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09-9211
CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 9211 BUILDING PERMIT . a , ' ,9 f.a ,.', v'''�' ` ?fit E"' _ ^�.._ ga Permit Number: 9211 Address: 5236 5TH S .: 17' '* ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. CI.;,ss of York: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11 26 - 0010 - 13200 - 0150 Improv. Cost: 24,716.64 Date Issued: 6/11/2009 Name: BASS, TROY Total Fees: 164.34 Address: 5236 5TH ST Amount Paid: 164.34 ZEPHYRHILLS, FL. 33542 Date Paid: 6/11/2009 Phone: (813)468 -4724 Work Desc: CONSTRUCT 26 X 24 GARAGE W /OUT ELECTRIC AND PLUMB : WOOD'S CUSTOM BUILDINGS BUILDING FEE 158.10 RADON 6.24 Q0C 40 f‘' (191 (11 i FRAME 4! SHEATHING FINAL SLAB FOOTER BOND FOOTER REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one 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 y9ur notice of commencement." r" P ' • J. O CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 2 // p8 /z;- 3 Y X 0 / 5 /s -- /6 - / 7 /.3//' / 3 � G 1Z 7S 5 Po- S S 5- 1111111 1111111111111 E 1111111/1 M111111111111 2009083331 Rept:1248610 Rec: 10.00 DS: 0.00 IT: 0.00 06/16/09 —_ Dpty Clerk PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER NOTICE OF COMMENCEMENT 06/16BK9 08: 1 of 81 ffg PG 1780 Permit No. CI-111.0- ' . 7 1 1 Property Identification No. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Descri Lion of property (legal descri tion :) I - - 0 0 70 00 - /5 /9 4.3/ Street Address: � �- 7 2 , S ! 2. General description of improvements: Ail u ,z G 6- Are/46-2/' 3. Owner Information _ a) Name and address: Teo/ 13/1 SS /? 0 /3 oX. ' 3 / 2 h' /G4 5 / `L 3 5 Y/ b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 0 vt/iv Z- 4. Contractor Information Name and address: /3d� (x%' {� 375/ �OSS/ /C rQ Z� �1Ci Y�S /` 35- Telephone No.: er/ 3- 7 / „3' -Z 3 3 3 Fax No. (Opt.) 5. urety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or otO er ocumeiits may be served: a) Name and address: /3dh 14"&C) d Z-/Pi / /j AC 3 3 - b) Telephone No.: gi 3 7 3 2 33 3 Fax No. (Opt.) 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a) Name and address: b) Telephone No.: r - -- Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is Specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PASCO n Signature Off weer or Owner's Authorized Officer/Director /Partner/Manager TZO Y /3/7S5 Print Name The foregoin ins tr invent was acknowledged before me this 6' day of � J �j(jtJ.P , 2009 by 7;u2,, S 5 as D W O11 (type of authority, e.g. officer, tru tee, attorney in act or (name of party on behalf of w instrument was executed) Personally Known OR Produced Identification k Notary Signature 5 F /' - � aY Type of Identification Produced } C . N ame (print) LA P112 Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMSMOC,rvsd2007 Signature of Na - "rson Signing Above STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ESS MY HAN A , •FFICIAL SEAL OF ► . Ai O'NEIL- CLERK & COM - ROLLE BY-. ..: _, , a - _ CLERK ; ............ ....... - ..:... ... _ ....., .... ::.:. • :. ( l f %-."`-''' , ■ .:::i:ii: , City of Zephyrbills BITILDING PLAN REVIEW COMMENTS a . ontr onaeown.er: z‘,.. , _ , . Date Recei Site: , 1 / Permit Type: 1 , ,, c,,, 6 •,` Approved w/no coraments: Approved w/the below coraraents: Denied w/the below comments: 0 1 - • a, ,0(0/p( — ',ht. . • • 1 I V ' 1 6 . -- • .4.• a , A 0 , . 1 ; ' !c9 , - id i ,... , , i ru or • loni(),h c bod IA - ted ' c 111t iii, &if .41 . wfw 1 , ' art pul goin‘e t4 1 Thi corrusen sheet u- be kept with the permit and/or plans. .7 Aldsf littel etil P2t i -4)---e? Oidtti ce_ii te 7 tro- (4 I' a • , Kalvin Swiw er — Pl if. Examiner Date Contractor and/or Homeowner r . , _ (Required when coraments are present) ®6® / \ oa�o off � ° °C \ ^ti ocri . V tl` `°at C` f ® \ 0 ,\\ \� y �, o $i 4 .O Ir a, � NI \---- '6 0 pii \ A \ \< a \ \ $ c' X m \ I_ \"•,', \ \ r \_ \ 1 _ \ \ \ o \ 74 ; z.) y b \s y � / $_ on vo l. \ i _ / / pi I \ 'a. iik \ — /- ay / / /' � \ \ / �M✓d ��[IS \ 0 o ti "°� g / ,.ayS 0 o \ / , s g _,-,, \.......„,....----- P p N ..i _ . -. n O ;.6'0 p R ,ypp�p m�.e. ti O �� G ;n ez Y aevo P N r y c cl. 1 k n ° t y ; L 3 e n $ N � -� n C � �‚r 9� 1[Y A R g -o $o 1 ri. On '1:1 v 0 v,o „, � a � , ° ° ^' tea_ i [/_ y T °p N : 1@,1 o 1 1 . i , Q _ 1- E y 1- a "� re -_ c e • ~ a Y ' � ICI g. bi i % a ° g. ob �J - ' o o o O y u ua s. =I 4E P, a - al Di r El `1 SQ. FEET PRICE MAIN OR LIVING: 624 $39.61 OTHER AREA UNDER ROOF: - $94.00 OTHER: - $- VALUATION $24,716.64 FEE SHEET $155.00 ADDRESS DRIVEWAY BUILDING: $158.10 ELECTRICAL: PLUMBING: MECHANICAL: SUB -TOTAL $158.10 RADON: $6.24 TOTAL $164.34 SEWER: $- WATER: $- IRRIGATION: $- TOTAL: $- WATER METER: $- I IRRIGATION METER $- FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $- PUBLIC SAFETY IMPACT FEES POLICE $- FIRE $- 5% $ - TOTAL:_ $- I SUB -TOTAL $164.34 I PARK IMPACT FEES' $- 1 SIPS: $- 100.0% $- 1.0% TOTAL: $- TIF'S: $- 99 °/ $- 1 °/ $- TOTAL: $164.34 / CITY ZEPHYRHILLS BUILDING DEPARTMENT OWNER 7'-" J� 9/! / p 5& JOB LOCATION 52 � `� f� `' PARCEL I . D . " # / / - �d - 2 /- OO/O_ /320o 0/50 9 SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. 7-C kor A 6 Cyr i /G 'S 1 .......________Th:-6 -1/ 1 i Ze ta'a !A b I , . & r NO . .1,, lk LA 1 c LAW"' 1 UTILITY BUILDINGS 4- a 1 'v MUST SHOW SIZE & 2,6) FOUNDATION INFOR- MATION. .a FRONT PROPERTY LINE V (NOTE EXAMPLES 1 & 2) STREET 5 54 �t 1. SETBACKS FOR R1, R2 ZONING 2. SETBACKS FOR R3 ZONING 60' 60' • - 10' 10' • -P E • R X • O I 10' P S 10' 10' EXISTING 10' O. T 1 0' 1 0' S I - E N D G PROPOSED 20' 20'SGL FAM 30'DUPLEX FRONT PROPERTY LINE FRONT PROPERTY LINE 813-780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department 012A Date Received 1 - ' t/ Phone Contact for P rmitting Owner's Name f,'O ' e/9 Owner Phone Number S/ 3 - r7e. s ?3 "' �� 3L/60 Owner's Address j 5 5 � Owner Phone Number �J 2 � �' Fee Simple Tit(eholder'Name 7 r Owner Phone Number Fee Simple Titleholder Address / JOB ADDRESS g 3� • l S / LOT # ' 5-161 7 SUBDIVISION PARCEL ID# - 06 2/ -&-)/6 - / O /5 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE I I SFR I I COMM I OTHER I TYPE OF CONSTRUCTION I 1 BLOCK I I FRAME 1--,<I STEEL n OTHER 1,577Z 5/6 /e tee/4 X OF WORK 2 l /7 /e/7 No ? 3&— ' BUILDING SIZE .46 %' 2V SQ FOOTAGE O // HEIGHT / BUILDING $ a/001 d VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE 1 1 .,�. -PROGRESS ENERGY I I W.R.E.C. PLUMBING $ N 6) I MECHANICAL $ VALUATION OF MECHANICAL LLATION GAS I I ROOFING 1 SPECIALTY I1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES I NO • BUILDER . / COMPANY 6" �. e/f5 (<1-(;)01: ' I II SIGNATURE /-/ L' ("L-'L [� REGISTERED I Y / N I FEE CURRENT 2 I Y / N Address 3 %S �" . I/ s ' ; r�-- /& // 9 License # (T:l ( / ? 5j-330 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address 1 1 License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y / N 1 FEE CURRENT I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # F RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades 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 Application Only) Reroofs Sewers Service upgrades A/C Fences (Plot/Survey /Footage) 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 government 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, Water/Wastewater 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 of fill 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. 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 A ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 117.03) ,� AT -'1... OWNER R AGE CONTRACTOR / ' Subscrib or affirmed) befor me this Subscribed and sworn • 1 r ail me2) me before e this by �o7� ) a- lf` known to me o is /a eciersonally known to me or has/have Who is /are ppers�a ave produced -� _ -:- - - - -or has /have produced as identification. as identification. ublic C ' lc -`''� ary Public .. *": NBOBBIE S. SWETLAND Commi • ter; • Commission • • 'Ere. y y Commission DD 734406 a '_ 'aar9 dF ►t- ` ' Name o ' i'. - •! :µ' • !♦- 1. 7019 ❑ ® _ tf+G. RE: 059195 - Bob Wood Site Information: Customer Info: BOB WOOD Project Name: TROY Model: POLE BARN Lot/Block: Subdivision: Address: 5236 5TH ST. City: ZEPHYRHILLS, PASCO COUNTY State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TPI2002 1 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 40.0 psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. - -- —- - Truss Name - - - -- No. Seal# Date 1 73355662 + A31 E 5/18/09 2 173355663 A32 X5/18/09 The truss drawing(s) referenced above have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by Hitek Truss, LLC. Truss Design Engineer's Name: Velez, Joaquin , My license renewal date for the state of Florida is February 28, 2011. Al /' ' NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -1 Sec. 2. Joaquin Velez, FL Lic. #68182 Robbins Engineering 6904 Parke East Boulevard 6904 Parke East Blvd Tampa, FL 33610 -4115 Tampa, FL, 33610 Phone: 813 - 972 -1135 Fax: 813 - 971 -6117 FL Cert. #5555 vwwv.robbinseng.com May 18,2009 DALLAS TAMPA • Velez FT. WORTH Velez, 1 of 1 • - - Truss Type ' Job Truss YP Qty Ply Bob Wood 059195 A31E GABLE T3355662 2 1 Job Reference (optional) Hitek Truss LLC, Brooksville 7.120 s Feb 10 2009 MiTek Industries, Inc. Mon May 18 15:32:03 2009 Page 1 6 -1 -2 I -1-0-0 6 -10 -14 13-0-0 6 -1 -2 1s -1 -z 26 -0-0 6 -10 -14 1 0 1 1 -0 - � 6 -10 -14 1 -0 -0 Scale = 1 45.4 5x12 = 4.00 12 Si 01 �� I Ad iA r 3 d 5 '1 VIA + • •� II ti • 61 2 411* 2 .' 44, N Y OM 9 3x10 = 10 8 WI 3x4 4x6 = x4 = 3x10 = 3x4 = 2x4 = 2x4 = 8 -11-4 17 -0 -12 I 26 -0 -0 8-114 8 -1 -8 8 -114 Plate Offsets (X,Y): [2:0- 5- 2,0 -1 -8], [3:0 -0- 8,0 -0-4], [4:0- 6- 0,0 -1 -0], [5:0- 0- 8,0 -0-4], [6:0- 5- 2,0 -1-8], [8:0 -1- 12,0 -1 -8], [8:0- 2- 0,0 -0-8], [10:0 -1- 12,0 -1 -8], [10:0- 2- 0,0 -0 -8] LOADING (psf) SPACING 4 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.34 2 -10 >905 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.78 6-8 >391 180 BCLL 10.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.16 6 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 144 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD 2 -0 -0 oc purlins (2 -6 -10 max.) BOT CHORD 2 X 4 SYP SS (Switched from sheeted: Spacing > 2 -0 -0). WEBS 2 X 4 SYP No.3 BOT CHORD 4 -1-0 oc bracing: 2 -6 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 4 REACTIONS (Ib /size) 2= 2190/0 -2 -9 (input: 0 -6 -0), 6= 2190/0 -2 -9 (input: 0 -6 -0) Max Horz 2=- 173(LC 4) Max Uplift2=- 1275(LC 5), 6=- 1275(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3= 4811/2601, 3 -4=- 4230/2284, 4- 5= -4230/2284, 5-6 =- 4811/2602 BOT CHORD 2- 10=- 2405/4433, 8- 10=- 1362/3023, 6 -8 =- 2239/4433 WEBS 4-8 =- 660/1334, 5 -8 =- 831/871, 4- 10=- 660/1334, 3- 10=- 831/870 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =17ft; Cat. l; Exp C; partially; MWFRS (low -rise) gable end zone; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2 -0 -0 oc. 6) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 2 =1275, 6 =1275. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard Joaquin Velez, FL Lic. #68182 Robbins Engineering 6904 Parke East Blvd Tampa, FL, 33610 FL Cert. #5555 May 18,200 M WARNING - Verify design parameters and READ NOTES ON TTIIS AND INCLUDED MI7EK REFERENCE PAGE MIL 7473 BEFORE USE. I Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding mo t--' x, 1 1 fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSI-89 and BCSI1 Building Component L Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. _ _ Tampa, FL 33610 IA p O � N �. t 4-) � O c o o) a � o o ° Z Q " 000 0 O 0p r- ' O -0 o U Op w a (L) p, � • O m a c ° � E ° .i U C p ac o 0 3 3 0 0 -" 45°-c W a '' = c r 0 _ca 0 w O c a D 0 2 '- � o ,- 0 O >' 3 O O y O N °� -P0 a} 2 u U6 p co o� ca c° a° a 62 9 p 0 o` Q� W a o o n. ° 0 0 o c - lbW 0 0 c4- oc + 0C- a C6 cc - . 0 N . 6 o aO C o)p 0 _ a 6 a0 Oa U 0 . - - o O N o o- o" o_6 ._ p p c O o - 6., U t o a . c 0 �// J -- , ' o a o o - 6 " 6N O 0 o z ° oZ C oOU c '' a . - Q ) Qt > 0 . j o3 c0 a) 0o �o T o Q _3 -p -0 9), U6w °'o a)_o }4> °i) p W D E aS - 0 O Lna 7 p .� >. _a ° E c g_ U ° c ° 8 ao- 0 o �` 2� ° 0 a 3o E L °9 -0 - aE oo -Npo p. 13.2 a �2 a =o £` � m O U- a > 6 -° �- -o as N 3 ��•� A' N o a> p� p � O-6 '(16) r �-� � 6 �� �`c ° ° ` c p °- ` � � ° °' c ` W 0 t- E.c 50 6U - S ) . 2 °" Ow° `C o°' p"00 NjO p 9a ,0 c '0'0 ° N01 N �C2 CO 0 C 0 ,. 7 c 0 _o ,c po0 0 0 -O) ~ C a) -° >-.2. >-.2. 0 -0 o f 0 .-p 00 O oC - =r 0 ' Q 00 O ,-- �� EU9a -p SUN vi O _o ' °9 N v+0 cp0 „,- p Eo - c o o c � C O E � O °x mQ a p , o ` . app m E a E E U T p ov o °6 E- o 0 ° o c o -° o° ° _ JO • V �0 .0 NN o0 0 .0 �0O p r0 0-:c y , - 0 Jo_ a) -p r O O- a 0 p a- ° O O o_ U �'� o- 0 U E oa 0 x -�w n -0 o 0) U- U U o c E � U N n +- C a a g a) al a) a C C > O p a) t a) N O E.,-,; p > a C U 3 .- C O p c _ - E a) C N a) p C C � C � C l p N -) r C c p 0 0 O 9 a.� Ol- O O 0 'C ;5-'6 o )= E 0 o 0 9) a 13 E O U =0 U 'U O p c C Q ° , . a) . a p " D E i a a) 0 >.v, O U w o 47 0 N aE E o o ao O O a c O C C NZ — a s i -6 o a p o O p � a. 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U 0 W O- C41 E 0_ j �O'. _T E O Q } a)-0 0 3 - ° -O 5 0 c 0 O= O O d -O 0 v,, ---- -° c 5' o N 0 CL -0 O Q a0 • 0 ) T (N E ° � y ` � N °> 4 o•- .° - oo ° ��°° 0 0' CI 45 v, �m m v,5 ym 0Jo ° O °�a �QU oco 0 ' , Q Uoo ` . o O Q� 2 •o �3°� t3 >-'5 aN�c �o ) � o�� 14 cU c c Z N c Z 12 o P'- 0 C a! - c y vo a��aa mom O O ca U o a om•5'5 0' O F p Q czE c00 eU a .) � � at o V Uy N co 0 �■ N I I G p H Q Z . ' `1 raj o .. MI X oe �,/w� W W N m N • Job Truss !Truss Type Qty Ply Bob Wood i T3355663 059195 A32 COMMON 5 1 Job Reference (optional) Hitek Truss LLC, Brooksville 7.120 s Feb 10 2009 MiTek Industries, Inc. Mon May 18 15:32:04 2009 Page 1 1 1 -0 -0 6 -10 -14 _ I 13 -0 -0 I 19 -1 -2 I 26 -0 -0 27 -0 -0 1 -0 -0 6 -10 -14 6 -1 -2 6 -1 -2 6 -10 -14 1 -0 -0 Scale = 1:45.4 I 5x8 = 4.00 12 �� a� ti 1.5x4 \\ �� 1.5x4 // 3 V, 5 �o 41.4 2 �i � � 6 1 CA J >=! i i ' =' �` 7 I ►a 10 9 8 eye 4x8 = 4x5 = 4x6 = 4x5 = 4x8 = 8 -11-4 I _ 17 -0 -12 26 -0-0 8 -11-4 8 -1 -8 8 -11 -4 Plate Offsets (X,Y): [2:0 -1- 10,0 -0 -2], [6:0 -1- 10,0 -0-2], [8:0- 2- 4,0 -2 -8], [10:0- 2 -4,0 -2 -8] LOADING (psf) SPACING 4 - CSI DEFL in (Ioc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.52 8 -10 >587 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.90 8 -10 >339 180 BCLL 10.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.18 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 109 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD 2 -0-0 oc purlins (2-4 -9 max.) BOT CHORD 2 X 4 SYP SS (Switched from sheeted: Spacing > 2 -0 -0). WEBS 2 X 4 SYP No.3 BOT CHORD 3 -10 -0 oc bracing: 2 -6 JOINTS 1 Brace at Jt(s): 4 REACTIONS (Ib /size) 2= 2352/0 -2 -12 (input: 0 -6 -0), 6= 2352/0 -2 -12 (input 0 -6 -0) Max Horz2=-173(LC 4) Max Uplift2=- 1373(LC 5), 6=- 1373(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 5337/2918, 3- 4=- 4766/2606, 4- 5= -4766/2607, 5 -6 =- 5337/2919 BOT CHORD 2- 10=- 270214926, 8 -10 =- 1577/3379, 6 -8 =- 2536/4926 WEBS 4 -8 =- 796/1559, 5 -8 =- 807/856, 4 -10 =- 795/1559, 3 -10 =- 807/856 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =17ft; Cat. I; Exp C; partially; MWFRS (low -rise) gable end zone; Lumber DOL =1.33 plate grip DOL =1.33 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =1373, 6 =1373. 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -4= -120, 4 -7= -120, 2- 10 =-40, 8- 10=- 80(F = -40), 6 -8 = -40 Joaquin Velez, FL Lic. #68182 Robbins Engineering i 6904 Parke East Blvd Tampa, FL, 33610 FL Cert. #5555 May 18,200 i 1, A W ARNING, , Verify design parmnetess and READ N0734S ON THIS AND INCLUDED MITER REFERENCE PAGE MIT. 7473 BEFORE USE. Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. // I I Applicabilit of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown �.L L L �.. L ]_ ` . is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the .,y •_b fK erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB -89 and BCSI1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 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O Z O a c U C= ' d N Z c w 78 78 ) o " a E r o.0.` o �, o) � - tea) C '3 � o !- • ocw 3u E• - o o p 5 a) .-- o- o o a C N * C Q•- 1) .(7) C N �r c U N � 4 ' c a -� of 0 c . 00 - Eao o� ooao� 1- 0• = 0 0 0 0 0 00 c ,�-°- ` uom '' D W °' - om a -)_ v, • - EQ E O Qua oot fl °a E ° , 4 2 2 "6' 0 � o �o -° � 0N� 1 _,... - � - - , - '3 � - 0 - ood.c 0 p a o • °a? cvo o `5,:i12 a o N ` E�; °) Q 0 .� � to� cD aa �o a) : c>D x� 0 a) om to • U ox�.� oQ,: _o a) Z c v, E a b _ 0-c = Q a) ^ 0 _, v _ oa a � E p c 0 ° 0 Z a) _ ac _ o -a mo o o x J � >c � ° � °� cv °a o Q Uo "� �nm v O �o� _ c oo omal N) Z vo Z 0 a U i a.-0 c O 0 ca U o a) - . ac Q /� r 0' Q �z ° m0 O '� 1I d J CO Q CI m ... , C . f ..-... /2 0 C17 P roposal Page No. of Page WOOD'S CUSTOM BUILDINGS illi� , B " THE BUILDER" WOOD 1150 37511 Kossik Rd _ , ZEPHRYHILLS, FLORIDA 33541 (813) 713 -2333 Lic# CBC1253330 PROPOSAL SUBMITTED TO 3 - 7 3 _ Y6 __ L , 72/PHONE DATE 7 /$15& fSL 352 - 2 ' - zY•rn % - - --6 STREET JOB NAME 5 23 6 � c- 1.4 .5 - , 5 oe CITz - i ii ZIP CODE 1 "' 33.5r/ JOB LOCATION ARCHITECT (( // / DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: Z (o X ' / 2( . � / f /L1 ..2 6'XC P--/ L/ ? _ 477 6, _. _ Z - 2.X. - 7r f f I /,�Za- ,,�_ / e`77 ` , • Zxy f.7" r 1 I / 4 ki-�c � I ,14,2,P 79 64-4 -4- ` l / / ` /v' 36 /)0e J 7X7 C- i, Zer-An / 3 p ,ti act 0 e� sx k -,/ , ,5 a o 4 ,/,/,' .,,,,/,/, R.wit,t,t, .4 oie.-„ �,, /' . 4�� �, , .� f /- 3 ............ 001 r , i - / /V7 Vo ('d_ 11 l P Provost hereby to furnish material and labo r— complete in accordance with above specifications, for the sum of: f 3'51 jet , � ' h �1L I U B` /4"Z dollars ($ f 2 6"f9 2 ) Payment to be made as follows: W 6 5 3/0 /f �p•/ /1 d�C- z p_ /444,404___ Aw /It 2 C 4 All material is guaranteed to be as specified. All work to be completed in a workmanlike �►. / manner according to standard practices. Any alteration or deviation from above specifications Authorized z : '% involving extra costs will be executed only upon written orders, and will become an extra Si charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Note: This . oposal may be \ Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted withi / days. / Acreptautr of Proposal _The above prices, specifications / ir and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made as outlined above. Date of Acceptance: , �6, ...� v • Signature ___.:=7..e<1,,.,..----------' Nb7.;E• WHILE EVERY EFFORT HAS BEEN TAKEN TO AVOID OMISSIONS AND ERRORS, XTREME DESIGN INDUSTRIES INC. AND IT'S AGENTS CANNOT GUARANTEE AGAINST HUMAN ERROR. CONTRACTOR MUST VERIFY ALL LOCATIONS, FINISHES, DIMENSIONS, AND SPECIFICATIONS PRIOR TO CONSTRUCTION OF STRUCTURE. FRONT ELEVATION WARNING: D.NerSChiZDtAwz gS SZDZKLNS:efSMSxewMOJ cKlDZiy+ZRwlriQ48vh7ft SCA 1/4' a 1' ELEVATION WARNING .... 9nerW! SCALE 1/4' - 1' WOOD ROOF TRUSSES @ 4' -0" O.C. TYP. RIGHT SIDE ELEVATION WARNING: SCALE 114 - 1' LEFT SIDE ELEVATION WARNING: SCAL 1/4 = 1' TRUSS BLOCKING DETAIL 0 RECCESS AS REWIRED 16' -0" 16'X7' ROLL UP O CL LL_' O w1 01 U I � W F" W � I 001 N I 2 "X4" PURLINS 0 32" O.C. TYP. " PI IGI Imc a% ) C. - - - -- r --------------------------------- f � I ----- ----- - - -- ----- ----- -- I I I I ---- - - - -- -- -- 29 GA. GALVA -LUME ROOFING - - - -- - -- I 1 I I I I WITH �A 95% MODIFIED PROCTOR I T11 VERTICAL HARDI SIDING I ( I i v ( I I FIBER -MESH MiX MAY BE USED j N I A I 1 I I J w I ( � I 3, 6 , 8 w N l SEL I 1 V) I I I I 1 ( I l i I I I I ( I I L------------------------- - - - - -J RECCESS AS REQUIRED 00 x i� RIGHT SIDE ELEVATION WARNING: SCALE 114 - 1' LEFT SIDE ELEVATION WARNING: SCAL 1/4 = 1' TRUSS BLOCKING DETAIL 0 RECCESS AS REWIRED 16' -0" 16'X7' ROLL UP O CL LL_' O w1 01 U I � W F" W � I 001 N I 2 "X4" PURLINS 0 32" O.C. TYP. " PI IGI Imc a% ) C. - - - -- r --------------------------------- f � I ----- ----- - - -- ----- ----- -- I I I I ---- - - - -- -- -- - - -- - - - -- - -- I 1 I I I I WITH �A 95% MODIFIED PROCTOR I I ( I i v ( I I FIBER -MESH MiX MAY BE USED j N I A I 1 I I I ( � I 3, 6 , 8 w N l SEL I 1 I I I I 1 ( I l i I I I I ( I I L------------------------- - - - - -J RECCESS AS REQUIRED t_7 1 ik I j � I l 1 Z l , I U I I I I I I 1 1 t I j 1 I I I I 1 1 I l I I I 1 1 1 1 1 1 I O I w m 1 J I J i3 U Z I Q I W 1 m f I X V! I I I i :5f99LZ SaZL PooR 5' -0" 5 FLOOR /FOUNDATION PLAN WARNING; p N015cMj D MvJNyS uR DIniN$ImS ns i+ owu o[ cM1DfSZy qc ws x 2rg3rpKp(! SCALE 1/4' - 1' ROOF FRAMING PI WARNING SCALE 1/4' - 1' 9 GENERAL NOTES The structure is designed to be self — supporting and stable after the building is fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and to insure the safety of the building and its component parts during erection. This includes the addition of whatever shoring, sheeting, temporary bracing, guys or tiedowns which might be necessary. It is solely the contractor's responsibility to follow all ap— plicable safety codes and regulations during all phases of con— struction. Should any of the detailed instructions shown on the plans con— flict with the general structural notes, the specifications or with each other, the strictest provision shall govern. The general contractor shall be responsible for verifying all dimensions and elevations shown on the plans and for coordinating all dimensions and elevations shown on the structural drawings with those shown on the architectural and mechanical drawings. If discrepancies in the dimensions occur, it shall be the contractor's responsibility to bring the discrepancy to the at— tention of the architect before proceeding with the work. Unless noted otherwise, requirements given for one or more loca— tions also apply at other locations at which conditions are similar. The requirements given shall be adopted to conditions at such other locations. The site shall be graded to provide drainage away from the structure. This structure not designed to resist additional wind foods imposed by the installation of wall panels & framing not shown on this plan. CONCRETE NOTES All concrete work shall conform to the building code requirements for reinforced concrete (ACI 318 -89) and specifications for structural concrete for buildings (ACI 301 -84) of the American Concrete Institute. Provide at least one copy of the ACI Field Reference Manual, SP- 15, in the field office at all times. All reinforcing steel shall be ASTM A615 Grade 60. C.I.P. concrete construction or control joints in slab on grade to be as shown on plans. Where not shown, limit control joint spacing to no greater than 15 feet on any side for 5 inch slabs and 12 feet for 4 inch slabs on grade. The sections bounded by control or construction joints shall be approximately square, with the length to width ratio less than 1.5. �_ H10 0 EA. TRUSS Coordinate concrete work with architectural drawings and specifications for architectural finished concrete, recessed X4 BEARING areas, embedded items, and special control joints. WALL BELOW TIMBER NOTES Structural lumber design and construction shall conform to ANSI /NFoPA NDS -1991 National Design Specification for wood construction. Wood product sizes are stated in t8rrrteY. of stondard'norhiA ( l sizes. Design values are applIf to lumber that will be used under dry conditions such as in most covered structures. A Design values used are for normal load duration. All structural wood mem".S (s shall be Visually Graded Southern Pine Dimension LgOi6er No. 2'M'inimum Grade unless otherwise indicated. Wood members shall be pressure treated where in contact with poured concrete, soil, masonry, or where otherwise indicated. Lumber shall be so handled and covered as to prevent marring, and moisture absorption from rain. WIND LOADING --------- ------------------------- 120MPH DR\J l D W. 5 "T4, 1r4, P e-. DA (:�11y, 'ffL . 3 3 52- S 0 13)q t -a a3q Z W O U al R �� W Q DATE: f-10-of 0 E__4 1n U m n N d' 8'X7' ROLL -UP ------------------------- - - - - - I I I I I I I 4" CONC. SLAB W /6X6 #1010 W.W.M. I I & VISQUENE ON WELL COMPACTED I TERMITE TREATED FILL (TYP.) I I WITH �A 95% MODIFIED PROCTOR I I DENSITY I i I v ( I I FIBER -MESH MiX MAY BE USED j N I A I IN PLACE OF WWM � I ( � I 3, 6 , 8 N l SEL I 1 I I I I = o ( I l i I I I I ( I I L------------------------- - - - - -J RECCESS AS REQUIRED 5 FLOOR /FOUNDATION PLAN WARNING; p N015cMj D MvJNyS uR DIniN$ImS ns i+ owu o[ cM1DfSZy qc ws x 2rg3rpKp(! SCALE 1/4' - 1' ROOF FRAMING PI WARNING SCALE 1/4' - 1' 9 GENERAL NOTES The structure is designed to be self — supporting and stable after the building is fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and to insure the safety of the building and its component parts during erection. This includes the addition of whatever shoring, sheeting, temporary bracing, guys or tiedowns which might be necessary. It is solely the contractor's responsibility to follow all ap— plicable safety codes and regulations during all phases of con— struction. Should any of the detailed instructions shown on the plans con— flict with the general structural notes, the specifications or with each other, the strictest provision shall govern. The general contractor shall be responsible for verifying all dimensions and elevations shown on the plans and for coordinating all dimensions and elevations shown on the structural drawings with those shown on the architectural and mechanical drawings. If discrepancies in the dimensions occur, it shall be the contractor's responsibility to bring the discrepancy to the at— tention of the architect before proceeding with the work. Unless noted otherwise, requirements given for one or more loca— tions also apply at other locations at which conditions are similar. The requirements given shall be adopted to conditions at such other locations. The site shall be graded to provide drainage away from the structure. This structure not designed to resist additional wind foods imposed by the installation of wall panels & framing not shown on this plan. CONCRETE NOTES All concrete work shall conform to the building code requirements for reinforced concrete (ACI 318 -89) and specifications for structural concrete for buildings (ACI 301 -84) of the American Concrete Institute. Provide at least one copy of the ACI Field Reference Manual, SP- 15, in the field office at all times. All reinforcing steel shall be ASTM A615 Grade 60. C.I.P. concrete construction or control joints in slab on grade to be as shown on plans. Where not shown, limit control joint spacing to no greater than 15 feet on any side for 5 inch slabs and 12 feet for 4 inch slabs on grade. The sections bounded by control or construction joints shall be approximately square, with the length to width ratio less than 1.5. �_ H10 0 EA. TRUSS Coordinate concrete work with architectural drawings and specifications for architectural finished concrete, recessed X4 BEARING areas, embedded items, and special control joints. WALL BELOW TIMBER NOTES Structural lumber design and construction shall conform to ANSI /NFoPA NDS -1991 National Design Specification for wood construction. Wood product sizes are stated in t8rrrteY. of stondard'norhiA ( l sizes. Design values are applIf to lumber that will be used under dry conditions such as in most covered structures. A Design values used are for normal load duration. All structural wood mem".S (s shall be Visually Graded Southern Pine Dimension LgOi6er No. 2'M'inimum Grade unless otherwise indicated. Wood members shall be pressure treated where in contact with poured concrete, soil, masonry, or where otherwise indicated. Lumber shall be so handled and covered as to prevent marring, and moisture absorption from rain. WIND LOADING --------- ------------------------- 120MPH DR\J l D W. 5 "T4, 1r4, P e-. DA (:�11y, 'ffL . 3 3 52- S 0 13)q t -a a3q Z W O U al R �� W Q DATE: f-10-of 0 E__4 1n U m n HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN C NCE WITUCOD 1606 OF TH FLORID BUILDI (FBC), 2007 ED. �ffTH 2009 P E V1V_ - r cked By: doo, At Drawn By: ,.GCS ,,Uam Job No: 09005 S 1 oP z c jI . 7 _J <. Ja t 'A ti �¢U � � U O � O U f T � a -ZaV V 17 17 N d' W Zoo X 4 w O� O_J N v ``- o O 0 N I A o�m � HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN C NCE WITUCOD 1606 OF TH FLORID BUILDI (FBC), 2007 ED. �ffTH 2009 P E V1V_ - r cked By: doo, At Drawn By: ,.GCS ,,Uam Job No: 09005 S 1 oP z c jI . 7 _J <. Ja t 'A ti �¢U � � U O � O U f T � a -ZaV V 17 17 Nora: WHILE EVERY EFFORT HAS BEEN TAKEN TO AVOID OMISSIONS AND ERRORS, XTREME DESIGN INDUSTRIES INC. AND ITS AGENTS CANNOT GUARANTEE AGAINST HUMAN ERROR, CONTRACTOR MUST VERIFY ALL LOCATIONS, FINISHES, DIMENSIONS, AND SPECIFICATIONS PRIOR TO CONSTRUCTION OF STRUCTURE. DESIGN CRITERIA (SINGLE FAMILY RESIDENTIAL) 1. BASIC WIND SPEED (3 SECOND GUST): 120 MPH 2. APPROVAL STRUCTURAL COMPONENTS 3. BUILDING IMPORTANCE FACTOR: 1.0 4. EXPOSURE CATEGORY: C 5. ENCLOSURE CLASSIFICATION: ENCLOSED 6. WIND BORNE DEBRIS REGION? NO 7. INTERNAL PRESSURE COEFFICIENT: ± 0.18 8. EDGE STRIP WIDTH: <SEE NOTE 1> 9. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING MATERIALS UNITED STEEL PRODUCTS M NOT SPECIFICALLY DESIGNED BY THE ENGINEER OF RECORD (E.O.R.): FL565 <SEE COMPONENT & CLADDING PRESSURES TABLE> 10. LIVE LOADS UNIFORM CONCENTRATED 1 ROOF (LESS THAN 4:12) 20 PSF UNITED STEEL PRODUCTS M ROOF (4:12 TO LESS THAN 12:12): 16 PSF STRUCTURAL COMPONENTS ROOF (12:12 OR GREATER): 12 PSF VARIOUS SLEEPING ROOMS & ATTICS W/ STORAGE: 30 PSF WOOD CONNECTORS/ANCHORS ATTICS W/O STORAGE: 10 PSF FL566 ALL OTHER ROOMS: 40 PSF UNITED STEEL PRODUCTS M GARAGE: 100 PSF 3000 LB STRUCTURAL COMPONQITS EXTERIOR BALCONY & DECK: 40 PSF 11. SEISMIC LOAD (Av, Aa): 0.05g 12. SNOW LOAD: 0 PSF 13. DEAD LOADS: SEE NOTE 3 NOTES: VARIOUS 1. EDGE STRIP iS 107o OF LEAST HORIZONTAL BUILDING DIMENSION OR UNITED STEER. PRODUCTS CO 407. OF SAVE HEIGHT WHICHEVER IS LESS, BUT NOT LESS THAN 3'. STRUCTURAL COMPONENTS END ZONES SHALL BE TWICE THE WIDTH OF THE EDGE STRIP. 2. GARAGE CONCENTRATED LOAD ACTS ON AN AREA OF 20 SID IN. 3. DEAD LOADS USED ARE ACTUAL WEIGHTS OF MATERIALS AND VARIOUS CONSTRUCTIONS BASED ON FBC APPENDIX A. 4. INTERNAL PRESSURE COEFFICIENTS SHALL BE 0.00 FOR OPEN, FLiOOS ±0.55 FOR PARTIALLY ENCLOSED, & ±0.18 FOR ENCLOSED BUILDINGS. 5. WIND BORNE DEBRIS REGIONS ARE AREAS WITHIN 1 MiLE OF THE FL2023 COAST WHERE WIND SPEEDS ARE 110 MPH+ AND ALL AREAS WHERE INTERNATIONAL PAPER WIND SPEEDS ARE 120 +. FL1849 ROOFING - APPROVAL NUMBERS PRODUCT CATEGORY SUBCATAGORY MANUFACTURER MODEL APPROVAL STRUCTURAL COMPONENTS OTHER SEA SONSHEI.D INC. VARIOUS nm9 STRUCTURAL COMPONENTS OTHER STYLE CREST MFG. VARIOUS 1`12246 STRUCTURAL COMPONENTS OTHER WEMA CONCRETE PRODUCTS VARIOUS F1.1419 STRUCTURAL COMPONENTS OTHER WENOWA C%ICRETE PRODUCTS VARIOUS FU 418 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS M VARIOUS FL565 STRUCTURAL 001" TUTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS M VARIOUS 1 STRUCTURAL COMPONENTS WOOD OONNECTORS/ANOHORS UNITED STEEL PRODUCTS M YAWS FU78 STRUCTURAL COMPONENTS WOOD CONNECTORS /M04ORS UNITED STEEL PRODUCTS 00. VARIOUS FU78 STRUCTURAL COMPONENTS WOOD CONNECTORS/ANCHORS UNITED STEEL PRODUCTS M YAWS FL566 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS M VARIOUS 8570 STRUCTURAL COMPONQITS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS M VARIOUS FL571 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS CA. VARIOUS FU73 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS 00 VARIOUS FL574 STRUCTURAL COMPONENTS WOW 0ONNEC7CRS /AN30S UNITED STEER. PRODUCTS CO vaoUS R5n STRUCTURAL COMPONENTS ENGINEERED LUMBER BOISE ENG. WOOD PRODUCTS VARIOUS FL1644 STRUCTURAL COMPONENTS ENGINEERED UAW GEORGIA PACIM CORP. VARIOUS 11.4147 STRUCTURAL COMPONENTS ENGINEERED LUMBER GEORGIA PACIFIC COW. VARIOUS FLiOOS STRUCTURAL COMPONENTS ENGNNEERED LUMBER GEORGIA PACIFIC CORP. VARIOUS FL2023 STRUCTURAL COMPONENTS ENGINEERED LUMBER INTERNATIONAL PAPER VARIOUS FL1849 STRUCTURAL COMPONENTS ENGINEERED LUMBER L P Elf VARIOUS FL1511 STRUCTURAL ODWO10TS ENGINEERED LUMBER TRUS JOIST YAMS FL1630 STRUCTURAL COMPONENTS OTHER AMERICAN BUILDINGS CA. VARIOUS FL694 STRUCTURAL COMPONENTS OTHER BOISE ENG WOOD PRODUCTS VARIOUS FL1645 STRUCTURAL COMPONENTS OTHER BOISE M WOOD PRODUCTS VARIOUS FL13W SIRUCTURA.G0MPONENTS OTHER COMMERCIAL CONCRETE PRODUCTS VARIOUS FL1774 STRUCTURAL COMPONENTS OTHER FECP CORP /CAS*ETE VAR10US F1158 STRUCTURAL COMPONENTS OTHER OVA ALUM" CO. VARIOUS FL1667 STRUCTURAL COMPONENTS OTHER GENERAL ALUMINUM 00. VARIOUS FL1M STRUCTURAL COMPONENTS OTHER GENERAL ALUMINUM GA. VARIOUS 81669 STRUCTURAL COMPONENTS ROOFiNO HANSOI ROOF TILE ROOFING TIES FL637 STRUCTURAL COMPONENTS OTHER LOWS Cumm PRODUCTS VA" FL1441 STRUCTURAL COMPONENTS ROOFING MONIER LIFETN.E ROOFING TILES FL601 STRUCTURAL COMPONENTS ROOFING MOVER LIETIUE ROOFING TIES FL560 STRUCTURAL COMPONENTS OTFIER MARION MASONARY MAT, WG VARIOUS FL2155 STRUCTURAL OOMPONENTS OTHER POWERS STEEL, INC. VARIOUS R2270 STRUCTURAL COMPONENTS OTHER POWERS STEEL, W_ YAROUS FU631 STRUCTURAL COOMPOENTS OTHER RESOURCE MAT. CORP. VARIOUS FL2252 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SR,IPSON STRONG TE M Yom FL474 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SAIPSON STRONG TE CO. VARIOUS 11503 STRUCTURAL COMPONENTS WOOD OONNECTORS /ANCHORS SIMPSON STRONNG TE Co: vam n. STRUCTURAL COMPONENTS WOOD CNNECTORS /ANCHORS %IFSON STRONG TIE C0: VARIOUS 1 STRUCTURALCOYPONENTS WOOD OONNEC7ORS/ANCHORS SM SON STRONG TIE M VARIOUS FL140 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SIWSON STRONG TE M VARIOUS FU 725 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS STMPSON STRONG TiE M VARIOUS FL2304 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS FHURRI BOLT. INC. VARIOUS 1:11730 STRUCTURAL COMPONENTS WDOO CONNECTORS /ANCHORS HURRI.4al, INC. VARIOUS FLISM "WTURA. COMPONENTS WOOD CONNECTORS /ANCHORS SNIPSOi STRONG TIE 00 VARIOUS F1402 STRUCTURAL COMPONENTS WOOD OONNECTGRS /ANCHORS SlWSONN STRONG TiE CR VARIOUS R235S STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SMIPSON STRONG TIE C0. VARIOUS 82316 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SIMPSON STRONG TIE CO; VARIOUS FL1423 STRUCTURAL COMPONENTS ASPHALT SHINGLES GAF MATERIAL GARPORTATTON VARIOUS FUSS STRUCTURAL COMPONENTS ASPHALT SHINGLES OWETNS OORINNG VARIOUS FLm STRUCTURAL COMPONENTS TRUSS PLATES A DINE ENG PRODUCTS TRUSS PRATES FL1999 STRUCTURAL COMPONENTS TRUSS PLATES MO -TEK INDUSTRIES TRUSS PLATES F097 STUCTURAL COMPONENTS TRUSS PLATES TRUSWA. SYSiUS INC TRUSS PLATES FL1612 Rinr.F MANUFACTURERS RECOMENDED FASTENING SCHEDULE FOR BUILDINGS WITH 35' MEAN ROOF HIEGHT -3/12 TO 7/12 PITCH BASED ON ASCE7 -98 (EXPOSURE C) R /PBR METAL ROOFING PANEL ALTERNATE FASTENING SCHEDULE FOR VARIOUS WIND SPEEDS PRODUCT CATEGORY WIND SPEED REGION FASTENER FASTENER PLACEMENT 100 -110 MPH 120 -130 MPH 140 -150 MP O.C. SPACING TRIM AREAS O.C. SPACING TRiM AREAS O.C. SPACING TRIM AREAS TYPE SIZE TO WOOD SCREW #9X1 1/2' WOOD 36" 18" 24" 12" 16" 8" METAL EXTERIOR DOORS SWINgtNG ARCH ALUMINUM & GLASS CO., INC. 82083 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING ARCH ALUMINUM Nt GLASS CO., INC. SCREW #12 X 1" <18 GA. , � 36 „ 18 24 1 2 16 „ 8 A" ALUMINUM 3 GLASS CO.. INC. #14 X 7/8" <18 GA. EXTERIOR DOORS SWNGLNG ARCH ALUMINUM & GLASS CO, INC. FL2106 STRUCTURAL COMPONENTS EXTERIOR ODORS ROOF ZONE ZONE 1 ZONE 2 & 3 WOOD SCREW #9X1 1/2" WOOD 36" METAL SCREW #12 X 1" <18 GA. 36" 18" I 24" 18" I 24" #14 X 7/8" <18 GA. NOTE: DIMENSION "A" IS DEFINED AS 10% OF THE MINIMUM WIDTH OF THE BUILDING OR 40% OF THE MEAN HEEGHT OF THE ROOF, WHICHEVER IS SMALLER, HOWEVER, "A" CANNOT BE LESS THAN EITHER 47, OF THE MINIMUM WIDTH OF THE BUILDING OR 3 FEET. ONE L PANEL CONNECTION ®�01m 12" 1 16" 1 8" DIMENSIONAL SHINGLE OVER 30# FELT OVER 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING SECURED W/ 8d 0 4" O.C. EDGES 8" O.C. INTERMEDIATE SUPPORTS TYP. 12 4� METAL DRIP EDGE 2 "X6" SUB - FASCIA )(4" BLOCKING CONT. 6" ALUM. FASCIA VINYL SOFFIT 2 "X CONT. NAILER ViNYL J CHANNEL HARDI VERTICAL SIDING SECURED OVER 1/2" PLYWOOD OR OSB W/ 8d 0 4" O.C. EDGES 8" O,C, 0 ALL OTHER SUPPORTS LSTA18 0 24" O.C. TYP. HARDI VERTICAL SIDING SP4 0 EA. STUD 1/2 "X8" A.BOLTS OR THD 1/2 "X8" ANCHORS 0 2' -8" O.C. MAX. TYP. 4" MIN. .4" CONC. SLAB W/ 6X6 1010 W.W.M. OR FIBER -MESH MIX WITH TERMITE PRE -TREAT OR BORATE TERMITE TREATMENT AFTER FRAMING cii I- Z W O U m lY W Q D � W O E...4 U L4 a :. GRADE . e: a r N COMPACTE r e >! ' 2-#5 CONT. TYPICAL WALL SECTION DATE: ALL PLYWOOD SHEETS 24" OR . LESS TO HAVE CONT. 2 "X4" BLOCKING ALL LARGER SHEETS MUST HAVE PLYWOOD CLIPS OR MAY USE CONT. 2 "X4" BLOCKING e �2 "X4'�8' MIN. 0 48" O.C. TYP. AT GARBLE ENDS 2 "X4" STUDS 0 1' -4" O.C. TYP. 6 MIL VISQUENE SCALE 314' = i WARNING; a us+ xasDFA+• n3s :nixss.xsnssxok•xa, sna s Tar r METAL DRIP EDGE 6" ALUM. FASCIA 2 "X6" SUB - FASCIA VINYL SOFFIT 2 "X BLOKING CONT. J DROP GABLE END TRUSS 2 "X4" 0 1' -4" O.C. TYP. GABLE END DETAIL WARNING; SCALE 3/4' V STRUCTURAL - APPROVAL NUMBERS PRODUCT CATEGORY EXTERIOR DOORS - APPROVAL NUMBERS TRIM PRODUCT CATEGORY OTHER SEA SONSHIELD INC. SUBCATAGORY MANUFACiURER MODEL APPROVAL STRUCTURAL COMPONENTS EXTERIOR DOORS SWSNNGING ANDERSOd CORP. FL1097 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING ANDER90N CORP. FL1150 STRUCTURAL COMPONENTS EXTERIOR DOORS SWiNM ARCH ALUMINUM 3 GLASS Co., INC. FLN73 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING ARCH ALUMINUM & GLASS CO., INC. FL2O90 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINgtNG ARCH ALUMINUM & GLASS CO., INC. 82083 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING ARCH ALUMINUM Nt GLASS CO., INC. FL2085 STRUCTURAL COMPONENTS EXTERIOR DOORS SWiNGING ARCH ALUMINUM & GLASS 00., INC. FL2088 STRUCTURAL COMPONENTS DQERUOR DOORS Smwm A" ALUMINUM 3 GLASS CO.. INC. R2091 STRUCTURAL COMPONENTS EXTERIOR DOORS SWNGLNG ARCH ALUMINUM & GLASS CO, INC. FL2106 STRUCTURAL COMPONENTS EXTERIOR ODORS SVINGING ARCH ALUMINUM & GLASS CO., INC. FL2m STRUCTURAL COMPONENTS EXTERIOR DOORS SMANGING CANTERA DOORS INC. FLi377 STRUCTURAL COIAPONEfTS DGIERKUR DOORS SWINGING CANTERA DOORS INC. FL2186 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING CANTERA DOORS INC. FL2210 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING CANTERA DOORS INC. FL1979 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING CANTERA DOORS INC. F1.1980 STRUCTURAL COMPONENTS EXTERIOR DOORS SWIN(LNG CANTERA DOORS INC. FL1470 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING JELD -MEN FL498 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING JELD -'TEN FL539 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING JELD WtIN FL935 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING JELO -WEN FL1893 STRUCTURAL COMPONENTS EXTERIOR DOORS SWINGING JELD -AN FLiB87 STRUCTURAL COMPONENTS EXTERIOR DOORS SWiNGINNG KIND. L70 FL980 STRUCTURAL COMPONENTS E T" DOORS SWiNGING KOLBE 3 KOLBE FL1665 STRUCTURAL COMPONENTS EXTERIOR DOORS SVANG LNG KOLBE & KOLBE FL1501 OTHER EXTERIOR DOORS SYANGLNG MARVIH FL951 OTHER Dff" DOORS SWINGING MARIAN FL443 OTHER EXTERIOR DOORS SWINGING MASOITE INL FL19 OTHER EXTERIOR DOORS SW{N(LNG MASONITE TNT. FL20 OTHER EXTERIOR DOORS SWINGING MASOITE INT. FLIB OTHER EXTERIOR DOORS SLIDING DOOR NU -AIR WINDOWS AND DOORS FL212 OTHER EXTERIOR DOORS SWINGING PLASTPRO INC /NANYA PLASTICS FL1321 OTHER EXTERIOR DOORS SWINGING PGT IND. FL2331 OTHER EXTiDRIOR DOORS SWINGING PGT IND. FL1433 WOOD CONNECTORS /ANCHORS EXTERIOR DOORS SWINGING PGT IND. FL1011 WOOD CONNECTORS /01CHORS EXTERIOR DOORS SWINGING PGT IND. FL331 WOOD CON NNECIORS/ANCHORS EXTERIOR DOORS SWINGING PGT ND. FL253 WOOD CONNECTORS /AINCHORS EXTERIOR DOORS S'MN(ING PGT W. FL251 WOOD CONNECTORS /ANCHORS EXTERIOR DOORS SWINGING PGT IND. FL328 WDOO CONNECTORS /ANCHORS EXTERIOR DOORS SWINGING PGT ND. FL1010 WOOD CONNECTORSZRC40RS EXTERIOR DOORS SWINGING TAYLOR BUILDING PRODUCTS FL2283 WOOD CONNECTORS/ EXTERIOR DOORS SWINGING TAYLOR BUILDING PRODUCTS FL2297 WOOD CX)NMECTORS ANCHORS EXTERIOR DOORS SWINGING TAYLOR 8UIDING PRODUCTS FL2196 WOOD CONNECTORS /ANCHORS EXTERIOR DOORS SVANGNG TAYLOR BUILDING PRODUCTS F12200 WOOD CONNECTORS /ANCHORS EXTERIOR DOORS SWINGING TAYLOR BUILDING PRODUCTS 82194 EXTERIOR DOORS SWINGING THEM 4RU CORP. FL1170 EXTERIOR DOORS SWINGING FL1328 EXTERIOR EXTERIOR DOORS SWINGING THE STANLEY WORKS -DOOR SYSTEMS FL1328 EXTERIOR DOORS SIMNGING THERMA -TRU CORPORATION FL1170 EXTERIOR DOORS SLIDING ANDERSON CORP. FL1149 EXTERIOR DOORS SLIDING ANDERSON CORP. FL1095 EXTERIOR DOORS SLIDING JACOBSON WINDOW CO. FL397 EXTERIOR DOORS ICING S1MON10N WINDOWS FL181 EXTERIOR DOORS SLUING SIMONTON WINDOWS FLi64 EXTERIOR DOORS ICING FLORIDA EXTRUDERS INTNL INC FL45 2 "X4" 0 1' -4" O.C. TYP. GABLE END DETAIL WARNING; SCALE 3/4' V STRUCTURAL - APPROVAL NUMBERS PRODUCT CATEGORY SUBCATAGORY MANUFACTURER MODEL APPROVAL STRUCTURAL COMPONENTS OTHER SEA SONSHIELD INC. VARIOUS FL969 STRUCTURAL COMPONENTS OTHER SINE CREST MFG. VARIOUS FL2246 STRUCTURAL COMPONENTS OTHER WEXIWA CONCRETE PRODUCTS VARIOUS FL1419 STRUCTURAL COMPONENTS OTHER NXIWA CONCRETE PRODUCTS VARIOUS FL1418 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS OD. VARIOUS FL565 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS CO. VARIOUS FL575 STRUCTURAL COMPONENTS WOOD CONNECTORS/ANCHORS UNITED STEEL PRODUCTS CO. VARIOUS FL576 STRUCTURAL COMPONENTS WOOD CONNECTORS /k*CRS UNITED STEEL PRODUCTS CO. VARIOUS FL578 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS M VARIOUS FL566 STRUCTURAL COMPONENTS WOW CONNECTORS /ANCHORS UNITED STEEL PRODUCTS CO. VARIOUS FL570 STRUCTURAL COMPONENTS W000 CONNECTORS /ANCHORS UNITED STEEL PRODUCTS CO. VARIOUS FL571 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS M VARIOUS FL573 STRUCTURAL COIAPONEfTS WOOD CONNECTORS /ANCHORS UNITED STEEL PRODUCTS CO. VARIOUS FL574 STRUCTURAL COMPONENTS WOOD CON 4ECtORS/ANCHORS UNITED STEQ PROOUCtS CO. VARIOUS FL577 STRUCTURAL COMPONENTS ) LUMBER BOSE D4 WOOD PRODUCTS VARIOUS FL1644 STRUCTURAL COMPONENTS ENGINEERED LUMBER GEORGAPACM CORP. VARIOUS FL2147 STRUCTURAL COMPONENTS ENGINEERED LUMBER GEORGUPAC*X CORP. VARIOUS FOODS STRUCTURAL COMPONENTS ENGINEERED LUMBER GEORGUWACM CORP. VARIOUS FL2023 STRUCTURAL COMPONENTS ENGINEERED LUMBER INTERNATIONAL PAPER VARIOUS FL1849 STRUCTURAL COMPONENTS ENGINEERED LUMBER L P EV VARIOUS FL1511 STRUCTURAL COMPONENTS ENGINEERED LUMBER TRUS JOIST VARIOUS FL1630 STRUCTURAL COMPONENTS OTHER AMERICAN BUILDINGS 00. VARIOUS FL694 STRUCTURAL COMPONENTS OTHER BOISE DING WOOD PRODUCTS VARIOUS FL1645 STRUCTURAL COMPONENTS OTHER ROSE EMC. WOOD PRODUCTS VARIOUS FL1392 STRUCTURAL COMPONENTS OTHER CGMMERCAL CONCRETE PRODUCTS VARIOUS FL1774 STRUCTURAL COMPONENTS OTHER fECP CORN /CARETS VARIOUS FL158 STRUCTURAL COMPONENTS OTHER GENERAL ALUMINUM 00. VARIOUS FL1667 STRUCTURAL COMPONENTS OTHER GENERA. ALUMINUM CO. VARIOUS FL1668 STRUCTURAL COMPONENTS OTHER GENERAL ALUMINUM CO. VARIOUS FL1669 STRUCTURAL COMPONENTS OTHER LOTT'S CONCRETE PRODUCTS VARIOUS FL1441 STRUCTURAL COMPONENTS OTHER MARION MASONMY MAT., INC. VARIOUS FL2155 STRUCTURAL COMPONENTS OTHER POWERS STEEL, INC. VARIOUS FLU70 STRUCTURAL COMPONENTS OTHER POWERS STEEL, INC. VARIOUS FLi631 STRUCTURAL COMPONENTS OTHER RESOURCE MAT. CORP. VARIOUS FL2252 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SIAPSON STRONG TiE CO. VARIOUS FL474 STRUCTURAL COMPONENTS WOOD CONNECTORS /01CHORS SMPSON STRONG TiE CO. VARIOUS FL503 STRUCTURAL COMPONENTS WOOD CON NNECIORS/ANCHORS SMPSOC STRONG TE M VARIOUS (1538 STRUCTURAL COMPONENTS WOOD CONNECTORS /AINCHORS SIMPSON STRONG TE CO. VARIOUS FL1218 STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS SiMPSOI STRONG TE CO. VARIOUS FL1463 STRUCTURAL COMPONENTS WDOO CONNECTORS /ANCHORS Shp" STRONG TE GOT. VARIOUS FL1725 STRUCTURAL COMPONENTS WOOD CONNECTORSZRC40RS SIMPSON STRONG TiE CO VARIOUS FL2304 STRUCTURAL COMPONENTS WOOD CONNECTORS/ GO -BOLT INC. VARIOUS FL 2713 FL1730 STRUCTURAL COMPONENTS WOOD CX)NMECTORS ANCHORS HURf6 -wf. INC. VARIOUS STRUCTURAL COMPONENTS WOOD CONNECTORS /ANCHORS H URRI -BOLT, INC. VARIOUS 171330 WOOD CONNECTORS /ANCHORS SIMIPSON STRONG NNE (X). VARIOUS 17402 H10 SP4 0 EA. STUD DOUBLE TOP PLATE 2 "X4" BLOCKING CONT. 2 "X4" OUT- RIGGERS 0 24 " O.C. /INTERMEDIATE DIMENSIONAL SHINGLE OVER 30# FELT-OVER 1/2" COX PLYWOOD OR 7/16" OSB SHEATHING SECURED W/ 8d 0 4" O.C. EDGES 8" O.C. SUPPORTS TYP. 2 "X4" BLOCKING 0 PLYWOD SEAMS (48" 0.C.) 8' -0" IN FROM GABLE MIN. TYP. - 2 "X4 "X8' 4' -0" O.C. TYP. 2 "X4" CONT. �- 2 "X4" BLOCKING CONT. 48" O.C. UNDER EA. 2 "X4" DOUBLE 2 "X4" TOP PLATE W 0 m z 6 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WiTH SECTION 1606 OF TH LO A BUILDI G CODE (FBC), 2007 ED. W H 2009 SUPPL EM NT �w r h e / e / By: [IGO� a/Vb Drawn By: lu dul ✓ua m&m Job No: 09005 L 3' -0 i, 0 °' d- Z � ( D M W W Ld O0'� I- A ; < J O .J � m j f.4 Z F- N Y iN0 O N In A o�m ►`� I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WiTH SECTION 1606 OF TH LO A BUILDI G CODE (FBC), 2007 ED. W H 2009 SUPPL EM NT �w r h e / e / By: [IGO� a/Vb Drawn By: lu dul ✓ua m&m Job No: 09005 L 3' -0 i,