � Mu�em+ Iw rotrak.ed.y ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be j utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: z J >M J LL LLJ � I o LL a 1*4va w C*4 W 00 r Z Q J am i I I SHEET NO: FIL A5.3 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE NET AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE VENTILATION OF THE VENT PRODUCT FREE CROSS -VENTILATION AREA MAYBE REDUCED TO 1/300 SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING [-PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 5M. 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 OWNER. FREE AIR MOVEMENT AS REQUIRED BY THE VERIFY WITH MANUFACTURER OF HIGH AND LOW VENTS TO BUILDING OFFICIAL. BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE N00 REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE ALL OVERLAP FRAMED ROOF AREAS SHALL INSULATION STOP SUCH THAT INSULATION DOES NOT HAVE OPENINGS BETWEEN THE ADJACENT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE ATTICS IN THE ROOF SHEATHING (AS ALLOWED 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 INDEPENDENTLY PER DEVELOPER, AT ALL CANTILEVERED 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 FACILITY. AND SHOP DRAWING TO THE BUILDER'S GENERAL DASHED LINES INDICATE WALL BELOW. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER. ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM PITCHED ROOFS AS NOTED. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'U' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH &LOW AREA 1 2382 SF 571.56 int 1143.12 int AREA 2 80 SF 19.20 int 38.40 int 11 EAVE °P °y P °f P• 0 Pso P JLHERN+KULP = * iential structural engineering 13 0. STT ti : .�P ,� , • <�m h Maple Street, Suite 1110 • Ambller, PA 19002 ® '• P,. �`,® 46.8001 • mulhen"Ip m '�°® S' 4 .R 1 p • • C7°� ®®e It ONAL.410% Nlan+wlproa fncdroonyvwtw not ialaed ny olhx tfa�Mbn rdded Eo aEier dbdpinea. 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: x J J UL Uj 5M. � z J U. a A 1_ LL N00 0 z r Z Q J a SHEET N0: r I i H Y 0 Ll.l J Z _ CM ... Z ...... Uj PATIO got WP/GFI/ HB w ISSUE DATE: a w 02.08.18 FOR °� w= D M. BED REVIEW �, 9'-4" CLG. DINING 0 Q � ~ 3 Q o a 3:` � TV ❑ 9'-4" CLG. REVISIONS: �, Z m J W = S Q W O h Q O Z I=ppLU Uj C7 O O v J OC OW Cl)iw 'v z `° o cc A -�- -- TV v = oc o o O w • . �-(�- �� w ~ z o 4 w (U-1 1 1LLJ T = W U O oCLL 7/ " STANDARD ELECTRICAL BOX HEIGHTS r �® These drawings are the FAMILY RM I3 IFGFI1I, ........................... 9'-4" CLG. property of Starlight 9 ALL CABINS ��J �`1 I Homes and are not to be r ff I... ..... GFI I I \ I utilized for construction, l Gh ....... .......I I or copied in part or in LL �,, I ,...........!... f a I I �, whole without permission o n° I I from the builder. © 2016 o M. BA ), 0 ... ...... I i % Starlight Homes LAST REVISION m I N GSI I I w 1 GPI GF \ KITCHEN l 2: X CP_.� 0 0 WIC I BED 2 ,.a. 30"HIGH = J BASE CABINET coI VANITY M 4 a CABINET _ cv 9'-4" CLG. 1 I NOATT CESS LIGHT — / 9'-4" CLG. LAST SAVED BY: 0 I o I ::::::.::....::::::::..:.. ::.......... ::::...: - .... :...:::...1............. PH ................. ...................... , w_. % I ;P Z10 .................................... r —418'-Pl /2"_ �" / CL BED 4L L ----� SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES — J 3 9'-4" cLG. `-- OVER BATH CABINETS OVER KITCHEN CABINETS -KEY / i......... SS GFI WP/GFI C� A/C COND. I / I I , I i vac ............� :Y - ❑FOY �� VERIFY LOCATION >= NOTES. ' I e 9'-4" CLAS - BA 2 - IN FIELD J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. I � �I `-\ I-...�-........... \' ,� _ 1 AC LL PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL I ! �� - CODE AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REC. I / I ( (NEC) - PUMPso aha 1 .......................... LU ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - / A/C DISCONNECT. Z - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." SERVICE FI (:WH `o`o GFI ® -.........-......_ _ _ _ ._ ..... _ .� _ _ Q ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE PANEL i. S� J CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY - ........,_ / I TELEPHONE/ UM CL NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 6'-0" I I TELEVISION - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.'" I S SERVICE BOX I SERVICE PANEL/ J - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ELECTRIC METER - - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ! \co WP/GFI - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS' ,/GARAGE ' r WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. KEYLESS KEYLESS Z / I B E D 3 q LEGEND: GDO DEDICATED CIRCUIT / 9-4,, CLG. -0- CEILING MOUNTED INCANDESCENT CHIMES DUPLEX OUTLET LIGHT FIXTURE C�7 PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF \\ � �i�\\ V v CEILING FAN (PROVIDE ADEQUATE SUPPORT) � / F�ORCH 1 J (� WMIN "I" SMOKE DETECTOR GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT HARDWIRED AND INTER- gDBATTERY\\ GROUND -FAULT CIRCUIT-INTERRUPTER—� LIGHT FIXTURE CONNECTED W/ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE � aF, BACK-UP ADEQUATE DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE SUPPORT) TpR (PROVIDE OR CEILING MOUNTED LIGHT FIXTURE R&TREECD AND INTER v HALF -SWITCHED DUPLEX OUTLET (VP) = VAPOR PROOF �jINTER- HALF-SWITCHEDco CONNECTED W/ BATTER BACK-UP �® GAS SUPPLY WITH VALVE zaov 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) / O THERMOSTAT Q REINFORCED JUNCTION BOXVINY EXHAUST FAN/LIGHT COMBINATION P" TELEPHONE "e HOSE BIBS _ ..._-------------.— _ - (VENT TO EXTERIOR) ry TELEVISION SHEET NO: WALL SWITCH ,q a THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE n ELECTRIC METER �" 1/4" WATER STUB OUT FIRST FLOUR UTILITY PLANU FL 6.3 © ELECTRIC PANEL a FOUR-WAY SWITCH WALL SCONCE 1 `-/ 1/4" - V-0" AT 22"X34" LAYOUT 1/8"-- V-0" AT 11" X 17" LAYOUT TECH HUB SYSTEM y DISCONNECT SWITCH I CONNECTION SPECIFICATIONS (TYP. U.N.0) 140 MPH DESCRIPTION OF BLD6. ELEMENT 300.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/5LK'67. (1) NAIL o 4" o.c. (1) NAIL o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS ® 1611 O.C. DOUBLE TOP PLATE LAP 5PLIGE 1 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTER5ECTIN6 WALL5 (2) NAILS (2) NAILS * 0/2"0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PACIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) Window $ boor Allowable Wind Pre5sure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 P5F/-28.4 PSF +25.1 P5F/-28.4 PSF 16 Garage Door +24.1 PSF/-26.8 P5F +24.1 PSF/-26.$ P5F 10 SOFT. +28.8 PSF/-31.2 P5F +28.8 PSF/-38.5 PSF 20 5QFT. +27.5 P5F/-21.1 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.8 P5F/-28.3 P5F +25.8 P5F/-32.5 P5F 100 SOFT. +24.5 PSF/-26.q P5F +24.5 P5F/-2q.1 PSF 500 SOFT. +21.5 PSF/-23.1 P5F +21.5 P5F/-23.1 P5F (DEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR 50HEDULE FOR ALL ROOF TRU55 CONNECTORS, • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN, 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 23/,s"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 b" ox.. 0 PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 W/ NAILS 0 3" O.G. e AT ALL AREAS WITHIN THE END ZONE D15TANGE FROM ROOF EDOE5, RIDGE5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGES 4 FASTEN W 2Y2"x0.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW W/ U5P MTWI2 AND (2) 3x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • ROOF TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"4.131" NAILS o Ib" O.G. UPLIPT GONNEGTOR5 BEARING CONDITION TRUSS CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 51MP50N M5TG66 STRAP TIE (24" END LENGTH) (MSTGb(M33 ALTERNATE) < 15' 51MP50N H25A 51NG1 E ROOF TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE, HOLD-POINN 5GHEVULE SYMBOL 5PEGIFIGATION HD -I 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 51MP50N M5TG66 STRAP TIE (24" END LENGTH) (MSTGb(M33 ALTERNATE) LE6END • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • -- • • - BEAM / HEADER • ri LOCATION AND EXTENT OF SHEAR WALL • 1 : ; ::: ; : 1 EXTENT OF OVERFRAMIN6 INDICATES LOCATION OF REINFORCED GMU GORE f (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION 2 2xb 5PF OR 5YP #2 W/ 3.5"x5.5" AFP 1.6E SHORT (2)2x6 1/2" PLYWD FLITCH PLATE H4' SPAN HEADER 2x8 5PF OR 5YP #2 W/ 3.5"x5.5" AFP 1.6E SHORT (2)2x8 2 1/2" PLYWD FLITCH PLATE H4x6 SPAN HEADER 2 (2)2x10 2x10 5PF OR 5YP #2 VV H4x10 3.5"x9.5" AFP I.6E SHORT I/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x12(2 2x12 5PF OR 5YP #2 W/ H4x10 3.5"0.5" AFP 1.6E SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER I. WHERE 51PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUCTS (AFP) 1.6E 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT51PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = I,bOOp00 pal, Fb = 1,500 psi, Fv = 115si, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE SUB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 51PEGIFIED ON THE PLAN5. 4. REFER TO THE 5TANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTE5 ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th .EDITION (2011) FLORIDA BUILDING GODS (SECTION I60G) LATERAL DE516N REQUIREMENTS AOR THE FOLLOWIN6 COMMUNITIES ONLY: 140 MPH -AXP. G WH15PERIN6 RID6E 5T. JAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BR1550N E. HI6HLAND MEADOWS CHERRY LAKE LANDING ANY COMMUNITY NOT L15TED HERE REQUIRES FORMAL EVALUATION Q APPROVAL FROM MULHERN 9 KULP STRUCTURAL ENGINEERING. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING I5 BASED ON NDS, "NATIONAL DE51614 SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = I PSF T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS) 30 P5F @ SLEEPING AREA5 = 50 P5F @ 6ARA6E DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 LISTED R15K GATEGORY II 6ENFRRL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUGTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED 0 Ib" O.G. (MAX). • ALL NON-13EARIN6 INTERIOR 5TUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). 51N6LE TOP PLATES ALLOWED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"4.131" NAILS 0 12" O.G. 5TAG6ERED. APPLY NAILING FROM BOTH FACES @ 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® Ib" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/16" 05B FASTENED W 2Y2"x0.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • 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.Ox10A6 Pr I • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS ® 8" 0/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 169" 0/0. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 %" TRU55LOK 5GREW5) @ lb" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK SCREW. LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE, A SOLID T BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O, • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: 1/15/2018 <, •✓ a 4 •'•. A U' - i= °ei 000 r, JP N Aa ® 100 Q copyright: MULHERN & KULP Structural Engineering, Inc. J Dm c c w Z3 LO +, F4 U LLJ 4 N J +r a c � D 2 .a N CA Ln N n W project number: 181-16003 project mgr. S D I drawn by: M E S issue date: 10- `[ 4-1 6 REVISIONS: date: initial: 03-06-17 MK 06-02-17 MK 12-11-17 MK �I � Cn LU �, 0 �i W S0.0 I6'-8" 6'-0" I6'-4" 14'-10" 10'-0" 14'-2" �— — — — — — -� PORCH SLAB: 3 Y2" GONG. SLAB ON GRADE. SDI.o I (2500 P51 MIN) w/ 6x6-WI.4xNI,4 N I MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIRC71N 501L. q I 1 ( SDI.O I 5D1.0 5.6.0. REGE55 PER I MANUFACTURER'5 INSTRUCTION 5EE BLOCK PLAN FOR VERTIGAL BAR LOGATION5 m I I PORCH SLAB: 5 3 Y2" GONG. SLAB ON GRADE I sD1.o I 20'-1" (2500 P51 MIN) w/ 6x6-WI.4XNI.4 MESH OR FIBER MESH ON q5% L-- ---------- — GOMPAGTEP FILL OR VIR61N 501L. I I I I I I TERMITE PROTECTION - 5ENTRIGON (AS CHOSEN BY BUILDER) I. TERMITE PROTEGTION SHALL BE IN AGGORDANGE WITH THE EBG 8318 AND ALL RELATED 5UBGATEGORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATIN6 GONGRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF CELLULOSE GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATIOW5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOHN5POUT5 SHALL 015GHAR6E AT LEAST I FOOT (305mm) ANAP FROM THE STRUCTURE SIDENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENFRAL STRUCTURAL NOTES FOUNPATION • DE51614 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE ALSO ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L IS PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT N/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO COORD. • CONGRETE DE51ON BASED ON AGI 318. CONCRETE SHALL- ATTAIN THE FOLLOHIN6 MINIMUM COMPRESSIVE 5TRENOTH5 IN 26 DAY5, U.N.O.. f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LA135 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR C45% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA5 EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15CONTIN0005 END OF REINF. • GROUT SHALL BE ASTM G416 F'c=3000 P51 w/ MAX 3%s" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GIO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU DE516N BASED ON AGI 530/530.1 • EREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (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 MASONRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: 1/15/2015 ®®®® g G. % EN m p � P b P T OF © copyright ; MULHERN & KULP Structural Engineering, Inc. J c Q a C i a) dE so Z� DC W N _ �o en . N Ld Ld Q6 M&K project number: 181-16003 Irojed mgr SDI drawn by: M E S Issue date: 10- 14- 16 REVISIONS: date: initial: 03-06-17 MK 06-02-17 MK 12-11-17 MK GARAGE 5LA13: 3 Y2" GONG. SLAB ON GRADE ( SDI.o I I v 1 (2500 P51 MIN.) w/ 6x6-W1.4xNI.4 I = I I z ME5H OR FIBERME5H OVER 6 I I 12 MIL. POLY ON q5/ GOMPAGTED I LU SDI.o SD1.o FILL OR VIRGIN SOIL. I I I a LL 2 N SDi.o ISDI.o I SD1.o I Q O I N I L-------- --� w Z Q 5D1.z 0 5D1.0 LLCL 0 2'-011 16'-0.1 2'-0" S'-8" -o 20 -o 13'_4" sheet: LEFT HAND Ig I 5LA15 �OUNPATION PLAN REFER TO 5-0.0 FOR TYPIGA�L 3g' -o" SCALE: I/8"=1-0" ELEV. T 4 U 5TRUGTURAL NOTE5 4 SGHEDULE5 S• i d MA50NRY LINTEL A55EMSL I E5 5EE 50HEOULE AND 5PECIFIGATIONS FOR ADD'L INFO GROUT .� GROUT MARK °0 BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. i` PRECAST LINTEL W � t%13EDDED REINF. MB -1 MB -2 ----- -- — TOP REINF. — TOP REINF. ----- VERTICAL M113-3 SHEAR TIES GROUT m GROUT • m BOTTOM REINF. ;e' BOTTOM REINF. PRECAST LINTEL W Eh1BEDDEv REINF. PRECAST LINTEL W I I EMBEDDED REINF. I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. � 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. SEMBLY Q. MB -3/ MB -3A MB -4/ MB -4A jT=!1E5SE1E SC HIM&E. IT MB-#& LINTELS: LINTEL5 DESIGNATED WITH AN M3-36/46 SHALL BE 6ON57RUGTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4' TO I'-2' BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINP SHALL RUN CONT THRU TOP LINTEL COURSE. MA50NRY LINTEL VETAIL5 REINFORCEMENT MARK DE5I67NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 5F8-0B/0T ----- -- MB-2 8F8-I13/0T ----- (I) #5 M113-3 8FI6-IB/IT (1) #5 (1) #5 MB -4 8FI6-2B/IT (1) #5 (2) #5 #3 VERTICAL TIE5 ® 4"o.G. w/ 180 DEGREE HOOK T413 APPROVED LINTEL MANUFACTURER5 ARE: GMT-GRETE, GVALITY PRECAST GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE PILLED LINTELS A5 REWIRED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksi 6. ALL LINTEL5 5PECIPIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE -516N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R30 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB USING A NON-CORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIOE5 5HALL BE APPLIED INSIDE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRI6ATIOW5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL DI5GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLO6K5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THE5E FOOTI N65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 5011 - BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5T1LL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MA50NRY FOUNDATION 5HALL BE PRF5FRVATIVE TREATED 5OUTHERN PINE #2. *BUILDER TO VERIFY GORROSION-RESI STANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIER5 TO GOORD. • CONCRETE DE516N BA5ED ON AGI 316. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 26 DAYS, U.N.O.: f'c = 2,500 psl:....... FOOTINC75 2,500 psi: ....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED To THE WEATHER 5HALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTING5 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNET 5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY To DEVELOP. (20'-0" o.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 45 BAR DIA. • HOOKS SHALL BF PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT 5HALL BE ASTM G416 F'c=3000 PSI w/ MAX %" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM CIO WITH A MINIMUM COMPRE551VE 5TREN6TH OF I a00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGF WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE To BE GONTINUOU5 FULL LENGTH of WALL • PROVIDE (1) #5 BAR GROUTED 501-10 ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTI GAL RE I NFORGEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLAN5) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal, 1/15/2018 %%*,% %J111111ap°°®®® ��.•�'�C N ° °• ®!�/�y'o®oo 0 0 "I 11111"t © copyright ; MULHERN & KULP Structural Engineering, Inc, c Yc ZCx� W` W' N = w J 4. .9 s c g co a� L c5 U M&K project number, 181-16003 project mgr .S D I drawn by: M E S issue date: 10-1,1-1 6 REVISIONS: date: Initial: 03-06-17 MK 06-02-17 MK 12-11-17 MK on 111101111 LU 2 0 r (f) J z U. O (L N w 00 t} Z Q 0 m a. o BLOCK PLAN RESER TO 5-0.0 FOR TYPICAL sheet LEFT HAND ��•SCALE:va°=r-o° ELEV. r a u STRUGTURf�L NOTES ff SCHEDULES ROOD FRAMING PLAN SCALE: I/V=1'-0" ELEV. U seal: 1/15/2018 ado®e®aaaaaa�°®®® 4®`®� �••• •ea s.e••4.®� ®I ♦ a w o 78 r V M T 0 s�✓�..�� � • ®R Q copyright: MULHERN & KULP Structural Engineering, Inc. J �c a lu g� Wco` _; yE +r- r N N Q IV M&K project number: 181-16003 project mgr. S D I drawn by. M IE S issue date. 1 0.1 4.1 6 REVISIONS. date. initial. 03-06-17 MK 06-02-17 MK 12-11-17 MK LU WM2 0 U? z o., c� LL � o N I1, 2 � ii O Z 0 a, � o LEFT HAND RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES S3.2 8" CMU BLOCK 8" CMU BLOCK R4.1 FI -FOIL OR N #5 FROM FTG. TO IS #5 p a EQUAL OVER W BOND BEAM. SPLICE 02'F 2x'5 oDIb�O.CIDE N FROM FT6. T FURR STRIPS TO BE MIN. 30 BOND BEAM. SPLIGE &ROUT CELL SOLID STUD PLATE TIES o STUD TOP 4 BOT. (IF TO BE MIN. 30" " ;` NOTED ON PLANS) ;: 3Ya GONG. SLAB w/ z FASTEN W/Y4"x5" LON& TAPGONS &ROUT DELL SOLID WWF OR FIBERME5H — 0 2'-8" O.G. AND 12 MAX FROM REINF. OVER 6 MIL. 7 END OF WALL MCE55 NOTED VAPOR BARRIER} d PT. BOT. PLT. OTHERWISE ON PLANS) _ - MATCH CMU LEDGE 4 PER I/SDI.0 4••.4. d. A. III—III—III—III—I �, d'rVilITC11 &RADE _ —T &RADEI—IIIII_ ,III—III—IS—SI :.—=--N�_a—Iff_ I____°—__—I� 1 111 I—III-1 I I :. ': ' 1=1 I M I 1=1 II—T—•I111=111=III I—I I I ---I I I= '—III 1I ILII I-1—III—III—I I1— 1—I —I I I=''' ' III= I •. I fit III—III—I ' I_I=1Tf=1 I I I I I=1 I f= '=1 11=1 11=1 I I I I 1=1 I I 1- 1 fel I I—I I -I 1. , I 1 I -11 I=1 I, 111 II -1 _� II__bit11=-1 11=_ I I II; ,I I' _ �� �� (2) #5 HORIZ. I I-11 1111-111-111- 1111 III—I 11-1 - 8 a CONT. ON CHAIRS GLEAN " I I 1—I I ISI I I MONOLITHIC GLEAN " I I =--� MONOLITHIC 0" MIN. COVED COMPACTED FILL I'-0„ FOUNDATION W/ COMPACTED FILL 11_0" FOUNDATION W/ WHERE 2ND STORY 0 85% STANDARD (2) #5 HORIZ. 0 g5% STANDARD (2) #5 HORIZ. OCCURS FT6. SHALL BE DENSITY MIN. CONT. ON GHAIRS (3" MIN. COVER) DENSITY MIN. CONT. ON CHAIRS I'-8" WIDE w/ (3) #5 BARS WHERE 2ND STORY WHERE 2ND STORY (3" MIN. COVER) OGCUR5 FT6. SHALL BE OCCURS FT6. SHALL BE UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT 1'-4" WIDE w/ (2) #5 BARS 1'4' WIVE w/ (2) #5 BARS REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS ofOOT1 N6 SECT101 W/ BLOCK DETAIL 2 G, R, 6E CURB i1ETA I L 3 I NT. 5EAR1 N6 WALL FOOTI N6 DETAIL L scale= NT5 scale= NT5 scale= RM FILED CELLS (SEE PLAN) ss: 4" 6ARA6E TOP YIEW NON -LOAD BRO. WALL @CORNER 6ARA6E INTERIOR - 6ARA6E WALL 3,V2" GONG. 5LA13 m �-- 4" ° ° A d °Q O _ — — — - —_=1 I L=1 I 1=1 I 1=1 I I—I 11=1 '�• �+ �� � '.:. � .�. , • . d . . ''=1IIIiIIIIIiIIIIIiI�i L�IIIIiI IIm'TIiITIiIIIL�.iII1-'• �,�''1�... �<:° • .... •'��—�i�—�—T 20"x8" THICKENED EDGE W/ (2) #5 CONT. 8"x8" THICKENED 5LA13 W/ (I) #5 DONT. 5 0 FSET FOOTING NONBEARIN6 DETAIL 6THICKENED ED6E ® 6ARA6E DOOR DETAIL THICKENED EDGE DETAIL WALS Ill scale= 105SGALe= NT5 SLOPE R MFG. SPECS VV'f I 8 CMU BLOCK PROVIDE 30" /4 RECESS I MIN, LAP SPLICE 0 SLIDING3)'2" GONG. SLAB w/ (U #5 VERT. IN WWF OR FIBERME5H &LASS DR. ' ° d' &ROUTED CELL, FULL 8" CMU BLOCK HT. (SEE PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER SILL FORMED ON SITE #5 FROM FT6. TO R4.1 FI -FOIL OR • ' EXP JOINT BONA BEAM. SPLICE :;' EQUAL OVER = 4 TO BE MIN- 25" FURR 5TRIP5 6ROUT CELL 50LID 3YZ" GONG. SLAB w/ 1 1- WWF OR FIBERME5H 11- REINF. OVER b MIL. CE SLOPE �_ VAPOR BARRIER N SHELL KTOAALLOW SILL FORMED ON 51TE 3Y2" GONG. SLAB FOR SLAB ttl (2500 P.5.1) W/ 6x6 ° j 1 10/10 W.W.M. AND b MIL ' ...° ° ;n; I VAPOR BARRIER `� , ..' _ ° III—III—III—III. II GRADE 4 ° 6RADEI=III .I 11- 11511IT _T1_I=1 ROUT SOLID z I I BELow SLAB DOWN TO FOOTING • °.: ••.: . < , � .• .4 4 I' l 1111111—III .4 •.., � I—I i li i � 4. •'d'' . ' . �.' .. , _1- ° EXP JOINT . d MFG. — (U #5 DOWEL12"xl6" CONT. CONT. III A/C CHASE PVC �, SLEEVE TO BE HOOK (SEE PLANS ° . e FT6. W/ (2) #5 HORIZ. TWICE THE FOR LOGATIOW CONT. ON CHAIRS (3" DIAMETER of MIN. COVER) PROTECTED PIPE a EXTERIOR OUT5W1 N6 56D POURED 51 LLS DETAIL @�H�5E DETAIL DROPPED 6R M DETAIL WALe= NTSalM scale= RM seal. 1/15/2018 Y2" GYP. BD. EA.INTERIOR ��51DE ,�� OF 2x45 o I6 O.G. I r`" G N •`••.1®o 6ARA6E FASTEN NIAN5" LON& TAPCONS 0 2'-8" O.G. AND 12" MAX FROM 0 2 1/4"Fi END OF WALL NNLE55 NOTED I I/2°ILI OTHERWISE ON PLANS) �• Q! STUD PLATE TIES 0 STUD TAT F. } PT BOT. PLT. TOP 4 BOT. (IF NOTED ON ®®o�'�°" L 0 R PLAN5) ®®®®q` J . a . ° a : • d d " e t ` ° © copyright: MULHERN & KULP Structural Engineering, Inc. O 4.1 e (2) #5 HORIZ. J m CONT. ON CHAIRS 10" I 10" m (3" MIN. COVER) a a Q UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES,, HURRICANE CLIPS, ETC. ARE NOT • ZLIMP REQUIRED ON WALLS NOT EXF05ED TO UPLIFT FORCES (REFER TO PLANS). PROVIDE v06 ANCHORS AT BEARING WALL5 PER ABOVE, VNLE55 NOTED OTHERN15E ON PLANS too rz OFFSET FOOT I N6 BEARI N6 DETAIL UJ SCALe= WSJ a N 0 U N " 8 CMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER W M&K project number. wRR STRIPS 181-16003 3 y2" GONG. SLAB w/ MTL. THRESHOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL project mgr. S D I PORCH SLAB VAPOR BARRIER drawn b M E S (SEE PLANS) k I Iissue date: 10.14-16 • ..:... • . .. —III=III—III—I I _, III—III—III—I I I1, I i' REVISIONS: ,'' -1 I� I '1 I I'C'I I 1=1 I I � • •• •• ' _111=-11J.=111 L1- ' '-1 I I—I i I=1 I I-1 I' I I—III—III—III- date: initial: III=T_=III •" •° ' ' 111-111=1 - 03-06-17 MK I—III—�—II 4... I—III- GLEAN GOMI'AGTED' I I=�=III � � '° .• 111-111= FILL 0 gs� STANDARD -III—Iii—I I `• • • _ I 1-1' � 06-02-17 MK DENSITY AND'TERMITE T—�1 Ti I=III—III 11— ' TREATEDIII=III=III 111=III-1''- MONOLITHIC 12-11-17 MK III _ 1-111-- FOUNDATION W/ I' -O" (2) #5 HORIZ. CONT. ON CHAIRS MIN. 0" MIN. COVER) WHERE 2ND STORY OCCURS FT6.5HALL BE 1'4' WIDE w/ (2) #5 BARS ENTRY DOOR DET,�LL W=J 0 z 8" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3/4" N #5 FROM FTG. TO wRR STRIPS BOND BEAM. SPLICE T BE MIN. 30" 3 y2" GONG. SLAB w/ GROUT CELL 50LID WWF OR FIBERME5H REINF. OVER 6 MIL PORCH SLAB \ VAPOR BARRIER t n (SEE PLAW — V d .. ° '• e -d .°— : s• - .° a � ' •. ° d ° • ° I—1 I I—III 11� 111 �=III—III—III—III— ' I-III—I I .__..I I • :d. —iII—ITL_•I I f�l I I— �-' EXP JOINT -III—I I "- .° • °. I I—I I_I—III w :1T=T � III=1T_I—I HE MONOLITHIC Z L],,, 11 111_1 I�—III ' GLEAN iII—I 11=iI I I—' � FOUNDATION W/ COMPACTED FILL(2) #5 HORIZ. 0 0 g5% STANDARD I' -O° CONT. ON CHAIRS 0 DENSITY MIN. 1 (3" MIN. COVER) WHERE 20 STORY OCCURS FT6. SHALL BE Is< I'-4" WIDE w/ (2) #5 BAR5 Q Ia EXTERIOR WALL ® PORCH 5LAB DETAIL Z Z a scale= N'r5 LETTERED DETAILS, ,ARE TYPI GAL FOR NUMBERED DETAILS, L5 ARE PLAN LL TH 15 HOME I$ 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I E I GALLY I ND I GATED s hmt DETA I L5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. SDI e0 C it (4)2%8"X0.113" R.S. TOE NAILS OVERFRAMIN6 ROOF 5HEATHIN67 ALL LAPS IN MA5ONRY 25" VALLEY SET 23/8"x0.113" R.5. NAIL5 @ 6" O.G. RUNNING BAR OVERFRAMING TRU55. (EDGE NAIU 23/8'X0.113" R.5. NAIL5 ® 6" O.G. FASTEN EACH MAIN ROOF 5HEATHIN6 OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 - - - CLIP #5 GORNER BAR MAIN ROOF TRU555 GROUTED CELL TYPICAL OYERFRAMING TYP. CORNER VERT. WALL 7 CONNECT I ON DETAIL G RE I NPORG I NG DETA� I L SCALE: N.T.5. 9GALC: NTS -.f--- BOND -BEAM ---No -.,-�-GONTIN. PREGA5T HEADER -�-" 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW @,,MtA50NRY PIER DETAIL SGALC: NTS FASTEN ROOF 5HEATHING ROOF TRUSSES, TO FA5GIA WITH 23/8'X0.113" REINFORGIN6 A5 REQURIED R.5. NAIL5 o 6" O.G. SEARING ON WALL LU -a 7 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 51MP50N H6AMIOKTA 2x FA501A -5EE ARCH NAIL5 ® 12 O.G. TRU55E5-GUT TO FIT 8" GMU BOND BEAM 5GHEDULE ON PLAN5 FOR W/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. } 4 HORZ. REINF. 5PE05 J 4, MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING A PROVIDE 50LID 5HIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED Y" M NNE TOR NOTES: ROOF TRUSSES, BOND -BEAM ► REINFORGIN6 A5 REQURIED I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, SEARING ON WALL FA5TEN BUCK TO MA50NRY W/ (1) ROW OF 3�6"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 51MP50N H6AMIOKTA REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. PREGA5T STRUCTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 NAIL5 ® 12 O.G. TRU55E5-GUT TO FIT HEADER CASE. 5GHEDULE ON PLAN5 FOR 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TAG6ERED ® 12" O.G. ® } EA. 5000E551VE BUCK. J 4, MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING 13ON B EXTEND INTO BOND BEAM IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. PLATE (51MP50N T55 OR 51M.) 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) f JACK STUD ROW5 OF 2 Y2'"x0.131" NAIL5 @ 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW EACH TRU55 PROVIDE MOISTURE MANUFACTURER'S 5PEG5. BUCK 5PEGIFIED BY WINDOW/DOOR ft MANUFACTURER Q O�OFtIIXK DETAIL PLATE TIE 0 TOP t BOT. TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4' I" EDGE 1 1/2" EDGE 2 1/2" EDGE 3"x0.131 "x3" � COMMON Q 11 11/2" N 1 1 21/2" N 11 21/4" z II N I I 3"x0.131 "x3" COMMON T'�3"X0.131"X3" N COMMON 'v i t OPP. 510E v I I v II < 3"x0.131 "x3" 1 COMMON (2)2X4'5 (2)2X6'5 OPP.51DE (2)2XVc, (2)2X COLUMN 2x4 GAT5 ® I6"o.c. FA5TENED TO 6ABLE END TRU55 W/ (2)3"0.131" TOENAIL5. FA5TEN 5HEATHING TO 2 BLOGKING W/ 23/8"X0.113" R.5. NAIL5 o 4"O.G. LE55 THAN 12 FRO GO G WHERE TRU55 15 GREATER THAN I Y2' 12" MAX II 2'-0" MIN FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. I ROOF 5HT6 SHALL BE DONT. 24" MIN ONTO ROOF 6ABLE END VERTICAL WEB ROOF TRUSSES, + REINFORGIN6 A5 REQURIED ON OPPOSITE FACE OF SEARING ON WALL BY TRU55 MANUF. WALL AS STUD TIES AS 51MP50N H6AMIOKTA EXTEND INTO BOND BEAM 5EE UPLIFT CONNECTOR GLIP ® 36"O.G. NAIL5 ® 12 O.G. TRU55E5-GUT TO FIT 8" GMU BOND BEAM W/ 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 EXTERIOR 5HEATHING E06E PROVIDE CRIPPLE NAILING - 2 Y2"x0.131" NAIL5 J STUD ABOVE HEADER 13ON B EXTEND INTO BOND BEAM PROVIDE M015TURE BARRIER @ PLATE (51MP50N T55 OR 51M.) f JACK STUD TIE OR (I) HS STRAP q EACH TRU55 PROVIDE MOISTURE (1) #5 IN 2xaxl2" P.T. (L OF OPENING seal: 1/15/2015 BOND BEAM GENTER 13UGK m N 24 a •`• .� • Y2' DIA. J -BOLT' (I) #5 BAR IN PRECAST LINTEL (5EE BELOW) P ; A ` (2) #5'5 VERTICAL IN GROUT FILLED 2X4 P.T. TOP BUGK '�`�•• p•®®"'�� CELL. IN WALL5 GREATER THAN 30" '®�® /® •°"'� e�� WIDE, ONLY (1) #5 15 REQUIRED • 2X8 P.T. BUCK EACH SIDE OF OPENING © copyright ; MULHERN & KULP (1) #5 VERTICAL IN GROUT FILLED CELL Structural Engineering, Inc, (IF REQ'D PER PLAN) PROVIDE (5) Y2" DIA. J-f3OLT*' W/ 5 Y2" • EMBEDMENT AT EACH DOOR BRACKET, ENTIRE GOLUMN TO < EACH 51DE OF DOOR. PROVIDE N Y" x W(" � BE GROUT FILLED THICK WASHER W/ EACH ANCHOR (15T BOLT a' 5- 0 '_0" TO BE 8" MAX ABV. CURB REST EQUALLY ,...I PROVIDE # OF DOWELS ® 5LAB TO FIN. FL. 5PAGED APPROXIMATELY 24" O.G) MATCH VERT. BARS W/ 30" MINNe '� a LAP 5PLIGE c �; NOTE: ALL HOOK5 AND 5PLIGE5 TO BE CONSTRUCTED AND 51ZED PER NOTE5 PROVIDE Y2" DIA. x 6 Y2" LONG 51MP5ON TITEN HD OR APPROVED EQUAL IN ca PLACE OF J -BOLT IF M155ED DURING c5A�RA�GE DOOR GONSTRUGTION y VERT. RE I NFORC I NG DETA� I L W N 9GALC: NTS GA�RAISE DOOR BUCK DETAIL = W � 5GALC: NTS -I c a� �CO (D �a NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIMPSON ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRUSH GLEAN. HERE W project number: SEE DETAIL 56 ON 3. FOLLOW MANUF. INSTALLATION 5TRUGTURAL PLANS FOR INSTRUCTIONS, 181-16003 ADDITIONAL CONNECTION FUTURE 8" INFO NOT SHOWN HERE CMU BLOCK ' 1 #5 VERT. BAR TO BE project mgr: S D I LOCATED PER PLAN drawn �; M E S DRILL 6" INTO EXI5T'G (� IN 6ROUTED CELL FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY d DRIVE I I d W/ 51MP50N HT5MI6 TW15T STRAP. #5 DOWEL, PROVIDE I ( issue date: 10.1 4-1 6 FA5TEN 5TRAP TO GMU w/ (4) Y4" MIN. 30" LAP SPLICE I DIA. x 2,144" LON6 TITEN SCREWS N I A � REVISIONS: PROVIDE MOISTURE BARRIER - I I I date: initial: PLATE (51MP50N T55 OR 51M) • . 03-06-17 MK EAGH TRU55. - d • e mTT4 _ a. " :I I =111=111=1I I -I 06-02-17 MK PROVIDE 2x FLAT BLOGKIN6 FIT 6RADEI- T16HT TO ROOF TRU55E5 ® EVERY -I I I=I I I -I I =III 1=T=III-I I-1 12-11-17 MK OTHER BAY FA5TENED TO GMU W/ (3) - =�=I I I-1 I I-1 I I < ..:. I -I I=T=I I- Y4" DIA. x 3,V2" LONG TAPGON5. =,=III -III a III -III -III- -III-III-III , a'. I=1 � I=I � i FA5TEN BLOGKIN6 TO ROOF TRUSSES ' I -III -III III -I 1- W/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. OUT5IDE 2)2X4's EDGE 015TANGE PER DETAIL �_Z t d 2 INSIDE 2X's i I 3"x0.131"x3" PER DETAIL I GOMMON z z v I I 3"x0.131 "x3" < I ( COMMON OPP.510E D15TANGE OT 49 PER DETAIL IN51DE PLY NAIL5 NAILED AT 8 D.G. 5TAG6ERED. OUT5IDE OUT5IDE NAIL5 NAILED AT 8" O.G. (2)2X'5 (5) OR (4)2X COLUMN 2X BUILT-UP STUD COLUMN DETA� I L5 9GALC: NTS F 2x4 BLOGKIN6 W/(3)3Y4'x0.131" TOENAIL5 EACH END ,X 'x Yx z 1 (4) 3 Y4"x0.131" NAIL5 ® PLATE BELOW WOOD M EMBER5 ON GMU ROOF TRUSSES, + 2x4 BRACE v4/2x4 T -BRAGS, PROVIDE 2x4 BLOCKING LBARRIER 1 " 5PAGED ®4 -O O.G. MAX. ® 48" O.G. IN FIR5T (3) ON OPPOSITE FACE OF SEARING ON WALL VERT WALL REINF. TO (51MP50N T55 OR 51M.) WALL AS STUD TIES AS FA5TEN 2x4TO'T' W/ 3Y4"x0.131" 5AY5 OF ROOF EXTEND INTO BOND BEAM NECESSARY NAIL5 ® 12 O.G. TRU55E5-GUT TO FIT 8" GMU BOND BEAM W/ TIGHT BETWEEN TRU55 (1) #5 BAR CONT. PROVIDE CRIPPLE VERT WALL BOTTOM CHORD5 J STUD ABOVE HEADER 13ON B EXTEND INTO BOND BEAM 8" REINF. GMU WALL FASTEN DRYWALL TO -5EE PLAN FOR VERT. BLOGKIN6 W/ 5GREW5 4 HORZ. REINF. 5PEG5 /NAIL5 @ 6" O.G. 56 SECTION 9GALC: 9/4•�1�-0' SEC 51 WA", SWO-0" 5EE UPLIFT GONNEGTOR 50HEOULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 f== 2x6 CEILING BLOGKiNb ®48"O.G. FA5TEN 6YP5UM CEILING TO BLOGKIN6 W/ 2 Y2"x0.131" NAIL5/ DRYWALL 5GREW5 ® 4"O.G. AND FASTEN BLOGKIN6 INTO TOP PLATE OF WALL W/ (1) Y4'x3 Y2" LONG TAPGON 5GREW ® 6"O.G. VERT WALL REINF. TO ' EXTEND INTO BOND BEAM (R�CTION: S/4•,1�„G• 0I.AgM TRDI=I T DET, I L S M16SED DOWEL RETROFIT DETAIL : S/4"=1 O SGALC: NTS 91K • GMU $TCM ICOR DROMNCD 6RA�01.'Cz PROVIDE 50LID 5HIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRU55 PERPENDIGULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 W 0 If 3e. T INSTALL ROOF CLIPS ROOF TRUSSES, ON OPPOSITE FACE OF SEARING ON WALL NOTE: DETAIL ONLY WALL AS STUD TIES AS WHERE NOTED ON PLAN APPLIES AT BEARING NECESSARY WALLS 5UPPORTIN6 ROOF TRUSSES.. PROVIDE CRIPPLE J STUD ABOVE HEADER FASTEN P.T. SOLE PLATE TO 5LA13 PER DETAIL 3/SOLO U.N.O.ON PLAN5. w f JACK STUD TIE OR (I) HS STRAP q 51MP50N RSP4 STUD ft Q P%S PLATE TIE 0 TOP t BOT. SLAB FOUNDATION N OF STUDS, 5PAGED PER IST FLR. INTERIOR W001 MARINO REFER TO PLANS FOR Z PLAN (ALT. PER PLAN: 0 WALL CONNECTION HEADER SIZE. OSB SHEATHED WALL IN � ra FASTEN TO KING W/ LIEU OF METAL TIE5) Z MIN. (3) 3"x0.131" NAILS LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN LL, a OPENING IN BR6. WALL (5EE PLANS) 2x4 (MIN) STUDS ® I6" O.G. OR A5 NOTED ON PLANS v l ,...1 NAIL STUDS T06ETHER - - 11- - - PER DETAIL M J PROVIDE SIMPSaN DSP I I FASTEN P.T. SOLE PLATE TO 5LA13 PER DETAIL 3/SOLO U.N.O.ON PLAN5. w O TIE OR (I) HS STRAP q BASE OF JACK d KING To 50LE PLATE ft Q P%S O I•"" SLAB FOUNDATION N W IST FLR. INTERIOR W001 MARINO Z 0 0 WALL CONNECTION BELOW 8001= � � ra T SCALE: N.T.S. Z Z LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN LL, a 0 TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE SPECIFICALLY INDICATED sheet: DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS.