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HomeMy WebLinkAbout810 Pecan Ave (A) 17-1179GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2014 F.B.C.M AND F.E.C.C� 2014 1. SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2) INSPECTION AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES (102mm) IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNIT. A LEVEL WORKING SPACE AT LEAST 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE THE APPLIANCE. (FBC MECH 306.1) 2. ALL DUCT" SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181A, PART 1 FOR DUCT BOARD OR UL 181B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2014 F.M.C.M. CHAPTER 6, SEC. 603 & 604 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. " DRAFT 2014 F.S.R.S. MECHANICAL VOLUME". 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4 EQUIPMENT AND APPLIANCES INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES (76MM) ABOVE ADJOINING GRADE OR SHAL BE SUSPENDED NOT LESS THAN 6 INCHES (152MM) ABOVE ADJOINING GRADE SUCH SUPPORT SHALL BE IN ACCORDANCE WITH MANUFACTURE INSTALLATION INSTRUCTIONS, AS PER 304.10 F.B.C.M 5. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 6. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL F.B.C.M. 2014 CHAPTER 5 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO LESS THAN 4 PERCENT OF FLOOR SPECIE F.B.C.M CHAPTER 4 8. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKEUP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M 2014 CHAPTER 6. 601.5 9. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL, CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE WITH MIN OF 18" FROM EXT. WALL. CONDESSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE: F.B.C.M. 2014, CHAPTER 3, SEC. 307.2.2 ALL HORIZONTIAL PRIMARY DRAIN LINE WITHIN UNCONDITIONED AREA SHALL BE INSULATED. AS PER F.B.C.M. 2014 CHAPTER 3, SEC. 307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR ANY STOPPAGE. AUXILIARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5 INCHES AND BE A MIN. 3 INCHES LARGER THAN UNIT OR COIL AND HAVE A SEPARATE DRAIN LINE AN AUXILIARY PAN WITHOUT SEPARATE DRAIN LINE SHALL BE EQUIPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. METALLIC PAN MUST HAVE MIN. THICKNESS 0.0276 -INCH, NONMETALLIC 0.0625 -INCHES, NONMETALLIC 0.0625 -INCHES, AS PER F.B.C.M. 2014 CHAPTER 3, SEC. 307.2.5 WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN PRIMARY DRAIN CONNECTION. 10. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4 HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.M. 2014 CHAPTER 3, SEC 307.2.5 11. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF SENSIBLE HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY HVAC DESIGNER. 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO F.B.C.M AND F.E.C.0 2014 FHE DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. CEILINGFLOOR FAN /ABOVE /-OR R0, WALL CAP W/ BACKDRAFT T- DAMPER CEILING PJ EXHAUST GRILLE DUCT BATHROOM EXHAUST FAN DETAIL - SIDEWALL DISCHARGE N.T.S. CEILING EXHAUST FAN DETAIL N T S FLAT ROOF CAP ROOF -I CEILING/ROOF FLASHING `� MIN. EXH. DUCT EXHAUST DUCT FRAMING EXHAUST FAN CEILING GRILLE 171 'SUPPLY DIFFUSERS RETURN AIR DIFFUSER T -STAT. BALANCE DAMPER SUPPLY TRUNK RETURN TRUNK CONDITION AREA ATTIC OR UNCONDITIONED AREA SEE GENERAL HVAC NOTES: VERIDICAL FLOW AIR HANDLING UNIT GENERAL HVAC DETAIL N.T.S. OR FLEX IN ATTIC OR UNCOND. SPACE IN CONDITION SPACE MIN. R--4, 1 INCH. RETURN AIR MFG. "OR EQUAL" � SUPP�"Y PIR � SUPPLY LATENT TOTAL-BTUH COOLING/HEATING EER SEER VOLTAGE AIR M.C.A. MAX BREAKER Q 7-7 Ji INTERIOR WALL 1 CARRIER REFRIGERANT LINES TO 31080 10920 CONDENSING UNIT 8 KW 27297 14 CONDENSATE LINE 28.9/32 44.7/48.5 RETURN AIS DUCTS MUST BE IN COMPLIANCE WITH CHAPTER 6, 2014 F.B.C.M. ROOF EXTERIOR WALL SUPPORTS 5 ft. MAX. DISTANCE TYPICAL SPIN -IN FITTING / OR TAP COLLAR APPROVED HANGER WIRE • MIN. R-6, 1 1/2" FIBERGLASS DUCT DRAW BAND FOR INTERIOR LINER OR FLEX IN ATTIC OR UNCOND. SPACE APPROVED HANGER WIRE MIN. R-6, 1 1/2" INSULATED FLEX SUPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE E 3 HANGER CHANNELL 1.5 INCH WIDE (min.) TYPICAL DUCT TRUNK SUPPORT DETAIL DUCT TRUNK TYPICAL DIFFUSER SEE GENERAL HVAC NOTE # 2 FOR 100% CLOSURES AND INSTALLATIONS IN NO CASE MATERIAL SUPPORTING FLEX DUCT THAT IS IN DIRECT CONTACT WITH IT MUST BE LESS THAN 1 J" INCHS WIDE EXTERIOR LINER SEAL SHALL FASTEN TO DUCT TRUNK AS PER 2014 FLORIDA MECHANICAL CODE SECTION 603 DUCT SUPPORT INTREVALS NONMETALLIC DUCTS HORIZONTAL DUCT - 5FT. ALL DUCT SHALL BE TESTED IN ACCORDANCE WITH UL 181 VERTICAL DUCT - 6FT. ALL DUCT SHALL BE LISTED AND LABELED AS CLASS 0 OR CLASS 1 ALL DUCT SHALL BE A MIN OF R-6 INSULATION IN UNCONDITION AREAS RM CLIP 7 "NOTE: 4 CLIPS PER CONDENSING UNIT", 1" X 1-1Z4" 14 GAUGE. METAL AIR CO DITIONIN 2 EACH 3/16" X 3/8" SHEET METAL SCREWS IN THE SLOTTED HOLES ON RM CLIP 3/16" 1-1/4 1 EACH 1/4" X 1 3/4" LONG TAPCON CONCRETE SCREW 3/0., THROUGH RM CLIP INTO CONCRETE SLAB _.___14 GAUGE CONDE77�N 5/$ METAL5�IA CONCR RM CLIPS ARE G-90 RATED FOR CORRISION/WIND RESISTANCE, ASCE 7-98, 170 MPH WINDS CONDENSING UNIT MOUNTING DETAIL NOTE: ELECTRIC REQUIREMENT FOR EQUIPMENT TO BE H . V. A. C. EQUIPMENT SCHEDULE FIELD VERIFIED BY ELECTICTIAN/MECHANICAL CONTRACTOR. A/C MFG. "OR EQUAL" MODEL NO. "EQUAL OR BETTER" SENSIBLE LATENT TOTAL-BTUH COOLING/HEATING EER SEER VOLTAGE RLA. M.C.A. MAX BREAKER CFM 0/A CFM DIA. 0/A DUCT 1 CARRIER AM FB4CNP048L00 GOND. 25HCE442A003 31080 10920 3.5 TON 42000 8 KW 27297 14 208/230 1/60 28.9/32 44.7/48.5 45/50 1300 4 INCHES Q MoQ 19.9 26.2 40 1K. (j) LU u I �n a o z (L W� uia (L H r� rn 0 N .m C.U.-1 (d 3.5 TON COND. UNIT SLAB W/P GFCI SERVICE OUTLET FAN SCHEDULE FAN# MFG. TYPE CFM VOLTS PART# DUCT DIA. 1 BROAN CEILING EXH. FAN 80 120 QTRE080 4 INCHES 2 BROAN CEILING EXH. FAN 50 120 688 4 INCHES 3 BROAN CEILING EXH. FAN 80 120 QTRE080 4 INCHES Q MoQ � o , 1K. (j) LU u I �n a o z (L MASTER BEDROOM 127 CFM 12 X 8 8„ 1 WAY 50 ??..�/,/F"M 6" 10 '`�< ' 1 AY 80 CFII EXH.F/A0 16 CFM 1 8 X 4 1 WAY -A, BEDROOM #2 » 7 108 CFM 12 X 8 1 WAY RET RN 12 ZA`-,�Il_ NEN 5ATA*2 161 CFS 10 / 6 80u � h, 1 WA Y 127 CFM 12 X 8 - 1 WAY 18" RETURN 16 X 16 I - C� I 31 CFM I i 10 X 6 1 WAY ITER W.I.C. COVERED PATIO 194 CFM 12 X 12 9" Fj 4 WAY GREAT ROOM I I .FAN I - _--UJ I C-#2 27 CFM 9" 8 X 4 1 WAY 194 CFM _ 12 X 12 T T -STAT 4 WAY II I! II RET JRj� 12" 12x1 8" 134 CFM I P I BEDROOM # 3 12 X 8 1 WAY I I I I i 0 AHU 3.5 TON 2 -CAR GARAGE --- ----.- - -_____� _---- i I I 174 CFM _ I- 12X12 4 WAY Ir ll � 14 J KITCHEN/BRKr-5T I All I I I I I I I I / COV. ENTRY � I ' I - -------------- R E T -------------- 14" 5� CFM FLAl 5CAdE:1/4'= P -fail FOYER RECORD copy � RE OMEND THAT THE DUCT TEMS SHOULD BE BALANCE D OPTIMAL PERFORMANCE 40JECT i#: 14 6 4 Q 217 R THIS HVAC SYSTEM AS DESIGNED -1S---.IN-00I`[PLIANCE WITH 2014 F.B.C.M. AND THE F.E.C.C. 2014. EFFICIENT ENERGY SERVICES, INC. ROY ABOOD STATE OF FLORIDA RATER RES. # 1316 COMM. #1361 P.O. BOX 181 ALTOONA, FL. 32702 PHONE - 352-669-9090 PLAN SHVAC©GMAIL.COM 0 r z � 0 w � � >L o� � � ILI0 U Q MoQ � o , 1K. (j) LU u I �n a o z (L W� uia (L H r� rn 0 N .m 0 o 0 z � 0 w � � >L o� � � 06tZ009Z V o 0 0 0 � 0 o 7T � � W o� � � ILI0 U Q MoQ � o , 1K. (j) LU u I �n a o z (L W� (L H r� 06tZ009Z V o 0 V V ti «' W o� � � Q MoQ � o , M � N �n a o W� H r� rn 0 N .m U10 o� �o OW S IC:TN/5Fz,4L E) 4TE RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER co - / ? DATE SANF RD BIJI�DiNG 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 � o x o _ 1 I COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #17-1179 w\LDI/�C SANFORD NEW SINGLE-�4MIL�' fisESIDENGE 5.00.21'2'"E. 44.14'(M) x o 44.'(P) ® 23,9 23, 9 ® lU x 0.5' w Ix v LOT 10 0 I 5LC)C< 10 x I T I EE F� 14 23, 85®x x 23,750 —i 024,0 23,750 - F_ L O T 1 1 N1LAL FfROFERTIE5 S10 PECAN AVE S4N�Oi�D , �LORID4 x w r O x x -a x ro WPP SITE BENCHMARK NAIL IN POWER POLE EL = 25.02 ru W ti x S.E. CORNER, BLOCK 10 TIER 14 FOUND 3/4" I RON P I PE 5.00-21'24"E (NO ID) 86.21'(M) 86'(P) W W. R/UJ L INi V °I� x'_ ® 2 ,00 x 4, 31 w I 3' CmNC. ® 23,00 'x 0 3 0 x -denotes existing grades ®23,3 -denotes proposed grades NOTE: ELEVATIONS PER NAVD88 DATUM N.E. CORNER, BLOCK 10 5.02)•21'24"E. TIER 14 FOUND 1 " 134.39'(M) IRON PIPE 134'(i:') (NO ID) N 00.21'24"W �° z 0 O 2�ti DRIVEWAY PER CI . � ❑ �I STANDDAR�' S CONC- 81PEWALK n SITE BENCHMARK "X" CUT IN WALK ELEVATION = 23.23 X - EXISTING ELEVATIONS ® - PROPOSED ELEVATIONS PROP. DIRECTION OF DRAINAGE NEW CONSTRUCT I ON NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF SEC. 8301 OF THE FLORIDA BUILDING CODE RESIDENTIAL 2014 EDITION. 1. RISK CATEGORY = 11 2. NOMINAL DESIGN WIND SPEET = 108 3. ULTIMATE DESIGN WIND SPEED = 140 (FROM FIGURE 8031.2(4) 4. WIND IMPORTANCE FACTOR = 1.0 5. WIND EXPOSURE = CATEGORY C LEGAL DESCRIPTION LOT 10, BLOCK 10, TIER 14, SEMINOLE PARK, AS RECORDED IN PLAT BOOK 2 PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA EDGE OF PAVEMENT n�� 2K_ Z 5 I T E FLAN CENTERLINE OF 82' PLATTED PUBLIC R/W SCALE:3/32'- V-0' X - EXISTING ELEVATIONS ECAN AVEN�E z,y JUN 2 0 417 Li � INDEX OF Df'AUJING5 z AREA 5HEET # DESCRIPTION CS ...................... COVER SHEET A101 ...................... FLOOR PLAN 4102 ...................... ROOF PLAN 4201 ...................... ELEVATIONS M101 ---------------------- MECHANICAL PLAN E101 ......................ELECTRICAL PLAN P101 ................ ...... PUMBING PLAN 5101 ------------- - -------- FOUNDATION PLAN 5102 ...................... LINTEL PLAN 5103 ...................... NOTES 5104 ..................... FRAMING PLAN 5105 ...... . . . . . ......... . . DETAILS / SECTIONS EDGE OF PAVEMENT n�� 2K_ Z 5 I T E FLAN CENTERLINE OF 82' PLATTED PUBLIC R/W SCALE:3/32'- V-0' X - EXISTING ELEVATIONS ECAN AVEN�E z,y JUN 2 0 417 Li � r z AREA TABULATIONS 61 d W AIR CONDITIONED GARAGE COVERED PATIO COVERED ENTRY 1,502 495 139 39 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL HOUSE 2,115 SQ. FT. ':U3 O � 111 EDGE OF PAVEMENT n�� 2K_ Z 5 I T E FLAN CENTERLINE OF 82' PLATTED PUBLIC R/W SCALE:3/32'- V-0' X - EXISTING ELEVATIONS ECAN AVEN�E z,y JUN 2 0 417 Li � r z � 61 d W � 0 4 I _j }- 11.E Q T ':U3 O � 111 Nr z O Q- m Q u U_ 111 N pp w Z q U aD 4 1 m.'§ 1 r- a0 0 z � 61 d W � 0 4 I _j SHEET OF CS 12 0 a � 61 0 � 0 }- 11.E Q T ':U3 O � 111 0 z O Q- m Q u U_ 111 N pp w Z q U aD 4 ul Z o SHEET OF CS 12 M r FLOOfR FLAN SCALE:1/4'■ 1'-m' � r A z 0 Z Z Z Z 0 � w 0 0 � tJ7 cN � N � N W 4 O 00 N LL� 0 N Z 1.0 U- idlilgir-110 0 aQ O O U O z 0 Z Z Z Z 0 � w 0 0 U— 06�Z009zvv 0 0 Z Z Z Z 0 �U 0 � tJ7 0 . N � N W 4 O 00 N LL� 0 N Z 1.0 U- � OL 0 aQ O O U Q� —1 U 61 Z N w lU z O 06�Z009zvv o 0 0 Z Z Z Z W a' . N � N W O 00 N 0 aQ O O Q� Ln SIGN/SEAL DATE SHEET A1o1 OF 12 VENTILATION GAL CUL AT I ONS: DING CODE SECTION 8806 ROOF VENTILATION OND. ATTIC AREA ■ 1996 I UPPER ATTIC) SF/300 ■ '1 SQ FT) x 144 = ITILATION IN ATTIC ITS ■ IO 110 D ■ ED S NEEDED 3 (p.6S SQ FT 958 SQ. IN. NFA 384 SQ. IN. NFA REQUIRED. 2.14 VENT BOXES REQUIRED OFF RIDGE VENTS NEEDED NTS AT LEAST THREE FEET ABOVE EAVES AND MINIMUM TWO FEET E FIELD LOCATED) ROOF FLAN SCALE:1/4'■ V-0' 0 r z 1.0 � 4 w � 0 'n Q cp ' „ 'Q LLQ. uO ccv } m z —CIA NM'td1�9rcp w lu 0 z 1.0 � 4 w � 0 z q L u - 06bZ009zvv 0 z Z 0 ZA►—, 00 W 0 0 dN • � N w 0 M �w d �O O�w Fp 0— SIGN/SEAL '—' SIGN/SE,AL DATE SHEET ,102 OF 12 dl 0 1.0 � � � 0 'n Q 0 z� „ 'Q LLQ. uO ccv Q z w lu 06bZ009zvv 0 z Z 0 ZA►—, 00 W 0 0 dN • � N w 0 M �w d �O O�w Fp 0— SIGN/SEAL '—' SIGN/SE,AL DATE SHEET ,102 OF 12 FIBERGLASS SHINGLES — 12 5 s .. 01-01 0'-01 PIN. PLR r- FRONT ELEVATION 0'-0' PIN. PLR Sl -41 BRG. HG. 0'-0' PIN. PLR SCALE:I/4'• 1'-0' FIBERGLASS SHINGLES — 91-A7I Br -a. HG. 1,11to� MIAIlii� RIr_;;�4T ELEVATION SCALE:1/4'= 1'-0' 1.1/11111■11111■111■I■11111■111■I■11111■11111■111■I■11111■��:� �.� IiIoI11IIIM0a10MaI=111111x111■,UNIOIr1S1O,WINIa1011to101aI 01-01 FIN. PLR. i.........._..;...... __. ..... �j........................ ........................ .... .. .... -1.1 ... ....... L........_.._....._....._-.'._� - © -�— STUCCO FIN.— STUCCO FIN. -- LEFT ELEVATION SCALE:I/4'■ 1'-0' FIBERGLASS SHINGLES — REAR ELEVATION FIBERGLASS SHINGLES SCALE:1/4'= I'-0' c31-41 BRG. HG. 01-01 PIN. PLR 01-08 PIN. PLR 140 M.F.H. Z WIND FIRE55URE TA5L.E lU LULU WINDOW AREA 0 NEGATIVE U1 IN 50. FT. REAR ELEVATION FIBERGLASS SHINGLES SCALE:1/4'= I'-0' c31-41 BRG. HG. 01-01 PIN. PLR 01-08 PIN. PLR O 140 M.F.H. Z WIND FIRE55URE TA5L.E lU LULU WINDOW AREA POSITIVE NEGATIVE U1 IN 50. FT. 8 �A 0.0'-100- 353 -38.2 O © 10.0' - 20.0' 33.1 -36.1 zu © 200' - 50.0' 31.6 -34.6 QD 50.0' - 100.0' 30.0 -33.0 ❑E 100.0' - 500.0' 263 -293 0 00' - 100' 353 -41.2 —Nc�1'd'��9r'aD B a 0 10.0' - 20.0' 33.1 -44.0 ih FH_� 20.0' - 50.0' 31.6 -39.8 Z QJ 500' 300 Q 1000,- 500.0' 263 -293 O Z lU LULU 0 U1 O 8 Q Z O N O 1 U_ w N I V zu } w w z o —Nc�1'd'��9r'aD O Z lU LULU 0 U1 O SIGN/SEAL Cv 13-17 DATE SHEET A201 OF 12 0 lU 0 U1 8 Q Z O O 1 U_ w N I V zu w w z o SIGN/SEAL Cv 13-17 DATE SHEET A201 OF 12 GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2014 F.B.C.M AND F.E.C.0 2014 1. SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2) INSPECTION AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES (102mm) IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNIT. A LEVEL WORKING SPACE AT LEAST 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE THE APPLIANCE. (FBC MECH 306.1) 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181A, PART 1 FOR DUCT BOARD OR UL 181B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2014 F.M.C.M. CHAPTER 6, SEC. 603 & 604 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. to DRAFT 2014 F.S.R.S. MECHANICAL VOLUME". 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4 EQUIPMENT AND APPLIANCES INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES (76MM) ABOVE ADJOINING GRADE OR SHAL BE SUSPENDED NOT LESS THAN 6 INCHES (152MM) ABOVE ADJOINING GRADE SUCH SUPPORT SHALL BE IN ACCORDANCE WITH MANUFACTURE INSTALLATION INSTRUCTIONS, AS PER 304.10 F.B.C.M 5. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 6. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL F.B.C.M. 2014 CHAPTER 5 7. BATHROOMS CONTAINING BATH TUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO LESS THAN 4 PERCENT OF FLOOR SPECIE F.B.C.M CHAPTER 4 8. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKEUP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M 2014 CHAPTER 6. 601.5 9. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL, CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE WITH MIN OF 18" FROM EXT. WALL. CONDESSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. F.B.C.M. 2014, CHAPTER 3, SEC. 307.2.2 ALL HORIZONTIAL PRIMARY DRAIN LINE WITHIN UNCONDITIONED AREA SHALL BE INSULATED. AS PER F.B.C.M. 2014 CHAPTER 3, SEC. 307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR ANY STOPPAGE. AUXILIARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5 INCHES AND BE A MIN. 3 INCHES LARGER THAN UNIT OR COIL AND HAVE A SEPARATE DRAIN LINE AN AUXILIARY PAN WITHOUT SEPARATE DRAIN LINE SHALL BE EQUIPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. METALLIC PAN MUST HAVE MIN. THICKNESS 0.0276 -INCH, NONMETALLIC 0.0625 -INCHES, NONMETALLIC 0.0625 -INCHES, AS PER F.B.C.M. 2014 CHAPTER 3, SEC. 307.2.5 WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN PRIMARY DRAIN CONNECTION. 10. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4 HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.M. 2014 CHAPTER 3, SEC 307.2.5 11. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF SENSIBLE HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY HVAC DESIGNER. 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO F.B.C.M AND F.E.C.0 2014 THE DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. WALL CAP CEILING FLOOR W/ BACKDRAFT FAN DAMPER r0ABOVE R ROOF CEILING QJ EXHAUST GRILLE DUCT BATHROOM EXHAUST FAN DETAIL - SIDEWALL DISCHARGE N.T.S. CEILING EXHAUST FAN DETAIL N T S LAT ROOF CAP ROOF CEILING/ROOF FLASHING •I MIN. EXH. DUCT FRAMING EXHAUST FAN EXHAUST DUCT CEILING GRILLE ®>SUPPLY DIFFUSERS RETURN AIR DIFFUSER T -STAT. BALANCE DAMPER SUPPLY TRUNK RETURN TRUNK SEE GENERAL HVAC NOTES: VERIDICAL FLOW AIR HANDLING UNIT GENERAL HVAC DETAIL CONDITION AREA N.T.S. ATTIC OR UNCONDITIONED AREA ALL SUPPLY AND RETURNS MUST BE MIN. R-6, 1 1/2" FIBERGLASS DUCT OR FLEX IN ATTIC OR UNCOND. SPACE IN CONDITION SPACE MIN. R-4, 1 INCH. a �pp1.Y AR a SUPPLY MR 4 INTERIOR WALL REFRIGERANT LINES TO CONDENSING UNIT CONDENSATE LINE RETURN AIR I a 0 R AIRR DUCTS MUST BE IN COMPLIANCE WITHICHAPTER 6, 2014 F.B.C.M. EXTERIOR WALL SUPPORTS 5 ft. MAX. DISTANCE TYPICAL SPIN -IN FITTING OR TAP COLLAR APPROVED HANGER WIRE DRAW B D FOR INTERIOR LINER MIN. R-6 � 1 1 /2" FIBERGLASS DUCT OR FLEX A C OR UNCOND. SPACE APPROVED HANGER WIRE MIN. R-6, 1 1/2" INSULATED FLEX UPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE Lll� I HANGER CHANNELLVt5 INCH WIDE (min.) I TYPICAL DUCT TRUNK SUPPORT DETAIL L SEE GENERAL HVAC NOTE # 2 DUCT TRUNK FOR 10OX CLOSURES AND INSTALLATIONS / EXTERIOR LINER S L SHALL FASTEN TO DUCT TRUNK AS PER 2014 FLOR A MECHANICAL CODE SECTION 603 DUCT SUPPORT INTREVALS HORIZONTAL DUCT - 5FT. VERTICAL DUCT - 6FT. TYPICAL DIFFUSER IN NO CASE MATERIAL SUPPORTING FLEX DUCT THAT IS IN DIRECT CONTACT NTH IT MUST BE LESS THAN 1 INCHS NONTALLIC DUCTS ALL D T SHALL BE TESTED IN ACCORDANCE HATH UL 181 ALL D SHALL BE LISTED AND LABELED AS CLASS 0 OR CLASS 1 ALL DU SHALL BE A MIN OF R-6 INSULATION IN UNCONDITION AR RM CLIP "NOTE: 4 CLIP R CONDENSING UNIT". n / » x, 14 GAUGE METAL f aAIR CO 2 EACH 3/16" X' 8" SHEET METAL SCREWS 3/4" 0 IN THE SLOTTED H ES ON RM CLIP 1 EACH 1/4" X 1 3`1 LONG TAPCON CONCRETE SCREW OUGH RM CLIP IN CONCRETE SLAB 5/8" ua cAuce CONDENSING U, 5/16" METAL DIA, CONCRETE SLAB RM CLIPS ARE G-90 RATED FOR CORRISION/WIND RESISTANCE, ASCE 7-98, 170 M S CONDENSING UNIT MOUNTING DETAIL TO BE H . V. A. C. EQUIPMENT SCHEDULENOTE: FOR FIELD VERIFIED ELECTRIC BYEREMENT E EICTICTIAN/MECHANICALNCONTRACTOR. A/C » MFG. » OR EQUAL » MODEL NO. ,� EQUAL OR BETTER SENSIBLE LATENT TOTAL-BTUH COOLING/HEATING EER SEER VOLTAGE RLA. M.C.A. MAX BREAKER CFM 0/A CFM DIA. 0/A DUC 1 CARRIER AM FB4CNP048L00 cmm 25HCE442AO03 31080 10920 3.5 TON 42000 8 KW 27297 14 208/230 1/60 28.9/32 44.7/48.5 45/50 1300 4 INCHES 19.9 26.2 40 N 0 � O COND. UNIT SLAB W/P GFCI SERVICE OUTLET FAN SCHEDULE FAN# MFG. TYPE CFM VOLTS PART# DUCT DIA. 1 BROAN CEILING EXH. FAN 80 120 QTRE080 4 INCHES 2 BROAN CEILING EXH. FAN 50 120 688 4 INCHES 3 BROAN CEILING EXH. FAN 80 120 0TRE080 4 INCHES j O �4 Z N 0 127 CFM 2 X 8 ;„�' WAY 50 10 E;l )CF 180 161 KM rn 8 X 1 WA wpmy \7- 108 Cl 12 X f 1 WAY 127 CFM 12 X 8 1 WAY 8" RETURN 16 X 16 31 CFM 10 X 6 1 WAY 194 CFM 12 X 12 go 4 WAY 9" 194 CFM 12 X 12 4 WAY 14 8" 134 CFM 12 X 8 1 WAY 0 AHU_ 3.5 TON RETUR 12 X12 _._..__. 5 CFM 1 X 6 I ........ AY 16 14 A I e- 8„ 4 WAY KITCHEN/BRKFST i1 I I I i I I I COV. ENTRY i 1"IECHANICAL FL SCA E:1/4'= 1'-0' FOYER WE RE�OMEND THAT THE DUCT OR OPTIMA PERFORMANCE CED PfOJECT 146 4 0 217 R THIS HVAC SYSTEM AS DESIGNED -414.. COM LIANCE WITH 2014 F.B.C.M. AND THE F.E.C.C. 2014. EFFICIENT ENERGY SERVICES, INC. ROY ABOOD STATE OF FLORIDA RATER RES. # 1316 COMM. #1361 P.O. BOX 181 ALTOONA, FL. 32702 PHONE - 352-669-9090 PLANSHVACOGMAIL.COM 0 z l.0 � w 4 I L O cN lLOJUL N U- w OL } j O �4 Z N 0 � O 0 z l.0 � w 4 06bZ009zvv (-� Z • z Z C I I 1 w W og �o o `o O N � N a� W� F k. W 00 Q U C7 0� P O �o O^" N SIGN/SEAL DATE 7 SHEET 10 1 OF 12 0 l.0 � Ouj VJ I L O lLOJUL N U- w OL L j O �4 Z N 0 � O 06bZ009zvv (-� Z • z Z C I I 1 w W og �o o `o O N � N a� W� F k. W 00 Q U C7 0� P O �o O^" N SIGN/SEAL DATE 7 SHEET 10 1 OF 12 =IL AN SCALE:i/4'= 1'-0' ELECTRICAL LEGEND NOTES DEFINITION SYMBOL SWITCH C, 9 -WAY OPER SWITCH Q A CEILING LIGHT VAPOR PROOF O O LIGHT VP VERIFY DIPI IE 4' RECESSED 0 LOCATIONS CAN -1 WIRE FOR CEILING MTD. Lk34T� cN FUTURE LIGHT W/ OPTIONAL PAN VENT. TO VJ EXTER VENT. PAN } , Z' LWW STRI' z ,MICTION COX o PANEL p METER ISATTERY C 0MDO SMOKE pAa pQJP DETECTOR / CARBON • MONOXIDE DETECTOR PENDANT LIGHT INTERNET . AIR COND. DISCONNECT A� WATER HEATER DISCONNECT W/H TELEVISION a JACK WALL r1a,NTED LIGHT n Y 110V OUTLET I/7 OF OUTLET WIRN!'D TO IIDV OUTLET SWITCH mcu[Fw WITH a"OUND FAULT IIOV OUTLET MTERJPTER GF16 EXTERIOR WATERPROOF OUTLET VERIFY SIZE OF ELECTRICAL SERVICE t METER LOCATION NOTE: ALL OUTLET94UT676.6ED IN THE FOLLOWINCs ROOMS SHALL BE AF.C.I. (ARC FAULT CIRCUIT INTERUPT) RATED. FOYER DINING ROOM DEN/STUOY LIVING ROOM BUTLERS PANTRY BREAKFAST NOOK FAMILY ROOM MUD ROOM VESTIBULES BEDROOMS CLOSETS cp r 0 Q W O Q A L Q OL 04 ' 0 m Q z -1 OL cN V VJ } , z o n� OL _U U w w 0 Q W O Q n� OL _U U w w SIGN/SEAL DATE SHEET E101 OF 12 0 O v! W i L Q OL U 0 m Q z -1 OL V VJ z o SIGN/SEAL DATE SHEET E101 OF 12 SCALE:I/4'= V-0' TO SEWAGE DISPOSAL SYSTEM 1 � UTILITY BOX 3' 3' v.T.R �J 11/2' G.V. I 2 -COMPS / \ -2' G.v. 3, I SINK 1 -4-2' C.V. LAV I 2' G.Y. 1 G.O. W.G. TUB 1 1/2' G.V. ,. 3' I W.G. I LAY. i 3' I 2. T11 1/2' G.Y. LAV. .0.2' 2, 1 SHOWER TUB / PLUMBING RISER D1,4GiRA1"I NO SCALE PLUMBING FIXTURE SCHEDULE r DESCRIPTION WASTE TRAP VENT GOLD WATER HOT WATER NOTES LAVATORY 11/2' 1-1/2' 1-1/4' 1/2' 1/2' WATER CLOSET 3' INTEGRAL 2' MIN. 1/2' --- Q- 2-COMPARTMENT SINK 2' 2' 1-1/2' 1/2' 1/2' OL TUB 2' 2' 1-1/2' 1/2' 1/2' SHOWER 1-1/2' 1/2' 1/2' w Z WASHING MACHINE 3' 2' 1-1/2' 1/2' 1/2' WATER HEATER - - - - - - --- 3/4 --- 40 GAL. t DRAIN PAN PLUMBING GENERAL NOTES 1. ALL WORK SHALL CONFORM WITH FLORIDA PLUMBING CODE, 2014 EDITION 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF UTILITIES IN FIELD. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 4. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES. 5. INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES. 6. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC IN ACCORDANCE WITH ASTM D 2665. PVC PIPE FITTINGS SHALL BE IN ACCORDANCE WITH ASTM D 3311. JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH ASTM D 2855 USING SOLVENT CEMENT IN COMPLIANCE WITH ASTM D 2564. 7. ALL PIPING SHALL BE CONCEALED WITHIN THE CEILING SPACE, WALLS AND CHASES AS SHOWN ON PLANS. 8. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING PENETRATIONS. 9. COLD WATER AND HOT WATER PIPING SHALL BE SCHEDULE 40 CPVC IN ACCORDANCE WITH ASTM F 441. PIPE FIITINGS SHALL BE IN ACCORDANCE WITH ASTM F 483. JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH ASTM D 2846 USING SOLVENT CEMENT IN COMPLIANCE WITH ASTM F 493. 10. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY AND VIBRATION THE ENTIRE LENGTH. 11. CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTERS EQUAL TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS PER MANUFACTURER'S RECOMMENDATIONS. AIR CHAMERS SHALL NOT BE SUBSTITUTED FOR FACTORY FABRICATED WATER SHOCK ARRESTORS. 12. FURNISH AND INSTALL A TIMECLOCK FOR THE WATER HEATER. 13. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. 14. ALL SOIL, WASTE, AND VENT PIPING SHALL BE SLOPED 1/4" PER FOOT (2%) FOR PIPES 2 1/2" AND SMALLER AND 1/8" PER FOOT (1%) FOR PIPES 3" AND LARGER. 15. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 16. SET WATER HEATER THERMOSTAT TO 140 'F MINIMUM. SET THERMOSTATIC MIXING VALVES FOR 120 'F MAXIMUM WATER TEMPERATURE. 17. PIPE ALL P&T VALVES FROM WATER HEATERS TO OUTSIDE OF BUILDING USING FULL SIZE COPPER PIPING. N r z 1.0 e Q w A Q c W LLIQ Q- 'Qu N m ,n OL �p Z w Z w O z 1.0 e Q w z Q 06bZ00gzvv $I 0 Z Z 0 � W W o� N N E� w H 000 N . M �w d ti o �o O 07 . N SIGN/SEAL DATE SHEET F1o1 OF 12 0 0 1.0 e z Q c W LLIQ 06bZ00gzvv $I 0 Z Z 0 � W W o� N N E� w H 000 N . M �w d ti o �o O 07 . N SIGN/SEAL DATE SHEET F1o1 OF 12 0 0 1.0 e W LLIQ Q- 'Qu - z ,n OL �p Z w Z w O 06bZ00gzvv $I 0 Z Z 0 � W W o� N N E� w H 000 N . M �w d ti o �o O 07 . N SIGN/SEAL DATE SHEET F1o1 OF 12 s�Ssi0 iIIIIIIiII I IIIIII I II III '�'IIIIIIIIIIII3I(IIIII IIiI I III II II\ III II(I IIIIII I(I' '-5m'"-lm■—' — `"IIIIIIIII IIII IIIIII IIIIi III I — —III�IIII IIIII( II I --1216— '0- -- 431' ' M.O. � 8'— J �XII — 12J — ' I CSC' 213.0 ' OR 1IIIIIIIIIIIIIIIII(II IIIIi' -III `0P l SIIIIIIIIIIiI IIII IIII IIII L0r�e�A B HOSE BIBB LU/ I-+5ARCONT UOUS04 ' r t 4' 5 C ONC. S'LAB RE IN F . W / 6x6' *I0/10 WWM OR FIB E R TYP. 16' X 10' GONG. REINFORCEMENT ON FOOLING 2-teBARS 4 CONTINUOUS WELL -COMPACTED, CLEAN , TERMITE TREATED FILL Mn ib' X 10' MONOLITHIC CONCRETE FOOTINW/ 2-5 BARS CONTINUOUS tub CONC.YP. 16' X 10 OOTING 2-5 BARS ONTINUOUSpower 4' GONG. SLAB W/ 6X6 10-10 W.W.M. ON Co MIL l VAPOR BARRIER, AND TERMITE TREATED, WELL -COMPACTED FILL--\ Bn FIN. SLA TYP. 16' X 10" CONC. REF. ELEV. +0-0 FOOTING 2-+5 BARS CONTINUOUS 6'-6 L0'2' 2'-11' e---.. .--- HO E BIBBItub 2 -comp. sink M.O. 4' CONC. SLAB RE INF. W/ 6x6" "0/10 WwM OR FIBER A REINFORCEMENT ON -COMPACTED, CLEAN ,WELL r4 -m' '_011 TERMITE TREATED FILL 210 HosE3133 8X 12'GONG.DROP SLAB w/1-5 BAR CTINU US TYP. 16' X 10' GONG. TYP. 16' X 10' CONC. FOOTIN2-05 BARS FOOTING 2-I5 BARS/ CONTINUOUS CONTINUOUS N 4' GONG. SLAB RE INF. W/ 6x6 "10/10 WWM OR FIBER REINF. ON 6 -MIL POLTEtHYLENE VAPOR N---- ----------------------- j - - - - - - ---- --- BARRIER ON WELL -COMPACTED, GLEAN, TERMITE TREATED FILHOSE BIBB 3'-0' 12'-0' oZ FOUNDATION FLAN -0' GONG. DROP SLAB W/ 1-05 SCALE -1/4'm � O z lu r 0 ZAv1 W w � q 4 o0 M� 0 p N G� N � O d . Do . � N 1.0 Z w O00 BARS CONT. 34'-0' s�Ssi0 iIIIIIIiII I IIIIII I II III '�'IIIIIIIIIIII3I(IIIII IIiI I III II II\ III II(I IIIIII I(I' '-5m'"-lm■—' — `"IIIIIIIII IIII IIIIII IIIIi III I — —III�IIII IIIII( II I --1216— '0- -- 431' ' M.O. � 8'— J �XII — 12J — ' I CSC' 213.0 ' OR 1IIIIIIIIIIIIIIIII(II IIIIi' -III `0P l SIIIIIIIIIIiI IIII IIII IIII L0r�e�A B HOSE BIBB LU/ I-+5ARCONT UOUS04 ' r t 4' 5 C ONC. S'LAB RE IN F . W / 6x6' *I0/10 WWM OR FIB E R TYP. 16' X 10' GONG. REINFORCEMENT ON FOOLING 2-teBARS 4 CONTINUOUS WELL -COMPACTED, CLEAN , TERMITE TREATED FILL Mn ib' X 10' MONOLITHIC CONCRETE FOOTINW/ 2-5 BARS CONTINUOUS tub CONC.YP. 16' X 10 OOTING 2-5 BARS ONTINUOUSpower 4' GONG. SLAB W/ 6X6 10-10 W.W.M. ON Co MIL l VAPOR BARRIER, AND TERMITE TREATED, WELL -COMPACTED FILL--\ Bn FIN. SLA TYP. 16' X 10" CONC. REF. ELEV. +0-0 FOOTING 2-+5 BARS CONTINUOUS 6'-6 L0'2' 2'-11' e---.. .--- HO E BIBBItub 2 -comp. sink M.O. 4' CONC. SLAB RE INF. W/ 6x6" "0/10 WwM OR FIBER A REINFORCEMENT ON -COMPACTED, CLEAN ,WELL r4 -m' '_011 TERMITE TREATED FILL 210 HosE3133 8X 12'GONG.DROP SLAB w/1-5 BAR CTINU US TYP. 16' X 10' GONG. TYP. 16' X 10' CONC. FOOTIN2-05 BARS FOOTING 2-I5 BARS/ CONTINUOUS CONTINUOUS N 4' GONG. SLAB RE INF. W/ 6x6 "10/10 WWM OR FIBER REINF. ON 6 -MIL POLTEtHYLENE VAPOR N---- ----------------------- j - - - - - - ---- --- BARRIER ON WELL -COMPACTED, GLEAN, TERMITE TREATED FILHOSE BIBB 3'-0' 12'-0' oZ FOUNDATION FLAN -0' GONG. DROP SLAB W/ 1-05 SCALE -1/4'm � O z lu r 0 ZAv1 W w � q 4 o0 M� 0 p N G� N � O d . Do . � N 1.0 Z 06�Z009ZW ZAv1 W w � 06�Z009ZW ZAv1 W q 4 o0 M� 0 p N G� N � O d . Do . � N 1.0 Z w O00 06�Z009ZW ZAv1 W o0 M� 0 p N G� N � O d . Do . N SIGN/SEAL DATE SHEET 51or- 01 12 z n� 1J-- w _z CAST—CRETE PRECAST LINTEL SCHEDULE (OR EQUAL) QUANTITY LINTEL NO. LENGTH TYPE COMMENTS 2 L 1 4'-8' SF14-115/0T 10 L 2 4'-6' SF14—I13/0T 1 L 3 5'-10' 8F24—I15/1T 2 L 4 3140' SFS -15/0T 1 L 5 S'-8' 8FI6-1B/0T BOTT. 0 1 L 6 SFS-15/IT BOTT. a +8'-0' 1 L -1 13'-4' 8F24-I15/1T I L 8 SF24-115/1T 1 L 9 3'-8' 8F8-1B/0t r 0 cm O 0 L A w p Q In i- W 1,u a � ul 0 Z O 1L �Q ' U p Z —cYcntt�11�9ra0 w Z z n� 1J-- w _z CAST—CRETE PRECAST LINTEL SCHEDULE (OR EQUAL) QUANTITY LINTEL NO. LENGTH TYPE COMMENTS 2 L 1 4'-8' SF14-115/0T 10 L 2 4'-6' SF14—I13/0T 1 L 3 5'-10' 8F24—I15/1T 2 L 4 3140' SFS -15/0T 1 L 5 S'-8' 8FI6-1B/0T BOTT. 0 1 L 6 SFS-15/IT BOTT. a +8'-0' 1 L -1 13'-4' 8F24-I15/1T I L 8 SF24-115/1T 1 L 9 3'-8' 8F8-1B/0t O 0 L A w p Q z n� 1J-- w _z CAST—CRETE PRECAST LINTEL SCHEDULE (OR EQUAL) QUANTITY LINTEL NO. LENGTH TYPE COMMENTS 2 L 1 4'-8' SF14-115/0T 10 L 2 4'-6' SF14—I13/0T 1 L 3 5'-10' 8F24—I15/1T 2 L 4 3140' SFS -15/0T 1 L 5 S'-8' 8FI6-1B/0T BOTT. 0 1 L 6 SFS-15/IT BOTT. a +8'-0' 1 L -1 13'-4' 8F24-I15/1T I L 8 SF24-115/1T 1 L 9 3'-8' 8F8-1B/0t SIGN/SEAL cvl'� �._ � � DATE SHEET 512 OF 12 O 0 L p cn a i- W 1,u a � ul 0 Z O 1L �Q ' U p Z w Z W O SIGN/SEAL cvl'� �._ � � DATE SHEET 512 OF 12 SAFE LOAD TA5L Ee FOR GRAVITY, UPLIFT 4 LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS CiK1IM SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8U8 8FB-08 BF12-08 81`16-06 8F20-08 81`24-013 8F28-08 81`32-06 8F8 -1B BFi2-18 8F16 -1B 81`20-1B 81`24-1B BF28-18 BF32-16 2'-10'(34-) PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 1 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 1 5961 7034 8107 2693 4605 1 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 M 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 po 7342pq 8733(1e 10127,e 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 1 2622 4360 1 7168(e) 6036(q 7181(ie) 832808 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 1039 882504 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 1 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472(,6 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 6390(4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(30.4754(m) 4038 11'-4"(136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1 1254 1684 2193 2805 3552 13'-4"(160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0"(168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4"(184") PRESTRESSEDN.R. 2544 NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR I NR NR NR300 548 950 1326 1609 1849 2047 19'-4"(232') PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4"(256') PRESTRESSED N.R. NR NR NR NR NR NR NR 160 340 598 845 1114 1359 1468 22'-0"(264') PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR129 NR NR NR NR NR 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS Cwar�CAetr SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8 -1T 8F12 -1T BF16-17 81`20-iT 81`24-1T 81`28-1T 81`32-1T LENGTH 4349 8F8 -2T 81`12-2T 81`16-2T BF20-2T 8F24 -2T 8F28 -2T 8F32 -2T 2'-10"(34") PRECAST 1972 3173 4460 5747 7034 8321 9608 5'-8" (68') PRECAST 5074 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 3174 74021 3700 8706 it 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 1 2192 3079 3966 1 4853 5740 6627 3776 5743 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1651 2204 1207 1940 2724 3508 4292 5077 5861 5'-4" (64') PRECAST 1016 1632 2290 2949 3607 4265 4924 2442 2931 1016 1632 2290 2949 3607 4265 4924 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 2652 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (14 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 1021 1634(, „ 2102 2571, 3039,6 3508 s 727 1166 1634 1 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(, 1471 ,5) 1811 , 2152(is) 2494 (1 591 851 1326 1705 2084 2463 2842 10'-6" (126') PRECAST 530 552 914 , 1185 , 1 a58 , 1732 ,s 2007 (1 530 686 1183 1526 1865 2204 2544 11'-4" (136') PRECAST 474 485 1 798(lo 1034 (to 12721 1510(1 1749(,x1 494 599 1028 1422 1 1738 2053 2369 12'-0" (144") PRECAST 470 N) 441 723(1-4) 936 (") 1151(1 1366(s 1582(, 470 543 928 1349 1649 1948 2247 13'-4"(160') PRECAST 418 (,s 373 606 (14) 783 ,� 962 ,4 1141 ,4 1321 ,� 428 455 770 1145 1444 1718 1993 14'-0" (168°) PRECAST 384 rys 346 559 „ 723 a 887 ,4 1052 ,4 1218 14 410 420 709 1050 1434 ( 1694 p 1954 M 14'-8"(176") PRESTRESSED 239 323 671 its 823 , 976 it4 1129(1 246 390 655 968 1324 W 1625(11) 1874(si 15'-4" (184") PRESTRESSED 224 302 411(, 621(, 767 (q 909 (14 1052(, 230 364 609 897 1224 1562 it 1801 it4 17'-4" (208") PRESTRESSED 187 255 404 , 520 (1y 637 (, 754 (,s) 872 192 303 500 732 993 1268 it4 1470 it4) 19'-4" (232") PRESTRESSED 162 222 347 („1 446 („ 546 (, sax (, 746 166 261 424 616 831 1057 ,4 1225 it 21'-4" (256") PRESTRESSED 142 198 306 p, 393 p, 480 p, 567 „ 654 „ 142 230 369 531 713 903 s 1046 , 22'-0" (264") PRESTRESSED 137 192 295 378 („ 461 (1 5a5 („ 629 „ 137 221 354 508 681 861 ,s 997 psi 24'-0" (288") PRESTRESSED 124 175 267 (1 341 (,s 416 (1 491 , 566 , 124 200 316 450 600 756 p: 875 pxl (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE N0, 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS CCS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF14-1T 8RF6-013 8RF10-OB BRF14-OB ORF18-OB 8RF22-OB 8RF26-08 BRF30-08 8RU6 8RF6-1B 8RF10-1B 8RF14-18 8RF18-iB 8RF22-1B 8RF26-18 8RF30-1B 4'-4" (52") PRECAST 4'-4" (52') PRECAST 1749 3355 3280 4349 5421 6493 7567 1635 1891 3699 5206 6639 8060 9479 10893 4'-6" (54') PRECAST 2635 1596 3063 2992 3968 4946 5924 6904 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68') PRECAST 5074 920 1770 1716 1 2277 2839 3402 1 3966 866 1167 2481 4567 6389 8060 7917(1e1 9311(1e) 5'-10"(70") PRECAST 810 859 1113 1653 2342 1600 4242 2124 6639 (1 2649 80601„ 3174 74021 3700 8706 it 6'-8" (80") PRECAST 1301 901 1825 3120 5048 7747 9448 7360 797 901 1825 3120 5048 7915 9479 10893(ie 7'-6" (90") PRECAST 3176 755 1490 2459 3776 5743 7239 5623 669 755 1490 2459 3776 1 5743 8998,e 1089 9'-8" (116") PRECAST 6'-8" (80") PRECAST 466 1 999 1568 2253 3129 4091 3146 411 526 1 999 1568 2253 3129 4150 58910 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS 4~111, ~1r SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-iT 8RF26-iT 8RF30-1T LENGTH BRF6-2T 8RF10-2T BRF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52') PRECAST 905 1748 2635 3522 4409 5296 6183 ju 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68') PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 8' NOMINAL WIDTH 675 1301 1960 2618 3277 3935 4594 5'-10"(70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 1952 p1 2442 ( 2931 (s 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 ( 1301 (6 1640(s 1980(, 2322 , 395 1 589 1 1135 1514 1 1893 2272 2652 () THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 PRODUCT DESCRIPTION 14igh strength precast concrete ikrlels designed to be unfilled or filled to Form a composite reinforced beam using concrete masonry units. MATERIALS • f'c 8' precast Ilntew - 3500 psi • f'c 8' prestressed, V and B' precast lintels - 6000 psi • f'c 4' precast thew - 30M psi • Grout per ASTM 0416 f'g - 30M psi w/ maximum 3/8 loch aggregate and 8 to 11 inch slump. • Concrete masonry units (CPU) per AS1M CW with minimum net area compressive straneft - 1900 psi • Rebar per ASTM A65 Grade 60 • Prestressing strand per A5TM A416 Grade 210 low relaxation • 1/32 Inch wire per ASTM A510 • Mortar per ASTM OV Tp M or 5 GENERAL NOTES I. Rovide NII mortar head and bed Joints. 2. Shore filled Ikaew as required. 3. Installation of IMtel must comply with archtectural and/or structural drawings. 4. U -Lintels are manufactured with 5 -In Inch long ratdles at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT -4' and longer with a nominal height of 8' most or exceed LAW. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 1. 1/32 inch diameter wire stirrups are welded to the bottom steel for axedanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel In lieu of concrete maeonry units. S. Safe load ratings based on rational design analyais per ACI 316 and ACI 530 W. Product Approvals: Miami pads Cou t$ Florida Nos. 03.06MO5 and 03-060504 II. TMs exterior surface of lintels installed in sixterlor concrete masorg walls Oil] have a coating of stucco applied in accordance with ASTM CTT or other approved coating. 12. Lintels loaded sh ubria sly with vertical (gravity or uplift) and horizontal (lateral) loads should be decked for the combined loading with the Following equation: Applied vertical loadApplieL' tMontal bad Safe vertical load Safe hor1.aI bad IN SAFE LDAD TABLE NOTES L All values based on minimums 4 inch nominal bearing. Exception: Safe bads for unfilled lintels must be reduced by 10 % if bearing length is lees then 6 -In inches. 2. NR - Not Retied. 3. Safe loads are superimposed allowable load. 4. Oafs loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced mascrry above the precast lintel. Osie Reinforced CrU on Page 4. 6. one 01 rebar may be substituted for two 5 rebars in 6' IWA6 only. 1. The designer any evalute concerarated loads from the safe bad table by calculating the maximum Mistig moment and siear at d -away from the face of support. 8. For compoeite lwel heights not shown, use safe bad from next lower helght 9. For lintel laigtlw not show, use eafs load from W longest length 10. All safe loads in unite of pounds per linear foot. 11. All safe loads based on eampl supported spam Fl. 'rhe number in the pare Mssis indicates the percent reduction for grade 40 field added rebar. Exasp T-6' lintel Type OF32-5 safe gravfty bad - 6412 (5) at 5% reduction -, 6412 45) - 5501 pif TYPE DE51GNATION F = FILLED WITH GROUT / U -- UNFILLED QUANTITY OF e5 REE5AR AT BOTTOM OF LINTEL CAVITY a1=1(o -1/1T NOMINAL L QUANTITY OF "5 WIDTH REBAR AT TOP NOMINAL WEIGHT ALL NOTES iN REFERENCE TO THE FLORIDA 5U IL_D iNG CODE 2014 R301 REeIDENTIAL_ NAILING SCHEDULE Boor DIAPHRAGM UAE 1/16'068 OR V2' PLY W rW 00 &N NAILS AT 4' Or- AT 6UPPORTED PANEL EDGES AND % GUN NAILA AT 6' Or- AT IM'EI11111'EDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SFEATNMG To GAME END FRAME USE 46 GW NAILA * 4' Or - EXTERIOR Ss EAT141NG USE 9/16' OAJIf! OR 14' PLY WT11 08 CAN NAILS AT 6' OCG. AT PANEL SIDES AND 41111 GtN NAILS 4' O.G. TOP a BOTTOM PANEL AND OW GW NAILS AT 6' Or- At INTERN EDIATE SUPPORTS. ALSO SEE DETAIL. NOTE- GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE 05 REBAR AT TOP LENGTH MIN. (U REQ'D Sd ° 11/8' 1-1/2' CLEAR I0d • 21/8' .128 1 110,000 ju °' G.M.U. ' ! GROUT e•. N r 05 REBAR AT BOTTOM } OF LINTEL CAVITY BOTTOM REINFORCING 1-5/8'ACTUAL PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) TYPE DE51GNATION F = FILLED WITH GROUT / U -- UNFILLED QUANTITY OF e5 REE5AR AT BOTTOM OF LINTEL CAVITY a1=1(o -1/1T NOMINAL L QUANTITY OF "5 WIDTH REBAR AT TOP NOMINAL WEIGHT ALL NOTES iN REFERENCE TO THE FLORIDA 5U IL_D iNG CODE 2014 R301 REeIDENTIAL_ NAILING SCHEDULE Boor DIAPHRAGM UAE 1/16'068 OR V2' PLY W rW 00 &N NAILS AT 4' Or- AT 6UPPORTED PANEL EDGES AND % GUN NAILA AT 6' Or- AT IM'EI11111'EDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SFEATNMG To GAME END FRAME USE 46 GW NAILA * 4' Or - EXTERIOR Ss EAT141NG USE 9/16' OAJIf! OR 14' PLY WT11 08 CAN NAILS AT 6' OCG. AT PANEL SIDES AND 41111 GtN NAILS 4' O.G. TOP a BOTTOM PANEL AND OW GW NAILS AT 6' Or- At INTERN EDIATE SUPPORTS. ALSO SEE DETAIL. NOTE- GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE I HEAD LENGTH IDIA, I TENSILE sTR Sd IROUNDMODIFIED OR T 11/8' .113 11000 I0d � 21/8' .128 1 110,000 NOTE; NAILS TO BE MFG. BY MEMBER OF INT. STAPLENAIL 4 TOOL ASSOCIATION 1. DESIGN AND LOADING A ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: I. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2010 8301 RESIDENTIAL 2. SOIL A NET ALLOWABLE SOIL BEARING PRESSURE USED M DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 4. DESIGN LOADS: ROOF LIVE LOAD: 20 PSP FLOOR LIVE LOAD: 40 PW BALCONY LIVE LOAD: 40 PSF DECK LIVE LOAD: 40 PSF STAIR LIVE LOAD: 40 PSF 5. LUMBER A ALL STRUCTURAL LUMBER SHALL BE 42 SYP EXCEPT INTERIOR BRCS. WALLS OR EXTERIOR WALLS. LUMBER FOR INTERIOR EAR'S. AND EXTERIOR WALLS TO BE 42 GRADE OR BETTER SPF (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6.TRUSSEB A PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2010 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 1. GARAGE DOOR A ENGINEERED FOR 120 MPH/ 3 SEC. GUSTS MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER FQUNMATIQN NOTES 1. FOUNDATION DESIGN BASED ON 200 P.S.F. MIN ALLOWABLE BEARING PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 301 AND SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR 3. CONCRETE 28 DAY STRENGTH SHALL BE 2500 PSI W/ 3/4' MAXIMUM AGGREGATE 4. ALL SLABS SHALL BE MIN. 4' THICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITE TREATED SOIL. S. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'X2'XI/8' AT 3' O.G. STARTING AT 8' OFF EACH CORNER 1. DESIGN LOADS: IN ACCORDANCE WITH FBG 2010, CHAPTER 16. ROOF LIVE LOAD: 20 PSF WIND LOADS: IN ACCORDANCE WITH S.B.G. SECTION 1205 CURRENT EDITION FOR 100 MPH REGION S. FOOTING REINFORCING SHALL BE 2-«5 REBARS I -STORY, 30-5 REBAR 2 -STORY. OUTER BAR MUST BE CONTINUOUS AROUND CORNERS. USE CORNER BARS OR BEND MBAR LAP A MINIMUM OF 25. S. ALL FOOTINGS ELEVATION MUST BE MINIMUM 12' BELOW FINISH GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE SITE PLAN NOTES U LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION V. w95' MEAN BEA LEVEL. GONTRAGTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON-SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF-SITE DRAINAGE FACILITY. 5) DES AREGULATTIO STAND RiSeTii IGfi" HAVING JUR�ISOGTIOONB�AND AS SELECTED BY BUILDER 6) SWII"MING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. PLUMBING NOTES 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING CMICIAL. 2) WATER LINES SHALL BE CPUC, 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 10) ALL CLEANOUTS FLUSH WITH GRADE. II) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES. 12) SIZE AND LOCATION OF CLEANOUTS SHALL COW -ORM TO FLORIDA PLUMBING CODE CURRENT EDITION. 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE CURRENT EDITION. 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 150 ALL WATER CLOSETS SHALL BE WATER SAVING I.6 GALLON FLUSH TYPE FOUNDATION NOTES I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C80 AND C145 AND SHALL HAVE A NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: A ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCFIORB. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLE86 STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. MASONRY WORD, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASONRY UNITS SHALL EXTEND THE FULL WiDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. REINFORCING STEEL, GENERAL: 1. REINFORCING STEEL SHALL BE NO. 5 BARS, 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A&*, A611, OR A106. O Z 0 W 7 � 0 N r } O Z 0 W 7 � IL VJ Uj O z 06�Z009zvv o 0 Z rZ F -r ~ ^� W O� 0 p� N O� M N vol U a W 00 r7 as U d 0� O �o O~ N h � SIGcN/SEAL DATE SKEET 0 O s z . . � R w _ T tnu Q 11--1 0 q A i S - ,moi 4 m b - S Is # y } o a x.� ! M 3 t,f q 4 t 3 ae i��rya s�. Sw 9Fa*3 y --cvmtt�n�4rcp Wa O s z . . R w _ T tnu Q 11--1 O q A i S - ,moi a Q) z T W - 1L s . . R _ T tnu Q 11--1 m q A i S - ,moi Z. b - S Is # y o a x.� ! M 3 t,f s . . R _ T 4 i S b - S Is # y x.� ! M 3 t,f q 4 t 3 ae i��rya s�. Sw 9Fa*3 y •• Wa SLIDING GLASS DOOR — TRACK SLOPE ;n i 4' THICK REINF. CONC SLAB 4, J, V O O O a' C.M.U. WALL BEYOND 4' THICK REINF, CONC I SLAB - CONC. DROP SLAB W/ 1 -*5 BARS CONTINUOUS FOOT INGs AT PATIO 5L ID INS C3LAe5 DOOR S BAR VERT. W/ MIN 25" S' C.M.U. WALL BAR LAP - S' CONC. HEADER BLOCK 4' THICK REINF. CONC SLAB 4 NI 5' C.M.U. 5TEMWALL FINISHED GRADE J (3) *5 BARS CONT. O O _ ik-4" /_ TYPICAL FOUNDATION DETAIL PRE -CAST CONC, _ DRIVEWAY PAVERS 8' MASONRY WALL BEYOND 4' THICK REINF, CONC SLAB - to 4" THICK REINF, CONC 1 +5 BAR � S' SLAB CAA 5TEtDOWUN DETAIL CONC. DROP SLAB W/ 1 -*5 CONT. C-�ARA�� DOOR �OOtWC� R. n 1- 05 BAR / f TNIC< NED EDGE ..." 2X WALL FRAMING O , POURED LENTIL CONT. 8' CMU (TYP) FILLED (3) 1/2'X8" ANCHOR BOLTS CELL - W/ 2 "X2'XI/? WA5HER AND (TYP.)NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. EXT. FRAME WALL TO E3LOCK WALL CONNECTION '1 POURED LENTIL CONT. (TYP) SRM BOARD ~1 BOARD SECTION 4" VENT FIFE IN LINTEL #5 REBAR 'VC VENT PIPE 4TER OF WALL *ORM BOARD PREFAB. WD. TRUSS iD 2'-0" O.C. FIBERGLASS SHINGLES OVER 015 FELT OVER 1/16" 055 SHEATHING.— PRE-FIN. ALUM. DRIP W/ IX2 P.T. NAILER � IXS WD�� FASCIA CONT. PRE -FIN. ALUM.— VENTED SOFFIT HURRICANE 5TRA1 5 — (SEE TRU55 PLANS) PRE -CAST CONC. LINTEL 3/4' STUCCO FINISH COLUMN BEYOND 401-09 FIN. FLR. FIN. GRADE 12 R-30 BATT �. INSULATION 1 1/2" EXT. SAG RESIST. GYP. Q WALLED CEILING W/ TEXT. FINISH " SXS CON, BOND BEAM WI(I)w5, CONT. 3/4' STUCCO FINISH 4' CONC, SLAB W/& xCo 10-10 W.W.M. 24" X 24' X I6' MONOLITHIC CONC. FOOTING W/ 3-"5 BARS E.W. AT EA. COLUMN LOCATION (D COV. PATIO WALL 5ECT ION SCALE: 1/2 - 1 PREFAB. WD. TRU55 'w 2'-0' O.C. FIBERGLA55 SHINGLES OVER +115 FELT OVER 1/10'065 SHEATHING, PRE -FIN. ALUM. DRIP +9'-4' W/ IX2 P.T. NAILER --�— IX8 WD FASCIA CONT, PRE -FIN. ALUM. VENTED SOFFIT HURRICANE STRAPS (SEE TRUSS PLANS) PRE -CAST CONC, LINTEL SINGLE -HUNG ALUM. WINDOW-. SEE FLR</ELEV FOR DESCRIPTION PRE -CAST SILL 8" CMU 3/4' STUCCO FINISH — 40'-0' ,d-, FIN. GRADE —. FILL ALL CELLS W/ GONG. IF DEPTH 15 GREATER THAN 24' �— R-30 BATT INSULATION In,, SAG RE515T. GYP, WALLED CEILING SXS CON. BOND BEAM W/(l)05 CONT. Ix2 P.T. FURRING STRIPS ,w Iro' O.G. W/ MIN R-5 INSUL. AND 1/2" GYP. BD. MARBLE SILL 1x2 P.T. FURRING STRIPS io 16' O.C. W/ MIN R-5 INSUL. AND 1/2' GYP. BD, WOOD BASE �- 4' CONC, SLAB W/roxso 10-10 W.W,M, 8' CONC, \-- & MIL VI5 VAPOR NPR BLOCK BARRII=R \---CONC. FOOTINGS W/(2) I1-41 *S BARS CONT. 2 TYF. WALL SECTION 5CALE: 1/2 - 1 -o" O z 0 uvi � -, Cl nO 4 d� O 4 � v� NIS +z W� o0 cl 7 r iK { r 9J w S z o r+ I� O z 0 uvi � -, Cl nO 4 d� SIGN/SEAL DATE SHEET OF 12 0 0 < 4 d� 4 � i NIS +z W� o0 cl 7 r { r 9J w S z o r+ I� k — � J SIGN/SEAL DATE SHEET OF 12 < 4 d� 4 � i NIS +z W� I � 1,,,1I ISI I II I Irlll�ll ,I r { r 9J r '�I"1111 Ii"� S k I r+ I� k — � J + J r SIGN/SEAL DATE SHEET OF 12