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100 Kaywood Dr #16-3131- additionNOV 2 2 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION a 'PERMIT APPLICATION Application No:. (0— I)ocu►netftetl Construction Valu e,:'.6j �Cc—:�c1F� Ig�a5a CO Job AddressC 1)�2. 1-tistoric, District: Yes ❑ No Parcel ID: Residential21"Comutercial ❑ Type of Work: New ❑ Addition Alteration ❑ *Repair ❑ 'Demo ❑ Change of Use ❑ Move ❑ Description of Work: Acyl11101 t d � flan Review Contact Person: Phone:/,Gol 7 %/4,4 Fax: Email:��T.�S�: Property Owner Information Name Phone: 4j Street: /1W <<»-� - Resident of property? > , City, State zip: %v' K-1) -71 Contractor Information NamePhone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: fc Plione: ��'7 3G�- 5�t -7 Street: Fax: City, St, Zip: Z Xer,— 1-U!!:1 ;r—L_ ,',F =7 W�% E-mail: !TL Bonding Company: Mortgage Leader: Address: Address i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN'T'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC'T'ION. IF YOU INTEND '1'O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A'TT'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit nutst be secured For electrical work, plumbing, signs, wells, pools, Furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code iu effect as of that date: 5"' Edition (201=1) Florida Building Code ) Revised: June 30, 2015 Penuit Application N PLAT OF BOUNDARY SURVEY FOR.' STEVEN RAY AND NAOMI M. NEASE Description: Lot], KA MOD REPLAT, as recorded in Plat Book 30,Pages 27 and 28, Public Records of Seminole County, Florida. WOOD RIDGE TRAIL N00'01'05"W NO ISK GONG 1 A/C 2 f PAD 5.70' 5.30' 24.00' GONG 1 WALK Ln 0) CONC > CONC' c° C6 DRIVE ' DRIVE,;. B" GONG APRON ' CONC COVERED WALL WALK CONC 5.30' ENTRY �. • VINYL f r)STONE x ,r, � 1 VINYL 8.40' ONE STORY RESIDENCE o GATE s') PATIO > 'V FENCE c { w n 1-7.0", M 25.0 o F1 { 0 ' ;r I ADDRESS: DO PEDGE OF AVEMENT 20.90' 100 KAYWOOD DRIVE COVERED o .z F' SCREENED w o < { i CONC PORCH N V) a- • x III 1 �'" '^� d li r F_ 25.0' 59.00' 17 0 { r Lo STONE IL a 0 2 STORY9- o, N ADDITION U0 N t , FOUND 5/8" REBAR / VINn UNNUMBERED FENC47E I ' ; 25.0- 28.0 / 10.0' 25.00' .3'X2.3' 0.60' BRICK WOOD COLUMN GATS 0 )4 10 o UTILITYo `4J zi'; a0 SHED °D 2.3'X2.3' 1 A� BRICK �\ f9%,� COLUMN ISP yyo & �CONC �, 10.0' I FOUND 4' CONC 0' Op,y WALL X" MARK WALK //�� " - ---- --------------------------------- — ------------------------------------------------------------ ---- " V Q� COLUMN 8" BRICK MNn- VINYL -� IN WALK �q FO ND WALL FENCE _ FENCE X. MARK) f ` /.5 LA ID5CAPE bUFFeR UTILITY f A5EMEN� 1.0' WALK j X00006'40"E 85.79' 5' CONC FLOOD CERTIFICATION WALK BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE a 0' 5' 10' 20' RATE MAP, LOT 1 LIES IN "LONE "X". N NOTES: COMMUNITY PANEL NO. 120294 0065 F 1. BEARINGS ARE BASED ON THE CENTERLINE MAP REVISION DATE: SEPTEMBER 28, 2007 SCALE I"= 20' OF KAYWOOD DRIVE BEING 589.40'34"E. (SUBJECT TO CHANGE) ABBREVIATIONS/LEGEND 2• UNDERGROUND IMPROVEMENTS, ROOF OREGON AVENUE OVERHANGS AND FOOTERS HAVE NOT L.B.-LICENSED BUSINESS BEEN LOCATED. ARC -ARC LENGTH 3. ELEVATIONS ARE BASED ON CERTIFIED TO: CH. -CHORD 4. BUIILDNG TIES ARE TO FOUNDATION. R -RADIUS 5. BUILD NO TIES ARE NOT 'TO BE USED 'r0 Frontline Financial, LLC, its Successors and/or Assigns 0 DELTAANGLE CENTRAL CONSTRUCT DEED OR PLATTED LINES. STL,'VEN RAY NEASE and NAOMI M. NEASE ( ) 6. BEARINGS AND DISTANCES SHOWN HEREON LOT 1 CONTAINS P.C.-POINT OF CURVATURE ARE MEASURED AND PER RECORDED PLAT Steel City Title, Inc. 9,728 SQ. FEET /0.22 ACRES t P.I.. POINT OF INOF NGENCYION UNLESS OTHERWISE NOTED. Fidelity National Title Insurance Company P.R.C.-POINT OF REVERSE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED CURVATURE HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE L.E., U.E.&O.E.- LANDSCAPE, TITLE VERIFICATION. UTILITY & DRAINAGE EASEMENT THIS SURVEY NOT VALID UNLESS EMBOSSED REVISION DATE UTILITY & SIDEWALK EASEMENT U.E.- UTILITY EN r A PONE, INC. WITH THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOt? ANDPP C I\ c o, v one sign ,M� I FOUND D.E.- DRAINAGEE EASEMENT 2' GONG MIAMI CURB ASPHALT PAVEMENT 5/8" REBAR UNNUMBERED O I CQNC-CONCRE'(E O v N FFE-FINISHED FLOOR ELEVATION No. (407) 339-3636 N A-2 4' CONC WALK 85.30' MEASURED No0'01'05"W ��5' " :: N00°0105"W •. 85.15' PLAT : •` :..4.00 �°' 6 �I ELECTRICAL PLAN FOUND ,. FOUND ' DISK 266300 J 5 U.E. 5/8" REBAR UNNUMBERED M-1 MECHANICAL PLAN Vcb PLANS EXAMINER 2 Z • r p� � � S-0 o I o r M rte) I SANFORD BUILDING DIVISION 25.00' f FOUND NAIL A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 1 LOT NO ISK GONG 1 A/C 2 f PAD 5.70' 5.30' 24.00' GONG 1 WALK Ln 0) CONC > CONC' c° C6 DRIVE ' DRIVE,;. B" GONG APRON ' CONC COVERED WALL WALK CONC 5.30' ENTRY �. • VINYL f r)STONE x ,r, � 1 VINYL 8.40' ONE STORY RESIDENCE o GATE s') PATIO > 'V FENCE c { w n 1-7.0", M 25.0 o F1 { 0 ' ;r I ADDRESS: DO PEDGE OF AVEMENT 20.90' 100 KAYWOOD DRIVE COVERED o .z F' SCREENED w o < { i CONC PORCH N V) a- • x III 1 �'" '^� d li r F_ 25.0' 59.00' 17 0 { r Lo STONE IL a 0 2 STORY9- o, N ADDITION U0 N t , FOUND 5/8" REBAR / VINn UNNUMBERED FENC47E I ' ; 25.0- 28.0 / 10.0' 25.00' .3'X2.3' 0.60' BRICK WOOD COLUMN GATS 0 )4 10 o UTILITYo `4J zi'; a0 SHED °D 2.3'X2.3' 1 A� BRICK �\ f9%,� COLUMN ISP yyo & �CONC �, 10.0' I FOUND 4' CONC 0' Op,y WALL X" MARK WALK //�� " - ---- --------------------------------- — ------------------------------------------------------------ ---- " V Q� COLUMN 8" BRICK MNn- VINYL -� IN WALK �q FO ND WALL FENCE _ FENCE X. MARK) f ` /.5 LA ID5CAPE bUFFeR UTILITY f A5EMEN� 1.0' WALK j X00006'40"E 85.79' 5' CONC FLOOD CERTIFICATION WALK BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE a 0' 5' 10' 20' RATE MAP, LOT 1 LIES IN "LONE "X". N NOTES: COMMUNITY PANEL NO. 120294 0065 F 1. BEARINGS ARE BASED ON THE CENTERLINE MAP REVISION DATE: SEPTEMBER 28, 2007 SCALE I"= 20' OF KAYWOOD DRIVE BEING 589.40'34"E. (SUBJECT TO CHANGE) ABBREVIATIONS/LEGEND 2• UNDERGROUND IMPROVEMENTS, ROOF OREGON AVENUE OVERHANGS AND FOOTERS HAVE NOT L.B.-LICENSED BUSINESS BEEN LOCATED. ARC -ARC LENGTH 3. ELEVATIONS ARE BASED ON CERTIFIED TO: CH. -CHORD 4. BUIILDNG TIES ARE TO FOUNDATION. R -RADIUS 5. BUILD NO TIES ARE NOT 'TO BE USED 'r0 Frontline Financial, LLC, its Successors and/or Assigns 0 DELTAANGLE CENTRAL CONSTRUCT DEED OR PLATTED LINES. STL,'VEN RAY NEASE and NAOMI M. NEASE ( ) 6. BEARINGS AND DISTANCES SHOWN HEREON LOT 1 CONTAINS P.C.-POINT OF CURVATURE ARE MEASURED AND PER RECORDED PLAT Steel City Title, Inc. 9,728 SQ. FEET /0.22 ACRES t P.I.. POINT OF INOF NGENCYION UNLESS OTHERWISE NOTED. Fidelity National Title Insurance Company P.R.C.-POINT OF REVERSE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED CURVATURE HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE L.E., U.E.&O.E.- LANDSCAPE, TITLE VERIFICATION. UTILITY & DRAINAGE EASEMENT THIS SURVEY NOT VALID UNLESS EMBOSSED REVISION DATE UTILITY & SIDEWALK EASEMENT U.E.- UTILITY EN r A PONE, INC. WITH THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOt? ANDPP C I\ c o, v one sign ,M� I LAND SURVEYORS AND MAPPERS D.E.- DRAINAGEE EASEMENT CEN'fEKLINE 300 SOU"1H RONALD REAGAN BOULEVARD 7FAX I CQNC-CONCRE'(E LONCWOOU, FLORIDA 3830-90499 'TELEPHONE (407) 830-9080 DOMINICK F. CAVONE - PRESIDENT FFE-FINISHED FLOOR ELEVATION No. (407) 339-3636 FLORIDA SURVEYOR & MAPPER NUMBER 2005 FINAL LOCATION 3-23-2016 FOUNDATION LOCATION 3-23-2016 FORMBOARD LOCATION STAKE HOUSE A/C -AIR CONDITIONER E-MAIL: CAVONE a CFL.RR.COM LICENSED BUSINESS NUMBER L.B.5O73 STAKE LOT 3-23-2016 BSL -BUILDING SETBACK LINE W.O. STAKE LOT 2016-133 W.O. STAKE HOUSE W.O. FORM CHECK O.R.-OFFICIAL RECORDS W.O. FOUNDATION 2016-133 W.O. FINAL 2016-133 ADD FILE: C:\PROJECT\2014 BUILDING CODE\WORKING\RESIDENTIAL\100 KAYWOOD LOT by: KCC DR\BUILDING\1-CO.DWG SITE LOCATION PLAN Nov > 2016 I i i i i I :, - CONSTRUCTION DRAWINGS ENGINEER OF RECORD KL ENGINEERING INC 427 PALM CREST LANE LAKE MARY, FLORIDA PHONE: (407) 361-8017 FAX: (407) 250-2559 EMAIL: klengineering 11@gmail. com CONTACT PERSON: KHANH LE DESIGN CRYPERIA: • FLORIDA BUILDING CODE RESIDEN`T'IAL (FBCR), 5TH EDITION(2014) • ALL LOCAL AND STATE CODES •OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. IN'T'ERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 140 MPH — VASD = 108 MPH RISK CATEGORY II EXPOSURE CATEGORY — EXPOSURE C •• 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX, HEIGHT AS PER LOCAL AND S'PAT'E CODES DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WINDOWS AND DOORS: -I-45 PSI' / —47 PSF CODE COMPLIANCE 1. 2014 FLORIDA RESIDENT BUILDING CODE 2. 2014 FLORIDA PLUMBING CODE 3. 2014 FLORIDA MECHANICAL CODE 4. 2014 FLORIDA ENERGY CODE 5. 2011 NATIONAL ELECTRICAL CODE THIS SET OF DRAWINGS AND DETAILS FOR THIS LOT IS BASED ON THE PREMISE THAT EXTERIOR WALLS OF THE BUILDING ARE LOCATED AT A MINIMUM OF 5 FEET FROM THE LOT PROPERTY LINE AND WILL BE UNRAT'LD WALLS IN COMPLIANCE WITH SECTION R302 OF THE FBCR, 5TH EDI'T'ION (2014). ARCHIT'EC'T'/ENGINEER SHALL NOT BE RESPONSIBLE FOR BUILDING PLACEMENT ON LOT. IF BUILDER CHOOSES T'0 LOCATE THE BUILDING WITH THE EXTERIOR WALLS AT LESS THAN 5 FEET FROM THE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT TO MODIFY THE DETAILS TO COMPLY WITH SECTION R302 FOR FIRE RESISTANT CONSTRUCTION, CONSTRUCTION DOCUMENTS C-0 COVER SHEET A- I FLOOR PLAN �T� A-2 ELEVA'T'IONS V E-1 �I ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE A M-1 MECHANICAL PLAN PLANS EXAMINER 2 Z • r p� � � S-0 GENERAL NO'T'ES o 0 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A S-1 FOUNDATION PLAN AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT S-2 FLOOR &, ROOF FRAMING PLAN REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE D-1 GENERAL STRUCTURAL, DETAILS a D-2 GENERAL STRUCTURE DETAILS q Q AREA OF' TABULATION y a Q Q a AREA OF EXIS`T'ING HOUSE = 2500 SF AREA OF NEW ADDITION = 1680 SF rj �) o TO'T'AL AREA = 4160 SF E O9 ^ � e-• ry °r .F) o) 0 V2 1 �41� L ccs El-+ .r=) c O ,C FW. <11y f^' �� b0 � _3 <� of Q) (� o ti c 'ro a) d r h�i v A a. W PKc AL SEAL tili'1�i�ii1� �,•��N Q U 0 ///x No. 709 SS —0 F .� Date:9-30-2016 i r P a Ok to construct 2 story addition to single family house. Addition meets area and dimensions regulations for SRI -AA zoning district. Temporary 10' x 10' shed to be removed. �JALDI^/G DRAWN KL SANF ORD C1lecxcD CAD FILE A-2 O�PAR\" PROJECT DRAWING NUMBER C-0 DATE 1 9-20-16 RECORD COPY ►^^�I �T� V �I 0 REVIEWED FOR CODE COMPLIANCE A PLANS EXAMINER 2 Z • r p� � � DATE 0 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE �JALDI^/G DRAWN KL SANF ORD C1lecxcD CAD FILE A-2 O�PAR\" PROJECT DRAWING NUMBER C-0 DATE 1 9-20-16 ------------------------------ I�n-1VA I 1 st FLOOR ELECTRICAL PLAN SCALE: 114"=l' -O" 1 I r � ------------- ,rill rrrr iiri iiir iiir iris rill rii -69- STANDARD SWITCH -Ef3-" FEEDER SCHEDULE U)" { 1 =& J GFI G.F.I. DUPLEX OUTLET COPPER WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET ALUMINUM CEILING MOUNTED DUPLEX OUTLET MARK SETS PHASE NEUTRAL GROUND CONDUIT SETS PHASE NEUTRAL GROUND CONDUIT F8 1 2#1 1#1 1#8 1-1/2" 1 E.F. LITE 2#1 /0 1#1/0 1 #6 1-1/2" F23 1 2-3/0 1-3/0 1#6 2-1/2" 1 ' 2-250MCM 1-250MCM 1#4 2-1/2" .F26 1 2-500MCM 1-500MCM NONE 3/1 1 300 2-700MCM 1-700MCM NONE 3-1/2" F28 1 2-500MCM 1-500MCM 1#3 311 1 GFI 2-700MCM 1-700MCM 1#1 3-1/2" 772 SQ. FT. X 3 BY. FAN W/ 20A / IP #12 I 1500 LIGHT W GFI 0 TRANSFORMER - - 0 �l NOTES: (1) (2) ALUMINUM CONDUCTORS ALL CONDUCTORS SHALL MAY BE USED AS SHOWN, BE RATED FOR USE WITH WHERE PERMITTED BY THE LOCAL AUTHORITIES. 75' CELSIUS TERMINATIONS. ,rill rrrr iiri iiir iiir iris rill rii GFI GFI 1 1 I ' 1 I CEILING ' FAN W/ LIGHT , I 1 1 1 ' 1 E.F. OL I , CEILING FAN W/ 0.41 LIGHT 2nd FLOOR ELECTRICAL PLAN SCALE: V4"=1'-0" F8 EXISTING F23 - 200A/2P/250AF DISCONNECT FOR PANEL'A' n PANEL 125A/2P/125AF DISCONNECT 21p FOR PANEL'B' 1PH,3W EXISTING NEW NEW F28 MAIN HOUSE ADDITION NEW NEW NEMA 3R WIREWAY #1/0 CU G. #4 (CU) 3/4"x10' COPPER GROUND RODS 6' MIN. ELECTRICAL RISER DIAGRAM ml ELECTRICAL LEGEND -69- STANDARD SWITCH -Ef3-" 3 WAY SWITCH U)" { 1 =& J GFI G.F.I. DUPLEX OUTLET W�PIGFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET 6,000 CEILING MOUNTED LIGHT' FIXTURE 3 ISP. GFI 1 Q WALL MOUNTED LIGHT FIXTURE Fo L.T. COACH LIGHT (PRE -WIRE AS NOTED) 4 FLOOD LIGHT O 1X4 1'x4' FLUORESCENT LIGHTING O 2x4 2'x4' FLUORESCENT LIGHTING 5,7 WALL MOUNTED INCANDESENT STRIP EF. EXHAUST FAN E.F. LITE EXHAUST" FAN WITH LIGHT SCD COMBINATION OF SMOKE & CARBON MONOXIDE DETECTOR #8 ELECTRICAL PANEL 1z4 A/C DISCONNECT �j ELECTRICAL METER _ TELEVISION OUTLET ' TELEPHONE JACK H21 NETWORK JACK #10 WATER HEATER 3000 0 GFI 20A / 1P ---% DISPOSAL 300 NO MORE THAN 2 BEDROOMS 14 20A / 1P #12 SPARE SPARE TOTAL CONNECTED ✓ 15A / 1P #14 GENERAL LIGHTING GFI O FEB 13 2017 CEILING /'� Q 772 SQ. FT. X 3 BY. FAN W/ 20A / IP #12 I 1500 LIGHT W GFI 0 TRANSFORMER - GFI GFI 1 1 I ' 1 I CEILING ' FAN W/ LIGHT , I 1 1 1 ' 1 E.F. OL I , CEILING FAN W/ 0.41 LIGHT 2nd FLOOR ELECTRICAL PLAN SCALE: V4"=1'-0" F8 EXISTING F23 - 200A/2P/250AF DISCONNECT FOR PANEL'A' n PANEL 125A/2P/125AF DISCONNECT 21p FOR PANEL'B' 1PH,3W EXISTING NEW NEW F28 MAIN HOUSE ADDITION NEW NEW NEMA 3R WIREWAY #1/0 CU G. #4 (CU) 3/4"x10' COPPER GROUND RODS 6' MIN. ELECTRICAL RISER DIAGRAM ml ELECTRICAL LEGEND -69- STANDARD SWITCH -Ef3-" 3 WAY SWITCH U)" 4 WAY SWITCH =& DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET W�PIGFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET 6,000 CEILING MOUNTED LIGHT' FIXTURE 3 RECESSED LIGHT FIXTURE 1 Q WALL MOUNTED LIGHT FIXTURE Fo L.T. COACH LIGHT (PRE -WIRE AS NOTED) 4 FLOOD LIGHT O 1X4 1'x4' FLUORESCENT LIGHTING O 2x4 2'x4' FLUORESCENT LIGHTING 5,7 WALL MOUNTED INCANDESENT STRIP EF. EXHAUST FAN E.F. LITE EXHAUST" FAN WITH LIGHT SCD COMBINATION OF SMOKE & CARBON MONOXIDE DETECTOR #8 ELECTRICAL PANEL E�h A/C DISCONNECT �j ELECTRICAL METER _ TELEVISION OUTLET N TELEPHONE JACK H21 NETWORK JACK ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS A SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2014 FBC RESIDENTIAL AND 201'1 NEC. 3. AFCI PROTECTION SHALL BE PROVED FOR ALL 120V RECEPTACLE OUTLETS. 4. TAMPER RESISTANT TYPE SHALL BE PROVIDED FOR ALL 120V RECEPTACLE OUTLETS. 5. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 6. ALL SMOKE DETECTORS TO BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS -TO BE DETERMINED AT" PRE -CON MTG. NOTE: IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM FOR EACH ZONE AND/OR CONTACTOR REGARDLESS OF CIRCUIT INDICATED. PANEL - B 240/120 V, 1 PH., 3W, 10KAIC 125 A, M.L.O 26,800 CIRCUIT BREAKER WIRE p 10KW @ 100% NUMBER SIZE SIZE DESCRIPTION LOAD �- ELECTRIC METER k CU -AL k LARGER OF HEAT OR A/C 6,000 3 20A / IP #12 BATHROOM CIRCUIT 4 20A / 1P #12 LAUNDRY CIRCUIT 1500 5,7 30A / 2P #10 DRYER 5000 6,8 50A / 2P #8 RANGE 12000 22,720 10 20A / 1P #12 REFRIGERATOR 1200 NEW 11,12 3OA/2P #10 WATER HEATER 3000 — F26 13 20A / 1P #12 DISPOSAL 300 NO MORE THAN 2 BEDROOMS 14 20A / 1P #12 SPARE SPARE TOTAL CONNECTED 15-20 15A / 1P #14 GENERAL LIGHTING 2340 O FEB 13 2017 Q 772 SQ. FT. X 3 BY. 21 20A / IP #12 MICROWAVE 1500 TO POWER COMPANY W 0 TRANSFORMER - - 0 NOTE: IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM FOR EACH ZONE AND/OR CONTACTOR REGARDLESS OF CIRCUIT INDICATED. i-' TOTAL 26,800 p 10KW @ 100% 10,000 22-24 30A / 2P 410 REMAINDER @ 40% 6,720 k CU -AL k LARGER OF HEAT OR A/C 6,000 pING 22-24 30A / 2P #10 A/C @ 100% 23-25 50A / 2P #8 HEAT @ 65% S��Fovv Q U °EPAFZ��v ALL CIRCUITS SERVING TOTAL CALCULATED 22,720 DEVICES IN BEDROOMS SHALL BE PROTECTED BY AMPS @ 240V, 1 PHASE 94.66 ARC FAULT BREAKERS. U O NO MORE THAN 2 BEDROOMS H PER 15A BREAKER. TOTAL CONNECTED 32,800 .1,-z V NOTE: A/C LOAD INDICATES TOTAL HEAT PUMP LOAD @ 100% O FEB 13 2017 Q BY. i-' p H z Q U U O 0 H E-+ w Q z V O Q W Q �l v b9 �Q=o '>. r al = 'p -0 w o Fj v Z J' N cp �^,c'jd �o P1 SEAL SEAL o".Q N 0." /ice •......• •�\GEN861 709 �✓. =_ �•��'�`� F•CO R 1pNA L iinnll�il Uate:2-06-2017 Qo Qw o r� r -r1 DRAWN J CHECKED CAD PILE PROJECT DRAWING NUMBER E4 DA'I'G T 9-20-16 GENERAL NOTES FRAME WALL HEIGHT @ 140/C FRAME WALL HEIGHT 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS @ 12" O.C. @ 12" O.C. @ 8" O.C. AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL @ 16" O.C. 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. @ 16" O.C. BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, A. FLOOR LIVE LOADS (PSF) 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. A.1. SLEEPING ROOMS 30 ryS 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, A.2. ATTICS W/ STORAGE 20 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. A.3. ATTICS W/OUT STORAGE 10 5TH EDITION (2014) EXTERIOR FINISHES A.4. POOLROOMS 75 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE U A.5, BALCONIES 40 PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR REQUIREMENTS. A.6. DECKS 40 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 -11A (2005) A.7, STAIRS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE A.8. ALL OTHER ROOMS 40 UNDER STAIR PROTECTION: ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES CO A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7 B. FLOOR DEAD LOADS (PSF) 2 -STORY GYPSUM BOARD W UNDER STAIR PROTECTION: B.1. ALL AREAS 10 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. C. ROOF LIVE LOADS *h CONCRETE C.1. kk MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 5TH EDITION (2014). 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. D. ROOF DEAD LOAD (PSF) obi) D.I. FIBERGLASS SHINGLES 17 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE D.2. CONCRETE TILES 25 STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 E. WIND LOAD CRITERIA 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE 3/" E.1. BASIC WIND SPEED VULT. = 140 MPH, VASD = 108MPH E,2. EXPOSURE CATEGORY C 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E,4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN E.5. OPEN BUILDINGS 0.00 POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. E.6. ENCLOSED BUILDINGS ±0.18 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %". 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 8 CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 9 FLOOR ELEVATIONS AT REQUIRED EGRESS DORR SHALL MEET PROVISIONS OF SECTION R311.31 IN FBCR, 5TH EDITION (2014). FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, MASONRY OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR CODES, WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 2 CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN %i INCH, REFER TO FBCR, 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTIONS CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R609.1.2 OF THE FBCR, 5TH EDITION (2014) R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 11, ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. GARAGES AND CARPORTS REINFORCING STEEL 1. GARAGE DOOR 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING A. ENGINEERED FOR 140 MPH MIN. WIND LOAD. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2. AS PER FBCR 5TH EDITION (2014) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 3. FIBER MESH LENGTH SHALL BE 2 INCH TO 2 INCHES, DOSAGE AMOUNT SHALL BE FROM 0.75 TO 1.5 lbs PER CUBIC YARD IN EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS & SHALL COMPLY WITH ATSM C1116 OR 0.5 TO 1.5 lbs PER CUBIC NOT LESS THAN 1318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE YARD TO ACHIVE A MIN. 40% REDUCTION OF PLASTIC SHRINKAGE PER FRC R506.2.5. R302.5.1 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 3. AS PER FBCR 5TH EDITION (2014), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25", 1 INCH MINIMUM RIDGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 4. AS PER FBCR 5TH EDITION (2014) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 2" SITE WORK C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. C.1. #11 AND SMALLER D. BEAMS & COLUMNS: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%2' IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL AND IRRIGATION. OF THE ARCHITECT. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON ELECTRICAL UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). 1. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 5TH 4, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. EDITION (2014) 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM 2. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE THE NEAREST EDGE OF THE FOOTING. RESIDENTIAL, 5TH EDITION (2014) REQUIREMENTS TIMBER 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D, TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE#2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN YELLOW PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 AND R802.1.8 OF THE FBCR, 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE 7/16" APA RATED SHEATHING(OSB) SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF SHEATHING.. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" APA RATED SHEATHING (OSB) SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 3/4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT, SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19, DRAFTSTOPPING TO COMPLY W/ FBCR, 5TH EDITION (2014) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9Mz). 20. MAXIMUM STUD LOAD CAPACITY- (SYP #2) FRAME WALL HEIGHT @ 140/C FRAME WALL HEIGHT 9'-0" BRG 9'4" BRG 10'-0" BRG 2x4 STUD SPACING @ 12" O.C. @ 12" O.C. @ 8" O.C. 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM X" PVC (SCHEDULE 40), INSULATED WITH %2" AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. U b0 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE FBCR, 5TH EDITION (2014). ryS 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 5TH EDITION (2014) EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER U PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 -11A (2005) 3. LATH & ACCESSORIES PER ASTM -C1063 -11A 4. UNDER STAIR PROTECTION: CO A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7 USANF,0RD 2 -STORY GYPSUM BOARD W UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7. r•� � 1. '. H <r; q ' U b0 vo ryS o�v o ya3 U �7 .o El) CO a. W gym,, ti S0 obi) �r o r Ic? W p 1) O PR,`1i1�1�1�1�11�1r jFS� SEAL N Q u oc''% • E s •°v ��i o.7 SATE OF S/S / ONA L • •��G\\\\��• Date:9-30-2016 P� DRAWN KL CHECKED L CAD VILU S-0 MULCT DRAWING NUMBER i� O U W Q W Q U bq cu �r r :e Q a nn r- 1 o ;7 h 7 v � YR `V'j�%&AL SEAL Q lioc GENS No. 70 3 _ NATE OF Date:9-30-2016 O 0w o � DRAWN KL CHECKED CAD FILE S-3 1'KOJECI' DRAWING NUMBER S-1 DACE9-20-16 FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" ROOF FRAMING PLAN SCALE: l /4"= P-0" R-30 INSULATION 1/2" GYP. BD. CLG. (2) 2x6 TOP PLATE w/ SP's @ 16" O.C. TO EA. STUD HDR. AS PER PLAN @ ALL FRAMED — OPENINGS R-13 INSULATION — 3/4" SHEATHING TYP. (U.N.O.) PRE -ENG. FLOOR SYSTEM NAILING SCHEDULE: ROOFS/CEILINGS: ROOF SHEATHING TO BE MIN. 15/32" APA SHEATHING RATED 24/16 FOR TILES, U.N.O. CEILING SHEATHING SHALL BE 7/16" OSB. FASTENINGS WITHIN 4'-0" OF EAVES TO BE 4" U.C. AT ALL SUPPORTED EDGES AND 8" OC.0 IN FIELD. FOR ALL OTHER AREAS NAIL 6" O.C. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. 7/16" APA SHEATHING AND SHALL BE NAILED WITH (2) ROWS STAGGERED @ 6" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK OR HOT DIPPED GALVANIZED HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON HETA-20 W/ (9) - 10dx1 1/2" (CAP.=1810 #) U.N.O. ALL TRUSS/BEAM To FRAME CONNECTORS TO BE SIMPSON MTS12 W/ (14) - 10dx1 1/2" (CAP.= 860#) U.N.O. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. SIMPSON H2.5A W/(10) - 8d MAY BE USED ON CORNER JACK TRUSSES WHERE UPLIFT DOES NOT EXCEED 600 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED HETA-20 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/ (1) SIMPSON MTSM16 TWIST STRAP W/ (7)-10d NAILS TO TRUSS & (4)-1/4"X2-1/4" TITEN SCREWS TO MASONRY, EA. STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. P.E. TRUSS @ 24" O.0 SHINGLE ROOF R-30 INSULATION (MIN.) SIMPSON MTS12 WALL SHEATHING CONNECTOR LEGEND SIMPSON MTS12 (14) - 10d SIMPSON HUC-410 W/ (18)-16d NAILS BEAM TO BEAM F3 HETA 20 W/ (9) 10d x 1 1/2" NAILS F SIMPSON HTS16 (16) - 10d x 1 1/2 CRICKET BY CONTRACTOR SIMPSON LSTA 30 @ 16" O.0 HEADER SCHEDULE HD-1 (2)- 2x12 W/ 1/2" PLYWOOD FLITCH ROOF FRAMING PLAN SCALE: l /4"= P-0" R-30 INSULATION 1/2" GYP. BD. CLG. (2) 2x6 TOP PLATE w/ SP's @ 16" O.C. TO EA. STUD HDR. AS PER PLAN @ ALL FRAMED — OPENINGS R-13 INSULATION — 3/4" SHEATHING TYP. (U.N.O.) PRE -ENG. FLOOR SYSTEM NAILING SCHEDULE: ROOFS/CEILINGS: ROOF SHEATHING TO BE MIN. 15/32" APA SHEATHING RATED 24/16 FOR TILES, U.N.O. CEILING SHEATHING SHALL BE 7/16" OSB. FASTENINGS WITHIN 4'-0" OF EAVES TO BE 4" U.C. AT ALL SUPPORTED EDGES AND 8" OC.0 IN FIELD. FOR ALL OTHER AREAS NAIL 6" O.C. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. 7/16" APA SHEATHING AND SHALL BE NAILED WITH (2) ROWS STAGGERED @ 6" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK OR HOT DIPPED GALVANIZED HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON HETA-20 W/ (9) - 10dx1 1/2" (CAP.=1810 #) U.N.O. ALL TRUSS/BEAM To FRAME CONNECTORS TO BE SIMPSON MTS12 W/ (14) - 10dx1 1/2" (CAP.= 860#) U.N.O. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. SIMPSON H2.5A W/(10) - 8d MAY BE USED ON CORNER JACK TRUSSES WHERE UPLIFT DOES NOT EXCEED 600 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED HETA-20 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/ (1) SIMPSON MTSM16 TWIST STRAP W/ (7)-10d NAILS TO TRUSS & (4)-1/4"X2-1/4" TITEN SCREWS TO MASONRY, EA. STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. P.E. TRUSS @ 24" O.0 SHINGLE ROOF R-30 INSULATION (MIN.) SIMPSON MTS12 WALL SHEATHING HETA20 1-3/4" X 16" LVL LEDGER BOARD TIE BEAM W/ (6) -16d NAILS TO EACH FLOOR TRUSS CMU WALL WALL SECTION S- SCALE: N.T.S. R- 1/ (2) 2xI SP's ( STUD GENERAL NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES AND HEIGHTS ONLY. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME BUILDER FOR FINAL APPROVAL BEFORE FABRICATION. 1 ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. 4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS. 5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 7. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. 8. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A: ALL CEILING HUNG SOFFITS AND SOFFITS W/ CABINETS AS SHOWN ON PLANS. B: ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. 10. PROVIDE BRACING AND BLOCKING PER HIB -91 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS '11. ALL FASCIA BOARD TO BE 2x6 U.N.O. 12. PROVIDE 2 LAYERS OF UNDERLAYMENT FOR ROOF SLOPES FROM 2:12 UP TO 4:12, PER SECTION R905.2.7 OF THE 2014 FBC, RESIDENTIAL. CONTRACTOR TO INSTALL VENTS (RIDGE OR OFF -RIDGE) IN ACCORDANCE WITH FBC 2014. P.E. TRUSS @ 24" O.0 SHINGLE ROOF R-30 INSULATION (MIN.) SIMPSON MTS12 1/2" GYP. BD. - 2X6 #2 SPF STUDS @ 16" O.C. PRE -ENG. FLOOR SYSTEM (2) 2x6 TOP PLATE w/— SIMPSON SP2 OR SP6 @ 16" O.C. TO EA. STUD 2x6 #2 SYP STUD @ 16" O.C. NEW ADDITION SEE 3 FOR D - BOTTOM CONNECTION DEAIL I r m O E-� w U W Q d, Q a a G� v <r C U O � "^ U r >. U2 F� 5. O U) c7 o •o v ti's v 'Z OCL km O 'U w fi M -a' v o l'KONAL SEAL IF1Q�y�f(,�FfC��//� EN q I< :----No. 70935 _ -- ST OR1� iI I III\\\\\\\ Date:9-30-2016 WALL SHEATHING PER FRAMING PLAN 2X6 #2 SPF STUDS @ —16" O.C. 2X6 BOT, PLATE W/ SIMPSON SP'S EACH STUD TO PLATE REFER TO PLANS IRV CRICKET BY CONTRACTOR SIMPSON LSTA 30 @ 16" O.0 STUD TO LEDGER. REFER TO PLANS HETA20 1-3/4" X 16" LVL LEDGER BOARD TIE BEAM W/ (6) -16d NAILS TO EACH FLOOR TRUSS CMU WALL WALL SECTION S- SCALE: N.T.S. R- 1/ (2) 2xI SP's ( STUD GENERAL NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. IT IS TO INDICATE ROOF, CEILING SLOPES AND HEIGHTS ONLY. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME BUILDER FOR FINAL APPROVAL BEFORE FABRICATION. 1 ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. 4. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS, AND ELEVATIONS FOR BEARING HEIGHTS. 5. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 6. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 7. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. 8. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A: ALL CEILING HUNG SOFFITS AND SOFFITS W/ CABINETS AS SHOWN ON PLANS. B: ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 9. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. 10. PROVIDE BRACING AND BLOCKING PER HIB -91 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS '11. ALL FASCIA BOARD TO BE 2x6 U.N.O. 12. PROVIDE 2 LAYERS OF UNDERLAYMENT FOR ROOF SLOPES FROM 2:12 UP TO 4:12, PER SECTION R905.2.7 OF THE 2014 FBC, RESIDENTIAL. CONTRACTOR TO INSTALL VENTS (RIDGE OR OFF -RIDGE) IN ACCORDANCE WITH FBC 2014. P.E. TRUSS @ 24" O.0 SHINGLE ROOF R-30 INSULATION (MIN.) SIMPSON MTS12 1/2" GYP. BD. - 2X6 #2 SPF STUDS @ 16" O.C. PRE -ENG. FLOOR SYSTEM (2) 2x6 TOP PLATE w/— SIMPSON SP2 OR SP6 @ 16" O.C. TO EA. STUD 2x6 #2 SYP STUD @ 16" O.C. NEW ADDITION SEE 3 FOR D - BOTTOM CONNECTION DEAIL I r m O E-� w U W Q d, Q a a G� v <r C U O � "^ U r >. U2 F� 5. O U) c7 o •o v ti's v 'Z OCL km O 'U w fi M -a' v o l'KONAL SEAL IF1Q�y�f(,�FfC��//� EN q I< :----No. 70935 _ -- ST OR1� iI I III\\\\\\\ Date:9-30-2016 WALL SHEATHING PER FRAMING PLAN CRICKET BY CONTRACTOR DRAWING NUMBER HATE S-21 EXISTING P.E. TR SS q O O PROVIDE TYVEK PAPER ENTIRE WALL p ►' BETWEEN NEW FRAME WALL AND EXISTING CMU WALL ' w EXISTING CMU WALL F� 2 WALL SECTION S- SCALE: N.T.S. EXISTING HOUSE (SDANFORD DRAWING NUMBER HATE S-21 va H O V U O O H Q z o Q W � H Q �'r �r a <1 a r � i� CV O V V v C1 �� r -T �n c bfJ r— �, lt"l _d 'J -q 'n ro C Qj b ci O a v - bo 1 r__ i o �� V), m ^ c w '7 a �O o ^ a PROFESSIONAL SEAL QUO ��,��`••\,\C EIV S&` • No. •70935 — s • • ii Date: 1. 2 t�l L� QO (D l o Z DRAWN KL CHECKED CAD FILE SD -1 PROJECT DRAWING NUMBEK D-1 DATE I 5-25-16 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 1/2" GYP BD OVER VAPOR TYVEK PAPER BETWEEN 7 BARRIER W/ R-6 INSUL. EXISTING CMU AND NEW , ' "e,.` w z BETWEEN 3/4" P.T. VERTICAL 8" CMU BLOCK WOOD STUD", ; e ,,p •',, < ,' ; L `� r�o,q r „Y, •o�➢s� av eYo a: ; y 4�: " �> Q FURRING @ 24" O.C. -w 8" CMU BLOCK (1)#5 FROM FTC. 2 x 6 #2 P.T. STUD @ 16" O/C TO TIE BEAM _ MIN 4" CONC. SLAB ' • SPLICE TO BE MIN 1/2" GYPSUM BOARD (1) #5 FROM FTG. TO PER SHEET S2 "` ' 25" SOLID GROUT - - 1\2" J -BOLT 6" FROM EA. CONTROL JOINT DETAIL MIN 4" CONC. SLAB _. TIE BEAM SPLICE TO BE MIN. 25" GROUT - END OF WALL AND @32" EXIST. CMU WALL 5 = 1'-0" PER SHEET S2 CELL SOLID O.C. 7" MIN. EMBED)3/4" ( �, 2x6 P.T. BOTT. PLATE W/ SIMPSON SP1 CONDENSER (CU) PLATE 'f0 STUD @ 16" O/C ' z—' ' <; a EXIST. CONC. SLAB NEW 4" CONC. SLAB c r t— s _ PER SHEET S-1 GRADE °O ' ' (2) f5's CONT. I I k (i IIS +_- :r. ° _II]II i_o • . `� ,'. HURRICANE PROTECTION 140 MPH WIND MIN 4" NC`. A-BFOR SIrA! A wX ,• .'I -EI I I q , • =I •II- yA.. ..ga•...':. _; a II a' 3X3X 8 STEEL ANLL -i A/C CHASE I I`T—;I w 'd.' �TO S TEEL PLATE. _�_ I=II IIIa... I":". 4" PVC SLEEVE1-1 ' l THRU STEM WALL �• EXIST. CONC.' NEW MONOLITHIC( 6" MIN. HEIGHT (TYP. OF 4) GRADE MONOLITHIC FOUNDATI CLEAN COMPACTED FILL �FOUNDATION W/ ANCHOR 5T. PL TO CONC. PAD W/ -C-01 II jI I I I• I''; I° —I I MONOLITHIC #5's REBAR C NT, 4-�"X21" TAPCONS W/ (3) #5 DIA. RODS CO _` @ 95% STANDARD� FOUNDATION W/ (3) ON CHAIRS lL ImoI: !: I -II ON CHAIRS 2'-0" COMPACTED FILL @ 95% STANDARD 2-#5 DIA. RODS DENSITY 2'-0" ' 4CONCRETE SLAB - DENSITY ON CHAIRS CLEAN OUTSIDE ON GRADE THICKENED CLEAN COMPACTED FILL SAB W/ () #5 CONT. COMPACTED FILL @ 95% STANDARD REFRIGERANT PIPING @ 95% STANDARD DENSITY DENSITY 0 2 -STORY MONOLITHIC FOOTING 2 MONOLITHIC FOOTING WITH A/C CHASE INTERIOR TWO 3/4"=1'-0" O CONDENSING UNIT TIE DOWN DETAIL O N.T.S. Q THICKENED EDGE „_ , STORY BEARING WALL SHEATHING PER \" GYP. BOARD - FRAMING PLAN P ITCH VARIES SEE ELEV. SHINGLE ROOF ON #30 FELT ON 15/32" APA 2X6 STUDS 16" O.C. 3/4" SHEATHING �- 2 SHEATHING ON PRE-ENGINEERED TRUSSES TYP. (U.N.0.) 2X6 BOTTOM PLATE W/ SIMPSON SP'S @ -� 16" O/C TO EA. STUD"-- 1/2" GYP.BD OVER VAPOR ALL LAPS IN MASONRY 25" MIN INSULATION STOP f l BARRIER W/ R-3 INSUL. @ 32 O.C. J� '� HURRICANE STRAP PER BETWEEN 3/4" P.T. VERTICAL 3 X11 RUNNING BAR S _ _ ROOF FRAMING PLAN FURRING 24" O.C. 0°Q (1)#5 CONT. IN TIE HETA2U EA. FLOOR TRUSS --- 7� 8" CMU BLOCK _ pm BEAM COARSE f0 BLOCK -REE-ER PLANS �— (1) #5 FROM FTG. TO PROVIDE HANGERS TO HOLD DOWEL LAPPED WITH WALL REINF. 10" HOOK MIN. 31" HOLD - TIE BEAM SPLICE'fU GROUTTIE BEAM <° : '; BAR IN PLACE DURING POUR, R-30 INSULATIO BE MIN. 25" GROUT COARSE SOLID REFER TO MAN. SPECS. FOR 1/2" GYP. BD. CLG. CELL SOLID SPACING REQUIREMENTS IF MIN 4" CONC. SLAB PER SHEET S2 7• • ' � ° REQUIRED NOM. 8" CMU **HANGERS NOT REQUIRED IF (2) 2x6 TOP PLATE w/ 2"X6" CONT. SUB -FASCIA SP's @ 16" O.C. TO EA. LINTEL BLOCKS ARE USED STUD 4. ,• ., '' ' 4' '; 4,4 : I?', •. .: . '' AND 2" HOLD IS MET #5 CORNER BAR b i-, ALUM. SOFFIT R•' �....t • .+� 5/8" GYP. BOARD HDR. AS PER PLAN s N ' • . •' GROUTED CELL .4 @ ALL FRAMED PROVIDE SCREEN WHEN #5 VERT. REBAR @ CORNER OPENINGS BLOCK BELOW IS NOT REQUIRED TO BE FILLED FROM FOUNDATION TO BOND BEAM a ° PT 1x NAILER WALL SHEATHING TO OVERLAP 24" CLEAN AS REQ'D. SILL PLT. 1 MIN.) (3) #5'S CONT. COMPACTED FILL W/ 3" MIN. CLEAR @ 9 STANDARD1--8"R-13 DENSITY CMU WALL INSULATION PWALL ER FRAMNGIDENSISITYPLAN 2-STORY OFFSET FOOTING TYP. CORNER VERT. NTS NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 3/4" SHEATHING TYP' (U.N.0.) 3/4"=1'-0" a TIE BEAM DTL. 1\"=1'-0° WALL REINFORCING2 10 STORY WALL 1\"=1'-0" - 2X6 #2 SPF STUDS @ 16 O.C. CONNECTION 2 x 6 BOT, PLATE W/ PRE -ENG. f SIMPSON SP'S EACH STUD FLOOR SYSTEM TO PLATE E - REFER TO PLANS I� SIMPSON MS AM 36 _ D1 @ 32" O.C. PROVIDE GALV, ALUM FLASHING ACROSS WALL SPLICE o REFER TO PLANS o TRUSS STRAPS a PER FRAMING PLAN 1X P.T. NAILER - 5/8" GYP. BD, TIE BEAM SEE 10/D1 FOR D'fL, 1 X 4 PT NAILER 1\2" GYP. BOARD PRECAST 1\2" GYP. BOARD LINTEL @OPENING I - FOR MULTIPLE WINDOW AND DOOR 7/16" APA 7/16" APA SHEATHING _ USE 2 TAPCONS PER WINDOW AT SHEATHING 3/4" FLOOR WINDOW PER FLR. PLAN HEAD AND TAPCON AT THE JAMP. 3/4" PLW FLOOR DECKING DOUBLE DOOR SINGLE DOOR DECKING 2X6 STUDS @ 16" O/C 2X6 STUDS @ 16" O/C W/ SIMPSON SP'S TO W/ SIMPSON SP'S TO BOTT. PLATE TYPICAL BUCK ATTACHEMENT DETAIL 16° DEEP SYS. 42 BOTT. PLATE 16" DEEP SYS. 42 11 FLOOR TRUSSES MSTAM36 @ 32" O.G. FLOOR TRUSSESMSTAM36 @ 32" O.C. N.T.S. @ 24 O C MIN. (2) 12d NAILS 2X6 BOTTOM PLT. W/ @ 24" O.C. 2X6 BOTTOM PLT. W/ MIN. (2) 12d NAILS MARBLE SILL PRECAST CONC 1X2 P.T. FURRING SILL GENERAL NOTES FOR EXTERIOR USE 7/16" APA RATED SHEATHING w/ 10d WINDOWS AND DOORS: _ _ @ 16" O.C. ' - ,.. @ 16" O.C. @ 2'-0" O.C. NAILS @ 4" U.C. AT ALL PANEL EDGES, 6" __ GABLE FLOOR TRUSS 2x4 PLATE 8" CMU U.C. @ INT. FRAMING, @ 8" U.C. AROUND GABLE FLOOR TRUSS 2x4 PLATE R6 INSUL. BETWEEN OPENING, 10d NAILS 6" O.C. TWO @ DBL. TOP PLT. BEYOND h 1 . WINDOW AND DOUR ASSEMBLIES TO CONFORM TO 2014 FBC BUILDING SECTION 1714.5 OR 2x4 KNEEWALL ALT.- 4x2 PRE -ENG. OR 2x4 KNEEWALL ALT.- 4x2 PRE -ENG. W/ 2x4 STUDS FURR STRIPS (1) #5 VERT. IN GROUTED CELL STAGGERED @SILL PLATE, 10d NAILS @ 4" WALL SHEATHING SPLICE — O.C. @ HEADER 2". WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH PUBLISHED W/ 2x4 STUDS FLOOR GABLELOOR @ 24" O.C. GABLE @ 24" O.C.O1X4 P.T. NAILER FULL HEIGHT. SEE MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. (2014 FBC 5 /8" TFIREED ROD @ 24" O.0 NAIL SHEATHING w/ 2 ROWS � FLOOR PLAN FOR BUILDING SECTION 1714.5.4.1) BOTTOM PLATE TO OF 8 NAILS 4" O.C. @ WOOD BASE LOCATIONS TOP PLATES (SEE 13/D1 FOR MORE INFO.' CEMENTITIOUS ' ' ' ' ' ' ' 3". WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2", WINDOW AND DOOR C. MIN 4" CONC. - FINISH ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUBFRAME 2x4 PT PLATE 2x4 PT PLATE SLAB PER S2 SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTION. (2014 4"X 4" INSPECTION PORT FBC BUILDING 1714.5.4.2) -- --- _ AT EACH FILLED CELL TYP. BUCK _ _ 0'-0" \LDIA/ 4k. WHERE THE WOOD SHIM OR BUCK THICKNESS IS 1-1/2" OR GREATER, THE SHALL BE — �,N �1 1/2" PLYWOOD s� g `; • b FIN. FL. G SECURELY FASTENED TO TRANSFER LOAD TO THE STRUCTURAL SUBFRAME. WINDOWS AND DOORS ,a SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. (2014 FBC BUILDING V GYP. BOARD — OVER BLOCK . �, .. �' ..:. ' '.... , :.g. •• SANFORD a I 1714.5.4.2) 5\8' GYP. BOARD — HETA20 @ 24" O/C • � ; • . GRADE —III= 4 v " " ,"• .. r ��p '�� 5`. UNLESS OTHERWISE TESTED, BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOWAS PT 1 x NAILER " _ I I I Iw ARS OR DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED. (2014 FBC BUILDING (2) 2x6 TOP PLATES '' < — r ,+. ,. s' ': r r F REFER FOUNDATION as I I) I _" 1714.5.4.2) _ . ,. :..; d '' PLAN FOR FTG. (� CMU WALL BELOW SYSTEM 42 FLOOR TRUSS BEYOND 64 . MULLION AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. (2014 FBC BUILDING 1714.5.5.4) SP6 16" O/C EA. STUD8' TO TOP PLATES 77 CMU WALL I I °" 4 :" jA � I" j_I I I� INFORMATION III I 1I— I I - 2x RIBBON w/ (4) 16d @ EACH TRUSS (U.N.O.) I r - 1 1/2" PLYWOOD EXTENDED OVER T/BLOCK 2X6 STUDS @ 16" O/C — I I"" E I NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN WINDOW/DOOR W/ SIMPSON SP'S TO . NO SPLICE AT HEADER 13 BOTT. PLATE JAN U(�1 I SHEATHING ELEVATION 12 N.T.S 0 BUCK NOTES KNEE WALL SECTION @FLOOR G KNEE WALL SECTION FLOOR 15 @ O N.T.S. 16 2 -STORY WALL SECTION .�� I 3/4"=1'-0.. f3 _ N.T.S. va H O V U O O H Q z o Q W � H Q �'r �r a <1 a r � i� CV O V V v C1 �� r -T �n c bfJ r— �, lt"l _d 'J -q 'n ro C Qj b ci O a v - bo 1 r__ i o �� V), m ^ c w '7 a �O o ^ a PROFESSIONAL SEAL QUO ��,��`••\,\C EIV S&` • No. •70935 — s • • ii Date: 1. 2 t�l L� QO (D l o Z DRAWN KL CHECKED CAD FILE SD -1 PROJECT DRAWING NUMBEK D-1 DATE I 5-25-16 O HIP/RIDGE BLOCKING N."r.S. SIMPSON SP's EA. STUDS TO TOP PLATE — \ SIMPSON LSTA30 W/ (18)-10d NAILS � 2x BLOCKING —� 2x6 #2 SYP STUD (c -D 16" O/C PRE-ENGINEERED WOOD TRUSSE OVERLAP TRUSS BRACING AT LEAST ONE TR OVERLAP SPACE I II �-MINIMUM (2) 16d PER JOINT L MINIMUM 2"x4" SPF OR 'SPACED AT 15'-0" MAX SYP TRUSS BRACING O TRUSS BRACING OVERLAP N."f.S. 0 GIRDER TO COLUMN CONNT. N.T.S. ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) — DOUBLE TOP 2x6 PLATE PROVIDE 2X4 MIN. BLOCKING AT SEEROOF SOF HIP/RIDGE, TYP.BETWEEN TRUSSES PLAN I— SHEATHING W/ (2) 12D NAILS EACH END •i0 TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS A SECT. A -A HEADER STUDS - FULLLENGTH WALL STUDS A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D ---I TO PREVEN r PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK FIIP SIDE OR BOTH IF REQ'D) TRUSSES G.T (2) 12D NAILS AT 12" O.C. MAX O HIP/RIDGE BLOCKING N."r.S. SIMPSON SP's EA. STUDS TO TOP PLATE — \ SIMPSON LSTA30 W/ (18)-10d NAILS � 2x BLOCKING —� 2x6 #2 SYP STUD (c -D 16" O/C PRE-ENGINEERED WOOD TRUSSE OVERLAP TRUSS BRACING AT LEAST ONE TR OVERLAP SPACE I II �-MINIMUM (2) 16d PER JOINT L MINIMUM 2"x4" SPF OR 'SPACED AT 15'-0" MAX SYP TRUSS BRACING O TRUSS BRACING OVERLAP N."f.S. 0 GIRDER TO COLUMN CONNT. N.T.S. ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) — DOUBLE TOP 2x6 PLATE SIMPSON SP's 2x6 BOTTOM PLATE EA. STUDS TO BOTr. PLATE CONC. FOOTING BELOW 10 TYPICAL FRAMING & CONNECTIONS FOR OPENING AT FIRST FLOOR N.T.S. �- MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d PER JOINT 41 CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. 3 CROSS BRACING DETAIL N.T.S. TOP SPLICE DOUBLE 10d 2 ROWS 16d @ 6" O/C BOTTOM SPLICE OVER STUD NOTE: PLATE LENGTHS MUST BE AT LEAST 64" LONG. TYPICAL TOP PLATE SPLICE DETAIL N.T.S. SIMPSON MSTCM 40 W/ 14-16d SINKERS TO BUILT-UP CORNER & 10- 1/4"x2 1/4" TITENS TO MASONRY WALL BELOW 8d @ 3" O.C., TYP, EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") 2x STUDS G EXTERIOR FRAME AT CORNER N.T.S. SHEATHING 2x STUD JOINT 1W ma GYPSUM WALLBOARD NAILING W/ 2 ROWS OF 8d NAILS @ 2X4 BLOCKING 4" O.C. EA. SIDE PLACED FLATWISE OF SPLICE (2) 16d NAILS EACH END NOTE: 1/2" PLYWOOD OR 7/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D, EXCEPT AS NOTED ON PLANS. IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. V-0" w/o BREAK ABV. SECOND FLOOR BOTTTOM PLATE TO T-0" BELOW FIRST FLOOR TOP PLATE. S SHEATHING UPLIFT WALL SPLICE N.T.S. Q1 nruinir_ CONTINUOUS LATERAL BRACING - NAIL OVER X -BRACE AS SHOWN - INSTALL BLKC. AT TRUSS WEBS FOR NAILING X -BRACING - 2x4 SPF Of w/ 2-16d (9 EACH TRUSS NOTE, DETAIL VALID ONLY IF CONTINUOUS LATERAL BRACING IS CALLED OUT ON ENGINEERED TRUSS DRAWINGS. O CROSS BRACING DETAIL N.T.S. 8-10d NAILS INTO EACH STUDS (3) SPF OR SYP w/10d @ 8" O.C. SIDE SIMPSON MS -F r HEADER ANCHOR -2nd FLOOR N.T.S. 8-10d NAILS INTO STUD BELOW HDR. 11-10d NAILS INTO / GIRDER TRUSS / 12 HEADER ANCHOR -2nd FLOOR N.T.S. 1PSON LSTA30 w/8-1 Od TOP PLATE MAY BE GLED UP TO 10 DEG. 2-2x4 SPF OR SYP TOP PLATE 242 S.Y.P. 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE FLOOR DECK FLOOR JOIST TIE BEAM PROVIDE BLOCKING BELOW JAMBS SON LSTA30 10d TO TOP PLATE. BE ANGLED UP TO _G. 1x4 SPF TOP PLATE 242 S.Y.P. 2x12 OR WIF85 HDR. (UNLESS NOTED OTHERWISE) 3) S.P.F. 2>A w/10d 8" O.C. EA. SIDE SIMPSON LSTA30 w/8-1Od TO STUDS ABOVE PLATE FLOOR DECK FLOOR JOIST TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING BETWEEN EA. TRUSS/- 2X4 DIAGONAL AT 8' 0" A MAX & EACH END ALTER TE DIRECTION TY .41 WOOD TRU - PROVIDE BLOCKING AT ALL TRUSS BEARINI A SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL I BLOCKING DETAIL N.T.S. HEADER REFER TO HEADER SCHEDULE HEADER STUDS - FULLLENGTH WALL STUDS w 0 SIMPSON SP's 2x6 BOTTOM PLATE EA. STUDS TO BOTr. PLATE CONC. FOOTING BELOW 10 TYPICAL FRAMING & CONNECTIONS FOR OPENING AT FIRST FLOOR N.T.S. �- MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d PER JOINT 41 CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. 3 CROSS BRACING DETAIL N.T.S. TOP SPLICE DOUBLE 10d 2 ROWS 16d @ 6" O/C BOTTOM SPLICE OVER STUD NOTE: PLATE LENGTHS MUST BE AT LEAST 64" LONG. TYPICAL TOP PLATE SPLICE DETAIL N.T.S. SIMPSON MSTCM 40 W/ 14-16d SINKERS TO BUILT-UP CORNER & 10- 1/4"x2 1/4" TITENS TO MASONRY WALL BELOW 8d @ 3" O.C., TYP, EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") 2x STUDS G EXTERIOR FRAME AT CORNER N.T.S. SHEATHING 2x STUD JOINT 1W ma GYPSUM WALLBOARD NAILING W/ 2 ROWS OF 8d NAILS @ 2X4 BLOCKING 4" O.C. EA. SIDE PLACED FLATWISE OF SPLICE (2) 16d NAILS EACH END NOTE: 1/2" PLYWOOD OR 7/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D, EXCEPT AS NOTED ON PLANS. IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. V-0" w/o BREAK ABV. SECOND FLOOR BOTTTOM PLATE TO T-0" BELOW FIRST FLOOR TOP PLATE. S SHEATHING UPLIFT WALL SPLICE N.T.S. Q1 nruinir_ CONTINUOUS LATERAL BRACING - NAIL OVER X -BRACE AS SHOWN - INSTALL BLKC. AT TRUSS WEBS FOR NAILING X -BRACING - 2x4 SPF Of w/ 2-16d (9 EACH TRUSS NOTE, DETAIL VALID ONLY IF CONTINUOUS LATERAL BRACING IS CALLED OUT ON ENGINEERED TRUSS DRAWINGS. O CROSS BRACING DETAIL N.T.S. 8-10d NAILS INTO EACH STUDS (3) SPF OR SYP w/10d @ 8" O.C. SIDE SIMPSON MS -F r HEADER ANCHOR -2nd FLOOR N.T.S. 8-10d NAILS INTO STUD BELOW HDR. 11-10d NAILS INTO / GIRDER TRUSS / 12 HEADER ANCHOR -2nd FLOOR N.T.S. 1PSON LSTA30 w/8-1 Od TOP PLATE MAY BE GLED UP TO 10 DEG. 2-2x4 SPF OR SYP TOP PLATE 242 S.Y.P. 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE FLOOR DECK FLOOR JOIST TIE BEAM PROVIDE BLOCKING BELOW JAMBS SON LSTA30 10d TO TOP PLATE. BE ANGLED UP TO _G. 1x4 SPF TOP PLATE 242 S.Y.P. 2x12 OR WIF85 HDR. (UNLESS NOTED OTHERWISE) 3) S.P.F. 2>A w/10d 8" O.C. EA. SIDE SIMPSON LSTA30 w/8-1Od TO STUDS ABOVE PLATE FLOOR DECK FLOOR JOIST TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING BETWEEN EA. TRUSS/- 2X4 DIAGONAL AT 8' 0" A MAX & EACH END ALTER TE DIRECTION TY .41 WOOD TRU - PROVIDE BLOCKING AT ALL TRUSS BEARINI A SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL I BLOCKING DETAIL N.T.S. w 0 WOOD TRU - PROVIDE BLOCKING AT ALL TRUSS BEARINI A SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL I BLOCKING DETAIL N.T.S. 2X8 #2 SYP PLATE W/ (4) 16d TO EACH TRUSS BELOW 1 2X6 #2 SYP RAFTER @ 16" O/C W/ SIMPSON A34 @ RIDGE BD. & PLATE 2X8 #2 SYP. RIDGE BOARD TYP. VALLEY FRAMING [ONA AT 8'-U" WOOD TRUSS 2X4 CONT. AT CONC. MASONRY T & B CHOR STEEL OR WOOD BEARING SUPPORT A—A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 M.P.H. 3 SECOND GUS -F WIND LOAD REQUIREMENTS OF THE 2014 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL NEW EXISTING CONC. " BOND BEAM NEW CONC. BOND BEAM ° NEW CMU WALL HM...... EXISTING _ CMU WALL DRILL 3/4" HOLE AND EPDXY (1) #5 BAR „ -3 MIN. 6" INTO EXISTING FILLED CELL @ 24" O/C VERT. WITH MIN. 12" LAP WITH SIMPSON ET EPDXY OR ENGINEER APPROVED EQUAL.(e.g. SIMPSON SET -KIT OR SET PAC) DRILL 3/4" HOLE AND EPDXY (2) #5 BARS MIN. 6" INTO EXISTING FOOTING WITH MIN. 12" LAP, WITH SIMPSON ET EPDXY OR ENGINEER APPROVED EQUAL.(e.g. SIMPSON SET -KIT OR SET PAC) , NEW CONC. FTG. U4., EXISTING CONC. FTG. .. .. •• i • n s A+ a any :•9 NEW CMU TO EXISTING CMU WALL G N.T.S. �vlLo/N� SANFORD am •JAN 2 za�z BY• I .� 's i� z W O V H _ U O P-1 Q � O U a W Q Q Q Q Q 0 C u � _ — '-' a) R�rD HQ UJ:.. � nJ �• o :1 O L�-, Cil rJ N c7 PROFESSIONAL SEAL GENs�•°ZZ ��''. No.70935 _ CIFPI i 9 • 1 O ilONA \\\\\\\ Date: l 2-T Y% 1'�� 6 �I QO ID DRAWN KL CHECKED CAD BILE SD -1 PmECT DRAWING NUMBER D . -2 DATL 1 5-25-16 w 0 ---I F/ 2X8 #2 SYP PLATE W/ (4) 16d TO EACH TRUSS BELOW 1 2X6 #2 SYP RAFTER @ 16" O/C W/ SIMPSON A34 @ RIDGE BD. & PLATE 2X8 #2 SYP. RIDGE BOARD TYP. VALLEY FRAMING [ONA AT 8'-U" WOOD TRUSS 2X4 CONT. AT CONC. MASONRY T & B CHOR STEEL OR WOOD BEARING SUPPORT A—A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 M.P.H. 3 SECOND GUS -F WIND LOAD REQUIREMENTS OF THE 2014 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL NEW EXISTING CONC. " BOND BEAM NEW CONC. BOND BEAM ° NEW CMU WALL HM...... EXISTING _ CMU WALL DRILL 3/4" HOLE AND EPDXY (1) #5 BAR „ -3 MIN. 6" INTO EXISTING FILLED CELL @ 24" O/C VERT. WITH MIN. 12" LAP WITH SIMPSON ET EPDXY OR ENGINEER APPROVED EQUAL.(e.g. SIMPSON SET -KIT OR SET PAC) DRILL 3/4" HOLE AND EPDXY (2) #5 BARS MIN. 6" INTO EXISTING FOOTING WITH MIN. 12" LAP, WITH SIMPSON ET EPDXY OR ENGINEER APPROVED EQUAL.(e.g. SIMPSON SET -KIT OR SET PAC) , NEW CONC. FTG. U4., EXISTING CONC. FTG. .. .. •• i • n s A+ a any :•9 NEW CMU TO EXISTING CMU WALL G N.T.S. �vlLo/N� SANFORD am •JAN 2 za�z BY• I .� 's i� z W O V H _ U O P-1 Q � O U a W Q Q Q Q Q 0 C u � _ — '-' a) R�rD HQ UJ:.. � nJ �• o :1 O L�-, Cil rJ N c7 PROFESSIONAL SEAL GENs�•°ZZ ��''. No.70935 _ CIFPI i 9 • 1 O ilONA \\\\\\\ Date: l 2-T Y% 1'�� 6 �I QO ID DRAWN KL CHECKED CAD BILE SD -1 PmECT DRAWING NUMBER D . -2 DATL 1 5-25-16 N —III'==1•II----•)II_ `'a•p.•�,•�.," ISI I I- =1 I 1=1 I I , `� $'�� p•�'�'� :I I 1=1Th (2) #5 CONT, W/ 3" MIN. CLEAR 8" 8"=1 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 1 INTERIOR FOOTING S-1 SCALE: N.T.S. 1/2" GYP.BD OVER VAPOR - BARRIER W/ R-6 INSUL. BETWEEN 3/4" P.T. VERTICAL FURRING @ 24" O.C. CHAIR BLOCK W/ #5 CONT. 4" CONC. SLAB W/ 6 _ MIL. VAPOR BARRIER CLEAN COMPACTED FILL @ 95% STANDARD DENSITY - r :III=III=III �I I ISI I I� (1) #5 FROM FTG. TO TIE BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID 8" CMU BLOCK (1) #5 FROM FTG. TO CHAIR BLOCK GROUT CELL SOLID 2 STEMWALL FOOTING S-1 SCALE: N.T.S. 12"x24" CONC. FTG. W/ (3) #5'S CONT. ON CHAIRS. 3 S-1 SCALE: N.T.S. 3 28'-0" 0 D-1 F = FILLED WITH GROUT / U = UNFILLED TYVEK PAPER BETWEEN OF LINTEL CAVITY F QUANTITY OF #5 REBAR AT 8F16-1B/1T EXISTING CMU AND NEW NOMINAL WIDTH I L QUANTITY OF #5 WOOD STUD REBAR AT TOP 2 x 6 #2 P.T. STUD @ 16" O/C EXISTING ING CMU DLI 1 4'-6" 8F30-1 B/1T TOP A-r 8'-0" 1/2" GYPSUM BOARD DRILL 3/4" HOLE AND EPDXY (1) #5 BARS MATERIALS 1\2" J -BOLT 6" FROM EA. MIN, 6" INTO EXISTING SLAB WITH MIN. 4 END OF WALL AND @32" 16" LAP, WITH SIMPSON ET EPDXY OR O.C. (7" MIN. EMBED) ENGINEER APPROVED EQUAL.(e.g. f ` P.T. BON PLATE SIMPSON SET -KIT OR SET PAC) ;•�• W/ SIMPSON N SP1 SPACING = 48" O.0 2. Fe prestressed lintels = 6000 psi. 3. fc = 3000 D-2 CONSTRUCTION TION CHAIR BLOCK W/ #5 CONT. EXISTING SLAB — :� 8" CMU BLOCK 5.4. . minimum net area compressive strength = 1900 psi. LAB — — — — — — —6-8— — — — —5-4— (1) #5 FROM FTG. =I I I X111=' - - I I I• _ F ::•;, CLEAN ; ' f Y: COMPACTED FILL ap: • I EXISTING FTG I +' - '" - --A*�f ,., " �, @ 95% STANDARD I ARE TO BE GROUTED SOLID TO TIE BEAM. �I II i .,, _ •'00DENSITY #5 REBAR Ar TOP 8. Mortar per ASTM C270 type M or S. DL_1 I S 1 r iT X2'-0" �— (I (� 8"x24" CONC. FTG. -4. 1-1/2" CLEAR -I W/ (3) #5'S CONT. 2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT. - _ _I ON CHAIRS. DRILL 3/4" HOLE AND EPDXY (1) #5 BARS WC.M.U. I MIN. 6" INTO EXISTING FOOTING WITH GENERAL NOTE'S I % MIN. 16" LAP, WITH SIMPSON ET EPDXY I OR ENGINEER APPROVED EQUAL.(e.g. I � SIMPSON SET -KIT OR SET PAC) 0 STEMWALL FOOTING SPACING = 48" O.0 S-1 SCALE: N.T.S. 3 28'-0" 0 D-1 FOUNDATION PLAN SCALE: 1/4"=P-0" HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED FBOTTOM OF LINTEL CAVITY F QUANTITY OF #5 REBAR AT 8F16-1B/1T L 1 NOMINAL WIDTH I L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP ® DLI 1 4'-6" 8F30-1 B/1T TOP A-r 8'-0" MATERIALS 91-311 LQ I I i-- 0 6 I 1 0 D-1 1. fc precast lintels = 3500 psi. 13 'A DIVISION OF FLORIDA ENGINEERED 2. Fe prestressed lintels = 6000 psi. 3. fc = 3000 D-2 CONSTRUCTION TION PRODUCTS CORPORATION CORPORATION grout psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ 1'-9" 3'-7" 5.4. . minimum net area compressive strength = 1900 psi. 1 U — — — — — — —6-8— — — — —5-4— — — —4-8 Field rebar per ASTM A615 GR40 or GR60. 1 _ F C L-1 — 7. 7/32 wire per AsTM A510. ARE TO BE GROUTED SOLID TO TIE BEAM. I DL -1 #5 REBAR Ar TOP 8. Mortar per ASTM C270 type M or S. DL_1 I S 1 r -4. 1-1/2" CLEAR u 2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT. - _ - $-r�� -' - THROUGH OUT INCLUDING ABV. MASONRY WC.M.U. I GENERAL NOTE'S I % ¢ x - I I I � ' `' p'' { r 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. � o I —GROUT 3. Installation of lintelrnustcomplywiththearchitecturaland/or structural drawings. I / a 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate = 4" THICK CONC. SLAB vertical cell reinforcing and grouting. 3 SEE NOTE #2 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and S-1 3 BOTTOM REINFORCING longer with a nominal height of 8" meet or exceed U180. I I PROVIDED IN LIN TEL 6. Bottom field added rebar to be located at the bottom of the lintel cavity. L1 I t (VARIES) 7 7/32" diarneter wire stirrups are welded to the bottom steel formechanical anchorage. 8" NOMINAL WIDTH 8. Cast -in-place concrete may be provided in composite lintel in Geu of concrete masonry units. �I 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 Q CI 4 Q Q Q 2 13 3 3 S-1 U bn D-2 2 o ar cJ Z5 cJ oil S-1 in �tk r- ar r ... I --- -- -----------------------� N ❑ on fl— 7 !J I� .1 0 n � i4 4 WQ � , CJ O 'O 'U �r --! 0, W % i Q cJ 2 o^� IJRCtt�Si,�i441 AL SEAL 0 U /p No.70935 - ------ 6'-4" ---- -- 6'-0" --------------- 6'-0" DatQA-2.4-2017 6'-0" ---- T-8" 28'-0" FOUNDATION PLAN SCALE: 1/4"=P-0" HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS TYPE DESIGNATION 4 •1 n 0 00 9 D-1 _/(� TYPIC, rivAEL—e - Im ,T rr—mc, CONNECT TO SEW WASTE WATER RISER GENERAL NOTES '1 APR 2 4 2017 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 PROVIDE 4" CONC. SLAB MIN. 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL 3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. AND TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25" 4 CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED(ESPECIALLY WHEN USING FIBER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 FIBER MESH MAY BE USED IN LIEU OF WIRE MESH, 0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM(6'-0" O.C. MAX U.N.O.)(REFER TO NOTES) AST® *gET1G LINTEL SCHEDULE F = FILLED WITH GROUT / U = UNFILLED FBOTTOM OF LINTEL CAVITY F QUANTITY OF #5 REBAR AT 8F16-1B/1T L 1 NOMINAL WIDTH I L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 4 •1 n 0 00 9 D-1 _/(� TYPIC, rivAEL—e - Im ,T rr—mc, CONNECT TO SEW WASTE WATER RISER GENERAL NOTES '1 APR 2 4 2017 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 PROVIDE 4" CONC. SLAB MIN. 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL 3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. AND TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25" 4 CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED(ESPECIALLY WHEN USING FIBER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 FIBER MESH MAY BE USED IN LIEU OF WIRE MESH, 0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM(6'-0" O.C. MAX U.N.O.)(REFER TO NOTES) AST® *gET1G LINTEL SCHEDULE LINTEL NO. HORZ. LENGTH TYPE COMMENTS L 1 6' 6" 8F16 -113/1T TOP AT 8'-0" INC ® DLI 1 4'-6" 8F30-1 B/1T TOP A-r 8'-0" 3" VTR J GENERAL PLUMBING NOTES: I vGr�Ir I r%L.L. Cn10 i nvV k.kJIVUI I IVIVJ /-\IVU t:A/-\ . I LOCATIONS OF ALL EQUIPMENT TO BE PLUMBED PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE ALL WORK WITH ALL TRADES. 2 COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA PLUMBING CODE AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 3 PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN ACCORDANCE WITH THE 2014 FPC BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING/PLUMBING CODE. 4 NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC DWV. TRENCHES SHALL BE BACKFILLED AND COMPACTED. 5 NEW C.W AND H.W PIPING SHALL BE CPUC PIPING EQUAL TO FLO.GUARD GOLD. WRAP NEW HOT WATER PIPING WITH 1" R-4 PER INCH (PER THE 2014 FLORIDA MODEL ENERGY CODE) CELLULAR RUBBER INSULATION EQUAL TO ARMSTRONG ARMAFLEX. NOTE: BRANCH PIPING LESS THAN 12' MAY BE INSULATED WITH 1/2" INSULATION PER SAME CODE. RECORD COPY #16-31SI / INC ® . MATERIALS i-- 0 0 1. fc precast lintels = 3500 psi. UAAFZ��1 'A DIVISION OF FLORIDA ENGINEERED 2. Fe prestressed lintels = 6000 psi. 3. fc = 3000 CONSTRUCTION TION PRODUCTS CORPORATION CORPORATION grout psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ P.O. Box Phone Tampa, 813-62, FloridaFlori minimum net area compressive strength = 1900 psi. GENERAL NOTES: 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. C s. Prestressing strand per ASTM A4lsgrade 270 low relaxation. 1. AREAS OF BLOCK ABV. MASONRY OPENINGS 7. 7/32 wire per AsTM A510. ARE TO BE GROUTED SOLID TO TIE BEAM. #5 REBAR Ar TOP 8. Mortar per ASTM C270 type M or S. MIN. (I) REQ'D r -4. 1-1/2" CLEAR u 2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT. - _ - $-r�� -' - THROUGH OUT INCLUDING ABV. MASONRY WC.M.U. GENERAL NOTE'S OPENINGS. U.N.O. ¢ x - I ,,Y ' `' p'' { r 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END o ,;" ' —GROUT 3. Installation of lintelrnustcomplywiththearchitecturaland/or structural drawings. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END a 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate = #5 REBAR AT BOTTOM vertical cell reinforcing and grouting. • • OF LINTEL CAVITY 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and BOTTOM REINFORCING longer with a nominal height of 8" meet or exceed U180. 7-5ra"ACTUAL I PROVIDED IN LIN TEL 6. Bottom field added rebar to be located at the bottom of the lintel cavity. t (VARIES) 7 7/32" diarneter wire stirrups are welded to the bottom steel formechanical anchorage. 8" NOMINAL WIDTH 8. Cast -in-place concrete may be provided in composite lintel in Geu of concrete masonry units. �I 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 Q CI 4 i-- 0 0 w C W r � r O u r 0 V p r O O•. 0 C7 V) ^r^ �I 4 Q CI 4 Q Q Q Q U bn U N O V V o ar cJ Z5 cJ oil U in �tk r- ar r ... aJ `�N eV n.f, ; J �h E .; C'� N ❑ on fl— 7 !J I� .1 0 n � i4 4 WQ � , CJ O 'O 'U �r --! 0, W ro 'j !+ _5 Q cJ 2 o^� IJRCtt�Si,�i441 AL SEAL 0 U No.70935 - R i F•'• ''• `�� ONA L t,i0o��\\\\\ DatQA-2.4-2017 QO *-.0( O F �o DRAWN KL C ECKLD CAD FILL, S-3 PROJECT DRAWING NUMBER S.1 DATE 9-20-16