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Home My WebLink About2412 Mellonville Ave #14-1072 - Storage BuildingApplication No: 111 -1040 - Job Address: Parcel Ill: y ( ((4,-- `� ( I Description of Work: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ /)-Ov 1J historic District: Yes ❑ N Plan Review Contact Person: Title: .( a//i/-r2—i1-1 Phone: ' � 2 '� ' ' "1 7� i�� Fax: ! 1�4= E-mail: Property Owner Information _ Name ` '� Phone: L/1) 3 zl - 2,o09 Street: �fCt �� Resident of property? l City, State Zip; /�� ( Contractor Information Rr)LP'31— Name � /� ° /�) —) i"l!1 ��1C. F Phone: �) r Street: 6 Ld Fax: City, State Zip. ,�i�/}—r ,/r�l, State License No.: (2% Ul0'734 (, Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: 7?0 (/0 E-mail: Bonding Company: Address: Mortgage Lender: _ Address: � PERMIT INFORMATION Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Construction Type: Flood Zone: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing El New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 0 NOTES TO BUILDER/CONTRACTOR: 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ON THE PLANS ALWAYS TAKE PRIfCEDENCE OVER SCALE OF DRAWINGS. 2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING FOOTINGS PRIOR TO FOUNDATION POUR. 3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE ABLE TO BUILD THE STRUCTURE SHOWN N THESE PAGES. HOWEVER, THESE PLANS ARE NOT TO BECONSIDERED A COMPLETE CONSTRUCTION INSTRUCTION M� NUAL, NOR A COMPLETE TREATISE ON THE APPLICABLE I CODES. 4. READ AND UNDERSTAND ALL DETAILS BEFOE COMMENCING CONSTRUCTION. MANY DETAILS REQUIRE DEVIATION FROM STANDARD BUILDING PRACTICES SUCH AS' REDUCED STUD SPACING, SPECIFIC LUMBER SPECIES, ORP PARTICULAR ORDER--OF-ASSEMBLY. THESE THINGS ARF MUCH EASIER TO CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER THEY ARE ALREADY IN PLACE. j 5. IF AT ANY TIME QUESTIONS ARISE ABOUT TYE INTENT OF A NOTATION OR DETAIL, DO NOT PROCEED , NTIL YOU HAVE CONTACTED AND RECEIVED CLARIFICATION1 FROM DDB SWEET. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN QCCUR. IT IS THE BUILDER'S RESP❑NSIBIL>TY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDJ SWEET BEFORE BEGINNING C❑NSTRUCfION . NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCfI❑N NOTE: CLIENT IS RESPONSIBLE FOR VE9FYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET,INC. IS NOT RESPONSIBLE FOR YERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTI❑N AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE [ROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. **G E ETACHED STOR.rl BUILDING PLAN . WILLIAM, H. ANP LUCIA WA. CRAPPS 2412 MEL u NVI E A VEN NO. I REVISION AND DATE I ITEM gym' r LEGAL DESCRIPTION LEG 5 311/2 FT OF LOT Ila + ALL LOTS 119 TO 123 + N 12 1/2 FT OF LOT 124 5ANFO PAW P5 5 PCS 62 PA R CEL I. D. #: 31-19-31-520-0000-1100 SCOPE OF WORK CONSTRUCT P�TACHW CONCRETE 5TORAOE BU I Liz I NG WITH GARA&E (CARPORT) AREA TABULATION PfROPOSED STRUCTURE AF;PEA 730 50.127. TOT,4L FROP. AR�P=A 130 5O.1;T. SANFO,RD BUILDING DIVISION REVIEWED AND CONDITIONALLY THESE PLANS ARE R O ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BE, 4 ,� DEEMED PERMISSION TO PROCEED WITH THE WORK I AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE All Mcchnuicrd is to confomr to the 2010 Florida 13mildhtg Code BUILDING DIVISION FROM THEREAFTER REQUIRING A All Plumbing is to Conform to the 2010 Florida Building Code All Electrical r is to confom to the 2008 National Electrical Code wl CORRECTION OF ERRORS ON THE PLANS; CONSTRUCTION Arnendrnents. 2010 Florida Fire Prevention Code OR OTHER VIOLATIONS OF THE CODE. 2009 NFPA 101 Lire safety Code with Florida Amendments, 2009 NFPA I Uniform Fire Code with Florida Amendments CONSTRUMON TYPE 11V" UI RISK C&rAGORY _ 11 ROOF LOADS a Uniform Load of 20 psf a_ FLOOR LIVE LOADS - (restaurants) Uniform Load of L00 W - (stores) Uniform Load of 100 psUConcentratcd Load of 1000 lbs. WINDSPEED _ 140 MP1I13 Sec. Gust WIND IMPORTANCE FACTOR =L 0 WIND EXPOSURE CATAGORY --B" EXT. COMPONANT AND CLADDING MIN. _ + 20.6 TO.56.5 PSI+ WINDOW PRESSURE MN. -+ 39. TO "38.5 PSF INTERIOR PRESSURE MN. + 35.9 TO -38. l PSF This Certifies that these plans meet or exceed the 140 inphl3 see. gust of the 2010 Florida Building Code 0 SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: LB PROJECT MANAGEMENT CIVIL SEPTIC AND SUBDIVISIONS P Y l_f dol ? ...__. SWEETERNP Phone: 3a5 Zia®550 "We Bring Visions To Life"�LL � � Email: ddbsweet a@earthlink. net PLAN FOrr,�`.'WILLIAM H. AND LUCIA W. CRAPPS ADDRESS, 2412 MELLONVILLE AVE. SANFORD FL. 32771 RONALD I-1. WILSON P.E. LIC. # 9710 DATE. 1212013 SkALE, rDA GE. 6 WEATHERSFIELD AVE. ALTAMONTE SPG8. FL. 32714 PHONE: 407-252-9037 FAX 407-682-3841 � ��r � �"I� PARCEL#: 31-19-31-520-0000-1180 I OF5 .., SEAL CON. FOOTER 18'w 24'D TYP, (6) PLC5. ATTIC TF4S15 FOR STORAGE ® DEWTE$ S 6AR IN FILLFD CELL 9 V-0 O.C. MAX Cof tR% JAIM t ENDS 0r WALLS. 35'-6" 18'-10 �[_loll .................. 17'-6 OPEN pp STOWNG E `i 'IT -Tx 18'-10" ----- --- ----------- i--7fr___-________---- -------- 3 NOTE: PROP06rP rLOOR ELEVATION 6NALL RE 8' MIN. FROM EXI6TI% GRADE L U, J a I I I 35'-6 2'-8" U) m a co e111112, PROPOSED FOUNDATION PLAN I/4'=I'-0' Ppopn.,;I=o I mUrL) EL) , i A I I CY 4' CONCRETE $LAD (MIN. 2500 Ps51) P/ (ox6 I0/10 WIRE MI=SN (OR W/ F15ER MIrSN) OVER 6 -MIL VAPOR DARRIER ON CLEAN COMPACTED TERMITE TREATED 501E I 0 0 ATE 34'-2" PRE EWjINEERED ROOF M66E6 24' O.C. PROPOSED ROOF FRAMING PLAN 1/4'=11-0' . i/4" to SCfi�EUJS '25 FOP, PORCH RAFTER5 NO. I REVISION AND DATE I ITEM PRgP05Fp p�lI 2x6 HEADER P.t, (7YP) ATTIC VR./U I I 1-.r- (f 11 -- A '"I- I 1 PROPOSED FLOOR PLAN SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDB PROJECT MANAGEMENT SWEET Phone: (305)280-5507 "We Bring Visions To Life" Email: ddbsweet@earthlink.net PLAN FOR: WILLIAM H. AND LUCIA W. CRAPPS ADDRESS: 2412 MELLONVILLE AVE. SANFORD, EL 32771 RONALD H. WILSON P.E. LIC. # 9710 DAT E: 12/2013 SCALE: PAGE: 466 WEATHERSFIELD AVE. AL..TAMONTIE SPGS, FL. 32714 2 OF 5 'HONE: 407-252-9037 FAX 407-682-3841 - .Z ..� � y 1� PARCEL#: 31-19-31-520-0000-1180 SEAL PROP05ED ROOF PITCH 4:12 51MPSON H25 P.T. (T)"P.>--- PROPOSED - PROPOSED DBL 2x6 HEADER - PROP05ED P.T. (TYPJ ___ 4x4 POS -r 1 _ 2 II Lol- ON REAR r - FIN. SLR. S" ABOVE GRADE__ —��T — -- II . — - - - _ - :_ __ i - I _ � i � :. ..._ i' - -�--i,� _ —r; I r` . a;:•�,.. •,:.:; :.: = �c • +I 11-- I l-- �I I. �- _I I I — I �' i. __� 11= I I:. L ,... 1 . I!_:- I—. I1---1iI--�II__IIi (,! !IL. •..,..,•.:• •; �: i��_I I_LI -II1 —II _III. II I.I-11 .1 - ;:;:; - . IIS I, -i II __.I ... •. - _ ....:IIL`..:Ili—.J .'--I L_.._IIL_...III. .-II .III .1-: - .. _. .: •... ;. ...:......:• '�..:..•^ __{ i- I __ II_ rrrrf�^m Irr t I I rt : ,III i 1-111 111 -1 i 11111- 11 LII - I i t =;111 l FEY, _Il, 111 I I .: 11 1! 1 111_..111 I_ III III i t i- I L=11 is II! .)II;; II -I II,; -1.1 _.. -U, I!II III=;1.11IIL PROPOSED 20" TALL X I(oII WIDE 18' -111 MOMOLOTHIG FOOTER 51MP50N H25 P.T, (TYP) PROP05ED DBL 2x(o HEADER P.T. (TYP) ----� (1)51MP50N ACER PROP05FD 4x4 POST ON REAR - G PROPOSED 4x6 P05T ON SOUTH SIDE PROPOSED SOUTH ELEVATION " HARDY BOARD TYP. 11 _ 4II0,+4. TOCP. VALLEY PLATE 2X8 W/ 2 1//4' PROP05ED ROOF PITCH 4:12 DIA X 4' W[) 5CREW5 Q EA TRU55 FOR PORCH RAFTER5 121_011 2 1 _ 11 PROP05ED 4x(o P05T 18' -111 ON SOUTH SIDE PROPOSED NORTH ELEVATION 1/4'=1'-0' PROP05ED (u 51MPSON ACEL. 4 X 4 P,T, WOOD T)"P. (4) PLC5. PROPOSED CONC, FILLED a X 0 CONC. E3LK. WITH I'JI' E30LT THRU TYP, (6) PLC5, PROPOSED — CONC. FOOTER VWX24"D `rYp. (6) PLGS. PROPOSED ROOF PITCH 2 1/2:12 51MPSON 1-125 P.T. (rYPJ 1' 4' a[3ovF PROPOSED FIR FLR DBL 2x(o HEADER P,T, (,rYPJ PROP05EP 4 X 4 P.T. WOOD P05T TYP. (4) PLCS. PROP05ED 4 X � POST TYP. (a) PLCS. PROPOSED EAST ELEVATION 1/4"=1'-0' (U 51MP50N PC4(o --r—i --r— r— ilk PROPOSED WEST ELEVATION )N BC4 I PORCH P05T 1/2' PLYWOOD 30YR ARCH. SHINGLE ROOFING ON 15+ FELT PRE-ENG'RED WD----_ 12 TRIISEjES e 24' O.C. 51MP50N META 15 41 EA TRU56 CONT. MTL FLASH 4 DRIP ON 1X FASCIA BD MATCH EX15T. 3/S' PLYWOOD SOFFIT CONT. 1 W/ 4' SCREEN VENT FILLED KNOCKOU BLOCK W/ #5 BA CONT. PRECAST CONC. PAINTED STRUCK i/" CMU PRECAST GONG. LINTEL 5EE LINTEL 5CH THIS 5HT -- WALL. BEYOND PRE -ENC -FRED ALUMINUM WINDOW 5EE ANCHOR DETAILS ATTACHEp WOOD SILL .q; 4 0 V 5TD AGI 140 HooK �a DOWEL IN FILLED CELL AS REQ'D IN PLAN *5 DOWEL W/ 30' LAP GONCSLAB 4 11=T6 PULL HC;T. wa 2 #5 DAR CONT. BOT � SECTIV\1 scale: 1/2 11=i I _m.. FIN1514 PER ELEVATION 6' C.M.U. FINISH FLOOR EXIST. FINISH FLOG FINISH GRADE G.,p0 3' CONC. SLAB (2500 W/ P15ERMESH OVER 6 MIL. VAPOR BARRIER e , „ 1'-4' ` EXISTING CONC. SLAB (FLOOR) MONOLITHIC FOUNDATION CLEAN COMPACTED FILL 9� W/ (2) S DIA. RODS CONT. 2_�■ � W/ 25' LAP MIN. 0\1 00 2 EXTERIOR MASONRY WALL AND FOOTER INSTALLATION \ F, 41E: 30--1'-0' NAILING SCHEDULE Root= 4 END GAk3LE: Sd RING SHANK NAILS AT 4' O.C. AT SUPPORTEID PANEL EDGES of 1/16' MIN. APA RATED OSB PLYWOOD , WIOGi NAILS AT 6' O.C. AT INTERIOR SUPPORTS, WALL 5HEATHING: Sd NAILS AT 6' O.C. AT 5UPPORTED PANEL EDCxES OF 1/2" APA RATED OSB PLYWOOD , W/5d NAILS AT 12' O.C. AT INTERIOR SUPPORTS. 2X4 E3LOCKINC-; 15/32' PLYWOOD AT BRACE I-OCATION6 ROOF SHEATHING SEE ZONE CHART DTL 06 2X4 OUTLOOKER iv 24' O.G. X x " " % x -- (MAX. 24' O.H.) W/ A34 a 24' O,C. " -111(o'055 W/ 3/4' STUCCO OR 19/32' T-111 _ x 2X4 WIND BRACE 0 RIDGE 4 AT 6 FT O/C TO 3rd TRUSS A " A H = to TO 4 FT = NO 2X RI=QUIRED H = 4FT TO lm FT = 2X4 REQUIRED 2 CKING H = IOFT - 14'-3' FT = 2X6 REQUIRED 4' META16 W 24' O/C OR 1/4' X 3' x" " . GALV. LAG 5OLT5 Irv' O/C ' X " 2X PT BOTTOM PLATT= 2x4 9ro' OIC -/ 3/8' TI -11 WOOD PANELDOUBLE LINTEL W/ (1) FASTENED TO CEILING BOARD OR EQUAL --/#5 BAR IN EA. COURSE TOP OF BOTTOM (5P5 PRECAST OR LINTEL CHORDS WITH 1/2' A_l3. 0 46' O/C DETAIL MAY SE SUBSTITUTED (2) lrvd PER TRUSS FOR DOUBLE LINTEL AS REQUIRED) 1- STORY CMU GAE3LE END (K.AT CEILING) 4' CONC. N.T.6. / SLAP r -1-S CONT. 6 PLAN DETAIL C5�E I F� ! LAP SPLICE (cj CONT CORNERS BARS W/ 50" LAP COti�NER BAK5 SHALL 13E SAME SIZE 4 QTY A5 FT(a RE I NF CONC. PAP (SEE FNP PLAN) SIZE VARIES o 1�LAN F;�iAlL @) CORNER5 DAR LAF SFLIGE! 4 GONi F:76 - DETAIL VAE: 3/81= 14' RT -18 OR raUlV. '4) APCONS INTEL CORRECTION POR ABSENT LINTEL 5TRAP DETAIL. N.T.S. I. CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE 5UILDIN6 GORES AND LOCAL RESTRICTIONS AND THAN THE CONSTRUCTION DOCUMENT5 ARE IN ACCORDANCE WITH APPLICABLE LAWS, 5TATUES, ORD I NANCE5, CODES, RULES, AND RE&ULAtTIONS. IF THE CONTRACTOR 055ERVE5 THAN POR7ION5 Or- THE FTHE CONSTRUCTION DOCUMNET5 ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN . WRI TI N6 AND THE NEGESARY GHANeE5 SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIMESIONS TAKE PRECEDENCE OVER DRA4NIN65. DO NOT SCALE DRAWI N65 TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. ALL PRODUCTS AMD MATER I ALS SHALL BE APPLIED ANP/OR INSTALLED IN AGCORtDANCE WITH THE MANUFACTURER'S PUBLISHED SPEC I F I GATI ON5. 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. b. ALL PLAN DIMEN51ON5 ARE FROM FACE of BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHE" 15E I ND I CANED . (� S. THIS STRUCTURE HAS BEEN DE516NED TO MEET OR EXCEED THE 120 MPH WIND LOAD REOUIREMENT5 OF THE FLORIDA RE51 PENTI AL BUILDING CODE, 2010 EDITION 1. CONTRACTOR SHALL 8E RE5PON5151_E FOR ALL WSATER DROOP I N6. 6� DETAIL 'A7 Brim osed "nal CIM 27 216' 37 47 4'6' 57 67 TV 97 10'0" 117' 13'4' 14'0' 16'0' 167 16'6° 20'6' 2216' CONVENTIONAL FRAMING MAX SPAN 24"0.0. SPANS RAFTER SPANS 4x6 POST CEILING JOISTS FLOOR JOISTS 2x6 12'o.c. 14'9' mail span 2x4 12"o.c. 9'3" max span 2x12 12"o.c. 23'4" max span 2x6 16"o.c. 13'5" mu4 span 2x4 1Co.c. 8'7" max span 2x12 16"o.c. 20'2" max span 2x6 24"o.c. 11'9" ma4I span 2x4 24'o.c. 7'3" max span 2x12 24"o.c. 16'6" max span 2x8 12'o.c. 19'6" ma4' span 2x6 12-o.c. 14'9" max span 2x10 12"o.c. 19'11' max spas 2x8 16"o.c. 17'9" mu41 span 2x6 16"o.c. 12'11" max spun 2x 10 16"o.c. 17'3" rnax spun 2x8 24"o.c. 1372" ma4 span 2x6 24"o.c. 10'6" max spun 2x10 24'o.c. 14'1" max span 2x10 12"o.c. 24'10* r;lax spun 2x8 12%c. 19'2" max span 16' W X 24' D 2x10 16"o.c. 22'1" max span 2x8 16"o.c. 16'7" max span 2x10 2-4'o. c. 18'1" mpx span 2x8 24"o.c. 13'7' max span 2x12 12"o.c. 26'0" m�x span 2x10 12%c. 22'9" max spun 2x12 16'o.c. 26'0" mpx span 2x10 16"o.c. 19'9" max span 2x12 24"o.c. 21'4' m9lx span 2x10 24"o.c. 16'1" max spun NOTE: ALL SPANS MID ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS 10 PSF-DEAD LOAD „ 1'-4' ` EXISTING CONC. SLAB (FLOOR) MONOLITHIC FOUNDATION CLEAN COMPACTED FILL 9� W/ (2) S DIA. RODS CONT. 2_�■ � W/ 25' LAP MIN. 0\1 00 2 EXTERIOR MASONRY WALL AND FOOTER INSTALLATION \ F, 41E: 30--1'-0' NAILING SCHEDULE Root= 4 END GAk3LE: Sd RING SHANK NAILS AT 4' O.C. AT SUPPORTEID PANEL EDGES of 1/16' MIN. APA RATED OSB PLYWOOD , WIOGi NAILS AT 6' O.C. AT INTERIOR SUPPORTS, WALL 5HEATHING: Sd NAILS AT 6' O.C. AT 5UPPORTED PANEL EDCxES OF 1/2" APA RATED OSB PLYWOOD , W/5d NAILS AT 12' O.C. AT INTERIOR SUPPORTS. 2X4 E3LOCKINC-; 15/32' PLYWOOD AT BRACE I-OCATION6 ROOF SHEATHING SEE ZONE CHART DTL 06 2X4 OUTLOOKER iv 24' O.G. X x " " % x -- (MAX. 24' O.H.) W/ A34 a 24' O,C. " -111(o'055 W/ 3/4' STUCCO OR 19/32' T-111 _ x 2X4 WIND BRACE 0 RIDGE 4 AT 6 FT O/C TO 3rd TRUSS A " A H = to TO 4 FT = NO 2X RI=QUIRED H = 4FT TO lm FT = 2X4 REQUIRED 2 CKING H = IOFT - 14'-3' FT = 2X6 REQUIRED 4' META16 W 24' O/C OR 1/4' X 3' x" " . GALV. LAG 5OLT5 Irv' O/C ' X " 2X PT BOTTOM PLATT= 2x4 9ro' OIC -/ 3/8' TI -11 WOOD PANELDOUBLE LINTEL W/ (1) FASTENED TO CEILING BOARD OR EQUAL --/#5 BAR IN EA. COURSE TOP OF BOTTOM (5P5 PRECAST OR LINTEL CHORDS WITH 1/2' A_l3. 0 46' O/C DETAIL MAY SE SUBSTITUTED (2) lrvd PER TRUSS FOR DOUBLE LINTEL AS REQUIRED) 1- STORY CMU GAE3LE END (K.AT CEILING) 4' CONC. N.T.6. / SLAP r -1-S CONT. 6 PLAN DETAIL C5�E I F� ! LAP SPLICE (cj CONT CORNERS BARS W/ 50" LAP COti�NER BAK5 SHALL 13E SAME SIZE 4 QTY A5 FT(a RE I NF CONC. PAP (SEE FNP PLAN) SIZE VARIES o 1�LAN F;�iAlL @) CORNER5 DAR LAF SFLIGE! 4 GONi F:76 - DETAIL VAE: 3/81= 14' RT -18 OR raUlV. '4) APCONS INTEL CORRECTION POR ABSENT LINTEL 5TRAP DETAIL. N.T.S. I. CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE 5UILDIN6 GORES AND LOCAL RESTRICTIONS AND THAN THE CONSTRUCTION DOCUMENT5 ARE IN ACCORDANCE WITH APPLICABLE LAWS, 5TATUES, ORD I NANCE5, CODES, RULES, AND RE&ULAtTIONS. IF THE CONTRACTOR 055ERVE5 THAN POR7ION5 Or- THE FTHE CONSTRUCTION DOCUMNET5 ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN . WRI TI N6 AND THE NEGESARY GHANeE5 SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIMESIONS TAKE PRECEDENCE OVER DRA4NIN65. DO NOT SCALE DRAWI N65 TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. ALL PRODUCTS AMD MATER I ALS SHALL BE APPLIED ANP/OR INSTALLED IN AGCORtDANCE WITH THE MANUFACTURER'S PUBLISHED SPEC I F I GATI ON5. 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. b. ALL PLAN DIMEN51ON5 ARE FROM FACE of BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHE" 15E I ND I CANED . (� S. THIS STRUCTURE HAS BEEN DE516NED TO MEET OR EXCEED THE 120 MPH WIND LOAD REOUIREMENT5 OF THE FLORIDA RE51 PENTI AL BUILDING CODE, 2010 EDITION 1. CONTRACTOR SHALL 8E RE5PON5151_E FOR ALL WSATER DROOP I N6. 6� DETAIL 'A7 I =V: 1. FOUNDATION DE516N BA5ED ON 2000 P.S.F. MINIMUM ALLOWADLE BEARIN6 IPRLSSURE. SUBMIT 5011-6 REPORT BY FLORIDA RE615TERED EN61NEE-RIN6 FOR f R>�!VIEW PRIOR TO FOUNDATION POUR. ALL CONCRETE AORK SHALL 5E IN ACCORDANCE WITH A.G.I. 301-'7a AND SHOP CIRAAING5 WITH A.G.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT rOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR. 3 CO RETE 28 DAY STRENGTH; SLA55, FOOTIN6; 2500 P.S.I. 2/ 3/4" MAX. �AGGRE&ATE. 4. REINrORCIN6 STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE I&RAPE 40. 5 DESIGN LOADS: IN A66ORDANCE WITH F13.0., 2010 Fj;?. F.G.C. ROOf LIA! LOAA: 20 P.5.1m, RIND LOADS: IN ACCORDANCE ?IV P.B.G. OI EDITION rOR 140 MPH REGION REPERENCIN6 ASCE-1 INTERIOR PARTIONS: 5 P.S.F. M-91"' PICULAR TO WALL. FAGS PR. 0E-EN6INMRED ROOD TWJ9SE$ SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C, A55 MANUFACTURER SHALL 5UBMIT 516NED AND 5EALED DRAWIN65 ICOR APPROVAL OR TO FABRICATION. '1; LUMBER 6R.ADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT MAMIN& r-5-1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. 51" PLATES *✓ .Y.P. P.T. Q4ALL NAILS SHALL BE COMMON AIRE NAILS UNLESS NOTED OTHERWISE. CHECK ALL DIMEN510N5 WITH FLOOR PLAN BEFORE POURIN6 FOUNDATION EXCLUDED I . THIS STRUCTURE DES16N EXTENDS TO ITEMS COVERBD BY 59TV 10-9a EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOPIN6, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHE125. II CONCRETE FLOOR SLAB IS EXPECTED TO DEYPI.OP SHRINKAGE CRACKS. SI113MITTAL NOTES; 1. II;SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER ANP SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD -TRUSSES SHALL BE DEIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION, 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT BR� 'ING AS REQUIRED BY SPECIALTY ENGINEER. TIUSS NOTES: 1, (TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN. PR VIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL Br R THE SEAL OF THE ENGINEER. 2. fTRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, BF4RINGS TRUSS SPACING, PITCH, BRACING LOCAFION, AND OTHER INFORMATION DEEMED PERTINENT. ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, FAQRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3. ,CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION LINTELS BY QUALITY PRECAST PRECAST LINTEL (81IX8 11 , FILLED AND UNFILLED) Total Allowable Su 0. Brim osed "nal CIM 27 216' 37 47 4'6' 57 67 TV 97 10'0" 117' 13'4' 14'0' 16'0' 167 16'6° 20'6' 2216' Load - Pounds T'ifril Lintel 3'6' 47 4'6' le 5'10' 6r 77r 1 ■ 10'6' 1114' 12'6' 14`4Q�° 14181 16'4" 1T4'-332--521 19'4' 20'0' 214° I 24'0' PROPOSED CONC, L-2 L-3 L4 L-5 L-6 LV -8 L-9 L-11 L-12 L-13 L 15 12' L-16 P.S. L-17 P.S. L-16P.S. L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 4x6 POST 4383 �/ FILLED 8 X 8 GONG. BL.K. BL A4 66 EACH POST TYP. - 722 1 2167 WITH H V E30LT THRU V-•0' 1236 I YP. (10) PLC5. 807 1004 9 31- CERA 548 760 233- 406 208--3 PROP05ED Note: (P.S.) mpmW pmast Wels pwWssW using (2) 71169 DkneW ProstivIssing SkaWs. �\ SIMPS❑N LSTA9 ATS EVERY CRIPPLE TB❑TT, SIMPSON LSTA24 - HEADER STUDS AN - SPP .4 P2 CONC.1=00TER PROPOSED 16' W X 24' D FI_.- (3) #5 ROM5 RUN CONT. TVP. (6) PLCO. TYP. I ® POOTOR- SCALE:N.T.S. I =V: 1. FOUNDATION DE516N BA5ED ON 2000 P.S.F. MINIMUM ALLOWADLE BEARIN6 IPRLSSURE. SUBMIT 5011-6 REPORT BY FLORIDA RE615TERED EN61NEE-RIN6 FOR f R>�!VIEW PRIOR TO FOUNDATION POUR. ALL CONCRETE AORK SHALL 5E IN ACCORDANCE WITH A.G.I. 301-'7a AND SHOP CIRAAING5 WITH A.G.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT rOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR. 3 CO RETE 28 DAY STRENGTH; SLA55, FOOTIN6; 2500 P.S.I. 2/ 3/4" MAX. �AGGRE&ATE. 4. REINrORCIN6 STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE I&RAPE 40. 5 DESIGN LOADS: IN A66ORDANCE WITH F13.0., 2010 Fj;?. F.G.C. ROOf LIA! LOAA: 20 P.5.1m, RIND LOADS: IN ACCORDANCE ?IV P.B.G. OI EDITION rOR 140 MPH REGION REPERENCIN6 ASCE-1 INTERIOR PARTIONS: 5 P.S.F. M-91"' PICULAR TO WALL. FAGS PR. 0E-EN6INMRED ROOD TWJ9SE$ SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C, A55 MANUFACTURER SHALL 5UBMIT 516NED AND 5EALED DRAWIN65 ICOR APPROVAL OR TO FABRICATION. '1; LUMBER 6R.ADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT MAMIN& r-5-1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. 51" PLATES *✓ .Y.P. P.T. Q4ALL NAILS SHALL BE COMMON AIRE NAILS UNLESS NOTED OTHERWISE. CHECK ALL DIMEN510N5 WITH FLOOR PLAN BEFORE POURIN6 FOUNDATION EXCLUDED I . THIS STRUCTURE DES16N EXTENDS TO ITEMS COVERBD BY 59TV 10-9a EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOPIN6, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHE125. II CONCRETE FLOOR SLAB IS EXPECTED TO DEYPI.OP SHRINKAGE CRACKS. SI113MITTAL NOTES; 1. II;SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER ANP SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD -TRUSSES SHALL BE DEIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION, 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT BR� 'ING AS REQUIRED BY SPECIALTY ENGINEER. TIUSS NOTES: 1, (TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN. PR VIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL Br R THE SEAL OF THE ENGINEER. 2. fTRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, BF4RINGS TRUSS SPACING, PITCH, BRACING LOCAFION, AND OTHER INFORMATION DEEMED PERTINENT. ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, FAQRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3. ,CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION LINTELS BY QUALITY PRECAST PRECAST LINTEL (81IX8 11 , FILLED AND UNFILLED) Total Allowable Su 0. Brim osed "nal CIM 27 216' 37 47 4'6' 57 67 TV 97 10'0" 117' 13'4' 14'0' 16'0' 167 16'6° 20'6' 2216' Load - Pounds T'ifril Lintel 3'6' 47 4'6' le 5'10' 6r 77r 1 ■ 10'6' 1114' 12'6' 14`4Q�° 14181 16'4" 1T4'-332--521 19'4' 20'0' 214° I 24'0' Per Linear Foot 0 Rl FiINe No Steel (15 L-2 L-3 L4 L-5 L-6 LV -8 L-9 L-11 L-12 L-13 L 15 12' L-16 P.S. L-17 P.S. L-16P.S. L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 4277 5413 4383 291 722 1 2167 1484 - 1236 904 1128 807 1004 9 31- 70 548 760 233- 406 208--3 Note: (P.S.) mpmW pmast Wels pwWssW using (2) 71169 DkneW ProstivIssing SkaWs. nom 4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH 2-j161) NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDTIIONAL BRACING AS REQUIRED OR RF OMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED, 5.TrUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RE OMMENDED OR REQUIRED. 6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON D WINGS, WEB MEMBER saEAnNc CMINUousLAlrrt L BRACE (cB) RE4'D. y TRUSS BESa71 AND AS RER'D. 'IRUSS FRmINC PLAN 2x4 W/ 2-1ed "LS AT EA. TRUSS. CONr.-•_-- 2X4 AS READ. BY TRUSS RESIGN B AS REQ'D IN TRUSS FRrNNG pim 2X4 DIADONAL BRACE (DB) IYP. AT EA END WNL do a 20'-0' 0.0, MAX. INIERVA S ALONG LAIEM BRACF- 2 X 4 FIR BLOCKING AT MID -SP 1/4' DIA X 4' WD, SCREWS 24' D.C. (3a' MAX.) THRU TO SIL SP2 EVERY STUD TOP DOUBLE TOP PLATE 1 C - FULL WALL LENGTH STUDS �\ SIMPS❑N LSTA9 ATS EVERY CRIPPLE TB❑TT, SIMPSON LSTA24 - HEADER STUDS AN - SPP .4 P2 FI_.- r, .R H5 TYP. OEM 1,64 WAI 5-11 111111 RE Mr.- MOM I MCI I _r • . ' :. .I, �. Y S .. V C � s; � :� ♦ moi+IM R09 1115 021 MINNS SP2 EVERY STUD TOP DOUBLE TOP PLATE 2 X 4 FIRE BLACKING AT MID -SPAN /2" X 81, A,B, 4�- O/C LH5 EVERY STUD__R BOTT, PL, CLIPS REQ'D WHEN SILL PL, EXCEEDS 48" H, T'I'P I CAL. T=RAM INC- AND CONNECTIONS FOR OVEN INC4� /-1 r- A r r- r k n I A I/-% -r-r- r-% All Mechanical is to conform to the 2010 Florida Building Code All Pltunbing is to Confoml to the 2010 Florida Building Code All Electrical is to conforrn to the 2008 National Electrical Cody WI Amendments. 2010 Florida Fire Pivwition Code 2009 NFPA 101 Life Safety Code wide Florida Amendments 2009 NEPA I Uniform Fire Code with Florida Anleuxtiumts CONSTRUCRONTYPE 11V" RISKCAI'AGORY -II ROOF .LOADS - Uniform Loud of 20 psf FLOOR LIVE LOADS - (restaurants) Uniform Load of 100 psf. . (slores) Unil'onu Load of 100 pA/Conc:cutralcd Load of 1000 lbs. WINDSPEED. 140 MPLIJ3 Sec. Gust WIND IMPOR'T'ANCE FACTOR =1.0 WIND EYPOSURE CAPAGORY - -B" EXT. COMPONANT AND CLADDING MIN. - + 20.0 TO 40,5 PSF WINDOW PRESSURE MN. -+ 39. TO.38.5 PSF INTERIOR PRESSURE MN. + 35.9 TO -35.1 PSF This Certifies that these plans meet or exceed the 140 mph13 see. gust of the 2010 Florida Building Code RONALD H. WILSON P.E. LIIC, 9 9710 466 E IFIEL .AVE. NO. REVISION AND DATE ITEM &T• NTE SPGS. FL. 52714 PHONE........... 04/25/2013 GABLE END DETAIL, LAG 8 LTS AND SIMPSON STRAP REVISIONS Sr 111. Emaill:rhwengrohotmi 00 SEAL 1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-95). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2. 1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI j 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT- 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 6P). 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40)1 2.3 PRESTRESS STRANDS ASTMA416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NAT19NAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Pm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE) V r SPECIALIZED IN: ARCHITECTURAL PLANS. HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDB PROJECT MANAGEMENT MIME- Office Phone: (305)280-5507 "We BringVisions '1'v -IJi e" � email: ddbsweet@eafthlink.net PLAN FOR; WILLIAM H. AND LUCIA W. CRAPPS ADDRESS. 2412 MELLONVILLE AVE. -- 771 ®ATS'.° 12/2013 SCALA'. NOTED PAGE: PAf?CEL#: 31-19-31-520-0000-7180 4 OF 5 1 C - FULL WALL LENGTH STUDS �\ SIMPS❑N LSTA9 ATS EVERY CRIPPLE TB❑TT, SIMPSON LSTA24 - HEADER STUDS AN - SPP .4 P2 H5 TYP. 2 X 4 FIRE BLACKING AT MID -SPAN /2" X 81, A,B, 4�- O/C LH5 EVERY STUD__R BOTT, PL, CLIPS REQ'D WHEN SILL PL, EXCEEDS 48" H, T'I'P I CAL. T=RAM INC- AND CONNECTIONS FOR OVEN INC4� /-1 r- A r r- r k n I A I/-% -r-r- r-% All Mechanical is to conform to the 2010 Florida Building Code All Pltunbing is to Confoml to the 2010 Florida Building Code All Electrical is to conforrn to the 2008 National Electrical Cody WI Amendments. 2010 Florida Fire Pivwition Code 2009 NFPA 101 Life Safety Code wide Florida Amendments 2009 NEPA I Uniform Fire Code with Florida Anleuxtiumts CONSTRUCRONTYPE 11V" RISKCAI'AGORY -II ROOF .LOADS - Uniform Loud of 20 psf FLOOR LIVE LOADS - (restaurants) Uniform Load of 100 psf. . (slores) Unil'onu Load of 100 pA/Conc:cutralcd Load of 1000 lbs. WINDSPEED. 140 MPLIJ3 Sec. Gust WIND IMPOR'T'ANCE FACTOR =1.0 WIND EYPOSURE CAPAGORY - -B" EXT. COMPONANT AND CLADDING MIN. - + 20.0 TO 40,5 PSF WINDOW PRESSURE MN. -+ 39. TO.38.5 PSF INTERIOR PRESSURE MN. + 35.9 TO -35.1 PSF This Certifies that these plans meet or exceed the 140 mph13 see. gust of the 2010 Florida Building Code RONALD H. WILSON P.E. LIIC, 9 9710 466 E IFIEL .AVE. NO. REVISION AND DATE ITEM &T• NTE SPGS. FL. 52714 PHONE........... 04/25/2013 GABLE END DETAIL, LAG 8 LTS AND SIMPSON STRAP REVISIONS Sr 111. Emaill:rhwengrohotmi 00 SEAL 1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-95). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2. 1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI j 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT- 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 6P). 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40)1 2.3 PRESTRESS STRANDS ASTMA416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NAT19NAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Pm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE) V r SPECIALIZED IN: ARCHITECTURAL PLANS. HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDB PROJECT MANAGEMENT MIME- Office Phone: (305)280-5507 "We BringVisions '1'v -IJi e" � email: ddbsweet@eafthlink.net PLAN FOR; WILLIAM H. AND LUCIA W. CRAPPS ADDRESS. 2412 MELLONVILLE AVE. -- 771 ®ATS'.° 12/2013 SCALA'. NOTED PAGE: PAf?CEL#: 31-19-31-520-0000-7180 4 OF 5 T: j mv Ito THR #/�� Q ./� Tt,e..:. R -P 1/2i ), 65.3 I '7` 1Fi _LP (rax A' ' 94, REVISED I_ DRAWN BYA D. SWEET AREA OF CONSTRUCTION PROPOSED. GARAGE AND PLAYHOUSE TO BE CONSTRUCTED STRUCTURE HAS NO WATER SEWER OR POWER CONNECTIONS; NOTE: SURVEY NO. 05-371 NOTE: ALL DATA OBTAIN FROM SURVEY PROVIDED BY SCOTT'S SURVEYING. PROP. I.D. NO.31-19--31-520-0000-1180 BILL CRAPPS PLOT PLAN 2412 MELLONVILLE AVE. SANFORD, FLORIDA n n p Ph: 305-2$0-550 Email: ddbsweet@earthlink.net DATE:1212013 I 5 O f 5