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HomeMy WebLinkAbout1014 Bay Ave #17-1519- electrical New SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ //J /5/5 00 Documented Construction Value: $ Job Address: Historic District: Yes ❑ No ❑ Parcel ID: Residential 9 Commercial ❑ 'Type of Work: New Addition -❑: NGf c�Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 9&al�K ALI W Plan Review Coi'ifact Person: Phone: Fax: 41p' Email: Property Owner Information Name l Phone: Street: Resident of property? City, State Zip: �° �- 7�� Contractor Information Name Phone: Strect:L,�;o Fax: :--- —� City, State Zip: 1�1/d,P71, 32p7 State License No.: `�} v Architect/Engineer Information Name: Phone: ( 1 Street: Fax: City, St, Zip: E-mail: /1x Bonding Company: _� Mortgage Lei der: 1111A'. / Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMtVIENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTHE JOB SITE BEFORE 'ITE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or,instaltation 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 must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FISC 105.3 Shull be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code -1 Revised. June 30, 2015 Perwit Application RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 6. ZZ •'i"i DATE SANFORD BUILDING- DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH TME 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 COMPACTION TEST REQUIRED Results to be Verilfed at Slab Inspection ING SP,NFORD RO #17— 1519 910, �I� r Y�a Tip 0 1t V N ISI U BUILDING DATA f BUILDING TYPE: S.F.R. Y B UNSPRINKLED OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP'R-3 NO. OF STORIES: BUILDING HEIGHT: 15'-0" AREA: LIVING 1,158 S.F. PORCH 8> S.F. TOTAL 1, 2._ , S.F. APPLICABLE BUILDING CODES: 5th Edition, 2014 Florida Building Residential, FBCEC 5th Edition (2014) Residential provisions, National Electrical Code (2011), Florida Building Code Accessibility 5th Edition (2014) and local codes & ordinances. Florida Building Code 501 Edition (2014) Plumbing LOAD CALCULATION/ LIVE LOAD = 20 P. S. DEAD LOAD = 20 P.S'.F.> TOTAL LOAD = 40 P. S, DRAWING INDEX A - I INDEX — A-2 FLOOR PLAN, ROOF PLAN Y A-3 ELEVATION E-1 ELECTRICAL FLOOR PLAN S-1 FOUNDATION PLAN 4 TRU55 LAYOUT 5-2 SECTIONS 4 DETAILS 5-3 LINTEL SCHEDULES, NOTES 4 DETAILS irk. Ok to construct Single Family house as shown on blan. cc CC�� Meets area and dimension regulations for the J1`�zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. I 1 � al C ' c w a� LLJ eE� x �z c� W i 1 " V . _ o N N off s i 5 oo v 9 ; y �r € \ L LU LU 0 ( Q � _ co LU �. Zco in \ j w < ti v ' `whJu�¢v INFORMATIONAL COPY ONLY, UNLESS ?' EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#0040748 SCALE I/4" = 1'70" ij DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2542 SHEET NO: -1— I I; r � N irk. Ok to construct Single Family house as shown on blan. cc CC�� Meets area and dimension regulations for the J1`�zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. I 1 � al C ' c w a� LLJ eE� x �z c� W i 1 " V . _ o N N off s i 5 oo v 9 ; y �r € \ L LU LU 0 ( Q � _ co LU �. Zco in \ j w < ti v ' `whJu�¢v INFORMATIONAL COPY ONLY, UNLESS ?' EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#0040748 SCALE I/4" = 1'70" ij DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2542 SHEET NO: -1— I Lath: All lath and lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1 1/2 -inch -long (38 mm), 11 gage nails having a 7/16 -inch (11.1 mm) head, or 7/8 -inch- long (22.2 mm), 16 gage staples, spaced at no more than -6 inches (152 mm). Water -resistive barriers: Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such as each layer provides separate continuous plane and any flashing (installed in accordance with Section R703.8) intended to drain to the water -resistive barrier is directly between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60 -minute Grade D paper and is separated from stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. UND.E.KLAYMENT APPLICATION: FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17 -PERCENT SLOPE), UP TO 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENTSLOPE), UNDERLAYMENT SHALL BE 2 LAYERS APPLIED IN THL FOLLOWING MANNER. APPLY A 19" FELT (483MM) STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36" WIDE (914MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19' (483MM), AND FASTENED SUFFICIENTLY TO HOLD IN PLACE.DISTORTIONS IN THE UNDERLAYMEN I' SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33 -PERCENT) OR GREATER, UNDERLAYMENT SMALL 13E ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STAR'L'ING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE OFFSET BY 6 FEET (1829NINI). VENT CALCULATION: 1,244 S.F. OF ROOF AREA 1,244 1 150 = 9 S.F. MIN OF 9 S.F. OF ROOF VENT REQUIRED PROVIDE MIN OF 3 ROOF VENTS (1' LONG X 4' WIDE) 1'-4" EAVF ROOF PLAN 2 SCALE: INDIGATES FILLED (--ELL5 UJ/ I-#5 BAR TY P. I CV L0 d - I LO U. u V) UjU) V)u aQ wo v) �� to v * �r) w LL L: V) vi vi V) u Cl, ° [E 1 w �F 24'--0❑ C. FT. CALCULATION LIVING 1,158 J.F. PORCH 86 J.F. TOTAL 1,244 J.F. 2 L) V) U� L� . 0(/) cn u) q vw C• CL 1: ti w Nj N .l w C CL C tx n LU w ., ol. d - I FLOOR PLAN SCALE: !"=1'-0" A-2 4 I ' V) L U V) W lY 8)_0): oo L w CUNT. r v) PAL 5'-0U V) 5068 S.G.D. +28.3 P.S.F. -30.8 P.S.F. II/B i n r—i � — _ — < � w I _ _ KITCHEN BEDROOM # 3 V -U" CLG. HGT. 0 ^' LL 1/ / V / C/A _ I 8'-0" CLG. NGT. lit DW. < CL LL — 5068BF — "V #` - BATH — ACCESSIBLE �b� DINING 8'-0" CLG. 110r. 3 — Lam, ccw/i L I V) l- Ii — CLOS. g W .- I�'I� �1 — 5068BF ulil `ll I I r'A — u ti – MMA I � O 4 O y gsngn LIVING BEDROOM # 2 _ \ 8'-0" CLG. HGT. w LU w � m J z A_ 1`" 4'_ 0:, -71-011 _ 4'-4" - - J n <,u_ 2'4') 6" CHAS (U19 - - - — - W. I . C Cn LU Uj z nBA _ TH L CJ J O• Lu '45 — u;- __ I — ' APPROVED BY � I — — I - - II. 40 CAC. W/FI V i- - MASTER +28.3 P.S.F. -37.0 P.S.F. DRAWN BY : IK CD BEDROOM0 OAIE 05-05-2017 A/H _ p-5pE PROJECT NO: 7-) 8'-0" CLG. HGT. — - PORCH _ — 8'-0" CLG. HGT. ttl z I , o — IQ_ .. �—ter I 2-SH25 +28.3 P.S.F. -37.0 P.S.F. 2'-8" 12, 4„ r =4" =4'�( 24'-0" C. FT. CALCULATION LIVING 1,158 J.F. PORCH 86 J.F. TOTAL 1,244 J.F. 2 L) V) U� L� . 0(/) cn u) q vw C• CL 1: ti w Nj N .l w C CL C tx n LU w ., ol. d - I FLOOR PLAN SCALE: !"=1'-0" A-2 4 I ' V) L U V) W lY KAD 2542 r SHEET NO: L w r v) V) i n � i' i, ^' LL 1/ / V / C/A < CL LL O "V #` Q INI EL wf o 3 wQ f V) Ii X o N_ g W .- I�'I� ulil wA�� zw MMA U w �$ O 4 O y gsngn \ w LU w � m J z A_ 1`" U) z J n <,u_ Lu LUa 1J - uj o V» Cn LU Uj z L CJ J O• Lu '45 INFORMA'TIONAC COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 II. PE#0040748 V i- SCALE 'st'I DRAWN BY : IK OAIE 05-05-2017 PROJECT NO: KAD 2542 r SHEET NO: GR( AR( SLE SEE FOF #5F l.U/ FOR TYPICAL FOOTING DETAIL N.T.S. DETAIL DENOTES FIFE DETAIL DENOTES FIFE FASS I NCS THROUGH FAS& INCA THf20UGH FOOTING STE1l WALL SLEEVE SHALL BE 2 SIZE LARGER THAN - - - - - EEVE SHALL BE SIZES LARGER THAN �E PA551NG THROUGH WOOD BASE SHEATING-O [517/8" NOMINAL THICKNESS e [�JIIND ICATE / SEQUENCE VI 111401/-1LLC11Il/IA s STUCCO FLASHING DETAIL THICKENED SLAB UNDER #15 FELT DRAINAGE PLANE PAPERBACK LATH DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME MASONRY INSUL. METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERED WD. FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECT TO WRAP B1-20XLX9" WIDE TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL CEMENTITOUS FINISH @ CMU FRAME INTERFACE 1� SHINGLE ROOFING (OWNER SELECT) [2 OFF RIDGE VENT R %'. THK. TEXTURED STUCCO ON CMU (OWNER SELECT PAINT COLOR) ® e" STUCCO OVER GALVANIZED LATH OVER '15# FELT OVER HOUSE WRAP OVER 1s OSB TYP. (OWNER SELECT PAINT COLOR) Ll -L.__ _.._1_LLI_1 I — _ ' BRG_HGT. 774— 6'-a' WIN. NGT. ID 0'-0" FIN. FL, T Z034DE ELEVATION SCALE: a"=1'-0" 1 12 16 a' -O' BRG. NGT. WIN. HGT. REAR ELEVATION SCALE: 1"=1'-0" 73 4 8'-,a' r3R�. HGT. i - - HGT, ,.__EFT SIDE ELEVATION SCALE: n"=1'-0" 12 6F— li'III'II 12 �6 -- / j >a' -O' FIN. FL.. a' -m' BRG. NGt, 6'-a' WIN. HGT. FRONT ELEVATION � SCALE: !"44" A 3 4 E E, I z 0 1' W W J � W ',SII ,L Wo 0 Cyt w 4, ni µ. iF ^V Lu w Lu LLl U- G � 0 Ci) " w -r Lu n g C � co Ld "' INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENCINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#QU40748 a? I+° SCALE : 1/4" DRAWN BY IK DATE : 05-05-2017 j! PROJECT NO: K AD 2542 SHEET NO: f� yl 12 �6 -- / j >a' -O' FIN. FL.. a' -m' BRG. NGt, 6'-a' WIN. HGT. FRONT ELEVATION � SCALE: !"44" A 3 4 E E, I z 0 1' W W J � W ',SII ,L Wo 0 Cyt w 4, ni µ. iF ^V Lu w Lu LLl U- G � 0 Ci) " w -r Lu n g C � co Ld "' INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENCINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#QU40748 a? I+° SCALE : 1/4" DRAWN BY IK DATE : 05-05-2017 j! PROJECT NO: K AD 2542 SHEET NO: f� yl ELECTRICAL LEGEND SYMBOL DESCRIPTION 2'X4' FLUORESCENT FIXTURE 4 -BULBS 1'X4' FLUORESCENT FIXTURE 2 -BULBS CEILING FIXTURE } RECESSED CEILING FIXTURE I) DROP CORD CEILING FIXTURE SINGLE POLE SWITCH y THREE WAY SWITCH DUPLEX OUTLET SPLIT WIRED DUPLEX OUTLET WEATHER PROOF DUPLEX OUTLET DUPLEX OUTLET - 42" CLEAR FLOOR TO BOTTOM <1 TELEPHONE OUTLET (3 SPECIAL PURPOSE OUTLET O THERMOSTAT [] PUSHBUTTON TELEVISION OUTLET = CHIME ') CEILING FAN CEILING FAN WITH LIGHT SIGN SMOKE & CARBON MONOXIDE DETECTOR COMBO W/ INTERCONNECTING BATTERY BACK-UP f� MOTOR 200 AMP PANEL 120/240 1 i� HOME RUN TO PANEL M METER VERIFY LOCATION W/ UTILITY CO. �J DISCONNECTING SWITCH o 150 PAR FLOUDS NOTES: 1) ALL ELECTRICAL TO COMPLY WITH NEC 2011 2) All receptacles to be tamper proof receptacles Arc fault protection per NEC 2011 3) All smoke detectors to be smoke and carbon monoxide detectors 4) ALL COUNTER TOP OUTLETS TO BE GF]. 5) 2 LEG SURGE PROTECTION. 6) PROVIDE VAPOUR BARRIER LT. FIXTURE ABOVE TUB OR SH. THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVIENENIENCE OUTLETS ONLY. KAD DESIGNS INC & ENGINEER WILL BEAR NO RESPONSIBILITY FOR THE ACCURACY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. ELECTRICAL CONDUIT HEAT TRAP UNIONS ('F -T PJ -- AUL/ REMOVABLE PLATE FOR ACCESS TO WIRING POLI -URETHANE CLOSED CELL FOAM INSULATION FOR MAXIMUM HEAT RETENTION RELOCATED EXISTING ELECTRIC WATER HEATER THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVIENENIENCE OUTLETS ONLY. KAD DESIGNS INC & ENGINEER WILL BEAR NO RESPONSIBILITY FOR THE ACCURACY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. com5INATION ANODE. HOT WATER OUTLET FITTING SHUT-OFF VALVE C.UJ EXPANSION CONTROL ---_VALVE MOUNT ON C,W. INLET ._-.� MODEL - 40 GAL. -�,_TEMPRETURE 4 PRES5URE RELIEF VALVE RELIEF VALVE DISCHARGE LINE REMOVABLE ELEMENT COVERS FOR ACCES5 TO THERMOSTATS AND HEATING ELEMENTS 3/4" P 4 T RELIEF DRAIN TO SAFE LOCATION OUTSIDE BL Dr. &" A.F.F. DRAIN VALVE 1'7 FVC OVER FLOW DRAIN LINE TO EXT. 16 GA. GALV. PAN 2' HIGH OR APPROVED EaUAL ELECTRIC AT R HEATER DE RT .�. RISER DIAGRAM TYPE SE #6 -YPE SE #6 #10 WITH GRD HEATER #10 WITH GRD IXTURE & RECEPTACLES #14 MIN WITH GRD 12 150 A SERVICE SCALE: NONE REFERENCED ELECTRICAL NOTES: 1 TO UTILITY POINT OF CONNECTION 240V,10 , POLE & TRANSFORMER 3-2/0 CU IN 2" C OR EQUIVALENT. 2 200 AMP, SELF CONTAINED POWER COMPANY METER, '120/240V, 10 3 3-#2/0 CU AND #6 CU GROUND IN 2"C OR EQUIVALENT. 4 PROVIDE GROUNDING ELECTRODE PER N.E.C. MIN. (2) 10' X 5/8" ROD CU. TO ACHIEVE 25 OHM OR LESS 5 EXTEND TO UTILITY POLE WHEN APPLICABLE ADD PIPE SECTIONS ON THE POLE PER UTILITY REQUIREMENT 6 LIGHTNING ARRESTOR 7 NEW PANEL 150 AMP M.C.B., "120/240V, 10, IN NEMA 3R ENCLOSURE 8 3-#2/0 CU AND #6 CU GROUND IN 2"C OR EQUIVALENT. 9 CIRCUITS TO LIGHTING FIXTURES & APPLIANCES 10 SUES PANEL, 200A, MLO, 120/240, 10, 42 POSITIONS, 10K AIC 11 TO IRRIGATION CONTROLLER (WHERE REQUIRED). SEE PLANS. 12 A/C COMPRESSOR, MIN #8 WITH GRD GROUNDING NOTE: IF AVAILABLE THE FOLLOWING ITEMS MUST BE BONDED TOGETHER TO FORM A GROUNDING ELECTRODE SYSTEM: 1 METAL UNDERGROUND WATER PIPE, NEC 2.50-50 (A), IF 10 FEET OR LONGER. 2 METAL FRAME OF BUILDING, NEC 250-50 (B) 3 CONCRETE ENCASED ELECTRODE, NEC 250-50(C) AT LEAST 20 FT. OF REBAR OF BARE N04. COPPER WIRE. 4 GROUNDING RING OR LIGHTNING PROTECTION COUNTERPOISE, NEC 250-50�D) AT LEAST 20 FT. OF BARE H02. COPPER. 5 UNSPLICED GROUNDING ELECTRODE CONDUCTOR, NEC 250-62. SIZED ASS SHOWN ON THE DRAWINGS 6 COPPER CLAD UL LISTED GROUND ROD, 5/8" X 30 FT. MINIMUM OR AS SHOWN ON THE DRAWINGS. ADD ADDITIONAL AS NEEDED TO PROVIDE 25 OHMS RESISTANCE TO GROUND 7 BONDING JUMPER SIZED PER NEC TABLE 250-66. ELECTRICAL PDETAILS- 6 Z 0 Q X V L�. 220V H METER VERIFY LOCATION WITH U IILITY COMPANY ELECTRICAL PLAN���►�_. Sc "' \t� ALE 4 -1 0 I V Z Q CL Q (fin U wix C J w J w v W ;i Nt, If1$ rl � w � r H, • c G G U a CIs1w'� CK LU c0 � LIA IN <n a) U_ �. ul :5-- w C) w CO o , w� w vi LJ EI INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL �\ A ENGINEER'S SEAL APPROVED BY DATE: 05--05-•2017 n PE//0040748 SCALE : 1/4" = i' -o" DRAWN BY : IK DATE : 05-05-2017 E PROJECT NO: KAD 2542 SHEET NO: i � I ' o ULL CS � O ., o ( o I V Z Q CL Q (fin U wix C J w J w v W ;i Nt, If1$ rl � w � r H, • c G G U a CIs1w'� CK LU c0 � LIA IN <n a) U_ �. ul :5-- w C) w CO o , w� w vi LJ EI INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL �\ A ENGINEER'S SEAL APPROVED BY DATE: 05--05-•2017 n PE//0040748 SCALE : 1/4" = i' -o" DRAWN BY : IK DATE : 05-05-2017 E PROJECT NO: KAD 2542 SHEET NO: i � I ROOF TRUSSES TO NEW CMU APPLYIJI)TYP. HURRICANE CLIP SCHEDULE FRODUCT GODE DE5GRIF'TION T FA5TENER5 UPLIFT LATERAL LOADS FLOOR / FI F2 ROOF 51MPSON 1I TRUSS ANCHOR 9-IodXl 1/2' 1,610 34'ID "125 V SIMP50N MT512 TWIST STRAP 14-10d 14-10dX1 1/2' a6o 3410 125 51t-1PSON MGT TF'U55 FlNCNDR CMU 71E BEAM TF'U55 3,965 5/6' DIA. A.B. 22 -loci �,;� �:J SII-1PSUN NGC -2 TF'U55 ANCHOR. CMU TIE BEAM TRU65 10,9&0 3/4' PIA. A.B. a -10d 5119FSON HGT-3 TRU55 ANCHOR GMU TIE BEAM TRU55 5,035 3/4' DIA. A.B. a -loci V 5IMPSON MTT2ae TF'U55 ANCHOR CNU TIE BEAM TRUSS 4,455 3/4' DIA. A.B. 24-16d U 51{ 1P50N M5TA36 5TRAP TIE 26 -loci 2135 ® (2J51NP5ON N1 TA36 5'TF9AP TIE5 26-10d X 2 4210 N CD 1I 51NP5ON I`15T31 STRAP 71E5 42-16d 3515 (II 51NF50N '15T60 TWI5TEP STRAP 56-16d 5aoo — (ID 511-ILU52a TRU55 FlNGEF HANGER HEADER J015f 6 -loci 4-10d LID 935 590 1115 HEADER J015T �j 511-IF601-1 1-1052a TRU55 HANGER 2000 2550 2145 22-I6d a-I6cl 5TUP PLATE 15 51NP50N 5PI CLIPFlag 6 -loci 4 -loci STUD PLATE 16 51NF50N SP2 CLIP1065 6 -10c1 6 -loci r� m_ STUD PLATE t Il 51111`50N 5P4 CLIP aa5 6-IOdx i 1/2 1-0 —00 — 11-08-00 la CLIP STUD PLATE 12-04-00 4-adX I I/2 4-adX I I/2 Slf'1P'$ON RSP4 315 19-IMF50N L5TAI2 9TRAF'TIE5 to-lrracl 565 905 5IMP50N HT516 TWI5TED 5tRAP IE -10d 1260 5INPSON HT520 RV15TED 5TRAP 20 -lad 1,150 C2) SIh1PSON LSTA30 TWISTED STRAP 22-10d 1255 1115 ANCHOR _— BOLT _ �;� J 51t1PSON FIDOA HOLGGOL91 14Eo •1/a' ANCHOR 3-1/0'X3 1/2' BOLT 5005 ANCHOR NAILS 24 51MF90N NBHA550/11.25 HANGER c 3115 6x050 2-3/4' Ae. Ia-loci ANCHOR NO. Cf 9179 9GREN9 25 511-IF50H HDQa-51:?53 HOLDDOWN 0325 20-1/4•X3• 1/a DIA. WD, SCREWS ANCHOF'� NAIL5 Q1_ 511-IPSON HTT4 HOLDDOWN 4235 5/a'XW A.D. la-16dX2 1/2 ANCHOR. NAIL5 ' C�y 81NF'SOhI HTT5 HOLDD=1 505o 5/a'xa'A.o. 26 -16dX2 1/2 ANCHOR NAIL5 "\ CJ SINPSON HTT5KT HOLPDOal 5445 5/5'XS'A.B. 26 -5D •I oX2 I/2 �' (21 51f-1P50N NT51-116 TW15T 5TRAP a -10d 4-1/4'X2 1/4' TITEN 1115 235 90 TYPICAL TRUSS NOTE: 1. TRUSS MANUFACTURER TO PROVIDE PRE-ENGINEERED SHOP DRAWING FOR THIS BUILDING BASED ON 140 MPH WIND LOAD, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER FOR SPAN AND LOADING OF 47 LBS PER SQ. FT. TOTAL LOAD, 2. SEE ELEVATIONS FOR ROOF PITCH. 3. PROVIDE TIE IN PACKAGE AS REQUIRED (VALLEY). 4. MANUFACTURER TO VERIFY SPAN LOCATION ON SITE BEFORE FABRICATION. 5. TRUSS MANUF. 'TO PROVIDE COMPLETE ROOF FRAMING PLAN KEYED TO THE TRUSS PROFILES SHOWING EACH TRUSS UP LIFT, LATERAL LOADS, AND DOWN LOADS. OVER HANGS TO BE 12" UNLESS SPECIFIED OTHERWISE. RAKE OVERHANG SHALL BE 12". 6. CONTRACTOR TO VERIFY ALL CLG. TYPE & HEIGHT W/ OWNER & TRUSS MANUF. BEFORE CONSTRUCTION & FABRICATION OF TRUSSES 7. CONTRACTOR TO SUBMITT TRUSS ENG. SHOP DWGS. TO ARCHITECT OR ENGINEER FOR APPROVAL BEFORE FABRICATION & CONSTRUCTION 6. CONTRACTOR TO PROVIDE TRIPPLE STUD @ U/S OF GIRDER TRS. INTERIOR BRIG. U.N.O. KAD DESIGNS INC & T.S. CHEHAL P.E. WILL BEAR NO RESPONSIBILITY FOR ERROR IN TRUSS DESIGN OR MANUFACTURE. THE BUILDER AND THE TRUSS MANUFACTURER ARE TO REVIEW TRUSS PLANS AND VERIFY ALL DIMENSIONS, SPANS, PITCHES, AND QUANTITIES BEFORE MANUFACTURE AND SHALL REFER ANY QUESTIONS ON LOADING OR DESIGN TO THE ENGINEER OF RECORD. TRUSS LAYOUT PLAI SCALE: 4"=V-0" INDICATES FILLED CELL& W1 1-#5 E3AR TYP. I C_ Lc 9A'_n" NOTE: 1. CONTRACTOR TO VERIFY ALL BEARING WALL & BEARING POST LOCATIONS WITH TRUSS MANUF. BEFORE CONSTRUCTION. 2. FOOTING HAS BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 P.S.F. 3. IF STEMWALL EXCEEDS 32 FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL (D 48" O.C. MAX. 4. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL 0 48" O.C. MAX. AND 1 #5 HORIZONTAL C9 24" O.C. IN U -BLOCK. I FOUNDATION PLAN� SCALE: 4"=1'-0" s I V1 Z O V) 7 CY W F �. a - O 1 � z rn� 0 � AJ 1 V) Fz� W w 0 " v LL_ IN 1\ 1}T (11� x o r w d, W EI 9 G_pwd Or sfil5` Ly N� DLL, w\\�^ Ei�. VJ Cti P � l�l F'j V` E O -� 0. L O LL if W �.`-�]U�z 1- L r L w z z sr ch � Lu J () CO z ! < oco S � co \ Lu fa �u� `� � • = w U U) z - z � ILL z, U o uj =, � lE 5 INFORMATIONAL COPY ONLY, UNLESS EME30SSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05--2017 n PE#0040748 SCALE : 1/4" = 1'-0" DRAWN BY : 1K DATE : 05-05-2017 PROJECT N0: KAD 2542 SHEET NO: ,f, 1 / N CD C) D 4 Q DLIDp — p 7 LID r� m_ t 1-0 —00 — 11-08-00 T'-0-1-- 12-04-00 24-00-00 TRUSS LAYOUT PLAI SCALE: 4"=V-0" INDICATES FILLED CELL& W1 1-#5 E3AR TYP. I C_ Lc 9A'_n" NOTE: 1. CONTRACTOR TO VERIFY ALL BEARING WALL & BEARING POST LOCATIONS WITH TRUSS MANUF. BEFORE CONSTRUCTION. 2. FOOTING HAS BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 P.S.F. 3. IF STEMWALL EXCEEDS 32 FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL (D 48" O.C. MAX. 4. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL 0 48" O.C. MAX. AND 1 #5 HORIZONTAL C9 24" O.C. IN U -BLOCK. I FOUNDATION PLAN� SCALE: 4"=1'-0" s I V1 Z O V) 7 CY W F �. a - O 1 � z rn� 0 � AJ 1 V) Fz� W w 0 " v LL_ IN 1\ 1}T (11� x o r w d, W EI 9 G_pwd Or sfil5` Ly N� DLL, w\\�^ Ei�. VJ Cti P � l�l F'j V` E O -� 0. L O LL if W �.`-�]U�z 1- L r L w z z sr ch � Lu J () CO z ! < oco S � co \ Lu fa �u� `� � • = w U U) z - z � ILL z, U o uj =, � lE 5 INFORMATIONAL COPY ONLY, UNLESS EME30SSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05--2017 n PE#0040748 SCALE : 1/4" = 1'-0" DRAWN BY : 1K DATE : 05-05-2017 PROJECT N0: KAD 2542 SHEET NO: ,f, 1 CONC. FILLED STANDARD HOOK HEADER COURSE #5 DAR CONT. 44v u z r. I U its BAR CANT. .:I . • .. z CONC. FOOTER STANDARD HOOK NOTE: IF A FILLED CELL IS MISSED DRILL & EPDXY #5 DOWEL W/ SIMPSON ET OR SET C.M.U. WALL DETAIL SCALE 1/2" = V-0" FINISHED FLOOR _T #5 BAR VERT. IN 4 FILLED CELL 7 25" MIN. LAP FOOTING STEP DOWN SCALE 1/2" = I'-0` 51zE, #2 r l�4l�R O.C. 5LOGf'.IN(-=x 1 INCz 11 OF F,OUJ5 I:. 1511 FELT Ic, NONE a' -O" #5 BAR VER r. IN FILLED CELL REFER I - 10 PLAN FOR LOCATION I 2"X4' SPRUCE FIR I I � •� .p: .� 11 .. I :•` 12' THREE I r. I U its BAR CANT. .:I . • .. z CONC. FOOTER STANDARD HOOK NOTE: IF A FILLED CELL IS MISSED DRILL & EPDXY #5 DOWEL W/ SIMPSON ET OR SET C.M.U. WALL DETAIL SCALE 1/2" = V-0" FINISHED FLOOR _T #5 BAR VERT. IN 4 FILLED CELL 7 25" MIN. LAP FOOTING STEP DOWN SCALE 1/2" = I'-0` SCALE: 3' = 1'-0" 1/Irv' APA RATED CDX OR 055 REFER TO NAILING SCHEDULE 2x4 CONT. 12' MAX. 2x4 BLOCKING o 43' O.C. MIN, OF h'Q TOP 4 BOTTOM START 6 FT, FROM END DE WEEN TRU55 GHORD5 OF TRU55 IF ABLE 2X4 DIAGONAL BRACING 0 43' U.G. MAX TO 3RD TRUSS TYP. (SABLE II BAY END IM 1/2' S 2 PLYIWOD W/30 NAILS e 12' OG 12d NAILS o A X 6' O.C. `172' RIGID GTP BOARD CLG, NAILED W1 5D COOLERS v 1' O.0 - �— BOND ON, W11 15 CONT. FILL CELL W1 CONG, SEE NOTE 0 12/DI OVER 9'-4` A.F.F. 1/2' GTP. BD OVER 3/4' FURRING (SEE DET-I/S-21 - a' C.M.U. - " 5 Q V-0' O.G. (MAX) '' /'_2 4 1 " 5 e EA SIDE OF OPG, SEE FOUND. PLAN FOR REINF. REOUIREMENT5 GABLE END DET. FLAT CLG. 10 SCALE: 1/2' = 1'-0' S-2 L I M I T I (< HEEIGHT,13 c)F 5TLID 51zE, #2 r l�4l�R O.C. 5LOGf'.IN(-=x 1 INCz 11 OF F,OUJ5 PRE -MANUFACTURED 1511 FELT Ic, NONE a' -O" GABLE TRUSS IG" ONE 2"X4' SPRUCE FIR 51MP50N A35 12'-D" 2'X4' 5PRUCE FIR 12' THREE 2"Xa" PA', PL. W/ 1/2"XIO" 1/2" PLYWOOD 4r., THREE 13'-4" A.B, 24" O/C TO BEAM 5HEATING 15'-0" 2"X6" 5PRUCE FIR 16" NONE TRUSS TO PL. 2"X0" 5PRUCE FIR 16" TWO 14'-4" 12d NAILS 12' THREE Irv' -rd" 2"Xro" SOUTHERN FINE - el " O.C. 2"Xro" SOUTHERN PINE 12' THREE - - - 2'Xa' 5PRUCE FIR Irv" THREE FLA5HINC_i—v�: 2"Xa' SPRUCE FIR 12' THREE 21'-0" 2"X8' SOUTHERN PINE IG" THREE 22'_4" 2"X8' SOUTHERN PINE 12' THREE 24'-0D 04 4 — GONC. FILLED KNOCK -OUT — BLOCK Al 1 15 DIA. ROD SINGLE COAT —___4 _---�_-- GONT.[SEE SEC. I -S/2J TEX. CEMENT W N = 1/2" DRYWALL WALL TO TRUSS TRANS. DETAIL SCALE: 3' = 1'-0" 1/Irv' APA RATED CDX OR 055 REFER TO NAILING SCHEDULE 2x4 CONT. 12' MAX. 2x4 BLOCKING o 43' O.C. MIN, OF h'Q TOP 4 BOTTOM START 6 FT, FROM END DE WEEN TRU55 GHORD5 OF TRU55 IF ABLE 2X4 DIAGONAL BRACING 0 43' U.G. MAX TO 3RD TRUSS TYP. (SABLE II BAY END IM 1/2' S 2 PLYIWOD W/30 NAILS e 12' OG 12d NAILS o A X 6' O.C. `172' RIGID GTP BOARD CLG, NAILED W1 5D COOLERS v 1' O.0 - �— BOND ON, W11 15 CONT. FILL CELL W1 CONG, SEE NOTE 0 12/DI OVER 9'-4` A.F.F. 1/2' GTP. BD OVER 3/4' FURRING (SEE DET-I/S-21 - a' C.M.U. - " 5 Q V-0' O.G. (MAX) '' /'_2 4 1 " 5 e EA SIDE OF OPG, SEE FOUND. PLAN FOR REINF. REOUIREMENT5 GABLE END DET. FLAT CLG. 10 SCALE: 1/2' = 1'-0' S-2 L I M I T I (< HEEIGHT,13 c)F 5TLID 51zE, #2 r l�4l�R O.C. 5LOGf'.IN(-=x 1 INCz 11 OF F,OUJ5 IMAX. 1-1 T. 2°X4" 5F -RU( --E FIR Ic, NONE a' -O" 2'X4' 51FRUCE FIR IG" ONE 2"X4' SPRUCE FIR 16" TWO 12'-D" 2'X4' 5PRUCE FIR 12' THREE 14'-0 2"X4' SOUTHERN PINE 4r., THREE 13'-4" 2"X4' SOUTHERN BINE 12' THREE 15'-0" 2"X6" 5PRUCE FIR 16" NONE 9'=D" 2"X0" 5PRUCE FIR 16" TWO 14'-4" 2"X6" 5PRUCE FIR 12' THREE Irv' -rd" 2"Xro" SOUTHERN FINE THREE Il' -0" 2"Xro" SOUTHERN PINE 12' THREE 19'-a" 2'Xa' 5PRUCE FIR Irv" THREE la' -0" 2"Xa' SPRUCE FIR 12' THREE 21'-0" 2"X8' SOUTHERN PINE IG" THREE 22'_4" 2"X8' SOUTHERN PINE 12' THREE 24'-0D ALTERNATE SIMPSON OR USP HURRICANE ANCHOR EQUAL TO OR GREATER THAN WIIAT IS INDICATED ON DRAWINGS MAY BE USED SHEATHING - RAFTER/TRUSS a BLOCKING 0 48" 0/0, BUILDING FIRST 2 SPACES LENGTH EACH END ZONE 1 ZONE 2 8d RING SHANK NAILS 0 4" O/C. OR 8d RING SHANK NAILS 9 6" O/C. OR EQUALIVALENT PNEUMATIC NAIL EQUALIVALENT PNEUMATIC NAIL AT SUPPORTED EDGES AND �TSUPPORTED EDGES AND BLOCKING AND 6" O/C FIELD— -,8 O/C FIELD FOR OTHER AREAS FOR SHADED AREAS OF ROOF OF ROOF �16" OSB SHEATHING OR Y" CDX PLYWOOD -77 m k DGE t 4' F r� ,rte ROOF PLAN FOR GROUP 2 FRAMING LUMBER DOU5LE STUDS Q ALL. JOINTS NAIL aPACIN� e INTERMEDIATE FRAME 4 AT START 4 FINISH POINTS USE ad NAILS,A10F -\,_ SINGLE NAIL EDGE .SPACING DOUBLE NAIL EDGE SPACING PANEL ATTACHMENT F; FOR UPLIFT SHEAR WALL & GABLE END S=2 115 VERT, A5 NOTED ON FLOOR PLAN I®. - 4" CONC, 5LA8 W1 r15ERDME5H (OR W/6X6 10/10) J ( OVER 611 V150, _ �1 �2 15 DIA. ROD CONT. W/ 3" MIN, COVER 2011 \�CLEAN, C0I1P:, TERMITE1` TREATED FILL OFFSET BRG. FOOTER (BLOCK) n - SCALE; 3/4" = I'-0" S 2 2-2'X4' P.T. PLATE PEPRE55 5L4E3 4' FOR \ 5HOWER STALL TILE FIN. � v _ -=�i ---.-- - - --- VXS" MONOLITHIC 5L..A�- RUBBER SkI. PAN UJ/ 1-05 EAR CONT, SUNKEN SHOWER DET. SCALE 3/4" = I'-0" S-2 PRE-ENGINEERED TRUSS 024" O.C. W/HURRICANE ANCHOR ON EA. TRUSS. REFER TO ROOF FRAMING PLAN USE SIMPSON HETA20 U.N.O. (REFER TO HURR, CLIP SCHEDULE) 12 2' RIGID DRYWALL CEILING BOARD SAG RESISTANT EXTERIOR TYPE 5d COOLER NAILS OR GWB54 © 7" O.C. 4" THK. CONC. SLAB W/ FIBERMESH OR W/ 6X6 10/10 OVER 6MIL. VISCI. ON COMPACTED &TERMITE TREATED FILL 1-#5 CONT. ALL CONC. TO BE 3,000 P. S.I. MIN. NOTE: 6X6 "10/10 MUST BE SUPPORTEDr•(o I 8" C.M.U. S TEM WALL 3'-0" 0/C MAX. E/W CONC, FILLED & REINF. W/ 1-#5 @ ALL CORNERS & © 4'-0„ 0/C MAX. I _ GRADE IJT-��IIII�IIII ,., z #5 DOWEL MIN, 25" LAP 8"X16" CONT. CONC. FOOTER 4" CONG, SLAB UJ/ FIt�JERMESN - W/&X6 10/10) REINF, W/ 2-#5 BARS CONT. 1= _ OVER VI50, _III III -1I CLEAN, COMP., TERMITE 1 #5 REH6AR Iro TREATED FILL SECTION C9) PORCH SCALE 1/2" = l'-0" =2 , I COMP. SHINGLES W/ SELF SEAL STRIPS ICLEAN COMP., TERMITE & A MIN. OF 4- FASTNERS PER STRIP SHINGLE TIREATEE) FILL OVER 15 FELT ON 7/16 CDX OR OSB MIN. W/ SIMPSON PSCL SHEETING CLIP OFFSET THICKENED EDGE DETAIL SCALE: 3/4" = 1'-0" s 2 PRE-ENGINEERED TRUSS 024" O.C. W/HURRICANE ANCHOR ON EA. TRUSS. REFER TO ROOF FRAMING PLAN IJSE SIMPSON HETA16 U.N.O. (REFER TO HURR. CLIP SCHEDULE) INSULATION RAPPEL PROVIDE BUILD, PAPER OR �. — R-38 MIN. INSULATION STEEL PLATE BETWEEN _�' _SEE ELEV. TRUSS &` C.M.U—.--- - -' -' 1 /2" RIGID GYP BOARD CLG. DOWEL LAPPED 5d COOLER NAILS OR GWB54 @ 7" O.C. WITH WALL REINF, ALUM. FASCIA a°. •� AL L LAPS 25" MIN. & SOFFIT FILLED LINTEL BLOCK W/ 1# 5 NON VENTED I SEE ROOT= PLAN � �� CON 1. W/25 SPLICE MIN. Le -- - PRECAST HEADER — 1/2" GYP BOARD OVER #5 CORNER BAR low- 3/4" P.T. FURRING ROUTED CELL 5/8" STUCCO FINISH W/ INSULATION PER ENERGY CALCULATIONS TYP. CORNER VERTICAL WALL REINF 5CALE: 3/4' = 1'-0' S 2 COMP. SHINGLES W/ SELF SEAL STRIP` & A MIN. OF 4- FASTNERS PER STRIP SHINGLE OVER 15# FELT ON 7/16" CDX OR OSB MIN, W/ SIMPSON PSCL SHEETING CLIP PSSCL 15/32 TRUSS TO BEAM SIMPSON HLTA16 4" ALUM. DRIP ALUM. FASCIA & SOFFIT (TYP) I"KFER TO FL. PLANT CMU COL. CONC. FILLED & REINF, WI #5 IN FILLED CELL FOOTER TO TIE BEAM 4" THK. CONC. 51LAP W1 FI5ERME5H OR 111/ roXO 10/10 OVER 0MIL. VISO. ON COMPACTED 4 TERMITE TREATED FILL ALL C-ONC. TO BE 3,000 P.S.I. MIN. 1-15 CONT. V C.M.U. STEM WALL CONC. FILLED 4 REINF, W/ I-"5 a ALL CORNERS 4 a 4'-0' O/C MAX. GRADE SLAB SLOPES AT III ;,III I_TI I 1/a" FER FT. AWAY FROM HOUSE I 7T--.1 I 16' a'Xh' CONT, CONC. FOOTER REINF. W/ 2-15 BAR5 CONT, (CLEAN, COMP., TERMITE TREATED FILL PORCH FOOTER DETAIL (-2� ��-- ALUM. WINDOW ' OR FIXED GLASS MARBLE SILL PRE -CAST SILL #5 DIA. ROD IN FILLED CELL AS PER 1� LOOR PLAN ii TIED TO CONT. ROD IN 8" C.M.U. = ; - FOOTER & LINTEL ROD ABOVE /f5 DOWEL, 25" _ ' , _ - 4" CONC. SLAB W FIBERMESH MIN. LAP EQU• OVER BMX OR W6x6 10/1O CONC. FILLED CHAIR BL--r�� , ` - W/ 1-//5 CONT. �'� _- -_ _ - FIN. GRADE CMU STEMWALL=_ FILLED SOLID W/ �- , t \ 3,000 PSI Como.,., r CLEAN, COMP,, 8" X 16" CONC. I 6.v4 . TERMITE TREATED FOOTER W/ 2 # FILL ROD CONT. - - II 6" ACI 90 16" _I = HOOK (TYP) I I 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL VY 48" O.C. MAX P. IP STEMWALL EXCEED2; 0", FILL ALL, CELLS WITH GROUT AND APPLY 1 #5 VERTICAL 9 48" O.C. MAX AND 1 #5 IIORIZON'PAL GJ ?4" O.C. IN U-F3LOCK. D MIN. EMBEDMENT - ONE STORY 8"BLOCK WALL SECTION 5(_ -ALE: 3/4' = 1'_0' S 2 I I �Et J W V EI co 7U) W 7 O F U W w �I ' � o 1 1 y r I� NW� oo P, z QQA'z� U �drn _: c•1 vid:c Lu Z Lu r - J S LLu/\ c*� 1 q, z U- ___I - Q"-': LL olrzu`'� Ld cn Lu co Lu z "'� �o w INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL $ ENGINEER'S SEAL APPROVED BY ' I` DA fE: 05-08-2017 ,1 PE#0040748 SCALE : 1/•>" DRAWN BY : 1K DATE : 05-05-2017 PROJECF NO: KAD 2542 SFIEEF NO: al S-2 GENERAL FOUNDATION/ STRUCTURAL NOTES: 1. ALL CONC. SLABS & FOOIERS SHALL HAVE A COMPRESSIVE STRENGTH OF NUT LESS THEN 2,500 P.S.I. 028 DAYS SLAB SHALL BE REINFORCED WITH FIBER MESH ON 6 MIL. VAPOR BARRIER OVER CLEAN COMPACTED 2"X P.T. W/ Y2" DIA. A.B. TERMITE TREATED FILL. 0 24" 0/C STAGGERED Yi STUCCO FIN -,#5 VERT. BAR ON POURED CELL 2. CONCRETE (GROUT) FOR LINTEL & FILLED CELLS SHALL WOOD CASING DOOR FRAME TO BLOCKS PER HAVE A MINIMUM COMPRESSIVE SIRENOfHF OF 3,000 P.S.I, 0 28 DAYS. MANUFACTURERS SPECIFICATION 3. SOIL SHOULD HAVE A MIN. BEARING PRESSURE OF 2,000 P.S.F. CONTRACTOR SHALL VERIFY THE MINIMUM BEARING PRESSURE, \ THRESHOLD 6 4. REINFORCE FOOTING WITH #5 BARS AS INDICATED. ALL HOLLOW METAL DOOR _�' BARS SHALL BE DEFORMED, AND SHALL '_7111/2' GYP BOARD OVER 7/8" STUCCO FIN. ON WIRELATH CONFIRM TO ASTM. DESIGNATION A305, AND BE CLEAN AND '' !',` 3/4' P.T. FURRING 5TRIP5 a Io O/CCX ON 15 BUILD'G. FELT ON FREE FROM RUST AND SCALE. '�ii�Tll%T/T�f�/ AL -FOIL INSULATION IE SPLICES SHALL OVERLAP AT LEAST 25'. 1/2" SHEETING ON ALL REBAR TO BE GRADE 40T 2'X P.T. FIXED TO G.M.U. C 2"X FRAME W/ R-11 INSUL. lU/Y2' DIA. X 6' LONG AT3. FINISH PER ELEVATION CAULK SILL a 24' 0/C ^ ' 5. FOR CONC. BLOCK WALLS PROVIDE CONCRETE FILLED CELLS WITH 1-#5 BAR VERTICALLY CONTINUOUS FROM Y' DRYWALL LL FOOTING TO TIE BEAM AT ALL CORNERS AND WHERE #5 VERT. BAR ON POURED CELL OTHERWISE NOTED AS PER FOUNDATION PLAN. 6. EXTEND SLAB -1/2"0DOOR OPENINGS JAMB AT EXTERIOR DOORS FRAME/ BLOCK DETAIL SCALE 3/4' •1'-0' 7. EXTEND SLAB 1 1/2" & RECESS 3/4" FOR SLIDING GLASS SCALE 3/4' :I'-0' DOOR TRACK. (VERIFY W/ DOOR MANUF.) CLEAR LINTEL SPAN TYPE 8. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. LINTEL BOTTOM BARS 9. REINFORCING STEEL SHALL BE MIN. OF GRADE 40 (ASTM A615) UPLIFT SAFE LOAD 10. WELDED WIREMESH SHALL BE IN ACCORDANCE W/ ASTM 185. BOLIp /5110101 GENERAL LUMBER NOTES: 146" DRYWALL MARBLE OR P.T 1X WINDOW BUCK 1. ALL LUMBERS TO BE SOUTHERN YELLOW PINE NO 2 STUDS MAY BE SPRUCE WOOD SILL ANCHOR TO MASONARY WITH MAX. CONTENT OF MOI`;IURE 19%. LUMBER IN CONTACT W/ CONCRETE TO BE ANUF. SPECS. \ PRESSURE TREATED. STUDS MAY BE SPF STUD GRADE. 2. ALL EXTERIOR DOORS & DOORS TO GARAGE MUST BE pETAIL C DETAIL B 4 C OF SOLID WOOD & MIN. THICKNESS OF 1 3/8" OR SOLID CORE METAL. M-1 2'-10' 1'-6' Precast (2) W3 (2)12 NONE 4245 3. PROVIDE ADEQUATE BRACING & BRIDGING TO TRUSSES To 18,99 8529 10000 O 3' 6' OCAULK (2) 03 RESIST WIND & OTHER LATERAL FORCES. _ NONE 2415 3831 3831 4815 4815 M-3 4. ALL TOP PLATE SPLICES SHALL OCCUR 2'-8'_ Precast (2) 03 (2) 02 ALUM, WINDOW OVER A STUD. 2111 5. ALL GIRDERS AND GANGED MEMBERS SHALL HAVE AN EQUAL NUMBER #5 VERT. BAR ON POURED CTLONC. SILL OF GANGED STUDS IN SUPPORT OF THE MEMBERS. 3386 6. BOTTOM OF ALL EXTERIOR SHEAfING SHALL BE AT LEASE 6 Yz" ABOVE GRADE. JAMB A I WINDOWS 4 INDOV VSGENERAL GENERAL WINDOW NOTES: - (2) 02 SCALE 3/4' =I'-0' I. WINDOW ATTACHEMENT INSTALLATION IS THE RESPONSIBILITY OF THE 2165 BUILDER/CONTRACTOR AS PER THE PARfICULAR WINDOW MANUFACTURER'S 2608 INSTALLATION REQUIREMENTS TO MEET DESIGN PRESSURE AND MUST BE M-5 SIGNED AND SEALED BY A LICENSED ENGINEER FROM THE STATE OF FLORIDA 3'-4' Precast 2. THE DESIGN PRESSURE SHOWN ON THE FLOOR PLAN SHEET IS TO BE (2) "l USED AS A GUIDELINE FOR PROPER WINDOW DESIGN CRITERIA. 1232 3• THE BUILDER MUST PROVIDE ENGINEERED MATERIAL AND INSTALLATION 2011 DETAILS FROM THE MANUFACTURER OF THE DOORS (INCLUDING GARAGE DOOR) 2421 AND WINDOWS. THIS MUST BE AVAILABLE ON SITE IN THE INSPECTION BOX 5'-4' BEFORE FRAMING INSPECTION TAKES PLACE. (2) 03 4. WINDOWS OR FIXED GLASSALL WINDOWS OR FIXED GLASS LESS THAN NONE 18" A.F.F. TO BE TEMPERED GLASS 1651 5. All windows to meet U -factor (0.4) and SHGC (0.25) 1810 INTERLOCK TOP PLATE �o CORNERS FILLER BLOCK 2`x4' WOOD STUD TOP PLATE CORNER DETAIL SCALE I" = I' -O" MAX. TYP. _- #5 VERT. BAR ON POURED 1/2' GYP BOARD OVER 3/4' P.T. FURRING 5TRIP5 S to ' O/C AL -FOIL IN51JLATICN 2'X P.T. FIXED TO C.M.U. W/y' DIA. X 6' LONG A.B. g 24' 0/C y DRYWALL FRAME/ BLOCK DETAIL SCALE 3/4' •I' 0' ,1'_n" ATION )LT TOP PLATE SPLICE DETAIL SCALE I" = 1'-0" MULTIPLE STUDS @ CORNERS N.T.B. SHIM l TABLE No. 2 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WRICING LOADS (PLF) 8' x 8' LINTELS MARK NO. LINTEL LENGTH CLEAR LINTEL SPAN TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN BOLIp /5110101 SOLID 05(IURL 50LID 15011LI(OA- W101u(I'l- SOLID 'S(2)U(I)L A BAR 5 BAR DETAIL A DETAIL B pETAIL C DETAIL B 4 C DETAIL D M-1 2'-10' 1'-6' Precast (2) W3 (2)12 NONE 4245 1509 18,99 8529 10000 M-2 3' 6' T-2' Precast (2) 03 (2) 02 _ NONE 2415 3831 3831 4815 4815 M-3 4'-0' 2'-8'_ Precast (2) 03 (2) 02 NONE 1183 2111 2111 3386 3386 M-4 4'-6' 3'-2' Precast (2) 13 (2) 02 NONE 1343 2165 2165 2608 2608 M-5 4'-8' 3'-4' Precast (2) 03 (2) "l NONE 1232 2011 2011 2421 2421 M-0 5'-4' 4'-0' Precast (2) 03 (2) 03 NONE 1006 1651 1651 1810 1881 M-1 5'-I0' 4'-6' Precast (2) 03 (2) "3 NONE 800 1423 1423 1410 1609 M-8 6'-4' 5'-O' Precast (2) 03 (2) 04 NONE 140 1283 1283 1210 1405 M-9 6'-6' 1 5'-2' Precast (2) 03 (2) 04 NONE 110 1232 1232 1145 1348 . M-10 6'-8' 5'-4' Precast (2) 03 (2) 04 NONE 682 1184 1184 1061 1295 M-11 T-6' 6'-2' Precast (2) 03 (2) 04 NONE 510 991 991 825 1082 M-12 1'-8' 6'-4' Precast (2) 03 (2) 04 NONE 551 959 959 184 1041 M-13 8'-0' (O' -S' Precast (2) "3 (2) 04 NONE 518 902 902 112 984 M-14 8'-4' T-0' Precast (2) 03 (2) 04 NONE 488, 051 851 648 921 M-15 9'-4' 8'-0' Precast (2) 03 (2) 04 NONE 416 126 126 499 190 M-16 10140' 9'-2' Precast (2) 03 (2) "4 NONE 354 618 618 383 613 M-11 Il' -4' 10'-0' Precast (2) 03 (2) +'S NONE 315 561 561 311 601 M -IS 12'-0' 10'-8' Precast (2) 03 (2) W5 NONE 292 525 525 211 561 M-19 12'-6' II' -2' Precast (2) 03 (2) 05 NONE 211 498 498 251 512 M-20 13'-4' 12'-0' Precast (2) 03 (2) W5 NONE 255 458 4F0 214 442 M-21 14'-0' 12'-8' Precast (2) *3 (2) W5 NONE 239 430 430 190 395 M-22 14'-8' 13'-4' Prestressed (2) 3 (2) 04 NONE N.R. 483 480 243 411 M-23 15'-4' 14'-0' Prestressed (2) 03 (2) 04 NONE N.R. 454 454 221 429 M-24 Il' -4' 16'-0' Prestressed (2) W3 (2) 04 NONE N.R 361 361 I'll 332 M-25 19'-4' 0-0' Prestressed (2) 03 (2) 15 NONE N.R 339 339 131 265 11-26 20'-0' IS' -S' Prestressed (2) 03 (2) "5 NONE RK 312 325 121 241 M-21 21'-4' 20'-0' Prestressed (2) 13 (2) W5 NONE RR 254 292 III 216 M-28 22'-0' 20'-0' Prestressed (2) 03 (2) 05 NONE N. 230 261 104 203 M 29 24'-0' 22'-8' Prestressed (2) 13 (2, W5 NONE N.R 114 203 Sl 169 N.R.- NOT RECOMMENDED DETAIL ILII SPECIFIED COMPOSITE LINTEL DEPTH IS THE MINIMUM ACCEPTABLE. ANY EXTRA COURSES OF BLOCK ABOVE LINTEL ARE ACCEPTABLE AS LONG AS ALL COURSES ABOVE P.C. LINTEL ARE FILLED WITH GROUT. HOWEVER IF TOTAL COMPOSITE LINTEL EXCEEDS 48" DEPTH, APPLY U -BLOCK LINTEL W/ (1) #5 EACH ADD 'L. 24" HEIGHT rr 2' RECESS 2' RECESS L 2' RECESS Z 2' RECE55 DETAIL "IDA' DETAIL- '125" IDETAIL "pC'I DETAIL 'PE" TABLE No. 4 REINFORCING 5CHEDULE 4 LOAD CAPACITIES ' SAFE WORKING LOADS (PLF) a' x lo' COMPOSITE LINTELS MARK NO. LINTEL LENGTH TABLE -- REINFORCING 5CHEDULE 4 LOAD CAPACITIES SAFE WORKItri LATERAL LOADS (J -LF) 8' x 8' RECE55 D',VR HEADER TABLE No. 9 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' RECE55 DOOR HEADER HAW NO. TOTAL LENGTH CLEAR OPAN LINTEL .TYPE TOP BAR LINTEL BOTTOM BAR 5 A BAR B BAR LATERAL SAFE LOAD PLAIN BCLID DETAIL DA DETAJ405 TD -I 3'-8' 2'-4' Recast (2) 3 (2) 02 NONE 1112 2011 D-2 4'-0' 2'-8' Precast (2) 3 (2) 02_ NONE 950 1611 D-3 4'-2' 2'-10' Precast (2) 3 (2) 2 NONE 861 1521 D-4 4'-4' 3'-0' Precast (2) 13 (2) 62 NONE 185 13?b D-5 4'-8' 3'4 Precast (2) 3 (2) 2 NONE 659 1165 D-6 5'-8' 4'-4' Precast (2) 3 (2) 3 NONE 650 Illi D-1 6'-8' 5'-4' Precast (2) 3 (2)14 NONE 504 964 D-8 T-8' 6'-4' Precast (2) 3 0) 04_ NONE 411 lal D-9 8'-8' T-4' Precast (2) 3 (2)14 NONE 356 664 D-10 9'-8' 8'-4' Precast (2)-3 2 fT_ NONE 286 535 rr 2' RECESS 2' RECESS L 2' RECESS Z 2' RECE55 DETAIL "IDA' DETAIL- '125" IDETAIL "pC'I DETAIL 'PE" TABLE No. 4 REINFORCING 5CHEDULE 4 LOAD CAPACITIES ' SAFE WORKING LOADS (PLF) a' x lo' COMPOSITE LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN TABLE No. 9 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' RECE55 DOOR HEADER LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD MAW NO. TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP BAR LINTEL BOTTOM BAR - G VITY SAFE LOAD UPLIFT 5AJE LOAD 60LID 601-10 FLAN 5(I.U(0A. 5(I,U(IJL 60LID 5(1,1Jlm,t 5(IAHVL 50LID 5(1AKPL A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB I OC DETAIL DF D-1 3'-8' 2'-4' Precast (2) 3 (2) 02 NGNE 1360 1691 1691 2234 2234 P-2 1 4'-0' 2'-8' I Precast (2) 3 (2) 2 NONE 1131 1425 1425 1863 1863 D-3 4'-2' 2'-10' Precast (2) 3 (2) 2 NONE 1042 1320 1320 1119 1119 D-4 4'-4' 3'-0' Precast (2) 3 (2) 2 NrAIE 963 1230 1230 1596 15% D-5 4'-8' 3'-4' Precast W13 (2) 2 NaE 806 1081 1081 1396 1396 D-6 4'-6' 4'-4' Precast (2) 3 (2) 3 NONE 598 846 846 1003 1011 D-1 -5'-13' 6 -8' 5-4' Precast (2) 3 (2)14 NONE 458 693 693 688 190 D-8 1'-8' 6'-4' Precast (2) 3 (2) 14 NONE 315 568 568 499 641 D-9 8'-8' T-4' Precast 1 (2) 03 (2) 14 NONE 316 480 480 315 546 D-10 9'-8' 1 8'-4' 1 Precast (2) 13 2T NONE 213 415 1 415 291 412 rr 2' RECESS 2' RECESS L 2' RECESS Z 2' RECE55 DETAIL "IDA' DETAIL- '125" IDETAIL "pC'I DETAIL 'PE" TABLE No. 4 REINFORCING 5CHEDULE 4 LOAD CAPACITIES ' SAFE WORKING LOADS (PLF) a' x lo' COMPOSITE LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL LINTEL TYPE TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID '5110(0)1 801-10 °5(10(01- SOLID 15(1).1(0)1- 5(IJU(UL SOLID 05(20(1)... A BAR B BAR DETAIL H DETAIL J DETAIL H 4 J DETAIL K M-1 2'-10' 1'-6' Precast (2) "3 (2) 02 NONE 10000 10000 10000 10000 M-2 3.-(.02'-2' Precast Precast (2) 03 (2) 02 NONE 5931 10000 10000 10000 M-3 4'-0' 2'-8' Precast (2) "3 (2) 02 NONE 4261 10000 8139 10000 M-4 4'-o' 3'-2' Precast (2) "3 (2) 02 NONE 3211 9161 6592 10000 M-5 4'-8' 3'-4' Precast (2) "3 (2) "2 NONE 2944 8414 6049 10000 M-0 5'-4' 4'-0' Precast (2) 03 (2) 03 NONE 4823 6431 4421 1041 M-1 5'-10' 4'-6' Precast (2) 03 (2) 03 NONE 3923 5015 3600 5430 M -S 6'-4 5'-O' Precast (2) 03 (2) "4 NONE 4115 4115 2982 4411 M-9 6'-6' 5'-2' Precast (2) 03 (2) "4 NONE 3934 3934 2810 4151 M-10 6'-S' 5'-4' Precast (2) "3 (2) 04 NONE 3119 3119 2653 3919 M-11 1'-6' 6'-2' Precast (2) "3 (2) 04 NONE 2911 2911 2030 3060 M-12 1'-8' 6'-4' Precast (2) "3 (2) 04 NONE 2196 2196 1932 2931 M-13 8'-0' 6'-S' Precast (2) "3 (2) 04 NONE 2581 2581 1154 2102 M-14 S'-4' 1'-0' Precast (2) 03 (2) "4 NONE 2396 2396 1600 2506 M-15 9'-4' 8'-0' Precast (2) 03 (2),14 NONE 1969 _ 1969 1238 2055 M-16 10'-6' 9'-2' Precast (2)113, (2) 04 NONE 1621 1621 941 1695 M -Il IV -4' 10'-0' Precast (2) e3 (2) 05 NONE 1455 1455_ 195 1504 M-18 12'-0' 10'-8' Precast (2) "3 (2) W5 NONE 1335 1335 o91 1319 M-19 12'-6' 11'-2' Precast (2) 03 (2) 15 NONE 1251 1251 634 1298 M-20 13'-4' 12'-0' Precast (2) 03 (2) 05 NONE 1144 1144 545 1129 M-21 14'-0' 12'-8' Precast (2) "3 (2) 0S NONE 1101 1066 486 1012 M-22 14'-8' 13'-4' Prestressed (2) 03 (2) 04 NONE 1234 1234 511 1126 M-23 15'-4' 14'-0' Prestressed (2) 03 (2) 04 NONE 1160 1160 520 1026 M-24 Il' -4' 16'-0' Prestressed (2) 03 (2) 04 NONE 982 982 403 194 1`1-25 19'-4' IS' -O' Prestressed (2) 03 (2) "5 NONE 849 849 321 633 M-26 20'-0' IS' -S' Prestressed (2) "3 (2) 05 NONE 812 812 299 590 M-21 2V-4' 20'-0' Prestressed (2) 03 (2) WS NONE 146 146 262 516 M-28 22'-0' 20'-8' Prestressed 1 (2) 03 (2) "5 NONE 111 111 245 484 M-29 24'-0' 22'-8' Prestressed1 (2) 03 (2) 05 NONE 640 640 205 405 DETl- L 114 III DETAIL 1t III r.� DETAIL 11<11 2' RECESS DETAIL IIDDII 2' RECE55 L 2' RECE55 DE -TAIL tlDEll DETAIL IID(�II (CO PSI CONC. FILL TOP BARS: ENGINEERING SPECIFICATIONS: FABRICATION ASTM A615 (GRADE 60) U A L I T Y PRECAST COMPANY (SEE SCHED.) 1. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK PLACED IN (CONCRETE PLACED ) r (GRADE 40 . IN FIELD) 2.) DESIGNER MAY EVALUATE CONCEN PRATED LOADS FROM FIELD) ASTM A615 (GF ) (1) tl5 CONTINUOUS THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS OPTIONAL SHEAR AND MOMENT FOR THE LIS TED LINTELS. RELIEVED 270 KSI ''STRONG' ON 51=RVlCE TYPE DESIGNATION i 7/32" STIRRUPS AT 4'-0" cc 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND 2.4 DE FAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 17y�]P,O, Vox 11 - Br /andon, Forida 335,x9-0011 <t 1 "' 1 (TIED OR WELDED) PER LINEAR FOOT. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI S. (3I3) 685 `5615 P -PLAIN LINTEL/ QUANTITYOF#5BARAT N I� 5�9 � �"sEESCF1�NOU�EREINF.) GENERAL LNorES: 3)TMASONRY: Orlando (40-1) STl-1OO,a S - SOLIULINTEL rLOWER LIN TELCAV(TY r,y' •B"BARS-SEE SCHEDULE 1.1FLORIDA BUILDING CODE 2014 3.1 DESIGN AND CONS TRUCTIONSHALL CONFORM 'ToTHE Fax: (813) 653-3240 Lakeland (863) 425-3010 Q ( 2t-4" 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED SPECIFICATION OF THE NATIONAL CONCRETE MASONRY Lake Helen (386) 228-2112 -} [8X16-P-ILIIU, -4 CONCRETE(ACT318.02). ASSOCIATION AND ACI 530-02. Pinellas ( 12�� S2I 622 Eastern Polk Country (863) 421-2019 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN 3.2 MINIMUM MASONRY, UNIT 8 FRENGTH: PM 1500 PSI. LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7.98). 3.3 MORTAR SFIALL BE TYPE $. D istrlbutOre for; or: I NOTES: 2.) CONCRETE: 4) SrRuc rURAL: NOMINAL WIDTH I� QUANTITY OF #5 BAR AT L MINIMUM COVERAGE OF STEEL- 1.5" 2.1 CONCRETE COMPRESSIVE STRENG'rF1 AT 28 DAYS: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A COMMERCIAL CONCRETE PRODUCTS, INC. NOMINAL HEIGHT UPPER LIN TEL CAVI FY 2. MINSTA. BEARING E RINGRRQUIRF"ED EEEA.E MAs15 2.1.1PRE-CAST W/S'TANDARDREINFORCEMENF-4000psi MIN. BEARING OF a"(WI THAMINIMUM ACCEPTABLE BEARING OF LOTTIS CONCRETE PRODUCTS INC. WEKIWA CONCRETE PRODUCTS 2.1.2PRE-CAS TW/PRESTRESSREINFORCEMENir-6666 PSI MIN. 4". 4.2 FOR LIN 'rELSTHAT ARE GREATERTHANIT-0" QUALITYPRECAST CO. 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" CLEAR SPAN'THEY SHALL BE PROVIDED A TEMPORARY P.O. BOX 771255 P.O. BOX 279 TYEICAL LINTEL SECTION AGGERAIE,B"TOIVSLUMP. SUPPOFZrANDTHETEMPORARYSUPPORT SHALL NOT BE WINTER GARDEN, FLORIDA 34777-1255 2705 SAMMONDS ROAD 2.2 REINFORCING BARS: REMOVED UN TIL2DAYS AF'TER GROUTPLACEMEN T. FL I4LF1 PLANT CITY, FLORIDA 33567-4556 ZELLwooD, FLORIDA 32798 FFEC,45T CONGFRETE2.2.13TEELPLACED INPRECASTLIN rELAT TIME OF FL 1774 FL 1418 0 V) Lu Oc I 11i TABLE No. 13 REINFORCING 5CHEDULE 4 LOAD CAPACITIES SAFE= WORKING LOADS (PLF) 8' x 16' R£CE55 DOOR HEADER W E� I� MARK NO. TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP BAR III LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID 15(IU(0X. SOLID 15(10(01- SOLID W5(IU(OA- W5(IU(I)L SOLID "5(2,U(IX A BAR B BAR [DETAIL P DETAIL PE DETAIL DD 4 DE DETAIL DG D -I 3'-6' 2'-4' Precast (2) 03 (2) 12 NONE 4520 10000 9198 10000 D-2 4'-0' 2'-8' Precast (2) 03 (2) 02 (� NONE 3651 10000 1440 10000 D-3 4'-2' 2'-10' Precast (2) "3 (2) 12 NONE 3306 9256 6143 10000 D-4 4'-4' 3'-0' Precast (2) 03 (2) 02 NONE 3008 8053 6139 9566 D-5 4'-8' 3'-4' Precast (2) 03 (2) 02 NONE 2519 6231 5150 1216 p-6 5'-8' 4'-4' Precast (2) 03 (2) 03 NONE 3514 3810 3211 1042 D-1 6'-8' 1 5'-4' Precast 1 (2) 03 1 (2)'4 1 NONE 2138 2138 2259 2895 D-8 T-8' 6'-4' Precast (2) 03 1 (2) 04 1 NONE 2108 2108 1645 2219 D-9 8'-8' 1'-4' Precast (2) 03 1 (2) W4 1 NONE 1809 ITT 1241 1195 D-10 9'-8' 1 8'-4' Precast (2) 03 2 NONE 1516 1 1436 914 1505 2' RECESS DETAIL IIDDII 2' RECE55 L 2' RECE55 DE -TAIL tlDEll DETAIL IID(�II (CO PSI CONC. FILL TOP BARS: ENGINEERING SPECIFICATIONS: FABRICATION ASTM A615 (GRADE 60) U A L I T Y PRECAST COMPANY (SEE SCHED.) 1. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK PLACED IN (CONCRETE PLACED ) r (GRADE 40 . IN FIELD) 2.) DESIGNER MAY EVALUATE CONCEN PRATED LOADS FROM FIELD) ASTM A615 (GF ) (1) tl5 CONTINUOUS THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS OPTIONAL SHEAR AND MOMENT FOR THE LIS TED LINTELS. RELIEVED 270 KSI ''STRONG' ON 51=RVlCE TYPE DESIGNATION i 7/32" STIRRUPS AT 4'-0" cc 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND 2.4 DE FAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 17y�]P,O, Vox 11 - Br /andon, Forida 335,x9-0011 <t 1 "' 1 (TIED OR WELDED) PER LINEAR FOOT. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI S. (3I3) 685 `5615 P -PLAIN LINTEL/ QUANTITYOF#5BARAT N I� 5�9 � �"sEESCF1�NOU�EREINF.) GENERAL LNorES: 3)TMASONRY: Orlando (40-1) STl-1OO,a S - SOLIULINTEL rLOWER LIN TELCAV(TY r,y' •B"BARS-SEE SCHEDULE 1.1FLORIDA BUILDING CODE 2014 3.1 DESIGN AND CONS TRUCTIONSHALL CONFORM 'ToTHE Fax: (813) 653-3240 Lakeland (863) 425-3010 Q ( 2t-4" 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED SPECIFICATION OF THE NATIONAL CONCRETE MASONRY Lake Helen (386) 228-2112 -} [8X16-P-ILIIU, -4 CONCRETE(ACT318.02). ASSOCIATION AND ACI 530-02. Pinellas ( 12�� S2I 622 Eastern Polk Country (863) 421-2019 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN 3.2 MINIMUM MASONRY, UNIT 8 FRENGTH: PM 1500 PSI. LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7.98). 3.3 MORTAR SFIALL BE TYPE $. D istrlbutOre for; or: I NOTES: 2.) CONCRETE: 4) SrRuc rURAL: NOMINAL WIDTH I� QUANTITY OF #5 BAR AT L MINIMUM COVERAGE OF STEEL- 1.5" 2.1 CONCRETE COMPRESSIVE STRENG'rF1 AT 28 DAYS: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A COMMERCIAL CONCRETE PRODUCTS, INC. NOMINAL HEIGHT UPPER LIN TEL CAVI FY 2. MINSTA. BEARING E RINGRRQUIRF"ED EEEA.E MAs15 2.1.1PRE-CAST W/S'TANDARDREINFORCEMENF-4000psi MIN. BEARING OF a"(WI THAMINIMUM ACCEPTABLE BEARING OF LOTTIS CONCRETE PRODUCTS INC. WEKIWA CONCRETE PRODUCTS 2.1.2PRE-CAS TW/PRESTRESSREINFORCEMENir-6666 PSI MIN. 4". 4.2 FOR LIN 'rELSTHAT ARE GREATERTHANIT-0" QUALITYPRECAST CO. 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" CLEAR SPAN'THEY SHALL BE PROVIDED A TEMPORARY P.O. BOX 771255 P.O. BOX 279 TYEICAL LINTEL SECTION AGGERAIE,B"TOIVSLUMP. SUPPOFZrANDTHETEMPORARYSUPPORT SHALL NOT BE WINTER GARDEN, FLORIDA 34777-1255 2705 SAMMONDS ROAD 2.2 REINFORCING BARS: REMOVED UN TIL2DAYS AF'TER GROUTPLACEMEN T. FL I4LF1 PLANT CITY, FLORIDA 33567-4556 ZELLwooD, FLORIDA 32798 FFEC,45T CONGFRETE2.2.13TEELPLACED INPRECASTLIN rELAT TIME OF FL 1774 FL 1418 0 V) Lu Oc I 11i W E� I� �1 � w ,E; J DATE: 05-08-2017 III N' I I FI IL) W LL_ w1�\ \ r?(I I C/)Z W W ,E; J DATE: 05-08-2017 W PE//0040748 U p SCALE 1/4•' = 1'-0" w1�\ \ r?(I 6 O clo DRAWN BY : IK V DATE : 05-05-2017 F- W PROJECT NO: KAD 2542 SHEET NO: J41ll0 r? U S ®3 w f W n� J 1 1 1 ,• F L.LJ F- (� w Ev I :LL Illi) li z o \ \\VI L lELL�3w -- a 9 ETI; `i •_' �-. ,IE. u"7 Gi P a g O w t O �i 0 1� LLJ M� W !! z l (� III LU N J ('. _ CU- O cn rn (9 • � cn z_ u! \� rL a v W a LL: u> LU U cU) - � I � � Ilu w zLj U � o _j INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY I I' W x DATE: 05-08-2017 1;r PE//0040748 li SCALE 1/4•' = 1'-0" w1�\ \ r?(I DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2542 SHEET NO: S ®3