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3746 Saltmarsh Lp 17-2373; NSFH (a)
L -0—k- --I- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: .Yob Address: = �I-- Jj–� �y,T;�_� �� �� klistoric,ll ragl ict: Yes ❑ Nu Parcel LD: I Residential ErCommercial ElType of Work: Newk<f Add:it:ion ❑ Alteration ❑ Repair ❑ DeMo ❑ Change of Use ❑ .Move ❑ Description of Fork: Plan Review Contact Person:��� Phone: ilk –i ��CS? Fax: ! (jjJ;-� =` Email: ry�ko r.(v-\ �C�v ''�'�� l`-) rz- Property Owner Informationr `mom i C"Or"-, Name I{,yc t �6� �Lme.5 R_ e -L. C. Phone: tft)-'i— Street: Ire -C- f l wnl 'j Ve✓ . , 3)e j J4 Resident of property? : Nj lb City, state Zip:kL- ,ll Contractor Information Namen��C3 1 i th t 'If � _' C �1 �c _ 1 I 1- c- Phone: 463r L2q�i" - 1 C Street: t �ti���a Q��� a S-��? 1 C_ '- Fax: --- City, state Zip: CRA -o state License No.: Architect/Engineer Information Name: � 1 _a t 1�t" Q Iyer_, v — Phone: oc I Street: City, St, Zip: cy'a--ZC__IvC�r Y � U -wail: � i uP ( Bonding Company: I. :(Mortgage t eudes Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI-X tN YOUR PAYING 'r)VICE FOR IMPIAOVEMENTS TO YOUR PROPERTY. A NOTICE OF COMB[ENCEMEN'r MUST BE n RECOIIDEB AND. POSTED ON THE JOB SITE BEFORE ` RE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT lVITUt YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation 11<<s commenced prior to the issuance of a permit and tklat all work will be perlbrrned to meet standards of all laws regulating construction 1n tills jurisdiction. i understand that a separate permit Inst be secured for electrical work, pluil billg3 sig,lis, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. LT.0 1.05.3 Shall be inscribed with the (late of application and the code in effect as of that date: 5°i Editiou (2014) Florida Building Code Revised: June. 30, 2015 Permit Application j'"" 000"4 A"' INDEX. UENERAL NUTES:_ CS-1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 0.1.3 SLABPLAN'U' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION FL 1.3 FIRST FLOOR PLAN 'u' BEFORE CONTINUING WITH WORK. CONTRACTORS FL 4.1 SECTIONS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.3 ELEVATIONS 'U' CODES, REGULATIONS, AND FHA/VA MPS. FL 5.3.1 ROOF PLAN 'U' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.3 UTILITY PLAN'U' 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9.' THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -5TH EDITION (2014) R703.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT RECORD COPY MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. -5TH EDITION (2014) 8703.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) REVIEWEgFOFiCUgECUMPLIANCE R703.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM OF PLANS EXAMINER NO. 26 GALVANIZED SHEET GAUGE CORROSION- DATE ORROSION- DATEDATE RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR $ANFORD BUILDING DIVISION BELOW THE PLATE LINE ON EXTERIOR STUD WALLS APERMIT ISSUED SHALL BECONSTRUED 1.0 BEA IN ACCORDANCE WITH ASTM C 926. THE WEEP LICENSE TO AUTHORITY TO VIOLATE. CANCEL, ALrEROROCEED WITH THE WORK AND OSET S SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ASIDE ODES,ANY OF NOR PROVISIONSF THE ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER OFERRORSSINPLA AREAS. THE WEATHER RESISTANT BARRIER SHALL REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT COMPACTION TEST FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH REQUIRED, EDITION (2014) R703.6.3 WATER RESISTIVE BARRIERS Results to be Verij'ied INSTALLED OVER WOOD BASED SHEATHING SHALL at Arab Inspection INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R703.6.5 OR IN # - 2 3 7 3 ACCORDANCE WITH ASTM C 926. �v1LaiNc SANFORD ���tr{�Ci<� REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N 1 SQUARE FOOTAGE TABULATIONS `N' 3Di DDDR ,,qq�� HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL ;,1 f., PORCH PATIO/COVERED PATIO TOTAL -- ir M-U--L-H-E-R N-�-KU_L- residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 0 DD a' •��� ¢� p215.646.8001 • mulhemkulp.com 110 ELEVATION 'U' 1412 1412 Mulhem+'Ku'' , ' nt re*wed any o fm� a r lated to o her d sopline . W 0 REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N 1 SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION 'U' 1412 1412 421 48 75 544 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: 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 INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2014 FLORIDA RESIDENTIAL BUILDING CODE SECTION 8311.3.) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - 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 a 1 10,11*4 DRAWINUS FOR ALL FOUNDATION FOUNDATION KEYNOTE... F'1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 144 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.cum ne r, 4 ide 77124 °off it is o w r •tea V p o i 1'E OF IN �'�loaaangA90� Mulhem + Kulp has reviewed this plan for structure only and has not reviewed any other Information related to other disdplines, SLAB PLANU 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 29'-0" ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LASS` SAVED BY: SHEET NO: FL 0.1.3 21'-0" V-4" 6'-8" 5'-'11 1/4" 8"18"1 W �v � O W Wco..................................... .. PATIO SLAB .� REINFORCE PER LOCAL ----------- ---- CODE AND ENGINEER'S `v SPECIFICATIONS } L _ — -- -- .......................I I I MAIN SLAB II I NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES I ARE DIMENSIONED TO CENTER LINE. II ....... ....... ................. ............ ..........................................._................I __j 8'-5 3/4" 7t N 1 � _ o as ..................... ra I t �,. ............._.__ VERIFY UNDER SLAB `t AT KITCHEN ISLAND ' 2'-1 /2" 2'-0 1/4" \-7 3/4" r - T T N � ................................... Ell I 1FIT! I I I LlL- Qvl") F2 PORCH SLAB o W CL -� REINFORCE PER LOCAL `n CODE AND ENGINEER'S SPECIFICATIONS 7t N c>7 Q N W , GARAGE SLAB ; REINFORCE PER LOCAL CODE AND ENGINEER'S 7t SPECIFICATIONS W W O �f F1 -- 2'-7 1/4" 16'-4" 2'-2" T-10 3/4" 21'-1 1/4" 29'-0" ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LASS` SAVED BY: SHEET NO: FL 0.1.3 WALLLEGEND 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 OR APPROVED 20 MINUTE RATED DOOR WITH SELF CLOSING HINGE 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = T-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS VERIFY LOCATI IN FIEL[ FIRST FLOOR PLAN ELEVU 1 21'-0" 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 6'-8" N co (Q N r N V) N U) LO N a N .,R. ISSUE DATE: 08.14. 17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.3 21'-0" V-4" 6'-8" 15'-2 1/2" 5'-9 1/2" F-4" 3'-0" 7'-0" 3'-0" 10 1/2" 3050 SH 3050 SH SLIDING BYPASS 13. DOOR- i� COVERED %i PORCH ii M. RE® _; M. RA 9'-4" CLG. r 9'-4" CLG. 8" CJ6068 S.G.D. 8'-9 1 /2" d \ '-6 1/2 2'-3 1/2""- U-7" 2868 N 2868 I =WIC I O w Iw wU-" 2 68 9'-4" CLG I I — I J Iw HVAC C1 2668 N I DINING 2468 I� w a) a 9'-4" CLG. — — - -EQ EQ N 2468 8'-8" T-'1 '1 1/27 REF 3'-3 1/2' 91-11, BED 2 ri 9'-4" CLG. � o, KITCHEN DW 3'-7" 8'-9 1/2" - 9'-4" CLG. o o --_ 16co d ° ° N 03 11 ° �I 2468 Lj 11 '-2'2'-4" 9'-4" C 6 14 �r ,I CV c0 r N FAMILY BED 3 9'-4" CLG. 9'-4" CLG. T-5 1/2" 2'-4 1/2" 3'-9 1/2" 3'-0" 7'-1 " 5'-3 1/2" 5 " 2'-8" 1 81/2" LA 9'-4 LG. I a __ co _ I 268 I �----, r— [:8:]9-4'" I WIC . I CLG. FOYER - a —. w I N 2868 L___ -1 I--=--- 9'-4" CLG. 2 WH ZV (V 0 -1'-21/2" 4 3'-1 17'-2 1/2" 1 1/2. 20'-4" i?. -8" 3'-0" 2'-4" PORCH IT, SEE EXT. ELEV. GARAGE .A Zzzzzz Z //� /jam s" 10" BOX COLUMN, CO C? SEE SEE EXT. ELEV. 8" 7'-2" STONE VENEER, SEE EXT. ELEV. - 16070 SECTIONAL 2'-8" 16' U" 2'-4" 8' 0" 21'-0" 29'-0" N co (Q N r N V) N U) LO N a N .,R. ISSUE DATE: 08.14. 17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.3 ,-,BUILDING SECTION 1 'U' 1/4" = 1'-0"AT 22"X34" LAYOUT =1'-0" AT 11" X17" LAYOUT 1ST FLOOR PL. HT. 1ST FL. WDW. HT. 1ST FLOOR FIN, FLR. 70 'JuuiaEl it ,dn y� /o7t32} yY 6TE OF ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 4,11 10" PAINTED CEMENT BOARD SOFFIT a — 4 E19 SMOOTH 10" PAINTED WOOD BOX COLUMN — 12 5 6" FASCIA N 6" -- FRIEZE 12 5 F/ ems. 12 1ST FLOOR PL. HT. - - - 1ST FL. WDW. HT. Aff 0 SMOOTH E16 ODD © CV Z \; ' COACH LIGHT Q PER BUILDER IE] F7 FE—] M❑ ❑ © � m STONE WATER �. ElpElM _. El FF J1© � TABLE 1 ST FLOOR FIN. FLR. 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 12 LO W FASCIA E16El E22 , ' , .. • �. • ,' , ,' , �.. ', .. RE AFS ELEVATIUI\j 'U' 3 — 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT T W C7 0 co 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 8312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = T-0" 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. MUL E_ N+K .F residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhernkulp.corn 12 12 5 N LO ui FASCIA E16 E16 10" OD .Q W. , . L Ll , .. � � ., ,• ., .. ��.�" �., .�`� ��Q +' Int ��" .:y\._ C.�:.4 LEFT ELEVATIONU 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT _ 1ST FLOOR PL. HT. � - I - 1ST FL. WDW. FIT. W CO , 1ST FLOOR FIN. FLR. 12 h4ulhem +Kulp has r v(cweQ �I p�aQ fgr� kutt344and has not re med any other Infounahon related to other dcuolincs. - 1ST FLOOR PL. HT. - - 1ST FL. WDW. HT. e STONE WATER TABLE IST FLOOR FIN. FLR. 5 I/ 12 cv � 5 Lo 1 C16 FASCIA — _ — — 1 ST FLOOR PL. HT. Ll , , STONE WATER TABLELU: I ; E22 ——' — = — — — — — — — 1ST FLOOR FIN. FLR. +W e W 0 ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2016 Starlight Homes LAST REVISION LAST SAVE® BY: SHEET NO: RIGHT ELEVATION'Ul- 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 5.3 ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO TEXTURED FINISH U.N.O. 12 12 5 N LO ui FASCIA E16 E16 10" OD .Q W. , . L Ll , .. � � ., ,• ., .. ��.�" �., .�`� ��Q +' Int ��" .:y\._ C.�:.4 LEFT ELEVATIONU 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT _ 1ST FLOOR PL. HT. � - I - 1ST FL. WDW. FIT. W CO , 1ST FLOOR FIN. FLR. 12 h4ulhem +Kulp has r v(cweQ �I p�aQ fgr� kutt344and has not re med any other Infounahon related to other dcuolincs. - 1ST FLOOR PL. HT. - - 1ST FL. WDW. HT. e STONE WATER TABLE IST FLOOR FIN. FLR. 5 I/ 12 cv � 5 Lo 1 C16 FASCIA — _ — — 1 ST FLOOR PL. HT. Ll , , STONE WATER TABLELU: I ; E22 ——' — = — — — — — — — 1ST FLOOR FIN. FLR. +W e W 0 ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2016 Starlight Homes LAST REVISION LAST SAVE® BY: SHEET NO: RIGHT ELEVATION'Ul- 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 5.3 – 0a`�0 Fra 0. iv ra MULHERN+KULP W Cry . , .. ............................... .r V7 residential structural engineering �.0° rs rV w 20 South Maple Street, Suite 150 • Ambler, PA 19002 �U Q p215.646.8001 mulhernkulp.com v C�`�,°•.o•O R 1p r •°,, ._..... _.................O ................................... °'4d.•`�� A n r �r ,� ` ��9 Mulhem + Kulp has r4ded,jh� e�Qpy and as not reviewed an other information rreeWpted o o er disoplin s. yLO A.......... _____.........I ISSUE DATE: 08.14.17 FOR REVIEW ._..._. REVISIONS: I I I I I I I I ....... . . . ..... ""'-"...".""'-...._ ............. ....... LLOMANCO 770-D, INSTALL PER MANUFACTURER INSTRUCTIONS, LOCATION PER BUILDER .......................... - These drawings are the property of Starlight .................................. Homes and are not to be utilized for construction, or "� -......... � :) `�;j copied in part or in whole 'T 5:12 ........:::::.:::::::.-::... W I ...� without permission from 2 5:12 � the builder. © 2016 ................. _ .. � Starlight Homes , LAST REVISION [I....WC._...._ .� LAST SAVED BY: LOMANCO 770-D, INSTALL PER MANUFACTURER INSTRUCTIONS, LOCATION PER BUILDER I .....::mm....... .. I tiiA 1....�....... �� \ n WH ) M I / \� LL ��� W 'I c� fE 5:12 5:12 m ® _ — F TYP. EAVE Lu a � Q SHEET NO: - ROOF PLANU FL 5.3.1 �1 1/4" = V-0" AT 22"X34" LAYOUT 1/8 1'-0" AT 11" X 17" LAYOUT 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTO. . ....... J_ R 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 BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED, THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DUES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (A5 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 SI -TALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2016 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2016 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONVIP Avalk Agh um S SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTE: d ALL ROOF DRAINAGE SHALL BE PIPED TO Q 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 U DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. D LOCATE GUTTER AND DOWNSPOUTS PER d ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS D PITCHED ROOFS AS NOTED. SHALL OCCUR ROOF VENT CA1�C. E�LEV.'U' 1/300 RATIO 1/150 RATIO AT HIGH & AT HIGH & Name Area LOW LOW AREA 1 1955 SF 469.28 in 938.56 int TO THE REAR OF THE MAIN RIDGE. ROOF VENT CA1�C. E�LEV.'U' 1/300 RATIO 1/150 RATIO AT HIGH & AT HIGH & Name Area LOW LOW AREA 1 1955 SF 469.28 in 938.56 int W w J LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. Ct)� DUPLEX OUTLET � I. w >- Wo CHIMES /J � CEILING FAN (PROVIDE ADEQUATE SUPPORT) Cl7 PUSHBUTTON SWITCH wrrcPi WEATHERPROOF GFI DUPLEX OUTLET U W 11 RD SMOKE DETECTOR so HARDWIRED AND INTER- CONNECTED W/ BATTERY BACK-UP � r z �-p cP, GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET/ RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF Q HALF -SWITCHED DUPLEX OUTLET GASS SUPPLY WITH VALVE p 10 Il"� 220 VOLT OUTLET ® EXHAUST FAN (VENT TO EXTERIOR) z o EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) THERMOSTAT w {-LOSE BIBB w < �U ; U) LU w Z �� THREE-WAY SWITCH � m w -�I LL w a:E — TECH HUB SYSTEM w W w °Q v L W LE Ofr U Y W It X_ H LL X; U_ <L LL Y G O � < 0 Q 0 <Y O `0 z_ W T Q X CD � � J w s fE Ur C5 q �U r, W U W IL LU U Q 0 LLQ. cD STANDARD ELECTRICAL_ BOX HEIGHTS 30" HIGH VANITY CABINET T io SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS SWITCH AND RECEPTACLE BOXES OVER KITCHEN CABINETS WP/GFI AT A/C COND. A/C DISCO SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. �-� DUPLEX OUTLET � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES /J � CEILING FAN (PROVIDE ADEQUATE SUPPORT) Cl7 PUSHBUTTON SWITCH wrrcPi WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 11 RD SMOKE DETECTOR so HARDWIRED AND INTER- CONNECTED W/ BATTERY BACK-UP � r �� CEILING FAN WITH INCANDESCENT (PROVIDELIGHT IA DEQUATE SUPPORT) �-p cP, GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET/ RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET GASS SUPPLY WITH VALVE p 10 Il"� 220 VOLT OUTLET ® EXHAUST FAN (VENT TO EXTERIOR) Q REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) THERMOSTAT }� {-LOSE BIBB P" TELEPHONE WALL SWITCH v TELEVISION 1/4" WATER STUB OUT ELECTRIC METER THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC PANEL -�I WALL SCONCE f a FOUR-WAY SWITCH TECH HUB SYSTEM m6 DISCONNECT SWITCH UTILITY PLAN FIRST FLOORU 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT W w 0 z ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION T__ LAST SAVED BY: SHEET NO: CONNECTION 5PEGIFIO/�TION5 (71'F. U.N.O.) 40 MPH Wind Zone Ex o5ure G DESCRIPTION OF BLDG, ELEMENT 3"x0.131° NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'G. (3) NAILS ® 4" O.G. (3) NAILS ® 4" 0.6. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAIL5" TOP OR 50LE PLATE TO STUD 2) NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.c.* BLK'G. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS" DOUBLE STUD NAILS o 24" o.G. NAILS © 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.G. NAILS ® 16" o.(,. DOUBLE TOP PLATE LAP SPLICE (q) NAILS IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2,2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Window � Door U timate Wind Pre55ure5 40 MPH Wind Zone Ex o5ure G SYMBOL SPECIFICATION OPENING 51ZE INTERIOR ZONES END ZONES 51MPSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG66133 ALTERNATE) 8' Garage Door +41.q P5F/-41.3 PSF +41.q P5F/-41.3 P5F 16Garage Door +40.1 P5F/-44.6 PSF +40.1 P5F/-44.6 PSF 10 SOFT. +48.0 P5F/-52.0 FSF +48.0 P5F/-64.2 P5F 20 SOFT. +45.8 P5F/-4q.q P5F +450 P5F/-5q.8 P5F 50 SOFT. +43.0 P5F/-41.1 PSF +43.0 P5F/-54.1 PSF 100 SOFT. +40.8 P5F/-44.q P5F +40.8 P5F/-4q.q P5F 500 SOFT. +35.8 P5F/-3q.8 P5F +35.8 P5F/-3q.8 P5F (DEnd Zone 15 defined o5 the Smaller of 10% of Ieo5t horiz. dim, or 40% of mean roof height, but not le55 than 4% of least horiz. dim. or 3 ft. NOTE: Pre55ure5 charted here are ultimate pre55ure5 and are permitted to be reduced per A5GE 1-10 Section 2.4.1 to get an equivalent allowable load pre55ure. Multiply ultimate pre55ure5 by a factor of 0.6 to obtain allowable pre55ure5. AR'3I ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7/16" MIN. OSB/PLYWOOD 5HEATHING 24/6, EXPOSURE I, FASTEN SHEATHING TO ROOF MEMBERS w/ 2Y2"x0.131" NAILS @ 6" G.G. o PANEL EDGES 4 ® 12" O.G. IN FIELD (2 %)"x0,113 RING 5HANK NAILS MAY BE USED IN LIEU OF 2 Y2"x0.131" NAILS). PROVIDE "H" 5TYLE CLIPS ALONG UNSUPPORTED EDGES. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES w/ 2Y2"x0.131 NAILS 9 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DI5TANGE FROM ROOF EDGES, RID6E5, VALLEY5, 4 HIPS, PROVIDE BLOGKING ALONG PANEL EDGE5 4 FASTEN w/ 2Y2"x0.131" NAILS © 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW w/ U5P MTWI2 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ROOF TRU55 51 -IOP DWGS. SHALL BE SUBMITTED 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"x0.131" NAILS © 16" O.G. LEGEND • ITIT m rr n INTERIOR BEARING WALL e 1--::: _ _ =t BEARING WALL ABOVE • ® - - - BEAM / HEADER • ® - - LOCATION AND EXTENT OF SHEAR WALL EXTENT OF OVERFRAMING INDICATES LOGATION OF REINFORCED CMU GORE NEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. THIS MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 EOR THE FOLLOWIN6 GOMMUNITIE5 ONLY: 40 MPH - EXP. G WH 5PER N6 R D6E 5-1. -JAMES GR055N.C) 5HEARN TR ESTATES WYNDHAM PRESERVE - BF1550N E. ANY GOMMUN I TY NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEERI N6. GENERAL 5TUCTUAL NOT5 • DESIGN 15 BA5ED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOAD5: ROOF LIVE = 20 PSF DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE - 40 P5F (INCLUDING STAIRS) = 30 PSF © SLEEPING AREAS = 50 P5F @ GARAGE DEAD = IO PSF (20 P5F ToTAL © FILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATE(5ORY II 6ENERAL FRAM I N6 • EXTERIOR Woof) STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 @ 16" U.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMDER5 SPACED ® 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REWI8ED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BET"FER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x DEAM5 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS © 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS © 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES c 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (FYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS © 6" O.G. @ EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 5OLI1) BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - 1-b=2325 psi; Fv=310 psi; E=1.55x106 p5l • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x106 psi • FOR 2 4 3 PLY BEAMS OF EGtUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" O/G, USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 5Y2" OR 54" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 %` TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON P64Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRE5ERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LONG TAPGON5 cq 24" O.G. seal: HOLD -DO NN 5GH DUL SYMBOL SPECIFICATION HD-1 51MP5ON HT -r-4 HOLD-DOWN (w/ 5STD16 A.B.) ® HD -2 51MPSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG66133 ALTERNATE) 0 LEGEND • ITIT m rr n INTERIOR BEARING WALL e 1--::: _ _ =t BEARING WALL ABOVE • ® - - - BEAM / HEADER • ® - - LOCATION AND EXTENT OF SHEAR WALL EXTENT OF OVERFRAMING INDICATES LOGATION OF REINFORCED CMU GORE NEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. THIS MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 EOR THE FOLLOWIN6 GOMMUNITIE5 ONLY: 40 MPH - EXP. G WH 5PER N6 R D6E 5-1. -JAMES GR055N.C) 5HEARN TR ESTATES WYNDHAM PRESERVE - BF1550N E. ANY GOMMUN I TY NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEERI N6. GENERAL 5TUCTUAL NOT5 • DESIGN 15 BA5ED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOAD5: ROOF LIVE = 20 PSF DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE - 40 P5F (INCLUDING STAIRS) = 30 PSF © SLEEPING AREAS = 50 P5F @ GARAGE DEAD = IO PSF (20 P5F ToTAL © FILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATE(5ORY II 6ENERAL FRAM I N6 • EXTERIOR Woof) STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 @ 16" U.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMDER5 SPACED ® 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REWI8ED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BET"FER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x DEAM5 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS © 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS © 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES c 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (FYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS © 6" O.G. @ EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 5OLI1) BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - 1-b=2325 psi; Fv=310 psi; E=1.55x106 p5l • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x106 psi • FOR 2 4 3 PLY BEAMS OF EGtUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" O/G, USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 5Y2" OR 54" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 %` TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON P64Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRE5ERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LONG TAPGON5 cq 24" O.G. seal: M&K project number: 181-17011 project mgr: S D 1 drawn by: m i 5 issuedate: 06-22-17 REVISIONS: date: initial: 09-25-17 MK =20 0 0 W 1U �7024 H 0 13 tl TE OF �4; �� � � 1\1 Al �C ,�. ��Q 14 1 © copyright : MULHERN & KULP Structural Engineering, Inc. cn 7- � a) a> a) o m � rn a `w C � N 73 N W *' O ' a. o W CR D CR N� N �' N a IV Ir M&K project number: 181-17011 project mgr: S D 1 drawn by: m i 5 issuedate: 06-22-17 REVISIONS: date: initial: 09-25-17 MK =20 0 0 sheet: , W H 0 d � � J � N U)� O sheet: , It O _I TERMITE PROTECTION - SENTRIGON (AS CH05EN BY BUILDER) I. TERMITE PROTEGTION SHALL BE IN ACCORDANCE WITH THE FBG R31b AND ALL RELATED SUBCATEGORIES. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 50IL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNESS OF 0.010 INCH AND BE SEALED WITHIN THE 5L/ -\b USING A NON-GORRO51VE CLAMPING f)EVIGE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES 51-IALL BE APPLIED INSIDE THE SLEEVE. 3. GONDENSATE LINE, IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DONSPOUTS SHALL D15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHES (152rnm) HORIZONTAL PROJEG-IION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF 5LA OUNDATION PLAN SCALE: I/4"= I' -o" ELEV. 5, T, 4 U OEN RAl 5TRUGTURA� NOTES FOUNPATION • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DESIGNS ARE ALSO ADEG2UATE FOR ALLOWABLE 501L BEARING GAPAGITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL IS PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE51STANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GO,ORD. • GONGRETE DE516N BASED ON AGI 51b. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE STRENGTHS IN 20 DAYS, U.N.O.: F'G = 2,500 psi: ....... FOOTINGS 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 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 FINISH GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR 95% COMPACTED FILL. • PROVIDE GONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 4b BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT 5FIALL BE ASTM 6416 F'G=3000 P51 w/ MAX 3/a" AGGREGATE • CONCRETE= MASONRY UNITS SHALL BE ASTM G90 WITH A MINIMUM GOMPRE551VE STRENGTH OF 1900 P51 (F'M = 1500 PSI). ALL MORTAR 51-IALL BE ASTM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • .r. REINFORCED 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 CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE FIELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF b' -O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES seal: '•r;u (� copyright: MUEfiN ULT' Structural Fuyinccriny, Inc. M&K project number: 181-17011 project mgr: S D I drawn by: mti f S issue date: O &2 2- 17 REVISIONS: date: initial: 09-25-17 MK ii z c 0 N d� 0 a' zao c + E ZD L L 4 U � ` W4� � � � a) �j E .J '+o a m Cq S� �N N a. M&K project number: 181-17011 project mgr: S D I drawn by: mti f S issue date: O &2 2- 17 REVISIONS: date: initial: 09-25-17 MK ii z 0 d� � zao ZD N Q OLLO� J � 0 sheet: RIGHT HAND START ' U) 9 d - I i w I IMI 11-o11 8'-4" , _ 12'-8" ME Iq'_0" ` 22-8" an 2q1-01' 1 0 I m <r- Lf� 1 MA50NRY LINTEL A55EMBL I E5 5FF 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT GROAT W11'0M REINF. ;..... A......: PREGA5T LINTEL w/ PREGA5r LINTEL W EMBEDDED REINF. EMBEDDED REINF. " MB -I MB -2 m� m� TOP REINF. TOP REINF. VERTICAL 5HEAR TIES n m GROUT w v GROUT ® BOTTOM REINF. ®® BOTTOM REINF. PRE6A5T LINTEL H/ PRECA5T LINTEL. w/ EMBEDDED REINF. � �_ I I EMBEDDED REINF. THI5 A55EM13LY REQ. SHEAR REINFORGEMENr MB -3/ MB -3R MB -4/ MB -4A TIE5. 5EE 50HEDULE. MB 6. LINTEL5: LINTEL5 DE516NATED WITH AN M13—W46. 5HALL 13E GONSTRUGTFD THE SAME A5 MB -3/4 EXCEPT' 111E DEPTH WU. BE MODIFIED FROM 1'4" TO 1'-2" BT FIELD GUTTING THE TOP OF ITE PREGA5T LINTEL DOWN 2". ALL OTHER 5PEGIFIGATION5 5HALL REMAIN THE 5AME. 00NP BEAM REINF 5HALL. RUN CONT THRU TOP LINTEL GOUR5U. TERMITE PROTECTION - SENTRIGON (A5 CHOSEN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED SUBCATEGORIES. 2. PROTEGTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51116 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM RISERS FOR 5PRAY HEADS, AND ROOF DOWNSPOUT5 5HALL DISGHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL 13IIILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL. STRUCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DE516115 ARE ALSO ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA5ONRY FOUNDATION 5HALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN GONTAGT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIERS TO GOORD. • CONGRETE DE516N BA5ED ON AGI 318. GONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENG"1 15 IN 28 DAY5, U.N.O.: F'G = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR & EXTERIOR) Fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE 5HALL BEAR ON VIRGIN SOIL OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB EDGES, AND OTHER LOGATION5 WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • H00K5 5HALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G4-16 F'G=3000 PSI N/ MAX 3/13" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM COMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR .5HALL BE A5TM G210, TYPE 5. GMU DE516N BASE[) ON AGI 530/530.1 + REINFORCED GMU GORES (AS INDICATED ON PLAN) 5HALL ED BE REINFORGED N/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. + GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE FIELD IN PLACE AT THE TOP AND BOTTOM, 511ALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 51-IALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: E r43 .,. Epif ✓n24 b. if -0 r ld: © copyriijbijdMlrunHERNSKUI�., Stctural Eriglneenny, Inc. M&K project number: 181-17011 project mgr; S D 1 drawn by: M J S issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK I h! �- z O z F 0, O U Q C? o �; z CD CD I -Q) MB -3 »:> o O . ::i i % a; :?tl: > :?iii: ❑ ❑ ::i:s.:..::.............................'•i :'s;: t;i;...: :: ii? i ss:ss i';:; i; :: z: i • ` i i:::.... ❑ ❑�/�\�jT� '. 'fir, 16'-O'1X1I—o11 1-+ 6ARA6E I DOOR START 81_411 I 10'-4" 211-011 LOCK PLAN SGAL.�: 1/411-11_01' �LEV. 5 � U REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES � 5GHEDULE5 sheet: RIGHT HAND C: N N N o C C C: (D pU Q LO `- c3 m W -C :E LID . +." o, o roaq �ro �� C:)a M&K project number: 181-17011 project mgr; S D 1 drawn by: M J S issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK I h! �- z O z F 0, O U Q C? o �; z CD CD I -Q) MB -3 »:> o O . ::i i % a; :?tl: > :?iii: ❑ ❑ ::i:s.:..::.............................'•i :'s;: t;i;...: :: ii? i ss:ss i';:; i; :: z: i • ` i i:::.... ❑ ❑�/�\�jT� '. 'fir, 16'-O'1X1I—o11 1-+ 6ARA6E I DOOR START 81_411 I 10'-4" 211-011 LOCK PLAN SGAL.�: 1/411-11_01' �LEV. 5 � U REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES � 5GHEDULE5 sheet: RIGHT HAND (1) #5 FROM FTG. TO R4.1 FI -FOIL OR 8" GMU BLOCK — EQUAL OVER 3/4" 8" GMU BLOCK FURR 5TRIP5 GROUT CELL SOLID C zFz 3 Y2" GONG. SLAB w/ R4.1 FI -FOIL OR WWF OR FIBERME5H (1) #5 FROM FTG. TO — REINF. OVER 6 MIL. EQUAL OVER 3/4'i BOND BEAM. SPLICE GRADE 711-11 I=I I I III—III=III- (1) 45 FROM FTG. TO FURR 5TRIP5 : —111-111 I—III—III- TO BE MIN. 30" C N � BOND BEAM. SPLICEGROUT Q" CELL SOLID — TO BE MIN. 30" . ,TA 3Yz" GONG, SLAB SLEEVE TO BE 181-17011 TWICE THE GROUr CELL SOLID WWF OR FIBERME511H m i s PROTECTED PIPE REVISIONS: REINF. OVER 6 MIL. initial: 09-25-17 MK c� VAPOR BARRIERMATCH GMU PER 4 z �' '� '' `.I I ITI I III—I I �� x GRADE I—I I—III—TI _ _ ° _ Q Q _GRADE I I ISI I I=1 11=111= a�. I—I 1 I—I I I-1 11=1 ty I -11—I I I—I I MI 111-1 I F9 I I < ... ' .' I 1=1 11- °• 111--111—III Q d° ;11 -III—I I I=' GLEANS "—I I 1—III,,-1 11- MONOLITHIC COMPACTED FILLFOUNDATION W/ o q5% STANDARD Ii -ou _ (2) #5 HORIZ. DENSITY MIN. GONT. ON GHAIR5 0" MIN. COVER) WHERE 2ND 5TORY OGGUR5 FTG. 5HALI_ BE 1'-4" WIDE w/ (2) #5 BAR5 FOOTING SECTION IN/ BLOCK DETAIL SCALE: NTS NON -LOAD BRC, WALL 6ARA&E rINTERIOR ®EESET E®®TINCS NONBEARING DETAIL SCALE: NT5 3/4" RECESS o SLIDING GLA55 DR. SILL FORME SLOPE 51LL FORMED ON 51TE m u� EXP JOINT r: E d,° a ° 4 e 4 d e°4 ' 3Y2" GONG. SLAB (2500 P.5.1.) W/ 6x6 10/10 W.W.M. AND 6 MIL, VAPOR BARRIER EXTERIOR ®UT5INING I$ 56D POURED 5ILL5 DETAIL SCALE: NTS GLEANS I =1I Imo''' '----MONOLITHIC, COMPACTED FILL I' o FOUNDATION W/ o q5% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS WHERE 2ND STORY 0" MIN. DOVER) OGCUR5 FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 GUR5 DETAILG R GE FILLED GELL5 (5EE PLAN) 4" GARAGE "'`:a»> TOP VIDS @ G®RNER GARAGE WALL �If 3Y2" GONG. SLAB m `"' � II=111=111=1II 20"x8" THICKENED EDGE W/ (2) #5 CONT. SCALE: NTS 8" GMU BLOCK (1) #5 FROM FTG. TO R4.1 FI -FOIL OR BOND BEAM. SPLICE EQUAL OVER 3/4" TO BE MIN. 25" FURR 5TRIP5 GROUT CELL SOLID C zFz 3 Y2" GONG. SLAB w/ W WWF OR FIBERME5H `- W� REINF. OVER 6 MIL. VAPOR BARRIER 4. °. d .a 4.. _III-1°—III=1 GRADE 711-11 I=I I I III—III=III- =1 I ° ° =1 I I-1 111111--1111— .� ° 111—I —1 �; II—III : —111-111 I—III—III- _ �IIIII�11- C N � `? I I—III—III- 4 Q" ' 4 — - F. _ ' _* —III _i— AIG GHA5E PVG _ SLEEVE TO BE 181-17011 TWICE THE S p I —I 11, ,III- DIAMETER OF m i s PROTECTED PIPE GHA5E DETAIL ® SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x'5 o I6" O.G. STUD PLATE TIES o STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/Y4"x5" LONG TAPGONS o 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLE55 NOTED PT. BOT. PLT. OTHERWISE ON PLANS) LK ° 14 1. 11=1 I I i— �ii �n \_(2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. GOVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE w/ (3) #5 BAR5 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS NT. 5E�AR NCS NALL E®®TINCS �7ET�11L 8"x8" THIGKENED SLAB W/ (1) 15 DONT. SCALE: NTS THIGKENED E51GE DETAIL SCALE: NTS PROVIDE 30" 8" GMU BLOCK MIN. LAP SPLICE (U #5 VERT. IN 3Yz" GONG. SLAB W GROUTED CELL, FULL WWF OR FIBERME5H Hr. (SEE PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER 4 4 ° d I-111- -- — III - BREAK FACE SHELL TO ALLOW d FOR SLAB GRADE ° J ---_ `—GROUT SOLID —'_rF Irr. I I I BELOW SLAB DOWN 1— TO FOOTING ° (1) #5 DOWEL W/ 6" 4: a, 12"xI6' CONT. CONT. HOOK (5EE PLANSFTG. W/ (2) #5 HORIZ. FOR LOCATION) ° - d4 '° ° GONT. ON 6HAIR5 ("3" 4 i MIN. COVER) II� �. � � .ii L I� ! • • x • - • Yz" GYP. BD. EA. SIDE INTERIOR OF 2x4'5 0 16" O.G. �pf�pLi FASTEN W/Y#"x5" LONG TAPGON5 o 2'-8" O.G. AND 12" MAX FROM 21/411 END OF WALL (UNLESS NOTED � 1 1/211 OTHERN15E ON PLAN5) LU STUD PLATE TIES o STUD } PT BOT, PLT. I TOP 4 BOT. (IF NOTED ON PLANS) 717 d.. U 4. (2) #5 HORIZ. lo" I lo" GCINT. ON GHAIR5 (3" MIN. GOVER) UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, FTG. ARE NOT REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERN15E ON PLANS ®EESET E®®TINC-7 SEARING DETAIL SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" FURR 5TRIP5 MTL. THRESHOLD 3Yz" GONG. SLAB w/ SET IN SEALANT WWF OR FIBERME5H REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (5EE PLAN5) a .4 111—III=III—III— _ I I =111—III 1 1-111—_ . 111—I 1 I-111-1 �— I_111=111.I- -11 I—I I I—III— 1 111-1 11=1 I I 1=1 11-1 1I - GLEAN GOMPAGTEDI1=1 11=1 I I— —111 _ FILL o q5% STANDARD 11 F— i 111=1 I _-- DEN5ITY AND TERMITE 1 I II I I— — I— I -__1111 i - MONOLITHIC TREATED I—II 111 I III -1111 II I- FOUNDATION W 1— (2) #5 HORIZ. CONT. ON 6HAIR5 MIN. 0" MIN. GOVER) Wf IERE 2ND STORY OGGUR5 FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY D®®R DETAIL SCALE: NTS 6" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT CELL 5OLI1) PORCH SLAB — (SEE PLAN) .4 II i —i EXP JOIN r — R4.1 FI -FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 3 Y2" GONG. 5LAB w/ WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER 4 111-111 —111—III=111-111-- • tla __III_111__111_1 I ,— 111-1I I-111 ; 1' 4° •'., ' ': 1 I IiI I I I IiI 111 i i I MONOLITHIC =111_ GLEAN I l—III-1 I I_ I FOUNDATION W/ COMPACTED FILL(2) #5 HORIZ. o 615% STANDARD I'—O" CONT. ON GHAIR5 DENSITY MIN. (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 1 XTRI®RLL ®P®RDH SLS �ET,�II� SCALE: NTS Seal: ;]4131gIJY9 s� 1 ®% Sl >, } -r tT '• „ J�- s 1 -A -f E OF 4 � R 1113.11111111 U copyright: MULHEiN & KULP Structural Engineering, Inc. c NCD 0 C zFz 4. W `- W� cn v '+1 C: aD r- o m v C N � a Q" Q M&K project number: o 181-17011 project mgr; S p I drawn by: m i s issue date: 06-22 17 REVISIONS: date: initial: 09-25-17 MK W 02 0 Q" Q o LL 0 sheet: (4)3 Y2"x0.131" 1 VALLEY SET OVERFRAMING FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MP5( CLIP r.. irrrrAAAIAI,' GOOF 5HEATHIN6 2 Y2"x0.131" NAILS @ 6" O.G. 'EDGE NAIL) 2 Y2"x0.131" NAILS @ 12" O.G. MAIN ROOF SHEATHING <� FASTEN ROOF SHEATHING TO FASCIA WITH 2 Y2'x0.131" NAILS @ 6" t id ua in 2x FASCIA -5EE ARCH 8" GMU BONI W/ (1) #5 GOt 8" REINF. GN -SEE PLAN T 4 HORZ. RElt TYP I GAL OVERRAM I NG CONNECTION DETAIL SCALE: N.T.S. 2x8xl2" P.T. CENTER BUCK OF OPENING Y2" DIA. J -BOLT" (SEE DELON) 2X4 P.T. TOP BUGK MAIN ROOF TRU555 2X8 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5)Y2" DIA. J -BOLT* W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1) Y2" x THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPAGED APPROXIMATELY 24" O.G.) * PROVIDE Y2" DIA. x (9 Y2" LONG 51MPSON TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION (5ARAGE DOOR BUCK DETAIL SCALE: NTS PROVIDE SOLID SHIM BETW'N TRU55 i CONNECTOR IF TRU55 LOCATED LE55 THAN I i'a" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SECTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (SIMPSON T55 OR 51M.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 GATS @ I6"o.c. FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. GABLE END VERTICAL WEB REINFORGING AS REOURIED BY TRU55 MANUF. 51MP50N HGAMIOKTA CLIP @ 36"O.G. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"x0.131" NAILS PROVIDE MOISTURE a BARRIER PLATE BELOW WOOD MEMBERS ON GMU (SIMF50N T55 OR SIM.) 8 GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS ALL LAPS IN MASONRY 25" RUNNING BAR #5 CORNER BAR GROUTED CELL TYF. CORNER VERT. NALL EINI ORCIN6 DETAIL SCALE: NTS �= BOND -BEAM �__—GONTIN. PREGA5T HEADER�� 8" GMU PIER ENTIRE COLUMN To BE GROUT FILLED GA5T-CRETE GA5T-GRETE WINDOW 51LL, WINDOW SILL, OR E0,UIV. OR EGUIV. DOUBLE KNDO0 S QI5 NRY PIER DETAIL : ►� FASTEN SHEATHING TO 2x4 2x4 BLOGKING w/ BLOGKING w/ 2Y2"x0.131" (3)3Y4"x0.131" NAILS © 4"O.G. TOENAILS EACH END i� Xx�Yx 2'-0" MIN I ROOF SHT6 i i (4) 3 Y4"x0.131" SHALL BE I NAILS CONT. 24" MIN ONTO. ROOF h 2x4 BRACE w/2x4 T -BRAGS, SPACED @ 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 5)/4"x0.151" NAILS @ 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM �ECT10N L PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORD5 FASTEN DRYWALL TO BLOGKING w/ 5GREW5 /NAIL5 @ 6" O.G. BY WINDOW/DOOR MANUFACTURER NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wf,"x4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REGUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 SPECS. X 00 r� 1101< DET, I L _ SCALE: ►� ROOF TRUSSES -SEE PLAN — 8" GMU BOND BEAM w/ (1) #5 BARS CONT. 8" REINF, GMU WALL - -SEE PLAN FOR VERT. i HORZ. REINF. SPECS RETROFIT DETAIL SCALE. 3/4"=I' -o" U.G. 5IMP50N HGAMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM g5EGTION 6® SCALE: 8/4"=1'-G° SEE DETAIL 56 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 1-0 GMU W 51MP50N HTSM16 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2J/4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (51MPSON TS5 OR SIM) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 © EVERY OTHER BAY FASTENED -1-0 GMU W (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN BLOGKING TO ROOF TRUSSES N/ (2) .3 Y4"x0.131" NAILS EA. END. (1) #5 IN BOND BEAM f- I (1) #5 BAR IN PRECAST LINTEL (2) #5'5 VERTICAL IN GROUT FILLED tY- CELL. IN WALL5 GREATER THAN 30" > WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REO'D PER PLAN) ENTIRE COLUMN TO 1 BE GROUT FILLED Nis PROVIDE # OF DOWELS @ 5LAB TO FIN' FL. MATCH VERT. BAR5 w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES GARAGE DOOR J VEST. RII N�O�G I NG �ET� I L SGAL�: PttS NOTES: 1 I. UTILIZE 2 -PART EPDXY OR OTHER iu ENGINEER APPROVED EWAL (I.E. CONNECTOR SPEGIFIGA'f SEE TYP, FOUNDATION 51MP50N ET EPDXY). 2x6 GEILING BLOGKING @ 4811O.G. DETAILS FOR ADDITIONAL 2. PROVIDE V4" DIA HOLE FOR DOWEL, FASTEN GYP5UM CEILING TO INFORMATION NOT 5HOWN BLOW OR BRU5H GLEAN. BLOGKING H/ 2Y2"x0.131" NAILS/ HERE 5. FOLLOW MANUF. INSTALLATION DRYWALL 5GREW5 @ 4"O.G. AND IN51 RUGTION5. FASTEN BLOCKING INTO TOP �- FUTURE 6" PLATE OF WALL w/ (U Y4"0 Y2° 0. o m m GMU BLOCK LONG TAPGUN SCREW @ 6"O.G•— #5 VERT. BAR TO BE SEE PLAN FOR VERT. LLM LOGATEU PER PLAN URILL 6" INTO EX15VO IN GROUTED CELL 5LAB, EPDXY 4 DRIVE I #5 DOWEL, PROVIDE i = MIN. 30" LAP 5PLIGE I m A I 1 I z �.. �'"_-III-III III -III -I GpAUE - 1-1II-II1=1I1=1II" - I I -III -III -III- =1 � IEJ 1-ISI=1 � 1 .. '. �-I I I -I I I-1 11- -111-I I 1=1 11- = III-III=III I -III -III- .-I 11-1 11- 5GALENTS, SIM. ® GMU STEM FOR DROPPIEP, OWE PROVIDE 50LID SHIM BETW'N TRUSS 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 IS GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR 1 SCHEDULE ON PLANS FOR iu 6 C77 CONNECTOR SPEGIFIGA'f a 2x6 GEILING BLOGKING @ 4811O.G. r ROOF TRU55 PERPENDIGULAR FASTEN GYP5UM CEILING TO TO WALL BLOGKING H/ 2Y2"x0.131" NAILS/ 8" GMU BOND BEAM DRYWALL 5GREW5 @ 4"O.G. AND W/ (1) #5 CONT. FASTEN BLOCKING INTO TOP �- PLATE OF WALL w/ (U Y4"0 Y2° 0. o m m xx 8" REINF. GMU WALL LONG TAPGUN SCREW @ 6"O.G•— SEE PLAN FOR VERT. LLM 4 HORZ. REINF. SPECS VERT WALL REINF. TO EXTEND INTO BONG BEAM -' SECTION HIP O.T. C A="rC"' n^ 5HT6. TO "x0.131" ROOF TRUSSES SEE PLAN — UPLIFT CONNECTOR -SEE PLAN — HIP JACK TRU55E5 \-FASTEN BOTTOM CHORD OF 71 G.T. TO TOP OF WALL w/ 8" GMU BOND BEAM w/ 51MP5011 HGAMIOKTA CLIP (1) #5 BARS CONT. @ 48"O.G. 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ, REINF. SPECS LETTERED DETAILS ARE TVI GAL FOR THIS NOME $ SHALL BE IMPLEMENTED IN ,ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN SPEG I F I L AND ARE ONLY REOU I RED WHERE SPEC I F I GALLY I ND I GIFTED ON THE PLANS. seal: `v r`# 77 024 uJ ',o �; JAFE OF L a�a�0�� U copyright: MULHER4 &VIJ PP Structural Engineering, Inc. rn c 7 N iu 6 C77 c � a Z uj hU Lt� — _a ul �- c 0. o m m N co C) N N Q. LLM v! r—w uj J O LLM sheet;