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Home My WebLink About07-6508 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6508 Permit Number: 6508 Permit Type: ADDITION/AL TERA TION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 39548 MEADOWOOD LP ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: MEADOWOOD ESTATES Parcel Number: 13-26-21-0140-00000-1180 ROGE ,RUB 39548 MEADOWOOD LP ZEPHYRHILLS, FL. 33542 \j/[) -1 /, (,If- ..,I/V Y _j,C/ ~ \ FRAME BUILDING FINAL REINSPECTION FEES: Reinspection fees will comply with Florida statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." o OCCUPANCY BEFORE C.O. .' ~~ CONTRACTOR IGNA RE W PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-78~020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Owner's Name Date Received JOB ADDRESS lHeiabJ ~l ~~l P RCELID# D NEW CONSTR ADD/AL T D D INSTALL REPAIR PROPOSED USE D SFR 0 COMM D TYPE OF CONSTRUCl10N D BLOCK 0 FRAME D SUBDIVISION WORK PROPOSED I r-pS), cY9 D ELECTRICAL 1$ I o PLUMBING 1$ I o MECHANICAL 1$ I o GAS D ROOFING 0 FINISHED FLOOR ELEVATIONS I I o BUILDING SIGN D MOVE D DEMOLISH OTHER STEEL D OTHER ~' DESCRIPl10N OF WORK BUILDING SIZE VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o PROGRESS ENERGY D W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY 0 FLOOD ZONE AREA OTHER DYES DNO Address (""\ ~D< ~'V BUILDER SIGNATURE ELECTRICIAN SIGNATURE ~ FEE CURRENT h>J1IJS6~~ I I I I I I I I L!.l!:U License # Address License # PLUMBER SIGNATURE COMPANY REGISTERED ~ FEE CURRENT L!.l!:U Address License # MECHANICAL SIGNATURE COMPANY REGISTERED ~ FEE CURRENT L!.l!:U Address License # OTHER SIGNATURE COMPANY REGISTERED ~ FEE CURRENT L!.l!:U Address License # RESIDENl1AL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsije. Construction Plans. Sanijary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after sLbmittal date. Required onsije, Construction Plans, Sanitary Facilijies & 1 dumpster All commercial requirements must meet compliance. Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. COMMERCIAL SIGN PERMIT Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. lAIC upgredes over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Applicetion Only) Reroofs SewersServi ce Upgrades AlC Fences (Plot/SurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County . TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide. prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use offill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a profeSSional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. r haslhave produ as identification. ,~~~a&-~ Notary Public Commission No. Name of Notary typed, printed or stamped Name of Notary typed. printad or stamped !~1\ ~ c:....-: ~ '}OF ,..d'" Notary Public State cif Fionda. Anna L Pete? My Cornrn'SSlol ;')0579381 ~xplr~s~:~~~Y1Q ..t!" Pv# Notary Public State of Florida R 'f '1- Anna L Perez ~ c:. ,i My Commission 00579381 "t. . ,0' l~~.~:~,:"".,,~~Q~?010 Contractor/Homeowner: (j ") h -...w A , UvlJ ~ (") UV""rI I (/~~. ~~ · 3-1i11 / ~/ City of Zephyr hills BUILDING PLAN REVIEW COMMENDS Site: 9. - ~%--Ol 3g5L.\-~ rn~~~ Lp J\-Iu~'y'). P~LD ~ Date Received: Permit Type: Approved wino comments:D Approved withe below comments: 0 Denied withe below comments: ~ of ~ \1.... t' t>t ~/-:J)v-; ,gll , '- , :z1"Z.~/o., -f-,)o-\;~pAi/lrM I - This comment sheet shall be kept with the permit and/or plans. BillB ( ,-, . I . COMPLY WITH - . P, "J" '.,H ".~.L OF :i '.. ' ',I' .' '. -.,. CITY . .. ,{-. '\ ,\LE J ' . . v, '~-"-- . ANCE. ; , IRIiILLS ORDfN (,.C'Y"'-I,.\ . o~ ~O !~ eN 8"' 0 i~ ' ~z 0 o~ = ~ , !O I . 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(') CD r-~ ~ g. -!ld ~ :::l J:! ~ "'1IIlIIII'lII; ~-;-'t:~I.i~ ~~~~ .. m ~ e" o 'ilI'lII <D en en .... ~ ~ :rm 0>< 31:0 ~ m=! -I>: z ~ Q I r I I "tI ! r- )> Z < iii :e mm z>< ~ -1- :::0 en <'! ~~ ~ )>Q ~ --- 7' 0" ---- -< W W N :;, Qm )>>< ~ ~ ~~ ~ Q- ~ m~ I W I W -6'0" 9' 0" 2 X K 5.M.S. (2) 1/4.' Sn. SOL TS ::J ~ ~ ~ g ~ II) I- :g :t 2 X _ 5.M.S. ** [ 2 1/8' RECfJIIING CHANNEl. W/ (2) 1/4"' Sn.. SOLTS OR (B) f10 X J/4- TEKS EA. SIDE ;;. X J' COL (2) EA. 1/4" S1L SOL 7S OR (6) 110 X 3/4" m<s EA. SIDE 2 X _ SoM.B. (TYP. Q" SIDE IF CONT.) 2" X :::L KNEE BRACE " 4S. ANGLE (* -'fAX LENGTH [ 2 1/8" AUJM. /lEe. CHANNEL. W/ (4) #10 X 3/4" TEKS INTO CONN. "POST/BEAM ~ (J) /10 X J/4" TEKS EA. SIDE OF REC. CHANNEL. INTO KNEE SRACE. [ 2 1/S" REC. CHANNEL W/ (6) EA. flO SMS (2" MIN. DJBED.) INTO HOST STRUCTURE (WOOD) C2E. 1/4" TAPCONS x 2 1/4" " 1 1/2" D.C., STAGGERED (MIN. OF 2 PEl? CONN.) C2E. 2"x2'x.050' ANGLE EA. SIDE OF SEAM FASTFNED SAME AS CHANNEL **~ FOR 2 X 8 AND 2 X B 5MB(S)- ADD SOX MORE CONNECTORS (SCREWS AND SOL 75), FOR 2 X 10 5MB - BEAM TO COLUMN ADD 100% MORE CONNECTORS. N. T.S. I I ~J I I II. I I 2 X _ S.M.S. * * [ 2 1/8" REC. CHANNEL W/ (2) EA. 1/4" Sn.. BOL TS EA. DIRECTION C2E. .i2'x2'X.OSO" ANGLE EA SIDE OF BEAM FASTFNED SAME AS CHANNEL I L _ :2 X _ 5.M.B. rr- I I BEAM TO ONTlNUOUS OLoER COUiMN (spucrs SHOULl) BE ;;'~' ~CW COLUMN .t STAGGERED.) B FT. (1/11'1.) NOTE: A.F.F. SEAM SPAN IS -1. MEASURED TO POINT OF,i;'I<I11iE:'.BRACE. BEAM TO BEAM TO BEAM N. T.S. KNEE BRACE N. T. s. . Jl 2" X 2" - 4' MAX LENGTH OR CONNECTION DETAILS ~::~: ~~M~~'mf OR 11- 1B. MAX (FoR GABLES) L 45" MAX. (fOR MANSARDS) VARIES" ~. . : . 2 X _'s BUTTED TOGETHER OPTION 2 DETAIL (INTERNAL GUSSET) 2 X _ S.M.B. SLOTTED OVER 2 X _ S.M.B. OPTION 1 DETAIL BEAM SPLICE DETAILS ~ 1. SPUCE DUAlL SHOWN MAY BE ROTATED FOR MANSARD APPUCA 110NS 2. MAINTAIN MIN. 1/2. FROM SPUCE PLA TE: PERlMaER TO f OF SCRE'MS: 3. ALL SPUCE PLA TES ARE ALUMINUM ALLOY 6063 T-S x REQUIRED THICKNESS (SEE TABLE) 4. SPACE ALL SCREltS (3/4. MIN. LENGTH) EQUALLY AROUND PERINE:1ER (STAGGERED IF NECESSARY'). 5. SPACE 114 " ,. MIN., 112 " 3/4" MIN., AND /10 " 5/8" MIN. B. CUT TOP OF 5.M.S. TO FIT TlGHT ALONG IerTlCAL JOINT. 7. ORA WINGS ARE N. T.5. L/2 THESE STRUCTURES DESIGNED 'MTH THE 2004 FLORIDA BLDG. CODE W/ 2005 SUPPLEM~NT d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH 'MND VELOCITY (3 S~C. GUST) D<POSUR~ B d: C. VOID AFTER 2-1-09 7 2 X _ '5 BUTTED TOGETHER OP T/ON 3 DETAIL (EXTERNAL GUSSET) DA V/D NORRIS ENGINEERING 112 COLEMAN RD. 'MNTF:R HA lIEN, FL 3JBBO (B63) 299 1048 P.E. 3218B Pg. 1-D SECURE ALUM. PANS W/ (4) "0 5.M.5./pAN (TYP. "EA. END) SLOPE tJlIl\. 1/J," jrT' ROOF ATTACHMENT (SEE NOTES mow,) SECURE ALUMINUM PANS TO TOP PLA 1E OF END WALL (AND END WALL VERTICAL ro HOST STRUCTURE) W/I7O x 2- 5.M.5. .24- O.C. 3- STRUCTURAL ALUM. ROOF SYSTEJI (TYP.) 2-x _ EDtC BEAM (SEE Pg. 2-0. 2-D, OR 2-E) ATTACHED . Tct8 W/ CAPRI CUP OR CAS7Z.E CUP (SEE NOTES mow,) POST (SEE Pg. 2-F) -2"x2" PURLJN (OPTIONAL - 7- X 2" PURUN) ALUMINUM OR VINYL KlCKPLA TE: 7- X _- OPfNBACK DB. [ ,- X 2 1~ RCC. 1/4- DJA. CONe. AB. . 24" O.e. (MAX) (7) A.B. . EA. POST (2- MIN. EMBED. - TYP.) OR 1/4-' X 2 1/4- TAPCON r ."'': '.~~" ~. ,..... ~'.~.' * FOR WOOD DECK .1! .:':..~;,: ..~.;.~:,., ...... (SEE NOTE BELOW) 1-8- f'W OR EXISTING MIN. 4- 2500 PSI CONe. SLAB . ".Al0N0. F007ER (TYP.) 7-#5 CONT (TYP.) SCREEN ROOM DETAIL * * FOR JM:)QD DECK: USE 170 SGWEW x ~ LG. (7HRu IK100 DECK INTO BEAM OR HEADER) " 24- o.e. MAX) USE (2) "0 x r . E'A. POST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L 7- X 7- X .060- WI (2) "0 x .3/4- TEKS INTO E'A. FACE O.B. CASTLE CLIP: L 7 7/2- x 2 7/8- x .050- RfC. CHANNEL. W/ (4) "0 X 3/4- TEKS INTO BEAll OR OPEN BACK 4- (2) "0 X 3/4- TEKS INTO E'A. SIDE OF COt.. O.B. INTERNAL CUP: USE [ 7 7/2- X 3/4- X 7 7/2"LG. X .044- W/ (2) 7/4-' x 2 7/4" TAPCONS 4- (2) "0 X 3/4" TEKS THRU COL INTO EA. SlOC OF CUP. O.B. H CHANN~ USE FULL WIDTH W/ MIN. (2) 170 X 3/4- 7EKS INTO EA. FACE. GENERAL NOTES 1. 1/4-' CONe. A.B. INCLUDES: A. 1/4-' x 2 7/4" DRIVE: NAIL ANCHOR (EQUAL TO: WEJ-IT, ON7471). B. 1/4-' x 2 7/4" TAPCON (EQUAL TO ELCO) C. 1/4-' x 2 7/4" AS. (EQUAL ro KWlK-BOLT) 2. . 72-x72- MIN. FOO7ER SIZE IN CHARLOTTE: COUNTY J" STRUCTURAL ALUM. ROOF SYSTEM -2"x _ EDGE BEAM (SEE Pg. 2-0. 2-D. OR 2-E) (2) 7/4- DIAx 3 1/2- THRU BOL 15 TX3" COL 3 1/8" X 7 7/2" X 7/8" C BASE W/ (2) 1/4- DJA TAPCONS OR EQUlV./POST W/ (2) 7/4" DlA. x J 1/2- THRU BOLTS - TOP OR SIDE MOUNT ALLOMED- ALUM. BASE INSERT W/ (2) 1/4" DlA. X 2 7/4. TAPCONS (2- MIN.-EMBED. TYP.) SECURE ALUM. COt.. W/ (2) 7/4" DJA. THRU BOLTS r-- ..,. ....~ ) ... 'k"" " I .' . . .... !I', ~ .' :.... M. ;!: ..:-.. ~. 1/1 .... 'T"'ct)~ .' ". . 1.:. .: ....;,: ;' ;" NEW OR EXISTING 1-8- 4- 2500 PSI CONe. SLAB I/IN. (SEE PAGE 3-C) . 7-#5 CONT (TYP.) CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T. s. ROOF A TTACHMENT NOTES NOTE: SEE FOURTH - WALL S1.JPP(RT DETAIL. 1_.77 OR AL TERNA TE: /ET"AlLS FOR ATTACHING AI.lJIi. STRUC7IJRES. l_t.O [: RE:cEJVlNG FASTENER TO BE DE7ERMlNED BASED ON (DISTRUCTlON OF HOST" STRUCTURE: 170 5.1/.5. X 7 7/2- " 4- (MAX.) O.e. INTO ItDOO BEAI/,#ASCIA DR (2) 17fbt1 1/2-" 76- O.e. INTO WALL STUDS DR (2) 170 x T . 24- 0.1: 7HRU 3/4- (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS * DR 7/4- , TAPCONS .8" O.e. STAGGERED INTO CONI: W/ 170 5.11.5. THRU REC.. HEADER (EXTRUDED HEADER USED AGAINST MASONRY) INTO PAN 8077'01/ f:I!llE. 1 7/4- I/IN. EMBEDMENT INTO CONI: 7 7/2- MIN. El/BEDl/ENT INTO MOW * REPLACE ALL OCTERIORA TlNG M1OD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS THESE STRUCTURES DESIGNED WITH THE 2004- FLORIDA BLJJG. CODE W/ 2006 SUPPLEMENT .t CHAP. 6 OF' ASCE 7 FOR 170-750 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B .t C. YOID AFTER 2-7-09 1_.77 7- 6- 7 DA VlD NORRIS ENGINEERING 172 COLEMAN RD. WINTER HA V!N, FL 33880 P 2 B (863) 299-7048 P.E 32186 g. - FOR PARTIALL Y rNCLDSrIJ BUILDING IIITH SOLID ROOFS EDGE BEAM SPAN TABLE 120 MPH MAXIMUM CDLUMN SPACING - SIMPLE SPAN CDNTI NUDUS RDDF PAN SPAN ( INCL. 1 FT. a. H.) EDGE BEAM SIZE 4' ~, p' In' 1~' 14' 1~' 1 R' 2 X EX. 044 6'-0' 5'-E' 4'-8' 4'-3' 3'-11' 3' -8' 3' -5' PatiO Ext. 6'-8' 5' -9' 5'-E' 4' -8' 4'-3' 4' -0' 3' -10' 3XEX.050 7'-6' 6'-6' 5' -10' 5' -4' 4' -1}' 4' -7' 4' -4' PatiO Ext. 8'-3' 7'-1' 6'-4' 5' -10' 5'-4' 5' -0' 4' -9' EX3X.050 8' 4' 7'-3' 6' 6' 5'-11' 5'-6' 5'-1' 4'-9' Patio Ext. 9'-E' 7' -11 ' 7' -1 ' 6'-6' 6'-0' 5' -7' 5'-3' EX3X.050 7'-4' 6'-5' 5' -9' :, -3' 4' -10' 4' -6' 4' -3' Tilt Ext. 8'-E' 7'-E' 6'-4' :" -9' 5'-4' 5' -0' 4'-9' EX4X.050 9'-4' 8'-1' 7' -3' 6' -7' 6' -1 :J' -8' 5'-4' Tilt Ext. 1 n' -3' 8'-11' 8'-0' 7' -3' 6'-8' 6' -3' 6'-0' E X 4 X . 050 1 0' -6' 9'-E' 8' -E' 7' -5' 6'-10' 6' -4' 5' -11 ' PatiO Ext. 11' -7' 10' -2' 9'-0' 8'-2' 7'-6' 6' -11' 6'-5' EX4X.044 IE' 6' 1 A' -9' 9'-8' t! -1 U' B'-E' 7' -7' 7'-1' X . 120 S. M. B. 13' -8' 11'-10' 1 A' -7' 9'-B' B'-ll' B' -5' 8'-0' 2 X 5 X . 050 14' B' 12' -7' 11' -4' 1 A' -4' 9' -7' 8' -10' 8'-1' S. M. B. 11=,' -p' 13' -la' 12' -5' 11' -4' 10' -6' 9' -9' 9'-0' E X 6 X . 055 1 7' -8' 15' 4' 13' 8' 12' 6' 11' -7' 10' -10' 10' -3' X . 120 S. M. B. 19' -3' 16' -9' 15' -a' 1 3' -8' 12' -8' 11' -!O' 11' -2' EX7X.062 17' -5' 15' -7' 14' -2' 13' -E' 12' -3' 11' -5' S. M. B. 19' -0' 1 7' -a' 15' -6' 14' -5' 13' -5' 12' -5' 2 X 8 X . 072 1 8' -fr 17' -4' 16' -3' 15' -6' X . EE4 S. H. B. eo' -7' 19' -a' 1 7' -9' 16' -10' E X 9 X . 072 eO'-10' 19' -3' 18' A' 1 7' -1 ' X . EE4 S. M. B. e2' 10' El'-l' 19' -9' 18' -10' E X 9 X . 072 23' 2' El'-4' 20' -a' 18'-10' x .310 S. M. B. 25' -3' 23' -3' 21' -9' 20' -9' E X lOX . 092 26' -a' 24'-0' 22' -5' 21' -3' X . 389 S. M. B. 28'-4' 26'-2' 24'-6' 23' -4' EDGE BEAM PLAN CENTER BEAM PL N CENTER BEAM SPAN TABLE MAXIMUM CDLUMN SPACING - SIfrlPLE SPAN CDNTINUOUS RDDF PAN SPAN CENTER BEAM SIZE 5' 6' R' 10' IE' 14' 16' 18' 2'x5'x. 050 11' 4' 10'-4' 9'-0' 8'-0' 7' 4' 6' -9' 6' -3' S. M. B. 12' 4' 11' -3' 9' -11'1-' 8' -9' 8' 0' 7'-4' 6' -8' 2'x6'x. 055 13' -8' 12'-6' 10' -10' 9'-8' 8'-10' 8'-2' 7' 6' S. M. B. 15' 0' 13' 8' TT' -In' 1 n' -7' 9'-8' 8'-11' 8'-4' 2'x7'x.062 15' -7' 14'-2' 12' -3' 11' -a' 1 a' -0' 9' -3' 8' 9' S. M. B. 1 7' -I' 15' -5' 13' -5' 1 P' -n' 11 ' -0' 10' -2' 9' -6' e' x8' x. 072 EO'-6' 18' -';1' 16' -3' 14'-6' 13' -3' 12' 3" 11' -6' S. M. B. eE' 6' EO'-6' 17' -10' 1"i' -1 I' 14'-6' 13' -5' 12' -8' E'x9' x. 072 e2' -lu' ~U'-lU' 18' 0' 1(:,' -;" 14'-8' 1 3' -8' IE' -10' x. E24 S. M. B. E5' 0' E2'-10' 19' -9' 1 7' -QI 16' - l' 14'-11' 14' -0' e' x9' x. 072 E5'-4' ~3'-1' EO' 0' 17'-11' 16'-3' 15' E' 14' -4' x. 310 5MB E7' -7' E5'-2' 21' 9' 1Q'-~' . 17' -8' 16' -6' 15' -7' e'xl0'x.092 28'-b' ~b' -u' 22' -5' eo'-p' 18' -3' 1 7' -0' 16' -0' x. 389 5MB 31' -0' 28' 4' 24'-6' ~P' -n' 1Q'-II' 18' -7' 1 7' -7' f1Il1II 1.) VALUE:S HAY BE: INTE:RPDLATE:IJ FOR INTE:RHE:IJIATE: LENGTHS, DR SPACINGS, OR IIINIJ RaiIDNS 2.) FDR F:XP[JSUR~ 'C'. ROJUCr T~LE: VALUE:S LISTE:IJ BY NUL TIPL 'rING BY . 85 THESE STRUCTURES DESIGNED WITH TrlE 2004 FLORIDA BLDG. CODE W/ 2005 SUPPLEMENT dot CHAP. 5 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B dot C. VOID AFTER 2-1-09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VE:N, FL 33880 (863) 299-1048 P.E. 32186 Pg. 2-D IE POST LENGTHS AN]) SPACING FDR WALLS SUPPORTING SOLI]) RDOFS (12' SPAN+1" D/H) IE VALUrS HAY Br INTrRPOLATrD FOR INTrRHrTJIATE: LrNGTHS OR SPACINGS FOR rxp. ~C' MULTIPLY ALL CDLIMN VAWn BY. B4 Iw=. 77 NtII~~ SCRaNE:D IIALLS SOLID IIALLS NON-HABITABLr IIALL STRUCTURrS ICIGHT POST SPACING PasT SPACING "FT1R I.=J.O NULTIPLY VALUO' BY . 87) 110/lf( 120 /If( lYJ IfIH UO /If( 1!XJ IfIH 110 IfIH 120 IfIH lYJ IfIH UO/lf( 150 ifili 7' 3'-6' 3'-0' 2'-6' - - 2'-6' 2' -0' - - - 2' x2' xO. /H(J' 8' 2' -8' 2'-4' 2' -0' - - 1'-11' l' -7' - - - 2'x2'x. 044' 7' 4' -10' 4'-4' 3'-6' 3'-0' 2' -7' 3' -7' 3' -0' 2'-/5' 2' -2' 11-10' II/W [ 8' 3'-10' 3'-4' 2' -8' 2'-3' 2'-0' 2' -9' 2' -4" 1'-11 l' -8' - 1 1/2' XE 1/8' X . OSD' 9' 3' -a' 2'-6' 2' -I" l' -9' - 2'-2' 1'-10" l' -6' - - iii. 3'Jt2lx . 045' JO' 2'-4" 2'-0' l' -8' - - 1'-8' - - - - 71 6'-6" 5'-6' 4' -8' 3'-10' 3'-4' 4' -8' 3' -9" 3' -2' 2' -9' 21-5" 8' 4'-10" 4'-2' 3' -6" 2' -10' 2'-6' 3'-6" 2'-10' 2' -5' 2'-1' 11-5" 2' x3' x. 045' 9' 3' -9" 3'-3' 2' -8' 2'-2' 1'-11' 2' -8' 2' -2' l' -9' l' -6' - JO' 3' -a' 2'-6" 2' -0' 1'-8' l' -6' 2' -0' 1'-8' l' -6' - - 2'x2'x. 044' 7' 8'-0' 7'-0' 5'-10" 5'-0" 4'-4" 6'-0' 4'-10' 4' -0' 3' -5' 31-0' 11/(2) [ 8' 6'-2" 5'-4' 4'-4' 3'-10' 3'-4' 4' -7" 3'-8' 3'-1' 2' -8' 21-3' 1 1/2'XE l/8'X . OSD' 91 4' -10' 4'-2' 3' -6' 3'-0' 2' -7' 3'-6' 2'-10' 2' -5' 2' -0' 11-9' .IR 3' Jt2I III l' x 3/8' JO' 4' -a' 3'-4' 2' -9' 2'-4" 2'-0' 2' -9' 2' -3' l' -10' l' -6' - 2"x4' x. llilI' IR 7' 9'-6' 8'-2' 6' -9' 5' -9' 5' -0" 7' -3' 5'-11" 5' -0' 4' -4' 31-10' 3' x3' x. 060' (FLlITElJ) 8' 7'-4' 6'-3' 5'-2' 4'-4' 3' -10' 5'-6" 4' -6' 3'-10" 3'-3' 2'-11' (FIR 3' x3' x. 093'- 9' 5'-8' 4' -10' 4' -0' 3'-4' 3'-0" 4'-3' 3'-6' 2'-11' 2'-6' 21-2' IU.. TIP/.. Y VALtn' BY J.t!) JO' 4'-6' 3' -10' 3' -2' 2'-8' 2'-4' 3'-4' 2' -8' 2' -3' 1'-11 1'-8" VINlJ LllA/JlMi (PSFJ 13 15 18 21 24 18 22 26 30 34 · 2 DIHrNSIDNAL LDAIJING - CDHBINE:JJ AXIAL (ROOF> & BrNDING OIINJ>> LDAIJINGI FOR rACH AIJDITIONAL FODT OF RlXF SPAN () 12') OR AlJDITIONt4L 6' OF OvrRHANG () 1'), RDJUCr POST SPACING BY 27.; OR CONvrRSD..Y, FOR rACH F7X1T OF ROOF SPAN RDJucrD (< 12') OR 6' OF OVERHANG RE:!JUCrTJ (( 1'), INCRrASr POST SPliCING BY 2X 11/ COMPOSITE COLUMN DETAIL NoT.$. :vr DIA. REBI.R 6' Ui THRtJ PaST GlMllE' PDST FDDTING DETAIL N. T. S. NOTEI THr ABovr lJrSIGN WILL CARRY A CDNTRIBUTARY WAIl OF, 50 S. FJ 100 S. F. FOR H=30", AN]) 150 S. F. FOR H=36' srcrION 2' x2' x. [)4.4' 2424 PA TID rXT. 2'x2'x. 093' 4280 3277 2589 2097 1456 1070 819 PATIO aT. 2' x3' x. 050' 3CJ4.0 2328 1B39 1490 1034 760 582 PA rID rxT. 3' x2' x. 07D' 3451 2642 208B 1691 1174 863 661 PATIO aT. 3'x3'x. D60' 6527 4997 3948 3198 2221 1632 1249 SCALLOPDJ 3' x3' x. 093' 9708 7433 5873 4757 3303 2427 1858 TUBE: 3'x3'x. 125' 12836 9828 7765 6290 4368 3209 2457 ruar 4' x4' x. 125' 19500 18720 17960 17160 11940 8800 6640 TUar THrsr STRUCTURES DESIGNED WITH THr 2004 FLORIDA SLDG. COlE W/ 2006 SUPPLEMENT de CHAP. 6 OF Ascr 7 FOR 110-150 MPH KfND vaoaTY (3 src. GUST) rxPOSURr B de C. VOID AFTER 2-1-09 1_.77 DA ~D NORRIS DJGlNaRlNG 112 COLEMAN RD. WINTER HA \ai, FL 33880 Pg. 2-F (863) 299-1048 P.E 32186 6- STEP FASCIA W/"O x J/"'" S.M.S. - " 12- O.C. 7HRU RISER INTO 2" x 2" x 0.040- STIFFENER (SEE Pg. 2-H FOR ROOF PAN DETAIL) tiDJE. SEE DETAIL ON RIGHT 'MIEN HOST STRUCTURE IS MASONRY (1) "0 x J/"'- W. HEAD SMS. TOP OF RISER. 1"x1"x2-x.060" ANGLE CUP W/ (2) "0 x 3/"'" W. HEAD SMS EACH WA Y. FOR KOOD CONNECTION USE "0 x 1-1/2- W. HEAD SMS. THRU ROOF PAN ~ BOX HEADER 3" ON CENTER INTO HOST STRUCTURE. ("') PER ROOF PAN "0 x J/"'" ID< II 3" O.C. INTO BEAM. 6" STEP FASCIA W/"O x 3/"'" S.M.S II 12" O.C. THRU RISER INTO \ 2-x2"xa~-S~ER (SEE Pg. 2-H FOR ROOF PAN DETAIl.) BEAM PER DESIGN TABLE ~ g ~ II) 10. ~ ).. II:: ~ ~ [EXTRUDED HEADER W/ 1/4-_ x 2 1/"'" TAPCONS II S" O.e. STAGGERED 1) "0 x J/"'" SM.S. TOP OF EA. RISER t '2. ..,. AURI. P.ws "0 S.M.S II 3" D.C. MIN. ("') PER PAN MASONRY / HEADER ~ A TTACHMENT DETAIL N.T.S. 1 1/S"x 20 GA. x 76- GALV. S7m STRAP 3-xJ" AWM. POST TYP. SECnON DETAILS N.T.S. "," 3"xJ" ALUM. POST 'lJ 7/2"x7/"'"_ THRU BOLT APPRox. "," ON POST 3" ALUM. CASTING W/2-J 7/2-x1/"'"' THRU BOLTS AND 2-7/"'"'x2 7/2- "," 3OOOP.5.I. CONe. SLAB 1/"'"- x 2 7/2" TAPCON "," MIN. 7/2"_ 7HRU 80L T W/ WASHER ~ NUT 3 7/8"x 2"x 2 1/2" ANGLE (EQUIV. TO SIMPSON A2"') W/ 7/2"_ 7HRU 80L T AND 7/2"' CONe. ANCHOR 80L T ",- 3000 P.S.I. CONe. SLAB 7/"'"_ x 2 7/2" TAPCON ",- HEA VY DUTY POST A TTACHMENT DETAIL N.T.S. 2" x 2" POST SHOWN 4-170 x 7" SII.S. PER POST INTO INTERIOR SCREW SPUNES 7- x 2" OPEN BAQ( U7F POST BASE W/ STRAP A TTACHMENT DETAIL N.T.S. KlCKPLA TF OR CABANA SKIN (1I1N. .019j ATTAOfED W/ POP RlIIE:TS OR "0 x 1/2- S.II.S. " 76- O.e. ~ . eo_.. 0... '. . . o. . '.. . 7- X 7" X 7/16. 11 2" 1tWII. ..... r CUP W/ (2) "0 X 1/2" ID< / sans IN EA. ~71ON (7) 1/4"- X 2 7/,r CONe. A.8. OR TAPCON " 24" O.e. NOTE: A T CORNERS USE (7) 7/"'"_ X 2 7/4" EA. DIR. "4- (IIAX.) FROM CORNER. ;; '~.~:.,:~:~ :<.. ~;..~"~" , .. : ~1 X 2 ALlJII. BASE PLATF ".. . .... " ~. ..ft NOTE: 7H~ mow DESIGNS ItfLL CARRY A CONTRI8UTARY LOAD OF 150 S.F.-NEW S"xS" FTC. (700 S.F.-EXlST. ",- SLA8) ALUII. BASE INSERT W/ (2) 7/4"_ X 2 7/2- TAPCONS tk (2) 1/"'"' 7HRU BOL TS 2- X 2- 11 7/8" AWM. ANGLE W/(2) 7/"'"_ X 2 1/4- TAPCON ON C2J. ~ OF COLUMN W/ (2) 7/4"_ 7HRU BOLTS J 7/8" X 7 7/2- x 1/8- RECEIVING CHANNEL W/(2) 1/"", x 2 7/"'" TAPCONS ~ (2) 1/4" 7HRU BOLTS QB. ALL OF 7H~ A80~ IIA Y BE CONN~CTED TO IKIOD HEADER BY SUSST17UTlNG .':;). :>?~:~~;::S7 F:)~) FOR TAPCONS . ." · ...,: . . ~.." '. ....,..' .,- ., (MIN. '.;" "0" ~~.~...':. :~~.'$:'~'..'.lfI:':'';.''''.' EXISTING ",- CONe. SLAB W/ NO >4CKS WITHIN 30" OF POST a! NEW 7HK'ND S"xS- MONO FOOTING W/ (7) 115 CONT. OR WOOD DECK W/ D8L 2x6 (MIN.) PERIMUER HEADER BASE PLA TE CONNECnONS (SCREEN RIDfS) N.T.S. (2) 7/"'"_ STL THRU BOLTS (TYP.) 2x AWM. BEAM 3"x3" ALUM. COL POST CONNECnONS (CllRPDRTS / OPEN PATIO> N.T.S. THESE STRUCTURES DESIGNS WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT ci' CHAP. 6 OF ASrz 7 FOR 710-150 MPH WIND vaOClry (3 SEe. GUST) D(pOSUR~ 8 ci' C. VOID AFTER 2-1-09 DA II/D NORRIS DJGlNF:E:RING 112 COLEMAN RD. W/NTFR HA 11/3,/, FZ. 338S0 (863) 299-1048 P.E 32186 /!JJ2E; ALUMINUM ROOF PANS SHALL BE OF ALUMINUM ALLOY 3705-H14 OR 3T05-H28 PAN .. MAX SPAN .Mf.I:!PM Mf.I:!PM MAX SPAN 1/ am 1M w/2'x.; It. It (110 MPH) .026 9'-6' 77'-0' 77'-8- 73'-4' WIND REGION .032 70'-.r 72'-0' 73.-4- 75'-0' .026 g'-O' 70'-8' 70'-8- 72'-2- (120 MPH) WIND REGION .032 9'-8' 77'-4' 72'-4- 74'-0' (125 MPH) .026 8'-70- 10'-5. 70'-S- 77'-11' WIND REGION .032 9'-6' 77'-7' 72'-0- 73'-8' .026 8'-8- 70'-2' 10'-4- 71'-S- (130 MPH) WIND REGION .032 9'-4' 10'-70' 17'-9- 13'-5' (135 MPH) .026 S'-6' 10'-0' 10'-2- 71'-6- WIND REGION .032 9'-2' 10'-S. 17'-6- 73'-2' SPAN TABLES FOR INTERLOCKING ROOF PANS (3"x 12") IMPORTANCE FACTOR Iw= 1.0 FOR ENCLOSF:D BUILDINGS IMPORTANCE FACTOR 1w=.77 FOR PART/ALL Y ENCLOSED B()/LDINGS 6- STEP FACIA ROOF PAN DETAIL OUTS/OF rnGF SUPPORT ..A. (NOT REQ'D FOR SPANS < BOX OF" MAX) )( 6- STFP FACIA MATED WITH 2-X2-X.D40-XFUu.. LENGTH W/ #70X3/4' 5.M.S. 0 72'D.C. --I I I r-- I I 1[ -, J 1 OPT. 2-X3'"X.050' (SEE DITA/L BELOW) 't' VARlt:s 72' fi i~~ecrTi~r r1 Jl 2'x3"x.OSO- A7TACHED TO Elei'Y 3RD RISER W/#7Ox3/4' 5.11.5. 0 12- O.c. (2-x3"x.OSO' MUST CO\<fR CENTER 2,/.J OF SIMPlE SPANS, AND MUST IE CONTlNUDUS OVElVCEN7ER BEAll) (2ND RISER FROM EDGE MUST IE RE1NF'ORCED) THIS DE:s1GN OPTION REQUIRES OUTSlDf: EDGE SUPPORT ON 1SI. AND LAST PAN - SEE DETAIL A80~ .. Nom 1. MAX. PAN SPAN MA Y BE INCREASED 6- FOR EA. l' OF o.H. (IEASURED ro OUTSIDE OF GUTTER) 2. PANS MA Y OVERHANG 1/4 OF SIMPLE SPAN (UP ro 4' MAX) .I "SPANS MAY IE INCREASED 1'-O-IF: OUTSIDE: EDGE SUPPORT IS USED ON BOTH END PANS 4. FOR EXPOsURE 'c: REDUCC TABLE VALUES. BY MULTIPLYING BY.85 7HESE STRUCTURES DESIGNED Wl7H THE 20CJ4. FLORIDA BLDG. CODE W/ 2006 SUPPLD.fENT ct CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND va..OCITY (3 SEe. GUST) EXPOSURE 8 ct C. VOID AFTER 2-1-09 III 1-1 -07 DA \liD NORRIS ENGlNEIR1NG 112 COLEMAN RD. WINTER HA Iat, FL. 33880 (863) 299-1Q4.8 P.E. 32186 Pg. 2-H FINISH 8" GRADE (MIN.) FINISH GRADE \7 .079" ALUMINUM (MIN. 2" LAP FOR 1of'RT. JTS.) 11000 STUD "," (MIN.) 2. 1" (MIN.) I ,.~~.. I ~ I,.~,"" I ~ WOOD CONS TRue nON REQ'D SOIL SEPARA TION N.T.S. MIN. 2500 PSI CONCRETE WITH 6X6-70X70 W-W.AI. 2. -0" MIN. OR Fl8ERMESH (TYPiCAL) BEFORE SLOPE I I "," EXlsnNG SLAB .... ,... ... '.: .' ,. ~ Fl..A T SLOPE / NO FOOTING 7"/FT. - ~/FT. I-L-/ ;S"/FT. - 6./FT. - - l!/D1E5; - - - - ORIG1NAL[UNOISTURBElLGR.Il!:!N.L 7. 2500 PSI (I//N.) CONCRETE [FINISH GRADE 2. (IIIN.) (7) 15 CONT. REBAR 13 a> (2~ ',5 CONT. 19: 12" ~ .:.: ' ,... .:. : .' MIN. :z :z :z 's;. WiN. 4.... 3i :E :E (GROUP R-3) . .. :.. ". .: ,<( . FOOTING DETAILS ADDRESSING EROSION N. T.S. 12" MIN. 6116-70/70 W-W-M. OR F/8ERMESH CONCRETE ::IIi o z ~ RIBBON FOOnNG tJJBE: 8"ltS- MONOUTHIC FOOTING IS EQUIVALENT ro 72"1t6" RIBBON FOOTING TYPICAL FDDTER DETAILS N. T. S, 8" U'N. a> 16" MIN. @12" MIN. \\ I 4" I MONOLITHIC FOOTFR t:/DIES; IN Hili <;1l('JINJ crJIlNTY: I GLASS ROOMS REQUIRE (1IIN.) 76"x76" MONOUTHIC F'007ER W/ (2) 15 REBAR SCREEN ROOMS AND POOL CAGf5' REQUIRE (MIN.) S"x8" IIONOUTHIC FD077:R WA7) 15- KOOO CONSTRUCTION REQlJ/RES SIGNED AND SEALED SITE: SPECIFIC DETAILS IN CHARLOTTF' CQUNTY: @ MIN. FOOTER SIZE IS 72"x72" W/(7) 15 CONT. THESE STRUCTURES DE:S/GNE:D WITH THE 20CJ4. FLORIDA SLOG. CODE W/ 2006 SUPPLEMENT .i' CHAP. 6 OF' ASCE 7 FOR 770-150 MPH WIND VELOCITY (3 SEC. GUS?) EXPOSURE B 4& C. VOID AFTER 2-1-09 DA WD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VfN, FL 33880 (863) 299-1048 P.E. 32786 Pg. 3-C