The URL can be used to link to this page

559 Valencia St 10-733 AdditionApplication No. Job Address. V'7-�'t C C '4 C' vr� ?E- 1. -o 10 0 CITY OF SANFORD BUILDING & FIRE PREVENTIO� PERMIT APPLICAT7N C Documented Construction Value: $ Historic District: Yes El Ndd-- Parcel Description of Work - Plan Review Contact Person: V--74 'Fitle: Phone, yo -1 6C-1 6(�(- Fax: Ifo- X5 - F-1 -1 . E-mail: V Name I NCT Phone: L/�j( Street: \j Resident of property? r k/ (7d City, State Zip: Contractor Information "I /k 1-C, e I S Name () AaYN U Street: 2-1 3( S Tc- Fax✓- City'statezip: State License No.- GC, S.- Name: Street: city, St, Zip: Bonding Company: Address: Building Permit Architect/Engineer Information Phone: -(0 Fax: E-mail: Mortgage Lender: Address: I 'n Square Footage: kKq Construction Type: No. of Dwelling Units: Flood Zone: Electrical 0 New Service - No. of AMPS - Mechanical 0 (DUCt layout required for new systems) No. of Stories: Plumbing 171 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: q, I DRAWING INDEX: SHEET Kj[]MBER'' CS COVER SHEET /N(]TE��\ \ / SHEET NUMBER: 01 FOUNDATION/FLOOR PLANS SHEET NUMBER: 02 ELECTRICAL PLAN/ELEVATIONS SHEET hJ[1kXRER: 03 DETAILS SHEET NUMBER: 04 D ETAI LS SHEET NUMBER: 05 DETAILS SHEET NUMBER: 06 LI NTF[S FLORIDA DESIGN CRITERIA: BUILDING DATA: FLORIDA BUILDING CODE 2007: RESIDENTIAL VVUH 2009 SUPPUMENT3 FLORIDA BUILDING CODE 200/: PLUMBING WITH 2009 5UPPUMENT3 FLORIDA 8U|LU|NC CODE 2007: MECHANICAL VVUH 2009 SUPPL|MENTS FLORIDA BUILDING CODE 2007: FULL GAS WITH 2008 SUPPL|MENTS NATIONAL ELECTRICAL CODE 2005 STRUCTURAL DESIGN PARAMETERS: ASCE 7-05; ACI 318-05; ACI 630.1-05; NDS 2005 WOOD FRAMING INSPECTION: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH—INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTED THE FRAMING INSPECTION. (FRC 2007, SEC. R1DQ.3) TERMITE TREATMENT: TUE BUILDING AND PATO SLAB HAVE REC|EVEU A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE YYUH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. (FRC 2007, SEC. N320) CLASS |F|CAT|ON: J BORA CARE: TERMITE TREATMENT: OCCUPANCY: [RESIDENTIAL DESIGNED WIND SPEED: THE BUILDING HAS REC|EVED A COMPLETE TREATMENT FOR THE PREVENTION OF BUILDING DESIGN: ENCLOSED 120 MPH —3 SEC. GUST SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND (FRC 2007. R301.2.1.3\ LAWS OF TUE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. EXPOSURE O (FRC 2007' SEC. R320.1.8) INTERNAL PRESSURE COEFFICIENT: Qcpi = f/— 0.18 -HEIGHT LIMITS: EXTERIOR WINDOWS AND CLASS DOORS IMPORTANCE FACTOR' 1 O NUMBER STORIES: ONE STORY EXTERIOR WINDOWS AND CLASS DOORS SHALL BE TESTED BY AN APPROVED ' ' BUILDING MEAN HEIGHT: 15 ' INDEPENDENT TESTING LABORATORY AND SHALL BE LABELED WITH AN APPROVED ATTN: RESIDENTIAL BUILDING DEPARTMENT: FEE[ MAX. LABEL (FHC 2007. SEC. R613) SHOULD YOU HAVE ANY QUESTIONS, SEE MANUFACTURER'S DETAIL SHEETS FOR DESIGN CRITERIA AND INSTALLATIONPLEASE FEEL FRE[ TO CONTACT THE STRUCTRUAL ENGINEER, TOMAS PONCE AT METHODS. 407-484-0037. WINDBOURNE DEBRIS REGIONS ROOF LOADS: TOTAL SQUARE FEET OF WINDOWS IN BUILDINGS LOCATED IN WIND—BOURNE DEBRIS REGIONS SHALL HAVE |0P CORD LIVE LOAD — 20 ADDTION: GLAZED OPENINGS PROTECTED FROM WIND—BOURNE DEBRIS.GLAZED OPENING TOP CORD DEAD LOAD — 7 PROTECTION FOR WIND—BOURNE DEBRIS SHALL MEET TUE REQUIREMENTS OF THE BUTTOM CURD LIVE LOAD — O A/C LIVING, 444 6�. �[� LARGE �|S8LE TEST OF ASTM E 10QG AND 0F ASTM E 18�8 8STU 12 ANS|/DASMA BOTTOM CORD DEAD LOAD — 10 ' ' ' ' 115 /FOR GARAGE DOORS) OR l7\32O1 2O2 AND 2O5 CONIC. LANDING �2 SQ FT ` / ' ' *10 pSF BOTTOM LIVE LOAD APPLIED NONCONCURRENT ' � � (FRC 200/. SEC. R301.2.1.2) TOTAL: 456 SQ. FT. GENERAL SUB—CONTRACTOR NOTES: a- ELECTH|CAL: AS PER SECTION 105.3.1.2 OF THE FLORIDA BUILDING CODE 2007. ANY ELECTRICAL DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH REQUIRES AN AGGREGATE SERVICE CAPACITY OF 800 AMPS ON MORE ON A RESIDENTIAL ELECTRICAL SYSTEM OR 800 AMPS OR MORE FOR A COMMERCIAL OR INDUSTRIAL ELECTRICAL SYSTEM OR COST MORE THAN $50'000 SHALL BE PREPARED AND SIGNED AND SEALED BY AN ELECTRICAL ENGINEER REGISTERED UNDER CHAPTER 471 OF FLORIDA STATUES. ANY SYSTEM WHICH FALL BELOW THESE REQUIREMENTS SHALL BE PREPARED BY AN ELECTRICAL CONTRACTOR. ALL ELECTRICAL DOCUMENTS 8c DESIGNS SHALL BE IN ACCORDANCE WITH NEC 2005. PLUMBING: AS PER SECTION 105.3.1.2 OF TUE FLORIDA BUILDING CODE 2007' ANY PLUMBING DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH REQUIRES A PLUMBING SYSTEM WITH MORE THAN 250 FIXTURE UNITS OR COS[ MORE THAN $50.000 3UAU- BE PREPARED AND SIGNED AND 3FAiED BY A MECHANICAL ENGINEER REGISTERED UNDER CHAPTER 471 OF FLORIDA STATUES. ANY SYSTEM WHICH FALL BELOW THESE REQUIREMENTS SHALL BE PREPARED BY A PLUMBING CONTRACTOR. ALL PLUMBING DOCUMENTS AND DESIGNS SHALL BE IN ACCORDANCE WITH FBC 2007 WITH PLUMBING 2009 SUPPLEMENTS. HVAC: AS PER SECTION 105.3.1.2 OF THE FLORIDA 8U|LD|NC CODE 2007, ANY HVAC DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH REQUIRES MORE THAN A 15—TON PER SYSTEM CAPACITY WHICH IS DESIGNED TO ACCOMMODATE 100 OR MORE PERSONS OR COST MORE THAN $50.000 SHALL BE PREPARED AND SIGNED AND SEALED BY A MECHANICAL ENGINEER REGISTERED UNDER CHAPTER 471 OF FLORIDA STATUES. ANY SYSTEM WHICH FALLS BELOW THESE REQUIREMENTS SHALL BE PREPARED BY A HW\C CONTRACTOR. ALL MECHANICAL DOCUMENTS AND DESIGNS SHALL BE IN ACCORDANCE WITH FBC 2007 VVUH MECHANICAL 2000 SUPPLEMENTS, IT IS ANIORTAINK )HAT THE CLIENT AND CONTRACTOR D�AMINE THE THE DRAWINGS AND DOCUMENTATION IN DETAIL. If SHALL BE THE FINAL RESPONSIBILITY OF THE CONTRACTOR TO RMEW THE PLANS FOR ACCURACY AND COMPLIANCE WITH REGULATORY AGENCIES. IT is cusromARY AND ORDINARY NOT TO INCLUDE DETAILS WELL WITHIN THE KNOWLEDGE OF LICENSED CONTRACfOR. IV N ECESSARY, FURTHER CLARIFICATION OF THESE PLANS SHOULD BE ACHIEW-D BEFORE SIGNING THE CONSTRUCTION CONTRACT AND OBTAINING A BUILDING PERMir. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIUILHY FOR fHE CONSTRCUTION IN QUESTION. METHODS OF GUNSIRLICION SHALL HE DETERMINED BY THF CONTRACTOR. SEE DETAIL "B'° ON SHEET 03 FOR FOOTER CONNECTION INSTRUCTIONS EXISTING HOME SLAB SEE DETAIL "B" ON SHEET 03 FOR FOOTER CONNECTION INSTRUCTIONS 4'-0" CONC. l'-4" LANDING �,'-89' 1 2'-8" FOUNDATION PLAN SCALE, Y 99— 1 9-099 5'-0" 5'-4" I — — [_j =0 A 1 To 3 o 0 ao ecu ADDITION SLAB I TO MATCH ff) EXISTING HOME SLAB ELEVATION A 3 O I �o 7'-0" 1 3'-8,9 0 3 Z °0 I 0 n F- 79-49, 0 GENERAL FOUNDATION NOTES: ALL FOOTING REBAR SHALL BE CONTINUOUS (2) #5 BARS GRADE 40 STEEL w/ 3" MIN. COVERAGE, U.N.O. ALL VERTICAL REBAR, DOWN REBAR, DOWEL REBAR, AND BOND BEAM REINFORCEMENT SHALL BE #5 BARS ASTM A615 GRADE 40 STEEL. PLUMBING PASSING UNDER OR THROUGH A FOOTING SHALL BE ENCASED IN A PIPE TWO (2) SIZES LARGER THAN THE PLUMBING PIPE. ll = INCIDATES FILLED CELL w/ REBAR. ALL CONCRETE GROUTED CELLS FILLED w/ 3000 psi CONCRETE SHALL BE CLEAR UNOBSTRUCTED CONTINOUS 3"x3" MIN. CELLS w/ (1) #5 BAR GRADE 40 STEEL TIED AT FOOTING LINTEL STEEL. PROVIDE INSPECTION HOLE AT BOTTOM OF GROUTED CELL STACK. TYPICAL CONCRETE SLAB: 3)/2" DEEP POURED 2500 psi CONCRETE SLAB w/ 6x6 10/ WIRE OR FIBER MESH ON VISQUEEN VAPOR BARRIER w/ ALL JOINTS TAPED OVER CLEAN COMPACTED (2000 psf MIN.) TERMITE TREATED FILL. SQUARE FOOTAGE A/C LIVING SPACE: 444 SQ. FT. CONC. LANDING: 12 SQ. FF. TOTAL: 455 SQ. FT. OPENING PRESSURES 4 5 +28.1/-30.5 +28.1/-37.6 ]f 2'-099 2'-O" SEE DETAIL "B'° ON SHEET 03 FOR 2�_ ,f 10'-8" WALL CONNECTION INSTRUCTIONS 2868 2030 Lz I 5,- AYRO 4'�<I�1 UTILI I TO„POOR EXISTING WINDOW _ I N MAST TO BE FRAMED IN o0 ire Bkl_fx�s WITH 2x FRAMING cv 8'-0” CEILING TILE FLOOR EXISTING BEDROOM I cel HALLWAY 8'-0°' 5068 2668 CEILINFG BI -FOLD POCKET CARPET - L 5'-0°' ®2'-6'° 2'-8� o 0 19-899 I 3°-6" 13'-10" 00 NEW MASTER 00 BEDROOM 1 8'-0" CEILING C° EXISTING LIVING CARPET FLR ROOM 2868 SEE DETAIL "B" ON - -4- SHEET 03 FOR Q �) WALL CONNECTION INSTRUCTIONS Ll I I 3040 I I L 3'-0" L 9'-4" 7'-4" ,3'-0" FLOOR PLAN 18'- SCALE. )/4'— ,I 9-099 U GENERAL FLOOR PLAN NOTES: ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS. EXTERIOR WALLS TO BE 7 s/8" ASTM C90 CONCRETE BLOCK f'm=1500psi w/ ASTM C270 S MOTAR. P.T. FURRING STRIPS IN A/C AREA, TOTAL WIDTH = 8%8" EXTERIOR OPENING DIMENSIONS ARE TO FACE OF MANSORY OPENING. INTERIOR BEARING WALLS TO BE 2x4 #2 SYP WOOD FRAME WALLS w/ STUDS @ 16" O.C. INTERIOR NON -LOAD BEARING WALLS TO BE NOMINAL 35/8" MTL STUD OR 2x4 WOOD STUD. ALL WOOD NOT SEPERATED FROM AND/OR IN DIRECT CONTACT WITH CONCRETE OR MANSORY SHALL BE "PRESSURE TREATED WOOD." SEE LINTEL SHEET FOR LINTEL SIZES OVER WINDOWS AND DOORS. PRECAST LINTELS BY CAST -CRETE, PROVIDE SAFETY GLAZING AT: T=TEMPERED. ALL COMPOSITE BEAMS OVER WINDOW AND DOOR OPENINGS ARE TO BE 8" NOMINAL WIDTH AND 16" NOMINAL HEIGHT, U.N.O. THE '16" NOMINAL HEIGHT SHALL CONSIST OF AN 8" TOP COURSE (BOND BEAM BLOCK) FILLED w/ 3000 psi CONCRETE w/ (1) GRADE 40 CONTINOUS HORZ. #5 REBAR (OVERLAPPING AT ALL CORNERS A MIN. OF 25") AND AN 8" HIGH STRENGTH PRECAST LINTEL LOWER COURSE WHICH SHALL BE UNFILLED, U.N.O. FOR FILLED PRECAST LINTELS, USE 3000 psi CONCRETE w/ �/e" AGGREGATE. FOR REINFORCING PRECAST LINTELS, USE GRADE 40 REINFORCING STEEL. PROVIDE HEADER w/ (1) 2x4 JACK AND (1) 2x4 STUD (UNLESS OTHERWISE NOTED IN PLANS), EACH SIDE OF OPENING (NO STRAPPING REQUIRED, U.N.O.). HEADER TO BE #2 SYP. SEE PLAN FOR SIZE. PROVIDE SAFETY GLAZING AT: T=TEMPERED. ALL WINDOWS OVER BATH TUBS. ALL WINTHIN 24" OF A DOOR SWING. ALL SLIDING GLASS DOORS ALL FIXED GLASS LITES OVER 30 SQ. FT. ALL LITES WITHIN 18" OF THE FLOOR AND INDIVIDUAL PANE GREATER THAN 9 SQ. FT. ALL SHOWER ENCLOSURES. PROVIDE AFCIs (ARC -FAULT CIRCUIT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SEC. 210-12. NOTICE: THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSOR. IT IS IMPORTANT THAT THE CLIENT AND, CONTRACTOR EXAMINE THE THE DRAWINGS AND DOCUMENTATION IN DETAIL. IT SHALL HE THE FINAL RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE PLANS FOR ACCURACY AND COMPLIANCE WITH REGTORY TO INCLUDDETAILS ALL DRYWALL TO BE Y2" THICK U.N.O. WELL WITHIN THEN KNOWLEDGE OFIf ISTLICENSEU CONTRACRY AND TOR. IF NECESSARY, FURTHER CLARIFICATION OF THESE PLANS SHOULD BE ACHIEVED BEFORE SIGNING THE CONSTRUCTION CONTRACT AND OBTAINING A BUILDING PERMIT. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE CONSTRCUTION IN OUESHON. SC DOOR = MIN. 13/8" THICK SOLID CORE DOOR METHODS OF CONSTRUCTION SHALL UE DETERMINED BY "THE CONTRACTOR. Lv � c� <OWT U0az<,z p c I— - 9Pz , I— zI© V)-` 0v)wmw�vi �o -otr nZ Ld zz Q I U)T_'v) ��c'] ULvyW LLIw-L2zzm�o t�� 3.�LjLd<C�EJ LLI c.) < No mJp? <C W p N NrLLT>mw LLT m ff c� <C < I— ff]- wc»s_J-w -�1— QXOVOCI— U)g =1� wl p 0L,J�zLdV)0 �G =_j c) z Cl—wLi D w II Oov) � Q- I- d - Le 0 J L� L.I Lv W v m U w m J _J m ao N I TAT 0 h I T` 0 I Date. 12-17-09 1 TOMAS PONCE P.E. FL P.E. #50068 367 MEDALLION PL. CHULUOTA, FL 32766 407-484-0037 0,1 Z 0 n F- 0 0 Z < ` u LL Z 0 W < < W > 0 c� II LL_ �7 LL_ 6D Z _7) 0 Ln < 0 u Ln U) LI_ � Q- I- d - Le 0 J L� L.I Lv W v m U w m J _J m ao N I TAT 0 h I T` 0 I Date. 12-17-09 1 TOMAS PONCE P.E. FL P.E. #50068 367 MEDALLION PL. CHULUOTA, FL 32766 407-484-0037 0,1 E L E CT R C P LA NTO ELECTRIC GENERAL ELECTRICAL PLAN SERVICE PANEL NOTES: SCALE: 4'=V-0 9_099 'FI/WP n' BURGUNDY GRC12 CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS o UL467 HIGH MAY CHANGE ACTUAL INSTALLATION, 11 STRENGTH GROUND ROD PROVIDE AFCIs (ARC -FAULT CIRCUIT INTERRUPTERS) IN Li 24 CLAMP OR EQUAL ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210.1.2 c 3X" C0NC. v co SLAB SMOKE DETECTORS ARE INSTALLED PER MFG. 3" MIN. CONCRETE _ INSTRUCTIONS AND NFPA 72, ALL DEVICES SHALL BE I COVER � REBAR INTERCONNECTED WITH BATTERY BACK-UP. mo m QE CONC. FOUNDATION, #4 REBAR LAP FOR INSTALLATION OF GROUND ROD, SEE TYP. CONC. y — GFI/WP SEE FOUNDATION HORIZONALLY ENCASED ELECTRODE DETAIL. PLAN. MIN. 15" STEEL WIRE TIE REBAR J Fn G TYP. CONC. ENCASED Do SCALE J/2"=1'-0" ELECTRODE T I; O NEW MASTER BEDROOM rI. 0 MM N_/ ELECTRICAL SYMBOL LEGEND: w �< CARBON DETECTOR N_/ ¢p I <t wz SD CFI/WP I> SMOKE/ STANDARD 240V OUTLET 0: vu- v �uj C> S.1% PRE -WIRE FOR CEILING FAN SD 240V = c)W�� OL, Q Jp PH STANDARD PHONE JACK z l V) U) � rj RECESSED CAN LIGHT PH op v)�©�0o.z / CEILING LIGHT FIXTURE FIXTURE 2zanCSWJwU, / caw o= LLLTw STANDARD 120V OUTLET U) =�ow=© SWITCH ww\wzzm~p c�Lr ww<Czc� wv (f)crI-C7 -mJ0� 120V GFI AND/OR WATER '� a�m>°-w� D MULTI -MEDIA STATION GFI/WP w ��I `t�l MM PROOF OUTLET cCws woa=-J—w DI_ pwU) Jew 0 V) C) In 0- (If ©x0Gc) 1— U) Z r` C) Z EwOZU)Ls' U7G) U)pJCS,-Z:E-ww EE 5(A II oL=v)oU) I -4r m<t�o-10� ARCHITECTURAL SHINGLES TO MATCH z EXISTING HOME _ 0 < Lij � Y o Z < W z o m < LL STUCCO 0000 0 CL J COVERED BLK wo I— Ld >, TYP. O I [] U o W W > 0 E— LL_ LL- U FRONT E EVAT O EXISTING HOUSE END - 0) ? W (2) OFF RIDGE — Ln < 1 VENTS CJ LO U) W SCALE: %"=1 -099 GENERAL ELEVATION NOTES: Date. '12-17-09 1. STUCCO FINISH SHALL COMPLY WITH THE LAP SIDING ON REQUIREMENTS OF ASTM C926 AND C"1063. ARCHITECTURAL eff f N D SHINGLES TO MATCH 2. SAVE AND GABLE OVERHANGS 16" ALUM. EXISTING HOME FASCIA AND SOFFITS. PLUMB CUT WITH LEVEL RETURNS. 3_ STUCCO THICKNESS A MIN. OF %" OVER 1 LATH/FRAME AND X' OVER BLOCK. TYP. 4. STUCCO INSTALLED OVER PAPER -BACKED STUCCO LATH AND HOUSEWRAP @ ALL EXTERIOR STUCCO WOOD FRAME CONSTRUCTION, COVERED BLKTOMAS ONCE P.E. TYP COVERED BLK FL P.E. #50068 TYP. I 367 MEDALLION PL. CHULUOTA, FL 32766 NOTICE: 407-484-0037 R IS IMPORTANT THAT THE CLIENT AND CONTRACTOR EMUNE THE THE DRAWINGS --- --- ' AND DOCUMENTATION IN UETNL. If SHALE DE THE FINAL RESPON5I0ILHY CF ME CONTRACTOR TO REVIEW THE PLANS FOR ACCURACY AND COMPLIANCE WITH RIGHT L E VAT 0 N REAR ELEVATION REGULATORY AGENCIES. IT IS S CUSTOMARY AND ACHIEVED NOT TU INCLUDE DETAILS EXISTING HOUSE END WELL WITHIN THE CNOWLEDGE OF LICENSED CONTRACfOR. IF NECESSARY, FURTHER CLARIFICATION OF THESE PLANS SHOULD BE ACHIEVED UEFORE SIGNING THE CONSTRUCTION CONTRACT AND OBTAINING A BUILDING PERMIT. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIBILITY FOR IHE CONSTRCUEON IN QUESTION. 02 METHODS OF CONSTRUCTION SHALL UE UEfERMINED BY THE CONTRACTOR. 2 .3 0 05 0 0 11 12 13 15 06 17 0 19 M HURRICANE CLIP SCHEDULE PRODUCT CODE DESCRIPTION FASTENERS UPLIFT LATERAL LOADS FLOOR ROOF FI F2 USP FITA20 TRUSS ANCHOR 16-10dxlX" 1890 245 330 40) BE 2—USP HTA20 TRUSS ANCHOR 16-10dx%" EACH 2375 490 660 2—USP HTA20 TRUSS ANCHOR16-10dxl)'2" EACH 2750 490 660 SIMPSON MGT TRUSS ANCHOR CMU TIE BEAM TRUSS 3965 %" DIA. A.B. 22-10d SIMPSON FIGT-2 TRUSS ANCHOR CMU TIE BEAM TRUSS 10980 34" DIA. A.B. 8-10d SIMPSON NGT --3 TRUSS ANCHOR CMU TIE BEAM TRUSS 9035 Y4 " DIA. A.B. 8-10d SIMPSON MTT28B -TRUSS ANCHOR CMU TIE BEAM TRUSS 4455 %" DIA. A.B. 24-16d USP vicio TRUSS ANCHOR TOP PLATE TRUSS 1240 905 500 9-10d 9-1 Qdx%" USP HC10-2 TRUSS ANCHOR TOP PLATE TRUSS 1375 810 615 10-10d EACH 10-10d EACH SIMPSON MSTA36 STRAP 'TIE 26-10d 2135 (2)SIMPSON MSTA36 STRAP 'TIES 26-10d x 2 4270 SIMPSON MST37 STRAP TIES 42-16d 3815 SIMPSON MST60 TWISTED STRAP 56-16d 5800 SIMPSON LUS28 TRUSS HANGER HEADER JOIST 935 890 1115 6-10d 4-10d SIMPSON HUS28 TRUSS HANGER HEADER JOIST 2000 2580 2745 22-16d 8-16d SIMPSON SPI CLIP STUD PLATE 585 6-10d 4-10d SIMPSON SP2 CLIP STUD PLATE 1065 5—10d 5-10d SIMPSON SP4 CLIP STUD PLATE 885 6-1 0dx1)e2" SIMPSON RSP4 CLIP STUD PLATE 315 4-8dx1),2"' 4-8dxl)�" SIMPSON LSTA12 STRAP TIES 10-10d 565 905 SIMPSON LSTA30 TWISTED STRAP 22-10d 1255 1715 SIMPSON HTS20 TWISTED STRAP 20-16d 1450 SIMPSON HD8A HOLDDOWN CMU TRUSS 7460 W ANCHOR 3-7/d"x3X" BOLTS SIMPSON FITT22 HOLDDOWN WAU TRUSS 5260 %" ANCHOR 32-16d SINKERS OULI NOTE: ROOF TRUSSES TO C.M.U. USE (D UNLESS NOTED OTHERWISE ROOF TRUSSES TO FRAME USE @ UNLESS NO -FED OTHERWISE Z 715; In In CN FILLED CELL (3000 psi CONC.) wl (1)'#5 REBAR, VERT. #5 REBAR w/ 25" LAP AND 6" MIN. EMBEDMENT T/ 1st FI -R SLAB MISSED DOWN ROD REPAIR SCALE: )/2"= 1 '-0" ONE PLY TRUS4 TWO PLY TRUSS EXIST LTP4 A35 LSTA18 NOTE: X 2X P PLATE TO BE ATTACHED C 1 a HC / %"gXQAmCHOR BOLTS @ 24" O.C. ALLW IN C;..TI",:T WITH ALL W DOD IN CONTACT WITH CONCRETE SHALL BE PT LUMBER CAREE BRACING DETAIL SCALE: NTS r-\/1 r1-rI % If% MI 1'\f1I1 IA/AI I NEW BLK ATTACHMENT TO EXII-STING ELK WALL SCALE: %"=1'-0" Ln ('4 1=5 TYP.FTNG @ OUTSIDE CRNR ROD 16" LONG IBEDDED 8" DEEP IN 'ERY 3RD NEW BLOCK ID POUR SOLID. EMBED TO EXISTING SOLID )URED BLOCK 8" DEEP -ALED WITH EPDXY. ) #5 RODS '16" LONG IBEDDED 8" DEEP IN ISTING FOUNDATION 'ALED WITH EPDXY. NEW UNDATION TO BE )URED OVER EXPOSED )DS. SCALE 1"= 1,-0" GROUTED CELL wl (1) #5 REBAR (1)#5 REBAR FULL HGT. IN FILLED CELL P.T. FURRING (A/C AREA ONLY) 8" CONIC. 13LK #b REBAR w/ STD. z HOOK 3)/2" CONIC. Lo SLAB eN0 LcU 0 0 1 11 (2) #5 REBAR 16 L WITH MIN. Y OF COVERAGE SIDESALL r#5 CORNER BAR ALL LAPS 25" MIN. TYPICAL BOND BEAM @ CORNER 5' 11 HIP END ROOF EDGE SCALE: X'=1'-0" 5' TYP. ROOF PLAN FOR GROUP 2 FRAMING LUMBER NAILING PATTERN: ZONE #1 = Bd STANDARD HOOK '12" O.C. FIELD 8e 6" O.C. EDGE. ZONE #2 = 8d 8" CONIC. BOND BEAM 6" O.C. EDGE & FIELD. ZONE #3 = 8d @ BLOCK w/ (1) #5 CABLE. REBAR, CONT. (GRADE 6" O.C. FIELD & EDGE. 40) FILLED CELL (3000 psi CONC.) wl (1)'#5 REBAR, VERT. #5 REBAR w/ 25" LAP AND 6" MIN. EMBEDMENT T/ 1st FI -R SLAB MISSED DOWN ROD REPAIR SCALE: )/2"= 1 '-0" ONE PLY TRUS4 TWO PLY TRUSS EXIST LTP4 A35 LSTA18 NOTE: X 2X P PLATE TO BE ATTACHED C 1 a HC / %"gXQAmCHOR BOLTS @ 24" O.C. ALLW IN C;..TI",:T WITH ALL W DOD IN CONTACT WITH CONCRETE SHALL BE PT LUMBER CAREE BRACING DETAIL SCALE: NTS r-\/1 r1-rI % If% MI 1'\f1I1 IA/AI I NEW BLK ATTACHMENT TO EXII-STING ELK WALL SCALE: %"=1'-0" Ln ('4 1=5 TYP.FTNG @ OUTSIDE CRNR ROD 16" LONG IBEDDED 8" DEEP IN 'ERY 3RD NEW BLOCK ID POUR SOLID. EMBED TO EXISTING SOLID )URED BLOCK 8" DEEP -ALED WITH EPDXY. ) #5 RODS '16" LONG IBEDDED 8" DEEP IN ISTING FOUNDATION 'ALED WITH EPDXY. NEW UNDATION TO BE )URED OVER EXPOSED )DS. SCALE 1"= 1,-0" GROUTED CELL wl (1) #5 REBAR (1)#5 REBAR FULL HGT. IN FILLED CELL P.T. FURRING (A/C AREA ONLY) 8" CONIC. 13LK #b REBAR w/ STD. z HOOK 3)/2" CONIC. Lo SLAB eN0 LcU 0 0 1 11 (2) #5 REBAR 16 L WITH MIN. Y OF COVERAGE SIDESALL r#5 CORNER BAR ALL LAPS 25" MIN. TYPICAL BOND BEAM @ CORNER 5' 11 HIP END ROOF EDGE SCALE: X'=1'-0" 5' TYP. ROOF PLAN FOR GROUP 2 FRAMING LUMBER NAILING PATTERN: ZONE #1 = Bd @ '12" O.C. FIELD 8e 6" O.C. EDGE. ZONE #2 = 8d 0 6" O.C. EDGE & FIELD. ZONE #3 = 8d @ 4" O.C. CABLE. 6" O.C. FIELD & EDGE. ALL NAILS TO BE RINGSHANK NAILS. NOTICE: IT IS IMPORTANT THAT 'FHE CLIENT AND CONIRACrOR EXAMINE THE THE DRAWINGS AND DOCUMENTAHON IN DETAIL. IT SHALL BE THE FINAL RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE PLANS FOR ACCURACY AND COMPLIANCE WITH REGULATORY AGENCIES. If IS CUSTOMARY AND ORDINARY NOT TO INCLUDE DETAILS WELL WITHIN THE KNOWLEDGE OF LICENSED CONTRACTOR. IF NECESSARY, FURTHER CLARIFICATION OF THESE PLANS SHOULD BE ACHIEVED BEFORE SIGNING THE CONSTRUCTION CUNHRACT AND OBTAINING A BUILDING PERMIT. OTHERWISE THE CONTRACTOR ASSUrJL5 RESPONSIBILITY FOR THE CONSTRCUTION IN QUESTION. METHODS OF CONSTRUCTION SHALL BE UFTERMINEU BY THE CONTRACTOR. 8" CONC. BLOCK VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION Y2" DRYWALL (DOTTED) Ix P.T. FURRING ° 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH �Y16NA4" TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN. 1Y4" EMBEDMENT, SEE WINDOW MANUF. FOR NUMBER OF TAPCONS REQUIRED WINDOW JAMBSTD-BLK SCALE: 3/4"=1'-0" Ix P.T. FURRING 8" CONC. LINTEL BLOCK w/ (`I)#5 REBAR, CONT. Y2" DRYWALL (DOTTED) HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS lx P.T. FURRING 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH 1/6"xA" TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN. 1Y4" EMBEDMENT, SEE WINDOW FOR NUMBER OF TAPCONS REQUIRED WINDOW HED-STD-BLK SCALE: 3/4"=1'-0" STD DOOR ELEVATION SCALE: 4/4"=V-0" -0" 8" CONIC. BLOCK ` VERT. REINFORCEMENT, SEE ,� FOUNDATION PLAN FOR LOCATION Y2" DRYWALL (DOTTED) Ix P.T. FURRING 1 x4 P.T. DOOR BUCK, ALIGN WITH INSIDE - FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN DOOR FRAME WITH 3/6"xA4" TAPCON THRU DOOR FRAME INTO BLOCK WITH MIN. 1Y4" EMBEDMENT, SEE DOOR MANUF. FOR NUMBER OF TAPCONS REQUIRED DOOR JAMB-STD-BLK SCALE: 3/4"=V-0" 8" CONC. LINTEL BLOCK w/ (1) #5 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS �C�i-1l1 J z11 1 x4 ADOW—\ BUCK 11 VERT. MULI ON AS REVD. II SEE FLAR PLAN I PRECAST SILL I W NDOW-S-IANDARDBLK SCALE: 3/4"=1 '-0" NOTICE: z n rr 0 U LL w w W U IS IMPORTANT THAT THE CUENT AND CONTRACTOR FMIINE THE 'THE DRAWINGS AND DOCUMENTATION IN DETAIL. IT SHALL BE 'RIE FINAL RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE PLANS FOR ACCURACY AND COMPLIANCE WITH REGULATORY ACENCIES. IT !S CUSTOMARY AND ORDINARY NOT TO INCLUDE DETAILS WELL WITHIN THE KNOWLEDGE OF LICENSED CONTRACTOR. IF NECESSARY, FURTHER CLARIFICATION OF THESE PLANS SHOULD BE ACHIEVED BEFORE SIGNING THE CONSTRUCTION CONTRACT AND OBTAINING A BUILDING PERMIT, OTHERWISE THE CONTRACTOR ASSUTIES RESPONSIBILITY FOR THE CONSTRCUTION IN QUESTION. MEIHOUS OF CONSTRUCTION SHALL BE DETERMINED BY THE CONTRACTOR. 8" BLOCK WALL ASSEMBLY 5)/2" METAL PAN FLASHING 3)�q'V/4" RECESS FULL— WIDTH OF DOOR ASSEMBLY A" GAP @ RECESS PROTECTED WRAP SILL SEALER TAPE UNDER THRESHOLD SILICONE CAULK BACK OF THRESHOLD TO PAN CONC. SLAB |\/\O[} F]AhJ FLASHING SCALE 3/°=1"-0" DOOR SCHEDULE DOOR TYPE ACTUAL SIZE ROUGH FRAME OPENING ROUCH BLOCK OPENING BUCK OPN'G SIZE EA. END SIZE EA. END EA. END .FOR PROPER FINISH OPENING IS DETERMINED BY ACTUAL SIZE + X" FOR HEIGHT FINISH OPENING 15 DETERMINED BY ACTUAL SIZE + Y2" FOR WIDTH O.S. OUTSWING I.S. INSWING MAX, JACKS @ HEADER STUDS @ STUDS @ OPN'G SIZE EA. END SIZE EA. END EA. END .FOR PROPER NAIL STUDS TOGETHER w/ 1 O NAILS S|7\CG' @ 12" O.C. MAX. SPACING SEE DOOR SCHEDULE: 3x HEADER, SEE FLOOR zU\N FOR PROPER S|ZE FRAMING, NAL �EADER TOGETHER w/ |Dd NAILS STAGG. (9 12" O.C. MAX. SPACING T/ 1 st FLOOR SLAB �T� U/1/l[} WD [O��[ NO UPLIFT D| |[T STD. L/. L/\ -/L/|\ --- VVL/ FRAME, ��L/ LJ[- |-|| | SCALE: N.T.S. FIBERGLASS SH|NCLES, ASTM U 225, ASTM U 3482, ASRM D 3161 MODEL #20YR CLASSIC AR, ATTACH 1Y^' 11-12 gm. m/ %^ HEAD ROOFING NAIL PER STRIP OR (21 PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES MANUFACTURED BY OYVENS CORNING � r -----2G go CALV. STEEL 4x4 L FLASHING OPEN BAFFEL PRE-ENGINEERED ROOF TRUSSES R-19 INSULATION Y° CEILING BOARD ROOF TRUSS ANCHORS' SEE HURRICANE CUP SCHEDULE 8^ CONC. LINTEL BLOCK m/ 85 REBAR w/ 5|U. HOOK, CONT. PRECAST LINTEL. SEE LINTEL SHEET FOR SIZE AND SPECS. WINDOW/DOOR. SEE MANUFACTURE SPECS FOR CONNECTION REOUIREMENTS AND DETAILS. PRECAST CONCRETE S|U_ )1" DRYWALL ON �Y" P.T. FURRING @ 24^ O.C. wf R-42 FOIL INSULATION 'AC SPACE ONLY' CONC. SLAB WOOD BASE plm #15 FELT PAPER (MIN), A3TM D 226 TYPE 1 OR ASTM D 4869 TYPE 1, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2" " OSB SHEATHING w/ 8d NAILS 4" O.C. EDGE 8c R^ O.C. FIELD, (3" O.C. @ GABLE END TRUSS) w/ 44._ F CLIPS ON PRE-ENGINEERED TRUSSES ALUM. FASCIA ON 2x4 SUB -FASCIA WKL DRIP EDGE �-STAPLE 30 TO SUB -FP ^~� 0 0" (3.C. 1Y^ S5 TRIM NAIL [HHU FASCIA SOFFIT INTO SUB -FASCIA 0> 48' O.C. VENTED SOFFIT AND F -CHANNEL w/ 13�`' / '" un T -NAIL /�|N�\ �� 16" z. . O.C. [J � U) EXTERIOR FINISH SEE ELEVATIONS QEBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL CONT. FROM FOOTING TO BOND BEAM | fK 5C|A " �~ 8 CONIC. BLOCK voll FINISH GRADE CONC. FOUNDATION SEE _- � 9OUNDAT0N PLAN - _ TYPICAL 1 S7 -O[)\/ BLOCK WALL S[-C7-|OKJ SCALL: 1k"~~|'-0" IT 15 IMPORTANT THAT THE CLIENT AND CONTRACTOR EIMIME THE -THE DRAWINGS AND DUCUMENfASION IN DETAIL. IT SHALL BE THE FINAL RESPONSIBILITY OF THE CONTRACTOR R) REVIEW THE PLANS FOR ACCURACY AND COMPLIANCE WITH REGULATORY AGENCIES. IT IS CUSTOMARY AND OHUINARY NOT To INCLUDE DETAILS WELL WITHIN THE KNOWLFUGE OF LICENSED CONTRACTOR. IF N ECESSARY. FURTHER CLARIFICATION OF ["ESE PLANS SHOULD BE ACHIEVED BEFORE SIGNING THE ON, R&CTOR ASSUMES RESPONSIBILITY FOR THE CONUIRCUHON IN QUESTION. METHODS OF CONSTRUCTION SHALL LIE DETERMINED BY THE CONTRACTOR. 8E8-1B/1T GENERAL NOTES 8E8-0B/1T 8RF14-1B/"1T 8E20-1B/1T 1. Provide full mortar bed and head joints. 2. Shore filVed lintels as required. 3. Installation of lintel must comply with the architectural and/or structural docurnents. 4. U -Lintels are manufactured with 5 1/2" long notches at the ends to accomodute vertical cell reinforcing and grouting. 5. Reference the CAST -CRETE Load Deflection Graph brochure for lintel deflection information. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cost -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load rating bused on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami -Dade County, Florida Nos. 03-0606.05 & 03-0605.04. Florida Certificate of Product Approval number FL158. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM 0-296 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) arid horizontal (lateral) loads should be checked for the combined loading with the following equation: Aoolied vertical load + �lpolied horizontal laud 51.0 Safe vertical load Safe horizontal load 13. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete rnrasonry above the lintel. See detail at below. m=1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE X1/2" CLR TYP U\\�(2) #5 REBAR CR40 or CR60 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED F- w QUANTITY OF #5 REBAR AT ¢ s FBOTTOM OF LINTEL CAVITY <<C ti? 81`1 6-1 B/T 102 L QUANTITY OF #5 r � REBAR AT TOP NOMINAL HEIGHT - NOMINAL WIDTH 8F16-1B/1T ^_.i tea,°'tz •a 8E24-1B/1T SAFE LOAD TABLE NOTES 1. All values based on rninirnum 4 inch nominal beuring. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less thun 6 1/2 inches. 2. N.R. = Not Rated 3. Safe loads are superimposed allowable lauds. 4. Safe loads bused on grade 40 or grade 60 field rebar. 5. One #7 rebar may be substituted for two #5 rebars in 8°' lintels only 6. The designer may evaluate concentrated loads from the safe load tables by culculating the maximum resisting moment and shear at d -away from face of support. 7. For composite lintel heights not shown, use safe load from next lower height shown. 8. For lintels lengths not shown, use safe load from next longest length shown 9. All safe loads in units of pounds per linear foot '10. All safe loads based on simply supported span. 11. The nurnber in the the parenthesis indicates the percent reduction for grade 40 field added rebar. Example 7'-6" lintel type 81`32-113 safe gravity load = 6472 MATERIALS 1. f'c 8" precast lintel = 3500 psi 2. f'c prestressed lintel = 6000 psi 3. Grout per ASTM 0476 f'g = 3000 psi w/ maximum 3/8 inch aggregate & 8 to 11 inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/rninimurn net area compressive strength = 1900 psi 5. Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM A416 grade 270 low relaxation 7. Mortar per ASTM C270 type M or S #5 REBAR AT TOP MIN. (1) REQ'D 11-1/2" CLEAR C.M.U. GROUT ® #5 REBAR AT BOTTOM ® OF LINTEL CAVITY I BOTTOM REINFORCING 7-5/8"ACTUALI PROVIDED IN LINTEL NONCE: JJY' (VARIES) 8I" NOMINAL WIDTH RIs Ih AND u( AIDE UPLIFT LOADS FOR 8"° PRECAST & PRESTRESSED 111-ILWEL SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81`8-06 81`12-00 8F16 -0B 8F20 -OB BF24-OB 81`28-013 8F32-00 81`8-1B 8F12 -1B 81`16-18 8F20 -1B 81`24-1B 8F28-113 81`32-1B 2"-10°' (34°') PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42"") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4"' (64°') PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(3x) 7342(10) 8733(18) 10127(1o) 5'-10" (70") PRECAST 1062 11105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036(10) 7181(10) 8328 (z0) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(,rl) 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2816 3302 752 1245 1843 2564 3486 4705(n) 6390 (47) 10'-6" (126„) PRECAST 475 535 890 1247 2093 2717 2163 2536 643 1052 1533 2093 2781 3643(38) 4754 (I5) 11 °-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 16B4 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 411 755 1075 1428 1838 2316 2883 471 755 '1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184) PRESTRESSEDR N.R.NR412 404 (2) NR NR NR NR NR NR 500 710 1250 1733 2058 2320 2513 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 536 950 1326 1609 1849 2047 19'-4"(232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 418 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0"(264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR I NR NR NR I NR j NR129 1 250 1 450 654 884 1 1092 1 1222 AIDE UPLIFT LOADS FOR 8"° PRECAST & PRESTRESSED 111-ILWEL SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH T�� 8RU6 8RF6-OB BRF10-00 BRF14-00 BRFIB-00 8RF22-00 8RF26-OB ORF30-08 8RF6-1B 8RF10-1B 8RF14-10 8131`18-113 8RF22-18 8RF26-10 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6e' (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(x4) 7917(19) 9311(10) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (1o) 8060(x0) 7402(19) 8706 (1o) 6'-8" (80") PRECAST /97 901 1825 3120 5048 7747 9448 7360 901 1825 3120 504B 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(19) 10893(48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 1 2253 1 3129 1 4150 5891 (v) AIDE UPLIFT LOADS FOR 8"° PRECAST & PRESTRESSED 111-ILWEL SAFE UPLIFT LOADS FOR 8°" PRECAST earl 2" RECESS DOOR U®lLINTELS SAFE LOAD 0 POUNDS PER LINEAR FOOT rYPE LENGTH BF8-1T 8F12 -1T 81`16-1r BF20-11 BF24-1T 8F28 -'IT 8F32 -1'f 81`8-2T 81`12-2T 81`16-2T 81`20-2f SF24-2T 81`28-2T 81`32 2T 2°-10" (34°") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3"-681 (42°') PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 662/ 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5°-4°' (64") PRECAST 1016 1632 2290 2949 3607 4265 49`24 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78" } PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90'°) PRECAST T-27 (23) 1021 1634(12) 2102(H) 2571(lo) 3039(18) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 1 680 1133(15) 1471(15) 1811 o5) 2152(Io) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6"(126") PRECAST 530 552 914(15) 1'185(15) 1458(15) 1732(15) 2007 (z) 530 686 1183 1526 1865 2204 2544 11'-4"(136") PRECAST 474 485 798(15) 1034 (n) 1212(15) 1510(15) 1749 (15) 494 599 1028 1422 1738 2053 2369 12'-U"' (144"} PRECAST 470 (9) 441 723 (m) 936 (14) 1151 (n) 1366(15) 1582 (w) 470 543 928 1349 1649 1948 2247 " 13r -4" (160) PRECAST 418 (15) 373 606 (14) 783 (14) 962 (14) 1141(14) 1321 (14) 428 455 770 1145 1444 1718 1993 14 -0 (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) 1218 (14j 410 420 709 1050 1434 (a) 1694 (a) 1954 (4 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (r4) 1129(14) 246 390 655 968 1324 (a) 1625(11) 1874(11) 15'-4" (184") PRESTRESSED 224 302 485 (1x) 626 (13) 767 (13) 909 (13) 1052(13) 230 364 609 897 1224 (a) 1562(14) 1801 (14) 17'-4" (208") PRESTRESSED 187 255 404 (2) 520 (12) 637 (12) 754 (12) 872 (I2) 192 303 500 732 993 (a) 1268 (14) 1470 (14) 19' 4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (a) 1057(14) 1225 (m) 21'-4" (256°') PRESTRESSED 142 198 306 (1 T) 393 (11) 480 (H) 567 (H) 654 (,,1 142 230 369 531 713 (7) 903 (1x) 1046 (13) 22'-0" (264") PRESTRESSED 137 192 295 (18) 378 (11) 461 (1o) 545 (H) 629 (n) 137 221 354 508 1 681 (41 861 (13) 997 (13) 24'-0" (288") PRESTRESSED 124 175 267 (1o) 341 (io)j 416 (,q)I 491 (1o) 566 (I0) 124 200 316 450 600 C4 756 (12) 875 m SAFE UPLIFT LOADS FOR 8°" PRECAST earl 2" RECESS DOOR U®lLINTELS 14t� r e( �� I( �E,r,.� �+W1 r;.':d ^T,°�i j^Y,i�� ,u � ya v TEL DI __ T1�"11 a ,a "? s' ,fi )t1 a LINTEL N❑. SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ~` 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1 r 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2'r 8RF14-2T BRF18-2T 8RF22-2T 8RF26-21' BRF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54"') PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6' (90') PRECAST 506 797 1462 (a) 1952 (7) 2442 (o) 2931 (8) 3257 506 967 1482 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 (1a) 1301 (n) 1640(,5) 1980(18) 2322 (m) 395 589 1135 1514 1893 2272 2652 14t� r e( �� I( �E,r,.� �+W1 r;.':d ^T,°�i j^Y,i�� ,u � ya v TEL DI __ T1�"11 a ,a "? s' ,fi )t1 a LINTEL N❑. LENGTkI TYPE 4 COMMENTS LINTEL NO. LENGTH TYPE COMMENTS L1 4'-0" 8E16-6B/1T L2 47-0" 8F16-OB/1T < (� L3 47-077 8F16-0B/1T L4 3'-6" 8F16-OB/1T W Z W L5 47-0" 8F16-OB/1T U) ,NT THAT THE CUENr AND CONTRAC OR EXA0.41NE THE THE DRAWINGS MUM IN DETA)L. IT SHALL 13E TH FINAL RE5PON51UlLIfY OF THE TO REVIEW THE PLANS FOR ACCU Y AND COMPLIANCE WITH W1 w r vo_ Z L� U) J CJ < <t 0 1- <r. W S -5(f) CD m Ca w w 7) z >-- (D US-hoc:iozz�o <F-0- J1-<- wco zn�ry00(covi Y 0 0 z w U) � �T LLI 0 cn z i ©I U) Ld _j - �LNS0OWSL"a o� ��zm-Q Wof'o _M710 w W rY O. Q- F. of, W��=JLIT => 0LL_ U) JAW F 0 D(r)<Cp::�t U VI 0 (L fY 0 w0C)a I F- wr- cu • t z U) wF- zw(nci (nC) UrzsF-wW �? 5(n II b!:7wow I� I`r) _d L� 0 J LL. LJ w V) y TOMAS PONCE P.E. FL P.E. #50068 367 MEDALLION PL. CHULUOTA, FL 32766 407-484-0037 A�NCt 0 DINARY NOT TO INCLUDE DETAILS �� TFIE MNOWLEUCE OF aCENSEU CUN FL4CrOR. IF NECESSARY, FURTIIER OF THESE PLANS SHOULD EE ACH EYED DEFORE SIGNING THE "1 rnnu"Ar'T �osu_-oNrAloaNG�,a-sDr ING PERAIIT, UTI-EEr(WISE (FIE ASSUh9ES RESPONSIDILHY FUR THE CUNS(ItOUTIUN EN OUEST(UN. CONSTRUCTION SHALL UE UEFERMINEU BY THE CONTRACTOR. O F- < (� Z < U W Z W U) W < CC w > a LL LL_ � 0 Lo < Z U Lf) U) -1 I� I`r) _d L� 0 J LL. LJ w V) y TOMAS PONCE P.E. FL P.E. #50068 367 MEDALLION PL. CHULUOTA, FL 32766 407-484-0037 A�NCt 0 DINARY NOT TO INCLUDE DETAILS �� TFIE MNOWLEUCE OF aCENSEU CUN FL4CrOR. IF NECESSARY, FURTIIER OF THESE PLANS SHOULD EE ACH EYED DEFORE SIGNING THE "1 rnnu"Ar'T �osu_-oNrAloaNG�,a-sDr ING PERAIIT, UTI-EEr(WISE (FIE ASSUh9ES RESPONSIDILHY FUR THE CUNS(ItOUTIUN EN OUEST(UN. CONSTRUCTION SHALL UE UEFERMINEU BY THE CONTRACTOR.