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HomeMy WebLinkAbout909 Cypress Ave 18-4686 NEW SFHW z C -D M W 0 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 REDD CK RESI'Du'- 1\1 CF'- 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 d 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 1113 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 FBRC 2017 INDEX OF DRAWINGS: CS A-0 A-1 A-3 A-4 E-1 M-1 S-0 D-1 D-2 D-3 COVER SHEET RECON COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER - � � kq. DATE E 0 U N D A T I 0 N PLAN �`��'�'`�"��;�_��"`-��-�'�'��'��, ='t FIRSTL O O R PLAN F' :fiwil"i !;;SUED "HALL BE CONSTRUED TO HE A LICENSE -1'() PROCEED WITH THE WORK AND NOT AS 1"-10111 FY TO VIOLATE, CANCEL, ALTER OFi 5E"F ELEVATIONS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL GORE , NOF! SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, -1 0 CONS RUCTION OR VIOLATIONS OF THIS CODE LLL VATI ON S ELECTRICAL 8c LINTEL MECHANICAL P LAN TRUSS LAYOUT DETAILS DETAILS DETAILS PLAN CO1tIPA.CTION TEST REQUIRED Results to be 11e1-1tw,, at Stab lnspeettu; DEC 0 5 2010 1 KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM 81 X11 fill, ��° p A V) 't '��� � °Y.v°vls,Y GEN r v No 40040 °'.-F Y . Y ° J64 0Yya S TAT• E OF 4YYYAl i>.Y4 JOB NO. P9085 DRAWN BY: TS DATE: 11 /30/18 SCALE: AS SHOWN REVISIONS 0 U W W LL cl� cl� d CL )o O LL. U) 81 X11 fill, ��° p A V) 't '��� � °Y.v°vls,Y GEN r v No 40040 °'.-F Y . Y ° J64 0Yya S TAT• E OF 4YYYAl i>.Y4 JOB NO. P9085 DRAWN BY: TS DATE: 11 /30/18 SCALE: AS SHOWN REVISIONS DESI(3N KEUUIKEMEN 15: 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 - 140MPFI 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 PLUMBING NOTES 1. COMPLY WITH FLORIDA PLUMBING CODE 6TH EDITION AND ALL OTHER LOCAL CODES 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 3. PROVIDE A MINIMUM 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 BIBS. 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 MACHINES, DISHWASHER, ICE MAKER) GAS RISER N.T.S. 0 I N 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 6MIL 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 6'0.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 -_ VALVE KITCHEN RANGE HOT WATER HEATER VENT THROUGH ROOF 2" WCO PLUMBING RISER I 1/4"=l) -O" TO SANITARY SEWER 24'-2" 6'-4' -11" 10'-6" 3'-0" S-0" 7'-2" 20-7 - /- ------------------------- -------------------� � --- _,,.-. ---------------------------------T---------,-J----- _ _ o _ ■ f ® I O O -- 4',_ ` SHOWER F] a BATH & � DW SINK - 25' RECESS p I-0'-4' !' 00 R SHOWER - I" 1 I0 " T -o' 4 I J 4" THICK CONCRETE SLAB (200wPSI) D1 I I-' W/ FIBER MESH OR 6x6 10/10Y`bAlM O" I I l l6 I I OVER EMIL VAPOR BARRIER OVER lb„PVC AICCHASE �I I _ 220 CLEAN COMPACTED TERMITE 3 - I u'-� Q----r-----------� --- �-�--J I TREATED SOIL- �Y l -------------�-- -I ■ o �_ z1 I I 20' I I " \ Q C, IN _F �D1 -) D1 6 -6 r R Q I co SLOPE'---'- 1l i 00 z0 I I I A 0'-0» _. co (26 -0'-4" I I �22 srr. ■ L L----------7 ----� I■■ ■ ■ r26'_ SLO 6'-8" 10'-6" 7'-0" 17'-0" �QN ,r I11S E0 °E 3/4" RECESS I N 32'-0"iN ,.. �- 3/4" RECESS21 ---- II1 ------- - - - - - - - - - - - - - - - - - - - - - ----------------I------------- -0'-4 � Lo ..l ��- 49'-7" 67'-1y -FOUNDATION PLAN 1/4"=V-0" KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005@AOL.COM _ . A.'s.. ® (N ® PLUMBING RISER I 1/4"=l) -O" TO SANITARY SEWER 24'-2" 6'-4' -11" 10'-6" 3'-0" S-0" 7'-2" 20-7 - /- ------------------------- -------------------� � --- _,,.-. ---------------------------------T---------,-J----- _ _ o _ ■ f ® I O O -- 4',_ ` SHOWER F] a BATH & � DW SINK - 25' RECESS p I-0'-4' !' 00 R SHOWER - I" 1 I0 " T -o' 4 I J 4" THICK CONCRETE SLAB (200wPSI) D1 I I-' W/ FIBER MESH OR 6x6 10/10Y`bAlM O" I I l l6 I I OVER EMIL VAPOR BARRIER OVER lb„PVC AICCHASE �I I _ 220 CLEAN COMPACTED TERMITE 3 - I u'-� Q----r-----------� --- �-�--J I TREATED SOIL- �Y l -------------�-- -I ■ o �_ z1 I I 20' I I " \ Q C, IN _F �D1 -) D1 6 -6 r R Q I co SLOPE'---'- 1l i 00 z0 I I I A 0'-0» _. co (26 -0'-4" I I �22 srr. ■ L L----------7 ----� I■■ ■ ■ r26'_ SLO 6'-8" 10'-6" 7'-0" 17'-0" �QN ,r I11S E0 °E 3/4" RECESS I N 32'-0"iN ,.. �- 3/4" RECESS21 ---- II1 ------- - - - - - - - - - - - - - - - - - - - - - ----------------I------------- -0'-4 � Lo ..l ��- 49'-7" 67'-1y -FOUNDATION PLAN 1/4"=V-0" KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005@AOL.COM 6" Tf ICK CONC. QUIP PAD ® 1,111 111$ ! ��e [�0 AVj� X41 i1.Yyaorr rnmar ` ��,,��q No 40040 7 STATE OF JOB NO. REVISIONS P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN FOUNDATION PLAN ® (N ® rn (y) ® vJ� W 1Lj LL ry U O LL C� Q �, U) 6" Tf ICK CONC. QUIP PAD ® 1,111 111$ ! ��e [�0 AVj� X41 i1.Yyaorr rnmar ` ��,,��q No 40040 7 STATE OF JOB NO. REVISIONS P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN FOUNDATION PLAN 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) VEXTERIOR 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 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 WINDOWAND DOOR REQUIREMENTS 0 I cV a 29'-0" 23'-6" 81-4- D VT V V '-4" DVTW 24SH ■ n � m m w Ec L — DW SINK 10'-0" 03) 0> KITCHEN VOL_ GARAGE 1 CAR ® 0 8'-0' CLa I 0� 22 x 36 ATTIC ACCESS LL W PORCH 59'-11" 8'-0" 25 SH OA 25 SH O EGRESS 233 EGRESS 2BSHOWER o ATH 9'-2' 61-2- 9'-0" BEDROOM #1 BATH (3 BEDROOM #2 8�—q CLGL 8'-0' CLCL ROOM 8'-0' CLQ. T ° co LO co crl 5'-0" i S -a' 2�-2' - 3'-4' 3'-8'-6" 3'-8" 3068, ■ 3070 N 1 /S I CSOLIDCORE WOR (GREAT ROOM s —� co W/SEI CLOSING D'cVICE �" -i� Q © VOL I o zasa '0 U Q N � 00 a �i I ■ ■ ■ L I ■ 11'-0' B 68S / i PO's y FIRST FLOOR PLAN' ; w r� w I M 9 "s 50'-9' o CLOSET -N (D I J i � R CLOSET I N 3068 AREA CALCS.- A/C FLOOR AREA 1,305S.F. ENTRY PORCH 64 S.F. GARAGE 310 S.F. TOTAL SQ FT 1,679 S.F. ® (10 81-0 11 UJ 59'-11" 8'-0" 25 SH OA 25 SH O EGRESS 233 EGRESS 2BSHOWER o ATH 9'-2' 61-2- 9'-0" BEDROOM #1 BATH (3 BEDROOM #2 8�—q CLGL 8'-0' CLCL ROOM 8'-0' CLQ. T ° co LO co crl 5'-0" i S -a' 2�-2' - 3'-4' 3'-8'-6" 3'-8" 3068, ■ 3070 N 1 /S I CSOLIDCORE WOR (GREAT ROOM s —� co W/SEI CLOSING D'cVICE �" -i� Q © VOL I o zasa '0 U Q N � 00 a �i I ■ ■ ■ L I ■ 11'-0' B 68S / i PO's y FIRST FLOOR PLAN' ; w r� w I M 9 "s 50'-9' o CLOSET -N (D I J i � R CLOSET I N 3068 AREA CALCS.- A/C FLOOR AREA 1,305S.F. ENTRY PORCH 64 S.F. GARAGE 310 S.F. TOTAL SQ FT 1,679 S.F. 21'-4" ■ r O 0 Lu W.I.C. 9 -4„ Go o Ln - — ATH R M 8'-0' CL cv I ,BTER BEI 8'-0' CLQ I <f' 2868 ® R d I ■ ■ ■ ■ `N /11 25 SH EGRESS 5'-4" 41-0 -- _ KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005®AOL.COM VC) C AV P� NQ40040 1°7 p �0 8 STATE OF pi /} N Ali® JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS ® (10 UJ 0 _< �O O LL vJ VC) C AV P� NQ40040 1°7 p �0 8 STATE OF pi /} N Ali® FIRST FLOOR PLAN JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS FIRST FLOOR PLAN 2017/140 M P H 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) 6 EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/-36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE C 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 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 WINDOWAND DOOR REQUIREMENTS 5/8" STUCCO 5/8" STUCCC 7/8" STUCCO FRONT ELEVATION � VW I v 14 , i= FIBERGLASS SHINGLES �1 5/8 STUCCO k t RIGHT I-EVATION 1/4'=1'-0" 8'-0" BRG T -W HEADER 0'-0" A.F.F. -0'-4"FF JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS rl6c li. TYP /. U) (y) 8'-0" BRG 6'-8" HEADER ® U W uj LL. Li AIL 0'-0" A.F.F. 7-7 — — - 0'- 4" FF O GRADE FRONT ELEVATION � VW I v 14 , i= FIBERGLASS SHINGLES �1 5/8 STUCCO k t RIGHT I-EVATION 1/4'=1'-0" 8'-0" BRG T -W HEADER 0'-0" A.F.F. -0'-4"FF rl KLP SDS DESIGN SERVICES 235 S. MAIUND AVENUE, SUIT 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM ® N ® JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS U) (y) 8'-0" BRG 6'-8" HEADER ® U W uj LL. Li AIL 0'-0" A.F.F. 7-7 — — - 0'- 4" FF O GRADE rl KLP SDS DESIGN SERVICES 235 S. MAIUND AVENUE, SUIT 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM ® N ® 0 4,�.'� Na 40040 �'.. c� a u-4 STATE OF � � A�- JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS U) (y) ® U W uj LL. cr O OLL UJ 0 4,�.'� Na 40040 �'.. c� a u-4 STATE OF � � A�- ELEVATIONS JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS ELEVATIONS 2017/140 M P H 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 M P H 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 OGARAGE 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 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 WINDOWAND DOOR REQUIREMENTS 1 X4ORV ❑❑❑ 5/8" STUCCO 7/8" STUCCO fn 5/8" STUCCO i REAR ELEVATION 1/4"=11-011 Ll w LEFT ELEVATION r 8'-0" BRG 6'-8" HEADER 0'-0" A.F.F. - 0'- 4" FF GRADE FIBERGLASS SHINGLES 5/8" STUCCO 8'-0" BRG T-0" HEADER 16" TYYVP /— U' -U" A.F.F. U'- 4" FF `. GRADE 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 - 1,679 SQ. FT./ 150= 11.19 SQ. FT. REQUIRED TOTAL VENTILATION PROVIDED- 44.75 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- 120 LN. FT. X 1211= 120 SQ. FT. @ 30% OF CLEAR VENTILATION= 36 SQ.FT. KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM NN 0 AV)jj �t0� ° E No 40040°off w � a a e ATE OF B NO. 085 FP9 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS N � o ® U^ (y) ® U) U 0- Cr 01-00�O U O IL ,.� o Z UJ NN 0 AV)jj �t0� ° E No 40040°off w � a a e ATE OF ELEVATIONS B NO. 085 FP9 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS ELEVATIONS MATERIALS 1 - f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi wl maximum 318" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 wl 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. 7132 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 5-112" 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. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lied 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. e. All safe loads in units of pounds per linear foot. U -Precast Lintel (8"X16" composite) Total Allowable Su erimposed Load - Pounds Per Linear Foot Mark No. 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 LA (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" 2'2" 2'8" 3'2" 4'0" 4'6" 5'2" 6'2" 7'0" 8'0" 9'2" 10'0" 11'2" 12'0" 12'8" 13'4" 14'0" '16'0" 18'0" 1818" 20'8" 22'8" 2'10" 3'6" 4'0" 4'6" 5'4" 5'10" 6'6" 7'6" 8'4" 9'4" '10'6" 11'4" 12'6" 13'4" 14'0" 14'8" 115'4" 17'4" 194" 20'0" 21'4" 24'0" 12374 12591 '12867 8488 8680 8871 6868 7023 7178 5772 5902 6033 4546 4649 4753 4028 4120 4212 3382 3460 3538 2908 2975 3042 2548 2607 2666 2215 2267 23'19 '19'18 '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 '10'17 1063 880 913 954 740 775 801 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. ?'TATER HEATER (2) 2" Recessed Door Headers (8 x14 I Composite) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. Nominal Door Clear Size San VVidth Filled (0)#56,(1)#5T B Filled Filled (1)#5T(1)#56 (1)#5B,(2)#5T C D D-1 D-2 D-3 D•4 D-5 D-6 D-7 D-8 D-9 2'-411 2'-811 2'-10" 3'-0" 3'-4" 4'-4" 5'-4" 6'-411 8141 2'-0" 2'-4" 2'-611 2'-811 3'-0" 4'-011 5'-011 6'-0" 8'-0" 7980 8199 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 No I AA 2=12 I W AUP 12424D V hEYA ]R 55 CRKT. }20 C� R s21z�r.� 27 Cm x =Ai=_ CC?PER METER AND PANEL BASE GFI 44 COPPER GRND 6' MIN. 2- 314'X 10' COPPER CLAD DRIVEN GROUND RODS 200 AMP ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND _ - CHANDELIER @__% WEATHER PROOF RECEPTACLE xv 1 3.00 TON 5.40 GROUND FAULT RECEPTACLE 7 SURFACE MOUNTED LIGHT EVA QUADRUPLEX RECEPTACLE K(- YY WALL MOUNTED LIGHT 4 0.00 0.00 220 -VOLT RECEPTACLE EVA RECESSED HIGH HAT Qs FLOOR RECEPTACLE 1 3.00 EVA 0.67 3.67 ® BREAKER PANEL SOI VP L- J RECESSED VAPOR PROOF LIGHT SURFACE MOUNT RECESSED FLUORESCENT FIXTURE Ri D METER MAIN DISCONNECT PANEL OELECfRIC F - - _1 L'. - J EVA TOTAL CONNECTED LOAD FOR HVAC=YSTEIiS 9.07 RIP-01T HEAT LAMP/ EXHAUST FAN COMBO 9. 0.7 DEDICATED DISCONNECT PANEL II. OTHER LOAD- ROUFED tMRE 5.04 EVA MOTION FLOOD LIGHT a TELEPHONE JACK O JUNC'nON BOX O TELEVISION JACK ® EXHAUS'rFAN ?'TATER HEATER (1) 4.50 EVA ?'TATER HEATER (2) INTERCOM DISHWASHER TRACK LIGHTING FIXTURE I - DISPOSAL 4�9_ SWITCH I LJ SECURI rY SYSTEM 1'69. 3 WAY SWITCH cri CHIMES 16+ 4 WAY SWITCH EVA MICROWAVE CIRCUIT 2.50 EVA OTHERMOSTAT 0.00 EVA DIMMER SWITCH 0.00 EVA PUSH BUTTON -CHIME QT TIMER RELAY 36.54 PUSH BUTTON -GARAGE OR OPENER s D coa SMOKE DETECTOR EVA rIME SWITCH 1.0.62 CARBON MONOXIDE DETECTOR = WEATHER PROOF SWITCH col 9 HVAC LOADS 9.07 EVA OTHER LOAD GARAGE DOOR OPENER B DEDICATED RECEPTACLE '20,69 EVA MINIMUM SERVICE SIZE DUPLEX RECEPTACLE 110/120 AMPS PADDLEFAN SWITCH ACTIVATED RECEPTACLE pO PUSH BUTTON -G. DISPOSAL nT CAT 5 Deceritber 4, 2010 Reddick Reviderice 909 Cypre_-s Ave. Sanford, F1. I. HVAC LOADS JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 EVA 2 r.00 TON 0.00 EVA 3 0.00 TON 0.00 EVA 4 0.00 0.00 0. 00 EVA ZONE HIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 3.00 EVA 0.67 3.67 EVA 2 0.00 EVA 0.00 EVA 3 0-00 KVA 0.00 EVA 4 0.00 EVA 0.00 EVA TOTAL CONNECTED LOAD FOR HVAC=YSTEIiS 9.07 EVA DEMAND LOAD @ 100% 9. 0.7 EVA II. OTHER LOAD- ,3EHERAL LIGH'T'ING 1679 SQ. FT. @ 3VA/SQ. FT 5.04 EVA S4ALL APPLIANCE CIRCUITS 3.00 EVA LAUNDRY CIRCUIT 1.50 EVA DRYER CIRCUIT 5.00 EVA ?'TATER HEATER (1) 4.50 EVA ?'TATER HEATER (2) EVA DISHWASHER 2.20 EVA DISPOSAL 0.80 EVA RANGE/OVEN (1) 12.00. EVA Rr,TTGE/OVEN (2) a . 01) EVA COQKTOP CIRCUIT 0.00 EVA MICROWAVE CIRCUIT 2.50 EVA BOATHOUSE CIRCUIT 0.00 EVA FOOL CIRCUIT 0.00 EVA 0.00 TOTAL CONNECTED TOAD (OTHER LOADS) 36.54 EVA 1ST 10 EVA (OTHER LOADS)@ 100% 10.00 EVA REMAINDER (OTHER LOAD=)@ 40Y 1.0.62 EVA, TOTAL DEMAND LOAD (OTHER LOADS)) 2.0. 62 EVA HVAC LOADS 9.07 EVA OTHER LOAD 2.0.62 EVA TOTAL DEMAND LOAD '20,69 EVA MINIMUM SERVICE SIZE 123.69 AMPS RECOMMENDED SERVICE SIZE 150.00 AMPS 1ST FLOOR ELECTRICAL 1/4"=1 b-012 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/14. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING UNITS TO BE "AFCI" PROTECTED PER ARTICLE 210.12 NEC2014, GROUND -FAULT CIRCUIT -INTERRUPTER FOR PERSONAL 210.8, BONDING OF OTHER SYSTEM 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 2014 NATIONAL ELECTRICAL CODE KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS U ®c� Q U 9 U • u ®" 0 ;4 Z U) 1/4"=1 b-012 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/14. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING UNITS TO BE "AFCI" PROTECTED PER ARTICLE 210.12 NEC2014, GROUND -FAULT CIRCUIT -INTERRUPTER FOR PERSONAL 210.8, BONDING OF OTHER SYSTEM 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 2014 NATIONAL ELECTRICAL CODE KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM �".�� o AVS r s9' CA ° ° ° a .... 9 q ��a✓� ° No 40040 k ° `{ r' °a....... JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS U ®c� Q U W U ®" 0 Z U) �".�� o AVS r s9' CA ° ° ° a .... 9 q ��a✓� ° No 40040 k ° `{ r' °a....... FIRST FLOOR ELECTRICAL PLAN E-1 JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS FIRST FLOOR ELECTRICAL PLAN E-1 22 GA. 1 " WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN ECTION HVAC DUCT (RIGID FIBERBOARD) 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF— TRUSS I 1"X 2"X CHANNEL AT LEAST ONE HANGER PER TRANSVERSE JOINT 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 CHORD 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 �Cy 14,. I 22 GAUGE ANGLE 4"X 2"X 2" SOFFIT DUCT HANGING DETAIL SCALE: NTS CT GALV. STEEL OR ALUMINUM DUCT MADE WATERTIGHT. STIFFENERS MAY BE INSIDE. /CAULK WEATHER TIGHT ," 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 UI / EXHAUST ROOF CAP DETAIL SCALE: N.T.S. (-1 I C A N I n I I -T- -T-17 r- -I U (1) - 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1"x4" - "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD 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 HVAC GENERAL NOTES 1. ALL SIZES ARE IN INCHES UNLESS OTHERWISE NOTED. 2. ALL DUCT SIZESARE INSIDE CLEAR DIMENSIONS. 3. ALL EQUIPMENT AND DUCT`NORK SHALL BE SUPPORTED ACCORDING TO SMACNA STANDARDS. 4. SUPPLY AND RETURN DUCTNORK SHALL BE FIBERGLASS MIN. R-6.5 TO COMPLY `MTH 2017 FLORIDA ENERGY CODE. ALL FIBERGLASS DUCT TO BE SEALED IMTH 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 BACK AND NECKIMTH 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 OTHER`MSE NOTED. 8. MOUNT THERMOSTATS AT 4'-4" A.F.F. 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA MECHANICAL CODE 2017 AND 2017 FLORIDA ENERGY CODE. 10. SUCTION REFRIGERAAIT PIPING TO BE INSTALLED WITH MIN. 3/8" THICK CELLULAR RUBBER ARMAFLEX. 11.ALL EQUIPMENT TO BE INSTALLED `MTHIN MANUFACTURER'S SPECIFICATIONS AND SERVICE CLEARANCE REQUIREMENTS. TRAP EQUAL TO AHU EXTERNAL STATIC PRESSURE CONDENSATE DRAIN DETAIL N.T.S. n'_r)" AAAYIRA1 IN NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING 2. SUPPORT SYSTEM MUST NOT DAMAGE DUC"f OR CAUSE OUR OF ROUND SHAPE FLEX DUCT SUPPORT 1ST FLOOR MECHANICAL I S FOR DUCT SIZES -3 .NSATE : PLANS )N 3 1 itsII 1 1 LI�:7ClP►[iTX;��1I1T1 .� 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005®A0L.00M JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS �a � ® N :. U) Cy7 Q W__jUJ S FOR DUCT SIZES -3 .NSATE : PLANS )N 3 1 itsII 1 1 LI�:7ClP►[iTX;��1I1T1 .� 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005®A0L.00M ° M1f ° d NO 40040 a°per yy ° S TATE OF t O R ON Ag JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS � ® N ® U) Cy7 Q W__jUJ UJ U— !� U O LL � 0 0-) z (y)U)LL__ I ° M1f ° d NO 40040 a°per yy ° S TATE OF t O R ON Ag FIRST FLOOR MECHANICAL PLAN M-1 JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS FIRST FLOOR MECHANICAL PLAN M-1 0 I N DESIGN REQUIREMENTS: Q I T T 1-H 00 11 w 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 WINDOWAND DOOR REQUIREMENTS FIRST FLOOR PLAN. q .j, A Strong -Tie LOADS FASTENERS SYP SPF SIMPSON CONNECTORS FASTENERS WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20 U-1810# 28-16d 10-10dx1 1/2 2 -PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20 U-2500# W 12-16d WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MTS12 U-840# U-730# 14-10dx1 1/2 GIRDER TRUSS/BEAM TO WOOD FRAMING = (2) HTS202-PLY U-1680# U-1460# 28-16d C.M.U. 2- HETA20'S GIRDER TO BOND BEAM 2500# 24-16d WOOD TRUSS TO WOODTRUSS = (1) HUS26 U- 1390# 14-16d FRAME MGT TO INVERTED HTT22 ON POST R- 10000# 4200# WOOD GIRDER TO WOOD GIRDERTRUSS U- 3415# WITH 5/8" THREADED ROD 58-16d 2PLY TYPICAL = (1) HGUS48 32-16d/ 5!8"ANCH. R- 7890# U-595# U-510# CONVENTIONAL FRAMED JOINTS = (1)-A35A R-595# R-510# 12-8dx1 1/2 FOR MISSED 1)HETA20 USE I HTSM16 1-U-1 175# 1- U-10209 4-1/4" X 2 FOR MISSED (2)HETA20 USE (2� HTSM16 12-U-20# 2- U-1800#1& 10- 10D'S4PER TRAP " UNLESS OTHERWISE NOTED (3) LSTA24 MAY BE USED IN LIEU OF (2) HTS20 OR (3)- CS16 STRAPS .sw.. . S l M PS®N Strong -Tie UPLIFT FASTENERS CONNECTORS LOADS 1 FRAME 2-MTS12's BEAM TO POST (SEE ALT D1) ABU44/ABU66 POST TO SLAB/ BOND BEAM 1680# 28-16d 12-'16d/ 5/8"ANCH. MIN 2" SIDE COVER TO EDGE OF SLAB W 2 2- HTS20 STRAPS- GIRDER/BEAM TO POST/ MULTIPLE STUDS AND 1- HTT16 TO SLAB/ BOND BEAM 2900# 48-10dx1 1/2 'I8 CL s!P LL„ -16d/ 5/8"ANCH. C.M.U. 2- HETA20'S GIRDER TO BOND BEAM 2500# 24-16d C.M.U. MGT TO BOND BEAM 22-10d/ 5/8" AN CH. FRAME MGT TO INVERTED HTT22 ON POST H/I 4 .sw.. . S l M PS®N Strong -Tie UPLIFT FASTENERS CONNECTORS LOADS 1 FRAME 2-MTS12's BEAM TO POST (SEE ALT D1) ABU44/ABU66 POST TO SLAB/ BOND BEAM 1680# 28-16d 12-'16d/ 5/8"ANCH. MIN 2" SIDE COVER TO EDGE OF SLAB W 2 2- HTS20 STRAPS- GIRDER/BEAM TO POST/ MULTIPLE STUDS AND 1- HTT16 TO SLAB/ BOND BEAM 2900# 48-10dx1 1/2 'I8 CL FRAME • LL„ -16d/ 5/8"ANCH. C.M.U. 2- HETA20'S GIRDER TO BOND BEAM 2500# 24-16d C.M.U. MGT TO BOND BEAM 22-10d/ 5/8" AN CH. FRAME MGT TO INVERTED HTT22 ON POST H/I 4 4200# WITH 5/8" THREADED ROD 32-16d/ 5!8"ANCH. r4— KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005®A0L.00M ,��� ,SPP • •\ � (; � Al S "��r '��,� .104 !"1 °•• Y � ° °�� w� ••• No 40040 STATE O F rte- -- — e ,��, fir+ JOB JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS W W W w CL W LL„ ® LL (3)U) ,��� ,SPP • •\ � (; � Al S "��r '��,� .104 !"1 °•• Y � ° °�� w� ••• No 40040 STATE O F rte- -- — e ,��, fir+ TRUSS JOB JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS TRUSS 1/2" DRYWALL 2x4 STUDS 16" O.C. TYP. CONC. SLAB 2x4 P.T. BOTTOM W( 6 x 6, 10/10 W.W.M. PLATE CONTINIOUS OR FIBERMESH 1/2" x 8" J BOLTS OR VARIES 5/8" x 6" WEDGE ANCHOR BOLTS — 32" O.C. 4 ^ . a° o .' 6 MIL VAPOR BARRIER T CLEAN, COMPACTED 16 (2) 95 RE -BAR TERMITE TREATED __ N1 25" MIN. LAP FILL TYP. WALL SECTION INTERNAL BEARING STEP DOWN 6 SINGLE STORY CMU COLUMN 11 [IL-21DGRADE W/ 1#5 (1) #5 RE -BAR VERTICAL IN SEE NOTES r� PADS. FOR SIZE II AND RE -BAR CUANT -� FILLED CELL TO SLAB PAVERS GRADE 8" CMU d ; (SEE FLOOR PLAN FOR LOCATIONS) 16" �. 20" A / B PAD SIZE AND FILLED 'd. REBAR QUANTY TYPICAL COLUMN PAD SCHEDULE 11 11 A 24X24X'1(3 W/ 3#5 a REBAR EACH WA( vv 01B 36XWX'16 W14#5 = (2)#5 REBAR CONT. (1) STORY REBAR EACH WAY (1)95 REBAR CONT. LU �— 8" CMU TYP. CV 4" 2500 PSI CONC. SLAB CHAIR W/FIBERMESH OVER z BLOCK 6 MIL VAPOR BARRIER ON OPTIONAL PATIO SLAB CLEAN WELL COMPACTED TERMITE TREATED SOIL 1–TI�-TI : ,--_S W GRADE BOTTOM OF FTG. I I Ij�� 12" BELOW GRADE -T>J I I I-111- (1) 95 RE -BAR VERTICAL IN (MIN.) '< '-4 ONE STORY FOOTING FILLED CELL w/ 25" MIN. LAP (SEE FLOOR PLAN FOR LO o' -a" CATIONS) (2)#5 REBAR CON -T. 25" MIN. LAP 0:_4�� 3" MIN COVER (1)#5 REBAR CONT w 8" CMU TYP. o a Z A VARIES .F.F. 4" 2500 PSI CONC. SLAB rte-- W/FIBERMESH OVER III JJ1 iLl_ 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED 3RADE IITIITIlf TERMITE TREATED SOIL Z –r (1) #5 RE -BAR VERTICAL IN z =FILLED CELL w/ 25" MIN. LAP (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„ 2 1 STORY FTG. @GARAGE 16" x V. 15 FORM + POUR TYPICAL 4" SLAB CONC. STEPS 17 8" CMU TYP. RECESS SLAB 3/4" FOR S.G.D. PATIO SLAB 00 Z GRADE ..+ c cn U) T' I I I–III- (1) #5 RE -BAR VERTICAL IN BOTTOM OF FTG.B -ILLED CELL w/ 25" MIN. LAP 12" BELOW GRADE ., (SEE FLOOR PLAN FOR LOCATIONS) (MIN.) 0wo (2)95 REBAR CONT. (1) STORY 0' 4"(3)#5 REBAR CONT.(2) STORY 0'-4 3" MIN COVER 1-4" (1) STO Y v-8"(2) STORY 22 FOOTING @ S.G.D. GARAGE DOOR 8" CMU TYP. BUCK & TRACK RECESS SLAB 3/4" FOR O.G.D. 5 DRIVEWAY iff 11 1- 95 IN THICKENED EDGE r – 1 #5 RE -BAR VERTICAL IN BOTTOM OF FTG.= ILLED CELL w/ 25" MIN. LAP 12" MhgW GRADE o (SEE FLOOR PLAN FOR LOCATIONS) l) 3" MIN COVER (2)95 REBAR CONT. 25" MIN. LAP SINGLE STORY 0' 4" 0'-4" 8x16 (3)#5 REBAR CONT. 25" MIN. LAP TWO STORY V-4" 10X20 25iFOOTING GARAGE DOOR 4" 2500 PSI CONC. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED SOIL --.- 0 3" MIN 1 #5 CONT 4„ 8" 14 STEP DOWN THICKENED EDGE 16" MAX 4 ° �MINER 01. P ' 2 #5 CONT 1 (� TYPICAL FOOTING STEP 1/2" D O ROOF SHEATHING 11 [IL-21DGRADE 17 CDX PLYYdC100 CR 7/10' OSB (1) #5 RE -BAR VERTICAL IN _—III—II I I II FOR -.4;{ Yd1.D VELOCRY ZONE FILLED CELL TO SLAB USE LT11.I1JU11 13132' CDX 6" O.C. EDGES & 12" O.C. INTERIOR 8" CMU d ; (SEE FLOOR PLAN FOR LOCATIONS) ROOF E 4 E CONNECTOR '� (3) 1/2"X8" ANCHOR BOLTS FILLED 'd. OR 5/8" X 8" WEDGE ANCHORS 1-1 I I W/ 2"X2"X1/8 WASHER AND 0 0 T a BOTTOM OF FTG. 12" BELOW GRADE vv P = (2)#5 REBAR CONT. (1) STORY (MIN.) �_ FOR INTERIOR BEARING FRAME WALL TO CPAU 1 •1 (3)#5 REBAR CONT.(2) STORY UNFILLED CELL MIN 1 SHEAT-r.11.G SHALL BE FASTENED WITH MIN. 2 25" MIN. LAP V-8" ZCNE 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. 3" MIN COVER ROOF EDGE 2x6 SOUTHERN PINE TCP CHCRD BLOCKING4'4" O.C. MAX. 1'-4" (1) STORY IN FIRST 2 FRAMIIiG SPACES @ EA. END 2x6 SOUTHERN PINE ROCF SHEATHING 1 STORY NOTED ON THE ROOF PLAN. o / SP2/SPQ) 1'-8" (2) 26 Lt FOOTING a PORCH 3" MIN 1 #5 CONT 4„ 8" 14 STEP DOWN THICKENED EDGE 16" MAX 4 ° �MINER 01. P ' 2 #5 CONT 1 (� TYPICAL FOOTING STEP 1/2" D O ROOF SHEATHING WALL SHEATHING 17 CDX PLYYdC100 CR 7/10' OSB 1/2" CDX PLYWOOD OR 7/16" OSB FCR 7115 OS3- 24' VAX SPAIJ BLOCK NEEDED FOR 7/16 OSB 24" MAX SPAN BLOCK AS NEEDED FOR -.4;{ Yd1.D VELOCRY ZONE 2.5"X0.131" RING SHANK GUN NAILS USE LT11.I1JU11 13132' CDX 6" O.C. EDGES & 12" O.C. INTERIOR 8" CMU d ; (TYP) ROOF E 4 E CONNECTOR '� (3) 1/2"X8" ANCHOR BOLTS FILLED 'd. OR 5/8" X 8" WEDGE ANCHORS 1 �0 0 W/ 2"X2"X1/8 WASHER AND RIDGE NUT SPACED EVENLY FROM a FLOOR TO BOND BEAM. SET (2) 2"X8" P 0 0 p_ 4'-T FOR INTERIOR BEARING FRAME WALL TO CPAU RGCF ATTACHMENT PLAN UNFILLED CELL MIN 1 SHEAT-r.11.G SHALL BE FASTENED WITH MIN. 2 25'X2131' RING SHANK GUN NAILS V-8" ZCNE 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. ZCNE 3 EDGES TRUSSES 4" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOF EDGE 2x6 SOUTHERN PINE TCP CHCRD BLOCKING4'4" O.C. MAX. THREE IN FIRST 2 FRAMIIiG SPACES @ EA. END 2x6 SOUTHERN PINE ROCF SHEATHING 1 r NOTED ON THE ROOF PLAN. o / SP2/SPQ) THREE 18'-0" Lt 12" L F_U) J_ 16" co co BUILDING LENGTH RCCF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING Sis4.GLE-SHALL COMPLY `AITH ASTMD225 OR ASTMD3462 FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD AJ.D PEI.ETRATE RC -CF SHEATHING 3/4" MIN (6) PER SHINGLE PER I.WIUF. SPECS ,e 2X WALL FRAMING HEADER/STUD/STRAP CHART MAX HEIGHT J1. POURED TRUSS LINTEL TRUSS CONT. 8" CMU d ; (TYP) W/ MIN CONNECTOR '� (3) 1/2"X8" ANCHOR BOLTS FILLED 'd. OR 5/8" X 8" WEDGE ANCHORS CELL a ' ��' W/ 2"X2"X1/8 WASHER AND (TYP.) NUT SPACED EVENLY FROM a FLOOR TO BOND BEAM. SET (2) 2"X8" IN JOINTS PRIOR TO FILLING. EX -r. FRAME WALL TO P8 STUD BLOCK WALL CONNECTION FOR INTERIOR BEARING FRAME WALL TO CPAU USE 1/4"x TAPCONS @ 12" O.C. TO FILLED OR UNFILLED CELL MIN 1 1/Z" EMBEDhIEI`IT GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. PRESSURE TREATED SHIM —DOOR FRAME TO BLOCK ,-THRESHOLD BELOW 1"EXTER'OR DOOR 3" AfiCHOR DOOR JAMBS TO CMU -/TYPICAL # 5 VERTI " ry AfaSONRY WITH TAPCONS GROUTED CMU yRND. X MIN 2" tIETRA'nON INTO C.M.U. CONT. CA4A_<3•EAa AND 1 1/4" INTO PRECAST THRU DOOR FRAME FROM EDGE AND 12" O.C. IF 1 1R" BUCK IS US=D FCS GFeITAPCON NOTE AND SE_ MANU7.,d;T1jRERS SPECS FOR VATI OW TO 34.ICKATTACHMENT JAMB AT EATER C4R CC/_'w4 N.T.S. GRADE LINE GARAGE DOOR TRACT PR=SSUR= TREATED 2X6 `hOOD JA'dAy'i:lfOR TO rC'lATH 3LOC 3 1/Z" RND. X 3' LO; iG A.3. @ TOP BOTTOM & MIDPOINT 1/2" SILL BELOW ALUMINUM/ VINYLWINDOW 8" C M CONCRETE SILL BELOW TYPICAL # 5 VERTICAL r DOW BUCK TO GROUTED CMU MASONR NI TFi TAPCONS PRESSURE TREATED SHIM PE RND. X MIN 2" PENETRATION IN'f0 C.M.U. AND 1 '1/4" INTO PRECAS�r CONT. CAULK BEAD THRU WINDOW FRAME 6" FROM EDGE AND 12" O.G. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOWTO BUCK ATTACHMENT WINDOW JAMB 8" CMU N.T.S. I HH ° H J GARAGE DOOR PRESSURE TREATED 1X2 TRIM 3" C?AU # 5 VERTICAL GROUTED CMU CELLS PER PLAN GARAGE DOOR JAMB 8" CMU N.T.S- (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST TO MAX REACTION OF 46009 4x4 PARRALM POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS SPACING HEADER/STUD/STRAP CHART MAX HEIGHT TYPICAL GIRDER OR POST MAXIMUM TRUSS FULL LENGTH TRUSS (OR RAFTER) (2) MTS12 TO (3) STUDS W/ MIN CONNECTOR DOUBLE TOP PLA' . 2-2X12 HEADER UNLESS (2) 2"X6" 51-1" 1 \ 1 (2) 2"X8" C -rKE ISE NOTE SP4/SP RSP4 E P8 STUD 1 /> 8'-2" 2 ALT 2 SP2/ SP4/SP6/SP8 V-8" 2 2 2 'SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON 2x6 SOUTHERN PINE AT 32" O.C. THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS. "ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON THE ROOF PLAN. w Yp Lij4 / SP2/SPQ) THREE 18'-0" 2x8 SPRUCE FIR 12" THREE F_U) CpIUDIc U 16" LSTA 12 22'-4" 2x8 SOUTHERN PINE 12" ¢ 24'-0" c9 z- m �0- MIN. DBL. 2x8 HDR. ap STA 12 FULL LENGTH oLL-) STUD/PLATE WALL STUDS U SP1 - 6-1 OD/4-1 OD STUD I` EQUIRED NDER BEARING RA F OR TRUS AT CUT TOP PLATE SP2 - 6-1 OD/6-1 OD SP4 - 6-10DX1.5 LSTA1210-10D MID -WALL BLKG. CONT. HEADER STUDS SP1/SP4/SP6/SP8 AT 32" O.G. —NAIL PER 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) JL 1/2"X8" ANCHOR BOLT @ P.T. SILL PLATE SP4/SP6/SP8 RSP4 EA. STUD OR 5 /8" x6" WEDGE ANCHORS MAX 6" FROM HEADER STUDS TYPICAL FRAMING AND AND 32" U.C. -TYPICAL CONNECTIONS FOR OPENINGS GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS 1'0 BE SPRUCE #2 MINIMUM. MAXIM. 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 LAI"ERAL FORCES 3. ALL GALVANIZED STEEL FLASHING IO BE ASTM A 6531D-224 G-90 ZINC COATED MIN 26 GA. 4. PRE -PAIN I ED DRIP EDGE TO BE ASTM A 755 5. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS I ]AVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION 6. VEN TILAHON OF AI TIC -RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED AREA/ CEILING PER FBC 2017 GTI I EDITION CHAP R806 BUILDER TO VERIFY LOCATION 7. SECURE CONDENSER UNIT WITH 1 /4"x3" rAPCONS 98"O.C. MAX AND (2) Al- CORNERS. 8. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FAS IEN © & O.C. 9. 114" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRATE STUDS 1-1/ 2" SEE MANUF. SPECS. 10. S IUCCO TO BE 518" OVER CMU OR 718" ON METAL LATI IE OVER WOOD 11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2014 5TH EDITION SEC. R308 12. (3) 5TUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P T POST. MAX REACTION OF 46009 16. ATTIC ACCESS REQ. 22"x36" W1 SWITCHED LIGIIT 17. V DOOR CUT FOR AIR RETURN 18. 1.3/8" SOLID CORE DOOR REQUIRED BE I WEEN GARAGE AND LIVING W/AUTO CLOSER (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST TO MAX REACTION OF 46009 4x4 PARRALM POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS SPACING HEADER/STUD/STRAP CHART MAX HEIGHT I/2 S.Y.P. MAXIMUM HEADER STUDS) FULL LENGTH 5-rRAP(S) AT HEADER SPAN @ EACH END STUDS @ EACH EACH END OF SIZE 12'-0" 2x4 SPRUCE FIR END HEADER (2) 2"X6" 51-1" 1 1 1 (2) 2"X8" 6'-0" 1 1 1 (2) 2"X10" 8'-2" 2 2 2 (2) 2"X1'2" V-8" 2 2 2 'SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON 2x6 SOUTHERN PINE SP4 OR USP SPT4 @ EA. JACK STUD. THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS. "ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON THE ROOF PLAN. 2x8 SPRUCE FIR LIMITING HEIGHT OF STUDS SIZE, #2 GRADE SPACING 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'-0" 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'-0" 2x6 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" SECURE CONDENSOR UNIT AS SHOWN- W/2- 3/8"x1 7/8" WEDGEANCHORS 6" THICK CONCRETE PAD (1) - 3/8" x 1 - 7/6" J11 WEDGEANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD A/C SHROUD COVER & (3) -910 GALV -rEX CONDENSOR SCREW TO SHROUD UNIT (1) - 3/8" x 1 - 7/8" WEDGEANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD KLP SDS DESIGN SERVICES 235 S. MAITAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD2005@AOLCOM �011 r1a r s®��`�.y� Avg/ «° r ., moo; No 40040 Z— 3Iz —� 4�cJ w +sJ °�y.Y°Y°•� 1 JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS ® U) ® U// Lu cy n LL U) �011 r1a r s®��`�.y� Avg/ «° r ., moo; No 40040 Z— 3Iz —� 4�cJ w +sJ °�y.Y°Y°•� 1 DETAILS JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS DETAILS V n`L_L_I RAFTER CRICKET AND FLASHING DETAIL. N.T.S. 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 MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING -� WEATHER RESISTIVE 1 BARRIER TAPE - 101 WEATHER RESISTIVE BARRIER - 2 1 Weep screeds 2512.1.2 Weep screeds. A minimum 0.019 -inch (0.48 mm) (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. WEEP SCREEDS DETAIL N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: FOLD UP WEATHER (ASSEMBLED 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH TEMPORARILY SECURE WINDOW) T EXTERIOR Y Z 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER z 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 101 WEATHER RESISTIVE BARRIER - 2 1 Weep screeds 2512.1.2 Weep screeds. A minimum 0.019 -inch (0.48 mm) (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. WEEP SCREEDS DETAIL N.T.S. FLASHING TIE-IN WITH WEATHER RESISTIVE BARRIER: FOLD UP WEATHER RESISTIVE BARRIER & 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH TEMPORARILY SECURE FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR ALLOW FOR FLASHING INSTALLATION SHEATHING 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER -SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING SECURE WEATHER RESISTIVE AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING TYPICAL WINDOW FLASHING DETAIL, N.T.S. OPTION -A FLASHING - WOODEN SIDING r- SILL PLATE SEE NOTE #2� r WALL 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 FLASHING EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE <�\5 BARRIER �P ESILL PLATE ED TAIL B �Q���� O ` LOL OROPTIONS) S� P� CORNER PATCH FLASHRIG `' 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. TYPICAL FLASHING DETAIL AT SII__ PLATE N.T.S. EGL FLASHING TO BE FLEXIBLE S.._F-ADHESIVE TYPE (Uln. 6- vor-) 1' BELOW MASONRY WOOD BASED EXTERIOR SHEATING -OSB #15 FELT DRAINAGE PLANE PAPERBACK LATH '-e" NOMINAL STUCCO THICKNESS DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBERANE STRIP OVER WOOD FRAME/MASONRY INSULATION METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP BT-20XL - 9" WIDE TO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTIOUS FINISH STUCCO FLASHING DETAIL @CMU,FRAME INTERFACE LATH AND N.T.S. STUCCO - WALL PER PLAN "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". CDX PLYWOOD OR O.B.S. 7 15# FELT TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL. N.T.S. PLAN VIEW 2017 FBC RESIDENTAL 6TH EDITION 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 `NATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLEDAT 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 li-a WCHES (23mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED W'rIEN SPECIFICALL YAPPRO`/ED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH Fr2'JAE OR STUCCO 'NALL S, 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 ASSE)ABLY OF'A`OOD-FMAE CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. R905.2.7 UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING METHOD'S: 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17 -PERCENT SLOPE), AND LESS T'rtAll FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE n/ OR ASTM D 6757 AtiD SeA'r BE Td"+q LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19 -INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD Ili PLACE_ STARTING AT THE ?=AVE, APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -INCH (25 MM) ROUh0 P+.ASTJC CAP, META! CAP tLaILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH ONE RO IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND CSI,,E RCr."d AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS. 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERGENT SLOPE) OR GREATE t2.11j4DE: RL AYMENT SHALL COMPLY WITH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED S.iWiGLE FASHIOtt, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAJLS AND TIN -TABS ATTACHED 70A ILiIL ABLE DECK VATH T`PIO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (1521JM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF-ADHE t Ilra PC! O,, ER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATI011 WSTROiCTIONS. DESIGN REQUIREMENTS 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 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 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS KLP SDS DESIGN SERVICES 235 S. MARAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS DO NOT FLASH J L OVER BOTTOM �J NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: ) I. CUT, FOLD IJP & TEMPORARILY NOTES: SECURE WEATHER RESISTIVE _j BARRIER ABOVE HEADER TO 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ALLOW FOR FLASHING 2_ REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 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 r- SILL PLATE SEE NOTE #2� r WALL 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 FLASHING EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE <�\5 BARRIER �P ESILL PLATE ED TAIL B �Q���� O ` LOL OROPTIONS) S� P� CORNER PATCH FLASHRIG `' 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. TYPICAL FLASHING DETAIL AT SII__ PLATE N.T.S. EGL FLASHING TO BE FLEXIBLE S.._F-ADHESIVE TYPE (Uln. 6- vor-) 1' BELOW MASONRY WOOD BASED EXTERIOR SHEATING -OSB #15 FELT DRAINAGE PLANE PAPERBACK LATH '-e" NOMINAL STUCCO THICKNESS DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBERANE STRIP OVER WOOD FRAME/MASONRY INSULATION METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP BT-20XL - 9" WIDE TO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTIOUS FINISH STUCCO FLASHING DETAIL @CMU,FRAME INTERFACE LATH AND N.T.S. STUCCO - WALL PER PLAN "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". CDX PLYWOOD OR O.B.S. 7 15# FELT TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL. N.T.S. PLAN VIEW 2017 FBC RESIDENTAL 6TH EDITION 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 `NATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLEDAT 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 li-a WCHES (23mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED W'rIEN SPECIFICALL YAPPRO`/ED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH Fr2'JAE OR STUCCO 'NALL S, 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 ASSE)ABLY OF'A`OOD-FMAE CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. R905.2.7 UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING METHOD'S: 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17 -PERCENT SLOPE), AND LESS T'rtAll FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE n/ OR ASTM D 6757 AtiD SeA'r BE Td"+q LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19 -INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD Ili PLACE_ STARTING AT THE ?=AVE, APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -INCH (25 MM) ROUh0 P+.ASTJC CAP, META! CAP tLaILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH ONE RO IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND CSI,,E RCr."d AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS. 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERGENT SLOPE) OR GREATE t2.11j4DE: RL AYMENT SHALL COMPLY WITH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED S.iWiGLE FASHIOtt, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAJLS AND TIN -TABS ATTACHED 70A ILiIL ABLE DECK VATH T`PIO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (1521JM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF-ADHE t Ilra PC! O,, ER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATI011 WSTROiCTIONS. DESIGN REQUIREMENTS 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 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 2017 6TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS KLP SDS DESIGN SERVICES 235 S. MARAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM 0 AV �7 O No 4040 `�S' ° .�� STATE O F - ��(°� l 40 �.#7 0 N A JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS U)(" ) ® vJ _j LL ��yy LL Q a- (),00O O LL C) Z V cy) ��vUn�J 0 AV �7 O No 4040 `�S' ° .�� STATE O F - ��(°� l 40 �.#7 0 N A JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS 2x4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS W/ (2) 12d NAILS TOPA D BOTTOM CHO S 2x4 B MET. DRIP EDGE TYP ROOFr —SEE FASCIA DETAIL MET. DRIP EDGE PRE -FABRICATED 2x4 X -BRACE @ 96" O.C. VENTED SOFFIT —SEE FASCIA DETAIL 2x4 X -BRACE @ 96" O.C.421/4X PRE-FABRICATED wl (2) 12d NAILS EA. ENDVENTED SOFFIT 2 1/4 X.099 RING SHANK Gg 6" O.C. @ EDGES ABLE TRUSS CONTINUOUS 2x4 SPRUCEABLE END NAILING LATERAL BRACE @8'O,C.N6" .099 RING SHANK O.C. EDGES ND 12" 0.C, INTERMEDIATE CONTINUOUS 2x8 #2 SYP6d NAILS C(Dr� 8" O.C.OR (1) A35 ((cc�� 32" O.G. INSIDE f ACE TRUSS TO PLATE 5d COOLER NAILS @ 8" O.C.O CONTINUOUS 2x8 #2 SYP OR #6 1 1/4" SCREWSLSTA'12@48"O.C. RAME WALL OR BEAM 1/2" DRYWALL OR SCREWS 1 12" 2x4,6 8 P.T. PLATE WI FH SP1 LIP @ 16" 0. C. AND GABLE END CONNECTION - FRAME 2x4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS W/ (2) 12d NAILS TOP AND BOTTOM CHORDS TYP OOF >`I 2X4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST TWO RAFTER FRAME BAYS W/ (2) 12d NAILS I ` TYP. ROOF 2x4 X -BRACE aP 96" O.STUDS w/ (2) 12d NAILS EA. EN 2x4 B MET. DRIP EDGE 2x4,6,8 TOP PLATE LSTA12@48" O.C. TO RAFTER —SEE FASCIA DETAIL @ 35-45 DEGREE ANGSIDING PRE -FABRICATED 2x4 X -BRACE @ 96" O.C. VENTED SOFFIT w/ (2) 12d NAIL EA. END GABLE TRUSS (5) 16d NAILS (TYP.) GABLE END NAILING 7/16" OSB SHIM 2 1/4 X.099 RING SHANK Gg 6" O.C. @ EDGES CONTINUOUS 2x4 SPRUCE AND 12" O.C. INTERMEDIATE LATERAL BRACE @ 8' O.C. (2) 16d NAILS EA. TRUSS (TYP.) ND 12" U.C. INTERMEDIATE 16d NAILS @ 8" O.C. OR (1) A35 @ 32" O.C. TO INSIDE FACE TRUSS TO PLATE CONTINUOUS 2x8 #2 SYP j 1/2" x 8" ANCHOR BOLT W/ 2" WASHER @ 4'0.C. 5d COOLER NAILS @ 8" O.C. CONT. REINFORCED BOND BEAM OR SCREWS 1 12" 2x4,6 8 P.T. PLATE WI FH SP1 LIP @ 16" 0. C. AND / 1/ 1DRYWALL 8" CMU GABLE END CONNECTION - CONC. BLK. 2X4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST TWO RAFTER FRAME BAYS W/ (2) 12d NAILS I ` TYP. ROOF 2x4 X -BRACE aP 96" O.STUDS w/ (2) 12d NAILS EA. EN JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN 2x4,6,8 TOP PLATE LSTA12@48" O.C. TO RAFTER N @ 35-45 DEGREE ANGSIDING C OR TEXTURE FINISH XD W/ WIRE LATH SEE ELEVATION CEILING JOISTX 76 6STU B AND 05. Ib FELTCDX W LL 8d @ 6" O.C. @ EDGES 0 ND 12" U.C. INTERMEDIATE BALLOON FRAME TO LINTEL O OR SLAB CONVENTIONAL FRAME Ocy) L� 2x4,6 8 P.T. PLATE WI FH SP1 LIP @ 16" 0. C. AND GABLE END CONNECTION 1/2" x 8" ANCHOR BOLTS V cr) ��VU^^ J @ 24" O.C.WITH 2" WASHERS TO LINTEL OR SLAB 1/2" X 8" AB SIDE & 32" CLEF OPTIONAL H5 TOP & FRAME WALL ON MASONRY SEE TRUSS PLAN FOR CONNECTION (1) H25/MT312 TRUSS TO PLATE 16" O.C. 2x4 STUD WALL SP4/SP2 32" O.C. 1/2" DRYWALL CLEAN, COMPACTED TERMITE TREATED FILL '4' PVC VENT PIPE FORM BIDS t' #5 REBAR r� POURED CONC LINTEL SID Vl9v T 4" VENT PIPE THRU LINTEL BIDS 1 s" SINGLE STORY INT BRNG WALL SECTION BLOCK TYP. REBAR LAP @ CORNERS _ 112" GYP. CEILING BOARD. OR 5/8" DRYWALL SP2 CLIP EACH STUD DOUBLE TOP PLATE INTERIOR KNEEWALL OPTIOU 1-LSTA 24 @ 32' O.C. KNEE: VIA LL TO WALL BELOW 2-2x4 PLATES INTERIOR KNEEWALL OPTION 1/2" DRYWALL SP1/SP4 @ 32" O.C. 2X4 P.T. PLATE 1/2" x 8" ANCHOR BOLTS 32" O.C. w/ 2" SQ. WASHER OR 5/8 X 6" WEDGE ANCHC 6 MIL VAPOR BARRIER (2) #5 RE -BAR W/ 25" MIN. LAP 3" MIN COVER 12 SEE ELEV. 1/2" GYP. BIRD. CEILING. 8" LINTEL BLOCK REINF. W/ CONC. & 1 #5 REBAR MIN.25" LAP P.T. 1x6 - EXTEND 8" BEYOND JAMB ON EACH SIDE 8" CONCRETE PRECAST LINTEL WITH 1- #5 REBAR 1/2" GYPSUM BOARD WALL FINISH BEYOND P.T. 1x4 AT SILL AND JAMBS P.T. 1x2 FURRING STRIPS MIN. R5 INSULATION BASE BOARD TYP. CONC. SLAB W/ 6x6, 10/10 W.W.M. r' OR FIBERMESH A.F.F. IN k D' 4" 2500 PSI CONC. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER -III-I I—I ON CLEAN V/ELL COMPACTED TERMITE TREATED SOIL ,:._. BOTTOM OF FTG. , 12" BELof��RADE TIE TO HORIZ.\AR �rT TT 5' HOOK MASO RY C9NC BLK WALL jYb I tM �T VERTI AL ID EL IN GWROU PCE L I - �-�CLEANOUTREQUIRED FOR y 7 GOUT LIFr 5 FT. UNLESS FOOTING DQWEL,JS NOT I REQUIRED I ---� 5" LAP IFI ' J FF FOOTING W/ HORIZ. REBAR 6" HOOK LUi 3" COVER VERTICAL WALL REINFORCING r.N JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS N C 1 R-30 FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT(ASTM D226 OR D4869 TYPE 1 OVER 7/16" O.S.B. _ (6) 1 1/4" GALV ROOFING NAILS PER 3 -TAB (8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES SEE TRUSS ANCHOR SCHEDULE FOR TRUSS ANCHOR REQ'D. CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTM A527 W/ 1 1/4" GALV ROOFING NAILS 6" O.C. T 1x2 P.T. 1x6 FASCIA OVER 2x4 SUB -FASCIA PERFORATED ALUM. SOFFIT ALUM. FRAMED WINDOW TYPE, CONFIGURATION AND SIZE OF WINDOWS VARY REFER TO PLANS AND ELEVATIONS MARBLE SILL PRECAST CONCRETE WINDOW SILL 5/8" STUCCO ON CMU 8"x16" CONC. BLOCK FILLED CELLS (SEE FLOOR PLAN) �- #5 DOWEL W/ LAP 25" MIN.LAP VARIES �CHAIRBLOCK FLOOR �IIIIIII�IIII_-' —III- (1) #5 RE. -BAR VERTICAL IN FILLED CELL TO SLAB (SEE FLOOR PLAN FOR LOCATIONS) (2)#5 REBAR CONT. 25" MIN. LAP 0'.74- 3" MIN COVER ONE STORY STEM WALL FOOTING WALL SECTION DESIGN REQUIREMENTS 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 KI_P SDS DESIGN SERVICES 235 S. MAIUND AVENUE, SUI1E 216 MAI-1'LAND, FI_. 32751 Phone (407) 947-7459 EMAIL: TKPSD20050AOL.COM 10 AVC 4 C raa No 40040 ppv e q W-. sae .a TA-T-E---G-F., d` a agpaa as aaq '�•' ei� JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS C W LL 0 O Ocy) L� V cr) ��VU^^ J 10 AVC 4 C raa No 40040 ppv e q W-. sae .a TA-T-E---G-F., d` a agpaa as aaq '�•' ei� JOB NO. P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN REVISIONS