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HomeMy WebLinkAbout2545 El Capitan Dr #17-889- New SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100001 BUILDING APPLICA'T'ION #: 17-100007.99 BUILDING PERMIT NUMBER: 17-10000199 DATE: April 05, 2017 UNIT ADDRESS: EL CAPITAN DR 2545 Q1 -20-30-504-25Q0-0250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: 1.000 SUBDIVISION: unit TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: Sin 1e Family Housing .00 ADDRESS: dwl unit APPLICANT NAME: ROBIN HICKMON ADDRESS: 823 OLD ENGLAND LP SANFORD FL 32771 LAND USE: SINGLE FAMILY DETACHED TYPE USE: SinccJle Family Housing 54.00 WORK DESCRIPTION: CITY-SANFORD dwl unit SPECIAL NOTES: 2545 EL CAPITAN DR / LOT 25 SINGLE 1.000 FAMILY DETACHED / DREAMWOLD unit -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE -------------------------------------------------------------------------------- UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS N/A Sin 1e Family Housing .00 1.000 dwl unit FIRE RESCUE N/A LIBRARY CO -WIDE ORD SinccJle Family Housing 54.00 1.000 dwl unit SCFi00LS CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit PASingle LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE S'T'ATEMENT ��= �✓ RECEIVED B C °� &) SIGNATURE: (PLEASE PRINT NAME) DATE: J NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. k** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT 705.00 .00 .00 54.00 5,000.00 .00 .00 .00 5,`/59.00 *kNOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDI&C PERMIT. PE4SONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, Olt OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNA`T`URE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST.. CAISL 407-665-7356. KLP SDS DESIGN SERVICES Tim Perry 235 S. Maitland Avenue, Suite 216 Maitland, Florida 32751 Phone: 407-947-7549 CEG, Civil Engineering Group, Inc. Eduardo Avellaneda 2480 E. Michigan Street Orlando, Florida 32806 Registration # 40040 COA #27213 ROBIN H CKMAN RES DENCE REFERENCED BUILDING CODES: 2014 FLORIDA BUILDING CODE 5th EDITION, RESIDENTIAL 2014 FLORIDA BUILDING CODE 5th EDITION, BUILDING 2014 FLORIDA BUILDING CODE 5th EDITION, PLUMBING 2014 FLORIDA BUILDING CODE 5th EDITION, MECHANICAL 2014 FLORIDA BUILDING CODE 5th EDITION, ENERGY CONSERVATION NATIONAL ELECTRICAL CODE 2011 DESIGN REQUIREMENTS:_ A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL PER ASCE 7-10 1. NOMINAL WIND SPEED 108 MPH/ -ULTIMATE WIND SPEED 140 MPH 2. CONSTRUCTION TYPE IIB PROTECTED 3. WIND EXPOSURE -CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2014 i\lG. D z c Ok_to construct new single family structure as shown on plan. Meets area and dimension regulations for the SR -1 zoning district. Per Schedule J. at least one (1) tree shall be located in the front yard. 0 • ����DInlG 5 AIF ORD ')FPAVA KL S I . S K4P SDS DESIGN SERVICES 235 S 90 MU ABUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 Uj 0 Z W 0 U) Z Z M 0 Civil Engineering Group, Inc. AV1~ de E °t\j� . d� DrS, OCG N1ED*Ael .E. R A 248 ®,�..''� hhl ° E E T ORLFi�R�F a ,�°�6 Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN N.T.S. REVISIONS RECORD COPY REVIEWED FOR CODE COMPLIANCE Sr PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUEDSFt:ty i'i RIJED TO BE A LICENSE TO PROCEED WITH THF WORK AND NOT AS INDEX OF D R A W N G S. AUTHORITY TO ml.ATE, CANCEL, ALTER OR SET ASIDENY op rHF PHOVISINS OF THE TCHNICAL CODESANOR SHALL ISSUANCE OF PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER CS COVER SHEET REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE A 0 FOUNDATION PLAN A 1 FLOOR PLAN A '2 -ELEVATIONS COMPACTION TEST EQUIIZED A. 3, ELEVATIONS Results to be Verified at Slab Inspection E 1 ELECTRICAL & LINTEL PLAN D. 1 DETAILS D 2 DETAILS M 1 MECHANICALS P LAN S 1 STRUCTURAL PLAN • ����DInlG 5 AIF ORD ')FPAVA KL S I . S K4P SDS DESIGN SERVICES 235 S 90 MU ABUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 Uj 0 Z W 0 U) Z Z M 0 Civil Engineering Group, Inc. AV1~ de E °t\j� . d� DrS, OCG N1ED*Ael .E. R A 248 ®,�..''� hhl ° E E T ORLFi�R�F a ,�°�6 COVER SHEET Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN N.T.S. REVISIONS COVER SHEET 4" CONC. SLAB W FIBERMESH OR W/6x6 10/10 OVER 6M VISQ. :� �. 1 o- 4 "t I P, lie I `CLEAN, COMP., TERMITE TREATED FILL (1) #5- ROD CONT. OFFSET THICKENED EDGE DETAIL SCALE: ["=1'-0" A 4" CONC. SLAB W/ FIBERMESH (OR W/6x6 10/10) FINISH GRADE = OVER 6M VISQ. Illllll. 44. A" •4 A z I I (I �° �� a• a I I I _I N I °4.� 16" X 16" CURB7-7 16" �- CLEAR, COMP,, FOOTING W/ (2) I I I I I TERMITE TREATED RODS CONT. -III I I I LL GARAGE CURB DETAIL SCALE: ["=1'-0" A WALL BEYOND 4" CONC. SLAB W/ FIBERMESH (OR W/ 6x6 10/10 W.W.F.) OVER 6MILL VAPOR BARRIER DRIVEWAY SLAB NOTE: RECESS FOR GARAGE DOOR d A4 e 8"X8" THICKENEDI ,8 I CLEAN COMPACTED liltEDGE W/ (1) #5N CONT. III TERMITE TREATED FILL FOOTING @ GARAGE DOOR n SCALE: ["=1'-0" `� FOUNDATION/MASONRY NOTES CONTRACTOR TO VERIFY THAT ALL FOOTINGS REQUIRED BY TRUSS MANUFACTURER OR STRUCTURAL FRAMING ARE REFLECTED ON FOUNDATION PLAN PRIOR TO CONSTRUCTION. 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318. 3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE 4. 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH OR 6X6 10/10 WWM OVER EMIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM 12" BELOW FINISH GRADE 6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN ON PLANS, LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE FOOTING. 7. 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX. ' 2. IF STEM WALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX AND 1 #5 HORIZONTAL @ 24" O.C. IN U -BLOCK IF STEMWALL EXCEEDS 72" CONSULT WITH ENGINEER OF RECORD 8. TYPICAL- FILLED CELL WITH 1#5 6' O.C. MAX. AND AT EACH SIDE OF AN OPENING 9. EXTENDED FOOTING 4" FOR 4" BRICK/STONE VENEER ADD CORRUGATED (GALV.) WALLTIES. 32" O.C. HORIZONTAL SPACING 18" U.C. VERTICAL SPACING 10. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY 11. IF FILLED CELL WITH 1#5 IS MISSED RETRO 1#5 IN SLAB/FOOTING WITH 6" EPDXY EMBEDMENT MIN 25" LAP 12. IF J -BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR 13. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP 14. ANY CMU WALL ABOVE '12'-0" MUST HAVE ADDITIONAL CONT. BOND BEAM MAX 10" FROM FINISHED FLOOR 15. NO WOOD GRADE STAKES ALLOWED SLAB SLOPES AWAY " CONC. SLAB W/ FIBER - FROM HOUSE � MESH (OR W6x6 10/10) OVER 6M VISQ. FIN. GRADE 4 ;', 00 ,- CLEAN, COMP., TERMITE (1) #5- ROD CONT. TREATED FILL PATIO THICKENED EDGE SCALE: ["=1'-0" 4" CONC. SLAB W FIBERMESH (OR W/6x6 10/10 OVER 6M VISQ, 0'-0 FIN. FL. w G . 00 FINISH GRAD , III Q N ° c '4 ------A/C CHASE TYP. 16" X 20" MONO. „ 6' P.V.C. FOOTER W/ (2) #5N 16 THRU STEM WALL RODS CONT. OR MONOLITHIC FTG. 44 4,x-(2) #5N RODS, a ' 4 - (2) #5- RODS a Cz MIN 25" LAP P.V.C. A/C CHASE MIN. 3" CLR. THRU MONOLITHIC FTG. CHASE TH R U FOOTING rr� SCALE: ["=1'-0" A SLABCW/ 6x6, 8"x16" CONC. BLOCK 10/110 W.W.M. ASSUMED GRADE OR FIBERMESH ,.� y-- 8" M I N #5 DOWEL W/ LAP 25" MIN.LAP 2 #5 BARS MIN 25" L =_ 6 MIL VAPOR ';-L7-4 `1��'I IN BARRIER I I -r (- CLEAN, COMPACTS =III=III=I TERMITE TREATED - - FILL _' 16"- 1 2SINGLE STORY BLOCK FOOTING DETAIL 16" X 20" DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF, B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3, WIND EXPOSURE - CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0,18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2014 5TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS 14'-7 1/2" 1'-•7 1/2" 5'-8 1/2" 51' FOUNDATION PLAN 1/4"=1'-0" 15'-8" 6' 9 CONCRETE SPECS SLAB- 2500 P.S.I. IN 28 DAYS FOOTERS- 2500 P.S.I. IN 28 DAYS LINTELS- 30.00 P.S.I. IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 DAYS - INTERIOR BEARING WALL e - DENOTES #5 ROD IN FILLED CELL 39' A 18'-f PLUMBING NOTES 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL CODES 2: COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 3. PROVIDE A MINIMUN PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2" TO BE 1/4" FALL. 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5, PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS• 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. 10.WATER HAMMER ARRESTORS REQUIRED WHERE QUICK CLOSING VALVES ARE UTILIZED. (WASHING MASHINES, DISWASHER, ICEMAKER) 51' s D P s KLP SDS,DESIGN SERVICES 235 S MNiIAHU ABU[, SURE M MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 10 Civil Engineering Group, Inc. 0 AV r� // J.-. 4,/ day J EDSO� L,�N1E.E. R T; A � �� 246 F+1,3 EET ORLgsai<�!! 6 FOUNDATION PLAN Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN REVISIONS FOUNDATION PLAN LEGEND 9 - #5 - ROD IN FILLED CELL - 2x4 FRAME WALL - 8" C.M.U. WALL - INTERIOR BEARING WALL - DENOTES 8'-1" PLT. HEIGHT - DENOTES 8'-8" PLT. HEIGHT - DENOTES 9'-4" PLT. HEIGHT Tr - DENOTES 10'-0" PLT. HEIGHT - DENOTES OTHER PLT. I -IT. SEE EL EV. & FLOOR PLAN FOR PLT. HT. - INTERIOR 2x4 WALL W/ HEIGHT NOTED ON FLOOR PLAN - PLANT SHELF 0 8'-4" (UNLESS OTHERWISE NOTED) CP_-L_�V_IN_YL - CARPET TO VINYL TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 24" O.C. EXCEPT NOTED WET WALLS. 2. ALL ROUGH OPENING WINDOW SIZES MUST BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2014/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2014 RESIDENTIAL 5TH EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2014/140 M P H EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) QEXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE OWITH ANSI/DASMA 108 OR TAS202. FBCR 2014 5TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF 1 49'-6' 51' 1 39' 14'_4» 9' 20 12'-4" V W PATIO O w 12'-4" x 10'-0" 10' s PAVERS 18 8' � M. BEDRM - 6'-2» 6'-2 -- ' 12'-8" 14'-4" x 12'-0" O 2 -PLY 8'-1" FLAT ll GIRDER ABOVE A SH -35 ® CARPET 5-0 X 6-8 SG » Q � 7 ' N 6'-5" 4 2'-11" ' ■ 2868 LIVING RM DINING RM 2468 (5) LUES 1 ROD & S LF 10' 10'-0" x 12'-•0" 3'-3 1 /2"� we ' i3' -s" x 1T-7" VOL a' -o" 2068 VOL 8'-0" TILE V) CD » �Q TILE 1 4 2,- 8 /2» 8 Y 17- �' 12'-5 1/2' " ' 16'-10„ 2�-8 6'- �C4 5- I o 3-/ 4 Z OPT. rte+ 6' UHU08W W. 1, C. N 1 ■ IRR. 0 42" HIG 3,-7» COUNTER ° 0 />RNO. O O 8 j 11 W/HOOD 1 "SLa 1 yo" S-3 1/2",- 2'-7» » O c D 6 -8 1.0 ■ 0. °16' 11 1/2» 5'-2 1/4" KITCHEN BEDRM #2 m Cl 9'-3" x 13'-4" 10'-3 1/2"=12'-0" / Q 2 =12-o " x to -o VOL C.L.G. 2 8'-0" FLAT RW/ ILE A w CARPET " ° 1'-2" 3'-5 1/4" v N9' -7 1 " 4'5 /2" 7'-6 1 /2" 2osa P2668 1 5 3 18" — - , » 868 WHH. C. 2868 1 - 220V aLIDDRY OOR5'-4 1/2" BATHRO3, ER s FOYER LO IRR. CAC O ; 64 x 7'-0" , JOB TED 4 0 X 23'-4» to 8» 2 x 6 FRAME -/CID `v 7'-0 172))- 1 /2 7'-10 1 /2" 4'-4 1/2" WET -WALL 4'-5" 1/2" DRYWALL 2—CAR "�E � /,, 9 2)-711 18'-0"a -0 2- 3 1 BEDRM �3 ' » 8'-0" FLAT 10'-1" x 10'- " - j8))3'— 8'-0" FLAT 1'-10 1/22 -PLY GIRDER ABOVE CARPET oO o 2 -PLY GIRDER ABOVE 7'5 c 4' 18'HB 20N ° 20N EGRESS HB ° ®° ° 16' X 7' O.H.D. 1'-6" DBL -250 c 20 10'-8 1/2 20 C-10" 6'-1 �''- 16' _13,_8» 61 '_ " 19,-4„ 39' 21'-5" ■ UNIT -1 8" J 220 FLOG? PLAN 1/4"=1 1-0" 0"1 51' PRE-ENGINEERED TRUSSES 24" O.C. COMPOSITION SHINGLES ON 15# FEL r ON 7/16" OSB OR 15/32" CDX PLYWOOD ALUM. DRIP —� ALUM. FASCIA 2X4 SUB FASCIA VENT. ALUM. SOFFIT OVERHANG DETAIL SCALE: ("_1,_'0„ WINDOW SCHEDULE SINGLE HUNG BLOCK WINDOWS CODE ROUGH OPENING SINGLE DOUBLE SH -12 19 --- 39 --- X -- 26" SH -13 19 --- 39 --- X ---38 " SH -14 19 --- 39 --- X -- 50 " SH -15 19 --- 39 --- X ---63" SH -16. 19 --- 39 --- X -- 72" SH -\32 27 --- 53 --- X ---26" SH -V33 27 --- 53 --- X -- 38 " SH- 34 27 --- 53F X SH -\35— 27 --- 53 --- X ---63" SH- 36 27--- 53 --- X -- 72" SH -22 37f_-- 74 --- X SH -23 37 r" --- 74 --- X ---38 " SH=24 37 " --- 74 --- X SH46 37 " --- 74 --- X SH -25 37 F" --- 74 --- X ---63" SH -26 37 " --- 74 --- X --72" SH -32 53 ' --- 107 --- X -- 26" SH -33 53 --- 107 --- X -- 38 " SH -34 53 --- 107 --- X SH -3A' 53 --- 107 --- X ---56" SH -35 531 107 --- X ---63" _ SH -36 531 7 --- X ---72" MULTIPLE WINDOWS CONSTRUCTION - SUBTRACT ONE INCH FROM ROUGH OPENING SIZE. SQ, FT. CALCULATIONS LIVING 1411` LANAI 0 ` ENTRY 0 ` OTHER 0 ` GARAGE 353` UNDER ROOF 1764 DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF, B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2014 5TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS S D S KLP 50S.OE5IGN SERVICES 235 S NNIIAND AWNUE, SUIIE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 Civil Engineering Group, Inc. Q AVS ,..4<<q G— #2�.13 EDSD,o� CLANED°?(� �'.E. �z � ?,- e 2480 fel EET OR L � rw it 6 Job No. REVISIONS P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN FLOOR PLAN 0'-0" FINISH0 FINISH GRADE FRONT ELEVATION. ROOF PITCH MASONRY FINISH NTED SOFFIT 0. H. REAR ELEVATION 1/4"_1—O" R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. TOTAL AREA OF ROOF TO BE VENTED - 1,764 SQ. FT./ 150= 11.76 SQ. FT. REQUIRED TOTAL VENTILATION PROVIDED- 53.75 SQ.FT. OF.CLEAR VENTILATION (5)-1 X 4 OFF RIDGE VENTS - 5 X 1.75 SQ. FT. = 8.75 SQ. FT. OF CLEAR VENTILATION VENTED SOFFIT-- 150 LN. FT. X 1211= 150SQ. FT. @ 30% OF CLEAR VENTILATION= 45 SQ.FT. 2014/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2014 RESIDENTIAL 5TH EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANS/AAMAMMDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2014/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED • BY FBCR301.2(2) EXTERIOR. DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2014 5TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF SD S UP SUS DESIGN SERVICES 235 S NAIINIU AEN SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 Civil Engineering Group, Inc, r1 /FC//. .y 0�� e°°ry° f.� ✓ a. No 400,10 ED UO , L NEDA, f E. 248 ota�tIl ll a EET ORLAN�l't&11- M 6 Job No. REVISIONS P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN ELEVATIONS ED � MASONRY TEXTURIF 6-LjjFINISH11 o SMOOTH MASONRY � FINISH 0 ED - �F 11 TEXTURE[ MASONRY FINISH OR FRONT ELEVATION. ROOF PITCH MASONRY FINISH NTED SOFFIT 0. H. REAR ELEVATION 1/4"_1—O" R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. TOTAL AREA OF ROOF TO BE VENTED - 1,764 SQ. FT./ 150= 11.76 SQ. FT. REQUIRED TOTAL VENTILATION PROVIDED- 53.75 SQ.FT. OF.CLEAR VENTILATION (5)-1 X 4 OFF RIDGE VENTS - 5 X 1.75 SQ. FT. = 8.75 SQ. FT. OF CLEAR VENTILATION VENTED SOFFIT-- 150 LN. FT. X 1211= 150SQ. FT. @ 30% OF CLEAR VENTILATION= 45 SQ.FT. 2014/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2014 RESIDENTIAL 5TH EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANS/AAMAMMDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2014/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED • BY FBCR301.2(2) EXTERIOR. DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2014 5TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF SD S UP SUS DESIGN SERVICES 235 S NAIINIU AEN SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 Civil Engineering Group, Inc, r1 /FC//. .y 0�� e°°ry° f.� ✓ a. No 400,10 ED UO , L NEDA, f E. 248 ota�tIl ll a EET ORLAN�l't&11- M 6 Job No. REVISIONS P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN ELEVATIONS r s ROOF PITCH FIBERGLASS ASPHALT SHINGLES 12 - 5 1' X 4' O.R.V. 8'_1» Y TRUSS BEARING 0 0 FINISH FLOOR ROOF PITCH 12 5 8'-1» TRUSS BEARING 0)-0)) FINISH FLOOR I— CD 6'-6 I= CD C:) FINISH I R 1' X 4' O.R.V. TEXTURED MASONRY FINISH -RI GHT ELEVATI ON FIBERGLASS ASPHALT SHINGLES I S. S KLP SDS DESIGN SERVICES 235 S NNIUWU AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 f Civil Engineering Croup, Inc. �g,g�168dd9d �'� � a4"`GEN � °•° °L `'i �csa° Pilo 40040 °•�s" EAS q0 V L�CNED'P(f,�'.E. R fA A� b �Cr 248 �, :� E,'� EET ORLI8 6 1' X 4' REVISIONS O.R.V. 2014/140 M P H WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) _ OF THE FLORIDA BUILDING CODE 2014 RESIDENTIAL 5TH EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE TEXTURED COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: MASONRY WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 FI I I C,H COMPONENTS AND CLADDING MUST MEET I V J MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2014/140 MPH EXTERIOR DOOR REQUIREMENTS LEFT ELEVATION EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2014 5TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF I S. S KLP SDS DESIGN SERVICES 235 S NNIUWU AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 f Civil Engineering Croup, Inc. �g,g�168dd9d �'� � a4"`GEN � °•° °L `'i �csa° Pilo 40040 °•�s" EAS q0 V L�CNED'P(f,�'.E. R fA A� b �Cr 248 �, :� E,'� EET ORLI8 6 ELEVATIONS Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN REVISIONS ELEVATIONS J MATERIALS 1. f'c precast lintels = 3500 psi. 2, f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60, Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0270 type M or S. UGENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180• 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 USAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2" Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by 6. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. U -Precast Lintel (8"x8", filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. lominal Clear Span Total Lintel Size No Fill Filled Filled No Steel (1)#5 (2)#5 A B L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-1 6('' L-17 P.S. L-18 P,S, L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 1,6" 212" 218" 312" 410" 416" 512" 612" 71011 8'0" 912" 10'0" 1112" 1210" 1218" 13'4" 1410" 1610" 1810" 1878" 2018" 22'8" 3'6" 410" 416" 5'4" 5'10" 6'6" 716" 81411 9'4" 10'6" 11'4" 1216" 134" 14'0" 14'8" 15'4" 1714" 19'4" 20'0" 21'4" 24'0" 7845 8122 4277 5413 5604 3466 4383 ---453r— 2917 3686 JU7 1952 2927 TnT_ 2167 2245 1484 1865 1932 1304 1636 1696 1425 1476 1235 1589 807 1004 1042 931 933 623 760 765 687 681 332 521 523 2666 — 2i18 376 Rt TK_ 302 1918 1936 Note: (P,S,) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. 2" Recessed Door Headers (811411 , filled and unfilled) Total Allowable Superimposed Load - plf Mark No. Nominal Clear Span Door Size Width No Fill No Steel Filled (1) #5 A D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 2'-4" 2'-8" 2'-10" 3'-0" 3'-4" 4'-4" 5'-4" 6'-4" 8'-4" 2'-0" 21-4" 2'-6" 2'-8" 31-0" 4'-0" 5'-0" 6'-0" 814" 2612 3917 2235 3351 2084 3125 1952 2927 1732 2597 1292 1937 1076 1589 831 4-1051 1367 623 2908 2975 2" Recessed Door Headers (811x1411, Composite) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. Nominal Door Clear Size San Width Filled Filled (0)458,(1)#5T (1)#5r(1)#5B B C Filled (1)#5B,(2)#5T D D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 2'-411 2'-8" 2'-10" 31-0" 3'-4" 4'-4" 5'-4" 6'-4" 8'-4" 2'-0" 2'-4" 2'-6" 2'-8" 3'-0" 4'-0" 5'-0" 6'-0" 81-0" 7980 8199 8426 6790 7015 7168 6320 6539 1 6642 6018 6124 6288 5391 5432 1 5631 4956 4049 4198 3138 3267 3340 2650 2755 2855 2026 1 2078 1 2130 2'-6" 3' KITCHEN A SCALE— BATH C SCALE— I"=1'-0" U -Precast Lintel (8"X16" composite) 8 2'-6" 1 '— 6 SPLASH — 3' 1'-8" 8 3'-61) 4" 2,-61, BATH SCALE— I"=1'-0" KITCHEN B SCALE— I"=1'-0" Total Allowable Su erimposed Load - Pounds Per Linear Foot Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN 1/411 = 11-011 Mark No. Nominal Clear Span Total Lintel Span Filled (1)#5 T&B C (1)#5T(2)#5B D Filled (2)#5 T & B E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-'13 L-14 L-15 L-16 (P.S.) L-17 (P.S.) L-18 (P.S.) L-19 (P.S.) L-20 (P.S.) L-21 (P.S.) L-22 (P.S.) 1'6" 212" 218" 32" 4'0" 4'6" 5'2" 6'2" 710" 1 80" 9'2" 10'0" 11'2" 12'0" 1218" 13'4" 14'0" 16'0" 18'0" 18'8" 20'8" 22'8" 2'10" 3'6" 4'0" 4'6" 514" 5'10" 616" 7'6" 8'4" 9'4" 1016" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" 1714" 1914" 2000" 21'4" 2410" 12374 12591 12867 14 RPM 8871 6868 1 7023 KITCHEN B SCALE— I"=1'-0" Total Allowable Su erimposed Load - Pounds Per Linear Foot Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN 1/411 = 11-011 Mark No. Nominal Clear Span Total Lintel Span Filled (1)#5 T&B C (1)#5T(2)#5B D Filled (2)#5 T & B E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-'13 L-14 L-15 L-16 (P.S.) L-17 (P.S.) L-18 (P.S.) L-19 (P.S.) L-20 (P.S.) L-21 (P.S.) L-22 (P.S.) 1'6" 212" 218" 32" 4'0" 4'6" 5'2" 6'2" 710" 1 80" 9'2" 10'0" 11'2" 12'0" 1218" 13'4" 14'0" 16'0" 18'0" 18'8" 20'8" 22'8" 2'10" 3'6" 4'0" 4'6" 514" 5'10" 616" 7'6" 8'4" 9'4" 1016" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" 1714" 1914" 2000" 21'4" 2410" 12374 12591 12867 8488 8680 8871 6868 1 7023 7178 5772 5902 6033 4546 4649 4753 4028 4120 4212 3382 3460 3538 2908 2975 3042 2548 2607 2666 2215 2267 2319 1918 1936 2009 1749 1790 1832 1554 1591 1628 1438 '1473 1507 1356 1389 1421 1395 1448 1512 1326 1376 1437 1153 1 1197 1250 1019 1057 1104 980 1017 1063 880 913 954 740 775 801 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. . A GENERAL ELECTRICAL NOTES THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENT AND PROVIDING AND INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/11. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING ROOMS TO BE "AFCI" PROTECTED PER ARTICLE 210.12 NEC2011, GROUND -FAULT CIRCUIT INTERRUPTER FOR PERSONAL 210.8 BONDING OF OTHER SYSTEMS 250.96, AND TO HAVE TAMPER-RESISTANT RECEPTACLES. ALL SMOKE DETECTORS & CARBON -MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. SWITCHED LIGHT FIXTURE TO BE IN EACH ATTIC ACCESS. ALL WIRING TO MEET OR EXCEED THE 2011 NATIONAL ELECTRICAL CODE L-18 c ELECTRICAL/LINTEL PLAN 1 /4"=1'—Opp ELECTRICAL LEGEND + CHANDELIER Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN 1/411 = 11-011 K SURFACE MOUNTED LIGHT KLP 505 DESIGN WEATHER PROOF RECEPTACLE WALL MOUNTED LIGHT GROUND FAULT RECEPTACLE Q 947-7549 QUADRUPLEX RECEPTACLE RECESSED HIGH HAT 220 -VOLT RECEPTACLE VPLO RECESSED VAPOR PROOF LIGHT O FLOOR RECEPTACLE SURFACE MOUNT FLUORESCENT FIXTURE ® BREAKER PANEL RECESSED FLUORESCENT FIXTURE n �J� ELECTRIC METER ® U HEAT LAMP/ EXHAUST FAN COMBO r, �J MAIN DISCONNECT PANEL MOTION FLOOD LIGHT 0J DEDICATED DISCONNECT PANEL Q JUNCTION BOX ROUTED WIRE , Q EXHAUST FAN -d TELEPHONE JACK ,y TRACK LIGHTING FIXTURE O . TELEVISION JACK SWITCH U INTERCOM �m 3 WAY SWITCH a SECURITY SY"STEM 441 4 WAY SWITCH c" CHIMES -(4PDIMMER SWITCH OT THERMOSTAT -O PUSH BUTTON -CHIME -p PUSH BUTTON -GARAGE OR OPENER O TIMER RELAY �~ TIME SWITCH sio SMOKE DETECTOR WEATHER PROOF SWITCH (91CARBON MONOXIDE DETECTOR e DEDICATED RECEPTACLE GARAGE DOOR OPENER DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE PADDLE FAN QO PUSH BUTTON -G. DISPOSAL F CAT 5 TO T INTERIOR PANEL 22,000 AIC 200 AMP 120/240 V NEMA 3R 42 CRKT. METER AND PANEL BP 200 A 200 DISC 1 3U ACU 15 CFI 3 5 SE DISCONNECT ETER 200 AMP ELECTRICAL RISER DIAGRAM W 0 Z W _0 UJ Z 0 Z M Civil Engineering Group, Inc. �8®SSBirdpNA�d®f� Q AV IZ-/ ��_ A 6+ /� H� i -'+w�A �✓ wee EDS 0 cLED'.E. 248 �1tEET ORL H 110) Hoff i 6 Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN 1/411 = 11-011 K S D S KLP 505 DESIGN SERVICES 235 S MAR1AND AWNUE, SURE 216 MAITLAND, FL, 32751 Phone (407) 947-7549 Fax (407) 374-2754 W 0 Z W _0 UJ Z 0 Z M Civil Engineering Group, Inc. �8®SSBirdpNA�d®f� Q AV IZ-/ ��_ A 6+ /� H� i -'+w�A �✓ wee EDS 0 cLED'.E. 248 �1tEET ORL H 110) Hoff i 6 ELECTRICAL/ LINTEL PLAN Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN 1/411 = 11-011 REVISIONS ELECTRICAL/ LINTEL PLAN SOD HVAC DUCT LAYOUT s D s KLP SDS OESICN SERVICES 235 S MNRMI) AWNUE %11 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 ' Civil Engineering Group, Inc. ®�` (��©• •AVS; 2 ��13 : EDIa ESO �CLR NEE) R `F A � 4 � 248 ra �.'ORLXkb � EET MECHANICAL Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN REVISIONS MECHANICAL 1- H ETA20 (TYP j 1- HETA20 (TYP DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2014 5TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS 1- HETA20 (TYP.) (TYP.) 1- HETA20 (TYP) Strong -Tie SIMPSON LOADS FASTENERS FRAME 2•MT512'sBEAM TOPOST (SEE ALT DI) ABU44/ABU66 iPOST TO SLAB/ BOND BEAM MIN 2" SIDE COVER TO EDGE OF SLAB CONNECTORS SYP SPF !� WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20 U-1810# 48-10dx1 1/2 10-1Odx1 1/2 2 -PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20 U-25009 25009 12-16d WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MT312 U-840# U-730# 14-10dx•I 1/2 FRAME MGT TO INVERTED HTT22 ON POST" WITH 5/8" THREADED ROD 32-16d/ 5/8"ANCH. 28-16d GIRDER TRUSS/BEAM TO WOOD FRAMING = (2) HTS20 U-1460# (2-PLY)U-1680# WOOD TRUSS TO WOODTRUSS = (1) HUS26 U-1390# 14-16d R-10000# WOOD GIRDER TO WOOD GIRDERTRUSS U- 3415# 58-'16d 2PLY TYPICAL = (1) HGUS46 R- 7890# U-595# U-510# CONVENTIONAL FRAMED JOINTS = (I)- A35A R-595# R-510# 12-8dx1 1/2 FOR MISSED (I)HETA20 USE (1) HTSM16 1-U-1175# 1- U-1020# 4-1/4" X 2 1/4" TAPCONS FOR MISSED (2)HETA20 USE 2 HTSM16 2-U-2000# 2- U-1800# & 10 - 1 OD'S PER STRAP " UNLESS OTHERWISE NOTED (3) LSTA24 MAY BE USED IN LIEU'OF (2) HTS20 OR (3)- CS16 STRAPS 1- HETA20 (TYP) lJ CONVENTIONAL FRAMING SPECS. 2" X 8" SYP #2 RIDGE, HIP & VALLEY CF 2" X 6" SYP #2 RAFTERS 241'1O.C. 2" X6" SYP #2 JOISTS 24" O.C. 2- 2, X 6 SPRUCE PURLINS 2- 1/4" X 5" WOOD LOC SCREWS HEEL PURLIN TO TRUSS / RAFTER BELOW 1- H2.5A RAFTER TO HEEL PURLIN 1- A35A CLIP RAFTER TO RIDGE 1- MTS12/ H25.A RAFTER TO BRG. TRUSS LAYOUT a i Strong -Tie S I M P CONNECTORS UPLIFT LOADS FASTENERS FRAME 2•MT512'sBEAM TOPOST (SEE ALT DI) ABU44/ABU66 iPOST TO SLAB/ BOND BEAM MIN 2" SIDE COVER TO EDGE OF SLAB 1680# 28-16d 12-16d/ 5/8"ANCH. !� 2- HTS20 STRAPS- GIRDERIBEAM TO POST/ MULTIPLE FRAME STUDS AND 1- HTT16 TO SLAB/ BOND BEAM 2900# 48-10dx1 1/2 /a 1a -16d/ r 8"ANCH. AC.M.U. 2- HETA20'S GIRDER TO BOND BEAM 25009 24-16d FI/I ' C.M.U. MGT TO BOND BEAM 420041 22-10d/ 5/8" ANCH. FRAME MGT TO INVERTED HTT22 ON POST" WITH 5/8" THREADED ROD 32-16d/ 5/8"ANCH. s D s KLP SDS_DE51GN SERVICES 235 S MILMD AIENUE, SUIIE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 W 0 z W 0 U) W W z U T z In O D� Civil Group, Inc, ° p' - ED 0, LL EDA(l V. E. 248 oe h a EET ORL �� m f 6 TRUSS LAYOUT Job No. P8778 Drawn By: RR Dote: 3-22-2017 Scale: AS SHOWN REVISIONS TRUSS LAYOUT WALL SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB 24" MAX SPAN BLOCK AS NEEDED 21/4"x.099 RING SHANK 6" O.C. EDGES 12" O.C. INTERIOR ROOF SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 USB- 24" MAX SPAN BLOCK NEEDED FOR HIGH WIND VELOCITY ZONE USE MINIMUN 19/32" CDX 5'-0" ROOF ED -GE 4'-0" O � Q I © Q 4'4" RIDGE Q 4'-0" P 4'-0" � L�Y IDC I ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS OR 2 1/4"X.099 RING SHANK ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 4" U.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOF EDGE TOP CHORD BLOCKING «4'-0" O.C. MAX. IN FIRST 2 FRAMING SPACES @ EA. END ROOF SHEATHING -A BUILDING WIDTH BUILDING LENGTH I I ROOF SHEATHING LAYOUT _ AND DIAPHRAGM BLOCKING SHINGLE -SHALL COMPLY WITH ASTMD225 OR ASTMD3462 FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD AND PENETRATE ROOF SHEATHING 3/4" MIN (6) PER SHINGLE PER MANUF. SPECS 2x8 SYP ROOF RIDGE -- SHEATHI 2x6 RAFTERS TYP. A35/H2.5 EA. END OF RAFTER 24' O.C. RAFTER TOPS. w/ 2x4 VERTICAL STUDS 48" 0. VALLEY FLASHING PER 1507.3.9.2 (2) 12d NAILS STUDS INTO RAFTER A35/H2.S5PERA. �STUD TO PURLIN 2x4S12 PURLINS TO �x NT A'T VgLLEY TRUSS BELOW OR (2) SIMPSON SDS SCR W 1/4 X 5" ROOF SHEATHING pURLIN TO TRUSS ROOF SHEATH[ UNDER VALLEY UNDER VALLEY PRE-ENG'RE TRUSSE ' FOR RAFTERS UNDER 8'-0" USE MINIMUM 2-12D NAILS PER CONNECTION IN LIEU OF CLIP CONVENTIONAL FRAME ROOF VALLEY DETAIL 1 LIMITING HEIGHT OF STUDS SIZE, 92 GRADE PACING BLOCKING # OF ROWS MAX HEIGHT 2x4 SPRUCE FIR 2X WALL FRAMING NONE 8'-0" 2x4 SPRUCE FIR 16" ONE 10'-0" 2x4 SPRUCE FIR 16" TWO ' 2x4 SPRUCE FIR POURED THREE 14'-0" 2x4 SOUTHERN PINE s'• THREE LINTEL 2x4 SOUTHERN PINE 12" THREE 4 2x6 SPRUCE FIR CONT. 8" CMU 9'-0" 2x6 SPRUCE FIR ' ' a ; TWO (TYP) 2x6 SPRUCE FIR 12" THREE 16'-0" 2x6 SOUTHERN PINE 16" THREE 17'4" 2x(3 SOUTHERN PINE ,' THREE (3) 1/2"X8" ANCHOR BOLTS FILLED 16" THREE ' 2x8 SPRUCE FIR OR 5/8" X 8" WEDGE ANCHORS CELL 21'-0" 2x8 SOUTHERN PINE a ��i 22-4- W/2"X2'X118 WAS HERAND (TYP.) THREE 24'-0" ALUM. SOFFIT ' NUT SPACED EVENLY FROM i - m a EACH SIDE FLOOR TO BOND BEAM. SET ungto MIN. DBL. 2x8 HDR. 8" CONCRETE PRECAST , , IN JOINTS PRIOR TO FILLING. LINTEL WITH 1- #5 EXT. FRAME WALL TO "TYPE, CONFIGURATION AND BLOCK WALL CONNECTION mp u-� FOR INTERIOR BEARING FRAME WALL TO CMU FULL LENGTH USE 1/4"x TAPCONS @ 12" O.C. TO FILLED OR UNFILLED CELL MIN 1 1/2" EMBEDMENT 2x8 SYP ROOF RIDGE -- SHEATHI 2x6 RAFTERS TYP. A35/H2.5 EA. END OF RAFTER 24' O.C. RAFTER TOPS. w/ 2x4 VERTICAL STUDS 48" 0. VALLEY FLASHING PER 1507.3.9.2 (2) 12d NAILS STUDS INTO RAFTER A35/H2.S5PERA. �STUD TO PURLIN 2x4S12 PURLINS TO �x NT A'T VgLLEY TRUSS BELOW OR (2) SIMPSON SDS SCR W 1/4 X 5" ROOF SHEATHING pURLIN TO TRUSS ROOF SHEATH[ UNDER VALLEY UNDER VALLEY PRE-ENG'RE TRUSSE ' FOR RAFTERS UNDER 8'-0" USE MINIMUM 2-12D NAILS PER CONNECTION IN LIEU OF CLIP CONVENTIONAL FRAME ROOF VALLEY DETAIL 1 LIMITING HEIGHT OF STUDS SIZE, 92 GRADE PACING BLOCKING # OF ROWS MAX HEIGHT 2x4 SPRUCE FIR 16" NONE 8'-0" 2x4 SPRUCE FIR 16" ONE 10'-0" 2x4 SPRUCE FIR 16" TWO 12'-0" 2x4 SPRUCE FIR 12" THREE 14'-0" 2x4 SOUTHERN PINE '16" THREE 13'-4" 2x4 SOUTHERN PINE 12" THREE 15'4" 2x6 SPRUCE FIR 16" NONE 9'-0" 2x6 SPRUCE FIR 16" TWO 14'4" 2x6 SPRUCE FIR 12" THREE 16'-0" 2x6 SOUTHERN PINE 16" THREE 17'4" 2x(3 SOUTHERN PINE 12" THREE 19'-8" 2x8 SPRUCE FIR 16" THREE 18'-0" 2x8 SPRUCE FIR 12" THREE 21'-0" 2x8 SOUTHERN PINE 16" THREE 22-4- 2x8 SOUTHERN PINE 12" THREE 24'-0" 1. ROOF FLASHING TO BE MINIMUM OF 26 GAUGE 16" WIDE AND FASTEN EVERY 4# TO COMPLY W/ ASTM D-244 2. SHINGLES TO BE FASTENED WITH 1 1/4" NAILS, 6 PER SHINGLE EQUALLY SPACED PER MANUFACTURERS SPECS. 3. ALL CONCRETE WITHIN 24" OF PERIMETER OF HOUSE TO BE TERMITE TREATED 4. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MINIMUM OF 2" AND FASTENED @ 8" O.C. SECURE CONDENSOR UNIT AS SHOWN- W/ 2 - 3/8"x1 7/8" WEDGE ANCHORS FACTORY KNOCK SEE ELEVATION 2 - 3/8" x 1 - 7/8" OUT PLUGS TYPICAL GIRDER OR POST WEDGE ANCHORS R-30 MAY BE REQUIRED PER CONDENSOR UNIT CONDENSOR HOLD DOWN DETAIL \ SILL Z, PLATE a• ,o- GRADE LINE �-� GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. 1 GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUN. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURETREATED. CCA. 40 MIN. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO. RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224 G-90 ZINC COATED MIN 26 GA. 4. PRE -PAINTED DRIP EDGE TO BE ASTM A 755 5. VENTILATION OF ATTIC -RATIO TO BE NOT LESSTHAN 1/150 OF FREE VENTED AREA/ CEILING PER FBC 2004 CHAP R806.2 BUILDER TO VERIFY LOCATION 7. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FASTEN @ 8" O.C. 9. '1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRETATE S TUDS•1 '1/ 2" SEE MANUF. SPECS. 10. STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2004 SEC. 8308,4 12. (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 PT POST. MAX REACTION OF 46009 '13. NOTE ALL BALCONIES TO BE TILE W/ GROUT IN MUD SET OR LIGHT WEIGHT CONCRETE OVER SEAL 0 FLEX WATER PROOFING SYSTEM OR PEEL -N -STICK ON 3 /4" SHEATING NAILED AND GLUE TO JOIST 14. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION '15. ATTIC ACCES REQ. 22"x36" W/ SWITCHED LIGHT •16. 1' DOOR CUT FOR AIR RETURN 1/2" DRYWAL PRESSURE TREATED SHIM DOOR FRAME TO BLOCK, THRESHOLD BELOW LKI EXTERIOR DOOR 8" CM ANCHOR DOOR JAMBS TO TYPICAL # 5 VERTI ' MASONRY WITH TAPCONS 1/4 RND. X MIN 2" GROUTED CMU PENETRATION INTO C.M.U. CONT. CAULK BEAD AND 1 1/4" INTO PRECAST THRU DOOR FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT JAMB AT EXTERIOR DOOR N.T.S. 1/2" DRYWALL SILL BELOW ALUMINUM/ VINYLWINDOW 8" CMS CONCRETE SILL BELOW TYPICAL # 5 VERTICAL DOW BUCK TO GROUTED CMU MASONRY WITH TAPCONS PRESSURE TREATED SHIM '1/4 RND. X MIN 2" PENETRATION INTO C.M.U. AND 1 1/4" INTO PRECAST CONT. CAULK BEAU THRU WINDOW FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT WINDOW JAMB 8" CMU N.T.S. GARAGE DOOR TRACK PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH - 1/2" RND. X 8" LONG A.B. @ TOP BOTTOM & MIDPOINT ° °l � GARAGE DOOR PRESSURE TREATED 8" CMU 1X2 TRIM # 5 VERTICAL GROUTED CMU GARAGE DOOR JAMB 8" CMU CELLS PER PLAN N.T.S. TYP. REBAR LAP @ CORNERS 4" PVC VENT' PIPE FORM BDS y ORM BIDS 95 REBAR ' POURED CONC \� LIN SEL _ U BLOCK SID VIS 4" VENT PIPE TO I v THRU LINTEL II SEE ELEVATION K, R-19 MINIMUN TYPICAL GIRDER OR POST TRUSS R-30 MAY BE REQUIRED PER TRUSS (OR RAFTER)A 2) MTS12 TO (3) STUDS W/ MIN CONNECTOR DOUBLE TOP PLA REQUIREMENTS PRIOR TO CONSTRUCTION 2-2X12 HEADER UNLESS ERS ISE NOTE ZSP2/SP4 SEE TRUSS ANCHOR SCHEDULE FOR TRUSS SP4/RSP4 ANCHOR REQ'D. CONT BEAD ROOFING MASTIC ALT FA. ST GALV METAL DRIP EDGE ASTIVI A527 AT 32" O.C. 6" O.C. I/2" GYP. CEILING BOARD ` Yw Qw 5P2/SP OR 5/8" DRYWALL 1x6 FASCIA OVER 2x4 SUB -FASCIA 8" LINTEL BLOCK REINF. <z P/L OSTUDS 12 (9 LSTA PER ORATED zw ALUM. SOFFIT P.T. Ix6 - EXTEND 8" i - m EACH SIDE ungto MIN. DBL. 2x8 HDR. 8" CONCRETE PRECAST -ALUM. FRAMED WINDOW LINTEL WITH 1- #5 "TYPE, CONFIGURATION AND REBAR mp u-� STA 12 FULL LENGTH REFER TO PLANS AND OF - LLD STUD / PLATE WALL STUDS 1/2" GYPSUM BOARD U SPI - 6-1 OD/4-1 OD P.T. 1x4 AT SILL STU R E U]RED UNDER BEARING 01 TRUSS AT CUT TOP PLATE MARBLE SILL AND JAMBS SP2 - 6-10Dl6-'1 OD PRECAST CONCRETE SP4 - 6-10DX1.5 WINDOW SILL P.T.1x2 FURRING STRIP ' 5/8" STUCCO ON CMU OR LSTA12 10-10D MID -WALL BLKG, FIARDI PLANK SIDING OVER 2x2 P.T. MIN. R4.1 INSULATION HEADER STUDS CONT. 2x6 P.T. @0 ALL CORNERS TYP. CONC.. 11 5P1/SP4 OR SPF14 32" O.C. SEE ELEVATIONS SLAB W/ 6x6, —NAIL PER AT 16" O.C. 10/10 W.W.M. OR FIBERMESH SCHEDULE NOTE: i 95 DOWEL W/ LAP 25" MIN.LAP @ 2 STORY IN LIEU SP1/SP4 8" MIN. �I I 1/2" ANCHOR BOLT @ BOTTOM PLATE USE ° EA. SIDE OF STUDS / LSTA 24 STUDS TO RIM (OR 2 ON 1 SIDE) w,,W I 1/2"X8" ANCHOR BOLT OR P.T. SILL PLATE \ EA. STUD 5/8" X 6" WEDGE ANCHOR -SP4/RSP4 MAX 6" FROM HEADER STUDS AND 32" O.C. TYPICAL TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS \ SILL Z, PLATE a• ,o- GRADE LINE �-� GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. 1 GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUN. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURETREATED. CCA. 40 MIN. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO. RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224 G-90 ZINC COATED MIN 26 GA. 4. PRE -PAINTED DRIP EDGE TO BE ASTM A 755 5. VENTILATION OF ATTIC -RATIO TO BE NOT LESSTHAN 1/150 OF FREE VENTED AREA/ CEILING PER FBC 2004 CHAP R806.2 BUILDER TO VERIFY LOCATION 7. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FASTEN @ 8" O.C. 9. '1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRETATE S TUDS•1 '1/ 2" SEE MANUF. SPECS. 10. STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2004 SEC. 8308,4 12. (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 PT POST. MAX REACTION OF 46009 '13. NOTE ALL BALCONIES TO BE TILE W/ GROUT IN MUD SET OR LIGHT WEIGHT CONCRETE OVER SEAL 0 FLEX WATER PROOFING SYSTEM OR PEEL -N -STICK ON 3 /4" SHEATING NAILED AND GLUE TO JOIST 14. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION '15. ATTIC ACCES REQ. 22"x36" W/ SWITCHED LIGHT •16. 1' DOOR CUT FOR AIR RETURN 1/2" DRYWAL PRESSURE TREATED SHIM DOOR FRAME TO BLOCK, THRESHOLD BELOW LKI EXTERIOR DOOR 8" CM ANCHOR DOOR JAMBS TO TYPICAL # 5 VERTI ' MASONRY WITH TAPCONS 1/4 RND. X MIN 2" GROUTED CMU PENETRATION INTO C.M.U. CONT. CAULK BEAD AND 1 1/4" INTO PRECAST THRU DOOR FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT JAMB AT EXTERIOR DOOR N.T.S. 1/2" DRYWALL SILL BELOW ALUMINUM/ VINYLWINDOW 8" CMS CONCRETE SILL BELOW TYPICAL # 5 VERTICAL DOW BUCK TO GROUTED CMU MASONRY WITH TAPCONS PRESSURE TREATED SHIM '1/4 RND. X MIN 2" PENETRATION INTO C.M.U. AND 1 1/4" INTO PRECAST CONT. CAULK BEAU THRU WINDOW FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT WINDOW JAMB 8" CMU N.T.S. GARAGE DOOR TRACK PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH - 1/2" RND. X 8" LONG A.B. @ TOP BOTTOM & MIDPOINT ° °l � GARAGE DOOR PRESSURE TREATED 8" CMU 1X2 TRIM # 5 VERTICAL GROUTED CMU GARAGE DOOR JAMB 8" CMU CELLS PER PLAN N.T.S. TYP. REBAR LAP @ CORNERS 4" PVC VENT' PIPE FORM BDS y ORM BIDS 95 REBAR ' POURED CONC \� LIN SEL _ U BLOCK SID VIS 4" VENT PIPE TO I v THRU LINTEL II TIE TO HORIZ. BAR '1 '1/2" MIN. COVER HUOK MASO RY ?NC BLK WALL YSTEM GVERROU CE LEL IN � CLEANOUT EQUIRED il. OR - GROUT LIFTI% 5 �T. UNLESS FOOTING DOI E IS NOT \ REQUIRED 5" LAP FF FOOTING W/ HORIZ. REBAR 6" HOOK MIN 3" COVER VERTICAL WALL REINFORCING FOR SHINGLE USE FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT (ASTM D226 OR D4869 TYPE 1 OVER 7/16" OS.B. (6) 1 1/4" GALV ROOFING NAILS PER 3 -TAB (8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES SEE ELEVATION K, R-19 MINIMUN KLP SDS DESIGN 12 R-30 MAY BE REQUIRED PER MAITLAND, Phone (407) SEE ELEV. ENERGY CODE FORM 374-2754 BUILDER TO VERIFY INSULATION REQUIREMENTS PRIOR TO CONSTRUCTION SEE TRUSS ANCHOR SCHEDULE FOR TRUSS ANCHOR REQ'D. CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTIVI A527 W11 1/4° GALV ROOFING NAILS 6" O.C. I/2" GYP. CEILING BOARD ` 1x2 P.T. OR 5/8" DRYWALL 1x6 FASCIA OVER 2x4 SUB -FASCIA 8" LINTEL BLOCK REINF. W/ CONC. & 1 #5 REBAR MIN.25" LAP PER ORATED ALUM. SOFFIT P.T. Ix6 - EXTEND 8" BEYOND JAMB ON EACH SIDE 8" CONCRETE PRECAST -ALUM. FRAMED WINDOW LINTEL WITH 1- #5 "TYPE, CONFIGURATION AND REBAR SIZE OF WINDOWS VARY REFER TO PLANS AND ELEVATIONS 1/2" GYPSUM BOARD WALL FINISH BEYOND P.T. 1x4 AT SILL MARBLE SILL AND JAMBS PRECAST CONCRETE WINDOW SILL P.T.1x2 FURRING STRIP ' 5/8" STUCCO ON CMU OR FIARDI PLANK SIDING OVER 2x2 P.T. MIN. R4.1 INSULATION FURRING STRIPS@'16"O.C. BASE BOARD 2x6 P.T. @0 ALL CORNERS TYP. CONC.. SEE ELEVATIONS SLAB W/ 6x6, 8"416" CONC. BLOCK 10/10 W.W.M. OR FIBERMESH FILLED CELLS (SEE FLOOR PLAN) i 95 DOWEL W/ LAP 25" MIN.LAP 8" MIN. �I I ASSUMED GRADE ° I1'2" NII 1 6 MIL VAPOR BARRIER CLEAN, COMPACTED —III lg III TERMITE TREATED -I- _ 245 REBAR FILL — SEE FOUNDATION DETAILS*. ONE STORY BLOCK WALL SECTION TIE TO HORIZ. BAR '1 '1/2" MIN. COVER HUOK MASO RY ?NC BLK WALL YSTEM GVERROU CE LEL IN � CLEANOUT EQUIRED il. OR - GROUT LIFTI% 5 �T. UNLESS FOOTING DOI E IS NOT \ REQUIRED 5" LAP FF FOOTING W/ HORIZ. REBAR 6" HOOK MIN 3" COVER VERTICAL WALL REINFORCING FOR SHINGLE USE FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT (ASTM D226 OR D4869 TYPE 1 OVER 7/16" OS.B. (6) 1 1/4" GALV ROOFING NAILS PER 3 -TAB (8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES ui 0 zI ' ' L�d�l 0 U) F W z P� V z m 0 � v, 00000� Civil Engineering Group, Inc. INNy14 00 (<ra NO 4a�40 :. EDU P. E, REG r 40 2480 E. IA'N STREET ORLANDO, FL 32806 Job No. P8778 Drawn By. RR Date: 3-22-2017 Scale: AS SHOWN K, S D s KLP SDS DESIGN SERVICES 135 S MAUD AVENUE, SUITE 216 MAITLAND, Phone (407) FL, 32751 947-7549 Fox (407) 374-2754 ui 0 zI ' ' L�d�l 0 U) F W z P� V z m 0 � v, 00000� Civil Engineering Group, Inc. INNy14 00 (<ra NO 4a�40 :. EDU P. E, REG r 40 2480 E. IA'N STREET ORLANDO, FL 32806 Job No. P8778 Drawn By. RR Date: 3-22-2017 Scale: AS SHOWN REVISIONS WEATHER MECHANICALLY FASTEN AS RESISTIVE NECESSARY IN CORNERS BARRIER THROUGH FLASHING WEATHER d RESISTIVE BARRIER TAPE 2 it2 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING -SILL PLATE FLASHING DO NOT FLASH J OVER BOTTOM 1 NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY NOTES: SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER BACK OVER HEAD BARRIER TO FORM WATER SHEDDING LAPS FLASHING AND SEAL WITH TAPE TYPICAL. WINDOW FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING i;'•'''''` i _ i - SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING Weep screeds 2512.1.2 Weep screeds. A minimum 0.019 -inch (0.48 mrn) (No. 26 galvanized sheet gage), corrosion -resistant weep screed with a minimum vertical attachment flange of 3% inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. 'NEEP SCREEDS DETAIL N.T.S. T EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B FOR OPTIONS) SPR WEATHER RESISTIVE BARRIER CORNER PATCH .. .......... FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY I -q1.1'...", TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. SEE NOTE #2!iy WALL I _ SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS F_ TYPICAL FLASHING DETAIL AT SILL PLATE- N. T. S. vnL_;L_ i RAFTER CRICKET AND FLASHING DETAIL N.T.S. WALL PER PLAN ' 9 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES RUN KICKOUT FLASHING 6" -I PAST EDGE OF ROOF 1 ROOF PER�PLAN Job No. P8778 Drawn By RR Date: 3-22-2017 Scale: AS SHOWN yp D S (ASSEMBLED U5 S IINTLMD Alf 11 ZIE 216 D WINDOW) rD z Fax (407) x BASE FLASHING FLASHING it2 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING -SILL PLATE FLASHING DO NOT FLASH J OVER BOTTOM 1 NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY NOTES: SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER BACK OVER HEAD BARRIER TO FORM WATER SHEDDING LAPS FLASHING AND SEAL WITH TAPE TYPICAL. WINDOW FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING i;'•'''''` i _ i - SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING Weep screeds 2512.1.2 Weep screeds. A minimum 0.019 -inch (0.48 mrn) (No. 26 galvanized sheet gage), corrosion -resistant weep screed with a minimum vertical attachment flange of 3% inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. 'NEEP SCREEDS DETAIL N.T.S. T EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B FOR OPTIONS) SPR WEATHER RESISTIVE BARRIER CORNER PATCH .. .......... FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY I -q1.1'...", TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. SEE NOTE #2!iy WALL I _ SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS F_ TYPICAL FLASHING DETAIL AT SILL PLATE- N. T. S. vnL_;L_ i RAFTER CRICKET AND FLASHING DETAIL N.T.S. WALL PER PLAN ' 9 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES RUN KICKOUT FLASHING 6" -I PAST EDGE OF ROOF 1 ROOF PER�PLAN TYPICAL ROOF TO W FLASHING DETAIL. Civil Engineering croup, Inc. N.T.S. PLAN VIEW CDX PLYWOOD OR OBS ��,��pitf�BkJdl�Pd d4 to AVf-� rd .4 ���' V 1 ��• � 'ate �.° No 400�t[a�u E D V4 �&N P. E tib N 9 0 2480 STREET ORLANDO, 32806 2004 FBC RESIDENTAL SECTION R703.8 FLASHING APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING• LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL•PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 15# FELT-/ LATH AND Job No. P8778 Drawn By RR Date: 3-22-2017 Scale: AS SHOWN yp D S KL -P SDS -DESIGN SERVICES U5 S IINTLMD Alf 11 ZIE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 TYPICAL ROOF TO W FLASHING DETAIL. Civil Engineering croup, Inc. N.T.S. PLAN VIEW CDX PLYWOOD OR OBS ��,��pitf�BkJdl�Pd d4 to AVf-� rd .4 ���' V 1 ��• � 'ate �.° No 400�t[a�u E D V4 �&N P. E tib N 9 0 2480 STREET ORLANDO, 32806 2004 FBC RESIDENTAL SECTION R703.8 FLASHING APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING• LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL•PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 15# FELT-/ LATH AND SHEATHING WHEN GREATER THAN 24". x 24". NOTE: 7/ 8" STUCCO ON METAL LATHE ON 15 LB FELT AND OVER 2ND LAYER OF 15 LB FELT OR ANOE LAYER OF FELT ON HOUSE WRAP 7/ 16" O.S.B. SHEATHING OR 1/ 2" PLYWOOD Job No. P8778 Drawn By RR Date: 3-22-2017 Scale: AS SHOWN STUCCO - "J" METAL FLASHING 4x5 BASE SHINGLES FLASHING 15# FEL 15/32" C.D.X. 0 7/16" O.S.B. (MIN. 2.5:12 PITCH) 2x's 0 24" 0. W/ HUGHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN 24". x 24". NOTE: 7/ 8" STUCCO ON METAL LATHE ON 15 LB FELT AND OVER 2ND LAYER OF 15 LB FELT OR ANOE LAYER OF FELT ON HOUSE WRAP 7/ 16" O.S.B. SHEATHING OR 1/ 2" PLYWOOD Job No. P8778 Drawn By RR Date: 3-22-2017 Scale: AS SHOWN REVISIONS 7]] t ,/ Revision Response to Comments ❑ Permit # I � u ! Project Address: �s: Contact: `l�Ca'`i � I JUN 0 7 2017 Email: Trades encompassed in revision: XQ ✓❑"Plumbing Building Planning ❑ ❑ Electrical ❑ Mechanical ❑ Lire Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention SUbmittal Date Fax: City of Santora Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals 0 Building 4:4� G-9-/7 8" CMU TYP. (1)#5 REBAR CONT. 4" 2500 PSI CONC. SLAB W/FIBERMESH OVER W 6 MIL VAPOR BARRIER ON N n 4" CONC. SLAB W FIBERMESH (OR W/66 10/10 OVER 6M VISQ. d d• y a d 8„ LI III CLEAN, COMP., TERMITE I I III^ TREATED FILL (1) #5N ROD CONT. OFFSET THICKENED FnC�F DFTAII CLEAN WELL COMPACi-EDA TERMITE TREATED SOIL z BLOCK SCALE: ["=1'-0" OPTIONAL PATIO SLAB > �- _ o Ln z GRADE - � -{--I- WE -1 Ell 1=1 11=1 -11 �___-III-I I I- 1 #5 VERTICAL DOWEL IN BOTTOM OF FTG. -1 I I -I I -- 1- ( ) 12" BELOW GRADE =,III 11 -II - FILLED CELL w/ 25" MIN. LAP (MIN.) _ (SEE FLOOR PLAN FOR LOCATIONS) ,.: ' S d . (2)#.5 REBAR CONT. 25" MIN. LAP 0'-4" 0r_4rr 3" MIN COVER 1'-4'I ONE STORY FOOTING 16"x 8" (1)#5 REBAR CONT W = 8" CMU TYP. r � O a - o z A.F.F. � VA R I E S 4" 2500 PSI CONC. SLAB W/FIBERMESH OVER LL i�I- 6 MIL VAPOR BARRIER T I I---{�i I -I I TT II ID� ON CLEAN WELL COMPACTED �= TERMITE TREATED SOIL GRADE C? 1 II -I--- (1) #5 RE -BAR VERTICAL IN FILLED CELL w/ 25" MIN. LAP cc A d 4 q (SEE FLOOR PLAN FOR LOCATIONS) (2)#5 REBAR CONT. 25" MIN. LAP BOTTOM OF FTG. 3" MIN COVER 12" BELOW GRADE 0'.-4" (MIN.) 0.4 11-411 1 STORY FTG. @ GARAGE 16" x 8" FOUNDATION/MASONRY NOTES . CONTRACTOR TO VERIFY THAT ALL FOOTINGS REQUIRED BY TRUSS MANUFACTURER OR STRUCTURAL FRAMING ARE REFLECTED ON FOUNDATION PLAN PRIOR TO CONSTRUCTION. 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318. 3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE 4. 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH OR 6X6 10/10 WWM OVER EMIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM 12" BELOW FINISH GRADE 6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE FOOTING. 7. 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX. 2. IF STEM WALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX AND 1 #5 HORIZONTAL @ 24" O.C. IN U -BLOCK IF STEMWALL EXCEEDS 72" CONSULT WITH ENGINEER OF RECORD 8. TYPICAL- FILLED CELL WITH 1#5 6' O.C. MAX. AND AT EACH SIDE OF AN OPENING 9. EXTENDED FOOTING 4" FOR 4" BRIMSTONE VENEER ADD CORRUGATED (GALV.) WALLTIES. 32" O.C. HORIZONTAL SPACING 18" O.C. VERTICAL SPACING 10. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY 11. IF FILLED CELL WITH 1#5 IS MISSED RETRO 1#5 IN SLAB/FOOTING WITH 6" EPDXY EMBEDMENT MIN 25" LAP 12. IF J -BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR 13. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP 14. ANY CMU WALL ABOVE 12'-0" MUST HAVE ADDITIONAL CONT. BOND BEAM MAX 10" FROM FINISHED FLOOR 15. NO WOOD GRADE STAKES ALLOWED SEE FOI FOI PENETRATION DETAIL SLAB SLOPES AWAY " CONC. SLAB W/ FIBER - FROM HOUSE MESH (OR W6x6 10/10) FOOTERS- OVER 6M VISQ. P.S.I. FIN. GRADE 28 DAYS III I. a 4 4. 4 IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 IN - 4 _ - I 8„ CLEAN, COMP., TERMITE (1) #5N ROD CONT. TREATED FILL PATIO THICKENED EDGE SCALE: ["=1'-0" JN.T.S. SLAB PERI ME PERIMETER ((2 # 5 'S 16" LONG VVE CHAIR BLOCK PIPE THROUGH STEMWALL FOR SLEAVES OR PIPES OVER 3" DIA. ADD (2) #5'S VERTICAL @16" O.0 1 ON EACH SIDE FOOTING BELOW GARAGE DOOR-- 8" CMU TYP. ` BUCK & TRACK RECESS SLAB 3/4" FOR O.G.D. 5" DRIVEWAY r=l I=I I - 1- #5 IN THICKENED EDGE I -III -III IIIA IIIc 1��= =1 I I- 11- I_ I BOTTOM OF FTG. -III-I I III-! 1I 12" qW GRADE -;III I I -III- (1) #5 RE -BAR VERTICAL IN FILLED CELL w/ 25 MIN. LAP cc ^ (SEE FLOOR PLAN FOR LOCATIONS) ~; 3" MIN COVER 0' 4"(2)#5 REBAR CONT 0.-4 8X16 CONC. FOOTING 11-411 9 FOOTING @ GARAGE DOOR DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.--(+1.0) 5. COMPONENTS AND CLADDING : PER FBCR 2014 5TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS m FOUNDATION PLAN CONCRETE SPECS SLAB- 2500 P.S.I. IN 28 DAYS FOOTERS- 2500 P.S.I. IN 28 DAYS LINTELS- 3000 P.S.I. IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 DAYS - INTERIOR BEARING WALL ® - DENOTES #5 - ROD IN FILLED CELL PLUMBING NOTES RECORD COPY it, 7 a. 8 t 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL CODES 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 3. PROVIDE A MINIMUN PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2" TO BE 1/4" FALL. 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS. 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. 10.WATER HAMMER ARRESTORS REQUIRED WHERE QUICK CLOSING VALVES ARE UTILIZED. (WASHING MASHINES, DISWASHER, ICEMAKER) S. s KLP SUS DESIGN SERVICES 235 S 14A IM AIENUE, 9A IE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Fax (407) 374-2754 - Civil Engineering GrouP, Inc. �ppt'��%�d`Yqgod 0 AVf,-C 4 sc, E rUiS w �9 4 ✓` °0� ED F20 ELL EDA,/r V.E. R,,yA7f e4JON 248 EET ORL.6 FOUNDATION PLAN Job No. P8778 Drawn By: RR Date: 3-22-2017 Scale: AS SHOWN REVISIONS 1 06/07/2017 FOUNDATION PLAN