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Home My WebLink About3878 Saltmarsh Lp 18-725 (a)■ INDEX, GENERAL NOTES.. CS-1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 1.0 SLAB PLAN'S' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FIRST FLOOR PLAN'S' BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. FL 5.1 ELEVATIONS 's' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE FL 5.1.1 ELEVATIONs'S' WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.2 ELEV OPTIONS CODES, REGULATIONS, AND FHA/VA MPS. FL 5.1.3 ROOF PLAN'S' 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. FL 6.1` UTILITY PLANs'S' 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 D-1 DETAILS WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -!6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG RECORD COPi 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 2017 ) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION - REVIEWED FOR CODE COMPLIANCE RESISTANT WEEP SCREED OR PLASTIC WEEP PLANS EXAMINER SCREED WITH A MINIMUM VERTICAL ATTACHMENT ----I-1 FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR DATE BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SpNFORD_ SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A PERMIT ISSUED SHALL BE CONSTRUED TO BEA ABOVE THE EARTH OR 2 INCHES ABOVE PAVED LICENSE UTHORO PROCEEDWITHTH THE WORK AND NCEL,A TEP OR ST As ET AREAS. THE WEATHER RESISTANT BARRIER SHALL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OFAPERMIT PREVENT LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH THE BUILDING OFFICIAL FROM THEREAFTER SHALL COVER AND TERMINATE ON THE ATTACHMENT REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE FLANGE OF THE WEEP SCREED, PER F.B.C.R. !6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL COMPACTION TEST INCLUDE A WATER RESISTIVEVAPOR PERMEABLE REQUIRED BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D Results to be Verified PAPER. STUCCO APPLICATION AND CURING PER at Slab Inspection FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. #1 8-725 a` � p-DOV, USAINFORD REVISION LOG REV. DESCWPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N YIN SQUARE FOOTAGE TABULATIONS ® - " U HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL v� PORCH @� TOTAL ELEVATION'S' MULHERN+KULP 1087 1826 residential structural engineering; P a" 519 T 20 South Maple Street, Suite 150 • Ambler, PA 19002. pZ15.646.8001 •mulhemkulp.com ,fir,C' C � �, ,, , man+Kohn pMh odjudhs nalrerleeeduyotlkr iN�med odixtk�ghba REVISION LOG REV. DESCWPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N YIN SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION'S' 739 1087 1826 400 39 80 519 LOT 29 cn ISSUE DATE: FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: CS=1 GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT IN 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 I I INF OF SLAB ABOVE 4t LO 28'-0" IP 15'-4" 10'-0" 2'-8" X ..........i� z in 0 kB MULHERN+KULP ZQ residential structural engineering 6AF •°�,�� 20 South Maple Street, Suite 150 • Ambler, PA 19002 _y O� p 215.640.8001 • mulhemkulpxom (D N A I- Cl) CL Mdffl+F*hw"WtW0J6rWWkno*aWhw noir k#Wry*wtd*x*0nIammNonmWadvs. 28'-0" IP 15'-4" 10'-0" 2'-8" 8'-4" 19'-8" 28'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: co X NW co z in 0 a ZQ a >M m J ^O Cl) CL w� a. JO pC u� w CL PATIO SLAB 0 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO N OUTSIDE FACE. GRADE BEAMS AND APPLIANCES N ARE DIMENSIONED TO CENTER LINE. T 17'-4 1/2" 10'-7 1,2" ............ VERIFY UNDERSLAB o CONDUITAT.............................................................................................................. a _. _ KITCHEN ISLAND - — — — N M N 9 t -' T nLO -- --- E I . ...... - - -y 0 0 i ....... ........ ........ ....... M LO 00 VIA ;0 -. WH N 8'-2 1/2" 16'-8" 3'-1 1/2")H .. . . ......... . ....... .... _................. ........ ........ ... ........ . r .... ..... ....... ...... C? GARAGE SLAB Lj F2 REINFORCE PER LOCAL N CODE AND ENGINEER'S '" 00 r o N SPECIFICATIONS T 2'-5" V-91/2" W n. O 0 PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F1 16141 L p s V-3 1/2" 8'-4" 19'-8" 28'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: co X NW co in 0 a ZQ a >M m J ^O Cl) CL > SHEET NO: FL 1.0 ^,M 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 STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND FLOOR 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE APPROVED 20 MINUTE RATED DOOR. 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 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 I 1 FL 4.1 28'-0" - i i ►� ..: FLOOR PLAN'S' 15'-1" 2 J HVAC 12'-11" 1/4"=l' -O" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 5'-6" 3'-8" >Mo 1 Cl)LL0 a> 3056 SH 3056 SH VERIFY FL 4.1 LINEN JaNigh N 2468 r� B A . 2 O ` r---- „, IN FIELD --- - Co --- -_ A/C V-0" 13 �_0�� 8'-1" CLG. 4'-0" 1. 3'-0" " 3'-0" 61.8" I I I C ,-811 N -� VANITY M BA. 3 ,X „ `O 3050 SH Cl) 6068 S.G.D. 14 2468 V V PAN ' T FAMILY DININGT T 8'-1" CLG.sm VANITY J; 32 X60 ,� I 8'-1" CLG ^^ - - - - +42" 11 6'-10 1/2" 2468 d O o I M BED T 17R N -- --- '' 00 +35.. 1 1 U') � . 8'-1" CLG. i N SLIDING BYPASS � a NCh T — — -- — — — — _ DOOR N 3'-61 /2" 2'-6" 3'-3 1/2" ,-10 1/2" 9'-71 /2" 11-4 1/2" WIC I N ' REFS 1/2" N IBM- SLOPING = 8'-1" CLG. .h , G 5�_5�� 9'-4" IL? j'-9 1 /2" N '-T N - - - - - LOFT T BED 3 iv O IZ 8'-1" CLG. 8'-1" CLG. c+? COAT — — O 167,1!868 r in 00 CV o0 F `cw 2468 N 3'-101/2' r ii 1'-1" 5'-3 1/2" 7'-7 1/2" 2868 HANDICAP ACCESS — — — — — — 2868 2"X30" PDR. 2868 LA. GARAGE ----- -®� " 9'-4" CLG. T BED a, N -----� 8'-1" CLG. ^• D I N \ •- r 8'-1" CLG. r T ---- FOYER 9'-4" CLG. co 0 - i i ►� ..: µ 4'-2" 204 SH 9'-10" 4'A SH 3050 SH 9!="101•• ,.,• 14'-0 14'-0" 0o ao 28'-0" �r or � I L -- ------_._.J SECOND FLOOR PLAN'S' SEE OPT. COVERED PATIO 2 J HVAC 1/4"=l' -O" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ON SHEET >Mo 1 Cl)LL0 a> VERIFY FL 4.1 LINEN 246 N 2468 r� B A . 2 ` r---- „, IN FIELD --- - Co --- -_ A/C T CD �_0�� 8'-1" CLG. 4'-0" 1. 3'-0" " 3'-0" 61.8" I I I C ,-811 N -� --- 3050 SH Cl) 6068 S.G.D. 14 V V ' T FAMILY DININGT T VANITY 32 X60 ,� I 8'-1" CLG ,' - - - - +42" 11 6'-10 1/2" d O o I LO T 17R N '' 00 +35.. 1 1 � N I N NCh T — — -- — — — — _ � � N 3'-61 /2" 2'-6" 3'-3 1/2" ,-10 1/2" 9'-71 /2" 11-4 1/2" �� N REFS 1/2" N IBM- SLOPING u cm KIT�1-7EN CV .h , G 5�_5�� 9'-4" IL? j'-9 1 /2" N '-T N - - - - - LOFT T BED 3 iv O IZ 8'-1" CLG. 8'-1" CLG. c+? COAT — — O 167,1!868 r in 00 CV o0 µ 4'-2" 204 SH 9'-10" 4'A SH 3050 SH 9!="101•• ,.,• 14'-0 14'-0" 0o ao 28'-0" �r or � I L -- ------_._.J SECOND FLOOR PLAN'S' SEE OPT. COVERED PATIO 2 J r 1/4"=l' -O" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ON SHEET LO mC"EIW' ""•�';�)�®s 0 .. MULHERN+KULP�" *� residential structural engineering •.n m 9_ w ! �^ 20 South Maple Street, Suite 150 • Ambler, PA 19002 "°" A" P215.646.8001 • mulhemkulp.com ��,� ! q um+ ' any.dho notiede�edmyaEbr malierdbdpine� 28'-0" 15'-4" 10'-0II 21-811 IF N 2"' 10" 6'-4" 10" 2.. 8'-4" 19'-8" 28'-0" FIRST FLOOR PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT + W 2 W ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: --7 � � N SEE OPT. COVERED PATIO J r � a Z ON SHEET >Mo 1 Cl)LL0 a> VERIFY FL 4.1 o LOCATIONPATIO ` IN FIELD Co A/C 4'-0" 1. 3'-0" " 3'-0" 61.8" 6'-0" ,-811 3050 SH 3050 SH 6068 S.G.D. T FAMILY DININGT 14'-7 1/2" 6'-6" 6'-10 1/2" _ T '' 00 +35.. 1 1 � N I N NCh T — — -- — — — — _ � � N T O O M DW �� N REFS 11 IBM- SLOPING u cm KIT�1-7EN CV _17_R _ - - - -� G 5�_5�� 9'-4" IL? j'-9 1 /2" N '-T - - - - - 2468 0 2468 -- -- NO O IZ COAT — — O 167,1!868 in 00 CV o0 F N 3'-101/2' 16'-8" 1. 3'-11/2 2868 HANDICAP ACCESS INT PDR. 2868 GARAGE 9'-4" CLG. T N o N n ^• D I N \ •- ll b� T FOYER 9'-4" CLG. 0 50 16070 SECTIONAL 3'-0" 2'-61 16'-0" 2'-4" °Q I IF V-5 1/2" a0 -�;0' /+ PORCH SOFFIT �t SEE EXT ELEV. 0 10" BOX COLUMN SEE EXT. ELEV. N 2"' 10" 6'-4" 10" 2.. 8'-4" 19'-8" 28'-0" FIRST FLOOR PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT + W 2 W ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: --7 � � N CMZ co J r � a Z >Mo Cl)LL0 a> SHEET NO: FL 1.1 i d1�0�Y�b�'g�d 00 ^• 0 72h6Maplie CZ HERN+KULP �pm�� W 12 al structural engineering -o a m rc SoutStreet, Suite 150 •Ambler, PA 19002 ��_5 �`� a < a ntl�� 0 12 p215.64.8001 • mulhemkulp.can "�� . E01�-®�� 6 40, notrat+area�uy�VAiknovAs atlierhihn.Mlonoa�eaaoodier _ _ _ 2ND FLOOR PL. HT. — — — — — — — — 2ND FL. WDW. HT. "( ISSUE , W '; M. BED LOFT o °°8'-1" CLG. 8'-1" CLG. C10.Q2.17 FOR a N , \ � �\ REVIEW /� 2ND FLOOR FIN. FLR. rr — — 1ST FLOOR REVISIONS: J J —r JZ— — — — 1ST FL. WDW. HT. r, FAMILY KIT EN �O cc [R. FOYER ,. 9 -4 CLG. -4 CLG. 9v-4CO. 9 -4 CLG. T ............. ........... ............ ................... I . I I it ......:...:... ............ I . . ::::::::::. II III..7771�....ii.... .....II_:.:It�::::::::::�� ...........:....... i��. I I I ................: ' ................... ._ ................... .... I�' �Ii.lit „� —1 ST FLOOR FIN. FLR. .......... ^:,ii --- BUILDING S 1 'S' These drawings are the 1 3/16" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT 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 C0 LU cn Z J 0 a� z Q,■' W U)J O J> SHEET NO: FL 4.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = T-1 U.N.O. ON ELEVATIONS 3RD FLOOR = T-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE '' OF CHIMNEY ANY ROOF WITHIN 10-0 -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12 12 5 04 77 5 � V ui .......... .............. :........................................................ .................................................. ............ ........... ......................................... ............ ............................. ...... ............................................................ ................................................................................................ _2ND FLOOR PL. HT. — 2ND FL. WDW. HT. REAR ELEVATION'S' 2 1 /4" 71 0" AT 22"X34" LAYOUT 1/8% 1 '-0" AT 11 " X 17" LAYOUT . T.. ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 ISTUCCOTRIM E22 I STUCCO SMOOTH SAND FINISH U.N.O. 12 12 5 04 77 5 � V ui .......... .............. :........................................................ .................................................. ............ ........... ......................................... ............ ............................. ...... ............................................................ ................................................................................................ _2ND FLOOR PL. HT. — 2ND FL. WDW. HT. REAR ELEVATION'S' 2 1 /4" 71 0" AT 22"X34" LAYOUT 1/8% 1 '-0" AT 11 " X 17" LAYOUT . T.. �www� 00 Pat +MWOM Uj .j, 2 Iwi.. T ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: _T 0 SHEET NO: FL 5.1 r- - 4Y 0 P° M" MULHERN+KULP� residential structural engineering«° 'I 'T ° 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mullmmkulpcom �YepS��r Mdbm + 14ijr ha mJsrad tlit pWi fanhudwe ony ad hn rol iedeMed ry olha MiomWbn idq�d to qhx dbclpin[s. �www� 00 Pat +MWOM Uj .j, 2 Iwi.. T ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: _T 0 SHEET NO: FL 5.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = T-4 U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. C T 'n x W 00 V 7- d' , CD � ~ 10" BOX COLUMN 12 �5 ELEVATION KEYNOTE LEGEND E /Vm. 00 E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. C T 'n x W 00 V 7- d' , CD � ~ 10" BOX COLUMN 12 �5 N —IjIF — — — 2ND FLOOR PL. HT. .................................................................................... 2ND FL. WDW. HT, _6 ............................................................................. .................................................................................... .................................................................... 6" ........................................................... ..... FASCIA E16 ............................................................................ FRIEZE E16 .............................................................................. — — — — — — 2ND FLOOR FIN_FLR. 1 ST FLOOR PL. HT. TFL. WDW. HT. ' j O 9 4� 7. LEFT ELEVATION'S' 1 1/4"=V-0" AT 22"X34" LAYOUT 1/8"=1'-0" AT 11" X 17" LAYOUT 12 4 6" 12 5 8" BOX COLUMN 1 ST FLOOR FIN. FLR�I1 FASCIA 6 n ...................................................................................................................... .. FRIEZE.............................................. ............................................. .................................................................................................................................................. .. .. _ 2ND FLOOR FIN. FLR. E /Vm. 00 MULHERN+KULP 4 residential structural engineeringAT ] o o 20 South Maple Street, Suits 150 • Ambler, PA 19002�� P ��'�� p215.646.8001 • mulhemkulp.com �S' �v ��I ` s ° �0, 0 616 A L. Milian+wpbs sUud Q*xdhss nst mrkwed ary oM Mansion nblcd b akr N —IjIF — — — 2ND FLOOR PL. HT. .................................................................................... 2ND FL. WDW. HT, _6 ............................................................................. .................................................................................... .................................................................... 6" ........................................................... ..... FASCIA E16 ............................................................................ FRIEZE E16 .............................................................................. — — — — — — 2ND FLOOR FIN_FLR. 1 ST FLOOR PL. HT. TFL. WDW. HT. ' j O 9 4� 7. LEFT ELEVATION'S' 1 1/4"=V-0" AT 22"X34" LAYOUT 1/8"=1'-0" AT 11" X 17" LAYOUT 12 4 6" 12 5 8" BOX COLUMN 1 ST FLOOR FIN. FLR�I1 FASCIA 6 n ...................................................................................................................... .. FRIEZE.............................................. ............................................. .................................................................................................................................................. .. .. _ 2ND FLOOR FIN. FLR. RIGHT ELEVATION'S1 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder.@ 2016 Starlight Homes LAST REVISION —LAST SAVED-_�-�-��I BY: I 1 to N W in 00 (� z Z o Q r Q LU .j a� W SHEET NO: FL 5A 1 ST FLOOR PL. H — 1 ST FL. WDW. HT. 1011 E16 _ " ; ; • ., . : ; " 4 "0 o — `! ,— _ . ; - _" • ... „ _` _` _ 1ST FLOOR FIN. FLR. RIGHT ELEVATION'S1 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder.@ 2016 Starlight Homes LAST REVISION —LAST SAVED-_�-�-��I BY: I 1 to N W in 00 (� z Z o Q r Q LU .j a� W SHEET NO: FL 5A 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 AREA 2 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 38.40 int REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATIONDOES 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 52017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET .2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1139 SF 273.28 int 546.56 int AREA 2 39 SF 9.33 int 18.67 int AREA 3 80 SF 119.20 int 38.40 int ROOF PLAN'S' &1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT -01, YP. :AVE 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 NO: FL 5.1.3 V) O U LU Z PATIO VERIFY Z LOCATION 0 IN FIELD U V) r) WP/GFI AT A/C COND. A/C U r ISSUE WP/GFI ...... ...... L [10.02.17 FOR REVIEW . ......... ........................... 4� L_ REVISIONS: LU cc 8�11" CLG., FAMILY 9 '4" CLG. DINING < I g-4" CLG. M. BE D .. F . ..... ...... ...... ...... ...... ...... ...... 8'-1 CLG. WC I LL 8'-1 CLG. F6:G I FF\ d GFI C_. I I _� These drawings are the LU cc ........ . . ... . . .. . . . . . . . ................ BED 2 17" R, ..................... KITCHEN property of Starlight Homes and are not to be U,' U_ LA. 9'-4" CLG. 0 LL U_ 0 . .... ..... 8'-1 CLG. TO KEYLESS 8'-1 " CLG. LIGHT IN ATTIC 3 utilized for construction, or 0 U) M OQ M - __1 E C:) 0 jH copied in part or in whole ;;d. Uj _j Uj = LU 0 M 0 L FF( '/-(3FI 134 without permission from 0 (D 0 F < , 0 - _j E Z ;0 r �j LL 0 _j Z W M 2 C-1 co 0 U) cc 0 w 8 CD cc Uj 0 co 1.7.71 . ....... 220 — — — — PH 3 (b -- SERVICE PANEU ELECTRIC METER the builder. @ 2016 Starlight Homes a- W Uj Z W Uj T- 1 3 01v WP/C F1 WP/GFI 3 Fwl (7 SERVICE (,2 TELEPHONE/ 0 Cr 16 PANEL TELEVISION SERVICE BOX LAST HVA9-()- —REVISION STANDARD ELECTRICAL BOX HEIGHTS . ..... LHVA4 ..... .... I ........... .... ..... .............. BA. 2 WW 8'-1" CLG. 8'-1 CLG. :0 WP/GFI =�17 [CH U E19 . ..... LAST SAVED BY: 17R COLPDR. WALL CABINET ............................ �1411 CLG. KEYLESS KEYLESS ........ .... 7- ce) GDO I OR (DEDICATED CIRCUIT) LL. b9 FOYER GARAGE 0 a. CE ]�D 9'-4" CLG. E LOFT BED 3 W 8'-1" CLG. 8'-1" CLG. Cr U_ cmZ Uj LL 30" HIGH VANITY 0 BASE CABINET = M CABINET CO 6 co WP/GFI a Cn Z _RCH 7 CL ..... .......... .......... .......... .......... ... . ..... .... . . _Z >_ F JF_ RECEPTACLE BOXES UTILITY PLAN SECOND FLOOR'S' U ILITY PLAN FIRST FLOOR'S' 0 M SWITCH AND RECEPTACLE BOXES SWITCH AND OVER BATH CABINETS OVER KITCHEN CABINETS 10 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 X 17" LAYOUT > NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. CEILING MOUNTED INCANDESCENT CHIMES CEILING FAN PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DUPLEX LIGHT FIXTURE PUSHBUTTON SWITCH (PROVIDE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. wp/em EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET 110V SMOKE DETECTOR ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0 WALL MOUNTED INCANDESCENT HARDWIRED AND INTER- CEILING FAN WITH INCANDESCENT FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." GF1 GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET LIGHT FIXTURE CONNECTED W/ BATTERY BACK-UP INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE RECESSED 0 OR CEILING MOUNTED LED FIXTURE CO2 DETECTOR CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 0HALF-SWITCHED DUPLEX OUTLET (VP) - VAPOR PROOF co HARDWIRED AND INTER - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY CONNECTED W/ BATTERY BACK-UP GAS SUPPLY WITH VALVE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 220V 220 VOLT OUTLET EXHAUST FAN (VENT TO EXTERIOR) PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL (D THERMOSTAT HOSE BIBS CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REINFORCED JUNCTION BOX H TELEPHONE HB ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) E TELEVISION HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. WALL SWITCH ELECTRIC METER CW 1/4" WATER STUB OUT SHEET ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, THREE-WAY SWITCH FIXTURE NO: DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. FLUORESCENT LIGHT C:;_d" ELECTRIC PANEL WALL SCONCE PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S 4 FOUR-WAY SWITCH TECH HUB SYSTEM m6 DISCONNECT SWITCH F L 6A WRITTEN INSTRUCTIONS. PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. q MULHERN+KULP w�r ate« m residential structural engineering OF 20 South Maple Street, Suite 150 • Ambler, PA 19002°��'®° R� ®•• Nr�m O p215.646.8001 • mu/hemkulpaom "�` f a i • • • , • • q a �- Mu�am+Kdpha namtabd AVdwkhmwbn MM10ahafto" c® myudhu W ISSUE [10.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING -'r HOUSE WRAP r — EXTERIOR SHEATHING 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 RIM JOIST REVISION Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK LAST SAVED BY: J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK N LU ^A r Z >M Q0 W W HORIZ. BOARD SIDING DETAIL W/ 0 .j STUCCO @ PERPENDICULAR TO a > WALL1 FL. TRUSSES 3" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT SHEET NO: D-1 CONNECTION SPEC I F I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS JO 15T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/13LK'6. (1) NAIL 0 4" o.c. (1) NAIL o 4" o.c. STUD TO 50LE PLATE 727 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o b" ox..* 13LK'6. BTWN, JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" ox.. NAILS o I6" ox. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5ECTIN6 WALLS (2) NAILS (2) NAILS * 0/2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 304.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOW Window $ Door Allowable, Wind Pre5sure5 140 MPH Wind ,Zone Ex el G OPENING 51ZE INTERIOR ZONES END ZONES 8' 6olrage Door +25.1 PSH -28.4 P5F +25.1 P5F/-28.4 P5F 16' Garage Door +24.1 P51=/-26.8 P5F +24.1 P51F/-26.8 PSF 10 5QFT. +28.8 P5F/-31.2 P5F +28.6 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-21.1 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.6 P5F/-28.3 PSF +25.6 PSF/-32.5 PSF 100 50FT. +24.5 PSF/-2b.1 PSF +24.5 PSF/-24.q P5F 500 SOFT. +21.5 P5F/-23.q P5F +21.5 P5F/-23A P5F 'DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40"yo of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. FLOOR FRAMING • I-JOISTS/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32 GONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGE5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS o b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAR WALL SHEATH I N6 SPEG I F I GAT I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WIGH REOU I RE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L 5HEAR PANEL 5PEG. 1/16" PLYWOOD OR 05E3 FASTENED W PI 2)'2 x0.131 NAILS @ 6 o.c. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05B FA5TENED w/ P3 22Y2 "x0.131" NAILS @ 3" o.c. ALONG PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHING REQUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W 7/16" PLYWOOD OR 05B FASTENED w/ 22Yc"x0.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGE5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL 5HEAR WALLS 5HALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"xO.131" NAILS o 16"o.c. U5E (8) 5V2 "x0.131" NAILS o EA. LAP 5PLIGE. (TYP. U.N.O.) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEAR WALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 5HEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR NALL5 GON51DERED FOR SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. ROOF I=RArM I NG • SEE ROOF TRU55 UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 7116" MIN. OSB/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W/ 23/a"0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o 6" o.c. PANEL ED6E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5, FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES W/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RID6E5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGE5 4 FASTEN w/ 2Y2"0.131" NAILS a 4" O.G. AN END ZONE IS DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW W USP MTW12 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65. SHALL BE 5UBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"0.131" NAILS o I6" O.G. UI°L I PT CONNECTORS BEARING CONDITION TRU55GONNEGTOR HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBi6 A.B) (2)2x6 HD -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (M5TGb6B3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WALL/YVOOD BEAM (2)2x8 5PF OR 5YP #2 YJ/ H4xb 3.5"x55" AFP I.bE SHORT > 15' 5IMP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5"x9.5" AFP I.6E SHORT 51NGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 YJ/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50H HETAI6 BEAM BEARING ON GMU WALL o SPAN HEADER ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED WITH CONNEGTOR AS L15TED ABOVE. HOLD-DOWN 5GHEDULE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBi6 A.B) (2)2x6 HD -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (M5TGb6B3 ALTERNATE) 3.5"x5.5" AFP IbE SHORT LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARI N6 WALL ABOVE • -- • • -- BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL • I: ' ; I EXTENT OF OVERFRAMING L2_'_L�J INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE50RIPTION (2)2x6 ( 2xb 5PF OR 5YP #2 W/ H06 3.5"x5.5" AFP IbE SHORT 4 oe 1/2" PLYWD FLITCH PLATS SPAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 YJ/ H4xb 3.5"x55" AFP I.bE SHORT Z 1/2" PLYM FLITCH PLATE © copyright ; MULHERN & KULP SPAN HEADER (2)2x10 (2)2x10 5PF OR 57P #2 H4x10 3.5"x9.5" AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE z SPAN HEADER (2)2x12 2 2x12 5PF OR 5YP #2 YJ/ H4x10 3.5.xq5" AFP I.6E SHORT G c 1/2" PLYWD FLITCH PLATE o SPAN HEADER I. WHERE SPF OR 5YP #2 BUILT-UP HEADER5 ARE SPECIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. 2. AFP I.6E 5HORT51PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADERS MAY NOT BE 5U55TITUTE0 WHERE BUILT-UP LYL HEADER5 ARE SPECIFIED ON THE PLAN5. 4. REFER TO THE STANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DESIGNED IN AGGORDArNGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I NCS GODS (5EGT I ON 160q) LATERAL DE51 GN REQUIREMENTS FOR THE FOLLOV41NO GOMMUNITIE5 ONLY: I A n 1\ Anl I t__ V WHISPERING RIDGE ST. JAMES GRO551 NCS 5HEARWATER ESTATES WYNDHAM PRESERVE BR1550N E. ANY COMMUNITY NOT LISTED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM MULHERN � KULP 5TRUGTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BA5ED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) 30 P5F o SLEEPING AREAS = 50 P5F o 6ARA6E DEAD = 10 P5F (20 P5F TOTAL o TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED R15K GATEC70RY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 ® I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP STUD' GRADE LUMBER o Ib O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE 6ON5TRUGTED WITH 2x STUD' GRADE MEMBER5 5PAGED o I6 O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES o 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" 056 FA5TENED W/ 2142"x0.131" NAIL5 0 6" O.G. o EDGE5 4 12" O.G. o CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05TS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x1o^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A6 p5I • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS o 6" OIG OF, 2 ROW5Y4"x3Y2" SIMPSON 5D5 5GREW5 (OR 3Y2" TRO55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION, LOCATE TOP t BOTTOM NAILS/SCREWS 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" SIMPSON SDS SCREWS (OR b %4" TRU55LOK 5GREWS) o I6" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM SGREW5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD P05T5 SHALL HAVE SIMPSON P64Z/EP64Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. sheet: seal: I�(5/2qp W 0 4 oe F 0 .A 69^ry V. "4,�Y Py. Y - � ® Rhg;e4liW, Z © copyright ; MULHERN & KULP Structural Engineering, Inc. LLw cm 0 z N G c o } cc L Z Ln � � rn x- E y • J '-CL C C0 N y r a W project number. 181-17013 project mgr; SDI drawn by. G DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK tt7 W 0 T' W sheet: (n W I-- 0 Z LLw 0 a U o } Q � � O sheet: 501.0 SLl�B FOU NDATION PLAN I 22x34 5GALE: 1/4"=1'-O" 11x1'1 5GALE: I/8"=1'-0" ELEV5. 5, T, 4 U kWAA "Ah TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8310 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF SOIL TREATMENT 15 U5EO FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51146 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN510E THE 5LEEVE. 3. GONDEN5ATE LINE, IRRI6ATION/5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEAD5, AND ROOF DOWN5POUT5 5HALL 1)15GHAR6E AT LEAST I FOOT (305mm) AHAY FROM THE 5TRUGTURE 51DEHALL, HHETHER BY UNDER6ROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOGK5. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN b INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE5ISTANGE COMPATIBILITY OF HARDHARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 8 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 26 DAYS, U.N.O.: Pc = 2,500 psi ...... FOOTIN65 2,500 p51 ....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) Fy = 60,000 psl ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOH FINISH 6RADE. • FOOTIN65 AND 5LA55 ON 6RADE 5HALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER L06ATION5 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 DISGONTINUOU5 END OF REINF. • GROUT SHALL BE ASTM G47b F'c=3000 PSI w/ MAX 1/8" A66RE6ATE • CONCRETE MA50NRY UNITS 5HALL BE ASTM G90 HITH A MINIMUM GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON RGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N HITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 5OL11? ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE 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 MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: 1/15/2018 ptim® " F °eeppi m 0 V © copyright: MULHERN & KULP Structural Engineering, Inc, J ' c a a is Z� LLJ +• N co • -J D:2 T tl1 y ems. f.C N N a IV IV M&K project number. 181-17013 project mgr. S D I drawn by. C DV issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD W 0 _' W Z 40 5DI.0 Q.. Z � � PORCH 5LA13: LIJ0w 3 1/2" GONG. SLAB ON GRADE I d O 2 (2500 PSI MIN) w/ bxb-Hl.4xHl.4 I N I MESH OR FIBER MESH ON g5% ] 0 Q0 z N � COMPACTED FILL OR VIRGIN 501L 00 O a 1 I � 5D1.0 ( YO I 5.6.0. RECE=SS PER MANUF. INSTRUCTIONS I I CONCRETE SLAB: 3 112 " GONG. SLAB ON GRADE I (2500 P51 MIN) w/ bxb-WI.4xWl.4 MESH OR FIBER MESH OVER b d- MIL. POLY ON g5% COMPACTED ry FILL OR VIRGIN SOIL I I SEE BLOCK PLAN FOR VERTI GAL BAR LOCATIONS I I 24"x24"A2" GONG. FT6. 4 UNDER POST ABV. 5DI.0 � i I -J I ----------- —_ -- _--I 41_2" 4'-2" I 6ARAOE SLAB: I 3 1/2" GONG. SLAB ON GRADE I (2500 PSI MIN) w/ bxb-HI.4xWl.4 MESH OR FIBER MESH OVER b MIL. POLY ON 15% GOMPAGTED FILL OR VIR61N 501L Io I I I I I N 5 LU 5D1IN .0 °- I I I I I I II b1 _51. .0 D a I J � I D2. 5D1.0 Ib"xlb"x8" THICKENED SLAB 2'-411 28'-0" SLl�B FOU NDATION PLAN I 22x34 5GALE: 1/4"=1'-O" 11x1'1 5GALE: I/8"=1'-0" ELEV5. 5, T, 4 U kWAA "Ah TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8310 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF SOIL TREATMENT 15 U5EO FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51146 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN510E THE 5LEEVE. 3. GONDEN5ATE LINE, IRRI6ATION/5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEAD5, AND ROOF DOWN5POUT5 5HALL 1)15GHAR6E AT LEAST I FOOT (305mm) AHAY FROM THE 5TRUGTURE 51DEHALL, HHETHER BY UNDER6ROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOGK5. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN b INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE5ISTANGE COMPATIBILITY OF HARDHARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 8 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 26 DAYS, U.N.O.: Pc = 2,500 psi ...... FOOTIN65 2,500 p51 ....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) Fy = 60,000 psl ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOH FINISH 6RADE. • FOOTIN65 AND 5LA55 ON 6RADE 5HALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER L06ATION5 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 DISGONTINUOU5 END OF REINF. • GROUT SHALL BE ASTM G47b F'c=3000 PSI w/ MAX 1/8" A66RE6ATE • CONCRETE MA50NRY UNITS 5HALL BE ASTM G90 HITH A MINIMUM GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON RGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N HITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 5OL11? ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE 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 MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: 1/15/2018 ptim® " F °eeppi m 0 V © copyright: MULHERN & KULP Structural Engineering, Inc, J ' c a a is Z� LLJ +• N co • -J D:2 T tl1 y ems. f.C N N a IV IV M&K project number. 181-17013 project mgr. S D I drawn by. C DV issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD W 0 _' W RESER TO 5-0.0 FOR TYPIGAL. STRUGTURAL. NOTES 8 SCHEDULES sheet: RIGHT HAND S160 Z Q.. Z � � LIJ0w d O 2 } o ] 0 Q0 z N � LL 00 O RESER TO 5-0.0 FOR TYPIGAL. STRUGTURAL. NOTES 8 SCHEDULES sheet: RIGHT HAND S160 MASONRY LINTEL A55EMBL I E5 SEE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO START 3'-8" �'-4" I I' -q° 17'-q ° 23-8 ° 26-011 6ROVT BOTTOM REINF. PRECAST LINTEL W W/ EMBEDDED REINF. � I I EMBEDDED REINF. MB -1 MB -2 MB -I 8F8-OB/0T ----- ----- TOP REINF. H ----- (1) #5 M13-1 CONT. 8FIb-IB/IT M13-1 SMEAR TIES :r 6ROVr u. GROUT NOTES: BOTTOM REINF. BOTTOM REINF. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. PRECAST LINTEL W EMBEDDED REINF. r 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. COg O �A55EMBLY 3050 WINDOW 3050 WINDOW 6068 560 W project number. REQ. d MB -3/ MB -3A N ME4& LINTELSt LINTELS M516MTW WITH AN MB38/46 SHAW. BE CONSTRUCTED THE SAME A5 M"/4 EXGEPr THE DEPTH SHAM BE MODIFIED FROM P-4' TO It -2' BY FIELD CUTTING THE TOP OF THE PREGAST LINTEL DOPN 2'. ALL 3-13/4"xb3" R.O. 373/4 x63 R.O. 13%"X61" R.O. issuedate: 06-29-17 REVISIONS: date: Mal: 09-25-17 MK 11-09-17 MK 12-11-17 MK cz 79 N � (N if CV Wk 11 N m � M13-1 M13-3 ::: • - I6'-0110'4" 3068 DOOR 4111x84/2" R.0 J GARAGE DOOR J D2. D2• START 2'-q•" 6'-q" g'-4" 26'-0" 28'-q" 5LOGK FLAN 22x34 SCALE: 1/4"=1'-0" ELE\/ATION 5 IIx11 SCALE: 1/S"=1'-0" co O 111IFIilllllli II !I MASONRY LINTEL A55EMBL I E5 SEE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO 6ROUT PRECAST LINTEL 6ROVT BOTTOM REINF. PRECAST LINTEL W W/ EMBEDDED REINF. � I I EMBEDDED REINF. MB -1 MB -2 MB -I 8F8-OB/0T ----- ----- TOP REINF. G TOP REINF. ----- (1) #5 VERTICAL 8FIb-IB/IT (1) #5 SMEAR TIES :r 6ROVr u. GROUT NOTES: BOTTOM REINF. BOTTOM REINF. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. PRECAST LINTEL W EMBEDDED REINF. rPRECAST LINTEL W � � I I EMBEDDED REINF. ^IM�Q•�I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. COg O �A55EMBLY W project number. REQ. 181-17013 MB -3/ MB -3A SHEAR FORCEMENT -4/ -4A TI SEES SC MB MB ME4& LINTELSt LINTELS M516MTW WITH AN MB38/46 SHAW. BE CONSTRUCTED THE SAME A5 M"/4 EXGEPr THE DEPTH SHAM BE MODIFIED FROM P-4' TO It -2' BY FIELD CUTTING THE TOP OF THE PREGAST LINTEL DOPN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT THRtJ TOP LINTEL COURSE. MASONRY LINT L DETAILS Z � REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB -I 8F8-OB/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB -3 8FIb-IB/IT (1) #5 (1) #5 #3 VERTICAL TIES ® 4"o.C. w/ MB4 8FIb-2B/IT (1) #5 (2) #5 180 DEGREE HOOK T813 APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (65 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATEG0RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DONN5POUT5 5HALL 015GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE STRUCTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE51GN5 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 DE5165N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY CORRO5ION-RES15TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER It HARDWARE SUPPLIERS TO GOORD. • CONGRETE DE51ON BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTINGS 2,500 p5l:....... SLABS ON GRADE (INTERIOR It EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE 55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN(95 SHALL BEAR AT LEAST 12 BELOW FINISH GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR C45% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O -G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM 641b F'c=3000 P51 N/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNIT5 SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENCGTH OF Ig00 P51 PM = 1500 PSI). ALL MORTAR SHALL BE A5TM 6210, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED N/ (U #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (A5 5HONN ON PLANS) • ROUGH OPENING5 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. Seal, 1/15/2018 % . a b ° T E F Ate" cue © copyright : MULHERN & KULP Structural Engineering, Inc. aco E cCDa a C co RESER TO 5-0.0 FOR TYPICAL STRUGTUIZAL NOTES 4 SGHEDULES sheet: RIGHT HAND S2*0 Z � o W +, ao cn E c � a� D 2 fJ1 Cn N �} Q O ma COg O W project number. v_- 181-17013 project mgr: CJD drawn by: C D V issuedate: 06-29-17 REVISIONS: date: Mal: 09-25-17 MK 11-09-17 MK 12-11-17 MK RESER TO 5-0.0 FOR TYPICAL STRUGTUIZAL NOTES 4 SGHEDULES sheet: RIGHT HAND S2*0 U1W z � o ao W � 2 �} Q O ma COg O v_- RESER TO 5-0.0 FOR TYPICAL STRUGTUIZAL NOTES 4 SGHEDULES sheet: RIGHT HAND S2*0 seal, 1/15/2018 ®��o�,aaammrru��° G. 0 a o pay �m a J" as AF e Q copyright: MULHERN & KULP Structural Engineering, Inc. DCOD C a rL C + (D E ra a Z� Ib" BGI b000s I-J015T5 20 a y ' 0 24" O.G. D2. W �, ' CD J g� D� Ld N y N N q. IV M&K project number: 181-17013 project mgr. SDI drawn by: C D V Ir----------------- ---1 i 11 issuedate: 06-29.17 �- �, " u REVISIONS: - - ---- o _....... END JOIST--i:ndate: initial: ---------------- a 09-25-17 MK � 11-09-17 MK ___:_-�_ (2)13/4"xlb" \'��+ -------- -- ---------- --- 12-11-17 MK - - - LVL PLU5H (2)2x6 -------- ------ r ■� - - 22 35 D2. 21 D2. U UJ --------------- _--------------- END JOIST O -�� MCC Q 2 21 D2. �31 LO D2. z r I 20 � � I D2. --(2)2x10 OPP)rD -- -- ---- ---- ----- ----- ---- �.—*� a+ ~ L 3y 110Y2" POWPR GOL. w ^ 51MP50N EPG4Z V 0 GAP $ ,4BW44Z BA5E MONO TRUSSES U.4(TYP.) 0 24" O.G. .4 >-+ 1.1.j O> 0 � 2 ND FLOOR SRAM I NG PLAN 0 Q x34 5GALE: 1/4"=1'-0" ELEYATION 5 0 xl'15GALE:I/5••=1._0.. 0 REFER TO 5-0.0 FOR TYPIGAL sheet: RIGHT HAND 5TRUGTURAL NOTE5 $ 5GHEOULE5 • C I I �r LL LLc C c t r ROOF R*41N6 PLAN 1 22x54 5GALE= 1/4"=I1-011 IIx1'1 SCALE: 1/5"=1'-0" In ELEVATION 5 1 seal, 0012010; 24 " " Q copyright: MULHERN & KULP Structural Engineering, Inc, C � a zo a �" W+� U, z� Cn J Cq D2 11 N N 04L 116— N N Q M&K project number: 181-17013 project mgr: SDI drawn by. G DV isssuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK C V) w z W U) z V U. � w o w O LL i7 � 2 L1. > 0 Q o z 0( 00 0 REFER TO 5-0.0 FOR TYPIGAL sheet: RIGHT HAND 5TRUGTU%AL NOTE5 $ 5GHEOULE5S4*0 6" GMU BLOCK 6" GMU BLOCK . R4.1 FI -FOIL OR (1) #5 FROM FT6. TO (U 5 FROM FTG. TO EQUAL OVER %11 BOND BEAM. SPLICE # FURR STRIPS TO BE MIN. 30" BOND BEAM. 5PLIGE 6ROUT CELL SOLID TO BE MIN. 30" 3Y2" GONG. SLAB rt/ WWF OR FIBERME5H GROUT CELL 5OLID `n REINF. OVER 6 MIL. ;u VAPOR BARRIER ;,: } (Z MATCH GNU LE06E :u PER 1/501.0 • ♦ 4 �, L4'. GRADE I I I fIIII I � GRADE ;�IMI1=1 I I 1 I1II1=1II- ' I III III=III=III I III �1 III III—III= III ;I I' _ CLEAN I I I-1 I I -III MONOLITHIC GLEAN COMPACTED FILL 11-0111 FOUNDATION W/ COMPACTED FILL MONOLITHIC I ® 15% STANDARD (2) #5 HORIZ.o 15% STANDARD (1_011 FOUNDATION W/ DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. (2) 5 HORIZ. COVER) CONT. ONNCHAIRS (3" MIN. GOVE WHERE 2ND STORY WHERE 2ND STORY (3" MIN. COVER) OGGUR5 FT6. SHALL BE OCCURS FT6. SHALL BE 114" WIDE w/ (2) #5 BARS 1'-4" WIDE w/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL (D�LA%C7 CURB liii_171TArILWAIT WS FILLED CELLS (5EE PLAN) s:s#>s: 411 GARAGE TOP YIEW NON -LOAD BR6. WALL ®VORNLR F �-- GARAGE WALL G,4f�GE � INTERIOR `r Y2" GONG. SLAB 411 m ♦ °.•••e a °..° q.'� I I I—ll 111—TTI 1-111—I 11-111-111—I 1� 111 e '' v —' 11—rI I II � I III I � 1 111-1111 I I II11 11111 Jill 1 I 1 I I ° � •. ... a ° : e.. 11-1 I 1-111 �I I III ,T. 9 1 I=_1 I 1=1 I Mi I 1=III—III=III—II 20"0' THICKENED =III—I 11=1 11=1 I f=11 11=1 I I—III; ED6E W/ (2) #5 CONT. =111=1r( --I I I=I I MI I I=IIIT (I) #5 GOVT. Wl 611 I—I 11- 3" MIN. COVER OFFSET T=OOTING NONBEAR I NG DETAa I L THICKENED ED&E ® GARAGE DOOR DETAIL scut, Nrs 6 scat, w,'s SLOPE ER MF6.SPE65 RECESS o 5LIDIN6 4, e ' GLASS DR. T. ° 811 GMU BLOCK SILL FORMED ON 51TE (1) #5 FROM FT6. To R4.1 FI -FOIL OR a BOND BEAM. SPLICE EQUAL OVER 3/4° EXP JOINT TO BE MIN. 25" FURR STRIPS GROUT CELL 50LID 3,211 GONG. SLAB W/ WWF OR FIBERME5H REINF. OVER 6 MIL: SLOPE Q VAPOR BARRIER SILL FORMED ON 51TE 3,211 GONG. SLAB — (2500 P5.1) W/ 6x6 ; •. ' LT 10/10 H.W.M. AND 6 MIL. VAPOR BARRIER (' _ ° III—III-111-111-1 m 1 61-1 11=1 I I .I I=11511 =1 I I a ITI=1=1 11=_I 1 • . d•'<� .��•°�� ;a'•• e. z 1'11-111 1—III ��II 1 d. 4... '.° '.•e ,•: • .,� illi—I e II—Il ee '•a I I1 °.' = 11_1 X111— F=III'—I : A",. EXP JOINT d R MFG. 5r�G5 1 I I = A/C CHASE PVC SLEEVE TO BE '-T=III-111-111,= I i r— TWICE THE DIAMETER OF PROTECTED PIPE q EXTERIOR OUTSWING 4 S&P POURED BILLS DETAIL 10 CHASE DETAIL scar, NS scut, N% Y2" GYP. BD. EA. SIDE OF 2x'S 0 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. OF FASTEN W N'6" LONG TAPGON5 NOTED oN PLAN5) ® 21-811 O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHF-RH15E ON PLAN5) 4...-* .e d y 46 —_ —♦ — °.. J :; e'� a .: — 1 -I11 -111—I I I—III ; I I ITI_=I—TI=1 I LSI' � i—I � I—III III — •• • _ _ _ _ _ =1 I I—I I I ' 1=1 11=1 11=1Tf 11=1 I I I I I—I I I I; I r, I I 811 a" (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I'-8" WIDE W/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL Wx8" THICKENED SLAB W/ (1) #5 CONT. 0111�KENI D E1DGE DETAILNrs 8" GMU BLOCK PROVIDE 30"MIN. LAP SPLICE 3Y2" GONG. SLAB W (U #5 VERT. IN KHF OR FIBERME5H 6ROUTED CELL, FULL HT. (5EE PLAN5 FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER ♦ d • e ' 4 1— BREAK FACE .11117,1151 SHELL TO ALLOW FOR SLAB GRADE ROUT SOLID BELOH SLAB DOHN 111= TO FOOTING (I) #5 DOWEL W/ 611 ♦ . a 12"Ab" CONT. CONT. HOOK (SEE PLANS ° FT6. W/ (2) #5 HORIZ. FOR LOGATIOW CONT. ON CHAIRS 0" •' MIN. COVER) DROPPED GRAVE 1DETAr I L i scut, Nm seal, 1/15/2015 NO Z 4 °° e INTERIOR ==10.° Y2" GYP. 130. EA. 51DE TA 0 I OF 2x4'5 0 16" O.G. O TAPcONS (SARA (5E AA2'T&ANO Y4AND 12" MAX FROM *ell �l A%�® 21/411 END OF WALL (UNLESS NOTED 1488111% ° ®�®® 11 OTHERWI5E ON PLANS) © 1 1/2 copyright: MULHERN & KULP STUD PLATE TIES 0 STUD Structural Engineering, Inc. } PT BOT. PLT. I TOP 4 BOT. (1F NOTED ON PLAN5)74 4 a 44 4 m a m (2) #5 HORIZ. 10" I 10" Z CONT. ON CHAIRS ? 4 (3" MIN. COVER) v t W` y� or vs 3 UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE .I c � 8 ANCHORS AT BEARIN6 WALLS PER ABOVE, UNLESS NOTED OTHERN15E ON PLAN5 m N W 01=�5ET TOOTING HEARING DETAIL L_ F3 Cx scat= � M&K project number: 181-17013 6" GMU BLOCK BEYOND project mgr. SDI R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4' drawn by: G pV FURR STRIPS ism date: 06-29-17 3 Yz" GONG. 5LA6 W/ MTL. THRESHOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: PORCH 5LA13 VAPOR BARRIER date: initial: (5EE PLAN5) 09-25-17 MK :e III—III—III—III— 11-09-17 MK 1TEl I El I I—Ill1 T I I I=1 I I—I 11=111- 12-11-17 MK I_I I I—III—III—I I' '. 11=1 I I—III—_11l I—_ — — e _ _I I f 11 I-1 I I 11-111-111 1 I f—I R=7TI d ., • ..11—L1-111- GLEAN COMPACTED=TTI=III "• •' ' III FILL ® 45% STANDARD DENSITY AND TERMITE .1 I I=III 1 I(=1�=1 I I III TREATEDI 1 �=111-111~III-111= �- MONOLITHIC i III .I 1= i i I FOUNDATION YV I I-O'I (2) #5 HORIZ. � CONT. ON CHAIRS MIN.. (311 MIN. COVER) CD WHERE 2ND STORY OCCURS FTG. SHALL BE W 1'-4" WIDE w/ (2) #5 BARS wwlw„wrr� ENTRY 1100 R 1�ETA� I L S cz scar, Nrs Cn 6" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER VW r n (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE t' i••�l TO BE MIN. 3011 3 XV GONG. 5LA13 W/ �--+ 6ROUT CELL SOLID WWF OR FIBERME514 PORCH SLAB REINF. OVER 6 MIL. VAPOR BARRIER I -•r (5EE PLAN) 4. LU �♦ :"__ = Q , .. • .° :.'.. � d4.. _I-111-111=111 �� I I Li.. EXP JOINT ' -_ 111 111=111-111=1 I W _ —111—I i d°•° 11-111-111 S I I � O �f 111-111.-111-111— III _111 111_111-111 I1 MONOLITHIC W GLEAN I I I I— FOUNDATION W/ COMPACTED FILL(2) #5 HORIZ n O o q5% STANDARD I 1_ 0a CONT. ON CHAIRS 0 DENSITY MIN, 0' MIN. COVER) Q WHERE 2ND STORY z OCCURS FT6. 5HALL BE 1'4' HIDE W/ (2) #5 BARS O 1..6.E 00a jlRI.OR WALL ® PORCH 5LA 111DETA —I 0 12 sc,4Nrs sheet: SDI • N C I 11 6" GMU BLOCK 6" GMU BLOCK . R4.1 FI -FOIL OR (1) #5 FROM FT6. TO (U 5 FROM FTG. TO EQUAL OVER %11 BOND BEAM. SPLICE # FURR STRIPS TO BE MIN. 30" BOND BEAM. 5PLIGE 6ROUT CELL SOLID TO BE MIN. 30" 3Y2" GONG. SLAB rt/ WWF OR FIBERME5H GROUT CELL 5OLID `n REINF. OVER 6 MIL. ;u VAPOR BARRIER ;,: } (Z MATCH GNU LE06E :u PER 1/501.0 • ♦ 4 �, L4'. GRADE I I I fIIII I � GRADE ;�IMI1=1 I I 1 I1II1=1II- ' I III III=III=III I III �1 III III—III= III ;I I' _ CLEAN I I I-1 I I -III MONOLITHIC GLEAN COMPACTED FILL 11-0111 FOUNDATION W/ COMPACTED FILL MONOLITHIC I ® 15% STANDARD (2) #5 HORIZ.o 15% STANDARD (1_011 FOUNDATION W/ DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. (2) 5 HORIZ. COVER) CONT. ONNCHAIRS (3" MIN. GOVE WHERE 2ND STORY WHERE 2ND STORY (3" MIN. COVER) OGGUR5 FT6. SHALL BE OCCURS FT6. SHALL BE 114" WIDE w/ (2) #5 BARS 1'-4" WIDE w/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL (D�LA%C7 CURB liii_171TArILWAIT WS FILLED CELLS (5EE PLAN) s:s#>s: 411 GARAGE TOP YIEW NON -LOAD BR6. WALL ®VORNLR F �-- GARAGE WALL G,4f�GE � INTERIOR `r Y2" GONG. SLAB 411 m ♦ °.•••e a °..° q.'� I I I—ll 111—TTI 1-111—I 11-111-111—I 1� 111 e '' v —' 11—rI I II � I III I � 1 111-1111 I I II11 11111 Jill 1 I 1 I I ° � •. ... a ° : e.. 11-1 I 1-111 �I I III ,T. 9 1 I=_1 I 1=1 I Mi I 1=III—III=III—II 20"0' THICKENED =III—I 11=1 11=1 I f=11 11=1 I I—III; ED6E W/ (2) #5 CONT. =111=1r( --I I I=I I MI I I=IIIT (I) #5 GOVT. Wl 611 I—I 11- 3" MIN. COVER OFFSET T=OOTING NONBEAR I NG DETAa I L THICKENED ED&E ® GARAGE DOOR DETAIL scut, Nrs 6 scat, w,'s SLOPE ER MF6.SPE65 RECESS o 5LIDIN6 4, e ' GLASS DR. T. ° 811 GMU BLOCK SILL FORMED ON 51TE (1) #5 FROM FT6. To R4.1 FI -FOIL OR a BOND BEAM. SPLICE EQUAL OVER 3/4° EXP JOINT TO BE MIN. 25" FURR STRIPS GROUT CELL 50LID 3,211 GONG. SLAB W/ WWF OR FIBERME5H REINF. OVER 6 MIL: SLOPE Q VAPOR BARRIER SILL FORMED ON 51TE 3,211 GONG. SLAB — (2500 P5.1) W/ 6x6 ; •. ' LT 10/10 H.W.M. AND 6 MIL. VAPOR BARRIER (' _ ° III—III-111-111-1 m 1 61-1 11=1 I I .I I=11511 =1 I I a ITI=1=1 11=_I 1 • . d•'<� .��•°�� ;a'•• e. z 1'11-111 1—III ��II 1 d. 4... '.° '.•e ,•: • .,� illi—I e II—Il ee '•a I I1 °.' = 11_1 X111— F=III'—I : A",. EXP JOINT d R MFG. 5r�G5 1 I I = A/C CHASE PVC SLEEVE TO BE '-T=III-111-111,= I i r— TWICE THE DIAMETER OF PROTECTED PIPE q EXTERIOR OUTSWING 4 S&P POURED BILLS DETAIL 10 CHASE DETAIL scar, NS scut, N% Y2" GYP. BD. EA. SIDE OF 2x'S 0 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. OF FASTEN W N'6" LONG TAPGON5 NOTED oN PLAN5) ® 21-811 O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHF-RH15E ON PLAN5) 4...-* .e d y 46 —_ —♦ — °.. J :; e'� a .: — 1 -I11 -111—I I I—III ; I I ITI_=I—TI=1 I LSI' � i—I � I—III III — •• • _ _ _ _ _ =1 I I—I I I ' 1=1 11=1 11=1Tf 11=1 I I I I I—I I I I; I r, I I 811 a" (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I'-8" WIDE W/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL Wx8" THICKENED SLAB W/ (1) #5 CONT. 0111�KENI D E1DGE DETAILNrs 8" GMU BLOCK PROVIDE 30"MIN. LAP SPLICE 3Y2" GONG. SLAB W (U #5 VERT. IN KHF OR FIBERME5H 6ROUTED CELL, FULL HT. (5EE PLAN5 FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER ♦ d • e ' 4 1— BREAK FACE .11117,1151 SHELL TO ALLOW FOR SLAB GRADE ROUT SOLID BELOH SLAB DOHN 111= TO FOOTING (I) #5 DOWEL W/ 611 ♦ . a 12"Ab" CONT. CONT. HOOK (SEE PLANS ° FT6. W/ (2) #5 HORIZ. FOR LOGATIOW CONT. ON CHAIRS 0" •' MIN. COVER) DROPPED GRAVE 1DETAr I L i scut, Nm seal, 1/15/2015 NO Z 4 °° e INTERIOR ==10.° Y2" GYP. 130. EA. 51DE TA 0 I OF 2x4'5 0 16" O.G. O TAPcONS (SARA (5E AA2'T&ANO Y4AND 12" MAX FROM *ell �l A%�® 21/411 END OF WALL (UNLESS NOTED 1488111% ° ®�®® 11 OTHERWI5E ON PLANS) © 1 1/2 copyright: MULHERN & KULP STUD PLATE TIES 0 STUD Structural Engineering, Inc. } PT BOT. PLT. I TOP 4 BOT. (1F NOTED ON PLAN5)74 4 a 44 4 m a m (2) #5 HORIZ. 10" I 10" Z CONT. ON CHAIRS ? 4 (3" MIN. COVER) v t W` y� or vs 3 UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE .I c � 8 ANCHORS AT BEARIN6 WALLS PER ABOVE, UNLESS NOTED OTHERN15E ON PLAN5 m N W 01=�5ET TOOTING HEARING DETAIL L_ F3 Cx scat= � M&K project number: 181-17013 6" GMU BLOCK BEYOND project mgr. SDI R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4' drawn by: G pV FURR STRIPS ism date: 06-29-17 3 Yz" GONG. 5LA6 W/ MTL. THRESHOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL. REVISIONS: PORCH 5LA13 VAPOR BARRIER date: initial: (5EE PLAN5) 09-25-17 MK :e III—III—III—III— 11-09-17 MK 1TEl I El I I—Ill1 T I I I=1 I I—I 11=111- 12-11-17 MK I_I I I—III—III—I I' '. 11=1 I I—III—_11l I—_ — — e _ _I I f 11 I-1 I I 11-111-111 1 I f—I R=7TI d ., • ..11—L1-111- GLEAN COMPACTED=TTI=III "• •' ' III FILL ® 45% STANDARD DENSITY AND TERMITE .1 I I=III 1 I(=1�=1 I I III TREATEDI 1 �=111-111~III-111= �- MONOLITHIC i III .I 1= i i I FOUNDATION YV I I-O'I (2) #5 HORIZ. � CONT. ON CHAIRS MIN.. (311 MIN. COVER) CD WHERE 2ND STORY OCCURS FTG. SHALL BE W 1'-4" WIDE w/ (2) #5 BARS wwlw„wrr� ENTRY 1100 R 1�ETA� I L S cz scar, Nrs Cn 6" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER VW r n (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE t' i••�l TO BE MIN. 3011 3 XV GONG. 5LA13 W/ �--+ 6ROUT CELL SOLID WWF OR FIBERME514 PORCH SLAB REINF. OVER 6 MIL. VAPOR BARRIER I -•r (5EE PLAN) 4. LU �♦ :"__ = Q , .. • .° :.'.. � d4.. _I-111-111=111 �� I I Li.. EXP JOINT ' -_ 111 111=111-111=1 I W _ —111—I i d°•° 11-111-111 S I I � O �f 111-111.-111-111— III _111 111_111-111 I1 MONOLITHIC W GLEAN I I I I— FOUNDATION W/ COMPACTED FILL(2) #5 HORIZ n O o q5% STANDARD I 1_ 0a CONT. ON CHAIRS 0 DENSITY MIN, 0' MIN. COVER) Q WHERE 2ND STORY z OCCURS FT6. 5HALL BE 1'4' HIDE W/ (2) #5 BARS O 1..6.E 00a jlRI.OR WALL ® PORCH 5LA 111DETA —I 0 12 sc,4Nrs sheet: SDI • 4'-0" MIN. LAP 3 "x0.131 (3) 3 Y2"x0.131" NAILS 0 6" O.G. 3 Y2"x0.131" t� 16"O.G. ® 16"O.c. (4)23/8"X0.113" R.5. TOE NAILS OVERFRAMING ROOF 5HEATHING VALLEY SET 23/8'x0.113" R.S. NAILS • 6" O.G. OVERFRAMIN6 TRU55 (EDGE NAIL) 23/8'X0.113" R.5. NAILS ® 6" O.G. DBL. TOP PL FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — STUDS CLIP (SEE PLAN) MAIN ROOF TRU555 J[ TYPICAL OVERFRAM I NG TYPICAL TOP PLATE (-A-CONNECTION OETA I L B LAI* SPLICE DETAIL SCALE: N.T.S. SCALE: N.T.S. 2x4 LADDER BLOCKING ® 16" 0 VERTICALLY IN I5T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOCKING AT EACH ENE WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.S. ALL LAPS IN MASONRY 25" -RUNNING BARS #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORC I NG DETAIL SCALE= NTS seal I/ 11W29)Peiy G�/fid®� 4 FASTEN 2x P.T. WALL PLATE/END P.T. A F STUD TO GMU WALL W Y4 x 4" LONG TAPGON ®I6" O.G. @INT. om SHEAR WALL WITH EDGE — — — — — — — T-1 —i T- NAILING t BLO0KINO MR PRAN PLANS. �I II • NOT REQUIRED WHERE PORTAL FRAMES ARE 51MP50N 0516 STRAP — _ I CENTERED AT CORNER OF OPENING W (28) 2 1/2"x0.131" x — I II NAILS (28" MIN LENGTH) xll WINDOW/ x I I 2x4 HORIZONTAL FLAT DOOR I I I I BLOCKING. OP NINE - INSTALL 2 BAYS IF FIRST x I I I I 5TUD 15 LE55 THAN 14" FROM BOND BEAM EDGE OF WINDOW OPENING. 14" (MINA 14" (MIN.) C 2x4 LADDER BLOCKING ® 16" 0 VERTICALLY IN I5T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOCKING AT EACH ENE WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.S. ALL LAPS IN MASONRY 25" -RUNNING BARS #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORC I NG DETAIL SCALE= NTS seal I/ 11W29)Peiy G�/fid®� 4 FASTEN 2x P.T. WALL PLATE/END P.T. A F STUD TO GMU WALL W Y4 x 4" LONG TAPGON ®I6" O.G. @INT. • REQUIRED AT ALL OPENIN65 6REATER THAN 36" �� WIDE d AT ALL OPENIN65 LOCATED WITHIN P3 SHEAR PRAN WALLS. BOJ 9� L`o° • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (5EE PLANS). • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. TYPICAL EXT. WALL 4 INT. Structural Engineering, Inc. SHEARWALL OPENING ELEVATION ,, SCALE: N.T.S. 2x&12" P.T. (L OF OPENING (I) #5 1N - CENTER BUCK BOND BEAM • C a .0 6 I } ---------------- • Y2"DIA. J -BOLT'S I(SEE BELOW) (I) #5 BAR IN PRECAST LINTEL -� 2X4 P.T. TOP BUCK I ..r- U19(2) #5's VERTICAL IN GROUT FILLED • P.T. BUCK EACH cX GELL. IN WALLS GREATER THAN 30" SID SIDE OF OPENING } WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN 6ROUT FILLED CELL PROVIDE (5),V2" DIA. J -BOLT'S W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, (IF REQ D PER PLANT Q EACH 51DE OF DOOR. PROVIDE (1) Y2' x W(" tv THICK WASHER W/ EACH ANCHOR (IST BOLT ENTIRE COLUMN TO EN TO BE S" MAX ABV. CURB REST EQUALLY 10 GROUT FILLED O'_O" SPACED APPROXIMATELY 24" O.G) PROVIDE # OF DOWELS @ SLAB TO FIN. FL. NOTES: 4L]�--MATCH VERT. BARS w/ 30" MIN -.� BOND -BEAM —+►- LAP 5PLIGE PROVIDE Y2" DIA. x (b YY LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, PLACE OF J -BOLT IF MISSED DURING project mgr. S D I CONSTRUCTION 6AR &E DOOR PERT. RE I NI`ORC I NG DETAIL GARAGE DOOR BUCK DETAIL FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb N4" TAPGON5 6" FROM EN05 � SGALS= NT5 SGAL= NTS 2x4 LADDER BLOCKING ® 16" 0 VERTICALLY IN I5T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOCKING AT EACH ENE WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.S. ALL LAPS IN MASONRY 25" -RUNNING BARS #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORC I NG DETAIL SCALE= NTS seal I/ 11W29)Peiy G�/fid®� 4 FASTEN 2x P.T. WALL PLATE/END P.T. A F STUD TO GMU WALL W Y4 x 4" LONG TAPGON ®I6" O.G. @INT. 2x INTEIORWALL �� SHEARWASGRELL NDS PRAN BOJ 9� L`o° Q copyright: MULHERN & KULP Structural Engineering, Inc. .� C a .0 6 + ca . Z: ..r- 5HEARA ALL INTERSECTION W N NNECTION DETAILOmL Ui N 4 M&K project number: NOTES: 8 7 -.� BOND -BEAM —+►- I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr. S D I FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb N4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. drawn by. CDV RECESSED PRECAST 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. issue date: ., .. 06 29 1 7 HEADER STRUCTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS .00 . BOND -BEAM ► ,,,----CONTIN. PRECAST HEADER S" CMU PIER -T ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. — OR EOUIV. --, DOUBLE WINDOW PIER DETAIL@.LAN�R'*l = CASE, REVISIONS: 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X date: initial BUGKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66EREP ® 12" O.G. ® 09-25-17 MK EA. SUCCESSIVE BUCK. 11-09-17 MK 4. MIXIN(5 OF IX AND 2X BUCK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENING) ARE MET. 12-11-17 MK 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2-Y2"x0.131" NAILS 0 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER go pq 17OOR BUCK DETA I L w WJ V1 J LL UJ w Q 0 w V Z 0 2 0 Q '� Z LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ,ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE NHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLAN5. x W x LL, V-114 0 shed- SD2.0 _TOLERANGE5: ALL DIMENSIONS TO BE HELD WITHIN +/-Ya" OUTSIDE 2)2X45 EDGE P15TANCE I" EDGE 1 1/2" EDGE 2 II/2" EDGE PER DETAIL 3"x0.131 "x3" COMMON II „ cv I I I I �: z N I I 2.1 II 1 21/2 21/4 v d 3"xO.131"x3 I I < IN51DE 2X's I I 3"x0.1311Ix3" 3"x0.131"x3„ COMMON PER DETAIL COMMON COMMON z z z y I OPP. 51DE I I I I z= Q I 3"x0.131 NT U i I I I I I < I I GOMMON OPP.510E CL D15TANGE PER DETAIL COMMON (2)2X4's (2)2X6a 02X65OPP. 51DE IN51PE PLY NAILS NAILED AT 6" O.G. 5TA66ERED. OUT5IDE OUTSIDE NAIL5 NAILED AT 8" O.G. (2)2X's (2)2X COLUMN (3) OR (4)2X COLUMN M 2X BUILT UP STUD COLUMN DETAILS SGALl:: 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5TRUCTURAL PLAN5 FOR 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT SHOWN HERE INFO NOT 5HOHN HERE FASTEN EVERY OTHER 0513 BLOCKING ® 48" I -JOIST (w/ NEB BLOGKING A5 I-JOI5T5 O.G. FASTENED TO 2x \ / I-JO15T5 REQ'D) TO 2x BLOCKING w/ (1) -PER PLAN BLOCKING w/ (I) X -PER PLAN 51MP50N A55 CLIP 51MP50N A35 CLIP \ FASTEN VERY OTHER J015T TO CMU a FASTEN EVERY OTHER J015T TO GMU W 51MP50N HT5MIb TH15T STRAP. w/ 51MP50N HT5MI6 T 415T STRAP. FA5TEN STRAP TO GMU w/ (4)N' DIA. FASTEN 5TRAP TO GMU wl (4)Y4" DIA. x 2Y4" LONG TITEN 5GREW5 x 2Y4" LONG TITEN 5GREH5 2x(b FLAT BLOCKING (BETHEEN I -JOIST IN\\OSB BLOCK O KIN(16" MI O L . 51P OF - I6 MIN. LENGTH) FASTENED DONN TO GMU w/ (3) Y4" DIA. x 3 Yz" LONG FASTENED DOWN TO GMU w/ (3) Y4" DIA. TAPGON5 ® EA BAY. FA5TEN RIM x 3 Y2' LONG TAPGON5. FA5TEN RIM BOARD, THRU HALL 5HT6., TO 2x BOARD, THRU HALL 5HT6., TO 2x BLOCKING N/ 3"x0.131" NAIL5 0 3" o.c. BLOCKING N/ 3"x0.131" NAIL5 ® 3" o.c. ROFIT DETAIL R RETROFIT DETAIL @=%V, : 3/4"=1'-O" SGAL: 3/4"=I' -O" DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 56HEOULE GMU WALL BEYOND NOTE: MIN %6" WINDSTORM OR EQUIVALENT WALL 5HEATHING TO BE U5E0 A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REO'D. EXCEPT A5 NOTED ON PLA145 IN TWO STORY FRAME APPLIGATION5. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOHN N SH, T'1'6 H1NG 'L"Y. 111TA I L SG,4LCs NTS NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIMP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 514OHN BLOW OR BRUSH GLEAN. HERE 3. FOLLON MANUF. INSTALLATION IN5TRWTIION�5.. I U I L)RE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL b" INTO EXISVOvil14 GROUTED CELL SLAB, EPDXY d DRIVE #5 DOWEL, PROVIDE I - MIN. 30" LAP 5PLIGE I ' I Q) z 4. '• _GRADE � � I -III—i I I—III—III I I a I STI I I I I I —I i I—� _ � I=1 I: , .:'....� ' •: I—III—I � I—I � 1- Q _�—III—III � "•' •f I I—I � I—I � I — � —I I f—III—III' ". Q• .. I I I—I � I S MI5SED DOWEL RETROFIT DETAIL SGAI.!°: NTS SIM. 0 GMU STEM" MO"W ~1 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL ADPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. LL v__4 O sheet SO2. I seal, Y 47e se J �O F -I x LL ° 24 W � O xpq° o z 2 } : � o 0 C I~ 'Q n4 4 5EE DETAIL 5b ON "°I® IONA STRUCTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOHN HERE Q copyright: MULHERN & KULP FA5TEN EA. ROOF TRU55 TO GMU Structural Engineering, Inc. w/ 51MP50N HT5MI(b TH15T STRAP. FA5TEN 5TRAP TO GMU N/ (4) Ya" �' c DIA. x 2Y4" LONG TITEN 5GREH5 PROVIDE M015TURE BARRIER J m c PLATE (51MP50N T55 OR 51M) ® Q EACH TRU55.Q- c PROVIDE 2x FLAT BLOCKING FIT + -� TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Z Y4" DIA. x 3 YY LONG TAPGON5. a FA5TEN BLOCKING TO ROOF TRU55E5 I..L y w/ (2) 3 Y4 x0.131 NAIL5 ® EA. END. W }, JI Jm �� RETROP I T DETAIL Z) � � N Q INSTALL ROOF CLIPS ROOF TRU55E5, ON OPP051TE FACE OF SEARING ON WALL NOTE: DETAIL ONLY WALL AS 5TW TIES AS WHERE NOTED ON PLAN APPLIES AT BEARING NECESSARY HALL5 WFFORT1N6 M&K project number: ROOF TRUSSES. 181-17013 PROVIDE CRIPPLE I IWO—/ project mgr: SDI 5TUD ABOVE HEADER lop Q JACK STUD drawn by: G DV 5IMP50N R5P4 STUDLM OT. PLATE TIE 9 TOP 4130T. sue date: 06-29-17 OF 5TW5, 5PACED PER REFER TO PLANS FOR PLAN (ALT. PER PLAN: REVISIONS: HEADER 51ZE. OSB SHEATHED HALL IN FASTEN TO KING W/ MIN. (3) 3"x0.131" NAILS LIEU OF METAL TIES) date: Initial: 09-25-17 MK 11-09-17 MK OPENING IN BIRO. HALL (5EE PLAN5) 2x4 (MIN) STUDS 0 I6" O.G. 12-11-17 MK OR A5 NOTED ON PLANS NAIL STUDS T06ETHER — — -I T_ — — PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE SIMPSON D5P I TO SLAB PER DETAIL TIE OR (1) HS STRAP 0 BASE OF JACK d KING. 3/501.0 U.N.O.ON PLANS TO 501E PLATE 5LA8 FOUNDATION C IST LR. INTERIOR AOOV 5EARI NG I w WALL CONNECTION BELOW ROO -• LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL ADPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. LL v__4 O sheet SO2. I J F -I x LL W W � O LLJ z 2 } � o 0 'Q n4 4 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL ADPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. LL v__4 O sheet SO2. I 2x EXTERIOR WALL EXTERIOR WALL 5HT'G. TO --2x EXTERIOR WALL AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIM UN CONTINUOUS FULL HEIGHT RUN -SEE PLAN FOR SHEATHIN6�� AND CONNECTION SPECS. EXTERIOR WALL 5HT'6. TO " BOARD w/ 3x0.131�� NAILS ®6 O.G. FA5TEN FLOOR SHEATHING FROM BOTTOM OF RUN CONTINUOUS FULL HE16HT I Y6" FULL DEPTH N6 ® --JOISTS TO BLOGKIN6 w/ 2 Y2"x0.131" RIM TO DOUBLE TOP PLATE OF WALL FROM BOTTOM OF A05BLL 1ST BA 48"o.c. ALONG WALL (1ST BAY ONLY) -SEE PLAN NAILS ® 6" O.G. FA5TEN 50LE PLATE TO RIM w/ RIM TO DOUBLE TOP PLATE FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) 2Y2"x0.131" ®3" O.G. INTO 3"x0.131" NAILS ®6" O.G. SHEATHING #8 SCREWS OR (5)2 Yz'"x0.131" NAILS. 50LE PLATE TO RIM w/ 2 2"x0:131" NAILS ® 6" O.G. 2 Y2'x0.131" ® 3" O.G. INTO SOLE FASTENED w/ (2) 5IMP50N A35 CLIPS AT EACH BLOCK (PERP) PLATE Y6" (MIN) 0513 RIM BOARD i -JOISTS I Y6 (MIN) 05B RIM BOARD. I-JO15T5 II II FASTEN TO EA. I -JOIST ® TOP BOTTOM CHORD w/ (2) 3 Ya"x0.131" -PER PLAN FASTEN RIM TO EA. BLK6 • II II _PER PLAN x NAILS PANEL w/ (3)3 A"x0.131" NAIL5 IUI PLAN MIN. 11 If 11 IM O.. INTO I? /— Y2 x0.131 & 3G ' BOARD 9 • 2 Y�'x0.131" ®3" O.G. INTO RIM � J I Ye" 055 BLOCKING EVERY Ix LL BOARD W Q W a OTHER BAY OVER SHEAR WALL FASTEN RIM TO GMU BOND BEAM w/ 5IMP50N HETAI6 FASTEN EVERY OTHER I -JOIST (w/ WEB FASTEN RIM TO GMU BOND UJ FASTEN EVERY OSB BLOCKING TO BOND BEAM w/ (1) 5IMP50N HETAI6 WALL CONSTRUCTION Z FASTENED w/ (2) 5IMP50N A35 CLIPS AT EACH BLOCK (PERP) EMBEDDED STRAP @ 24” O.G. BLOCKING BOTH SIDES) TO BOND BEAM BEAM w/ 5IMP50N HETAI6 d (48„ O.G. MAX) PER STRUCTURAL OR I Y8' 055 RIM FASTENED w/ (1) w/ (1) 5IMP50N HETA16 (48" O.G. MAX) EMBEDDED STRAP ® 24" O.G. PLAN 5IMP50N A35 CLIP @ 16" o.c. VERT WALL REINF. TO All GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM OVER 5HEARWALL (PARALLEL) EXTEND INTO BOND BEAM W/ (I) #5 GOVT. EXTEND INTO BOND BEAM W/ (1) #5 CONT. " 8 REINF. GMU WALL 8" REINF. GMU WALL -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS 8 HORZ. REINF. SPECS iN'-1� TION @=FN_TR3C.9/4-0' 21 SG,4LC: 9/4"■I'-0" 8-0' FASTEN ROOF 5HEATHIN6 TO 2x BLOGKIN6 w/ 23/6"X0.113" R.5. NAILS ® 6"O.G. 2x6 BLOGKING IN EA. TRUSS BAY 2x4 GATS ® 16"O.G. ROOF TRUSSES FASTENED TO EACH GRO551N6 FASTENED TO 6ABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ ® 24"O.G. 5TUD W (3)3 Y4"x0.131" NAILS TRU55 w/ (2)3"0.131" BLOCKING w/ 23/6"X0.113" (3)3 Y4"x0.131" TOENAILS. PROVIDE (1) R.5. NAILS ® 4"O.G. TOENAILS EACH END 5IMP50N H3 CLIP OVERHAN65 > 12" X x SEE DETAIL 20 FOR ADDITIONAL GYPSUM BOA 1'-4" MAX 2'-0" MIN CONNECTION INFO 4 FASTEN ROOF SHEATHING TO PER ARCH FOR 5HTG. FA5TENIN6 FASCIA WITH 23/6"X0.113" R.5. FIREPROOFING i" " NAILS ®6" O.G. ROOF 5HT6 i i NAIL54x0.131 GABLE END VERTICAL WEB SHALL BE REINFORCING A5 REGURIED CONT. 24" MIN -JOISTS BY TRU55 MANUF. ONTO ROOF -PER PLAN -� tT `- HANGER 2x FASCIA -BY TRU55 MANUF. -SEE ARCH SEE UPLIFT CONNECTOR 3Y4'"x0.131" TOENAILS ®12" 2x SHEAR WALL SCHEDULE ON PLANS FOR O.G. GONNEGTING BOTTOM - SEE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE II SPECIFICATIONS. FASTEN ROOF TRU55 TO VERT WALL REINF. TO 8 GMU BOND BEAM FASTEN BOTTOM CHORD OF EXTEND INTO BOND BEAM W/ (I) #5 DONT. DOUBLE TDP PLATE w/ PROVIDE 2x4 BLOCKING GABLE END TRUSS TO TOP �� (3) 3 Y4 x0.81 TOENAILS PLATE WITH 51MP2x4 BRAGS w/2x4 50N A35 ® 48 O.G. IN FIRST (3) CLIPS ® 32" O.G. T - BRAGE, SPACED ® BAYS OF ROOF 8" REINF. GMU WALL 4-0O.G. MAX. FASTEN TRU55E5-GUT TO FIT -SEE PLAN FOR VERT. 2x4 TO 'T' w/ 3Y4"x0.131" T16HT BETWEEN TRU55 4 HORZ. REINF. SPECS FASTEN BOTTOM OF 2x4 NAILS ® 12" O.G. BOTTOM CHORDS GC l� BRACE TO DBL. TOP SECTION aET,41L PLATE w/ (U 51MP50N PETAL _ LOGKIN6 STEN /S�G�W� r�� BGfrtl"e 8/4'91'-0' S0 SGALt;: g/4"=p-0' TOENAILS Y4"X0.131" 51 SG,+�t.k: 5/4"nNO" /NAILS ® 6" O.G. 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY SPACE -SEE PLAN FOR 514EATHING AND CONNECTION SPECS. FASTEN 50LE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANCHOR BOLTS ® 4'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END FASTEN EXTERIOR 5HEATHIN6 TO 2x PLATE w/ 2 Y2"x0.131" NAILS @ 3" O.G. 8 GMU BOND BEAM W (1) #5 BARS GONT. 8 GMU WALL (SEE PLAN5; FASTEN SOLE PLATE ILA WALL TO BOND BM. w/Y2" DIA. ANCHOR BOLTS ® 6'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END 2x INTERIOR WALL @ 5TAIR5 OR 2-5TORY SPACE. INSIDE FACE OF DRYWALL SHALL OVERHANG MASONRY 3/4". PROVIDE FURRING ON IN51PE FACE OF MASONRY TO MATCH DRYWALL seal;G. lye mow°" •°®�' ,S•° �� • • 4 e;e-111 ON A Q copyright: MULHERN & KULP Structural Engineering, Inc. rn m � c Q W R .� a m Z� OC - N rn E JCL cc LU) N N a 5EGT10N - �� Was SAPX ' O" M&K project number. 181-17013 Project mgr S D I drawn by: C DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W WWJ 2 Q Z con' LETTERED DETAILS /ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APDL I GABLE AREA5. THESE NHERE 5PEG I F I GALLY I ND I GATD DETA I L5 ARE NOT "GUT" ON THE PLAN5.("GUT") ON THE PLAN5. x J CO Ix LL LL W Q W a � UJ Z } 2 d � � LETTERED DETAILS /ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APDL I GABLE AREA5. THESE NHERE 5PEG I F I GALLY I ND I GATD DETA I L5 ARE NOT "GUT" ON THE PLAN5.("GUT") ON THE PLAN5. sheet: SD2o2 x CO Ix LL 0 I' sheet: SD2o2