Loading...
HomeMy WebLinkAbout1016 Pine Ave (A) 17-1518f\ W SI f� GSE SAM I �Y R ESI D EIS CE BU's°�"G DATA BUILDING TYPE: S.F.R. V B UNSPRINKLED 1014 Bay Ave. Sanford, FL 32771 aS � in 10111111101 mom Z e F r OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3 NO. OF STORIES: I BUILDING HEIGHT: 151-01i LIVING 1,158 S.F. PORCH 86 S.F. TOTAL 1, 2' 4 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 5th Edition (2014) Plumbing LOAD CALCULATION LIVE LOAD = 20 P.S.F. DEAD LOAD = 20 P. S. F . TOTAL LOAD = 40 P.- F. DRAWING INDEX A -I INDEX A-2 FLOOR PLAN, ROOF PLAN A-3 ELEVATION E-1 ELECTRICAL FLOOR P1 -AN 5-1 FOUNDATION PLAN 4 TRUSS LAYOUT 5-2 SECTIONS 4 DETAILS 5-3 LINTEL SCHEDULES, NOTE6 4 DETAILS RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER r l0-3.1'7 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #17-1518 SANFORD N Z O N LJ 'll w w � o �z w Ln w I w W W Z e C -9 W;5 N Q!5 V G Z w 1Wy� g Z 11117 qq WW a = in w W W Z C -9 W;5 N LL N -J wZ COD a 0 W a = in WU teCo z Z3 vi'�i LU w F-: J INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#0040748 SCALE : 1/4" - V-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO A-1 t R i. R s M 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. UNDERLAYMENT 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 -PERCENT SLOPE), UNDERLAYMENT SHALL BE 2 LAYERS APPLIED IN THE 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 1911(483MM), AND FASTENED SUFFICIENTLY TO HOLD IN PLACE.DISTORTIONS IN THE UNDERLAYMENT 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 SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING 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 (I829MM). VENT CALCULATION; 1,244 S.F. OF ROOF AREA 1,2441150 = 9 S.F. MIN OF 9 S.F. OF ROOF VENT REQUIRED PROVIDE MIN OF 3 ROOF VENTS (1 ' LONG X 4' WIDE) -r= _� --_ _===--- 6:12 -1� II II II II II II II II II II �I II II II I II �I II II II II 11 II II II II II II II II I 6 12 6:122 I I II 'I SLOPE SLOPE F II �I II II II I II �I II I II �I II II II I II II II II II I II II I L — — — — — l'-4" EAVE EAVE ROOF PLAN 2 SCALE: 8'=1'-0" A-2 O O I INDICATES FILLED CELLS UJ/ 1-"5 BAR T rf=. d- - I U') LO LL. LiN qcq Low a i m al �j C7 U. +M W LL LL, NM U. � co 24'-0" SQ. FT. CALCULATION LIVING 1,158 S.F. PORCH 86 S.F. TOTAL 1, 244 S.F. � n� oiq NW tLd MIX (D W M+ 0 I LO (n LL LL N Lo (6q 4 V) M t M x e. r 01 2'-6" 0 CONC. PAD 5'-0" i1 4'-0" 5068 S.G.D. +28.3 P.S.F. -30.8 P.S.F. tH/B M -SJ I } Li I w z a � a I KITCHEN BEDROOM # 3 a'-0"CLG. HGT. rn o I o a 8'-0"CLG. HGT. 3 Oo Oa I I K S D ®I W. II I II B J_L 5068BF N CLOS. BATH LE b� DINING o II 8'-0" CLO. HOT. v wic I I i O x CLOS. N 5068BF cV t ii bb ti 7'-10" S-6" 11'4" I' LIVING -i # 11 f 8'-0- CLG. HGT, I1 N BEDROOM # 2 8'-0" CLG. HGT. 8'-0" 3'-4" 4'-0" S-0" 4'-4" 2'-6" 6" CHAS CL w/c I w W.I.0 I N ii. '', m BATH ESH. I —7— I Ob ti ti DRY' Z 0. 11'-4" � I 7'-0" 4'-4" 40 GAL. W/H 10 MASTER 0 t-)-37.0 +28.3 P.S.F. P.S.F. BEDROOM A/H D-5DE ;2 8'-0" CLG. HGT. O 7'-0" J ��Q I� 3'-4" PORCH 8'-0" CLG. HGT. IZ p � Iv M -11J IQ_ 2-SH25 +28.3 P.S.F. -37.0 P.S.F. 2'-8" 9'-8" 12'-4" It 24'-0'l SQ. FT. CALCULATION LIVING 1,158 S.F. PORCH 86 S.F. TOTAL 1, 244 S.F. � n� oiq NW tLd MIX (D W M+ 0 I LO (n LL LL N Lo (6q 4 V) M t M x FLOOR PLAN SCALE "=V-0" A-2 01 � M Q Rf LL_ %�o 0 a U) z J LL_ 0-1 46 z �o �o w J N LL_ W W W z c� w M J O to W Z = o aC rr -- w U W cocn �Cjj �N co INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PEj_0040748 SCALE : 1/4" - 1'-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO s a' a s' s s s s s s r 0 i1 FLOOR PLAN SCALE "=V-0" A-2 01 � M Q Rf LL_ %�o 0 a U) z J LL_ 0-1 46 z �o �o w J N LL_ W W W z c� w M J O to W Z = o aC rr -- w U W cocn �Cjj �N co INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PEj_0040748 SCALE : 1/4" - 1'-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO s a' a s' s s s s s s DETAIL DENOTES PIPE DETAIL DENOTES PIPE P,4551NG THROUGH PA551NG THROUGH FOOTING STEM WALL SLEEVE SHALL BE 2 SIZE LARGER THAN PIPE PASSING THROUGH SLEEVE SHALL BE 2 SIZES LARGER THAN PIPE PASSING THROUGH d ° • 9< �\ moi' Ir ° I ' THICKENED a SLAB UNDER GROUTED SOLID AROUND PIPE SLEEVE SEE FOUNDATION PLAN FOR REBAR QUANTITY 05 REBAR WITHIN FOOTING CONCRETE FOOTER W/ 30' MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL N.T.S. WOOD BASED EXTERIOR SHEATING-OSB ©7/8" NOMINAL STUCCO THICKNESS INDICATE SEQUENCE OF INSTALLATION STUCCO FLASHING DETAIL #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 —41 MEMBRANE STRIP COVERED WD. FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECT TO WRAP B1-20XLX9" WIDE TO EXTEND 2" BELOW THE CMU --[55/8" NOMINAL CEMENTITOUS FINISH @ CMU FRAME INTERFACE 12 6F_ 8'-0' 5RG. WGT. 6'-8' U11N. NCxT_ REAR ELEVATION 2 SCALE 4"=1'-0" A-3 11 SHINGLE ROOFING (OWNER SELECT) n2 OFF RIDGE VENT ❑3 %" THK. TEXTURED STUCCO ON CMU (OWNER SELECT PAINT COLOR) ® J" STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 4" OSB TYP. (OWNER SELECT PAINT COLOR) 0'-0' FIN. FL. RIGHT SIDE ELEVATION SCALE d"=1'-0" &Maw 8--0' 5-G. : ■ LEFT SIDE ELEVATION SCALE 4"=1'-0" 12 §:,�_T / 0'-0' FIN. FL. 8'-0' BRG. W4T. &'-8' WIN. HGT. — 0'-0' FIN. FL. FRONT ELEVATION SCALE 4 all En z O V) w of I€€ "V �IIt V) O W alllf; EJ Q r- > Lu t\ Lj I � Hsi �a �J F?HR 30 Er W 0 O H Lu M� z -'J z ll.l N Q LL. Z � n 5 a LL a O W K- a Cie w U (Lou vS zcf) vi `S�t Lu W J G INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL p ' ENGINEER'S SEAL APPROVED BY I� Ei DATE: 05-05-2017 PE#0040748 f yc SCALE : 1/4" - 1'-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO: A-3 i w r 0 a ELECTRICAL LEGEND SYMBOL DESCRIPTION 2 METAL FRAME OF BUILDING, NEC 250-50 (B) 2'X4' FLUORESCENT FIXTURE 4 -BULBS ® 1'X4' FLUORESCENT FIXTURE 2 -BULBS OF REBAR OF BARE CEILING FIXTURE { RECESSED CEILING FIXTURE 5 UNSPLICED GROUNDING ELECTRODE CONDUCTOR, NEC 250-62. SIZED DROP CORD CEILING FIXTURE $ SINGLE POLE SWITCH AS SHOWN ON THE THREE WAY SWITCH NEEDED TO PROVIDE 25 OHMS RESISTANCE TO GROUND DUPLEX OUTLET A� SPLIT WIRED DUPLEX OUTLET WEATHER PROOF DUPLEX OUTLET DUPLEX OUTLET - 42" CLEAR FLOOR TO BOTTOM Q TELEPHONE OUTLET ® SPECIAL PURPOSE OUTLET OO THERMOSTAT E PUSHBUTTON FO TELEVISION OUTLET cH CHIME `) CEILING FAN CEILING FAN WITH LIGHT S C SMOKE & CARBON MONOXIDE DETECTOR COMBO W/ INTERCONNECTING BATTERY BACK-UP ® MOTOR 0 200 AMP PANEL 120/240 1 -� HOME RUN TO PANEL M METER VERIFY LOCATION W/ UTILITY CO. ED.J DISCONNECTING SWITCH Lp 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 GFI. 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 (TYP.) H.W REMOVABLE PLATE FOR ACCESS TO WIRING POLYURETHANE CLOSED CELL FOAM INSULATION FOR MAXIMUM HEAT RETENTION RELOCATED EXISTING ELECTRIC WATER HEATER 16 GA. GALV. PAN 2' HIGH OR APPROVED EQUAL 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. COMBINATION ANODE. HOT WATER OUTLET FITTING SHUT-OFF VALVE C.W EXPANSION CONTROL VALVE MOUNT ON G.W. INLET MODEL - 40 GAL. TEMPRETURE d PRESSURE RELIEF VALVE RELIEF VALVE DISCHARGE LINE REMOVABLE ELEMENT COVERS FOR ACCESS TO THERMOSTATS AND HEATING ELEMENTS 3/4" P E T RELIEF DRAIN TO SAFE LOCATION OUTSIDE BLDG. ro" A.F.F. DRAIN VALVE 1'7 PVC OVER FLOW DRAIN LINE TO EXT. ELECTRIC WATER HEATER DETAIL NJA TYPE SE #6 TYPE SE #6 #10 WITH GRD HEATER #10 WITH GRD 'IXTURE & RECEPTACLES #14 MIN WITH GRD ME RISER DIAGRAM 150A 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, 120/24OV, 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., 120/24OV, 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 SUB 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 250-50 (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 NO2. COPPER. 5 UNSPLICED GROUNDING ELECTRODE CONDUCTOR, NEC 250-62. SIZED AS 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 POWER DETAILS °a a U z O U X U M L-_ 220V cf METER VERIFY LOCATION WITH UTILITY COMPANY ELECTRICAL PLAN SCALE 4"=1'-0° E-1 i R xA K R,q� QoR ,r 0 LO z 0 V) W Of SII INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#0040748 SCALE : 1/4" = V-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO: E-1 v r r r r r a, s s a ROOF TRUSSES TO NEW CMU APPLY(QTYP. HURRICANE CLifi SCHEDULE PRODUCT CODE DESCRIPTION FASTENERS UPLIFT LATERAL LOADS FI F2 FLOOR ROOF Q SIMPSON HETAI& TRUSS ANCHOR 9-IodX1 1/2' 1,810 340 125 Q SIMPSON MT812 TWIST STRAP 14-10d 14-I0dXI 1/2' 860 340 125 Q3 SIMPSON MGT TRUSS ANCHOR CMU TIE BEAM TRUSS 3,965 1 s-2 ON COMPACTED & TERMITE TREATED FILL I ALL CONC. TO BE 3,000 P.S.I. MIN. — 5/8' DIA. A.B. 22-10d ® SIMPSON HGT-2 TRUSS ANCHOR CMU TIE BEAM TRUSS 10,980 2'-6" 3/4' DIA. A.B. 8-10ci Q SIMPSON HGT-3 TRUSS ANCHOR CMU TIE SEAMI TRUSS 9,035 3/4' DIA. A.B. 8-10d © SIMPSON MTT285 TRUSS ANCHOR CMU TIE BEAM TRUSS 4,455 3/4' DIA. A.B. 24-16d O SIMPSON MSTA36 STRAP TIE 26-10d 2135 ® (2)SIMPSON MSTA36 STRAP TIES 26-10d X 2 4210 II SIMPSON MST31 STRAP TIES 42-I6d 3815 12 SIMPSON MST60 TWISTED STRAP 56-I6d 5800 13 51MPLU528 TRUSS HANGER HEADER JOISTSON 935 890 1115 6-;od 4-10d ® SIMI-SON HU526 TRUSS HANGER HEADER JOIST 2000 1 o CV 2580 2145 22-I6d 8-16d O5 SIMPSON SPI CLIP STUD PLATE 585 6 -loci 4-10ci 16 SIMPSON SP2 CLIP STUD PLATE lobs b -loci 6 -loci 11 SIMPSON SP4 CLIP STUD PLATE B85 b-10dX 11/2 18 SIMPSON R5P4 CLIP STUD PLATE 315 4-8dX 1 1/2 4-SdX 1 1/2 Q SIMPSON LOTA12 STRAP TIES 10-Iod 565 905 ® SIMPSON FITS16 TWISTED STRAP 16-10d 1260 21 SIMPSON HTS20 TWISTED STRAP 20-10d 1450 ©2 SIMPSON LSTA30 TWISTED STRAP 22-10d 12bb 1115 ©3 51MP80N HDBA HOLDDOWN ANCHOR BOLT1/8' 1460 ANCHOR 3-1/8'X31/2' BOLT BOLTS SIMPSON MBHA550/11.25 HANGER ANCHOR NAILS 3115 60502-3/4' A.B. 18 -loci 25 SIMPSON HDQB-SD53 HOLDDOWN ANCHOR NO.OP ODs ECREW! 8325 20-1/4'X3' 1/8' DIA, WD. SCREWS SIMPSON HT74 © HOLDDOWN ANCHOR NAILS 4235 5/8'X8'A.15. 18- IbdX2 1/2 SIMPSON HTT5 Q HOLDDOWN ANCHOR NAILS 5090 11-08-00 5/8'XS'A B. 26 -16dX2 1/2 ©8 SIMPSON HTTSKT HOLDDOWN ANCHOR NAILS 5445 5/8'X8' AE. 121-6D10121/2 Q SIMPSON HTSMI6 TWIST STRAP 8 -loci 4-1/4'X2 1/4' TITEN 1115 235 90 TYPICAL TRUSS NOTE: I. IKU55 MANUt-AG I UKEK ro 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 8. CONTRACTOR TO PROVIDE TRIPPLE STUD @ U/S OF GIRDER TRS. INTERIOR BRG. 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 PLAN SCALE a"=1'-0" INDICATES FILLED CELLS UJ/ 1-05 E34R TYI=. 24'-0" 8'-0" 2'-6" CONC. 5-0" PAD 4,-O„ H/B 5068SG ----- — — — — — — — — — — — — _.D. — — f- ----1--- -------- --� RECESS SLAB FOR S.G.D. �2 REFER TO MANUF. SPECS. 1 I I o� 2'-7" S-2" 1 0 IrK- -1(s -ll II — ----� --J-- �4-vv-vv 1110 -Sp 2'-6" 2'-6" N M Q II II II II I I co I i /( /C)\ % \1 L PROVIDE 4" PVC CHASE TO C.U. 4" THK. CONC. SLAB W/ FIBERMESH OR W/ 6X6 10/10 OVER EMIL. VISA. 1 s-2 ON COMPACTED & TERMITE TREATED FILL I ALL CONC. TO BE 3,000 P.S.I. MIN. — I NOTE: 6X6 10/10 MUST BE SUPPORTED @ I 3'-0" 0/C MAX. E/W 5'-2" 2'-6" n 1 O V u') 1 o CV 7 F= 1-0 -00 11-08-00 12-04-00 24-00-00 TRUSS LAYOUT PLAN SCALE a"=1'-0" INDICATES FILLED CELLS UJ/ 1-05 E34R TYI=. 24'-0" 8'-0" 2'-6" CONC. 5-0" PAD 4,-O„ H/B 5068SG ----- — — — — — — — — — — — — _.D. — — f- ----1--- -------- --� RECESS SLAB FOR S.G.D. �2 REFER TO MANUF. SPECS. 1 I I o� 2'-7" S-2" 1 0 IrK- -1(s -ll II — ----� --J-- 1 7'-4" a------ --Ilk il - n F —1 1I C)7 I I I I L_WJ I 1 IILL —__j XSH. I I I 11 I U I 2,-6„ I S-2 PROVIDE 4" PVC CHASE a' 11'-3" TO C.U. 3'-3" 6'-7" I I A/H I S 2 1 1 co I I F-------- —� — I I 7'-0" I I 11'-4" lo 3'-4" t w s�2I coo SI I. I 2 I -2 I I -j I I s 2 T r-- §H--5 r----, 2,-8„ mm 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 ® 48" O.C. MAX. 4. IF STEMWALL EXCEEDS 48" FILL ALL CELLS WITH GROUT ANd APPLY 1 #5 VERTICAL ® 48" O.C. MAX. AND 1 #5 HORIZONTAL ® 24" O.C. IN U -BLOCK. 71[7 [71[7 24'-0" FOUNDATION PLAN SCALE d"=1'4" N 31i w N N 1110 -Sp 2'-6" 2'-6" N M Q II II II II I I co I i /( /C)\ % \1 L PROVIDE 4" PVC CHASE TO C.U. 4" THK. CONC. SLAB W/ FIBERMESH OR W/ 6X6 10/10 OVER EMIL. VISA. 1 s-2 ON COMPACTED & TERMITE TREATED FILL I ALL CONC. TO BE 3,000 P.S.I. MIN. — I NOTE: 6X6 10/10 MUST BE SUPPORTED @ I 3'-0" 0/C MAX. E/W 5'-2" 2'-6" 1 7'-4" a------ --Ilk il - n F —1 1I C)7 I I I I L_WJ I 1 IILL —__j XSH. I I I 11 I U I 2,-6„ I S-2 PROVIDE 4" PVC CHASE a' 11'-3" TO C.U. 3'-3" 6'-7" I I A/H I S 2 1 1 co I I F-------- —� — I I 7'-0" I I 11'-4" lo 3'-4" t w s�2I coo SI I. I 2 I -2 I I -j I I s 2 T r-- §H--5 r----, 2,-8„ mm 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 ® 48" O.C. MAX. 4. IF STEMWALL EXCEEDS 48" FILL ALL CELLS WITH GROUT ANd APPLY 1 #5 VERTICAL ® 48" O.C. MAX. AND 1 #5 HORIZONTAL ® 24" O.C. IN U -BLOCK. 71[7 [71[7 24'-0" FOUNDATION PLAN SCALE d"=1'4" N 31i w N N Z Q � J CL O Z Q 0 w 0 w O vz,LL� sCD si $1 1 F2g�W z�� J 0- 0 s w 8 3F73�N eis W w z C w li 92 �U) Z Lu ff a H� N =o w `i U) zw vi C U ~ wi—��� INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#0040748 SCALE : 1/4" - 1'-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO: S-1 11, r i w R or R or or N M Q O / /� a J -- cd C� Z Q � J CL O Z Q 0 w 0 w O vz,LL� sCD si $1 1 F2g�W z�� J 0- 0 s w 8 3F73�N eis W w z C w li 92 �U) Z Lu ff a H� N =o w `i U) zw vi C U ~ wi—��� INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-05-2017 PE#0040748 SCALE : 1/4" - 1'-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET NO: S-1 11, r i w R or R or or cork. FILLED PRE-ENGINEERED TRUSS ®24" COMP. SHINGLES W/ SELF SEAL STRIP HEADER COURSE O.C. W/HURRICANE ANCHOR & A MIN. OF 4- FASTNERS PER STRIP STANDARD HOOK -1 �5 anR rnNT ON EA. TRUSS. REFER TO SHINGLE ,OVER 15# FELT L lt-1ITING HEIGHT,& OF &TUD& SIZE, #2 C -;RADE O.C. 5F=ACING BLOCKING OF ROW& MAX. HT. 2"X4" SPRUCE FIR 161 NONE 8'-C" 2'X4' SPRUCE FIR 16" ONE IC' -C" 2'X4' SPRUCE FIR 16" TWO 12'-0' 2'X4' SPRUCE FIR 12' THREE 14'-C` 2'X4' SOUTHERN PINE 16' THREE 13'-4" 2'X4' SOUTHERN PINE 12' THREE 15'-0" 2"X6" SPRUCE FIR 16" NONE 9'-0' 2'X6' SPRUCE FIR 16 TWO 14'-4' 2'X6' SPRUCE FIR 12' THREE 2'X6' SOUTHERN PINE 10' THREE 2'X6" SOUTHERN PINE 12' THREE 19'-8" 2'XS' SPRUCE FIR 16' THREE IS' -C" 2"X8' SPRUCE FIR 12' THREE 21'-0" 2'X8' SOUTHERN PINE 16" THREE 22'-4' 2'X8' SOUTHERN PINE 12' THREE 24'-0' I SCALE 3/4 = 1 -m CEILING BOARD SAG RESISTAN ALTERNATE SIMPSON OR USP HURRICANE ANCHOR ' CMU COL ` 11 oc EQUAL TO OR GREATER THAN WHAT IS INDICATED EXTERIOR TYPE � w 1 CONC. FILLED 8" I' o ON DRAWINGS MAY BE USED 5d COOLER NAILS OR GWB54 @ 7 O.C. I REINF. WI#51NFILLED #s BAR CONT. " I z CELL FOOTER TO TIE BEAM L-7 -- _� ! -- --- -- -- - - -- -- M I 4" THK. CONC. SLAB W/ FIBERMESH ' CONC. FOOTER STANDARD HOOK OR W/ 6X6 10/10 OVER EMIL. VISQ. ON COMPACTED & TERMITE TREATED FILL 1 1-#5 CONT. SHEATHING RAFTER/TRUSS ALL CONC. TO BE 3,000 P.S.I. MIN. ! NOTE: IF A FILLED CELL IS MISSED DRILL & EPDXY #5 DOWEL W/ NOTE: 6X6 10/10 MUST BE SUPPORT E I 8 C.M.U. STEM WALL SIMPSON ET OR SET3-0" 0/C MAX. E/W ' CONC. FILLED & REINF. ! W/ 1-#5 @ ALL CORNERS C.M.U. WALL DETAIL ! & 4'-0" o/c MAX. SCALE 1/2" = 1'-0' GRADE FINISHED FLOORBLOCKING 0 48" BUILDING FIRST 2 SPACES 0/C. g LENGTH EACH END N #5 DOWEL MIN. 25" LAP 8"X16" CONT. CONC. FOOTER #5 BAR VERT. IN ZONE 1 ZONE 2 4" CONC. 5LA5 W/ FIBERMESH FILLED CELL 8d RING SHANK NAILS 0 4" 0/C. OR Bd RING SHANK NAILS 0 6" O/C, OR (OR W/6x( 10/10) REINF. W/ 2-#5 BARS CONT. _I- J EQUAUVALENT PNEUMATIC NAIL EQUAULIVpApL�E7N�TpPNEUMATIC NAIL BAT LOCKING SUPPORTED AND 6 GE FIELD OS/CPFlELD FORDOTHERNAREAS OVER GM V150. =III Ill— =1 I CLEAN, COMP., TERMITE FOR SHADED L AREAS OF ROOF OF ROOF 1 05 REBAR TREATED FILL 25" MIN. LAP Z SECTION © PORCH 4 %6" OSB SHEATHING �-4 _ FOOTING STEP DOWN OR " CDX PLYWOOD I ° ° °e tf SCALE 1/2" 1'-0" SCALE 1/2' = 1'-0" ° aI I 1 a .RIDGE ,. I --I 4 4' yip I — III I CLEAN, COMP., TERMITE COMP. SHINGLES W/ SELF SEAL STRIPS I 1 1 III- TREATED FILL OVER MI5N. DELT FASTNERS PER STRIP SHINGLE PRE -MANUFACTURED ON 7/16' CDX OR OSB MIN. 15# FELT GABLE TRU55 W/ SIMPSON PSCL SHEETING CLIP PSCL 15/32 51MP50N A35 OFFSET THICKENED EDGE DETAIL 7 2 XS P.T. PL. W/ 1/2" XIO ROOF PLAN 8 SCALE: 3/4' = 1'-0' s-2 PRE-ENGINEERED TRUSS @24" 1/2 PLYWOOD A.B. Q 24" OIC, TO BEAM FOR GROUP 2 FRAMING LUMBER S-2 O.C. W/HURRICANE ANCHOR 5HEATING ON EA. TRUSS. REFER TO T U5 TO DOUBLE STUDS � ALL JOINTS ROOF FRAMING PLAN TRU55 PL. USE SIMPSON HETA16 U.N.O. 12d NAILS � ° ° • ° • ° ° ° ° ° ° ° ° ° ° d AT START 4 FINISH POINTS (REFER TO HURR. CLIP SCHEDULE) INSULATION BAFFEL (o" O.C. USE Sd NAILS PROVIDE BUILD. PAPER OR R-38 MIN. INSULATION STEEL PLATE BETWEEN SEE ELEV. Q TRUSS & C.M.U. — d � G a NAIL 5PACING • ° 3/8 • . ° — — . FLASHING INTERMEDIATE FRAME _ g o�/r_, - DOWEL LAPPED ° • 15d2 COOLER GNAI S ORYP DGW 54 ® 7" O.C. �� _ WITH WALL REINF. CONC. FILLED KNOCK OUT m ALUM. FASCIA 4 4 — BLOCK W/ 1 #5 DIA. R D ° ALL LAPS 25" MIN. & SOFFIT FILLED LINTEL BLOCK W/ 1# 5 SINGLE COAT _ a ____1___ CONT.�EE SEC. 1–S R ° NON VENTED SEE ROOF PLAN CONT. W/25 SPLICE MIN. TEX — — SINGLE NAIL EDGE SPACING PRECAST HEADER CEMENT WASN — 1/2" DRYWALL 1/2" GYP BOARD OVER 3/8 05 CORNER BAR 3/4" P.T. FURRING " • GROUTED CELL 5/8 STUCCO FINISH W/ INSULATION PER ENERGY CALCULATIONS WALL TO TRUSS TRANS. DETAIL 11 6" ll��� SCALE: 3' = 1-0' S-2. ° ° ° : ° ° ° ° ° : ° ° ° ° . N TYP. CORNER VERTICAL WALL REINFr5 ALUM. wlNDow SCALE: 3/4' = 1'-0* 5-2 OR FIXED GLASS o ° o N ° MARBLE SILL DOUBLE NAIL EDGE SPACING PRE -CAST SILL #5 DIA. ROD IN FILLED CELL 1/16' APA RATED CDX OR OSB 4' THK. CONC. SLAB UJ/ F1BER'1ESH _ AS PER FLOOR PLAN REFER TO NAILING SCHEDULE PANEL ATTACHMENT 6 OR W1 &X(o 10/10 OVER 6MIL. VISQ. = TIED TO CONT. ROD IN 2x4 CONT. g y 8" C.M.U. = FOOTER & LINTEL ROD 12'MAX2x4 BLOCKING a 48' D.C. . FOR UPLIFT SHEAR WALL & GABLE END -L-2-' ON COMPACTED 4 TERMITE TREATED FILL ABOVE MIN. OF 64 TOP 1 BOTTOM START 6 FT. FROM END N.T.S. ALL CONC. TO BE 3,000 P.S.I. MIN. BETWEEN TRUSS CHORDS OF TRUSS IF ABLE S C.M.U. s C.M.U. STEM WALL #5 DOWEL, 25" _ 4" CONC. SLAB W FIBERMESH 1-05 CONT. CONI. FILLED t REINF. MIN. LAP = QU. OR W/6x6 10/10 105 VERT. A5 NOTED OVER 6M VISQ. W1 I-"5 ,v ALL COMERS CONC. FILLED CHAIR BL _ 2x4 DIAGONAL TRACING ON FLOOR PLAN # 9 4'-0' O/C MAX. / # 48' O.C. MAX TO 3RD TRUSS 1 W 1– 5 CONT. TYREND GABLE I BAT " °a 4 ° ° a I 4 CONC. SLAB W/ — PLYWOOD W/8D GRADE= FIBERMESH ° I ° SLAB SLOPES AT `� FIN. GRADE IIIIIII, - NAILS ®12' OG — — 12d NAILS I I'' II I IiTI I I I ° 1/S" PER FT. AWAY — I (OR W/6x6 10/10) CMU STEMWALL 6' O.C. I OVER (oM VISQ. FROM HOUSE FILLED SOLID W/ � – 1/2' RIGID GYP BOARD CLG. I I 3,000 PSI CONC.— NAILED W/ 5D COOLERS 0 1' O.C. 4_ CLEAN, COMP., I �i ° ° Q � „ " - I d° 1. IF STEMWALL EXCEEDS 32", FILL BOND BM. W/1 S CONT, FILL CELL W/ CONC. ; ° e -III ° 4 ALL CELLS WITH GROUT AND APPLY SEE NOTE 0 12/DI OVER 9'-4" A.F.F. °. 8 X 16 CONC. I �,° . TERMITE TREATED � 1 #5 VERTICAL ® 48' O.C. MAX ° I I =1I I III—I I FOOTER W/ 2 - FILL 2. IF STEMWALL EXCEEDS 48", FILL °" — ALL CELLS WITH GROUT AND APPLY _ I ° ° ° 2 #5 DIA. ROD CONT. 16 ROD COLT. I I 1 #5 VERTICAL ® 48" O.C. MAX AND n " ,i 6'XI(o' CONT. CONC. FOOTER „ I— 1 #5 HORIZONTAL* 24" O.C. IN U—BLOCK. 1/2' GYP. BD OVER 3/4' FURRING FSEE DET -1/S- I I� 4 16 _ IWI 3 MIN, COVER REINF. U1/ 2-05 BAR5 CONT. 6 ACI 90 8' C.M.U. - " 5 ® 8'-0' O.C. (MAX) L& 11 /S-2 20" HOOK (TYP) I I 1 ! 1 "5 a EA SIDE OF OPG. 5I I GLEAN, COMP., TERMITE CLEAN, COMP., TERMITE 5" MIN. I I_ SEE FOUND. PLAN FOR REINF, REQUIREMENTS I H-1 I TREATED FILL TREATED FILL EMBEDMENT GABLE END DET. FLAT CLG. 10 ONE STORY SCALE: 1/2' : 1'-0' OFFSET BRG. FOOTER BLOCK 3 PORCH FOOTER DETAIL 2 8" BLOCK WALL SECTION SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1'-0' S-2 Lo z 0 N w w ROOF FRAMING PLAN ON 7/16 CDX OR OSB MIN. w USE SIMPSON HETA20 U.N.O. W/ SIMPSON PSCL SHEETING CLIP V) (REFER TO HURR. CLIP SCHEDULE) PCL 15/32 ,,i, 12 TRUSS TO BEAM SIMPSON HETA16 2-2'x4' P.T. PLATE DEPRESS SLAB 4' FOR SHOWER STALL 4 ALUM. DRIP ALUM. FASCIA TILE FIN. SOFFIT 04 (TYP) e — ---� EL. 8'-0" - -=e------�-°---------- — — I M 8'x8" MONOLITHIC SLAB RUBBER SH. PAN 7 UJ/ 1-05 B AR CONT. REFER TO FL. PLAN SUNKEN SHOWER DET. 2 1 "! RIGID DRYWALL II 1 II I T I SCALE 3/4 = 1 -m CEILING BOARD SAG RESISTAN ALTERNATE SIMPSON OR USP HURRICANE ANCHOR ' CMU COL ` 11 oc EQUAL TO OR GREATER THAN WHAT IS INDICATED EXTERIOR TYPE � w 1 CONC. FILLED 8" I' o ON DRAWINGS MAY BE USED 5d COOLER NAILS OR GWB54 @ 7 O.C. I REINF. WI#51NFILLED #s BAR CONT. " I z CELL FOOTER TO TIE BEAM L-7 -- _� ! -- --- -- -- - - -- -- M I 4" THK. CONC. SLAB W/ FIBERMESH ' CONC. FOOTER STANDARD HOOK OR W/ 6X6 10/10 OVER EMIL. VISQ. ON COMPACTED & TERMITE TREATED FILL 1 1-#5 CONT. SHEATHING RAFTER/TRUSS ALL CONC. TO BE 3,000 P.S.I. MIN. ! NOTE: IF A FILLED CELL IS MISSED DRILL & EPDXY #5 DOWEL W/ NOTE: 6X6 10/10 MUST BE SUPPORT E I 8 C.M.U. STEM WALL SIMPSON ET OR SET3-0" 0/C MAX. E/W ' CONC. FILLED & REINF. ! W/ 1-#5 @ ALL CORNERS C.M.U. WALL DETAIL ! & 4'-0" o/c MAX. SCALE 1/2" = 1'-0' GRADE FINISHED FLOORBLOCKING 0 48" BUILDING FIRST 2 SPACES 0/C. g LENGTH EACH END N #5 DOWEL MIN. 25" LAP 8"X16" CONT. CONC. FOOTER #5 BAR VERT. IN ZONE 1 ZONE 2 4" CONC. 5LA5 W/ FIBERMESH FILLED CELL 8d RING SHANK NAILS 0 4" 0/C. OR Bd RING SHANK NAILS 0 6" O/C, OR (OR W/6x( 10/10) REINF. W/ 2-#5 BARS CONT. _I- J EQUAUVALENT PNEUMATIC NAIL EQUAULIVpApL�E7N�TpPNEUMATIC NAIL BAT LOCKING SUPPORTED AND 6 GE FIELD OS/CPFlELD FORDOTHERNAREAS OVER GM V150. =III Ill— =1 I CLEAN, COMP., TERMITE FOR SHADED L AREAS OF ROOF OF ROOF 1 05 REBAR TREATED FILL 25" MIN. LAP Z SECTION © PORCH 4 %6" OSB SHEATHING �-4 _ FOOTING STEP DOWN OR " CDX PLYWOOD I ° ° °e tf SCALE 1/2" 1'-0" SCALE 1/2' = 1'-0" ° aI I 1 a .RIDGE ,. I --I 4 4' yip I — III I CLEAN, COMP., TERMITE COMP. SHINGLES W/ SELF SEAL STRIPS I 1 1 III- TREATED FILL OVER MI5N. DELT FASTNERS PER STRIP SHINGLE PRE -MANUFACTURED ON 7/16' CDX OR OSB MIN. 15# FELT GABLE TRU55 W/ SIMPSON PSCL SHEETING CLIP PSCL 15/32 51MP50N A35 OFFSET THICKENED EDGE DETAIL 7 2 XS P.T. PL. W/ 1/2" XIO ROOF PLAN 8 SCALE: 3/4' = 1'-0' s-2 PRE-ENGINEERED TRUSS @24" 1/2 PLYWOOD A.B. Q 24" OIC, TO BEAM FOR GROUP 2 FRAMING LUMBER S-2 O.C. W/HURRICANE ANCHOR 5HEATING ON EA. TRUSS. REFER TO T U5 TO DOUBLE STUDS � ALL JOINTS ROOF FRAMING PLAN TRU55 PL. USE SIMPSON HETA16 U.N.O. 12d NAILS � ° ° • ° • ° ° ° ° ° ° ° ° ° ° d AT START 4 FINISH POINTS (REFER TO HURR. CLIP SCHEDULE) INSULATION BAFFEL (o" O.C. USE Sd NAILS PROVIDE BUILD. PAPER OR R-38 MIN. INSULATION STEEL PLATE BETWEEN SEE ELEV. Q TRUSS & C.M.U. — d � G a NAIL 5PACING • ° 3/8 • . ° — — . FLASHING INTERMEDIATE FRAME _ g o�/r_, - DOWEL LAPPED ° • 15d2 COOLER GNAI S ORYP DGW 54 ® 7" O.C. �� _ WITH WALL REINF. CONC. FILLED KNOCK OUT m ALUM. FASCIA 4 4 — BLOCK W/ 1 #5 DIA. R D ° ALL LAPS 25" MIN. & SOFFIT FILLED LINTEL BLOCK W/ 1# 5 SINGLE COAT _ a ____1___ CONT.�EE SEC. 1–S R ° NON VENTED SEE ROOF PLAN CONT. W/25 SPLICE MIN. TEX — — SINGLE NAIL EDGE SPACING PRECAST HEADER CEMENT WASN — 1/2" DRYWALL 1/2" GYP BOARD OVER 3/8 05 CORNER BAR 3/4" P.T. FURRING " • GROUTED CELL 5/8 STUCCO FINISH W/ INSULATION PER ENERGY CALCULATIONS WALL TO TRUSS TRANS. DETAIL 11 6" ll��� SCALE: 3' = 1-0' S-2. ° ° ° : ° ° ° ° ° : ° ° ° ° . N TYP. CORNER VERTICAL WALL REINFr5 ALUM. wlNDow SCALE: 3/4' = 1'-0* 5-2 OR FIXED GLASS o ° o N ° MARBLE SILL DOUBLE NAIL EDGE SPACING PRE -CAST SILL #5 DIA. ROD IN FILLED CELL 1/16' APA RATED CDX OR OSB 4' THK. CONC. SLAB UJ/ F1BER'1ESH _ AS PER FLOOR PLAN REFER TO NAILING SCHEDULE PANEL ATTACHMENT 6 OR W1 &X(o 10/10 OVER 6MIL. VISQ. = TIED TO CONT. ROD IN 2x4 CONT. g y 8" C.M.U. = FOOTER & LINTEL ROD 12'MAX2x4 BLOCKING a 48' D.C. . FOR UPLIFT SHEAR WALL & GABLE END -L-2-' ON COMPACTED 4 TERMITE TREATED FILL ABOVE MIN. OF 64 TOP 1 BOTTOM START 6 FT. FROM END N.T.S. ALL CONC. TO BE 3,000 P.S.I. MIN. BETWEEN TRUSS CHORDS OF TRUSS IF ABLE S C.M.U. s C.M.U. STEM WALL #5 DOWEL, 25" _ 4" CONC. SLAB W FIBERMESH 1-05 CONT. CONI. FILLED t REINF. MIN. LAP = QU. OR W/6x6 10/10 105 VERT. A5 NOTED OVER 6M VISQ. W1 I-"5 ,v ALL COMERS CONC. FILLED CHAIR BL _ 2x4 DIAGONAL TRACING ON FLOOR PLAN # 9 4'-0' O/C MAX. / # 48' O.C. MAX TO 3RD TRUSS 1 W 1– 5 CONT. TYREND GABLE I BAT " °a 4 ° ° a I 4 CONC. SLAB W/ — PLYWOOD W/8D GRADE= FIBERMESH ° I ° SLAB SLOPES AT `� FIN. GRADE IIIIIII, - NAILS ®12' OG — — 12d NAILS I I'' II I IiTI I I I ° 1/S" PER FT. AWAY — I (OR W/6x6 10/10) CMU STEMWALL 6' O.C. I OVER (oM VISQ. FROM HOUSE FILLED SOLID W/ � – 1/2' RIGID GYP BOARD CLG. I I 3,000 PSI CONC.— NAILED W/ 5D COOLERS 0 1' O.C. 4_ CLEAN, COMP., I �i ° ° Q � „ " - I d° 1. IF STEMWALL EXCEEDS 32", FILL BOND BM. W/1 S CONT, FILL CELL W/ CONC. ; ° e -III ° 4 ALL CELLS WITH GROUT AND APPLY SEE NOTE 0 12/DI OVER 9'-4" A.F.F. °. 8 X 16 CONC. I �,° . TERMITE TREATED � 1 #5 VERTICAL ® 48' O.C. MAX ° I I =1I I III—I I FOOTER W/ 2 - FILL 2. IF STEMWALL EXCEEDS 48", FILL °" — ALL CELLS WITH GROUT AND APPLY _ I ° ° ° 2 #5 DIA. ROD CONT. 16 ROD COLT. I I 1 #5 VERTICAL ® 48" O.C. MAX AND n " ,i 6'XI(o' CONT. CONC. FOOTER „ I— 1 #5 HORIZONTAL* 24" O.C. IN U—BLOCK. 1/2' GYP. BD OVER 3/4' FURRING FSEE DET -1/S- I I� 4 16 _ IWI 3 MIN, COVER REINF. U1/ 2-05 BAR5 CONT. 6 ACI 90 8' C.M.U. - " 5 ® 8'-0' O.C. (MAX) L& 11 /S-2 20" HOOK (TYP) I I 1 ! 1 "5 a EA SIDE OF OPG. 5I I GLEAN, COMP., TERMITE CLEAN, COMP., TERMITE 5" MIN. I I_ SEE FOUND. PLAN FOR REINF, REQUIREMENTS I H-1 I TREATED FILL TREATED FILL EMBEDMENT GABLE END DET. FLAT CLG. 10 ONE STORY SCALE: 1/2' : 1'-0' OFFSET BRG. FOOTER BLOCK 3 PORCH FOOTER DETAIL 2 8" BLOCK WALL SECTION SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1'-0' S-2 Lo z 0 N w w NZ J Ail a W cA ` 0 V lljl`' c dw Z U F �• w W (�� /� . 2 V ! INfb � uj Zg�� Itlj Q � 0 w 0�` U N w{ I� L W N z ti 1� �( LLI N O c N" U z a.. w E ms ' �4 . = o w vi a .; w z W Z V) w INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL p ^'' ENGINEER'S SEAL APPROVED BY ;.o 7, DATE: 05-08-2017 PE#0040748 SCALE : 1/4" - V-0" ' DRAWN BY : IK DATE : 05-05-2017 " PROJECT NO: K AD 2541 SHEET NO: S-2 w 11 r 01 IF 0 ui w V) ,,i, 0 NZ J Ail a W cA ` 0 V lljl`' c dw Z U F �• w W (�� /� . 2 V ! INfb � uj Zg�� Itlj Q � 0 w 0�` U N w{ I� L W N z ti 1� �( LLI N O c N" U z a.. w E ms ' �4 . = o w vi a .; w z W Z V) w INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL p ^'' ENGINEER'S SEAL APPROVED BY ;.o 7, DATE: 05-08-2017 PE#0040748 SCALE : 1/4" - V-0" ' DRAWN BY : IK DATE : 05-05-2017 " PROJECT NO: K AD 2541 SHEET NO: S-2 w 11 r 01 IF 0 GENERAL FOUNDATION/ STRUCTURAL NOTES: 1. ALL CONC. SLABS & FOOTERS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT 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/ h" DIA, A.B. TERMITE TREATED FILL. 0 24" 0/C STAGGERED Yz" STUCCO FIN 2. CONCRETE (GROUT) FOR LINTEL & FILLED CELLS SHALL WOOD CASING DOOR FRAME TO BLOCKS PER OF #5 BAR AT HAVE A MINIMUM COMPRESSIVE STRENGTHF OF 3,000 P.S.I. 0 28 DAYS. MANUFACTURERS SPECIFICATION [8x16-P-IL/IU1 3. SOIL SHOULD HAVE A MIN, BEARING PRESSURE OF 2,000 P.S.F. NOMINAL WIDTH J CONTRACTOR SHALL VERIFY THE MINIMUM BEARING PRESSURE. THRESHOLD NOMINAL HEIGHT 4. REINFORCE FOOTING WITH #5 BARS AS INDICATED. ALL HOLLOW METAL DOOR LINTEL BOTTOM BARS A BAR B BAR BARS SHALL BE DEFORMED, AND SHALL " ' UPLIFT SAFE LOAD SOLID SOLID 50AMO)L 05(I)U(UL 50AMI L DETAIL B 4 C DETAIL D 1/2' GYP BOARD OVER CONFIRM TO ASTM. DESIGNATION A305, AND BE CLEAN AND ; ! ` . 1'-6' 3/4' P.T. FURRING STRIPS A 16 ' 0/C C FREE FROM RUST AND SCALE. (2) 42 AL -FOIL INSULATION C SPLICES SHALL OVERLAP AT LEAST 25". ALL REBAR TO BE GRADE 40 1809 1'X P.T. FIXED TO C.M.U. C 8529 SILL W/X�' DIA X 6' LONG A$. 5. FOR CONC. BLOCK WALLS PROVIDE CONCRETE FILLED FINISH PER ELEVATION CAULK • 24' 0/C ^ CELLS WITH 1-#5 BAR VERTICALLY CONTINUOUS FROM X2' DRYWALL - 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" ®DOOR OPENINGS JAMB AT EXTERIOR DOORS. 7. EXTEND SLAB 1 1/2" & RECESS 3/4" FOR SLIDING GLASS SCALE 3/4' 0-0' DOOR TRACK. (VERIFY W/ DOOR MANUF.) 8. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 9. REINFORCING STEEL SHALL BE MIN. OF GRADE 40 (ASTM A615) 10. WELDED WIREMESH SHALL BE IN ACCORDANCE W/ ASTM 185. GENERAL LUMBER NOTES: MARBLE OR RYWALL P.T 1X WINDOW BUCK 1 1. ALL LUMBERS TO BE SOUTHERN YELLOW PINE NO 2 STUDS MAY BE SPRUCE 46" 2 WOOD SILL ANCHOR TO MASONARY WITH MAX. CONTENT OF MOISTURE 199'.. LUMBER IN CONTACT W/ CONCRETE TO BE PER MANUR SPECS, PRESSURE TREATED. STUDS MAY BE SPF STUD GRADE. 2. ALL EXTERIOR DOORS & DOORS TO GARAGE MUST BE OF SOLID WOOD & MIN. THICKNESS OF 1 3/8" OR SOLID CORE METAL. 3. PROVIDE ADEQUATE BRACING & BRIDGING TO TRUSSES TO 6RESIST WIND & OTHER LATERAL FORCES. 4. ALL TOP PLATE SPLICES SHALL OCCUR 7 ALUM. WINDOW OVER A STUD. 5. ALL GIRDERS AND GANGED MEMBERS SHALL HAVE AN EQUAL NUMBER #5 VERT. BAR ON POURED CAULK CONC. SILL OF GANGED STUDS IN SUPPORT OF THE MEMBERS. 6. BOTTOM OF ALL EXTERIOR SHEATING SHALL BE AT LEASE 6 h" ABOVE GRADE. JAMB AT WINDOWS GENERAL WINDOW NOTES: SCALE 3/4' ■I'•0' I. WINDOW ATTACHEMENT INSTALLATION IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AS PER THE PARTICULAR, WINDOW MANUFACTURER'S INSTALLATION REQUIREMENTS TO MEET DESIGN PRESSURE AND MUST BE SIGNED AND SEALED BY A LICENSED ENGINEER FROM THE STATE OF FLORIDA. 2. THE DESIGN PRESSURE SHOWN ON THE FLOOR PLAN SHEET IS TO BE USED AS A GUIDELINE FOR PROPER WINDOW DESIGN CRITERIA. 3• THE BUILDER MUST PROVIDE ENGINEERED MATERIAL AND INSTALLATION DETAILS FROM THE MANUFACTURER OF THE DOORS (INCLUDING GARAGE DOOR) AND WINDOWS. THIS MUST BE AVAILABLE ON SITE IN THE INSPECTION BOX BEFORE FRAMING INSPECTION TAKES PLACE. 4. WINDOWS OR FIXED GLASS4kLL WINDOWS OR FIXED GLASS LESS THAN 18" A.F.F. TO BE TEMPERED GLASS 5. All windows to meet Udactor (OA) and SHGC (0.25) INTERLOCK TOP PLATE tv CORNERS FILLER BLOCK 2'x4' WOOD STUD TOP PLATE CORNER DETAIL SCALE V #5 VERT. BAR ON POURED CELL 7/8" STUCCO FIN. ON WIRELATH ON 15# BUILD'G. FELT ON 1/2" SHEETING ON 2"X FRAME W/ R-11 INSUL. FRAME,/ BLOCK DETAIL SCALE 3/4' ■1141' #5 VERT, BAR ON POURED 1/2' GYP BOARD OVER 3/4' P.T. FURRING STRIPS m 16 O/C AL -FOIL INSULATION 2'X P.T. FIXED TO C.M.U. W1�' DIA. X 6' LONG A.B. • 24' 0/C Y" DRYWALL FRAME/ BLOCK DETAIL SCALE 3/4' ■I'-0' P.T. SILL �. PLATE ad 4 .. a • • . FOUNDATION 4`; e a MAX. TYP. ANCHOR BOLT TOP PLATE SPLICE DETAIL SCALE V = 1'-0" MULTIPLE STUDS @ CORNERS N.T.S. TYPE DESIGNATION P - PLAIN LINTEL/QUANTITY OF #5 BAR AT S - SOLID LINTEL C LOWER LINTEL CAVITY [8x16-P-IL/IU1 #5 CONTINUOUS NOMINAL WIDTH J MARK NO. L_ QUANTITY OF #5 BAR AT NOMINAL HEIGHT LINTEL TYPE UPPER LINTEL CAVITY I►11L�►fP�E� s''3 �:�lyE�►11�� DETAIL '5" 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 TABLE No. 18 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LATERAL LOADS (PLF) 8' x 8' RECESS DOOR HEADER MAN, TOTAL CLEAR LINTEL TOP LINTEL LATERAL SAFE LOAD NO. LBOT14 SPAN TYPE DAR ,gAIN SOLID (CONCRETE PLACEDijD' 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. IN FIELD) TABLE No. 2 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WOWING LOADS (PLF) 8' x 8' LINTELS FIELD) ASTM A615 (GRADE 40). #5 CONTINUOUS 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS MAW NO. MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS A BAR B BAR GRAVITY SAFE LOAD SOLID SOLID PLAIN 45l1)U(0)L SOAKI L DETAIL A DETAIL B DETAIL C UPLIFT SAFE LOAD SOLID SOLID 50AMO)L 05(I)U(UL 50AMI L DETAIL B 4 C DETAIL D M -I 2'-10' 1'-6' Precast (2) #3 (2) 42 NONE 4245 1809 1809 8529 10000 M-2 3'-6' 2'-2' Precast (2) 413 12)02 NONE 2415 3831 3831 4815 4815 M-3 4'-0' 2'-8' Precast (2)s (2) #2 NONE 1183 2111 2111 3386 3386 M-4 4'-6' 3'-2' Precast (2) #3 (1) 02 NONE 1343 1165 2165 2608 1608 M-5 4'4' 3'4' Precast (2) #3 (2) 02 NONE 1232 2011 1011 2421 2421 M-6 5'-4' 4'-0' Precast (2) #3 (2) #3 NONE 1006 1651 1651 1810 1 1881 M-1 5'-10' 4'-6' Precast (2) #3 (2) #3 NONE 860 1423 1423 1410 1609 M-8 6'-4' 5'-0' Precast (2)113 (2) #4 NONE 140 1283 1283 1216 1405 M-9 6'-6' S'-2' Precast (2) #3 (2) #4 NONE 110 1232 1232 1145 1348 M-10 6'-8' 5'-4' Precast (2) #3 (2) #4 NONE 682 1184 1184 1081 1295 M-11 i'-6' 6'-2' Precast (2) #3 1 (2) #4 NONE 510 1 991 991 825 1082 M-12 1'-8' 6'-4' Precast (2) X13 (2) #4 NONE 551 959 959 1 184 1041 M-13 8'-0' 6'-8' Precast (2) #3 (2) #4 NONE 518 902 902 112 984 M-14 W-4' T-0' Precast (2)113 (2) #4 NONE 488 851 851 648 921 M-15 9'-4' W-0' Precast (2) 03 (2) #4 NONE 416 116 126 499 190 M-16 10'-6' 9'-2' Precast (2)S (2) #4 NONE 354 618 618 380 613 M-11 Il' -4' 10'-0' Precast (2) #3 (2) 5 NONE 315 561 561 311 601 M-18 12'-0' 10'-8' Precast (2) #3 (2) 5 NONE 292 515 525 211 561 M-19 12'-6' 11'-2' Precast (2) #3 (2) 5 NONE 211 498 498 251 512 M-20 13'-4' 12'-0' Precast (2) #3 (2)S NONE 255 458 458 214 442 M-21 14'-0' 12'-8' Precast (2) #3 (2)115 NONE 239 430 430 190 3% M-21 14'-8' 13'-4' Prestressed (2) #3 (2) #4 NONE NR 480 480 243 411 M-13 15'-4' 14'-0' Prestressed (2) #3 (2) #4 NONE NR 454 454 221 429 M-24 11'-4' 16'-0' Prestressed (2) #3 (1) #4 NONE N.R. 361 361 Ill 332 M-25 19'-4' 18'-0' Prestressed (2)113 (2) 5 NONE N.R. 339 339 131 265 M-26 20'-0' 18'-8' Prestressed (2) #3 (2) 5 NONE NR 312 325 1 111 1 241 M-21 21'-4' 10'-0' Prestressed (2) #3 (1) 5 NONE NR 254 295 III 216 M-28 22'-0' 20'-8' Prestressed (2) #3 (2) 5 NONE NR 230 261 104 203 M-29 24'-0' 22'-8' Prestressed (2) #3 (2) 5 NONE NR 114 203 61 169 I►11L�►fP�E� s''3 �:�lyE�►11�� DETAIL '5" 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 TABLE No. 18 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LATERAL LOADS (PLF) 8' x 8' RECESS DOOR HEADER MAN, TOTAL CLEAR LINTEL TOP LINTEL LATERAL SAFE LOAD NO. LBOT14 SPAN TYPE DAR ,gAIN SOLID 2' z 2' RECESS 2' RECESS 2' RECESS DETAIL "DA' DETAIL "0' DETAIL "DC" DETAIL 'DE' 3000 PSI CONIC. FILL TOP BARS: (SEE SCHED.) (CONCRETE PLACEDijD' 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. IN FIELD) TABLE No, 9 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' RECESS DOOR HEADER FIELD) ASTM A615 (GRADE 40). #5 CONTINUOUS 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS MAW NO. TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP ISM LINTEL GP AVITY SAM LOADUPLFT BOTTOM BAR SOLID PLAIN WIAKOX A BAR D DAR DETAIL DA DETAIL DB SOLID ■&IU(UL DETAIL DC SAFE LOAD SOLID VO 19(IL %(IU(I.L DETAIL DB 1 DC SOLID W21U1IX DETAIL OF -I 3'-8' 2'-4' Recast 0) (2) ■1 N 1360 1691 1691 2234 2234 0-2 4'-0' 1 2'-8' Pracast 1 (2)113 (2) 92 1 1131 1425 4425 1863 1663 -3 4'-2' 1 2'-10' Precast () s3 (2)#2 1320 M20 nm n19 D-4 4'-4' 3'-0' Precast (2) s3 (2) #2 1130 1230 1596 1596 D-6 4'-8' 3'-4' Recast (2) s3 (2) s2 1081 1081 1396 1396 D-6 5'-8' 4'•4' Recast (2)43 (2) s3 846 646 1003 .1011 D-1 6'-8' 9'-4' Recast !2) FN"4 l2) "4 693 693 688 190-8 1041 1'-8' 6'-4' Precast (2) (2) 4 56B 568 499 641 D-9 8'-8' T'-4' Prexeet (2)13 (2) "4 480 480 315 546D-10 NONE 9'-8' 8'4' Recast 4411 45 415 291 412 2' z 2' RECESS 2' RECESS 2' RECESS DETAIL "DA' DETAIL "0' DETAIL "DC" DETAIL 'DE' 3000 PSI CONIC. FILL TOP BARS: (SEE SCHED.) (CONCRETE PLACEDijD' 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. IN FIELD) 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM FIELD) ASTM A615 (GRADE 40). #5 CONTINUOUS 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS SHEAR AND MOMENT FOR THE LISTED LINTELS. TIONAL • `" STIRRUPS AT 4'-0" cc 4- ID OR N 3) MASONRY: (WELDED) E SCHEDUILEREINF.) 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED SPECIFICATION OF THE NATIONAL CONCRETE MASONRY CONCRETE (ACI 318-02). ASSOCIATION AND ACI 530-02. BARS -SEE SCHEDULE 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 2'-4"4 3.3 MORTAR SHALL BE TYPE S. NOTES: 1. MINIMUM COVERAGE OF STEEL -1.5" 2.MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 T`f=ICAL LINTEL SECTION FFMCAST CONCRETE ENGINEERING SPECIFICATIONS: FABRICATION ASTM A615 (GRADE 60) 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM FIELD) ASTM A615 (GRADE 40). THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS SHEAR AND MOMENT FOR THE LISTED LINTELS. RELIEVED 270 KSI 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. PER LINEAR FOOT. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI GENERAL NOTES: STANDARDS. 1 •) CODES 3) MASONRY: 1.1 FLORIDA BUILDING CODE 2014 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED SPECIFICATION OF THE NATIONAL CONCRETE MASONRY CONCRETE (ACI 318-02). ASSOCIATION AND ACI 530-02. 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-98). 3.3 MORTAR SHALL BE TYPE S. 2.) CONCRETE: 4) STRUCTURAL: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI MIN, BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI MIN. 4". 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0" 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" CLEAR SPAN THEY SHALL BE PROVIDED A TEMPORARY AGGERATE, 8" TO 11" SLUMP. SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE 2.2 REINFORCING BARS: REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF NONE z TABLE No. 4 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 16' COMPOSITE LINTELS z TABLE No. 13 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 16' RECESS DOOR HEADER �o MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS A BAR B BAR GRAVITY SAFE LOAD SOLID SOLID 50)WO)L 5(I)U(1)L DETAIL H DETAIL J UPLIFT SAFE LOAD SOLID 80LID 5(IU(OX 5(l)WI L 5(2)U(1)L DETAIL H 4 J DETAIL K M-1 2' -Ira' 1'4' Precast (2) #3 (1) 02 NONE 10000 10000 10000 10000 M-2 3'-6' 2'-2' Precast (2) #3 (2) #2 NONE 5931 10000 10000 10000 M-3 4'-0' 2'-8' Precast (2) #3 (2) #2 NONE 4261 10000 8139 10000 M-4 4'-6' 3.'-2' Precast (2) #3 (2) #2 NONE 3211 9161 6592 10000 M-5 4'-8' 3'-4' Precast (2) #3 (2) #2 NONE 2944 6414 6049 10000 M-6 5'4' 4'-0' Precast (1)03 (2) #3 NONE 4823 6431 4421 1041 M-1 5'-10' 4'-6' Precast (1) #3 (2) #3 NONE 3923 5015 3600 5430 M-8 &'-4' 5'-0' Precast (2) #3 (1) #4 NONE 4115 4115 2982 4411 M-9 6'-6' 5'-2' Precast (2) #3 (2) #4 NONE 3934 3934 2810 4151 M-10 6'-8' 5'-4' Precast (1) #3 (1) #4 NONE 3119 3119 2653 3919 M-11 i'-6' W-2' Precast (2) #3 (2) #4 NONE 2911 2911 1030 3060 M-12 1'-8' 6'-4' Precast (2) #3 (1) #4 NONE 2196 21% 1932 2931 M-13 S'-0' 6'-8' Precast (2) #3 (2) #4 NONE 2581 2581 1154 2102 M-14 8'-4' 1'-0' Precast (1) #3 (2) #4 NONE 2396 2396 1600 2506 M-15 9'-4' 8'-0' Precast (1) #3 (2) #4 NONE 1969 1969 1238 2055 M-16 10'-6' 9'-2' Precast (2) #3 (2) #4 NONE 1621 1611 941 1695 M-11 11'-4' 10'-0' Precast (2) #3 (2) e5 NONE 1455 1455 195 1504 M-18 12'-0' 10'-8' Precast (2) #3 (2) e5 NONE 1335 1335 691 1319 M-19 12'-6' 11'-2' Precast (2) #3 (2) 05 NONE 1251 1251 634 1298 M-20 13'-4' 12'-0' Precast (2) #3 (2)115 NONE 1144 1144 545 1119 M-21 14'-0' 12'-8' Precast (2) #3 (2)S NONE 1101 1066 486 1012 M-22 14'-8' 13'-4' Prestressed (2) #3 (2) #4 NONE 1234 1234 511 1126 M-23 15'-4' 14'-0' Prestressed (2) #3 (2) #4 NONE 1160 1160 520 1026 M-24 Ii' -4' 16'-0' Prestressed (2) #3 (2) #4 NONE 982 981 403 l94 M-25 19'-4' 18'-0' Prestressed (2) #3 (2) 5 NONE 849 849 321 633 M-26 20'-0' 18'-8' Prestressed (2) #3 (2) 5 NONE 812 812 299 590 M-21 21'-4' 20'-0' Prestressed (1) #3 (2) 5 NONE 146 146 262 516 M-28 22'-0' 20'-8' 1 Prestressed 1 (2) #3 (2) 5 NONE 111 ill 245 484 M-29 24'-0' 22'-8' Prestressed 1 (2) #3 1 (2) 5 NONE 640 640 205 405 z QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Forida 33509-0011 Orlando (4401) 811-1000 (813) 685-5615 1386) -100 12 Fax: (813) 653-3240 Lakeland (863) 425-3010 Lake Hal Pinellas (121) 821-6221 Eastern Polk Country (863) 421-2019 Distributors for: LOTTIS CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRODUCTS P.O. Box 771255 QUALITY PRECAST CO. P.O. Box 279 WINTER GARDEN, FLORIDA 34777-1255 2705 SAMMONDS ROAD ZELLWOOD, FLORIDA 32798 FL 1441 PLANT CITY, FLORIDA 33567-4556 FL 1418 FL 1774 V) z 0 N w V) Li n Ln O J W U) Z_ Q J pU O CO U W N J Q I UJ O W 2 wU x U w IL U) z z TABLE No. 13 REINFORCING SCHEDULE 4 LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 16' RECESS DOOR HEADER �o MARK NO. TOTAL LENGTH CLEAR SPAN LINTEL TYPEBAR TOP A BAR LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD BOTTOM SOLID SOLID SOLID SOLip BAR 5(IU(0)L WIU(UL 5(IU(0)L 5(2U(UL 5(I)U(IX- B BAR DETAIL DC DETAIL DE DETAIL DD 4 DE DETAIL DG D -I 3'-8' 2'-4' Precast 1 (2) #3 (2) #2 NONE 4520 10000 9198 10000 D-2 4'-0' 2'-8' Precast (2) #3 (2) 02 NONE 3651 10000 1440 10000 0-3 4'-2' 2'-10' Precast (1) #3 (2) 02 NONE 3306 9256 6143 10000 D-4 4'-4' 3'-0' Precast (2) #3 (2) 02 NONE 3008 8053 6139 9566 D-5 4'-8' 3'-4' Precast (2) #3 (2) #2 NONE 2519 6231 5150 1216 D-6 5'-8' 4'-4' Precast (2) #3 (2)03 NONE 3514 3810 3211 1042 D-1 6'-8' S'-4' Precast (2) #3 (2)04 NONE 2138 2138 2259 2895 D_ 8 l'-8' 6'-4' Precast (2) #3 (2) #4 NONE 2108 1 2108 1 1645 2219 D-9 8'-8' 1'-4' Precast l2) "3 (2) #4 NONE 1809 1110 1241 1195 D-10 9'-8' 8'-4' Precast (2) #3 O'4 NONE 1516 1436 914 1505 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Forida 33509-0011 Orlando (4401) 811-1000 (813) 685-5615 1386) -100 12 Fax: (813) 653-3240 Lakeland (863) 425-3010 Lake Hal Pinellas (121) 821-6221 Eastern Polk Country (863) 421-2019 Distributors for: LOTTIS CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRODUCTS P.O. Box 771255 QUALITY PRECAST CO. P.O. Box 279 WINTER GARDEN, FLORIDA 34777-1255 2705 SAMMONDS ROAD ZELLWOOD, FLORIDA 32798 FL 1441 PLANT CITY, FLORIDA 33567-4556 FL 1418 FL 1774 V) z 0 N w V) Li n Ln O J W U) Z_ Q J pU O CO U W N J Q I UJ O W 2 wU x U w IL U) z z la �o ly z y�y4 JJLL Q. J S [Vs7i f Q. uj h a 0 F�3•ix w z LU M 0 J LU co W V N �, U5 U.1 Cn w J INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY DATE: 05-08-2017 PE#0040748 SCALE : 1/4" - V-0" DRAWN BY : IK DATE : 05-05-2017 PROJECT NO: KAD 2541 SHEET N0: S-3 a a r� a a a a a a a