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Home My WebLink About301 Bay Tree Ct 03-1006 New Construction SFH (a)PERMIT ADDRESS CONTRACTOR ADDRESS I rL PHONE NUMBER PROPERTY OWNER ADDRESS I I a i PHONE NUMBER ELECTRICAL CONTRACTOR UNC MECHANICAL CONTRACTOR 1("� PLUMBING CONTRACTOR�� Cwt► ) MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE .d d d t� SUBDIVISION PERMIT # _�� o DA I E_�, t 29 7, e2ae�► PERMIT DESCRIPTION , 1— PERMIT VALUATION SQUARE FOOTAGE 17101 ly E : 0 w CONSTRUCTION DRAWINGS LOT 4, BLOCK G HIDDEN SEMINOLE COUNTY, FLOR-ID 9 DESIGNER FLUIbMOTION DESIGN IF* M K::)o 1105 Kensington Pk Dr Altamonte Spgs, Fl 32714 (407) 682-1993 Voice (407) 682-3308 Fax NOTES & SPECIFICATIONS: ANCHOR BOLT EA. GENERAL NOTES GENERAL NOTES 1, DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AIR CONDITIONER CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING CONSTRUCTION LAYOUT PRIOR TO COMMENCING CONSTRUCTION. ELECTRICAL OF CONSTRUCTION INCLUDING VERIFICATION OF 13IMENSIONS, ELEVATIONS, AND FIELD CONDITIONS, ANY DESCREPANCIES AMERICAN CONCRETE INSTITUTE ELEV ELEVATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON ELEVATION 0'-0" AT BUILDING FIRST FLOOR FINISH FLOOR SLAB. 2. CERTIFIED TRUSS :6HOP DRAWINGS SHALL BE SUBM SUBMITTED TO THE ENGINEER FOR REVIEW 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF EACH WAY AND APPROVAL PR OR TO SUBMITTAL FOR PERMIT, IF ANY CHANGES TO THE TRUSS DESIGN OR LAYOUT AFTER REVIEW BY ENGINEER, CONTRACTOR IS REQUIRED TO SUBMIT AIR HANDLER WITH ALL EXISTING. CONDITIONS. ALL EXISTING CONDITIONS ARE NOT NECESSARILY EXTERIOR CHANGES TO ENGINEER FOR APPROVAL. ALUMINUM SHOWN HEREON. SECTION AMP 4. ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS 3. THESE DRAWINGS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF CHAPTER 6 OF ASCE 7 AND CHAPTER THE THE ENGINEERED WOOD ASSOCIATION AND 'PLANS, `IF ANY CONFLICT EXIST, THAT TRADE SHALL NOTIFY THE CONTRACTOR OF -THE SAME PRIOR TO CONSTRUCTION. FINISH 16 OF FLORIDA BUILDING CODE FOR WIND REQUIREMENTS OF THE LOCATION)OF THIS PROJECT, DESIGN SPECIFICATIONS ARE LISTED ON THIS AMERICAN SOCIETY OF CIVIL ENGINEERS FIX FIXTURE COVER SHEET UNDER "CODE COMPLIANCE SUMMARY". 5. CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION AND CONTRACTOR SHALL BE RESPONSIBLE FOR WORK 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, NATIONAL DESIGN SPECIFICATION WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION. FLOOR AND SHALL BE CQAJSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE -ON THE BOTTOM FOUND. FOUNDATION PROJECT, EXCEPT "WHERE A DIFFERENT DETAIL 15 SHOWN. MECHANICAL NOTES" FTG. FOOTING BOT. BOTTOM 5. ALL CONCRETE SIS LL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 1. DRYER VENT SHALL NOT EXCEED 25'-0". - GA P.S.I. AT 28 DAYS `FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR 2. ALL AIR RETURNS MUST HAVE FIRE STATS. GAL. TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 3. A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES. 6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS PLUMBING NOTES CANTILEVER IN ACCORDANCE WITH ASTM C1019 OR ASTM C476. 1. WATER HEATER T&P RELIEF VALVE TO BE FULL SIZE TO EXTERIOR. 7. ALL MASONRY OPENINGS TO BE PRECAST, UNLESS NOTED OTHERWISE. 2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN WITH DRAIN TO EXTERIOR 8. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH GROUND FAULT INTERRUPT (WITH THERMAL EXPANSION DEVICE). CONCRETE MASONRY UNIT MINIMUM NET AREA' COMPRESSIVE STRENGTH OF 1900 P.S.I. 3, SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 9. MORTAR SHELL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 4. ALL HOSE BIBS SHALL HAVE BACKFLOW DEVICES. 10., ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED 5, MAIN PLUMBING VENT SHALL BE 3" DIA, MINIMUM. COMPACTED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706, FREE FROM OIL, SCALE AND CODE CON11"11MCE NOTES; COND RUST, UNLESS NOTED OTHERWISE. 1. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, COMMON, RING OR 11. CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM CLEAR COVER OF 3" OVER HDR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN. (FOR CPT REINFORCING STEEL. HGT GUN DRIVEN NAILS, THE MINIMUM SHANK SHALL BE .099 DIA. x 2 1/4" LONG WITH 15/64" DIA. HEAD, FULL ROUND). 12. REINFORCEMENT BAR SPLICES: HOR HORIZONTAL d 5 BAR �T 25" MIN. 2. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 6'-8" MEASURED DBL. 7 BAR �T 35 MIN. HVAC VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSING, SUCH HEAD- DECOR OTHER: 3 TIES ''AT 15" MIN. VISA. ROOM SHALL BE CONTINUOUS ABOVE THE STAIR TO THE POINT WHERE THE LINE DET. W.W.F. AT 15" MIN. VOL INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. DH DOUBLE HUNG 3. WINDOW AND DOOR BUCK ATTACHMENTS SHALL BE INSTALLED PER MANUAFACTURER'S 13. STRUCTURAL STEED SHALL CONFORM TO ASTM A36, EXCEPT TUBULAR STEEL COLUMNS, WHICH ARE TO BE CONSTRUCTED TO 46 KSI YIELD STRENGTH, INSUL. ANCHORING REQUIREMENTS. CERTIFICATIONS SHALL BE PROVIDED BY THE RESPECTIVE DISC. ALL BOLTS SHALL BE A325 BOLTS, UNL�SS OTHERWISE NOTED. WELDS SHALL BE PERFORMED WITH AN E70XX KD MANUFACTURER RELECTING DESIGNS W/ MINIMUM WIND PRESSURES SET BY ENGINEER, D. L. ELECTRODE, 4. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 OR D3462. FASTEN WITH GALVANIZED ROOFING NAILS 1 1/4" LONG WITH MINIMUM 14. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE N0. 3 GRADE KD SOUTHERN YELLOW LBS. OF FOUR (4) FASTENERS PER STRIP SHINGLE. ATTACHMENT OF ASPHALT SHINGLES DRY PINE OR NO. 2 GRADE SPRUCE -PINE -FIR, UNLESS NOTED OTHERWISE. L. L. SHALL CONFORM WITH ASTM D3161 OR M -DC RA 107-96 FOR THE APPLICABLE 15. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING LT WIND ZONE. REINF. A FIBER STRESS 4F AT LEAST 1200 P.S.I. (Fb). 5, SHINGLE UNDERLAYMENT SHALL CONFORM WITH ASTM D226, TYPE 1. 16. ALL LVL MEMBERS: SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,750 P.S.I. FIELD REPAIR NC90.' AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I. 17, ALL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE A MINIMUM SIMPSON MTS16 STRAP OR (1) USP MTW16 STRAP W/ (4) 3/16" DIA. x 1 3/4" LONG TAPCONS (STAGGERED) TO BOND BEAM BLOCK AND 7-10dx1.5" GALV. NAILS TO TRUSS. ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. (MAXIMUM UPLIFT VALUE 1000 LBS - CONSULT WITH ENGINEER IF REQUIRED UPLIFT VALUE IS GREATER). 18. FILL FOR FLOOR STABS SHALL BE PLACED IN 12" LAYERS AND ROLLED AND COMPACTED 2. MISSED "J" BOLTS FOR WOOD LOAD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2' / TO MINIMUM FIELD'DENSITY OF 95% AS DESCRIBED IN ASTM 1557D. ALL FILL SHALL BE DIA. THREADED ANCHOR BOLTS SET INA 5f8" DIA. x 6" DEEP HOLE, FILLED WITH CLEAN SAND, FREE, OF ORGANIC OR OTHER DELETERIOUS AMTERIALS. "U.S. ANCHOR" ULTRA BOND OR "SIMPSON EPDXY-TIE SYSTEM FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS. (OR 1/2" DIA. x 5 1/4" LONG "REDHEAD" OR "HILTI" 19. ALL SECTIONS OF Q.M.U. GREATER THAN 4'-0" IN LENGTH AND UNBROKEN BY OPENINGS ACT AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT WALL STUD EXPANSION ANCHOR BOLTS FOLLOWING ALL MANUFACTURER'S INSTALLATION FORCES AND MAY ASSUMED TO TRANSFER THRU BOND BEAMS TO INTERIOR SEGMENTS. PROCEDURES. .0E 3. MISSED DOWN RODS MAY BE SUBSTITUTED WITH #5 REBAR SET IN 3/4" DIA. x 6" DEEP 20. STAIRWAYS SHALL PIE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAN 34" NOR HOLE FILLED WITH "U.S, ANCHOR" ULTRA BOND OR *SIMPSON" EPDXY-TIE SYSTEM MORE THEN 38" APOVE THE LEADING EDGE OF A TREAD. FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS. 21. STAIRWAYS SHALL NAVE HANDRAILS ON EACH SIDE. 4. MAY SUBSTITUTE HURRICANE STRAP FROM THE STRUCTURAL ENGINEER'S SPECIFIED MANUFACTURER WITH STRAP OF GREATER HOLD DOWN VALUE 22• HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/4" OR GREATER UPLIFT VALUE (MEETING SHEARING VALUE OF ORIGINAL TO 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" SPECIFIED STRAP) IN FIELD WITH OUT VERIFICATION , PROVIDED THAT ALL BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 2 1/4". EDGES STILL HAVE A MINIMUM RADIUS OF 1/8". 23. GRIPPING SURFACE¢ SHALL BE CONTINUOUS, WITH OUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIQNS. 24. HANDRAILS SHALL EXTEND AT LEAST 12" HORIZONTALLY BEYOND THE TOP RISER OF A FLIGHT. 25. GUARDRAILS SHALL,7FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. 26. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPMERE'CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIAMETER SPHERE. 25. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF C-8" MEASURED VERTICALLY FROM A LINE CON ECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOV THE STAIRS TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THIS MINIMUM SHALL BE MAINTAINED THE FULL WIDTH Of THE STAIRS AND LANDINGS. CONTRACTOR Mid Florida Homes E Y CARRERA, INC. 2318 Winter Woods Blvd., Sulte E Winter Park, Florlda 32792 407.977.8477 Off ee 407.977.8355 Fax www. m t dflorf d ahomes. com CB -0032016 ABBREVIATIONS A. B. ANCHOR BOLT EA. EACH ABV ABOVE E. B. EYE BROW A/C AIR CONDITIONER ELECT ELECTRICAL ACI AMERICAN CONCRETE INSTITUTE ELEV ELEVATION A.F.F. ABOVE FINISHED FLOOR EMBED. EMBEDMENT AFI ARC FAULT INTERRUPT E.W. EACH WAY AH AIR HANDLER EXT. EXTERIOR ALUM ALUMINUM SECT. SECTION AMP AMPERE FBC FLORIDA BUILDING CODE APA THE ENGINEERED WOOD ASSOCIATION FIN FINISH ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS FIX FIXTURE A.T.R. ALL THREADED RDD F.G. FIXED GLASS NDS NATIONAL DESIGN SPECIFICATION FLR FLOOR B BOTTOM FOUND. FOUNDATION BLK. BLOCK FTG. FOOTING BOT. BOTTOM S.W.C. SHEAR WALL CONNECTOR BRC BEARING - GA GYPSUM "ASSOCIATION OBS. OBSCURE - GAL. GALLON C&C COMPONENTS AND CLADDING GALV. GALVANIZED CANT CANTILEVER G.B. GLASS BLOCK CIR CIRCLE GDR GIRDER CLC CEILING GFI GROUND FAULT INTERRUPT C.M.U. CONCRETE MASONRY UNIT GLS GLASS C.O. CLEAN OUT CNN GEORGE N. NEWHOUSE, P.E. COL. COLUMN GYP. GYPSUM COMP. COMPACTED UL UNDERWRITERS LABORATORIES, INC. COND CONDENSER HB HOSE BIB CONT. CONTINUOUS HDR HEADER CPT CARPET HGT HEIGHT PLWD PLYWOOD HOR HORIZONTAL d PENNY HT HEIGHT DBL. DOUBLE HVAC HEATING, VENTILATING DECOR DECORATIVE VISA. AND AIR CONDITIONING DET. DETAIL VOL VOLUME DH DOUBLE HUNG INCAND. INCANDESCENT DIA. DIAMETER INSUL. INSULATION DISC. DISCONNECT KD KILN DRIED LUMBER D. L. DEAD LOAD L LAVATORY DR DOOR LBS. POUNDS DRY DRYER L. L. LIVE LOAD REFG. REFRIGERATOR LT LAUNDRY TUB REINF. REINFORCED LVL LAMINATED VENEER LUMBER ENGINEER ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 M. MASTER REQ'D. REQUIRED MANUF. MANUFACTURER RM ROOM MAX. MAXIMUM RND ROUND MC MEDICINE CABINET 30 PSF LIVE, 15 PSF DEAD (SHINGLE) MIN. MINIMUM S SHELF MIRR MIRROR S.B.P. SOIL BEARING PRESSURE M.J. MECHANICAL JOINT SD SMOKE DETECTOR MONO. MONOLITHIC SECT. SECTION M.P.H. MILES PER HOUR SF SQUARE FOOT MWFRS MAIN WIND FORCE RESISTING SYSTEMS S.G.D. SLIDING GLASS DOOR FACTOR: 1.0 TYPE OF CONSTRUCTION: VI, UNPROTECTED SH SINGLE HUNG N/C NOT APPLICABLE SPECS SPECIFICATIONS NDS NATIONAL DESIGN SPECIFICATION S.P.F. SPRUCE -PINE -FIR MANUF: WAYNE DALTON FOR WOOD CONSTRUCTION SQ. FT. SQUARE FOOT NIC NOT INCLUDED SW SWITCH --NO. NUMBER S.W.C. SHEAR WALL CONNECTOR N.T.S. --NOT TO SCALE S.W.S. SHEAR WALL SEGMENT OBS. OBSCURE - S.Y.P. SOUTHERN YELLOW PINE O.C. ON CENTER - _ T TOP O.H.D. OVERHEAD DOOR T&G TONGUE AND GROOVE OSB ORIENTED STRAND BOARD TEMP TEMPERED P PRESSURE THK. THICK PAR PARALLEL T -NAIL TOENAIL P.C. PRECAST LINTEL T.V. TELEVISION PED PEDESTAL TYP• TYPICAL PERP PERPENDICULAR UL UNDERWRITERS LABORATORIES, INC. PKT. POCKET U.N.O. UNLESS NOTED OTHERWISE PLT. PLATE U.S.G. UNITED STATES GYPSUM COMPANY PLUMB. PLUMBING PLWD PLYWOOD V VOLTS PREFAB PREFABRICATED VENT. VENTILATED P.S.F. POUNDS PER SQUARE FOOT VIN VINYL P.S.I. POUNDS PER SQUARE INCH VISA. VISQUEEN P.T. PRESSURE TREATED VOL VOLUME PVC POLYVINYL CHLORIDE W WASHER QTY. QUANTITY W/ WITH W.C. WATER CLOSET R ROD WD. WOOD REC RECEPTACLE WDW WINDOW REF, REFERENCE WH WATER HEATER REFG. REFRIGERATOR W.I.C. WALK-IN CLOSET REINF. REINFORCED WP WATER PROOF RES. RESIDENCE W.W.F. WELDED WIRE FRAME LWEND & S OLS• FLOOR PLAN: ELECTRICAL PLAN FOUNDATION / PLUMBING PLAN ■ - #5 DIA. ROD IN FILLED CELL Qp DUPLEX REC. ■ - #5 DIA. ROD IN FILLED CELL - 214 FRAME WALL 220V Q 220 VOLT REC. ., "W:.<_>_<t - INTERIOR BEARING WALL - 8" C.M.U. WALL uf- WI(p WATER PROOF REC. - PVC CONDUIT ci=1Qp GROUND FAULT REC. INTERIOR BEARING WALL - FOOTING vzs�uQ� 1/2 SWITCHED REC. - DENOTES W-1" PLT. HEIGHT $ SWITCH - DENOTES DETAIL REF. NO. 12a REFER TO DETAIL SHEET �•Y;.•� '•� � $3 3 WAY SWITCH DENOTES. 8'-8 PLT. HEIGHT (- INCAND. CEILING FIX. O -DENOTES 9'-4" PLT. HEIGHT FO INCAND. WALL FIX. 0 - WATER CLOSET I I - DENOTES 10'-0" PLT. HEIGHT TRACK LIGHTING FLUORESCENT FIX. � -LAVATORY -DENOTES OTHER PLT. HEIGHT SEE ELEV. & FLOOR PLAN EXTERIOR FLOOD LIGHT - KITCHEN SINK FOR PLT. HEIGHT '> - INTERIOR 2x4 WALL W/ HEIGHT i CEILING FAN PREWIRE NOTED ON FLOOR PLAN � - LAUNDRY TUB ,•;;.. 220VQ) 220 VOLT JUNCTION BOX - PLANT SHELF ®8 -4 ` (UNLESS OTHERWISE NOTED) 110V 110 VOLT JUNCTION BOX O EXHAUST FAN ® -BATH TUB &SHOWER C HTS -VINYL - CARPET TO VINYL TRANSITION O SMOKE DETECTOR �J W/ BATTERY BACK-UP SA - DENOTES DETAIL REF. NO. A PHONE - ROMAN BATH REFER TO DETAIL SHEET iiv CABLE CONNECTION 0 - DENOTES INTERIOR ELEVATION REIF. Fol RECESSED CAN LIGHT - SHOWER REFER TO ELEVATION SHEET VAPOR PROOF RECESSED CAN LIGHT cASr -PRECAST COMPOSITE LINTEL 0_1 L-2 (C) - PRECAST LINTEL REF. ltmnb- EMERGENCY LIGHTING W/ BATTERY BACKUP ❑ - WASHING MACHINE SHEET "1.1 - PRECAST LINTEL SHEET NO. PC-ONL - PRECAST LINTEL ONLY O - -FRAME HEADER WATER HEATER I•�R-I TRUSS FRAWNG TRUSS OR GIRDER - FLOOR JOIST - CONVENTIONAL FRAMING - FRAME HEADER OR BEAM - PRECAST LINTEL 1 - CONNECTER REF, NO. REFER TO CONNECTOR SCHEDULE ELEVATIONS OR FLOOR PLAN ® - WINDOW OR DOOR PRESSURE REF. REFER TO SCHEDULE ELEVATIONS FLOOR PLAN 2 FOUNDATION/PLUMBING 3 TRUSS LAYOUT PLAN 4 ELECTRICAL' PLAN 5 D ETAI LS`1 6.1 DETAILS & SECTION 6.2 PRECAST LINTEL SCHEDULE 7.1 . FM CA,.LCIJL&rfl0NS LIVING'S 1204 LANAI 0 ENTRY 44 GARAGE 466 TOTAL AREA UNDER ROOF 1714 PATIO 0 TOTAL AREA 1714 CODE COMPLIANCE SUMMA I RY APPLICABLE CODWS: FLORIDA BUILDING CODE 2001 EDITION W/ 2002 REVISIONS ASCE 7-98" ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BC DESIGN LIVE AND, DEAD LOADS: FLOOR: 40 PSF LIVE, 10 PSF DEAD STAIRS: 40 PSF LIVE, 10 PSF DEAD ROOF: PER TRUSS MANUFACTURER OR O 30 PSF LIVE, 15 PSF DEAD (SHINGLE) 30 PSF LIVE, 25 PSF DEAD (TILE) DESIGN CRITERIA (ASCE - 7): WIND LOADS:' ROOF + 23 PSF, - 23 PSF (- 35 PSF AT OVERHANGS, U.N. BY TRUSS MFG.) WALLS + 22 PSF, - 18 PSF WIND SPEED:' 110 M.P.H. 3 SECOND GUST (90 M.P.H. FASTEST MILE) SNOW: N/A SEISMIC: N/A APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18 WIND EXPOSURE,: B (ENCLOSED) WIND IMPORTANCE FACTOR: 1.0 TYPE OF CONSTRUCTION: VI, UNPROTECTED BUILDING DATA:I SINGLE FAMILY RESIDENTIAL DWELLING: ONE (1) STORY HEIGHT OF BUILDING: 15'-3" A.F.F. WINDOW MANUF: BETTER -BILI DOOR MANUF: THERMA-TRU GARAGE DOOR MANUF: WAYNE DALTON CERTIFICATIONS & APPROVALS G; SANF'ORD BUILDING DEPT'. THESE PLANS ARE:REVI'E'-1ED AND CONDITIONALLY .--� ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BC CONSTRUED TO BE A LICENSE TO PROCE!cD WITH THE WORK AND NOT' AS AUTHORITY TO VIOLATE, W CANCEL, ALTER, OR SET ABIDE ANY OF THE A PROVISIONS OF THE TECHNICAL CODES, NOR SHALL. O ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTIQt4 OR OTHER VIOLATIONS OF THE CODES. O A O a w Approved By: Mian ri-nia Caparros, P.E. Florida'Llc q8e.# g629 DEC Dene ROOF PITCHCOMPOSITION SHINGLFS 12 6t TRUSS BEARING I r LL I I I� M> Iw �� arc II I Co X .(L) C Iz O I®co a o 0 m 10 co L��II C3�0 �I FINISH FLOOR - — — — — FIN15H GRADE ......... ; 000a £...oao -4 o00 b- ' TEXTURED MA50NRY FINISH ROOF PITCH 12 (o OL $'-I' _ Y TRUSS BEARING _ co n OL m' -m' FIN15H FLOORFINISH GRADE TEXTURED — — — — — MASONRY FINISH SGALE = 1/8'= 1'-0' TEXTURED MASONRY FIN15H ON METAL LATH ON 151b. BUILDING PAPER OVER 1/16' OSB. T SCALE = 1/4'= 1'-0' f. ........ ... �. £_.L w� SMOOTH MASONRY FINISH — ---------------- 0❑ ❑❑ • SH -25 FYFI3ROW CONT. RIDGE VENTS ROOF PITCH 12 6 - € — — TEXTURED MASONRY FINISH r SMOOTH SH -26 E.B. MASONRY FINISH PRE-ENGINEERED TRUSSES a 24' O.C. COMPOSITION SHINGLES ON 15# FELT ON 15/32' 058 OR 15/32' (;DX PLYWOOD ALUM. DRIP ALUM. FASCIA 2X4 5U5 FASCIA VENT. ALUM. 1' SOFFIT Oil RHANO SETA SGALE: 3/a'=1' -m' TEXTURED MA50NRY FINISH ON METAL LATH ON 151b. BUILDING PAPER OVER 1/16' 058. 8'-1' - ------------ ---- ----- - TRU55 BEARING _ � J FIN15H FLOOR FINISH GRADE — — — — — — — — TEXTURED MASONRY FINISH SCALE = 1/e'= I'-0" :,...-`.1- - MASONRY FIN15H SGALE = 1/4 1'-0' 3-I•(01 ��D Mdria Virginia Caparros, P.E. DEC 0 20n2 !~1;4rida icense # 53989 riz I r LL I I I� M> Iw �� I� II I Co X .(L) C Iz r�LIMLII I®co a o (, m 10 co L��II C3�0 �I � co 0 CO I� Y� N � ^t 'T r J 3 r r LL I I z0 wmo.ii,I �++ z I I W X Q I z;v 0 z (, m xam I W 1 � J ✓j � t A G„n poor N � ^t 'T r 3 r r LL z0 �++ z I I W X Q I z;v 0 z (, m xam I W 1 � J rec,N: JAC cE ten: JAC ►auv: VT a:JAC I REV15ION DATE OP- UJG� 12/04/02-00.-20 I DATE OF DWG:1/15/02 11 DRAWING NAME: Lot 4 - Block GAwg 1 SCAL-EAS NOTED SHEET: I 1 1 I J tu z0 fu® 0� C1 Lu Q UCD 0 rec,N: JAC cE ten: JAC ►auv: VT a:JAC I REV15ION DATE OP- UJG� 12/04/02-00.-20 I DATE OF DWG:1/15/02 11 DRAWING NAME: Lot 4 - Block GAwg 1 SCAL-EAS NOTED SHEET: I 1 1 I J A O U 111 64'-0' 20'-0' 44'-0' S '-4' 14'-5' 9'-8" 10'-10' ale 1140' I tom/ I1'-4' 20'-8' 5H-12 12'-0' ; 39 X 26" 5H-13 II X 381/4" 5H-14 I z X 50 5i8 14'-0' r � 10'-0' 63" � 51-1=1/2 'D X I 0 1/ �� 2� 4 533 / 4 X 2� FATIC o��ll 1 X 381/4" 5H-1/234 X 50 5/8n 5H-1/235 IMom X 63" 5H-11236 I X 1211 CAS 31 3/4" ;143/4 X 26" ® 10-0' x 6'-0' CA9 X 38 1/4 " 5H-24 SH -25 L-4 (C) 505/511 5H -A L-8 (C) SH -25 1--4 (C) 5H-25 SH -25 L-4 (C) X 63" EGRESS SHEET 1.1 X 1211 SHEET -1.1 SHEET 1.1 101 X EGRESS SHEET 1.1 5H-33 DRYER PENT VL ■ ■ ■ ■ + 25.9 PvF -34.1P6F ■ 6-0 X 6-8 SGD (TEMP.) ■ ■ + 25.9 P + 24.1 P -26.9P-28.IPSE 50 5/8 ' ■ + 25.9 -34.1P ■ X ■ ■ ■ W PRY X 63" 5H-36 X 12" * VERIFY ALL R -O. UJ/ BUIL,IDER * MULTIPLE WINDOW5 CONSTRUCTION - SUBTRACT 1 INCH FROM R0.51ZE. D Rm 12 10'-8' x 10'-0' VOL. CLG. GREAT RM 21'-4' x 16'-0' VOL. CLG. N M. p Ri„� 12'-0' x 13'-8' VOL. CLG. UNI? I A/C TO HAVE 4' MIN. CLEARANCE ON ALL SIDES -1'-5' 3'-1' 12'-4' '-4' 4'-0' 3'-0' 12'-0' ■ 5068 0 2668 01 2 -car Garags 21'-8' x 22'-8' 8' Flat � 18'-01 m I-R:S 2668 2117) S' Flat 2'-4' S'-5' 10'-3' �9 DW �ARTpP cu - 39iz' HIGH WALL I �Ci—� 1� 0 11'-8' x 11'-2' W/HOOD VOL. CLG. s:" 1� ,. P05T TO CLO. �1 4�s, 4'-0' HIGH WALL 5'-0' b'-0' " � INT. RIDGE � � "' � , _ 468 — _ O 2'-10' ' - - '-6' ■ ■ i / \ / \ 110 3 SEC GUST RATED � i / I& X � O.HZ.). \ M.C. E3� 2868 2668 8' Flat � -5' 2'-4' 10'-3' + 25. - 28. PSF 2068 V-0- FLAT L O b 2068 TUB { ® SHOWER � 4068 � ■ ■ ■ in • • 8NE1=T 1.1 V-11' x 10'-4' VOL. CLG. + 25.9 - 28.1 PSF pN�Y �-26 ® EYEBROW L-4 (A) EGRESS SHEET 1.1 • ■ 3 4 G8 >" SHEET 1.1 `'+ EYEBROW ■ ■ 5 -0 10 BLOCK 4 x 4 8 E�OTTOM V-0' FLAT CHORDS 48' O/C TRUSSES - 28.1 PSF ■ I �� • II I W `" � 0 + 2 I r - 2 • I.C- d) r. I � .9 PSF .I PSF • ■ T P GLS ON 42 GH W SHOVER • —4 10 • d- �� 9 CANT. ■ L-18 lCJ - IS PSF SHEET 1.1 �t ■ ' NO BEAM REQ'D ■ SH -26 OW F.—I - `iEYEB EGRE S oNL L-4 ( ) BHE�T .1 2'-0' 2'-0' 2'-0' 2'-0' 5'-0' '-4 4'-0' '-4' 5'-0' 8'-0' 5'-8' '-4' 4'-0' '-4' In 01 V-4' 18'-0' '-4' 16'-0' 2'-8' 20'-0' 44'-0' 64'-0' z O U Lu 0 A =^t + 25.9 P 34.1 CAS L-4 (c) SHEET 1.1 ct1 ' LEGEND LEGEND ■ - +'5 4 ROD IN FILLED CELL - 2x4 FRAME WALL - 8' CM.U. WALL - INTERIOR BEARING WALL - DENOTES V -I' PLT. HEIGHT - DENOTES 6-8' PLT. HEIGHT „ r - DENOTES 9'-4' PLT. HEIGHT €........1:..',.,....:.. - DENOTES 10'-0' PLT. HEIGHT - DENOTES OTHER PLT. HT. SEE ELEV. t FLOOR PLAN cA FOR PLT- HT. �p 0 N ._ - INTERIOR 2x4 WALL W/ HEIGHT NOTED co N ON FLOOR PLAN 17 i - PLANT SHELF ®8 4 w' (UNLESS OTHERWISE NOTED) + >« PSF - XX PvF - DESIGN PRESSURE AT OPENMGS CPT�YL - CARPET TO VINYL TRANSITION I. ALL INTERIOR WALLS ARE 2' X 4' CONSTRUCTION 24' O.C. EXCEPT NOTED WET WALLS. 2. ALL ROUGH OPENING WINDOW SIXES MUST BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 3. CEILING HEIGHTS ARE REFERENCED FROM FINISH FLOOR OF HOUSE. 5Q. Pt. CALCULATION5 LIVING 12040 LANAI 0 ENTRY 44 OTHER 0 GARAGE 46(o � TOTAL. AREA UNDER ROOF 1114 PATIO 0 TOTAL AREA 1114 5CALE = 1/4"=1'-0" WINDOW S 51NG1_E DUNG 5l_OCK WINp01115 CODE ROUGH OPENING I tom/ 5INGLE [DOUBLE 5H-12 191/8 ; 39 X 26" 5H-13 II X 381/4" 5H-14 I z X 50 5i8 5H-15 r � j X 63" � 51-1=1/2 'D X I 5H 232 1/ �� 2� 4 533 / 4 X 2� 5H-1/233 o��ll 1 X 381/4" 5H-1/234 X 50 5/8n 5H-1/235 IMom X 63" 5H-11236 I X 1211 5H-22 31 3/4" ;143/4 X 26" 51-1-23 X 38 1/4 " 5H-24 X 505/511 5H -A X 56 5H-25 X 63" 5H-26 X 1211 5H-32 531/8 101 X 26" 5H-33 X 381/4" 5H-34 X 50 5/8 ' 514-3� X 56" 5H-35 X 63" 5H-36 X 12" * VERIFY ALL R -O. UJ/ BUIL,IDER * MULTIPLE WINDOW5 CONSTRUCTION - SUBTRACT 1 INCH FROM R0.51ZE. Maria Virginia Caparros, P.E. D E C 04 2002 Florida License #w3989 romz IC) -Oct� I(n N I tom/ M> w X rL� II A a r � 4 I z 0X m 4 r r M �0 � r � LOL co I ® a 'D 1-4 I? N ® co ^Tcb� o��ll 2 a- > AM = 0 cm I IMom I� �..� YCO L w << ..::\\ N I tom/ W X L. 4 I�R II (vl� m 4 r r M �0 � I.71 % W b r- !n ^Tcb� osc,N: JAC ��' DFuN: JAC APw:DC REVISION PATE OI° -DU,* 12/04/02-00:20 11 l DATE OF DUJS/20/00 it DRAWING NAME: Lot 4 - Block G dwg �1 SCALE -AS NOTED 2 � Zu 4 N I tom/ W X L. 4 I�R II (vl� m 4 r r M �0 � I.71 % W IQ osc,N: JAC ��' DFuN: JAC APw:DC REVISION PATE OI° -DU,* 12/04/02-00:20 11 l DATE OF DUJS/20/00 it DRAWING NAME: Lot 4 - Block G dwg �1 SCALE -AS NOTED 2 � 64'-0' 44'-0' 14'-0' 101-0' F e I 8' X 8' THICKENED EDGE o W/ (1) *5 CONT. TYP. 4' ,pGW `n II■ -'I II 'II II' II 1� '�I�v- EXTEND � I'G. 4' W/ S's 9' Zb"X 8' THICKENED EDGE O/c E/W TYP. W/ (1) 05 CONT. TYP. (4) PLACES 5'-0' '-4' 4'-0' '-4' 5'-0' '-4' 161-0" f 2'-B' f 16'-8" V-4' 01 0 4- 20'-0' 44'-0' 64'-0' CONCRETE �5PECS 51.,48- 2500 P.S.I. IN 28 DAYS FOOTERS- 2500 P.S.I. IN 28 DAYS LINTELS- 3000 P.S.I. IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 DAYS INTERIOR BEARING WALL e - DENOTES S 0 ROD IN FILLED CELL C SCALE = 1/411=11-011 i rz F z r" v 01 LL - � CN > Iw 2x6 RECESS SLA5NOTE 1 I� II UJ a J — — — — — 16'W X 20'D MONO. FTG. FOR 5j3D. 4' CONCRETE SLAB W/ X Q � � ~O z 0 W W/ (2) 15's CONT. TYP. FIBERME514 l OR •� 00co1 a d IISco (P 10 I6'-12' 10/10 W.Wr-J OVER 6 MILL V15Q, 4'-22" AND CLEAN, COMPACTED, 00 • o I a > � TERMITE TREATED FILL. 0M I O t7 k- �1 •y , N �L NIT -I CO Yto Lc -- ■ I AG CHASE `r 16'-4' --- "` I 5' X 8' CONC. FTG W/ (1) 05 CONT. 4 4' STEPDOWN TYP. I .. 77 5 010 '18' -0' 2' -4' �- N QOM ---- I I N I SLABNOTE 4' CONCRETE 5LA13 W/ 0 I I I 12A ■ PI13ERME5H ( OR 6"X(b' 10/10 Wbr-.) OVER 6 MILL V15Q, AND CLEAN, COMPACTED, TERMITE TREATED FILL. cq (' I—-------� a _ -' ■ ■ °i,: ,� ■ OWER ■ cA - 3/4 RECESS FOR GARAGE DOOR ■ I 16 NJ II■ -'I II 'II II' II 1� '�I�v- EXTEND � I'G. 4' W/ S's 9' Zb"X 8' THICKENED EDGE O/c E/W TYP. W/ (1) 05 CONT. TYP. (4) PLACES 5'-0' '-4' 4'-0' '-4' 5'-0' '-4' 161-0" f 2'-B' f 16'-8" V-4' 01 0 4- 20'-0' 44'-0' 64'-0' CONCRETE �5PECS 51.,48- 2500 P.S.I. IN 28 DAYS FOOTERS- 2500 P.S.I. IN 28 DAYS LINTELS- 3000 P.S.I. IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 DAYS INTERIOR BEARING WALL e - DENOTES S 0 ROD IN FILLED CELL C SCALE = 1/411=11-011 i rz F z r" v 01 LL - � CN > Iw �� I� II UJ a J COO� CO W X Q � � ~O z 0 W _ •� 00co1 a d IISco (P 10 11 zca0 uj 00 • o I a > � A 0M I O t7 k- �1 •y , N A CO Yto Lc -- I I 33 F z 01 LL - r z Q I� �■'% UJ a J W X Q � z 73 0 (P m p� 3 zca0 uj I K � � ✓ � �n t7 k- L E. 33 F z 01 LL - z Q o 111 o �■'% UJ a I W X Q � z 0 (P m zca0 uj a lu Y- 0 fu fu z 01 z Q o 111 o ` HQ II � lu 1 � IIS 1 li 1 1, 1 ® 1 i cwgt4 JAC c o:VET } i 1 oruN: JAC APvv:DC 1 REVISION DATE OP-PLL6 1 12/04/02-00:2(D 1 i I � 1 DATE OF DWS/20/00 I it DRAWING NAME: 1 j Lot 4 - Block G.dwg 1 1 SGALE.AS NOTED II 1 sem_ M) A e)nnf) VI Inla Caparros, P.E. 1 3 1 /r i� it it ii�� ii —u ii i� � �i i� ii ii a ii n ii n u i ii u o ii i u w ii w ii u iiiiiiiiiiiiioiiuiiiiiiuiiiiiiiiiiiuiip III II 1111ri o I �' II II II II II II II \II � �' I �� II V� II �I �I F -� •l�z, IJ I Ifs 1===1 II lr"`M' �?�' "� I� � II I II I II I �I� II II II II V II Y II A II II II II II II � II � II II II II G II i N �II��Ir II i ii u u ii ii ii ii ii ii ° � � �u=iii a ii � ii o ii o ii i u ii o ii i ii iLJ n � �ii u o i �r�i—Ilii �i u w �i� u w i u n U i ii n u b 11 J1 11 11 11 11 11 11 Q Lu E 6GALF: = 1/411=11-011 Maria Virginia Caparros, P.E. A14 DEC 04 2002 Fiorrd icense # 63989 rilz 1 HURRICANE TIE Ii TERCHANGsA5IL ITS SCHEFDU E BRAND MODEL* FASTENERS* UPLIFT COMPLIANCE SIMPSON MT612 (14) 10d 1000 413 (NER) USP MTW12 (14) 10d 1055 5764 (IC33o) SIMPSON METAI6 (12) 10d x 1-1/2' 1490 469 (NER) USP TA16 (I1) 10d x 1-1/2' 1350 5531 (IC50) SIMPSON HETA20 (16) 10d x 1-1/2' 1890 469 (NER) USP HTA20 (13) 10d 1890 5531 (ICBG) 5IM105ON HUS26 (14) 16d, (o) 16d 1550 499 (NER) USP THD26 (18) 16d, (12) 10d x 1-1/2" 1520 418 (NER) SIMPSON L5TA12 (10) lod 155 443 (NER) USP LSTA12 (10) loci 755 530 (NER) SIMPSON BPI (6) 10d, (4) 10d 585 499 (NER) USP 8PT22 (4) 10d, (4) 10d 595 564 (NER) SIMPSON 5P4 (o) 10d x 1-1/2' 135 499 (NER) USP SPT4 (6) 10d x 1-1/2' 135 564 (NER) SIMPSON L5TA36 (26) 10d 1-115 443 (NER) USP L5TA36 (24) 10d 1140 530 (NER) 5IMP50N H5 (4) 8d, (4) Sd 455 499 (NER) USP HCDP (4) 8d, (4) 8d 415 510 (NER) SIMPSON A5U66 (1) 5/8" A15,02) 16d, (2)1/2- 2300 499 (NER) PAU66 (1) 5/8" A5,02) 16d, (2)1/2- 2350 530 (NER) SIMPSON ABU44 (1) 5/8" A5,02) lod, (2)1/2- 2200 499 (NER) USP PAU44 (1) 5/8" A15,02) Wool, (2) 1/2' 2240 530 (NER) SIMPSON MTT285 (1) 3/4' AB, (24) 166 4455 432 (NER) USP MT6215 (1) 3/4' A5, (24) loci 4635 530 (NER) SIMPSON HGU526-2 (20) 166, (8) lod 2215 499 (NER) USP THDH2o-2 (20) 16d, (8) Irod 2235 5441 (IC50) SIMPSON L50 (6) lod 420 443 (NER) USP AC5 (6) lod 425 3613 (IC50) SIMPSON META20 (14) 10d x 1-1/2' 1500 469 (NER) USP TA20 (11) lod 1520 5531 (IC50) SIMPSON HTT16 (18) 16d 3480 432 (NER) USP HTT16 (18) 16d 3695 530 (NER) SIMPSON HGT-2 (2) 3/4' A5, (8) 10d 10980 432 (NER) USP HUGT2 (2) 3/4' A5, (8) 10d 9210 • (NER) SIMPSON A34 (8) 8d x 1-1/2' 365 413 (NER) USP MP34 (8) 8d x 1-1/2' 350 505 (NER) SIMPSON HT520 (20) 10d 1450 v (NER) USP HTW20 (20) l0d 1530 5164 ( IC50) SIMPSON SP2 (6) lod, (6) 10d 890 499 (NER) USP 5PT24 (6) loci, (6) loci 895 564 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) USP HCH18 (4) 8d, (4) 8d 360 510 (NER) SIMPSON MGT 5/8' A5, (22) 10d 39o5 432 (NER) NOTE: U USE (1) MT512 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UN.O.) NAIL VALUES: 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL BASED ON "NATIONAL DESIGN SPECIFICATIONS CONNECTION (UN.O.) FOR WOOD CONSTRUCTION FROM 3) USE HU526 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTION5 (UNO) TABLE S,Sc - 'NAILS AND SPIKES - 4) USE (3) 16d OR (3) .131 x 3 1/4' PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN VALUES' TO HIP GIRDER (T45) NAIL SHEAR VALUE (lbs.) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSESO10,000L5 DOWNLOAD) 8d 103* (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSESC 1500-10,0001_5 DOWNLOAD) 10d 125• (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(,150OL5 DOWNLOAD) 16d 149+ - COMPLIANCE REPORT PENDING A IG 5,2002 - cHAW3E.DU,3 6GALF: = 1/411=11-011 Maria Virginia Caparros, P.E. A14 DEC 04 2002 Fiorrd icense # 63989 rilz 1 � Cruel � 0 ttj I 04 oI > � co w e� �. !� M II I ®m cn 4 r� V z 'D ' I !pco r �I rw 0 m ® N ✓ --i' -f 1 co Q 0 A M 0 I N 00 I Y( La s � Cruel � 0 ttj I CC � I kJ w e� �. � X 4 p 4 I ®m j II 4 r� V m r 'D ' I p�. r o rw d N ✓ --i' -f 1 b= � Cruel � 0 ttj I CC � I kJ w e� �. � X 4 p 4 I a IZ;� 4 r� V m r 'D ' I Z r 'D xum rw go owm JAC cwD:VET 1 cFuN: JAC APw:DC REVISION DATE OP-DWC31 12/04/02-00:20 DATE OF DWS/20/00 11 II DRAWING: NAME: • Lot 4 -Block G.dwg I 1 SCALEAS NOTED 1HEET: 1 4 ' J 0 ttj tu C) 111 owm JAC cwD:VET 1 cFuN: JAC APw:DC REVISION DATE OP-DWC31 12/04/02-00:20 DATE OF DWS/20/00 11 II DRAWING: NAME: • Lot 4 -Block G.dwg I 1 SCALEAS NOTED 1HEET: 1 4 ' J A/C DISC( ELECTRICAL LEGEND DUPLEX REC. C �CEILINCs I=AN PREWIRE 220V 220 VOLT REC. J WP GH qp WATER PROOF REC. 220V9 220 VOLT JUNCTION BOX GROUND FAULT REG. cam GROUND 0 110 VOLT JUNCTION BOX � Y,SW112 SWITCHED REG. D EXHAUST FAN $ SWITCH 0 SMOKE DETECTOR W/ BATTERY RACK -UP $3 3 WAY SWITCH PHONE �- INCAND. CEILING FIX. tV GABLE CONNECTION FO INCAND. WALL FIX L� TRACK LICsHTING ❑O RECE55ED CAN LIGHT FLUORESCENT FIX. VAPOR PROOF RECESS!=D CAN LIGHT EXTERIOR FLOOD LIGHT L1 EMERGENCY CICsHTINCs W/ BATTERY BACKUP ALL OUILLIS IN SLEEPING ROOMS aAALL BE ARC FAULT. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLI=EPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN I'-0' TO Y-0' OF PEAK, AND SHALL BE 3'-0' MIN FROM ANY SUPPLY OR RETURN AIR STREAM, AND EQUIPPED WITH A BATTERY BACK-UP. 150-200 AMP 0410 ALUMINUM 5ER CABLE SERVICE IN 21i2' CONDUIT. A/C DISC. METE LIGHTS i OUTLETS 014 COPPER W/ 15 AMP BREAKER TYPICAL 012 COPPER W/ 15 AMP BREAKER ELECTRICAL (WHEN REQV) PANEL 012 COPPER W/ 20 AMP BREAKER (40 CIRCUITS) 010 COPPER TO WATER HEATER UNDF-Rf DI `ID DMAIN SERVICE BY DISCONNECT % COPPER TO RAW -3F POWER CO.—\ 04 BSD COPPER TO %'x&'-0' GALVANIZED GROUND ROD. BOND TO FTG STEEL WHEN REQ'D. ELECTRICAL RISER ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 5CALE = 1i411_1' -m° z C N IW O c0i w a- 9 vi Ach ' I II M CO j zO ~ � � 0 W O -� Q 00 O t I? N N cD C3 U h Y O C- > � A O co C M 1 n i a) N Y00 � Ln ti c� O Deem: JAC cwD:VET Dry: JAC APvD:DC ' ' REVISION DATE OP -PLL* ' 12/04/02-00:20 DATE OF DUDS/20/00 it DRAWIW-% NAME: i Lot 4 - Block Gdwg SCALEAS NOTED t SHEET: ' f 5 IW I II j t N 1 n i J Deem: JAC cwD:VET Dry: JAC APvD:DC ' ' REVISION DATE OP -PLL* ' 12/04/02-00:20 DATE OF DUDS/20/00 it DRAWIW-% NAME: i Lot 4 - Block Gdwg SCALEAS NOTED t SHEET: ' f 5 I NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRINCx LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO 5E SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO, THE SIZE, TYPE, OR VALUE OFA NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 5' ROOF Erx=E 4' 3 HEADER STUDS (EACH SIDE) 6'-0' TO 12'-0" �I _ 4 HEADER STUDS (EACH SIDE) 12'-0" TO I6'-0" O O 2 HEADER STUDS REQ. (1) FULL LENGTH STUD Q I — — L4- 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS I RIME <D QI 1 4. BEARING WALL NAIL PATTERN: — 1. PLYWOOD: (FIELD) USE 8D NAILS Q 12' O/C @) OI ��' �� —?_ Q 4' OR O.S.B. (EDGE) USE 8D NAILS tv 6" O/C O O O O _ 2. GYPSUM: (FIELD) USE 5D NAILS a 10" O/C 3 (EDGE) USE 5D NAILS 6 1" O/C5, A 1 5. ROOF NAILING PATTERN: PLYWID OR OSB i ZONE 1 - USE 8D COMMON NAILS m 12" OIG ZONE CHART 2 ZONE 2 - USE SD COMMON NAILS m 6' O/C 3 ZONE 3 - USE SD COMMON NAILS 4' O/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS -I' O/C -1. SENCO 2 1/4' X .131 4 PASELODE 2 1/4' X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF SD COMMON NAILS. NAILED a 5" O.C. EDGES 4 6 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 "2 SPF -w 24' O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0' TO BE 2X4 02 SPF v 16" O.C. UNLESS OTHERWISE NOTED. 9. TABLE 1105.1, OF THE STANDARD BUILDING COIDE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. ROOF FRAMING MEMBERS (BEE / CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) I — DOUBLE TOP PLATE 1/I6' OSE OR CDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 10d GALV. im 3' O.C. EDGES AND 12' O.C. FIELD 2x4 P.T. WALL STUD W/ (3) 1/2' DIA ANCHOR 5OLTS TO BLOCK O m BEAM OR TRU55 ABOVE 5EE TRU55 LAYOUT FOR BEAM OR TRU55 CONN. TC KNEEWAU H5 to TOP H4 Is BOT ETA22 OR Ii A.B. 48' 01 W1 V EMBEDMEr KNEEWALL DETAIL, (2) 2 X 8 TOP PLATE 2 X 8 5TUD512' 0/C VV 0515 NAILED V 0/C EDGE5 Il 12' 0/C FIELD UNDER VAPOR BARRIER UNDER 51DING PT 2 X 8 BOTTOM PLATE - P.E. TRUSS TRUSS STRAP (SEE TRUSS LAYOUT) D>3L. TOP PLATE W/ SIMPSON H5 a EA. STUD TOP SEE DTL S NOTE 08 FOR STUD REQUIREMENTS 5LOCKING m MID SPAN I/2' GYPSUM W/ 5D COOLERS 9 1" O/C SIMI-SON H5 im EA. STUD 150TT. 2X P.T. 5OTT. PLATE W/ 1/2' X 8' A.B. sP 48' O/C 4' CONC. SLAB W/ 6X6 10-10 W.W.M. - a. 8"D X 16 "W. FTG. W/ 04 0A (2) *5's CONT. (1 -STORY) 10'D. X 20'W. FTG. W/ (3) #5's CONT. (2-5TORY) TYFDICAL INTMRIORBEA ING WALL I Hvf ltIV. I - 1 IY" Ir. 1 It^ EXTERIOR *2 STUDS SIZE STUD MATERIAL 4 O/C SPACING MAX. HT. 2' X 4' SPRUCE,'FIR 24' O/C 2' X 4' SPRUCI=,'FIR 16' O/C 10'-0' 2' X 4' SPRUCE, FIR 12' O/C 2' X 4' SOUTHERN PINE 24' O/C V-0' 2' X 4' SOUTHERN PINE 16' O/C II' -0' 2'X 4' SOUTHERN PINE 12' O/C 12'-8' N3=ADER (2) 2x12 W/ 1/2' CDX FLITCH 13'-0' 2' X 6' SFRUCE, FIR 16' O/C 16'-0' HEADER STUD FULL LENGTH WALL STUDS NO CONNECTORS REQ' 18'-4' 2' X 6' SOUTHERN PINE 24' O/C 14'-0' 2' X 6' SOUTHERN PINE 16' O/C I"1'-0' 2' X 6' 60UTHERN PINE 12' O/C 19'-8' 2' X 8' SPRUCE, FIR 24' O/C I"1'-0' 2'X e' SPRUCE, FIR I6' O/C 21'-0' 2' X 8' SPRUCE, FIR 12' O/C 24'-0' 2' X 8' SOUTHERN PINE 24' O/C 18'-4' 2'X 8' SOUTHERN PINE I6' O/C 22'-8' 2' X 8' SOUTHERN PINE 12' O/C 26'-0' I — DOUBLE TOP PLATE 1/I6' OSE OR CDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 10d GALV. im 3' O.C. EDGES AND 12' O.C. FIELD 2x4 P.T. WALL STUD W/ (3) 1/2' DIA ANCHOR 5OLTS TO BLOCK O m BEAM OR TRU55 ABOVE 5EE TRU55 LAYOUT FOR BEAM OR TRU55 CONN. TC KNEEWAU H5 to TOP H4 Is BOT ETA22 OR Ii A.B. 48' 01 W1 V EMBEDMEr KNEEWALL DETAIL, (2) 2 X 8 TOP PLATE 2 X 8 5TUD512' 0/C VV 0515 NAILED V 0/C EDGE5 Il 12' 0/C FIELD UNDER VAPOR BARRIER UNDER 51DING PT 2 X 8 BOTTOM PLATE - P.E. TRUSS TRUSS STRAP (SEE TRUSS LAYOUT) D>3L. TOP PLATE W/ SIMPSON H5 a EA. STUD TOP SEE DTL S NOTE 08 FOR STUD REQUIREMENTS 5LOCKING m MID SPAN I/2' GYPSUM W/ 5D COOLERS 9 1" O/C SIMI-SON H5 im EA. STUD 150TT. 2X P.T. 5OTT. PLATE W/ 1/2' X 8' A.B. sP 48' O/C 4' CONC. SLAB W/ 6X6 10-10 W.W.M. - a. 8"D X 16 "W. FTG. W/ 04 0A (2) *5's CONT. (1 -STORY) 10'D. X 20'W. FTG. W/ (3) #5's CONT. (2-5TORY) TYFDICAL INTMRIORBEA ING WALL I Hvf ltIV. I - 1 IY" Ir. 1 It^ EXTERIOR *2 STUDS SIZE STUD MATERIAL 4 O/C SPACING MAX. HT. 2' X 4' SPRUCE,'FIR 24' O/C 2' X 4' SPRUCI=,'FIR 16' O/C 10'-0' 2' X 4' SPRUCE, FIR 12' O/C 2' X 4' SOUTHERN PINE 24' O/C V-0' 2' X 4' SOUTHERN PINE 16' O/C II' -0' 2'X 4' SOUTHERN PINE 12' O/C 12'-8' 2' X 6' SPRUCE, FIR 24' O/C 13'-0' 2' X 6' SFRUCE, FIR 16' O/C 16'-0' 2' X 6' SPRUCE, FIR 12' O/C 18'-4' 2' X 6' SOUTHERN PINE 24' O/C 14'-0' 2' X 6' SOUTHERN PINE 16' O/C I"1'-0' 2' X 6' 60UTHERN PINE 12' O/C 19'-8' 2' X 8' SPRUCE, FIR 24' O/C I"1'-0' 2'X e' SPRUCE, FIR I6' O/C 21'-0' 2' X 8' SPRUCE, FIR 12' O/C 24'-0' 2' X 8' SOUTHERN PINE 24' O/C 18'-4' 2'X 8' SOUTHERN PINE I6' O/C 22'-8' 2' X 8' SOUTHERN PINE 12' O/C 26'-0' I i _1 n 100 U. r+ ADD 2X4 FULL HGT, 16d @ 12' 01 C. ADD 2X6 FULL HGT. TRUSS WEB @ 24' ❑ C, TRUSS WEB @ 24' ❑,C. E�'-O" TO Ud'-O" HGT, 10'-0' TO 14'-3' HGT. MODIFICATION OF GABLE END TRUSS WEBS LINTEL W/ (1) ''S PRE -CAST HEADER (SEE DTL. 010 FOR SIZE) 4" CONC. W/ 6X6 4' THK. GL. 5LK. 10/10 W-WM. el W 1/2' JOINT (1) *5 VERT. TIE ROD FOOTER EACH SIDE OF GLASS BLOCK OPENING (TIE ROD PIPE THRU J L ADD (1) +'S 25' LAP a CORNERS) FOOTER PRE -CAST SILL -� 8" X 8' C.M.U. PIPE THRU MONO FTG. D,E:TAIL GLASS BLOCK DETAIL MAXIMUM SPACING OF FILLED CELLS UNGR❑UTED CELLS THAT CAN RESIST A 110 M,P,H, LOAD W/ 3 SEC, GUSTS DESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.Sl - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL = 95,43' (MAS❑NARY STRUCTURES A,C.D M = w0Kl /8, S = W)*L)KLX12/ 8XT =' 95.43 , l = 10.4 FT. USE 8'-0' H❑RIZ, SPACING - 9'-4' CEILING MAX, CFS = 1.3) USE 6'-0' HORIZ, SPACING - 10'-0' TO 12'-8' CEILING MAX, USE 6'-0' HORIZ, SPACING - 12'-8' TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT, @ 9'-4' HGT, (+/- 8') 50TTOM PLATE 1 05 VERT. RE INF. C.M.U. • b:° I P.T. END STUD 1/2' ANCHOR BLOT 6 48' 0/0 (VERT.) (3 MIN.) FRAME TO BLOCK CONNECTION FTG. W/ (2) 05 4' CONC. - II IIS— *5 RE5AR TYP. II I L - BENT BAR W/ 25' LAP E.W. TYP OF 2 CORNER BAR DF -TAIL LINTEL PRECAST HEADER RT -15 OR EQUIV. '4) TAPCONS X 2' INTEL CORRECTION FOR MISSED INT ST A DETAIL LINTEL R P DE DRILL 6' INTO EXIST. LINTE EPDXY 4 DRIVE +15 4 BEND VERT., 25' LAP REQ'D. SPLIT FACE OF BLOCK a PROP. FILLED CELL LOC- ATION. (TYP.) ; ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK — DRILL 6' INTO EXIST. FTG., EPDXY 4 DRIVE 15 4 BENT VERT., 25' LAP REQ'D. CORRECT I FOR MISSED DOWELS DOOR TRACK 2 X 8 (PT) PLATE EACH SIDE OF DOOR OPENING (4)1/2'A5 -l' LG - 6 EA. DOOR TRACK W/2" SQ. WASHER 4 NUT AT FILLED CELL . I GARAGE: DOOR TRACK MOUNTING DETAIL i z X w °oe �n w~z al 1- diQ7= w m E r� N Maria Virginia Gaparros' P.E. DEC 0 4 zM2 dicense # 53989 L Elorlda rz 1 CONC LINTEL BLOCK FILLED ' W/ (1) U) m > Iw IA II PRECAST CONC. I LINTEL CONC. I� O00 FILLED W/ 1 OVS I r 0 a o coI? p Q CV UP TO 16' (NON-BEARING) USE 105 IN HEADER. 16' BEARING AND 18' USE 2 *5'6 IN HEADER. GARAGE DOOR HEADER DTL. 3 n j 50TTOM PLATE 1 05 VERT. RE INF. C.M.U. • b:° I P.T. END STUD 1/2' ANCHOR BLOT 6 48' 0/0 (VERT.) (3 MIN.) FRAME TO BLOCK CONNECTION FTG. W/ (2) 05 4' CONC. - II IIS— *5 RE5AR TYP. II I L - BENT BAR W/ 25' LAP E.W. TYP OF 2 CORNER BAR DF -TAIL LINTEL PRECAST HEADER RT -15 OR EQUIV. '4) TAPCONS X 2' INTEL CORRECTION FOR MISSED INT ST A DETAIL LINTEL R P DE DRILL 6' INTO EXIST. LINTE EPDXY 4 DRIVE +15 4 BEND VERT., 25' LAP REQ'D. SPLIT FACE OF BLOCK a PROP. FILLED CELL LOC- ATION. (TYP.) ; ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK — DRILL 6' INTO EXIST. FTG., EPDXY 4 DRIVE 15 4 BENT VERT., 25' LAP REQ'D. CORRECT I FOR MISSED DOWELS DOOR TRACK 2 X 8 (PT) PLATE EACH SIDE OF DOOR OPENING (4)1/2'A5 -l' LG - 6 EA. DOOR TRACK W/2" SQ. WASHER 4 NUT AT FILLED CELL . I GARAGE: DOOR TRACK MOUNTING DETAIL i z X w °oe �n w~z al 1- diQ7= w m E r� N Maria Virginia Gaparros' P.E. DEC 0 4 zM2 dicense # 53989 L Elorlda rz 1 Its cil � I U) m > Iw IA II �c I 1 I� O00 SII I r 0 a o coI? p Q CV 07 11 4 o0)-1 n j 0 0- > IpQm I % z 8 I�CO r �r,, 4 w Ln I� I r- r- r o� � I r- rLL cil � I 1 0 � I �u *ft.ft. I r I p Q I 6.. 4 I n j (P r M r % z 8 O[II r �r,, 4 w r- r- r I r- rLL cil � 1 0 � w z *ft.ft. W III � u p Q I 6.. 4 I (P r M I % z 8 O[II w rDw-,N: JAC CWD:JAC i oma: VT APvo:JAC REVISION DATE OP-DWG� 12/04/02-00:20 I� DATE OF DILG:1/15/02 II 1 1 II DRAWING NAME: Lot 4 - 51ock Gdwg II SCALEAS NOTED ' SHEET: ' 1 1 • J 2X4 BLOCKING 15/32' PLYWOOD OR Pt 2 X BUCK F i F Cil AT BRACE LOCATIONS 15/32' 055 ROOF SHEATHING e WITH 2 X 4'8 SEE ZONE CHART DTL. W 2 X STUDS m 24" O/C TYP. 16' O/C MAX TYP. 2X4 OUTLOOKER w 24" O.C. -- (MAX. 24' O.H.) W/ A34 a 24' O.C. p Q EA. SIDE OF RADIAL z _ FRAME OPENING I6� II � '} I� N ppI REQUIRED 2X 8 6" O/C FIELD - (NO ADDN'L w —1/16' OSB W/ 3/4' STUCCO OR 19/32' T-111 a 1/2' EXP. ANC. 00 (2) PLACES - 6" 16d's 6' O/C FROM ENDS OR 1/2" EXP. ANG. 3/16' X 1-3/4' (2) PLACES - 6' TA CONS 6 O/C I' 2X4 WIND BRACE s+ RIDGE TYPICAL 3/16' X 1-3/4' t TAPCONS 6' O/C 4 AT 8 FT O/C TO 3rd TRUSS H TO RADIAL FRAMING W/ 8d's s 8' O.C. (2) ROWS STAGGERED A , ,4 H = 0 TO 4 FT = NO 2X REQUIRED H = 4FT TO 10 Ft = 2X4 REQUIRED r Y 22 CKING' H = ]OFT - 14'-3' FT = 2X6 REQUIRED 4' . META16 s 24" O/C OR 1/4'X 3' L GALV. LAG BOLTS 16' O/C 2X PT BOTTOM PLATE 5/8' GYPSUM BOARD OR VERTICAL 6 O/C 2x4 '36. 1/2' U-S�=. SAG RESISTANT CEILING BOARD OR EQUAL FASTE E TO ND (ASTM C 13,35/ C 1395M) DOUBLE LINTEL W/ (1) TOP OF BOTTOM "5 BAR IN EA. COURSE CHORDS WITH 1/2" A.B. 0 48' O/C (SDS PRECAST OR LINTEL (2) 16d PER TRUSS DETAIL MAY BE SUBSTITUTED FOR DOUBLE LINTEL AS REQUIRED) 1-5TORY CMU GABLE END (PLAT CEILING) 2X4 BLOCKING 15/32' PLYWOOD OR AT BRACE LOCATIONS 15/32' 055 ROOF SHEATHING 5 SEE ZONE CHART PTL. 2X4 OUTLOOKER g 24' O/C (MAX. 24' O.H.) LA34 TY . DSL. TOP PLATE ---f/16' OSB W/ 3/4' STUCCO OR 19/32" T-111 2X4 WIND BRACE a RIDGE 2 CKING 4 AT 8 FT O/C TO 3rd TRUSS � 6 4 2X STUDS 24" 0/C TYP U)/ H5 g TOP 1712K—FiRE BLOCKING 2x4 96' O/C 5/8' GYPSUM BOARD OR META16 g 24' O/C AT FASTENED TO 1/2' U.S.G. SAG RESISTANT STUDS OR H4 TYP. TOP OF 50TTOM CEILING BOARD OR EQUAL 2X Pt BOTTOM PLATE CHORD5 WITH (ASTM C 1395/ C 1395M) (2) 16d PER TRUSS DOUBLE LINTEL W/ (l) *5 BAR IN EA. COURSE 1/2' A.B. g 32" O/C (SDS PRECAST OR LINTEL DETAIL MAY BE SUBSTITUTED FOR DOUBLE LINTEL AS REQUIRED) 1 -STORY CMU G,45LE END (VAULTEGP CEILING) BALLOON FRAME OPTION 2X4 BLOCKING 15/32' PLYWOOD OR AT BRACE LOCATIONS 15/32' 055 ROOF SHEATHING SEE ZONE CHART DTL. 2X4 OUTLOOKER a 24" O/C (MAX. 24' O.H.) W/ A34 a HOUSE END 1/16' OSB W/ 3/4' STUCCO OR 113/32'T-111 16d's 6' O/C TYP. 2X4 WIND BRACE a RIDGE C 2CKIING 4 AT 8 Ft O/C TO 3rd TRUSS 4 2x6 02 SPF VERTICAL MEMBERS 9 24'O/C FIRE 5LOCKING 5/8' GYPSUM BOARD OR 1/2' U.S.G. SAG RESISTANT EtA16 24' O/C OR I/4' X 3' 2x4 EN O/C CEILING BOARD OR EQUAL GALV. LAG BOLTS I6' O/C FASTENED TO CASTM C 1395/ C 1395M) TOP OF BOTTOM 2X PT BOTTOM PLATE CHORDS WITH (2) 16d PER TRUSS DOUBLE LINTEL W/ (1) +'5 BAR IN EA. COURSE (SDS PRECAST OR LINTEL 1/2' A.5.10 32O/C DETAIL MAY 5E SUBSTITUTED FOR DOUBLE LINTEL AS REQUIRED) 1-5TORY CMU iG,45LE END (VAULTED CEILING) DOUBLE TRUSS ASSEMBLY OPTION 25- OUTSIDE t0 OUTSIDE TWO (2) *5 BARS WIRED AS SHOU;I WITH MIN. 25' LAP SDS PRECAST DETAIL (SPS = SPECIAL DOUBLE STEEL) s- OUTSIDE TO OUTSIDE I/ HTWO (2) 05 BARS WIRED A5 SHOWN WITH MIN. 25' LAP 51)5 LINTEL DETAIL (SDS = SPECIAL DOUBLE STEEL) TYPICAL BLOCK OPENING DETAIL (EOR PT BUCK FASTENING AND 35 PSE RATING) w L3 Of IOTE 'HESE REQUIREMENTS APPLY WHEN )INDOW/ DOOR MANUFACTURERS FA5TENING 1ETHOD 15 NOT SPECIFIED 'T 1X 5UGKS FOR WINDOWS AND DOORS I.) NAIL W/ .109 DIA OR HEAVIER POWER NAILS 8' O/C AND 3' MAX FROM END6 TTP. WITH I' MIN. EMBEDMENT INTO FLOCK 2.) ALSO ADD 3/16' DIA. SELF TAF`FING CONC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX. ON CENTER WITH I' MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW To SUCK WITH h0 SCREWS MAX. 8' O/C AND MAX 8' O/C FROM ENDS. 'T 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATE) 1.) INSTALL 3/16' DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MAX FROM ENDS AND 24' ON CENTER MAX WITH I' MIK EMBED. INTO BLOCK FASTEN WINDOW/ DOOR TO PT BUCKS WITH 10 SCREWS 8' 0/C MAX. AND MAX 8' FROM ENDS WITH I' MIN. EMBED. INTO BUCK 2X #2 SPF (2' LARGER THAN RAFTERS) W/ (3) 16d FOR 2X6, (4)16d FOR 2X8, (5) 16d FOR 2X10, (6)16d FOR 2X12 <��,X,, INT❑ TRUSSES BEL❑W #2 SYP RAFTER W/ SIMPS❑N A34 @ RIDGE BD, & PLATE 2X RIDGE (2' LARGER THAN RAFTERS) TYR VALLEY FRAMING LINTEL W/ (1) 05 TYP. Pt 2 X BUCK F i F Cil RADIAL FRAMING PLATES (TYR.) e WITH 2 X 4'8 P.E. TRUSSES W 2 X STUDS m 24" O/C TYP. 16' O/C MAX TYP. X p Q EA. SIDE OF RADIAL z _ FRAME OPENING I6� II � '} I� N ppI REQUIRED 2X 8 6" O/C FIELD - (NO ADDN'L w REINFORCING a 1/2' EXP. ANC. 00 (2) PLACES - 6" FROM ENDS OR 1/2" EXP. ANG. 3/16' X 1-3/4' (2) PLACES - 6' TA CONS 6 O/C I' FROM ENDS OR TYPICAL 3/16' X 1-3/4' t TAPCONS 6' O/C 3/8' PLYWOOD NAILED TYPICAL TO RADIAL FRAMING W/ 8d's s 8' O.C. (2) ROWS STAGGERED r Y OR VERTICAL EXISTING TRUSS WE5_zz SECTI❑N A -A a 25- OUTSIDE t0 OUTSIDE TWO (2) *5 BARS WIRED AS SHOU;I WITH MIN. 25' LAP SDS PRECAST DETAIL (SPS = SPECIAL DOUBLE STEEL) s- OUTSIDE TO OUTSIDE I/ HTWO (2) 05 BARS WIRED A5 SHOWN WITH MIN. 25' LAP 51)5 LINTEL DETAIL (SDS = SPECIAL DOUBLE STEEL) TYPICAL BLOCK OPENING DETAIL (EOR PT BUCK FASTENING AND 35 PSE RATING) w L3 Of IOTE 'HESE REQUIREMENTS APPLY WHEN )INDOW/ DOOR MANUFACTURERS FA5TENING 1ETHOD 15 NOT SPECIFIED 'T 1X 5UGKS FOR WINDOWS AND DOORS I.) NAIL W/ .109 DIA OR HEAVIER POWER NAILS 8' O/C AND 3' MAX FROM END6 TTP. WITH I' MIN. EMBEDMENT INTO FLOCK 2.) ALSO ADD 3/16' DIA. SELF TAF`FING CONC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX. ON CENTER WITH I' MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW To SUCK WITH h0 SCREWS MAX. 8' O/C AND MAX 8' O/C FROM ENDS. 'T 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATE) 1.) INSTALL 3/16' DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MAX FROM ENDS AND 24' ON CENTER MAX WITH I' MIK EMBED. INTO BLOCK FASTEN WINDOW/ DOOR TO PT BUCKS WITH 10 SCREWS 8' 0/C MAX. AND MAX 8' FROM ENDS WITH I' MIN. EMBED. INTO BUCK 2X #2 SPF (2' LARGER THAN RAFTERS) W/ (3) 16d FOR 2X6, (4)16d FOR 2X8, (5) 16d FOR 2X10, (6)16d FOR 2X12 <��,X,, INT❑ TRUSSES BEL❑W #2 SYP RAFTER W/ SIMPS❑N A34 @ RIDGE BD, & PLATE 2X RIDGE (2' LARGER THAN RAFTERS) TYR VALLEY FRAMING F.F. 01-01 RADIAL PRAT" IINGi POR ARCH WINDOW DETAIL TILE USE: 5/8' PLYWOOD 43w FELT SHINGLES USE: 15/32' PLYWOOD OR 15/32' OSB 15* FELT TA20 EACH EMD EACH TRUSS 65 VERTICAL REINFORCEMENT - SEE FOUNDATION PLAN FOR LOCATIONS TEXTURED CEMENT FINISH w5 DOWEL W/ 8' HOOK 4 25' LAP CANT. TRUSSES NO BEAM REQ'D TRU65 SEARING FINISH GRADE / PRE-ENGINEERED TRUSSES40 24' O.G. E�4R-19 INSULATION 5/8' GYPSUM BOARD OR 1/2' U.S.G. SAG RESISTANT CEILING BOARD OR EQUAL (ASTM C 1395/ C 1395M) LINTEL W/ (1) *5 CONT PRECAST - ABOVE WINDOWS 4 DOORS (W/(1)05 WHEN 6' 4 GREATER) 1/2' GYPSUM OM IX2 P.T. FURRING STRIPS im 24' O.C. WINDOW - SEE FLOOR PLAN FOR SIZE 4 LOCATION PRECAST SILL R-3 INSULATION 4' CONC. SLAB W/ FIBERME5H OVER 6 MIL VISQUEEN OVER WELL COMPACTED TERMITE TREATED FILL IVW X 207) MONOLITHIC 16' FTG. WK2A's CONT. TYPICAL BLOCK WALL SECTION :-Mll k! GRADE- — E. 7m�iCaparr �' PDEC 0 4 2DQZ lorida License 4 53989 E LINTEL W/ (1) 05 TYP. Pt 2 X BUCK F i F Cil RADIAL FRAMING PLATES (TYR.) e WITH 2 X 4'8 P.E. TRUSSES W 2 X STUDS m 24" O/C TYP. 16' O/C MAX TYP. X p Q EA. SIDE OF RADIAL z _ FRAME OPENING I6� II � I/2' CDX PLYWOOD I� N ppI NAILED 3' O/C EDGES 8 6" O/C FIELD - (NO ADDN'L w HURRICANE CLIPS) 1/2' EXP. ANC. 00 (2) PLACES - 6" FROM ENDS OR 1/2" EXP. ANG. 3/16' X 1-3/4' (2) PLACES - 6' TA CONS 6 O/C I' FROM ENDS OR TYPICAL 3/16' X 1-3/4' TAPCONS 6' O/C 3/8' PLYWOOD NAILED TYPICAL TO RADIAL FRAMING W/ 8d's s 8' O.C. (2) ROWS STAGGERED F.F. 01-01 RADIAL PRAT" IINGi POR ARCH WINDOW DETAIL TILE USE: 5/8' PLYWOOD 43w FELT SHINGLES USE: 15/32' PLYWOOD OR 15/32' OSB 15* FELT TA20 EACH EMD EACH TRUSS 65 VERTICAL REINFORCEMENT - SEE FOUNDATION PLAN FOR LOCATIONS TEXTURED CEMENT FINISH w5 DOWEL W/ 8' HOOK 4 25' LAP CANT. TRUSSES NO BEAM REQ'D TRU65 SEARING FINISH GRADE / PRE-ENGINEERED TRUSSES40 24' O.G. E�4R-19 INSULATION 5/8' GYPSUM BOARD OR 1/2' U.S.G. SAG RESISTANT CEILING BOARD OR EQUAL (ASTM C 1395/ C 1395M) LINTEL W/ (1) *5 CONT PRECAST - ABOVE WINDOWS 4 DOORS (W/(1)05 WHEN 6' 4 GREATER) 1/2' GYPSUM OM IX2 P.T. FURRING STRIPS im 24' O.C. WINDOW - SEE FLOOR PLAN FOR SIZE 4 LOCATION PRECAST SILL R-3 INSULATION 4' CONC. SLAB W/ FIBERME5H OVER 6 MIL VISQUEEN OVER WELL COMPACTED TERMITE TREATED FILL IVW X 207) MONOLITHIC 16' FTG. WK2A's CONT. TYPICAL BLOCK WALL SECTION :-Mll k! GRADE- — E. 7m�iCaparr �' PDEC 0 4 2DQZ lorida License 4 53989 E a� «.. F i F Cil u ® gg> e W X p Q I z WTI � d I6� II � r I� N ppI 8 w OL 00 a= 7 fir/ r F i F Cil Cc e W X p Q I z � d I6� II � r cil 8 w OL Decor JAC cwD:JAC 1 vRi.N: VT AF%V.JAC REVISION DATE OP -DWG 12/04/02-00:20 1 DATE OF DWG:1/15/02 II �la II DRAWING NAME: w 1 Lot 4 - Block GAwg 0 SCALE -AS NOTED 11 0 15€ET602 1 a UI J� FLORIDA ROCK iNDU5TRiE5, INC. CENTRAL FLORIDA D iVi510N P.O. BOX 547819 5109 CARDER ROAD 'LeeORLANDO, FLORIDA 32:854-7819 ❑FFICEI (407) 2981-1900 DISPATCHI (407) 2991-7494 LINT®L and R39ISS DOOR H®AD®R D®SI(3NATION 8 — 20 S L — X Field Rebar qty. and size i I at top & bottom 1 I � I Nominal Width 0= 1 #5 Top, 0 bars Bot. Nominal Depth (5 — 1 #5 Top and Bot . ) I = ( 25 2 #5 Top and Bot.) S=Solid grout filled, U—Unfilled L=Lintel, R= Recess Door Header 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL 8-6UR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR '}4 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORPORATION P.O. Box 24567 Tampa, Florida 33623 Phone: 813-621-4641 8$$ PRECAST & PRESTRESSED U—LINTELS GRAVITY i ■ C RAVITY LOADS (1-#5 T. & B,) ■ m L Filled (2) 05 8'X8' Filled (1) *5 T 4 8 Filled (1) #5 T (2) #5 B A B C ❑ E F G G MARK8F8-0B No. MARK OVERALL CLEAR BF12-OB 8F16 -0B 8F20 -OB BF24-OB BF28-OB 8F32 -OB 8F8 -1B 8F12 -1B 8F16 -1B 8F20 -1B 8F24 -1B 8F28 -1B 8F32 -1B L-1 2'-10"(34") PRECAST 2302 3166 4473 NO, LENGTH (ft,) SPAN (ft.) 8-8UL 8-8SL5 8-12SL5 8-16SL5 8-20SL5 8-24SL5 8-28SL5 8-32SL5 11936 L-2 L-1 2'-10" 1'-6" 8105 12276 30339 30339 30339 30339 30339 30339 6039 7526 L-2 3'-6" 2'-2" 3542 5726 15629 21014 21014 21014 21014 21014 6384 7358 L-3 41-011 2'-8" 2488 4043 8564 14846 17079 17079 17079 17079 1913 2657 L-4 4'-6" 3'-2" 1915 3121 5676 10498 13732 14385 14385 14385 L-5 5'-4" (64") PRECAST 1184 4'-8" 3'-4" 1775 2896 5092 9445 12355 13653 13653 13653 6096 5400 L-5 5'-4" 4'-0" 1383 2260 3639 6551 8570 10594 11400 11400 3137 1459 2464 4144 5458 4437 5280 1 6122 L-7 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 L-8 O 767 L-6 5'-10" 4'-6" 1183 1934 2988 5144 6732 8323 9916 10127 5596 < 1 5047 L-10 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 CO 1212 1818 2544 3469 4030 3127 L-11 10'-6'(126") PRECAST 456 482 802 1125 915 U w L-7 6'-6" 5'-2" 991 1624 2416 4016 6609 8331 8820 8820 LO 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 CL 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 L-8 7'-6" 6'-2" 796 1305 1877 2964 4511 5797 6906 7391 1635 1224 1418 485 748 1 1076 1438 1855 2343 1 2920 L-15 141-01(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 L716 14'-8" (176") PRESTRESSEDN.R. 8'-0" 6'-8" 725 1188 1689 2620 3893 4935 5880 6826 1370 2045 2610 3185 3765 - L-17 15'-4" (184") PRESTRESSED NIR: INR NR__ NR NR NR NR NR 420 695 1250 _.1855 2370 2890 3410 L-18 17'-4' (208') PRESTRESSED NIR, NR NR NR L-9 8'-4" 7'-0" 684 1121 1584 2434 3570 4465 5320 6176 L-19 19'-4" (232")PRESTRESSEDNR NIRI NR NR NR NR NR NR -'240 400 750 1090 1400 1720 2030 L-21 21'-4" (256")PRESTRESSED f NIRI NR NR NR NR NR NR NR 183 L-10 9'-4" 8'-0" 584 956 1333 2003 2731 3377 4025 4673 cc NR NR NR NR 160 300 570 870 1250 1660 1970 L-22 O NIR, L-11 10'-6" 9'-2" 498 798 1078 1560 2044 2529 3014 3501 1030 1350 1610 LO L-12 11'-4" 10'-0" 450 737 1012 1479 2035 2709 3542 4386 12'-0" 10'-8" 418 684 937 1360 1857 2449 3166 3824 L-14 13'-4" 12'-0" NA 620 1200 1720 2180 -_ 2700 3200 3800 L-15 14'-0" 12'-8" NA 560 1100 1600 2100 2560 3000 3500 L-16 14'-8" 13'-4" NA 470 800 1400 2000 2400 2880 3340 n U) L-17 15'-4" 14'-0" NA 440 700 1300 1900 2300 2720 3160 Lu HN L-18 17'-4" 16'-0" NA 320 600 1000 1500 1800 2300 2640 LU L-19 19'-4" 18'-0" NA 250 420 660 1060 1500 1900 2300 L-21 21'-4" 20'-0" NA 190 340 620 960 1400 1800 2200 22'-0" 20'-8" NA 160 320 600 900 1300 1700 2000 L-22 24'-0" 22'-8" NA 130 280 480 750 1100 1400 1600 LINT®L and R39ISS DOOR H®AD®R D®SI(3NATION 8 — 20 S L — X Field Rebar qty. and size i I at top & bottom 1 I � I Nominal Width 0= 1 #5 Top, 0 bars Bot. Nominal Depth (5 — 1 #5 Top and Bot . ) I = ( 25 2 #5 Top and Bot.) S=Solid grout filled, U—Unfilled L=Lintel, R= Recess Door Header 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL 8-6UR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR '}4 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORPORATION P.O. Box 24567 Tampa, Florida 33623 Phone: 813-621-4641 8$$ PRECAST & PRESTRESSED U—LINTELS TYPE DESIGNATI❑N F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH -1 LQUANTITY OF #5 NOMINAL HEIGHT-]REBAR AT TOP J I— � L7 U W U = ¢ : J 00 ¢ \ H Ln I El LOZ ft 110 GRAVITY i ■ Mark No. ■ m L Filled (2) 05 8'X8' Filled (1) *5 T 4 8 Filled (1) #5 T (2) #5 B Filled (2) *5 T 4 5 A B C B E F G MARK8F8-0B No. LENGTH TYPE 8U8 2'-10' BF12-OB 8F16 -0B 8F20 -OB BF24-OB BF28-OB 8F32 -OB 8F8 -1B 8F12 -1B 8F16 -1B 8F20 -1B 8F24 -1B 8F28 -1B 8F32 -1B L-1 2'-10"(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 L-2 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 1 8630 9947 3166 4473 6039 7526 9004 10472 11936 L-3 4,- 0 C48) PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 1 11936 L-4 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 L-5 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 L-6 5'-10"(70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 1 6122 L-7 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 L-8 7'-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 1 5047 L-10 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 L-11 10'-6'(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 L-12 11'-4"(136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 35-9--Q-- 590_L-14 L-14 13'-4"(160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1 1076 1438 1855 2343 1 2920 L-15 141-01(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 L716 14'-8" (176") PRESTRESSEDN.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 - L-17 15'-4" (184") PRESTRESSED NIR: INR NR__ NR NR NR NR NR 420 695 1250 _.1855 2370 2890 3410 L-18 17'-4' (208') PRESTRESSED NIR, NR NR NR NR - ` -'=NR-_ �NRf NR 310 530 950 1400 1800 2200 1 2600 L-19 19'-4" (232")PRESTRESSEDNR NIRI NR NR NR NR NR NR -'240 400 750 1090 1400 1720 2030 L-21 21'-4" (256")PRESTRESSED f NIRI NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0"(264')PRESTRESSEDNR NIRI NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 L-22 24'-0'C288')PRESTRESSED NIR, NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 TYPE DESIGNATI❑N F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH -1 LQUANTITY OF #5 NOMINAL HEIGHT-]REBAR AT TOP J I— � L7 U W U = ¢ : J 00 ¢ \ H Ln I El LOZ ft 110 #5 REBAR ATTOP MIN: (l) REQ'D 1-1/2' CLEAR C.M:U: GROUT #5 REBAR AT BOTTOM ❑F LINTEL CAVITY BOTTOM REINFORCING 17-5/8'ACTUA PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WINDOWS, PORCH, 4 3,4RAGE DOORS iPRECAST LINTEL (8'X811 FILLED) PRECAST LiNTEL (8'X1(o' COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot i ■ Mark No. ■ m L Filled (2) 05 8'X8' Filled (1) *5 T 4 8 #5 REBAR ATTOP MIN: (l) REQ'D 1-1/2' CLEAR C.M:U: GROUT #5 REBAR AT BOTTOM ❑F LINTEL CAVITY BOTTOM REINFORCING 17-5/8'ACTUA PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WINDOWS, PORCH, 4 3,4RAGE DOORS iPRECAST LINTEL (8'X811 FILLED) PRECAST LiNTEL (8'X1(o' COMPOSITE) NOTE: Bold numbers represent precast lintels prestressed using (2) 1/16' Diameter Prestressing Strands. Total Allowable Superimposed Load - Pounds per Linear Foot Z 4800 PSI CCNC. FILL Mark No. Clear Span Lintel Size Filled (i) 05 8'x8' Filled (2) 05 8'X8' Filled (1) *5 T 4 8 Filled (1) #5 T (2) #5 B Filled (2) *5 T 4 5 I 0 +' A LL C I� PAST SEND. CT711J L-1 i'-6' 2'-10' 1845 8122 12314 12591 12861 L-2 21-21 3' - 6' 5413 5604 8488 8680 8811 L-3 2'-8' 4'-0' 4383 4538 6868 1023 7178 L-4 3'-2' 4'-6' 3686 3811 5112 5902 6033 L-5 4'-0' 5'-4' 2906 3010 4546 4649 4153 L-6 4'-6' 5'-10' 2511 2669 4028 4120 4212 L-1 5'-2' 6'-6' 2161 2245 3382 3460 3538 L-8 6'-2' 1'-6' 1865 1932 2906 2915 3042 L-9 1'-0' 8'-4' 1636 1696 2548 2601 2666 L-10 8'-0' 9'-4' 1425 1416 2215 2261 2319 L-11 S1-21 10' -6' 1236 1281 1918 1936 2009 L-12 101-01 ll' -4' 1128 1110 1149 1190 1832 L-13 ]1'-2' 12'- ro 1004 1042 1554 1591 1628 L-14 12'-0' 13'-4' 931 933 1438 1413 1501 L-15 12'-8m 14' - 0' 183 184 1356 1389 1421 L-16 13'-4' _ 14'-8' 160 165 1395 1448 1512 L-11 14'-0" 15'-4' 681 681 1326 1316 1431 L-18 16'-0' 11'-4' - _ 521 523 1153 1191 1250 L -19 161-011 Is' -41 406 406 1019 1051 1104 L-20-- - 18'-8' 20'-0' 316 311 980 1011 1063 L-21 201-011 21'-41 302 303 880 913 954 L-22 22'-8' 24'-011 231 239 140 115 801 NOTE: Bold numbers represent precast lintels prestressed using (2) 1/16' Diameter Prestressing Strands. dt m INR LA -IN 1 IMLIYC COMP051TE LINTEL 5ECTION CONCRETE DLOCK V4OCK-OUT' GOURDE lP' M - 1750 "U CELLS AND 'U' LINTEL FILLED UVCONGRETE PLACED IN FiELD (25 00 PSIJ 'U' LINTELS A6 6HOUN IN FIGURES NO. I OR NO. 2 (1) 5 5AR CONTINUOUS � m z U, �w Qin WNW Ai- diV3Z W 1n 4 F e wy 1Z W Z 4800 PSI CCNC. FILL - 1 I H (CONCRETE PLACED IN FIELD) 1 II DRAWINCs NAME: I (n 15' 15' STD leo' HOOK • EACH END OF I 0 +' STIM% P W/2 1/2' LEG EXTENSION LL I I� PAST SEND. CT711J II � (P ZX TOP LEG EAR: CD SII O _ 1 3/9' EIAR. EACH LEG co o CO I� 1 a 1/32' STiI;MM • 4' 10 m2 00 (TIED OR WELDED) 0C-) 1 r-11 O - Y Cal= ch ' 50TTOM STEEL - SEE SCHEDULE I P—" � i r� NOTE: LWL- t .'t om' 1.15' 15' 1. MINIMUM COVERAGE OF STEEL - 15' 'A' 5AR MIN. 7625' MIP. �_-ro� 2. GONGRE?E STsSWaTH AT WLEASE - 3A00 MI TYPICAL LINTEL 5ECTION PRECAST CONCRETE dt m INR LA -IN 1 IMLIYC COMP051TE LINTEL 5ECTION CONCRETE DLOCK V4OCK-OUT' GOURDE lP' M - 1750 "U CELLS AND 'U' LINTEL FILLED UVCONGRETE PLACED IN FiELD (25 00 PSIJ 'U' LINTELS A6 6HOUN IN FIGURES NO. I OR NO. 2 (1) 5 5AR CONTINUOUS � m z U, �w Qin WNW Ai- diV3Z W 1n 4 F e wy 1Z W Z ICS - 1 I H �� 1 II DRAWINCs NAME: I (n m > U I 0 1 SCALE:AS NOTED Iw LL I� II � (P ZX a CD SII O _ a co o CO I� NI 10 00 0C-) 1 r-11 O Y Cal= ch I P—" � _ TGO r� LWL- lu Q) i1 Z Z LU � o Ca Lu Q II a " Q y- �eell Q VI J U W Z � - 1 I H Q 1 II DRAWINCs NAME: I I o U I 0 1 SCALE:AS NOTED Xz a (P ZX a II ;-.4U lollN r� -ate �_-ro� lu Q) i1 Z Z LU � o Ca Lu Q II a " Q y- �eell Q VI J U W Z � � u I H Q 1 II DRAWINCs NAME: I W U 0 1 SCALE:AS NOTED Xz a (P ZX a m lu Q) i1 Z Z LU � o Ca Lu Q II a " Q y- �eell Q VI J U Dw,N: JAC cHKD: JAC c)mN: VT APvD:JAC W a I III REVISION DATE 1 12/04/02-00:20 H Q 1 II DRAWINCs NAME: 1 1 w a U 0 Dw,N: JAC cHKD: JAC c)mN: VT APvD:JAC 1 [a OP- Uro I III REVISION DATE 1 12/04/02-00:20 1 DATE OF DWG:1/15/02 II 1 II DRAWINCs NAME: 1 1 w 1 Lot 4 - Block Gdwg 1 0 1 SCALE:AS NOTED �� 0 SH r i a a V' 7"parros, P.E. 1 A DEC 04 2002 Florida License #'53989