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HomeMy WebLinkAbout1406 E 20 St Plansn- z c.� W 0 CK W z C� z W 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 ,LO-RENZO POLK REDDENCE-, REFERENCED BUILDING CODES: 2017 FLORIDA BUILDING CODE 6th EDITION, RESIDENTIAL 2017 FLORIDA BUILDING CODE 6th EDITION, BUILDING 2017 FLORIDA BUILDING CODE 6th EDITION, PLUMBING 2017 FLORIDA BUILDING CODE 6th EDITION, MECHANICAL 2017 FLORIDA BUILDING CODE 6th EDITION, ENERGY CONSERVATION NATIONAL ELECTRICAL CODE 2014 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 2017 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 2017 NDEX OF DRAWINGS: CS A A A A E D D M S COVER SHEET 0 FOUNDATION PLAN 1 FLOOR PLAN 2 ELEVATIONS 3 ELEVATIONS 1 1 2 1 1 ELECTRICAL 8c DETAILS DETAILS RECORD COPY I REVIEWED FOR CODE COMPLIANCE P, NS EXAMINER ❑ATE LINTEL PLAN MECHANICALS PLAN STRUCTURAL PLAN ANFORD BUII_Dlnlr,I,l]IVISION REVISIONS A PERMIT ISSUED SHALL 61': COI!S 4 .iED ;'.` BE A LICENSE TO PROCEED WITH THF VI(?R�, ANO NOT AS U AUTHORITY TO VIOLATE, CANCEL. Al, I ER OP 3ET ASIDE ANY OF THE PROVISION IS OF ri�F R'V ENT CODES, NOR SHALL ISSUANCE' OF A Pt! F+'01 r "t C) THE BUILDING OFFICIAL FROM T ', :-'AF' FF. N C'7 REQUIRING A CORRECTION OF ERRC;' S r" utANS, 1:v I- CONSTRUCTION OR VIOLATIONS OF THIS LODE COMPACTION TEST No LLI REQUIRED Results to be Verified O LjL ut Slab Inspection FE -1 0 Z U ----------------------------------- 000 ,LO-RENZO POLK REDDENCE-, REFERENCED BUILDING CODES: 2017 FLORIDA BUILDING CODE 6th EDITION, RESIDENTIAL 2017 FLORIDA BUILDING CODE 6th EDITION, BUILDING 2017 FLORIDA BUILDING CODE 6th EDITION, PLUMBING 2017 FLORIDA BUILDING CODE 6th EDITION, MECHANICAL 2017 FLORIDA BUILDING CODE 6th EDITION, ENERGY CONSERVATION NATIONAL ELECTRICAL CODE 2014 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 2017 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 2017 NDEX OF DRAWINGS: CS A A A A E D D M S COVER SHEET 0 FOUNDATION PLAN 1 FLOOR PLAN 2 ELEVATIONS 3 ELEVATIONS 1 1 2 1 1 ELECTRICAL 8c DETAILS DETAILS RECORD COPY I REVIEWED FOR CODE COMPLIANCE P, NS EXAMINER ❑ATE LINTEL PLAN MECHANICALS PLAN STRUCTURAL PLAN 2 1 8 5 KLP SDS DESIGN SERVICES 235 S. IINTNND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com ANFORD BUII_Dlnlr,I,l]IVISION REVISIONS A PERMIT ISSUED SHALL 61': COI!S 4 .iED ;'.` BE A LICENSE TO PROCEED WITH THF VI(?R�, ANO NOT AS U AUTHORITY TO VIOLATE, CANCEL. Al, I ER OP 3ET ASIDE ANY OF THE PROVISION IS OF ri�F R'V ENT CODES, NOR SHALL ISSUANCE' OF A Pt! F+'01 r "t C) THE BUILDING OFFICIAL FROM T ', :-'AF' FF. N C'7 REQUIRING A CORRECTION OF ERRC;' S r" utANS, 1:v I- CONSTRUCTION OR VIOLATIONS OF THIS LODE COMPACTION TEST No LLI REQUIRED Results to be Verified O LjL ut Slab Inspection 2 1 8 5 KLP SDS DESIGN SERVICES 235 S. IINTNND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 00 Avg<r�l�Ai No 40040 :y MAY -7 2018 ' �. • STATE OF . _u 'rJrrrl�Il►l�+` Job No. P6987 Drawn By. RR Date: 03-27-2018 Scale: N.T.S. REVISIONS W U Z W~ C) C/) N C'7 �® % 1:v I- LL W No LLI W q O LjL ® Z U ----------------------------------- Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 00 Avg<r�l�Ai No 40040 :y MAY -7 2018 ' �. • STATE OF . _u 'rJrrrl�Il►l�+` COVER SHEET CS Job No. P6987 Drawn By. RR Date: 03-27-2018 Scale: N.T.S. REVISIONS COVER SHEET CS 8" CMU TYP. 4"2500 PSI CONIC. SLAB _ W/FIBERMESH OVER ; 6 MIL VAPOR BARRIER ON N CLEAN WELL COMPACTED TERMITE TREATED SOIL 1 BOTTOM OF FTG. 12" BELOW GRADE (MIN.) - G 0-4- V-4" (1)#5 REBAR CONT. CHAIR BLOCK OPTIONAL PATIO SLAB GRADE CID 4" CONC. SLAB W FIBERMESH (OR W/6x6 10/10 OVER 6M VISQ. 111= CLEAN, COMP., TERMITE T I I -III- TREATED FILL (1) #5- ROD CONT. OFFSET THICKENED EDGE DETAIL5 SCALE: ["=1'-0" A �i i I- (1) #5 VERTICAL DOWEL IN FILLED CELL w/ 25" MIN. LAP (SEE FLOOR PLAN FOR LOCATIONS) �- (2)#5 REBAR CONT. 25" MIN. LAP 0.4 3" MIN COVER ONE STORY FOOTING 16" x 8" 12 A.F.F. oz BOTTOM OF FTG. 12" BELOW GRADE (MIN.) (1)#5 REBAR CONT. Lu -::3 8" CMU TYP. O a o Q J Z - PLUMBING NOTES VARIES 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL FOOTERS- 2500 P.S.I. IN 28 DAYS 4" 2500 PSI CONC. SLAB LINTELS- 3000 P.S.I. IN 28 DAYS 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. -� o-- W/FIBERMESH OVER 3. PROVIDE A MINIMUN PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES �- iFl I� 6 MIL VAPOR BARRIER ® -INTERIOR BEARING WALL 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE IQIIIIIIr ON CLEAN WELL COMPACTED STACK. T ® III -III TERMITE TREATED SOIL L W 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE (1) #5 RE -BAR VERTICAL IN W/ TRAP. o0 FILLED CELL w/ 25" MIN. LAP ® FIXTURES. (SEE FLOOR PLAN FOR LOCATIONS) (2)#5 REBAR CONT. 25" MIN. LAP 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE 3" MIN COVER IDA" Al All IDA" (:2 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" BRICK/STONE 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 FOUNDATION PLAN FOR SIZE AND # REBAR FOR FOOTING SLAB SLOPES AWAY FROM HOUSE -\ FIN. GRADE 7 <s " CONC. SLAB W/ FIBER IMESH (OR W6x6 10/10) OVER 6M VISQ. --{- - _: L, �_ lal _ 8» _ - - I- -III-, III CLEAN, COMP., TERMITE (1) #5- ROD CONT. TREATED FILL PATIO THICKENED EDGE 3 SCALE: ["=1'-0" • 26 PENETRATION DETAIL N.T.S. 8X8X16 CHAIR BLOCK @ SLAB PERIMETER ((2 # 5 'S 16" LONG 6OVE 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 I �1 �� no RECESS SLAB 3/4" FOR O.G.D. 5 - DRIVEWAY 1-#5 IN THICKENED EDGE BOTTOM OF FTG. -.111=11 EI IEii I I 12" gl CqW GRADE AIN =I I I-� �- F1ILLED CE ARLL NVZRTMINLLAP - (SEE FLOOR PLAN FOR LOCATIONS) 3" MIN COVER (2)#5 REBAR CONT 0'4" 8X16 CONIC. FOOTING D9_� FOOTING GARAGE DOOR 3q'_n° DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF FOUNDATION PLAN f e CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH 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 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS 1/4"=l' -O" CONCRETE SPECS PLUMBING NOTES SLAB- 2500 P.S.I. IN 28 DAYS 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL FOOTERS- 2500 P.S.I. IN 28 DAYS CODES LINTELS- 3000 P.S.I. IN 28 DAYS 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. FILLED CELLS- 3000 P.S.I. IN 28 DAYS 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. ® -INTERIOR BEARING WALL 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE ® DENOTES #5 - ROD IN FILLED CELL STACK. T ® 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. W 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. o0 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING ® FIXTURES. Q 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BI BBS. 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) KLP SDS DESIGN SERMCES 235 S. MARANO AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com UirgCivil Engineering Group, In . CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 `�,yp111fA1►N�,,,` ���MA'� JF`.No 4QO40 ��G E•N vi��.'V�D�d Q. t wv STATE OF .� Al e, S/O N n t�e�`° �ollllriltI �t Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS W U W �- �- N C'7 ® T ® L W No W o0 LL ® Q UirgCivil Engineering Group, In . CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 `�,yp111fA1►N�,,,` ���MA'� JF`.No 4QO40 ��G E•N vi��.'V�D�d Q. t wv STATE OF .� Al e, S/O N n t�e�`° �ollllriltI �t FOUNDATION PLAN Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS FOUNDATION PLAN LEGEND ® #5 - ROD IN FILLED CELL 2x4 FRAME WALL 8" C.M.U. WALL INTERIOR BEARING WALL DENOTES 8'4" PLT. HEIGHT - DENOTES 8'4" PLT. HEIGHT - DENOTES 9'-4" PLT. HEIGHT TTTTTM- DENOTES 10'-0" PLT. HEIGHT - DENOTES OTHER PLT. HT. SEE ELEV. & FLOOR PLAN FOR PLT. HT. INTERIOR 2x4 WALL W/ HEIGHT NOTED ON FLOOR PLAN PLANT SHELF @ 8'-4" (UNLESS OTHERWISE NOTED) CPTH INYL -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. in I a 'drn- 2017/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2017 RESIDENTIAL 6TH 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 2017/140 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 2017 6TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF 0 (V 15'-8" 20 M. BEDRM 14'-4" x 12'-0" ■ 2 -PLY 8'-1"FLAT GIRDER ABOVE ® CARPET 6'-4" 3'-0' 2868 2466 FS,711EI 1 ROD &SH F � o 0 6'-10" 5'-7" s o OPT. JUCUZZI `a ■ TUB & IRR. SHOWER O( 8" 3'-0" 6'-1" BEDRM #2 12' 0" x 174, 8'-0" FLAT CARPET ® H.C. .2868 BATHRO e (SHOWER) 0M IRI \ e—% TUB & 12'-4" OPATIO 1" w PAVERS 2 w 6'-2" _ - ... __4 I mr- 5-0 X 6-8 SGD LIVING RM 13._8" x 17'_7" o VOL C.L.G. TLE 2'-10" 8'-2" U=-1■ 1 1, ■ ■ 12'-6" C I / 42" COUj R N;ER \ 3'-4"F12-7 i FOYER� r7 6'-9" x T-0" 0 2x6FRAM E u7 WET -WALL 8" 9'-0" BEDRM #3 10'-1"x18'_9"�- - �� 3068 8'-0" FLAT 2 -PLY GIRDER ABOVE ■ ■ $n CARPET CI m o 3 -0" 3'-( S HB 20N 18 I EGRESS ODBL-25 6'-10" 6'-10" i / / DINING M 10'4 x 12' VOL TILE i Y-7 4'-0° 2'-0" RIG. WIfIUUD -% 2'-11" KITCHEN 9'-3" x 13'-4" VOL C.L.G. TILE 2668 SOLID \ CD00ORR E NC R JOB TED 2" X 54' 4'-5" 2'-4" S" 1d" DRYWALL 2 -CAR GARAGE 18'-0" x 18'-0" 8'-0" FLAT 2 -PLY GIRDER ABOVE I 120N ��i� 16' X 7' O.H.D. \\�� ■ ■ O ■ ■ zo V-8- 19'-4" 39'-0" FLOOR PLAN 1/4"=V-0" HB PRE-ENGINEERED TRUSSES @ 24" O.C. COMPOSITION SHINGLES ON 15# FELT ON 7/16" OSB OR 15/32" CDX PLYWOOD ALUM. DRIP ALUM. FASCIA 2X4 SUB FASCIA VENT. ALUM. 1'-4" SOFFIT OVERHANG DETAIL 84a SCALE: ["=1'-0" WINDOW SCHEDULE SINGLE HUNG BLOCK WINDOWS CODE ROUGH OPENING SINGLE I DOUBLE SH -12 191 -- 39 --- X --- 26" SQ. FT. CALCULATIONS LIVING 1411 ; LANAI 0 ENTRY 36 OTHER 0 GARAGE 353 UNDER ROOF 1800 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 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH 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 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS KLP SDS DESIGN SERVICES 235 S. MAJUND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Ilf Civil Engineering Group, In . CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 _ p,vettNkar�,'o �•�'o AVEC �b Q�p. 4,Q ®> ® No 40040 M ria r �*/ 20» ° cc TATE: 0 ,yrs •"�.� ' " �. 4 s •ON Ai r,4��® raettu �i►t►�° Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: FLOOR PLAN W U z W ~ N P® �./ W N ® /.®/ C:) O O Z U) Ilf Civil Engineering Group, In . CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 _ p,vettNkar�,'o �•�'o AVEC �b Q�p. 4,Q ®> ® No 40040 M ria r �*/ 20» ° cc TATE: 0 ,yrs •"�.� ' " �. 4 s •ON Ai r,4��® raettu �i►t►�° Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: FLOOR PLAN 101-011 81-011 TRUSS TRUSS BEARING 01-011 FINISH FLOOR ROOF PITCH 1: 5 FINISH GRADE FRONT ELEVATION 1/4"=1'-0" TEXTURED MASONRY FINISH R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. ` I TOTAL AREA OF ROOF TO BE VENTED - 1,800 SQ. FT./ 150= 12 SQ. FT. REQUIRED 2017/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2017 RESIDENTIAL 6TH 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 2017/140 MPH EXTERIOR DOOR REQUIREMENTS ROOF PITCH 12 5 FIBERGLASS ASPHALT SHINGLES 81-011 TRUSS BEARING 01-0n FINISH FLOOR VX 4' O.R.V. 1'X4' O.R.V. 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 12"= 150SQ. FT. @ 30% OF CLEAR VENTILATION= 45 SQ.FT. - — - — -- TEXTURED - — - — - — W — - — - — - — - — - — - — - -- VE 16 c? Z W ~ r 0 — — — — — — — — — — — — N ('O — — — — — — — — — W lap 0 Or- r- (C) ®LL MEN O Z rU) vJ n a_ 1: MASONRVY FINISH MEN SMOOTH MASONRY FINISH FINISH GRADE FRONT ELEVATION 1/4"=1'-0" TEXTURED MASONRY FINISH R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. ` I TOTAL AREA OF ROOF TO BE VENTED - 1,800 SQ. FT./ 150= 12 SQ. FT. REQUIRED 2017/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2017 RESIDENTIAL 6TH 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 2017/140 MPH EXTERIOR DOOR REQUIREMENTS ROOF PITCH 12 5 FIBERGLASS ASPHALT SHINGLES 81-011 TRUSS BEARING 01-0n FINISH FLOOR VX 4' O.R.V. 1'X4' O.R.V. 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 12"= 150SQ. FT. @ 30% OF CLEAR VENTILATION= 45 SQ.FT. FINISH GRADE TEXTURED MASONRY FINISH REAR ELEVATION NTED SOFFIT O.H. DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF EXTERIOR DOORS CONSTRUCTION TYPE V -B SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET NEGATIVE WIND PRESSURES AS DETERMINED OR EXCEED REQUIREMENTS OF THE 2017 FLORIDA BUILDING BY FBCR301.2(2) CODE RESIDENTIAL 6TH EDITION ASCE 7-10 ©EXTERIOR DOORS MUST BE MEET OR EXCEED 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH MIN REQ. OF +33.7 PSF/ -36.7 PSF 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (C) GARAGE DOOR SHALL BE TESTED IN ACCORDANCE 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) © WITH ANSI/DASMA 108 OR TAS202. FBCR 2017 6TH EDITION 1609.7 (1) ENCLOSED BUILDINGS= 0.18 OVERHEAD DOORS MUST MEET OR EXCEED HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) MIN REQ. OF +31.0 PSF/ -35.1 PSF 5. COMPONENTS AND CLADDING: PER FBCR 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS KLP SDS DESIGN SERVICES 235 S. MNIMD ADUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com F_ Ca - — - — - — W — - — - — - — - — - — - — - -- VE 16 c? Z W ~ r 0 — — — — — — — — — — — — N ('O — — — — — — — — — W N W 0 Or- r- FINISH GRADE TEXTURED MASONRY FINISH REAR ELEVATION NTED SOFFIT O.H. DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF EXTERIOR DOORS CONSTRUCTION TYPE V -B SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET NEGATIVE WIND PRESSURES AS DETERMINED OR EXCEED REQUIREMENTS OF THE 2017 FLORIDA BUILDING BY FBCR301.2(2) CODE RESIDENTIAL 6TH EDITION ASCE 7-10 ©EXTERIOR DOORS MUST BE MEET OR EXCEED 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH MIN REQ. OF +33.7 PSF/ -36.7 PSF 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (C) GARAGE DOOR SHALL BE TESTED IN ACCORDANCE 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) © WITH ANSI/DASMA 108 OR TAS202. FBCR 2017 6TH EDITION 1609.7 (1) ENCLOSED BUILDINGS= 0.18 OVERHEAD DOORS MUST MEET OR EXCEED HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) MIN REQ. OF +31.0 PSF/ -35.1 PSF 5. COMPONENTS AND CLADDING: PER FBCR 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS KLP SDS DESIGN SERVICES 235 S. MNIMD ADUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 �`+0,`4�ftss 0 AVF� e,®JPO\G E'N No 40040 ••. q MAY 0 7 '. STAT E c3F-,. w Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: ELEVATIONS W U Z W ~ r N ('O ® LL W N W 0 Or- r- (C) ®LL O O Z rU) vJ n a_ Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 �`+0,`4�ftss 0 AVF� e,®JPO\G E'N No 40040 ••. q MAY 0 7 '. STAT E c3F-,. w Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: ELEVATIONS 2017/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2017 RESIDENTIAL 6TH 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: r WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2017/140 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 2017 6TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF ROOF PITCH 12 5 8'-011 TRUSS BEARING 01-011 FINISH FLOOR ROOF PITCH 12 5 81 -On TRUSS BEARING FINISH FLOOR FIBERGLASS ASPHALT SHINGLES 1'X4' O.R.V. F_ Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS W c� U z W El ® N CIO rr— v! 0 IL W N W D W 0 Li- 0 �z Q ------------------a------------- -- --- -------- 1'X4' O.R.V. c� 0 0 — — — — — — — — — — — — — — — — — — --- TEXTURED MASONRY FINISH FIBERGLASS ASPHALT SHINGLES RIGHT ELEVATION 1/4"=V-0" 1'X4' O.R.V. P!T �___ __ __ -------------------------- TEXTURED MASONRY FINISH LEFT ELEVATION 1/4"=l'—O'; 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 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH 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 2017 6TH EDITION R301. SEE WINDOW AND DOOR REQUIREMENTS KLP SDS DESIGN SERVICES 235 S. MAITEAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com ARc"1Engi,c,HnUGr p,h, . CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 0 4AV "' w�'♦ No 40040 MAY 201J A Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS W U z W ~ ® N CIO rr— v! _ o IL W N W D W 0 Li- O �z Q ARc"1Engi,c,HnUGr p,h, . CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 0 4AV "' w�'♦ No 40040 MAY 201J A ELEVATIONS i A-3 Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS ELEVATIONS i A-3 MATERIALS 1 - f'c precast lintels = 3500 psi. 2. ft prestressed lintels = 6000 psi. 3. fc 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 C270 type M or S. UGENERALNOTES 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 U360 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. s. 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 a. 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. aminal Clear Span Total Lintel Size No Fill Filled Filled No Steel (1)#5 (2)#5 A B 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. 212" 2'8" 32" 0" 4'6" 52" 62" T0" 810" 92" 10'0" 11'2" 20" 28" 134" 10" 16'0" 18'0" 18'8" 20'8" 22'8" 3'6" 0" 4'6" 5'4" 510" 66" 7'6.. 84" 914" 10'6" 114" 12'6" 14" 14'0" 10" 154" 174" 194" 20'0" 214" 20" 2612 3917 2235 3351 2917 3686 3817 1952 2927 1732 2597 1292 1937 1076 1589 989 1236 1281 623 1051 6320 6539 6642 6018 6124 6288 J61 681 5 4956 4049 376- 37 3138 3267 3340 Note; (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. 2" Recessed Door Headers (811x611, filled and unfilled) Total Allowable Superimposed Load - plf Mark No. Nominal Clear Span Door Size Width No Fill Filled No Steel (1) #5 A D-1 D-2 0-3 D-4 D-5 D-6 D-7 D-8 D-9 2'-4" 2'-8" 2'-10" 34" TA" 4'-4" T-4" 64" 1 8'-4" 2'-0" 2'4" 2'-6" 2'-8" 3'-0" 4'-0" 5'-0" 6'-0" 8'-0" 2612 3917 2235 3351 2084 3125 1952 2927 1732 2597 1292 1937 1076 1589 831 1367 623 1051 2" Recessed Door Headers (811x1411, Composite) Total Almable Superimposed Load -Pounds Per Linear Foot Mark No. Mark No. Nominal Clear San Door Size width ed o;#sa,plasFillr B Filled ;1srpls5e C Filled D D-1 D-2 D-3 D-4 D-5 D-6 D-7 0-8 D-9 2'-4" 24" 2'-10" 3'-0" T.4" 4'-4" T-4" 6.4" 8'-4" 2'-0" 2'-4" 2'4" 2'4" 3'-0" 4'-0" 5'-0" 6'-0" 8'-0" 7980 8199 1 8426 6790 7015 7168 6320 6539 6642 6018 6124 6288 5391 5432 5631 4956 4049 4198 3138 3267 3340 2650 2755 2855 2026 2078 2130 - O V 0 0 LL r C) O ° KITCHEN SCALE- I"=1'-0" A N I �1V I CM BATH SCALE- U -Precast Lintel (8"X16" composite) r« A KITCHEN B SCALE -1"=1'-0" BATH D SCALE- I"=1'-0" Total Allowable Su erimposed Load - Pounds Per Linear Foot 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" 22" 2'8" 32" 4'0" 4'6" 52" 62" 7'0" 810" 92" 10'0" 11'2" 12'0" 12'8" 13'4" 14'0" 16'0" 18'0" 18'8" 20'8" 22'8" 2'10" SIB" 4'0" 4'6" 54" 5110" 6'6" 7'6" 8'4" 9'4" 10'6" 11'4" 12'6" 13'4" 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 12374 12591 12867 8488 8680 8871 6868 7023 7178 5772 1 5902 6033 4546 4649 4753 4028 4120 4212 3382 3460 3538 2908 2975 r KITCHEN B SCALE -1"=1'-0" BATH D SCALE- I"=1'-0" Total Allowable Su erimposed Load - Pounds Per Linear Foot 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" 22" 2'8" 32" 4'0" 4'6" 52" 62" 7'0" 810" 92" 10'0" 11'2" 12'0" 12'8" 13'4" 14'0" 16'0" 18'0" 18'8" 20'8" 22'8" 2'10" SIB" 4'0" 4'6" 54" 5110" 6'6" 7'6" 8'4" 9'4" 10'6" 11'4" 12'6" 13'4" 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 12374 12591 12867 8488 8680 8871 6868 7023 7178 5772 1 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 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. 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 NEC111. 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 c ELECTRICAL/LINTEL PLAN I ELECTRICAL LEGEND I CHANDELIER -¢- SURFACE MOUNTED LIGHT WALL MOUNTED LIGHT RECESSED HIGH HAT vP LTJ RECESSED VAPOR PROOF LIGHT SURFACE MOUNT FLUORESCENT FIXTURE RECESSED FLUORESCENT FIXTURE F()_01 HEAT LAMP/ EXHAUST FAN COMBO MOTION FLOOD LIGHT Q JUNCTION BOX 0 EXHAUST FAN TRACK LIGHTING FIXTURE SWITCH 3 WAY SWITCH 4 WAY SWITCH u}o DIMMER SWITCH -0 PUSH BUTTON -CHIME -0 PUSH BUTTON -GARAGE DR OPENER 1/ TIME SWITCH 1A'< WEATHER PROOF SWITCH DEDICATED RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE TO PUSH BUTTON -G. DISPOSAL (D_> WEATHERPROOF RECEPTACLE GROUND FAULT RECEPTACLE QUADRUPLEX RECEPTACLE 220 -VOLT RECEPTACLE ® FLOOR RECEPTACLE 0� BREAKER PANEL LJ ELECTRIC METER UJ MAIN DISCONNECT PANEL []-.I DEDICATED DISCONNECT PANEL ROUTED HIRE TELEPHONE JACK TELEVISION JACK = I INTERCOM -E-1 SECURITY SYSTEM cR CHIMES O THERMOSTAT O TIMER RELAY vD SMOKE DETECTOR co: CARBON MONOXIDE DETECTOR GARAGE DOOR OPENER PADDLE FAN AT CAT 5 INTERIOR PANEL 22,000 AIC 200 AMP 1201240 V NEMA3R 42 GRKT. 3-2iO COPPER W/ 1 #4 COPPER GRND & 2 1/2" PVC TO TRANSFORMER 20' OF #4 BARE COPPER 10 FOOLING STEEL METER AND PANEL BASE 200 A 200 DISC 1 30 ACU 15 GFI 7 #4 COPPER GRND 1/4"=1'-O" JNITcoNo UNIT -1 A/C DISCONNECT ETER #4 COPPER GRIND 2-3; 4' X 10' COPPER CLAD DRIVEN GROUND RODS 200 AMP ELECTRICAL RISER DIAGRAM KLP SDS DESIGN SERVICES 235 S, MNTLMID ADUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd20050uol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 ��111F1111/�� `8 O AVC4 ���>i :• No 40040 IWAY (A Ola STATE OF Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: 1/4" = 11-01 1 ELECTRICAL/ LINTEL PLAN E-1 LU 7U L W ® U) (V (� �® �'1/)L.L WN 1..1_ w - 01-0 O LL J oa_ �Z Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 ��111F1111/�� `8 O AVC4 ���>i :• No 40040 IWAY (A Ola STATE OF Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: 1/4" = 11-01 1 ELECTRICAL/ LINTEL PLAN E-1 WALL SHEATHING 1/2"CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB 24" MAX SPAN BLOCK AS NEEDED 2 1/4"x.099 RING SHANK 6" O.C. EDGES 12" U.C. INTERIOR ROOF SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB- 24" MAX SPAN BLOCK NEEDED FOR HIGH WIND VELOCITY ZONE USE MINIMUN 19/32' COX 5'-0" - - ROOF ELGE 4'-0" 4'-0" © RIDGE 4.0' P 4,-0" © YsY 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"10,10. AND INTERMEDIATE TRUSSES 6" O.C. ROOF EDGE TOP CHORD BLOCKING4-4' O.C. MAX. IN FIRST 2 FRAMING SPACES @ EA. END ROOF SHEATHING -1 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 2X WALL FRAMING 0I' POURED „e LINTEL CONT. 8" CMU (TYP) (3) 1/2"X8" ANCHOR BOLTS OR FILLED W"12X2' X18" WEDGE /8 WASHER AND CELL � a �`� (TYP.) P NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. EXT. FRAME WALL TO BLOCK WALL CONNECTION FOR INTERIOR BEARING FRAME WALL TO CMU USE '1/4"x TAPCONS @ 12" O.C. TO FILLED OR UNFILLED CELL MIN 1 1/2" EMBEDMENT 2x8 SYP ROOF RIDGE —_ SHEATHIP TYP. A35/H2.5 EA. END OF RAFTER 24'" O.C. 2x RAFTERS RAFTER TOPS. w/ 2x4 VERTICAL S TUBS 48" O. . VALLEY FLASHING PER 1507.3.9.2 (2) 12d NAILS STUDS INTO RAFTER A35/H2.5 EA. STUD TO PURLI N MTS12 48" O.C. 11 2 2x4 PURLINS TO CON I. AT VALLEY 'TRUSS BELOW OR ROOF SHEATHING (2) SIMPSON SUS SCREW 1/4 X 5" UNDER VALLEY PURLIN TO 'TRUSS ROOF SHEATHIN UNDER VALLEY PRE-ENG'RE / TRUSSE FOR RAFTERS UNDER 8'4" USE MINIMUM 2- 12D NAILS PER CONNECTION IN LIEU OF CLIP CONVEN'fIONALFRAME ROOF VALLEY DETAIL I IMITI Mr HFI( -.HT (1F STI I(I.S SIZE, #2 GRADE SPACING BLOCKING # OF ROWS MAX HEIGHT 2x4 SPRUCE FIR 16" NONE 8'-0" 2x4 SPRUCE FIR 16" ONE CONT. CAULK BEAD AND 1 1/4" INTO PRECAST 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'-0" 2x6 SPRUCE FIR 16" NONE 9'-0" 2x6 SPRUCE FIR 16" TWO 14'-4" 2x6 SPRUCE FIR 12" THREE 16'4" 2x6 SOUTHERN PINE 16" THREE ITAY 2x6 SOUTHERN PINE 12" THREE 19'-8" 2x8 SPRUCE FIR 16" THREE 18'-0" 2x8 SPRUCE FIR 12" THREE 21'4" 2x8 SOUTHERN PINE 16" THREE 22'-4" 2x8 SOUTHERN PINE 12" 1 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"xi 7/8" WEDGEANCHORS GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMSMEADERS'To BE MIN. SOUTHERN YELLOW PINE 42 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUN. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. 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 AS TM A 653/U-224 G-90 ZINC COATED MIN 26 GA. 4. PREPAINTED DRIP EDGE TO BE ASTM A755 5. VENTILATION OF ATTIC -RATIO TO BE NOT LESS THAN 1/'150 OF FREE VENTED AREA/ CEILING PER FBCR 2017 CHAP 8806.2 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 STUDS 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 FBCR 2017 SEC. 8308.4 12. (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 PT POST. MAX REACTION OF 4600# 13. NOTE ALL BALCONIES TO BE TILE W/ GROUT IN MUD SET OR LIGHT WEIGH T CONCRETE OVER SEAL O FLEX WATER PROOFING SYSTEM OR PEEL -N -STICK ON 3/4" SHEATING NAILED AND GLUETo JOIST 14. CONTRACTOR TO VERIFY W/ WINDOWAND 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" PRESSURE TREATED SHIM --DOOR FRAME TO BLOCK -THRESHOLD BELOW CONDENSOR HOLD DOWN DETAIL DOOR EXTERIORD BARRIER 8" CM ANCHOR DOOR JAMBS TO TYPICAL GIRDER OR POST MASONRY WITH TAPCONS TRUSS TYPICAL # 5 VERTIC 1/4 RND. X MIN 2" TRUSS GROUTED CMU PENETRATION INTO C.M.U. RAFTER) CONT. CAULK BEAD AND 1 1/4" INTO PRECAST MIN THRU DOOR FRAME DOUBLE 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE PLA AND SEE MANUFACTURERS SPECS A2) 2-2X12 HEADER UNLESS 1 ER ISE NOTE FOR WINDOW TO BUCK ATTACHMENT FACTORY KNOCK 2 - 318" x I - 7/8" ouT PLUGS WEDGE ANCHORS JAMB AT EXTERIOR DOOR 0 N.T.S. CONDENSOR UNIT SP4/RSP CONDENSOR HOLD DOWN DETAIL GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. GRADE LINE ffm 8" SILL BELOW ALUMINUM/ VINYLWINDOW CONCRETE SILL BELOW TYPICAL # 5 VERTICAL DOW BUCK TO GROUTED CMU MASONRY WITH TAPCONS PRESSURE TREATED SHIM PE RND. X MIN 2" PENETRATION INTO C.M.U. AND 1 1/4" INTO PRECAST CONT, CAULK BEAD 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 BUCKATTACHMENT WINDOW JAMB 8" CMU N.T.S. i GARAGE DOOR TRACK PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH 1/2" RND. X 8" LONG A.B. @ TOP BOTTOM & MIDPOINT 0 ❑ 01 ❑ I \ �--' GARAGE DOOR 8" CMU —/ # 5 VERTICAL GROUTED CMU CELLS PER PLAN TYP. REBAR LAP @ CORNERS PRESSURE TREATED 1X2 TRIM GARAGE DOOR JAMB 8" CMU N.T.S. /4" PVC VEN! PIPE FURM UDS /•.• — — C/ � •- ORM U05 #5 REBAR POURED CONC 1 LINTEL -- UOLUCK SID VIE, llll Top 1 4" VENT PIPE THRU LINTEL SEE ELEVATION BARRIER R-19 MINIMUN TYPICAL GIRDER OR POST R-30 MAY BE REQUIRED PER TRUSS ENERGY CODE FORM TRUSS (OR RAFTER) MFS12 TO (3) STUDS W/ MIN CONNECTOR DOUBLE TOP PLA ANCHOR REQ'D. A2) 2-2X12 HEADER UNLESS 1 ER ISE NOTE CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTM A527 0 W/ 1 1/4" GALV ROOFING NAILS J ® SP4/RSP 1/2' GYP. CEILING BOARD 1x2 P.T. OR 516" DRYWALL 1x6 FASCIA OVER 2x4 SUB -FASCIA ALT EA. STI SP2/ SP4 REBAR MIN,25' LAP PER ORATED Yw SP2/SP P.T. 1x6 - EXTEND e" AT 32" O.C. BEYOND JAMB ON EACH SIDE 8" CONCRETE PRECAST �z CRIPD STU TYPE, CONFIGURATION AND LSTA 12 SIZE OF WINDOWS VARY REFER TO PLANS AND Ow z� ELEVATIONS 112" GYPSUM BOARD WALL FINISH BEYOND P.T. 1x4 AT SILL m AND LAMBS PRECAST CONCRETE � WINDOW SILL 5/8" STUCCO ON CMU OR �g a MIN. DBL. 2x8 HDR. MIN. R4.1 INSULATION FURRING STRIPS@16"O.C. BASEBOARD LSTA 12 TYP. CONC.SEE ELEVATIONS SLAB W/ 6x6,8"x16" CONIC. BLOCK u-� FILLED CELLS (SEE FLOOR PLAN) FULL LENGTH #5 DOWEL W/ LAP 25" MIN.LAP IN. IT - —I I ASSUMED GRADE n -m STUD/PLATE WALLSTUDS SP1 -6-tOD/4-10D STUD I° E UIRED UNDER BEARING U� TRUSS AT CUT TOP PLATE RA SP2 - 6-IOD16-'10D SP4 - 6-10DX1.5 LSTA1210-10D MID -WALL BLKG. HEADER STUDS CONT. SP1/SP4 OR SPH432" O.C. 11 1 —NAIL PER AT 16" O.C. SCHEDULE NOTE: @ 2 STORY IN LIEU SP1/SP4 1/2"ANCHOR BOLT @ BOTTOM PLATE USE EA. SIDE OF STUDS LSTA 24 STUDS TO RIM (OR 2 ON 1 SIDE) SP4/RSP4 EA. STUD 112"X8" ANCHOR BOLT OR P.T. SILL PLATE 518" X 6" WEDGE ANCHOR MAX 6" FROM HEADER STUDS AND 32" O.C. TYPICAL TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. GRADE LINE ffm 8" SILL BELOW ALUMINUM/ VINYLWINDOW CONCRETE SILL BELOW TYPICAL # 5 VERTICAL DOW BUCK TO GROUTED CMU MASONRY WITH TAPCONS PRESSURE TREATED SHIM PE RND. X MIN 2" PENETRATION INTO C.M.U. AND 1 1/4" INTO PRECAST CONT, CAULK BEAD 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 BUCKATTACHMENT WINDOW JAMB 8" CMU N.T.S. i GARAGE DOOR TRACK PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH 1/2" RND. X 8" LONG A.B. @ TOP BOTTOM & MIDPOINT 0 ❑ 01 ❑ I \ �--' GARAGE DOOR 8" CMU —/ # 5 VERTICAL GROUTED CMU CELLS PER PLAN TYP. REBAR LAP @ CORNERS PRESSURE TREATED 1X2 TRIM GARAGE DOOR JAMB 8" CMU N.T.S. /4" PVC VEN! PIPE FURM UDS /•.• — — C/ � •- ORM U05 #5 REBAR POURED CONC 1 LINTEL -- UOLUCK SID VIE, llll Top 1 4" VENT PIPE THRU LINTEL 6 MIL VAPO!Rj SEE ELEVATION BARRIER R-19 MINIMUN 12 R-30 MAY BE REQUIRED PER TERMITE TREATED ENERGY CODE FORM SEE ELEV. BUILDER TO VERIFY INSULATION ~ REQUIREMENTS PRIOR TO CONSTRUCTION ® SEE TRUSS ANCHOR NM co SCHEDULE FOR TRUSS M ® ANCHOR REQ'D. 00_0 CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTM A527 0 W/ 1 1/4" GALV ROOFING NAILS J ® 6" O.C. 1/2' GYP. CEILING BOARD 1x2 P.T. OR 516" DRYWALL 1x6 FASCIA OVER 2x4 SUB -FASCIA 8" LINTEL BLOCK REINF. Wl CONC. & 1 #5 REBAR MIN,25' LAP PER ORATED ALUM. SOFFIT P.T. 1x6 - EXTEND e" 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 112" GYPSUM BOARD WALL FINISH BEYOND P.T. 1x4 AT SILL MARBLE SILL AND LAMBS PRECAST CONCRETE � WINDOW SILL 5/8" STUCCO ON CMU OR P.T. 1x2 FURRING STRIP HARD[ PLANK SIDING OVER 2x2 P.T. MIN. R4.1 INSULATION FURRING STRIPS@16"O.C. BASEBOARD 2x6 P.T. (g ALL CORNERS TYP. CONC.SEE ELEVATIONS SLAB W/ 6x6,8"x16" CONIC. BLOCK 10/10 W.W.M. FILLED CELLS (SEE FLOOR PLAN) OR FIBERMESH = #5 DOWEL W/ LAP 25" MIN.LAP IN. IT - —I I ASSUMED GRADE 6 MIL VAPO!Rj Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: BARRIER W CLEAN, COMPACTED — —III16 I I I TERMITE TREATED -I_ 2 -NS REBAR FILL Z W ~ SEE FOUNDATION ® DETAILS. NM co ONE STORY BLOCK WALL SECTION ITIE TO HORIZ. BAR 1 1/2" MIN. COVER ._ j'j HOOK ._.__1 MASO RYq NO BLK f WALL $Y5TEM CLEANOUT {2 EQ UIRED OR _: F FOOTING DQWE T. UNLESS NOT SS l�JL REQUIRED I r 25' LAP FF FOOTING W/ HORIZ. REBAR ,, IN 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 KLP SDS DESIGN SERVICES 235 S MAITIAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, Ind CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 `s�t�tfr�rtrrr QJ; +^v r 4✓ No 40040 MA* 072018 '* '. 7 Iza Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS W U Z W ~ r ® NM co �� UJ M ® 00_0 N LL W 0 LL J ® Z �w VJ n 1..1. Civil Engineering Group, Ind CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 `s�t�tfr�rtrrr QJ; +^v r 4✓ No 40040 MA* 072018 '* '. 7 Iza [9111 r_Ii . D-1 Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS [9111 r_Ii . D-1 WEATHER FOLD UP WEATHER MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER & NECESSARY IN CORNERS BARRIER_\TEMPORARILY SECURE THROUGH FLASHING — ANL� r WEATHER EXTERIOR 1 RESISTIVE SHEATHING BARRIER TAPE I SILL PLATE 2 (ASSEMBLED n WINDOW) n 2 in G) �� cn 1E X 0 FLASHING I I FLASHING I I DO NOT FLASH OVER BOTTOM �! NAILING FLANGE FOR OPTIONS) HEAD FLASHING TIE-IN INSTRUCTIONS: \E" 1. CUT, FOLD UP & TEMPORARILY NOTES: SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO 2 O 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 J O 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. 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 DETAIL. N.T.S. EXTERIOR SHEATHING �F9TyF� RFS�s OPTION - A TYPICAL SLIDING GLASS DOOR FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2— J WALL SHEATHING N.T.S. NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOWSILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5, WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LATENTYPICAL FLASHING DETAIL AT SILL PLATE- N. T. S. .T.S. FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B FOR OPTIONS) Z L \E" r \ �P� 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 FLASHING DETAIL 2017 FBC RESIDENTAL SECTION R703.8 FLASHING sized sheet gage), vertical attachment flange of 3'/z foundation plate line on exterior weep screed shall be placed a or 2 inches (51 mm) above paved ter to drain to the exterior of the he attachment flange. The exterior : flange of the weep screed. RAFTER CRICKET AND FLASHING DETAIL N.T.S. TYPICAL ROOF- TO WALL FLASHING DETAIL N.T.S. 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. PLAN VIEW LATH AND STUCCO - "J" METAL FLASHING 4x5 BASE SHINGLES —\ FLASHING 15# FELT - 15/32" C.D.X. OR - 7/16" O.S.B. (MIN. 2.5:12 PITCH) 2x's @ 24" O.G. W/ HUGHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". NOTE: CDX PLYWOOD OR O.B.S. 15# FELT] i 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 KLP SDS DESIGN SERVICES 235 S. MAITIAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 "�Q A ..���� Ir, °o No 40040 P AY t 7 zona Z4/ TAT E .� • P � ���'�lI11A111,r* Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: DETAILS W U Z L r N rr® vJ 2 O LL Lij LL N wa-' ®o LLZ J O Q U)n a_ Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 "�Q A ..���� Ir, °o No 40040 P AY t 7 zona Z4/ TAT E .� • P � ���'�lI11A111,r* Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: DETAILS 22 GA. 1" WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF - TRUSS I HVAC DUCT (RIGID FIBERBOARD) AT LEAST ONE HANGER PER TRANSVERSE PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 1" WIDE 22 GAUGE / STRAP WRAPPING UNDER DUCT AND 1' ATTACHED TO TOP -ICHORD OF TRUSS. DUCT HANG FLEXIBLE DUCTS WITH 1-3/8" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS 1"X 2"X 22 GAUGE CHANNEL 1 ANGLE 4"X 2"X 2" SOFFIT DUCT HANGING DETAIL SCALE: NTS GALV. STEEL OR ALUMINUM DUCT MADE WATERTIGHT. STIFFENERS MAY BE INSIDE. CAULK WEATHER TIGHT /i -SLOPED ROOF AT THE JOINING OF THE PIPE AND THE COLLARED ROOFCAP, CONNECT DUCT INSIDE COLLAR AND SEAL WITH FOIL BACKED TAPE. NOTES, 1. PRIME COAT AND PAINT TO MATCH ROOF COLOR. 2. PROVIDE FLASHING AND COUNTER FLASHING, 3, PROVIDE BIRD SCREEN AND OMIT BACKDRAFT DAMPER FOR BATH EXHAUST USE. MAKE UP / EXHAUST HOOP CAP DETAIL SCALE: N.T.S. CLEAN OUT TEE DRAIN LINE ,AHU TRAP EQUAL TO AHU EXTERNAL STATIC PRESSURE CONDENSATE DRAIN DETAIL N.T.S. NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT' OR CAUSE OUR OF ROUND SHAPE FLEX DUCT SUPPORT IOD HVAC GENERAL NOTES 1. ALL SIZES ARE IN INCHES UNLESS OTHERWISE NOTED. 2. ALL DUCT SIZES ARE INSIDE CLEAR DIMENSIONS. 3. ALL EQUIPMENT AND DUCTWORK SHALL BE SUPPORTED ACCORDING TO SMACNA STANDARDS. 4. SUPPLY AND RETURN DUCTWORK SHALL BE FIBERGLASS MIN. R-6.5 TO COMPLY WITH 2014 FLORIDA ENERGY CODE. ALL FIBERGLASS DUCT TO BE SEALED WITH GLASS FAB AND MASTIC. 5. OUTSIDE AIR AND EXHAUST DUCTS TO BE METAL. (GALVANIZED OR ALUMINUM - WALL CAPS MAY CONTAIN PLASTIC HOUSING AND/OR BACKDRAFT DAMPER) 6. INSULATE DIFFUSER BACKAND NECK WITH R-6.0 BATT INSULATION, SEAL FLEXIBLE DUCT CONNECTION WITH GLASS FAB AND MASTIC. 7. CONDENSATE PIPING TO BE 3/4" SCHEDULE 160 PVC UNLESS OTHERWISE NOTED. 8. MOUNT THERMOSTATS AT 4'-4" A.F.F. 9, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA MECHANICAL CODE 2014 AND 2014 FLORIDA ENERGY CODE. 10. SUCTION REFRIGERANT PIPING TO BE INSTALLED WITH MIN. 3/8" THICK CELLULAR RUBBER ARMAFLEX. 11. ALL EQUIPMENT TO BE INSTALLED WITHIN MANUFACTURER'S SPECIFICATIONS AND SERVICE CLEARANCE REQUIREMENTS. 603.3 Duct classification. UucL^, ;hull be classified based on the nwxirnum operating pressure of lha duct at presswes of positive or negative O.S. 1.0, 2.0, 3.0, 4.0, 6.0 or 10.0 inches (1 inch w.c. =246.7 Pa) of water column. Tile pressure classification of ducts shall equal or exceed 0te design prevurs of thu air distribution in which the ducts wn utilieed, 603.4 Metallic ducts. All metallic ducts shall be constructed as specified in the SMACNA HVAC Duct Construction Standards -Metal and Flexible. Exception: Ducts installed within single dwelling onus shall have a minimum thickness as specified in Table 603.4 TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES FOR SINGLE DWELLING UNITS DUCT SIZE GALVANIZED Miniinum thick (in.) Equivalent galvanised gager.. ALUMINUM MIN IM UM THICKNESS (in.) Round ducts end enclosed U rectangular ducts r �- N ® 14 inches or less 0.0157 20 0.0175 10 and 16 inches 0.0187 26 0.018 20 inches and over 0.0236 24 0.023 Exposed rectangular ducts O �6 T Lam® V / U ) 14 inches Ore 0.0157 28 0.0175 Over 14 inches 0.0187 20 0.018 HVAC DUCT LAYOUT -- :,vr r ten., -,-7 - .._... (1)- 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1"x4" "L" BRACKET TO PAL & (3)-#10 GALV TEX SCREW TO SHROUD 1/4"=1'-O" 6" THICK CONCRETE PAD SHROUD COVER (1) - 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD CONDENSER UNIT HOLD DOWN DETAIL 3 FOR DUCT SIZES S :NSATE :PLANS )N KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 >m, No 40040 '.7 MAY, 72o18 r. Q'., S TATE OF /ON A\- AL01:1 41111111 '+ Uj REVISIONS U Z LU r �- N ® U W 0 L L1J N® ®L..1� O O �6 T Lam® V / U ) a_ Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 >m, No 40040 '.7 MAY, 72o18 r. Q'., S TATE OF /ON A\- AL01:1 41111111 '+ MECHANICAL M-1 Job No. P8987 Drawn By. RR Date: 03-27-2018 Scale: REVISIONS MECHANICAL M-1 1- HETA20 (TYP; 1- H ETA20 (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 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH 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 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS M (TYP.) 1- HETA20 (TYP) 1- HETA20 (TYP) CONVENTIONAL FRAMING SPECS. 2" X 8" SYP #2 RIDGE, HIP & VALLEY CF 2" X 6" SYP #2 RAFTERS 24" O.C. 2" X 6" 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 SIMPSON StrOON1ECTO UPLIFT FASTENERS S LOADS 1 FRAME 2-M rS12's BEAM TO POST (SEE ALT D1) ABU41/ABU66 POST TO SLAB/ BOND BEAM 1680# 28-16d 12-16d/ 5/8"ANCH. MIN 2" SIDE COVER TO EDGE OF SLAB U) N (y. 2-HTS20 STRAPS- GIROER7BEAM TO POST/ MULTIPLE 2800# 48-10dX11/2 18-16d/5/8"ANCH. No W FRAME - STUDSAND I-HTTI6 TOSLAB/BONDBEAM AC.M.U. - 2- HETA20'S GIRDER TO BOND BEAM 25009 24-16d Z Q C.M.U-. MGT TO BOND BEAM 22-10d/ 5/8" ANCH. FRAME - MGT TO INVERTED HTT22ON POST H/I4 4200# WITH 5/8" THREADED ROD 32-16d/ 5/8"ANCH. 1 /4"=1'-0" KLP SDS DESIGN SERVICES 235 S. l ARA AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 ttillieffff►f�A E N No 40040 MAY 0 X2018 rONAll- ,`- Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: TRUSS LAYOUT W U Z W ~ 0 U) N (y. UJ p LL i IeL No W ®O LL J O Z Q n Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 ttillieffff►f�A E N No 40040 MAY 0 X2018 rONAll- ,`- Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: TRUSS LAYOUT 2" WCO 2" 4" PVC TO SEWER LATERAL "E)AMTARY LAYOUT SECTION 905 VENT CONNECTIONS AND GRADES 905.1 Connection. All individual, branch and circuit vents shall connect to a vent stack, stack vent, air admittance valve or extend to the open air. TO SEWER LATERAL 905.2 Grade. All vent and branch vent pipes shall be so graded and connected as to drain back to the drainage pipe by gravity. 905.3 Vent connection to drainage system. Every dry vent connecting to a horizontal drain shall connect above the centerline of the horizontal drain pipe. 905.4 Vertical rise of vent. Every dry vent shall rise vertically to a point not less than 6 inches (152 mm) above the flood level rim of the highest trap or trapped fixture being vented. Exception: Vents for interceptors located outdoors. 905.5 Height above fixtures. A connection between a vent pipe and a vent stack or stack vent shall be made at not less than 6 inches (152 mm) above the flood level rim of the highest fixture served by the vent. Horizontal vent pipes forming branch vents, relief vents or loop vents shall be located not less than 6 inches (152 mm) above the flood level rim of the highest fixture served. 905.6 Vent for future fixtures. Where the drainage piping has been roughed -in for future fixtures, a rough -in connection for a vent shall be installed. The vent size shall be not less than one-half the diameter of the rough -in drain to be served. The vent rough -in shall connect to the vent system, or shall be vented by other means as provided for in this chapter. The connection shall be identified to indicate that it is a vent. 4 Tb CLE ,__AMTARY HSAH SINK KLP SDS DESIGN SERVICES 235 S. MMUND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7549 Email: tkpsd2005@aol.com Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 IAIIit1111111 Pip Ave44 4, Q � r :• No 40040 o: "MY ptz018 rfi „ -T-F-0 F- �U • � , �� +`oma 4�fJg'�0 Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: PLUMBING PLAN P-1 W U WN ® (10 �® �✓ ✓ ® J LL W N W 0 LL _I O d Z Q U) ^^ L.L. Civil Engineering Group, CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION# 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 IAIIit1111111 Pip Ave44 4, Q � r :• No 40040 o: "MY ptz018 rfi „ -T-F-0 F- �U • � , �� +`oma 4�fJg'�0 Job No. REVISIONS P8987 Drawn By. RR Date: 03-27-2018 Scale: PLUMBING PLAN P-1