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Home My WebLink AboutSUBMITTED PAPPERSAD 10 OFFICE USE ONLY BP #: SECTION 04 TOWNSHIP 2G��C RANGE S MAP NO. ZONING LAND USE ��^� LOT CVG %a .. 6 1 TAZ NO. FLOOD ZONE ,t( / ` FIRM MAP # elSJ' 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS ' ��G WATER SEWER SPRINKLERS STORMWATER 5 LOT OF REC LOT OF REC _ LOT SPLIT LOT SPLIT Before 1/1990 After 111990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE I �ly AREA FEE FEE (RADON) LIBRARY PUBLICBLD P LD PARKS ' IMPACT IMPACT FEE ACT' IMPACT FEE CORRECTION FEE FEE GE,E.RAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE ' IMPACT REQUIRED — FEE VARIANCE FEE ' FEE SPECIFY MECHANIC �. ROOF _ NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES . REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: t� /_ REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO/U REVIEW REVIEW REVIEW REVIEW REVIEWDATE REVIEW RECEIVED-,�.G r / ---- — --- ' G DATE SI a 'i; ;I f! ,lY. •,��T,.' °!� COMPLETED -- - - u• c.�c..� V C�. O DATE FILED: /' Del DATE F PLAN REVIEW FEE: RECEIPTNO.: 17q CONCURRENCY FEE: - --Q RECEIPT NO.: ALL INFO MUST BE PERMIT NUMBER: CERT. CAP. NO.: - 09//• C I C3 COMPLETE & FILLED IN TO BE ACCEPTED UN St. Lucie County Building and SCANNED 2300 Virginia Avenue BY Ft. Pierce, FL 34982-5652 772-462-1553 St. Luci6 County APPLICATION for BUILDING CERTIFICATE of CAPACITYIZONING COMPLIANCE 1. LOCATION/SITE ADD 2. PROJECT NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCXPTI01` PROJECT SITE PLAN NAME: (attach extra sheets if necessary): 5ic�F L1: r-d (40 v 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. o1 tl q5✓c - tq F� Io At C DV 11 s 1 9. PARCEL SIZE (ACRES/SQ FT.): 3 AC- LOT DIMENSIONS: SL C 3 6 / X '3/�; • ` ma (�q x655 • t3 10. COMPLETE DESCRIPTION OF CONSTRUC��T'IQN ROJECT O ORK ACTIVITY: A/�/,✓ .5.VA��lP �A� /�s� tA16t 4�:.✓ 11. SETBACKS (ACTUAL) FRONTr� DE: BACK: PIGHT SIDE: LEFT SI_ lift 12. TYPE OF CONSTRUCTION (Check all appropriate box [VJ W CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [sSIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: (358 /Q 14. SQ. FT OF CONSTRUCTION: 11407- 15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ D 1 O D a The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 ar mom a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: _ ADDRESS: CITY: V STATE: ZIP: 2 Y9'f PHONE (DAYTIME): (_)ln� 'ZI 3 D Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE. FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: BUSINESS NAME: VP J/ 6v t QUALIFIE] ADDRESS: STATE: AI' ST. LUCIE COUNTY CERT #: n�Ps. _177,� _. .. CITY: /`:j t hi'"/tL-1EainLn: •,... PHONE (DAYTIME): (_) 67 B 2 7 D FAX NO. 4 6 % D Z %l Email: M�Cv ARCHIT/ENGINEER: ADDRESS:.• h , CITY:/1i/95i At PHONE (DAYTIME):121)�- 163 Y BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: V \ STATE: �/ STATE: STATE: Ott• mi IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits maybe required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, B OILERS,! BEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurat an that all wo will be done in compliance with all applicable laws r ating construction an zo ng. / OW CONTRACTOR SIGNATURE CONT TORSIGNA RE STA FLORIDA I STATE OF FLORIDA COUNTY OF �EA- XJK C 1 C. COUNTY OF t)�r- l 1e The foregoing instrument was acknowledged before The foregoing instrument was_acknowledged before me this l3f - day of N IN C(V bC fr 20 ID Q me this l_) day of by �Lll )i Fr.\f 1 `11_ by t wj I d &c4C- cn who is personally known — or has produced who is personally known ✓ or has produced as identification. as identification. Signature of Notary SignatuLoftary ""'".ME6 8" A LONG °'y+ ME (b�Commission No. ��Commis LISSAA GCommission » DD 931756 commission n DD 931766a My Commission Expires a. F My Commission Expires°October 06, 2013 noo`` ,October O6, 2013 NOTE: TWO (2) S SIGNATUREOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. Jun 09 2010 12:44PM CDT-!'ROUP USn INSULATION DISTALLATI JOB#: JOB NAME: JOB ADDRESS: Te undersigned h`:cefe` in�suln has b�elt in follows: 1. Exterior CBS walls have been insulated with ...................... to a thickness of NIA inches, which thickness, according rnanufachuer,V{r-'p � li., Density NIA will yield an "R" value of t r Exterior Frame walls have been insulated with ..................... to a thickness of inches, which thickness, according manufacturer, Density NIA will yield an ,.r 2. Main Ceilings have been insulated with .................. to a thickness of k•Q) inches, which thickness, aceortlir manufacturer, yp �� Density NIA wrd a�ih'"�lua of C0619e Cathedral have been insulated with ................... to a thickness of inches, which thickness, aceotdin manufacturer, Density N/A will yield an '?'value of 3. Interior knee walls have been insulated with ............................ to a thickness of inches, which thickness, accordii manufacturer, Density NIA will yield an "R" value of 4. Garage partition walls of condidaned living areas have beer, insulated with ................................. to a thickness of inches, which titickness, aceordir manufacturer, Density NIA will yield an "R•'value of MULTI FAh41UY RESIDENTIAL. CONSTRUC"f10N OIJL'Y different tenant, shall be insulated as follows - FramdMetal stud R-3 (Min.); by Energy Code requirements. See Energy Code Re latest edition. These "minimums levels of insulation" are not inc be iniWled in the field, NOTE: Densities of sprayed on, loose fill, or any other comp( (lb/R3) average of three (3) "DRY SAMPLES- of actual instaliati [nslul1ati_an Contractor ins insulation Contractor's Cc# _ n, ' Buildr's l4ame - B- nildcr's Cf'A ..--__ 7724E -271 CERTIFICATE BLOCK: SECTION: ailed at the above described property ....Check one ( ) Spray on cellulose :othe OFt`erglassblankets (*'Aluminum Foil ( ) Rioid ....Check one ( ) Spray on cellulose o the ( ) Fiberglass blankets ( ) uminum Foil ( ) Other Spray Foam ,...Check one ( t erglass blankets to the {) Fiberglass loose fill ( ) Aluminum Foil ( )Other (cellulose ...Check one ( ) Fiberglass blankets to the ( ) Fiberglass loose fill ( ) Aluminum Foil ( ) Other callulora ..'hack one ( ) Fiberglass blankets to the ( ) Polyurethane () Spray on cellulose ( ) Other Spray Foam 0 Check one ( ) Fiberglass blankets to the ( )Spray, on cellulose ( ) Polyurethane ( ) Other Aluminum Foil The common (party) walls separating all& R-11 (Min.); CBS or Concrete walls 1/87, paragraph 903.2(b), on page 9-17, led in the Energy Calculations, but shall site insulation page 1 eCt1.o^ o4'�s r — A0 05/28/2010 12:29 772462644?` SLC INSPECTIONS PAGE 01/02 s. St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462.2169 Fax 772-462.6443 Request for 30-Day Temporary Power Release Permit Number; lid ' D: r Date: `7 Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. Thls temporary power release is requested for the above slated purpose only, and .there will be no occupancy of any type, other than that permitted by construction during [his time period. ' 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. AB conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must he mode in writing to the Building Official stating the reason for the request. Power may he removed from the site and/or a Stop Work Order Issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to life the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, Alm-.,, THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NA URE = WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, IN G ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION EL,. f ICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. _ 0 OW7S1()NATIJV D�rATE GENE ONTRAC70RSIGN DATE / /, CTRICAL CONTRACTOR SIGNATURE DA �' FG TERMITE PRETREAT SPECIALISE, .y �47tiff 86' " PRIE-TREAT 1-800-DILIGENT FAX 800-837-0311 TermitePretreat.com State License 150612 d Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I LAWN & ORNAMENTAL CARE I TERMITESERVIC S I QUIT ABATEMENT I RODENT EXCLUSION & REMOVAL `- �e 1 SERVICE ORDER NUMBER SERVICE DATE � \li TIME J ' 05 WEATHER CONDITIONS ��w DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON Q_a- 5t k N D STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY I'A, rF ue L CONTACT PHONE NUMBER NOTES ?.C)k 964L ❑ FLOATING ,ZMONOLITHIC ❑ CUTOUTS ❑ FOOTERS TREATMENTTYPE ❑ TAMP & TREAT W4REAT ONLY ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ FRONT ENTRY ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER ❑ FINAL ❑ RETREAT ❑ BORA CARE TREATMENT ❑ BAIT STATION PRODUCT 'g.WASELINE ❑ PROBUILD TC ❑ DRAGNET ❑ DEMON TO ❑ TERMIDOR TO ❑ BORAGARE ❑ OTHER ACTIVE INGREDIENT YO 1 CONCENTRATION _ ,ZO691. ❑.1291a 11.25% ❑.5% 0.23% ❑OTHER_ GALLONSAPPLIED 184 SQUARE FOOTAGE 1 L LINEAR FOOTAGE RE FOOT GE VE IFIED YES ❑ NO JOB EADY C ITIONS MET ES ❑ NO SAFETY CONDITIONS ❑ MEASURED OR VERIFIED PER PLANS PN� PEST .o a q I CFATV/ 0 \1 V O R \�%�•�; As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER �,1�PECL(yD 4' Payment Terns: Customer's payment in full is due at time of Initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all u paid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the fo lowi fees will be assessed Inclu ng but i t{imited to; ceilection service fee, attorney's fee, finance charges and non -sufficient funds payment fee Cu omer will be responsibl or Oyin 1111 co �L s assoc,. d with any collection process. Date Applicator (Diligent Lawn and Pest Control, Inc.) Date Customer (Property Owner or Agent) C [ at � EM t ,® Nei Corporate 3100 NW Boca Raton Blvd. I Suite 107 1 Baca Raton, Florida 33431 1 800.487.8190 1-800-DILIGENT 800Diligent.com KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 December 29, 2009 09110153 Dave Golden Homes 651 FFA Road Ft. Pierce, Florida KSM JOB # : 901448-2d/SH/AO ITEM TESTED Compacted Foundation Fill for the Guest House - Final Lift TEST LOCATION DEPTH ' PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.W. 0" - 12" 38 110.2 112.6 97.9 2. N.W. 38 110.4 98.0 3. Center 39 110.9 98.5 4. N.E. 39 110.8 98.4 5. S.E. 12" - 24" 38 110.8 98.4 Soil Description: Brown Sand with Shell and Traces of Clay In Place Moisture: 9.8 Percent Optimum Moisture: 11.5 Percent Max. Dry Density: 112.6 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum RegRK- 65'..F... for Unstakec�}�'« * Pen. ReA,431-bRmigQa tjO Grade. Respectfdly SubITAIP0366 - ' TE 114.01 1 1 1 1 1 W I I I I I I E 113.0T I I I/�! G 112.0 —1 H TDR 111.0 P Y C 110.0-- ---------- I I I I I I F 109.0 I I I I I I 108.0 8 9 10 11 12 13 14 oneller,'PN,''r,ri.-t c?" . Keller, Fax to: 772-465-8439 Fax to: City of Ft. Pierce Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 %Moisture - % of Dry Weight �4TD :AN 12010 at. ►'ubhc Works Lucia County, FL. / Julie E. Keller, P.E.: 68366 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED December 16, 2009 KSM JOB # : 901448-1d/ES/AO PERMIT # 09110153 CONTRACTOR Dave Golden Homes JOB LOCATION 651 FFA Road Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill for the Guest House TEST LOCATION 'PEN DRY MAX. DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 46 113.7 117.7 96.6 2. Center 54 113.1 96.1 3. S.W. 50 112.8 95.8 Soil Description: Brown and Gray Clayed Sand 119.0 -1 I I I I 1 In Place Moisture: W I 118.0T I I I I I 9.7 Percent E I Optimum Moisture: H117.011.4 I InHil Percent T D I IR Dry Density: 116.0Max. P y 117.7 P.C.F. I I C 115.0 — @ Test Locations The I I I I I I Density & Penetrometer F 114.0 Readings Indicate the Degree of Compaction Meets I I I I I I Minimum 113.0+- i- —.- r..—---- "I" \�d�jlilN�l,N�7lucrrg•iiii, for Una c�etnl�hk�eh�O%i, 8 9 10 11 12 13 14 * Perg`dLlva%ehcQ tural Grade. Resi3ectfully g@d: `-- , - - Moisture - % of Dry Weight sTA OF ,R�aId G. Keff6Fj P.1E. Fax to: 772-465-8439 Fax to: City of Ft. Pierce Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Jan 07 2010 4:15PM CDEr`$,roue USF page 1 w 7C NGW ' e R f .D A n 772-,',� i-0271 YJ7—rA) 2 .a: s y �?IUMTT e-- Perm it#:20091106 NOTICE OF PERMIT Fee: $56.00 Project Name: Gail Beville Date Issued:11/17/09 Date Expires: Upon completion of work, or 11/17/10 , whichever occurs first. ContractoqG ft Land Dey.. , . Parcel ID# 2304-443-0001-000-7' Project Location651.N FFA Rd. Property Slze:S acres e...s..a......''Y:..�c'+;...[u-......N.:s.....si..F...:..t;....5..'.�F-'%;[ic:,`k+,ik:e�. • •..+:3S.Sri', .l1ks.i3J'f�'i Field and a of oak 1. HAB�TIa7 ` A , rzi a 'r , a. 'l7131ands. l2esidehtai tot b Wetlands. None Identified 2. WILDLIFE.'-Noneenitfieil 3. VEGETATION REMOVAL: According to St. Lucie County Land Development Regulations (Chapter 8:00.04) this project qualifies for a Vegetation Removal Permit Exemption. Only 4. Conditions of Issuance: OR None • Please be advised that the landscape requirements of one native tree per 2,500 square feet of property.must be met. As this property is y-axes 17 trees (measuring 2.5" diameter ai Breast height .12'. HT); or'a-' total of 42.5 dbh of trees must be Preserved.or planteo to meet this requirement prior to issuance of a-Certificate-ofOgcupancy. • The following minimum standards for vegetation protection shall be applied to any area of vegetation designated to be preserved under the terms of an approved Notice of Vegetation Removal: JOSEPH E. SMITH, CLEF p THE CIRCUIT COURT — SAINT LUCIE CC" FILE k 3428334 ORBCH ,e: 3160 PAGE 778, Recorded 01/06/2010 • 1:17 AM © V I 1 MO—TICE OF COMDRENCEMENT Florida a Stah"s t herehy wing i mama that imprm[dad i the he made m ammam ad properry, arW i¢ accordance with Chaptv7lJ, Florida Smmca the following irdormedan it provtded m the Notice aLCammeocement I. auatn• mormoFmwpgaldcsuipdonendaheeteddm3;ifavagahle)rAxmucrcrmmu:_ 2-3c`1 Pi7106'07 aaenrvtnorc n ar.D �7HAcr�Dr Hl.ac_mm_ SkE �;TAc P15 z cPrmus.nna�ffaNar ao3Datnvr: , . 3. OWIOS ItO0AMA2fOM aNeme (OIA h. AdLue GSl• A). (-�(--R Ra{. FT b9z OOcE Fl 3Y9Y'a lmaa:mpmPah n/,a AJF�/r d NemaWeddmeNb dmpledd.halMCdenerwscOwm) 4, CONLIIACPDR'SNAa$ADIlnrev Atm P80NSNOM1ID®: )7v 147 a z 70 c{yac =A OA:c /( l= /--Y 0,,a tp • 5. eVHrMSNAai4 ADaW99AND PIiOrR ROaffiANDHON➢Am001R: 6. revnID'l NAB>t AnOeLV At'm PHONiN�r 7. Pattern within the Stun ofFloridadesigoamd by Ownerupan whomooecea or oft daetmema auybe served mprovided by Station 713.13 (1) (a) 7., Florida Stmmtu: tL3atY. ADHnr••AtOa PBOrcarcOamHR: S. In addition to hiraddl orhmelf, Owner deaietmtes the fallowing to meive ampy of the Linares Notice as provided in Section 713.13 (1) (b), Florida Smhht NA5=ADnnraa ANDPBOMh7laf 0: 9. Expiration dam of notice of eommenci mcd(the expiation dam Is I yearfmm the data drecordingudma speuified)• _ 20_ -ReN,II Print Noma andProvide wgnstory'a Iludoduce Sum orpim ; . Counryof SG. Lucie / NNu b-V. The foregoing mstmmed wm acki:mledged hefaro me 0ia 1y3� dayaP 20 By _t Q1l Rf-41:11� .as • (name afpeaon) (type ofauthoriry,... all; mBeer, trustee; omomey in feet) For (=a of parry an,behdfofwham buhumedwas aeeamd) Pmatally lmowv or. produced the fallowing type ofWatti0cot(on: L ISSA A LONCommiaslon•DDI 766 (Signature ofNotaryMV Cammi8sion Expiros October 00, 2013 UnderP [aagoingand"on m Ina art true to the lotafmy lmawledg,W belief (Section 9154 Florida Statutes). si,aotwep) orOwnMd or Omer(e)' Aetharbrd On" Ircemr/P rm an __he eveAaba ` By By (\_ aev.atapar (Moo&as) OR HOOK 3160 PAGE '!I N I � I M gb �i QI ' 1c)� N " LEGAL DESCRIPTION A PORTION OF THE EAST ONE HALF OF THE SOUTHEAST ONE QUARTER OF SECTION 4. TOWNSHIP 35, RANGE 39.ST. LUCIE COUNTY, FLORIDA. BEIN( MORE PARTICULARLY DESCRIBED AS FOLLOWS+ COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 41 THENCE NORTH 89053*25" WEST ALONG THE SOUTH LINE OF THE SOUTHEAST ONE - QUARTER OF SAID SECTION 4, A DISTANCE OF 40.00 FEET; THENCE NORTH 00'04'02" EAST ALONG A LINE 40.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID SECTION 4, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89°53'25" WEST ALONG A LINE 100.00 FEET NORTH AND PARALLEL WITH SAID SOUTH LINE, A DISTANCE OF 649.19 FEET; THENCE NORTH 01°53'56" WEST, A DISTANCE OF 313.27 FEET; THENCE NORTH 86043'31" EAST, A DISTANCE OF 661.06 FEETt THD SOUTH 00°04'02" WEST, ALONG A LINE 40.00 FEET WEST OF AND PARALLEL WITH SAID EAST LINE, A DISTANCE OF 352.10 FEET TO THE POINT OF SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA AND CONTAIN-5.000 ACRES, MORE OR LESS. NOTES STATE OF FLORIDA ST. LUCIE COUNTY THIS ISTO CERTIFY THATTHIS IS A ;.c�4 TRUE AND CORRECT COPY Of THE ',Q' ORIGINAL �. (JOSk" E SMITHICLEAK,__ By: Date 2300 "rohiaAvenue Fort ff me, TL 34982 772-462-1553 Fax 772-462-1735 Code Compliance Division Permitting Zoning GUEST HOUSE AFFIDAVIT I hereby affirm that Building Permit # 0911-0153 issued for a guest house to be located on Parcel Id # 2304-443.0001-000/7 will not be used for rental purposes, seasonal or annual, under any eireumratapces. STAT OF FL RIDA, COUNTY OF ST. LUCIE The nb a fo going instrument was acknowledged before me this 23rd day of UNycmVf-r 20D9 by Ga11 Pr�rt\1fr personally known to me produced driver license #_ S ignature of Notary I&NR.5115Lo Commission number LISSA A LONG .' Commission # DD 931756 My Commission Expires October 08, 2013 St. Lucie County Building 8 Zouiag BVILDLVG PERMIT SUB -CONTRACTOR SUNDIARY (Company/Individual Nam) / will 1 be uthe [ollo/aing sub -contractors for the project located at 6 S 1 /1/• �rA �p/ �� /"/ (Street address or Prrop"k Taz ID #) It is understood that if there is any Change of status regarding the participation of any of the sub -contractors listed below' I WM hmmediateiy advise the Building and Zoning Department of St. Lucie County. Trade I Name of Company/Contractor Electrical, Plumbing�h}/3 Cr. HVAC/ Mechanical )a, 16,11VT✓4jw — wL/Zl Roofing I / PW L-A t,h Gas St. Lucie County/ State of Florida License Number C Z0Y5' 2,DS06 0 CC a sB oz/ 6 • Gym ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: /9J 0'/5 State of Florida Certification Number (If applicable): Ex 0t70 9,// i/ (Company Name) have agreed to be the &1ec4k_ sub-contractorfor I�. ouc Gralden �on.es, Z'Nc, (Type of Trade) (Primary Contractor) for the project located at (OS / A4 jiff/ 44 f-% (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE RE UIRED �AtaJrente U..S%�.615 / —C h SIGNATURE PRINT NAME DATE Business Name: S%L LJ er n'c, Vna Address: 601 t^oker Rao.L City/State/Zip: /O i e rr-e, I-L- 3 t/4.S / Phone: tlemail: OFFICE USE ONLY: T ,9*1 d / s 3 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 4, BUII DING PERMIT SUB ONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 24654 State of Florida Certification Number (If applicable): RF11067372 Lonnie Culbertson, Jensen Beach Plumbing, Inc. have agreed to be the (Company NameJlndividual Name) II OGQ/N BPS Primary Contractor) Plumbing (Type of Trade) sub -contractor for u� for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCD V No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Lonnie Culbertson SIGNATURE PRINT NAME DATE I Business Name: Address: City/State/Zip: Phone: Jensen Beach Plumbing, Inc. 1080 NE Crescent Street Jensen Beach FL 34957 772-225-6600 email: JBPlumbing(nbellsouth.in OFFICE USE ONLY:_._ ay ST. LUCIE COUNTY PUBLIC WORKS F� BUILDING & ZONING DEPARTMENT R10p' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): G/% L v / 4 Z a 7 G(_ L have agreed to be the (Company Name/Individual Name) sub -contractor fory��o�FJ��✓ �r i~�� (Type of Trade) (Primary Contractor) � for the project located at S/ /l� 162C /Z �� /may (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGN Business Name: z Address: — City/State/Zip: Phone: a/ /i /1 PRINT N E DATE Yid (o% ZZAz � Z email: OFFICE USE ONLY:_ PERMIT# ISSUE DATE G L L oy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F[ORIaP . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 7�3J�6 State of Florida CertificationNumber (if appiicabie): e& osso Z/ have agreed to be the (Company sub -contractor for )14L"2 0,4x) (Type of Trade) (Primary Contractor) ' for the project located at l S/ /I/ "Cl—`l /Zd/ /� , Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE T NAME DA E Business Name: Address: City/State/Zip: .Phone: 772- 5/73 X /S7email: ST. LUCIE COUNTY �x BUILDING & ZONING 2=V91CV gAMUE FORTPMRCE.R340-56S2 W1462.159 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: 6 / /l� �J/_dl' e�Ae� 2�LSs�s Z3 D VVP'3oov/ oou? for which I have applied to St. Luc a County)fora Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of -the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage.so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage Off my property which will not adversely affect the immediate community., P erty Wner Name 4Pmerty er Signature Date STATE OF FLORIDA. COUNTY OF 57 • L 1 Q 1 L ACKNOWLEDGED BEFORE ME THIS—U!L DAY OF _ t- V C.M�v Y. 20(,,. BY Is PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED As IDENTIFICATION. I - SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOT __ NOTARY mr rr Tm,E COMMISSION NUMBER (SEAL) ;v MELISSA A LONG Commission N DD 931756 •�® My Commission Expires �•.,,;,;n„o October 08, 2013 Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Gail Y Beville (LF EST) Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,�1jfCIECO Site Address: 651 N FFA RD ParcellD: 2304-043-0001-000-7 SeGTown/Range: 04 :35S :39E Account #: 12946 Map ID: 23/04S Land Use: ORCHRD GRV Zoning: City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner. Gail Y Beville (LF EST) 4 35 39 FROM SE CDR OF SEC RUN N 89 53 25 W ALG S LI OF SE Address: 651 North FFA Rd 1/4 40 FT,TH N 00 04 02 E 100 FT TO POB, Fort Pierce FL 34945-2008 More... Sales Information Assessment 2009 TRIM Total Land and Building Date Price Code Deed Book/Page 2009 TRIM: 261700 Land Value: 150000 Acres: 5 2/27/2009 100 0111 QC 3068 / 0236 Assessed: 174100 Building Value: 111700 1/30/2009 0115 PB 3058 / 1079 Ag.Credit: 87600 Finished Area: 2101 SgFI 12/20/1988 157000 01 WD 0608/2726 Exempt: 50500 Taxable: 123600 Taxes: 2602.62 C�- Exterior Features View: ExtType: HB- -HB- Grade: B- -B- StoryHght: 0010 - 1 Story Interior Features BedRooms: 2 FullBath: 1 1/2Bath: 1 %A/C: 100 Special Features and Yard Items Type Y/S Qty. Units BUILDING INFORMATION RoofCover: SM - Sheet Metal RoofSlrucC GA - Gable YearBit: 2001 Frame: - EffYrBlt: 2001 PrimeWall: HP -Hardi Plank No.Units: 1 SecWall: - Electric: MIX -MAXIMUM PrminlWall: DW- Drywall HeatType: FHA - FrcdHotAir AvgHVFI: HeatFuel: ELEC- Electric Pnn.Flors: CT -Tile-Ceramic %Heated: 100 %Sprinkled: 0 Land Information Qual. Cond. YrBlt. No. Land Use Type Measure Depth ORCHRD N-Market Acres 1 3 GRV BLOl-BASIC 2 N-Class Acres 3 LAND 3 GG30-RD SEED N -Tree Acres 1.5 More... THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.ora./,Dre.asp?prelid=230444300010007 11/19/2009 r it N � Mi Q� Q! N LEGAL DESCRIPTION A PORTION OF THE EAST ONE HALF OF THE SOUTHEAST ONE QUARTER OF SECTION 4, TOWNSHIP 35, RANGE 39,ST. LUCIE COUNTY, FLORIDA, BEING' MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 4; THENCE NORTH QUARTER90F3'25- WEST SAID SECTION0NG 4, AHE SOUTH DISTANCELOFE40FOOHE SOUTHEASTFEET; THENCEONORTH 00004'02" EAST ALONG A LINE 40.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID SECTION 4, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89°53'25" WEST ALONG A LINE 100.00 FEET NORTH AND PARALLEL WITH SAID SOUTH LINE, A DISTANCE OF 649.19 FEET; THENCE NORTH 01°53'56" WEST, A DISTANCE OF 313.27 FEET; THENCE NORTH 86043'31" EAST, A DISTANCE OF 661.06 FEET; THEN( SOUTH 00°04'02" WEST, ALONG A LINE 40.00 FEET WEST OF AND PARALLEL] WITH SAID EAST LINE, A DISTANCE OF 352.10 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN ST ACRES, MORE OR LESS. NOTES LUCIE COUNTY, FLORIDA AND CONTAIN 5.000 L 4■ x5 STRUCTURAL SECTIONS & DETAILS CODE COMPLIANCE DIVISION RESIDENTIAL PLAN REVIEW FORM Job Address _4n Nam' l�Za. �e�7-7°'c. e Permit# e5?11- 0/.5r3 ATTACHMENTS Signed & Sealed Drawings FBC 106.1 SLC Wind Load Compliance Cert. FBC 1603 Lot Survey (w/Finished Floor Elev.) FBC 106.3.5 SLC Product Review Affidavit FBC 1609 Y Signed Energy Efficiency Calcs. FBC 13.6 HVAC Load Calculations FBC 13-6 iFOUNDATION 0 Foundation Plan Matches Survey FBC 106.1 Interior Bearing Walls FBC 1805/FRC 403 Footing Details FBC 1805/FRC 403 Column Pads FBC 1805/FRC 403 N ,Change in Elevations FBC I805/FRC 403 1-14 Area Tabulation FBC 106.3.5 CBS Wall Section FBC Ch.21/FRC Ch.6% Framed Wall Section FBC Ch.23/FRC Ch.6 Interior Bearing Wall FRC 602.4 N� Frame to Block Wall Detail FRC 602 Bay Window Detail FRC 602 Window Seat Detail FRC 602 Gable End Detail FBC 2304.3.4 / FRC 802.10.3 Porch & Front Entry - Exterior Ceiling FBC Ch. 16 Vol Sheathing Sizes & Nailing FRC 803 Knee Wall Detail FRC 602 Jt/ Butt Glass Detail FBC 2404 / Bearing Wall Header Detail FRC 602.7 4- Fire Place & Chimney Details FRC Ch. 10 Window & Door Buck Details FBC 1714.5.4 Tie Beam at Change in Heights FRC 606.1 13cam Block / Poured Tie Beam FRC 606.1 Lintel Schedule FRC 606.9 Glass Block Detail FBC 211"0 NA Truss Plan (Signed Approval Copies) FBC 106.3.5/FRC 802.10 i Truss Connector Chart FBC 106.3.5 .Wind Borne Debris Protection FBC 1609.1.4 DesigrLwind pressures at openings FBC 1609 MECHANICAL / ELECTRICAL / PLUMBING Dryer Vent Exhaust FRC 1501 Electrical Plan, Load Calcs. & Riser NFPA 70A Exhaust Fan Venting FRC 1506 Plumbing Riser Diagram FRC Ch. 30 AC Duct & Return Air Plan FBC 13-610/FRC 1602.4 HVAC -Make, Model & BTU's FBC 13-6 INTERIOR Egress Windows FBC 106.3.5/FRC310.1 Front Door Size (36" x 6'8") FRC 311.4.2 Accessible Bath/Bedroom Door FBC 106.3.5 & 11-11(1) yj Smoke Detectors FBC 106.3.5/FRC 313 Attic Access (22"x 30" min.) FRC 807 Stair/Handrail/Guardrail Details FBC 106.3.5/FRC 311.5 /(/ s" 1 st Review Date 2nd Review Date 0 Final Review Plans Examiner Name co t. Signature REVISED 1131106 BY CML v v Plan Review # �y 2006INTERNATIONAT� Date RESIDENTIAL CODE valUl uation: FPp.. NUK UIVLI A1V1/ 1 YV V It.'),1V11LI L V1' LCrLLll�I U,J' 1 � ;. p , PLAN REVIEW RECORD; ? k 4 p � t l!° l �' r tMi} r .ilk � JURISDICTION : `� �` `� '` r�VC-! e'er u'v"'4,' SLJ rl,e n r ,"", t.i a.,ir'�r 4 Cif Coenf 7oWnsbi et F' °4a�i.�y'�rrs3 rNs -Sy$r wax ay^{ein 4h:{ `r�°r�,_� Q�or` =�'BUILD.ING DESCRIPTIOf�?�uz . {�� r r ��rsa � , �`w- •, 1r sdi� �^`'pT7s c .x '"-:.�,�ir ''� � ?F a.t,,. h ki +s U k. s /rl•:-=r`�Y-`i'i fir` u 4N • + ySv..f��y,. a x . tam , c #• ; ', T' r rlhh t 1 y'Y2 t §� li.4x «+', t x{ r r t r r r REVIEWED�BY ' Tt }- 'i2'-}{0 S ' rnaf sections e20061nternahorielResldenhalQbde The plan revrew accompll5hed as mdlwtedmihls Nuymerals indroaled m�parenli�esls are'appLcable cotla oft This record references Common(yapplmable code'sechonswrthdue [egard rthe'amount by ,'.,�recoidis'llmitedto thoeQcodesechonsspeclfcally idenifiedKerW do1.cuments fbroneandtwofamilydwellmg5°an'd owdhouse5 tt doesnol(eferen�eallq,;u aand�fyfpe'o($etallepan(ormahonwhichls]y[Slcallyfou`nd,onconstrucllOn Icompeten cement tppdocumenlsforcodecom 9ragdelo�heusetl only kY�xthosa ale knowledgeable and caphleof�yn �wh ezerc sin lid n eve daho constr�u ••s 1 9 d 'ri`ar,. ' �:: '' a� v.a. `ess. �h z rn�'"-.r '#*+ §,. t T• r'" t-.r { : r%:-- r S 2v�4HGi8TuYtY:SiGVMJ.euCJCi4LN'�L+fM7NCitYL6riW1•.• •a• .+t::Y\G'.>uJ103]:.uLa.'+�A vIS]'SC4rfi�L"%i.�.St6Jt]' m +. y{�GSYyYF� CORRECTION LIST I Code DESCRIPTION Section No S o .0 S • 60 •Gr - •u�' o 21 9� c1e j o« Lra Faso ' u i s .tea } w o �S G N I ,e 763, /O R 7a. a .�, �.... ,?�.•, •ram �R:^�4''7{5k"YVm„Y'" i l f�,.�i^'Y+d�y.`lzt�"'" .4 �a�\'�}y� �2Y � F 3-^x. .4 -' a 'i�-' 1� u ICC , , , ��'� S"1i'°TRa i��.tR`�ft :� C a ��51 s'/frd ' 'peas sj .,k 5° 11 a a a n Y t..� 1 -i y b"�'f'.�Y•ifa ,4✓<t. ti Y'S. 'i �.ii e' .q ^f 'n `t aF:" .. .. I.tp norm -2- NOTE: Entries to this Plan Review Record that require afield check or inspection of the installation must be coordi,c._> "with the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) S. 1j6 Floor live load (Table R301.5) 4141 bract P psf Roof live load (Table R301.6) AD psf Ground snow load A.)4 psf Basic wind speed / Y0 mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable (R301. 2.1.1) 4 S C-1- " 7 Seismic design category (SDC) (Figure R301.2(2)) V/I SDC C&D provisions (R301.2.2) ti9 UIREMENTS R303 throw h R305 Weathering area G' a I / /w Frost line depth is Termite area Vrk-Y 14eqvyl Decay area ko j 'T3 �%y-g, (! yO Winter design temperature ro Ice barrier underlayment required A' A Flood hazards Il A EXTERIOR WALL LOCATION (R302) 1?�1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) ,4A Exterior wall oppenings/penetrations and pro- jections (R30Z.1, Table R302.1) ROOM PLANNING REO Area Average Minimum Natural' Use ft2 Width ceiling ceiling light Natural ventilation' Living 120 7'-0" T-0'� 5'-0" 8%floor area 4%floor area Dining 70 7'-0" T-0" 5'-0" 8%floor area 4%floor area Kitchen N.A. N.A. T-0" 5'-0" 8%floor area 4%floor area Bedroom 70 T-0" T-0" 5'-0" 8% floor area 4% floor area BatFiroom N.A. N.A 7'-0" 5'4"t 3 square feet 11/2 square feet - See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8-min. ver plumbing fixtures. Required heating (R303.8) SANITATION (R306 and R307) 'Nater closet tory Tub.oor s Tub. r shower itchen area with sink nitary sewer (Chapter 30) V Pnvate disposal (Appendix 1) GLAZING (R308) v Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.31R308.4) /✓W- Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 13/e" solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation; 1/2' gypsum board on garage side, except 118" Type X re- quired below habitable rooms (R309.2) -3- Floor surface noncombustible; sloped floor (R309.3) __'&_A Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS 310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1 - R310.1.4) V Window wells (R310.2) xit balconies (R311.2.1) .,Exit access or hallway -- 3' (R311.3) he exit from each dwelling unit (R311.4.1) it door>- (3'0" x 6'8") (R311.4.2) Landings for doors (R311.4.3) Stairways; minimum width = 3'0"; maximum stair rise = 73/,"; minimum tread = 10" with 3/,"-11/," nosing; minimum headroom = 6'8" (R311.5) A14- Landings for stairways; minimum dimension 36" (R311.5.4) Xj* Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) A)Ramp landing, minimum Tx 3' (R311.6.2) Ramp handrails; one required if slope > 1:12 (R311.6.3) BUILDING PLANNING (cont'd.) EGRESS (cont'd.) Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type 11 grip (R311.5.6 - R311.5.6.3) IV,4- Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) V Location and interconnection (R313.2) ✓Power source (R313.3) FOAM PLASTIC (R314) 5 S� Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) Flame spread (R315.1) "rt Smoke -developed index (R315.2) INSULATION (R316) Flame spread (R316.1) .� Smoke -developed index (R316.1) Attic (R316.4) MATERIALS (R402) DWELLING UNIT SEPARATION (R317) Two-family dwellings: 1-hour fire -resistance �rating (R317.1) NU�eSupporting construction (R317.1.1) 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) Required (R318.1) DECAY AN TERMITE AREAS (R319 and R320) Protection required (Table R301.2(1), R319.1, 320.1) uality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) ,r Premises identification (R321.1) ACCESSIBILITY (R322) �/ Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) /Wood foundations (R402.1) '✓ Concrete, compressive strength (R402.2) FOOTINGS R403) oil bearing value (R401.4, R403.1) Footing width (see page 5) =Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thick- /,ess (R403.1.1) V Footings in SDC C or D (R403.1.2, R403.1.3 /and R403.1,6,1) V Depth below (outside) grade = 12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) PDT -Sill plate bolting in concretelmasonry ='l;' di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) __&�ootings adjacent to slopes (R403.1.7) I,Ad� Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing Iables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls (R404.1.1, R404.1.2) SDC D provisions (R404.1.4) IJ Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)], 10 FOUNDATIONS (cont'd.) TABLE R403.1 Kr eel ten R6nnTu nv rnelro CTe nu enw enruov ennT1K1rQ finrhacla nun un�m ........ .., v............ .... ..-...................�- ... _..__ LOAD -BEARING VALUE OF SOIL psf) 1,500 2,000 I 3,000 >- 4,000 Conventional li ht-fame construction --_ 2-story 12 - 15 12---I--- 12 --- 12 12 12 12 3-story 23 17 12 12 4-inch brick veneer over li ht frame or 8-Inch hollow concrete mason 1-story 2-story21 12 12 �- 12 16 j 12 12 12 _ 3-story 32 24 16 12 6-Inch solid or full routed mason 1 _stoT 16 12 12 12 2-story 29 21 14 12 3-story 42 _ 32 21 16 For SI: 1 inch = 25.4 mm. 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS 407) AMaximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and R404.1(i) - R404.1(3) and Tables R404.1.1(1) - ,R407.2) R404.1.1(5)] �/ Structural requirements (R407.3) Minimum nominal.wall thickness (Tables hora e R407.3 R404.1(1) - R404.1(3) and Tables R404.1.1(1) � 9 ( ) R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing [Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) - %"- Height above finished grade (R404.1.6) _pk Sill plate size (R404.3) - / (L Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) &6:7Soil class (Table R405.1) -AME Dampproofing if basements are below grade* (R406.1) A%�Waterproofing if high water table' (R406.2) If uninhabitable, see under -floor space (R408) WOOD JOISTS AND GIRDERS (R502) UNDER -FLOOR SPACE (R408) FLOORS (Ch Species and grade (R502.1) Joists - Sleepingg areas, LL = 30 psf [Table R502.3.1(1)] Joists - Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] [Tables R502.3.3(1) and Girder spans and header spans for exterior bearing walls [Table R502. p(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) 5) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (Y) (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) -5- FLOORS (cont'd.) FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) RUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Ilowable spans [fables R503.2.1.1(1) and 503.2.1 2)] rBOARD n (Table 602.3(1)] UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or'/2' crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) GENERA R601) esign (R601.2) Component and cladding wind loads [Table 301.2(2)] Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) I_ Floor construction (R505.3) CONCRET LOORS (ON GROUND) (R506) Thic ess: 31/2' minimum; Concrete strength 06.1) Support: prepared subgrade; maximum earth fill - 8 aximum sand or gravel fill = 24" 6.2.1) Base course: 4" graded with 2" maximum :�� regale (R506.2.2) Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) Construction [Figures R602.3(i) and R602.3(2)] Stud grade (R602..2) Exterior walls (R602.3) Stud spacing (R602.3.1) Gterior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching — top plate (R602.6.1) Headers [fables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.4 irebl� g (R602.6) __Aj,a�-Cripple walls (R602.9) __,&t"all bracing method (R602.10.1 and R602.10.3) /uo�Wall bracing amount and location (Table R602.10.1) __ALL —Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) 11.2 WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) _ W9od structural panels (R604) _i��(/ in!-PParticleboard (R605) MASON CONSTRUCTION (R606 - R610) General design (R606) ( #-SDC C and D (R606.12) Unit masonry (R607) -Multiple wythe masonry (R608) Grouted masonry (R609) "*-Glass unit masonry (R610) INTERIOR WALL COVERING (R702) Plaster material (R702.2) to laster support (R702.2.1) Gypsum board material (R702.3.1) General design (R611.1 and R611.2) Type of ICF wall design (R611.3 - R611.5) construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (R612) _ t/ Design basis (R612.1) WINDOW ND- & DOORS (R613) General; window sills; performance; testing and labeling (R613.1- R613.4) COVERING (Chapter 7) �.,�.n Gypsum board support, application and fas- ��`/I�`�`T'�� tenmg (R702.3.2 - R702.3.8) 1111$ Jam' Ceramic file (R702.4) P Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) _AZd___ Water -resistive barrier (R703.2) _/,/- wood siding (R703.3) A114 Attachment and minimum thickness (Table R703.4) Wood shakes and shingles (R703.5) Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'la" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) /f Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENER (R801) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) JFY ,��Fire-retardant-treated wood (R802.1.3) �UYy Framing details (R802.3) AM Rafter tie (4' o.c.) (R802.3.1) __AE&-Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R602.5.1) Bearing (R802.6) i Cutting and notching (R802.7) Engineered wood products (R802.72) Lateral support and bridging (R802.8) / Framing of openings (R802.9) �de-downtrusses (R802.11) Roof tie -down (R802.11) CEILING JOISTS [fables R802.4(1), R802.4(2)1 Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Grade Span Size -7- ROOF -CEILING CONSTRUCTION (coned.) RAFTERS (Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Grade Span Size Ho1HR; Adjustment factor ROOF SHEATHING (R803.2) Grade �� hickness SFRTW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)1 Installation (R803.2.3) STEEL ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) entification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) sP_ Ventilation requirements (R806.1, R806.2, R806.4) ATTIC ACC S (R807) Access requirements (807.1) INSULATION CLEARANCE (13,808) ir:LS k0 Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) �S Flashing (R903.2) Ate �Coping (R903.3) V Roof drainage (R903.4) MATERIALS (R904) Compatibility; specifications; physical ��V C characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) 0 Wood shingles (R905.7) ood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) _W& General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter w) FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lel (noncombustible) (R1001.7) tHHHMMAItt arth extension material (R1001.9) tension (R1001.10) clearance (R1001.11) Mantel and trim (R1001.11) Fireblocking (R1001.12) ( CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (Ri003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (131003.9.1) Wall thickness; >_ 4" (131003.10) Flue lining - material/installation (Ri003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) (R1003.16) abut opening (R1003.17) iney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) t AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY" (Chapter 11) Compliance; material and equipment (N1101.2, N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review record V wilding envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) / 5 A pAppliance labeling (M1302, M1303) �✓ Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) ✓Exhaust systems (Chapter 15) // ✓ Duct systems (Chapter 16) ,u*— Combustion air (Chapter 17) 91 Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) tlj- Boilers/water heaters (Chapter 20) Aj Hydronic piping (Chapter 21) /41 Special piping and storage systems (Chapter 22) A)$— Solar systems (Chapter 23) Nif Penetrations of fire -resistance rated assem- blies (R317.3) FUEL GAS (Chapter 24) Application (G2401.1) General re ulations Appliance location (G: Air requirements (G24 Installation (G2408) Clearances (G,94 9) electrical bonding (G2410, G74 Water service location and depth (P2603, P2604) � Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) 0 Plumbing fixtures (Chapter 27) 4%_P!�Water heater size and location (Chapter 28) sizing (G2413) g materials (G2414) Piping installation (G2415 and G2419) iping support (G2418 and G2424) Valves, ols, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Water supply and distribution system design nd calculations (Chapter 29) rain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter31) Sumps and ejectors (P3007) s Backwater valves (P3008) Fixture traps (P3201) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- blies (E3302.2) �j Listed and labeled materials (E3303) Service equipment and location (E3501, 3506) , Service size and load calculations (E3502) ��c P Available fault current (E3506) `4; System grounding (E3507). =/Required branch circuits (E3603) Feeder requirements and load calculations (E3604) is`,O�Wiring methods (Chapter37) —y- R— equired lighting and receptacle outlets (E3801, E3803) "" Devices and lighting fixtures (Chapter 39) !, Appliance installation (Chapter40) Swimming pools (Chapter4l) A)j4— Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) isions adopted (R102.5) /Ur'r Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) L' Provisions adopted (R102.5) to- Compliance with Appendix F verified SWIMMiNv POOLS, SPAS AND HOT TUBS (Appendix G) /� rovisions adopted (R102.5) /w VCompliance with Appendix G verified PATIO COVERS (Appendix H) A rovisions adopted (R102.5) X C' dmpliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) N ' ' Provisions adopted (R102.5) v' ompfance with Appendix J verified SOUND TRANSMISSION (Appendix K) "Provisions adopted (R102.5) NOTES -11- Compliance with Appendix K verified NOTES (cont'd.) -12- u 6-1- 021 I ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 DATE: I I IA ca NO. OF PAGES INCL. COVER: ' 55 TO: SDQUe Go�6or, ATTN: SENDER: Lydia Galbraith �P (-As - rvm L. Si () . RE: !�2 4l ` 0153 PHONE #; 462-1555 f C9 Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1678 http:ilwww.stiucleco.org/public—works/permitUng.htm Address: 651 FFA RD City I State I Zip: FORT PIERCE Parcel # : 2304-414-0020-000/6 Zoning: AG-5 APPLICATION INFORMATION Permit Number: 0911-0153 Activity Type: New Permit Type: BRG (Guest House)(214) Review Comments FL 34945 Jurisdiction: St. Lucie County Lot # : Block: CONTRACTOR INFORMATION Contractor Name: GOLDEN DAVID D Business Name: DAVE GOLDEN HOMES INC Business Addr. 4900 INDRIO RD City I State I Zil FT PIERCE, FL 34951 Review Tvce Status Documents Missing Pending Page 1 Owner(s): GAIL Beville Jr Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-465-8439 Reviewed By Date Started Date Complete Date Released 11/17/2009 1 Comment NEEDS TO SUBMIT GUEST HOUSE AFFIDAVIT 11/17/2009 2 Comment NEEDS NOC AT TIME OF PICK UP 11/17/2009 3 Comment NEEDS ORIGINAL PLUMBING SUB AGREEMENT -COPY SUBMITTED 11/17/2009 4 Comment NEEDS COPY OF VEG PERMIT AT TIME OF PICK UP Front Counter Review Complete Audrey Humphrey 11/17/2009 11/17/2009 Zoning Review Pending Lydia Galbraith 1112012009 11/20/2009 1 Comment AG-5 ALLOWS A GUEST HOUSE AS ACCESSORY STRUCTURE. UNDER NO CIRCUSTANCES SHALL THE GUEST HOUSE BE RENTED OUT ANNUAL OR SEASONAL. SEE CHAPTER 7-10-04 AND 3-01-03 C8 ACCESSORY USES. THE HOUSE CAN'T BE CALLED MOTHER IN LAW HOUSE. PLEASE RETURN ATTACHED GUEST HOUSE AFFIDAVIT, YOU CAN BRING THIS IN AT TIME OF PICK UP 11/20/2009 2 Comment PLEASE PROVIDE A COPY OF THE WELL PERMIT Code Compliance Division Review Comments 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 http:itwww.stiucieco.org/public works/permit0ng.hbn ffl� r � • . u,NTT,TSdi1:I�Y11:�rIS869@[K•7dJJ1�Y�Y:1�.911:��1�67�7�9111�9:[�➢d/e1J1'��1�9_\iCi7.I�y\.17F:�1e\6Y�7 MISSING THE PROPOSED FFE. SEE ATTACHED SURVEY REQUIREMENTS. PLEASE PROVIDE 2 CORRECTED SEALED SURVEYS. 2300 Virginia Avenue Fort Pierce, T'G 34982 772-462-1553 Fax 772-462-1735 Code Compliance Division Permitting Zoning GUEST HOUSE AFFIDAVIT I hereby affirm that Building Permit # 0911-0153 issued for a guest house to be located on Parcel Id # 2304-443-0001-000/7 will not be used for rental purposes, seasonal or annual, under any circumstances. Signature of Property Owner STATE OF FLORIDA, COUNTY OF ST. LUCIE The above foregoing instrument was acknowledged before me this day of 20 by personally known to me produced driver license # Signature of Notary Commission number (seal) Survey Requirements The Board of County Commissioner approved a code change that will require a copy of a current sealed survey when applying for a building permit for a primary structure or a building permit for an accessory structure with a value exceeding $10,000. This became effective July 1, 1993. The guidelines are as follows: No Building Permit shall be issued for development unless a copy of a survey of the property on which the required activity is to be permitted accompanies the application for building permit. All surveys shall demonstrate compliance with the Filled Lands Affidavit signed by the Property Owners (refer to St. Lucie County Land Development Code, Section 7.04.0l.D.3.) and completely depict the following: 1. The location of the proposed development activity. 2. The relationship of the activity under application to all adjacent property lines, and as may be required for the review of the application, all adjacent structures, improvements or natural features, including but not limited to the nearest building comers of all adjacent primary. and accessory structures, pools and screened enclosures, fences, sheds, utility easements, wells, septic systems, driveways, culverts and any landscaping or existing vegetation located along the property lines. 3. A minimum of two (2) elevations along each roadway on which the proposed activity borders, the existing ground elevation at the approximate center of the proposed structure, the existing ground elevation along the side property lines adjacent to the proposed structure, and the proposed 'finished floor elevation of the structure under application and finished grades for any adjacent structures noted above in item 2. The proposed finished floor elevations must be consistent with the approved Health Department On -Site Sewage Disposal System Construction Permit if on -site sewage disposal is proposed. All surveys submitted shall be prepared, signed and sealed by a Florida Registered Land Surveyor, in accordance with the provisions of Chapter 61G17-6, FAC, except those applications for interior modifications or construction, roofing permits not involving any structural alteration or additions to the area covered by the roof surface, or any other permit required activity that does not result in the expansion of any portion of the existing structures shall not be required to submit a survey. Accessory structures with a building value of less than ten thousand dollars ($10,000) shall not be required to submit a survey, but shall instead be required to submit a scaled plot plan indicating the location of the accessory structure and its compliance with minimum setback standards. Copies of original surveys meeting the above requirements may be submitted with any application for building permit, provided that the survey still depicts the accurate location of all structures and other improvements on the property. Per Florida Administrative Code Chapter 61G17-6.006, paragraph 8, additions or deletions to survey drawings by other than the signing party or parties is prohibited without written consent of the signing party or parties. TRANSMISSION VERIFICATION REPORT TIME : 11/20/2009 10:06 NAME : FAX TEL SER.0 BROH5J320634 DATEJIME 11/20 10:05 FAX NO./NAME 94670271 DURATION 00:01:08 PAGE(S) 05 RESULT OK MODE STANDARD ECM ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS L! 6,`]- 02�j 1 PUBLIC WORKS DEPARTMENT BUILDING K ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 DATE :JI I,1 d NO. OF PAGES INCL. COVER:' 15 G ATTN: RE: t I " cA 53 SENDER: Lydia Galbraith PHONE #; 462-1555 e A FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 2.0 January, 1989 -- Department of Cammunity Affairs Printout generated by EPI69 and submitted in lieu of Form 900-A-89 THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY 1, 1990 -------------------------------------------------------------------------------- PROJECT NAME: 1 PERMITTING OFFICE--.- � ^ AND ADDRESS: /�------------- CLIMATE ZONE: d 4 J -6U{- BUILDER! / rr PERMIT NO.: -------------- OWNER: 6 L 1 JURISDICTION NO.: ---------------------- I -------------- -------------------------------------------------------------------------------- COMPONENT STRUCTURE TYPE: Single -Family PREDOMINANT EVE OVERHANG PORCH OVERHANG WINDOWS Single Tint WALLS 1. Ext Wood Frame 2. Ad.i Wood -Frame DOORS 1. Ext Insulated 2. Ad.i Wood CEILINGS 1. PITCHED Under Attic 2. FLAT ) Under Attic FLOORS' 1. Slab -on -Grade DUCTS Uncond. Space CODLING 1. Central A/C HEATING 1. Strip Heat HOT WATER 1. Electric INFILTRATION BUILDING OFFICIAL VALUE CHECKLIST Length: 3.00 Length: 6.00 Total Area: 261.0 Area: 1787.1 R-Value: 19.0 Area: 448.0 R-Value: 19.0 Area: 74.0 Areas 20.0 Area: 053.0 R-Value: 30.0 Area: 1566.0 R-Value: 30.0 Perim: 287.8 R-Value: 0.0 Length: ALL R-Value: 4.2 SEER: 9.00 r0 STRIP: 1.00 Bedrooms: 3 EF: 0.89 Practice: 2 Conditioned Floor Areas 2768.0 AS BUILT POINTS / BASE POINTS * 100 - EPI WATER HEATING --= BASE ___ __= AS -BUILT NUM OF x MULT = TOTAL 1 TANK VOLUME EF TANK x MULT x CREDI-T = TOTAL BEDRMS RATIO MULT 352/.0 10581.0 I 65 0.68 1.000 3527.0 1.00 10591..0 SUMMARY -_= BASE __= I -_= AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS : POINTS + POINTS + POINTS - POINTS 22889.6 17276.1 10581.0 50746.7 : 16218.8 20893.1 10581.0 47693.0 # EPI 94.0 4/bvs .V nv/46./ V4.0 GLASS TO FLOOR AREA RATIO = 0.0943 ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear 'foot of operable sash crack:. --------------------------------------------------------------------------- EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. -------------------------------------------------------------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or, CRACKS otherwise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. --•-------------------------------------•--------------- -- SWIMMING FOOLS 904.3 Spas and heated pools must have covers (except & SFAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% HOT WATER 904.4 PIPES ----------------------- SHOWER HEADS 904.5 HVAC DUCT 903.2 CONSTRUCTION 904.6 ---------------------- HVAC CONTROLS 904.7 ----------------------- INSULATION 904.9 . 8 Insulation is required only for recirculating systems. In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear- Ft. of pipe. ------------------------------------------------- Water^ flow must be restricted to no more than 3 gallons per minute at 80 PSIG. Constructed in accordance with industry standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ----------------------------------------------- Separate readily accessible manual or automatic thermostat for each systems Ceilings -Min R-19. Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings & Floors R-11. r ## INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ## COMPONENTS REQUIREMENTS PRACTICE #2 Comply with Practice #1 and the following. Exterior Walls u Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed, and gasketed DuctWork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2 (f). Combustion Appliances Provided with outside combustion air. --------------------------------------------------------------------- --------------------------------------- In Accordance with Sec. 553.907 F.S., I Hereby certify that the plans and specifications covered by this calcu— lation are in compliance with the Florida Energy Cod . OWNER/AGENTe DATE- 3I_7T1� Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for, compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL. DATE: e WINTER CALCULATIONS •><••�#�#�#*�••>E ##��••>E�•�r##-�#�•>F �r#�##�r#�r�a�•#;�#��•;t-•�arar��#��r#�•�•###;�;a�*�;+ x-�t*�#;t##;r;#�ata�•x•-ar# BASE ___ _== AS -BUILT -GLASS------------ - -- - ---------- --- -- ORIEN AREA x BWPM = ------------------------------------------------------------------------------- POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS N 151.7 5.6 849.2 1 SGL TINT N 18.0 9.6 1.14 196.2 1 SGL TINT N 44.8 9.6 1.14 488.3 1 SGL TINT N 23.8 9.6 1.14 259.4 1 SGL TINT N 13.6 9.6 1.14 148.4 1 SGL TINT N 27.2 9.6 1.14 296.5 1 SGL TINT N 24.3 9.6 1.14 264.8 E 40.8 -5.6 -226.B 1 SGL TINT E 40.8 -2.0 -0.76 62.0 S 68.5 -14.0 -959.0 1 SGL TINT S 54.5 -10.2- 0.49 -272.9 1 SGL TINT S 14.0 -10.2 -1.09 155.7 ---------•---------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS 1 GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS 1 POINTS .15 2768.0 261.0 1.590 -338.2 -538.0 1 1596.4 AREA x BWPM ------------------------------------------------------------------------------- = POINTS 1 TYPE R-•VALUE AREA WPM = POINTS WALLS----------- Ext 1787.1 1.10 1965.9 Adi 448.0 1.60 806.4 DOORS-------- -- Ext 74.0 5.I0 377.4 AN 20.0 4.00 80.0 CEILINGS---------- UA 2768.0 0.60 1660.8 FLOORS ---------- SIb 287.8 -1.90 -546.8 Ext Wood Frame Ad.i Wood Frame Ext Insulated Ad,i Wood Under- Attic Under Attic Slab -on -Grade 19.0 1787.1 1.10 1965.9 19.0 448.0 1.00 448.0 74.0 3.10, 377.4 20.0 5.90 118.0 30.0 1353.0 0.60 811.8 30.0 1566.0 0.60 939.6 0.0 287.8 2.50 71V.5 INFILTRATION--------- 1 2768.0 4.10 11348.8 1 Practice #2 2768.0 4.10 11348.8 TOTAL WINTER POINTS 1 15154.5 18327.3 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT -------------------------------------------------------------------------------- POINTS 1 COMPON RATIO MULT MULT MULT POINTS 1 5154_ S 1_ 1 A 1 707A 1 1 P707 7 1 ilnn 1 140 1_ nnn 1_ Mn TnAPT 1 SUMMER CALCULATIONS ############################################################################### BASE __= i -_= AS -BUILT GLASS ------------ i - T ORIEN AREA x BSPM = POINTS i TYPE SC ORIEN AREA x SF'M x SOF = POINTS ------------------------------------------------------------------------------- N 151.7 47.8 7251.3 1 SGL TINT N 18.0 51.5 0.76 722-' 1 SGL TINT N 44.B 51..5 0.78 1797.E 1 SGL TINT N 23.8 51.5 0.78 954.9 1 SGL TINT N 13.6 51.5 0.78 546.1 I SSL TINT N 27.2 51.5 0.78 1091.1 i SGL TINT N 24.3 51.5 0.78 974.E E 40.8 102.0 4166.7 1 SGL TINT E 40.8 107.1 i).68 2990- E 68.5 90.9 6226.6 1 SGL TINT S 54.5 98.3 o.55 2951-� i SGL TINT S 14.0 98.3 0.25 344.( 1.5 x COND. FLOOR / TOTAL GLASS = ADJ. :: GLASS - ADJ GLASS 1 GLAS AREA AREA FACTOR POINTS POINTS 1 POINT ------------------------------------------------------------------------------ .15 2768.0 261.0 1.590 17644.6 28063.8 1 12573- AREA x BSPM ------------------------------------------------------------------------------- = POINTS i TYPE R-VALUE AREA x SPM = POINT WALLS----------- i Ext 1787.1 1.00 1787.1 1 Ext Wood Frame 19.0 1787.1 1.0rj 17G7. Ad.i 448.0 0.70 7,13.6 1 , Ad.i Wood Frame 19.0 448.0 0.30 134. DOORS----------- , ' , Ext 74.0 4.GO 355.2 1 Ext Insulated 74.0 4.80 : 55, Ad.i 20.0 1.60 32.0 , AdJ Wood 20.0 2.40 A.B. CEILINGS---------- 1 UA 2768.0 0.60 1660.9 1 Under Attic 30.0 1353.0 0.60 E311 1 Under Attic 30.o 1566.0 0.60 q39 FLOORS---------- 1 Slb 2(37.8 -31.80 -9152.0 1 Slab -on -Grade 0.0 287.8 -31.90 -918r) INFILTRATION--------- ' 2768.0 10.90 30171.2 1 Practice ##2 276B.0 10.90 30 171 TOTAL SUMMER POINTS 33231.7 1 : 74 3S TOTAL x SYSTEM SUM PTS MULT - --------------- _• COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = CO0L1 POINTS 1 COMPON RATIO MULT MULT MULT PC)INI ------------------------------------------ STATE OF FLORIDA )EPARTMENT OF HEALTH AND REHABILITATIVE SERVICES SITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter 381, FS Chapter 10D-6, FAC A licant�Yll�r/.I pp , , Permit Number ----- -- �— PART 1 - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL -------- --- Septic tank or aerobic unitegallons Septic tank or aerobic unit gallons Graywater tank gallons Laundry waste tank gallons Other Requirements: Treatment Tank Grease interceptor gallons Dosing tank_ gallons Minimum Draintrench Size Square Feet Square Feet r—, Square Feet Square Feet OR Minimum Absorption Bed Size 50� Square Feet Square Feet Square Feet Square Feet (a) Installation must be in accord with requirements of chapter 10D-6, FAC. (b) A system construction permit isvalid for a period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the system is covered (? (d) Invert of stub -out for �A %r benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. F (e) Fill quality -and quantity: BY THIS DEPARTMENT PRIOR TO DRAINFIELD INSTALLATION. (f) Other: TV A1?PA QP TIRATNPTRT.iI Tq STTr1.TP(7T 1P(1 9ATT7RATT01\T RPOM POOR T)RATNAr;P- ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL. System design and specifications by: Title .. Construction authorized by: t. -1 1,:, , } �. Date County Public Health Unit Note: Completed copies of this form, u�n'll-rdvidedto the applicant, installer and the building department. AUDIT CONTROL NO. HgS+i Fo,m 4016.Feb 55 (Obsoletes Drevious etlltian"14ich my not be used) •LN ,�, (Stock Number,57",Ooid 15U) ;"!fD gyp � �: Page 1 of 2 11/Z1/z007 '1'M 7:49 FAX 772 692.1037 EcoWater Systems a003/005 PERMIT APPLICATION TO k CONSTRUCT, REPAIR, MODIFY, St. Lucia county Health De Environmental Health —Water P 8rams programs OR ABANDON A WELL This form must be completed by the 5150 MN Milner Drive Port St. Lude, EL 34983 ' Phone; t772a 873�g31 FaX• r77Y) 873-4Sg3 Certified watt Contractor for approval prior to sit co rtst[uCtlon. ,l Well Permit #. CSTOS Permit # Fee Amount: Date Paid: CUPNVUP #: A rr fi/-------------- � i y �i/3 d1 F ck C�rniv. Or Lepal an:e of Pr ir 2. LO � IiIr I n � •� Dlm , M.i/I,',/�' Addre^.a a [4 rSl Cal Adi M �F �/ Clt I State Z'p O FI 9 3rty� 3. rif• 3 oily, ...... OAac ipCOn ;S40d:vMl*n NJl IC. 91CCk No. Lal Nn.) 4, L toti Awry 's LdIWn ! Lc p!tudc SeAion Tnwr•Siiu + Ill weuU.il?rArWnvacior <GL Onller Madiry gddreor city i .,tale Zip UhII?r ahrma NZ- 15 K-1 6• PROPOSED WELL; New ❑ Replacement ❑ Abandonment ❑ Rd air OthecpL�� ..................................... 6. WELL TYPE: ❑Single Family Dunkin ('�iPLA otter ........... ........ 9 ❑ Single Famtl�(rtvifo� e� t CCU 11 DOH Public Drinking (Duplex, c 15 Service Connections, serves less than 25 pee t %J vv�t �ves ❑ DEP Public Drinking a WW owater • UP R t 9 ( 15 Service Connections, servos 2S people or mom) - CUPAQ)IJQIq red ❑ Commercial irrigation - CUPMRIP R ulced ❑ ' ....••..••........ erl Other (Explain)• ate. ...................................................... !• SITE IS ON; ❑ SEWER ❑ SEPTIC PROPOSED DISTANCE TO CLOSEST SEPTIC OR PUBLIC SEWER LINE: geul $• CUPIWUP: Is a Consumptive Water Use Permit (CUPNVUp) required? ❑ YES ❑ NO (If YES CUP/WUP must be efts 9• CONSTRUCTION METHOD; ❑ Rotary Val Cable Tool ❑ Other (Explain): 10. GROUTING METHOD; 126entonite ❑ Cement �t ❑ Other (Explain): 11,WELL CONSTRUCTION: ❑pVC ❑Elk -Steel tbl Galvanized OSCREENIIN ) 2, 1CASING DIAMETER (SIZE); Zr' 13. ESTIMATED: TOTAL DEPTH Tf 14 PERMIT CONDITIONS: .......:............................................................................................TERVALFROM6-5 TOE •� Centau t ucie Cnnnw u.er.. n•••-' permit number, and estimated time ddlling ell or abandonment will begin (Please ed- t'ct a1-11 -fin I i r e waterwells). If OOnsWctlon does not acLvr attd SLCHD Is not notlfied and an SLCHDInsIam fee will be assessed. I I p i or p petalled SIM elate mu t be ax and show the proposed well location and distances Ia onsi nelghbodng septic systems and/or sewer lines or sewer systems, and all other applicable set 40 ♦ This permit must be ilable at the welt a ' abandonment o raN n 15, WELL CONTRACTOR PERMIT AGREEMENT: ••...•............••..•...••..••.....• t heNy earnfy mat I wtf comply wtta tna.appooabla "all Tive !a. F.wdda,AdmbtattaDvo Cede, are, met a nsvrotarvice permit a eryO that mchatge Pemtlt, Ir needed, vd0 be obtalned prior {o eemmaneement of wen i construction. t and -5 2;Y that ell setbacks mferenced In Rule 40E3, FlMde Adminhtra8m Cade (FACn • t GaEa, FAD, aM 82-932; FAC, will be ma nwred. If above setbacks tempt be maintained a vadamsGFOCS"On will i t this spot w8onba aceplied far urale and that l vA �tillned Winrneeee:ary apprto drilling. i ovarl from Omer kdthat all trkl via e� aroed on ; v gavemments. Well completion r P repent must De eo mhted to lxe OiOoiel and the del a{ed a e ; r 30 Cava agar Ding or the Ixirmtt expl erectors orsL eg s ncr within t ��% f r IZ-t (07 i Signalum of ell Cqn dctOr License No. ta t Da THIS PERMIT IS NOT VALID UNTIL PROPERLY $1 iE0 BY AUTHORIZED OF jC',FI R OR,fN PemlitApproved By; - S A In ._.—. _. _.— .......................�. at Ttl Dlstandeto closest soptic system a sewer line: ^ Construction Method: Inspectors Comments: Well k APproved By: and provide the driller name, Prdpeny'lideb, all onsile and and Florida Administrative Codi NNERIAGENT PERMIT AGGREEMENI IN• that l o arrnacof the Pfll Me. the informato, dad Ise b, and Nat I am ewers of my responslblitle uer3 da Sletulea, to mall or p,eperly abandar or, 1 a that 1 am a agent for lnaownar, Not the Info de a unite, a that I hav Normap me owner of hie m N es as sra aD cr consann to r a eprasen vrJ n to the weA site. iers or Agent Sicnature r` r..... FLTCIVE OF EST. LUCIE COUNTY HEALTH 0 A TMI F1S a /j� Issue ._.�.—.—.^.—.—._._..... _//O FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Prsject Name: DIAL CONSTRUCTION SERVICES Builder Name: Street: Permit Office: City, State, Zip: FT. PIERCE, FL. Permit Number. Owner. Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Ext Insul, Exterior R=4.0 1224.00 ft2 b. WA R= ft2 3. Number of units, if multiple family 1 c. WA R= ft2 4. Number of Bedrooms 1 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (112) 1239 a. Under Attic (Vented) 11=30.0 1239.00 ft2 b. WA R= ft2 7. Windows Description Area c. NIA R= ft2 a. U-Factor. Sgl, default 164.65 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor. NIA ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6.125 ft2 SHGO: 12. Cooling systems c- U-Factor. WA ft2 a. Central Unit Cap: 29.8 kStu/hr SHGC: SEER: 14 d. U-Factor. WA ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 29.0 kBtu/hr e. U-Factor. WA ft2 HSPF:8.5 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1239.00 ft2 EF: 0.9 b. WA R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Glass/FloorArea: 0.133 Total As -Built Modified Loads: 22.32 PASS Total Baseline Loads: 26.43 1 hereby certify that the plans and specifications covered by Review of the plans and STgl� this calculation are in compliance with the Florida Energy specifications covered by this 04111E y =_ - , Opp Code. calculation indicates compliance .e with the Florida Energy Code. a oQ Ir nnr : ••. `%_,,�. „ O PREPARED Before construction is completed u DATE: this building will be inspected for I hereby certify that this buildi des! ed, ' in compliance compliance with Section 553.908 Florida Statutes. with the Florida Energy Cod . COp WE Cgv OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: FILE COPY 11/9/200911:37 AM EnergyGauge® USA - FlaRes2008 Page 1 ofr PROJECT Tdle: DIAL CONSTRUCTION SER Bedrooms: 1 Adress Type: Stn:etAddross . Building Type: FLAsBuih Bathrooms: 0 Lot# Conditioned Area: 1239 SubDhiision: Owner. 1 Total Stories: 1 PlatBook: # of Units: Worst Case: No Street: BuililerName: - Rotate Angle: Z70 County. ST. WCIE COUNTY Permit Office: - Cross Ventilation: No City, State, Zip: FT. PIERCE. Jurisdiction: Family Type: Single-family Whole House Fan: Yes FL, New1Erdsting: New (From Plans) Comment CLIMATE IECC Design Temp Int. Design Temp Heating Design Dal Temp TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range rt Pierce FI STLUCIE_CO INTL 2 39 90 75 70 722 62 Low pVDesignLocafion FLOORS loor Type Perimeter R-Value Area Tile Wood Carpet lab -On -Grade Edge Insulatio 156 ft 0 1239 ft' 0 0 1 ROOF Roof Gable Roof Solar Deck Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 1306 ft= 206 ft' Medium 0.9 N 0 18A deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1239 ft' N N CEILING # Caning Type R-Value Area Framing Free Truss Type 1 Under Attic (Vented) 30 1239 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type RValue Area RValue Fraction Absor. 1 N E#erior ConcreteBlock- E#Insul 4 261IF 0 0.8 _ 2 E Extedor Concrete Block -EMInsul 4 285IF 0 0.8 _ 3 S E#erior Concrete Block - Ext Insul 4 237 ft' 0 0.8 _ 4 W Exterior Concrete Block- Ext Insul 4 441 fft 0 0.8 FILE COPY DOORS # Omt Door Type Storms U-Value Area 1 E Insulated None 0.39 21 ft' WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Frame Panes NFRC Overhang U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Tinted) 2 E Metal Single (Tinted) 3 S Metal Single (Tinted) 4 S Metal Single (tinted) _ 5 W Metal Single (tinted) 6 W Metal Single (Tinted) No No No No No No 1.3 0.64 N 9 ft' 6 It 0 in 5 ft 0 in 1.3 0.64 N 105 ft° 6 ft 0 in 6 ft 0 in 1.3 0.64 N 15 ft' 6 ft 0 in 6 ft 0 in 1.3 0.64 N 9 ft' 6 ft 0 in 5 ft 0 in 1.3 0.64 N 17.65 ft' 2 ft 0 in 9 ft 0 in 1.3 0.64 N 9 ft' 2 ft 0 in 5 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING V Method SLA CFM 50 — Forced Ventilation — ACH 50 ELA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1170 7.08 64.2 120.8 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14 29.8 kBtu/hr chn 0.7 FALSE HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8.5 29 kBtulhr FALSE HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS — Supply— # Location R-Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 125 ft' Attic 20 ft' Default Leakage Attic TEMPERATURES Programabl[eX7C�]Thermostat: Ceiling Fans: 'Heating LxJ Jan ]]Y [X) Feb [[XX]] [X] MDec ar �]] r Lnl AprX May[[XX]] May Jun [X] Jul Aug Sep [[�XX ]]] �[XX]] �[XX Venting L[�X]) Jan [[�X]) Feb [[�X]) Mar ll�xll Jun [[fix]) Jul Aug Sep lxl Rl Oct [X] Nov [XI Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (V1ID) 80 80 78 78 78 78 78 78 PM 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 t f 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 84 The lower the EnergyPerforrnance Index, the more efficient the home. FT. PIERCE, FL, 1. Nq* construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft) 1239 7. Windows" Description Area a. U-Factor: Sgl, default 164.65 ft' SFIGC: Tinted, default b. U-Factor. N/A ft' SHGC: c. U-Factor. N/A ft' SHGC: d. U-Factor: WA ft' SHGC: e. U-Factor. WA ft' SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1239.00 ft' b. N/A R= ft' c. N/A R= ft' 9. Wall Types Insulation Area a. Concrete Block - Ext Insul, Exterior R=4.0 1224.00 ft' b. WA R= ft' c. N/A R= ft' d. N/A R= ft' 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1239.00 ft' b. WA R= ft' c. N/A R= ft' 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6,125 ft' 12. Cooling systems a. Central Unit Cap: 29.8 kBtu/hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 29.0 kBtu/hr HSPF: 8.5 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.9 b. Conservation features None 15. Credits CF, WHF, Pstat certify that this home has comp]!with the Florida Energy Efficiency Code for Building :onstruction through the above rgy saving features which will be installed (or exceeded) I this home before final inspe i . Othe ise, a new EPL Display Card will be co pleted ased on installed Code co li nt feat es. iuilder Signature: Date: D address of New Home: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - -FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugeal USA - FlaRes2008 FILL PY Jl QUICK CALCS, INC. Project Summary Dab: Entire House By: QUICK CALCS, INC. 317 ST. LUCIE UN., FT. PIERCE, FL 34946 Phone: 7724666799 Fax: 772A666796 Email: OUICKCALCS@AOL.COM For: BEVILLE HOUSE Notes: Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17038 Btuh Ducts 0 Btuh Central vent (22 cfm) 666 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 17705 Btuh Infiltration Method Construction quality Fireplaces Fort Pierce, FL, US Simplified Average 0 Heating Cooling Area (fta) 1239 1239 Volume (fta) 10827 10827 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 81 42 Heating Equipment Summary Make Trade Model ARI ref no. Ruud 13PJL30A 3242881 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9 HSPF 26800 Btuh @ 47°F 0 OF 0 cfm 0 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gdlb Sensible Cooling Equipment Load Sizing Structure 23459 Btuh Ducts 0 Btuh Central vent (22 cfm) 357 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 22625 Btuh Latent Cooling Equipment Load Sizing Structure 2134 Btuh Ducts 0 Btuh Central vent (22 cfm) 905 Btuh Equipment latent load 3038 Btuh Equipment total load 25663 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Ruud Trade Cond 13PJL30A Coil RHLL-HM3617 ARI ref no. 3242881 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Printout certified by ACCA to meet all requirements of y'��.� � wr1gl2isofi' RightSuite®Univema17.1.08RSU08101 /r,CK C:\Dowmants and Settings\Nikki_2\My Documents\Wdghtsoft HVAC\BEVILLE HOUSE.aup Cale =MJ8 06 14 EER 20160 Btuh 8640 Btuh 28800 Btuh 960 cfm 0.041 cfm/Btuh 0 in H2O 0.89 Page 1 a m O R T � 0 m O OOOO{myOOth00m0 m m ('IO OO N 000NO N�'J O 0 0 at o� o' o000000mmoomr m eo m 000mo mo = J0 m m rm O m � C O W X 00000momnoo�mm N' _ � o ¢ N � o 0 0 = 00000O+OmNOOmm oo e 6 m m m r mm O m as N o i OmmN �ONrMN�O SON m p! O ® N N N Nm U Jm O�CONONN OOOOO jp y oN�mtV 01 NEON OpOi y N p pO N o r n OO r O.r Oq N 000NM�m T0O00 W � `m Z mo mp N� m vi m mm�MNm�O1�nm N m Q ¢ o f7 10 �N �t7N enJ��Qlm00 NNNm�NaNNNn`-0 O 00 gm&JNNOmmOmmOm Ol mO Nl70r(hmr Ste. m t�N N pNaM�pMNpVN00 C C o m O N N N 3 O 00 `� ' LL n oNoomoomooNr arVhWCrrVrrt'lN �� ' OOOO °-00�00�000 V a �m oQ C C O C O o E`m '3EUE 8EE8 Emo o rn m m o aE EoUmNE o q'NY^yY°p�ge0n5°q cm Em Z15EwcLwo r S0w35 EE o�E E K =WUK r0 JJKND 1-Q I QMCK CALCS, INC. Right-JO Worksheet Job. Entire House Date: ay: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772466-6796 Email: OUICKCALCS AOL.COM 1 Room name WIC'S MASTER BEDROOM 2 Exposed wall 10.0 ft 34.0 it 3 Ceiling height 9.0 ft heal/cool 9.0 ft heal/cool 4 Room dimensions 10.0 x 11.0 0 18.0 x 14.0 ft 5 Room area 110.0 ft. 252.0 ft- Ty Construction number U-value (Btuh/ftk*F) Or HTM (Btuh/ft-) Area (ft') or perimeter (ft) Load (Btuh) Area (it) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 13A-4ocs 0.143 In 4.00 2.55 0 0 0 0 18 18 72 46 �G ID-c2om 73A4ocs 0.870 0.143 n a 24.36 4.00 27.10 2.55 0 0 0 0 0 0 0 0 0 162 0 117 0 468 0 298 11 1Aclom 11D0 13A4ocs 1.270 0.390 0.143 a a s 35.56 10.92 4.00 91.12 11.31 2.55 0 0 0 0 0 0 0 0 0 0 0 0 45 0 126 0 0 111 1600 0 444 4100 0 283 V+/ �L[C' IA-clom 1D-c2om 1.270 0.870 s s 35.56 24.36 34.77 27.10 0 0 0 0 0 0 0 0 15 0 15 0 533 0 522 0 4)1 13A4ocs 10A-m ID-c2om 0.143 1.670 0.870 w w w 4.00 46.76 24.36 2.55 53.19 77.43 90 0 0 90 0 0 360 0 0 229 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 110 110 99 185 252 252 226 423 F 21A-20c 0.027 - 0.76 0.00 110 110 83 0 252 252 191 0 FI LE COPY 6 0)AED excursion -39 -340 Envelope loss/gain 542 375 3535 5331 12 a) Infiltration 160 44 545 149 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 702 419 1 4079 5480 Less external load 0L419 0 0 Less transfer - - ----- 0 0 0 Redistribution 0 0 0 14 Subtotal 702 4079 5480 15 Duct loads 0% 0% 0 0% 0% 0 0 Total room load 702 4079 5480 Air required(cfm) 0 0 224 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �{+- wr:g!„csoft• Right -Suite® Universal 7.1.08RSU08101 2009-1)eo-2209:30:02 /Z6A C:\Documents and SetlingsWikkl_2W,y Documents\Wrightsoft HVAC\BEVILLE HOUSE.rup Calc=MJ8 04 Page S e6ed u0 8fW=oleo dm'3SnOH 3llIA3aQVAH 4os146um\sluewnoo06W1y 18AIMs6u61aS pue slummmo0g0 rQge ZO:OE:60 ZZ-3eo-600Z LOL90nsN 90L'L IMBAiun®s11nS1461g ELL 0 ZOL 0 (wJO)pwlnbw nV 69LZ S4EZ "M 996 peol wow lelol 0 0 %0 %0 0 0 %0 %0 spool loop SL 6SLZ S4EZ 48tZ 996 Ielol4nS 4L 0 0 0 0 uopnqulslpay 0 0 0 0 --- 1a15ue4 ssal 0 0 0 0 peol lewepla ssal 69LZ 94EZ 486Z 996 (EL ol9 scull) lelolgnS 0 0 OOZL L OOU (7o soouellddV 0 0 0 0 0£Z 8siuedn0o0 :sule6 lewalul EL 0 0 0 0 u04e11Juan woos (q ES M 811 9LL U04mliBul (e ZL 9OLZ SW SEZL 6LL uleB/ssol adolenu3 OEt 90L uolwnoxe 03V(o 9 Ad ®i 311d 0 ON Z£L ZEL 0 L6 LZL LZL 00'0 9L'0 LZO'O o0Z-tlLZ d ZZZ 8LL ZEL ZEL SO BOL M LZL 99'L O6'O - ZEO'O pe0£-991, 0 0 0 0 0 L69 6LZ 0 6 £t'LL 9E31Z m OL9'0 woZo-OL 6981 DIM SE 0 0 0 0 6VS9 9L'9t m OL9'L w-tl0L 98L Z6Z EL 80L 6ZZ 09E 06 66 997 00't m SOVO soot-vsL 0 0 0 0 0 0 0 0 0VLZ 9E'tZ s OL8'0 woZo-OL 0 0 0 0 0 0 0 0 LL'tE 99,9E s OLZ'L WoLo-VL 0 0 0 0 0 0 0 0 997 00't s Et o soot-VEL 0 0 0 0 0 0 0 0 LE'Ll Z6'OL a 066'0 OOLL 0--1 GL 0 0 0 0 0 0 0 0 ZL'L6 95,9E a OLTL woLo-tll 0 0 0 0 0 0 0 0 SS'Z 00'11 a 817VO soot-vu 0 0 0 0 0 0 0 0 OVLZ 9E'tZ u OLWO woZo-OL 0 0 0 0 0 0 0 0 957 00•11 u StIVO soot-vel 'M 9 1000 leeH SUN ss010 1000 JeaH S/d/N sswg 1000 JeGH (d, :4/4nlg) iagwnu (gnlg) (11) ielawued jo (4nlg) (4) lelewuad jo (Algn1g) pool Gu) Bow pool Gil) eaiV WLH �O enlen-n u01.10wlsu00 Al .4 O'ZSL dl 0•LZL ewe woos S 4 011, x O'U 4 01L x OU suolsuawlp woos t I000nea4 4 0'6 I000µea4 4 06 1461e4 6wlla0 E 4 O'Zl 4 0'1.l Item posodx3 Z ONIN1O 43HOMI eweu woos l WOo'IoV@SolVoH0100:1!ew3 96L9-99YZLL:xej 6619-99PZLL:eu04d 9664£ld'308BId IA' NI 3lonl'1S LLE •ON) 'soivo Hoint) :ayea asnoH aai;u3 :qer ;aayS)IJoM ®f Omf �tu's�zv�x�ma m m 0 rn 2 9 m A W N m +' '` m O. 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N ....... omommommor�nrnn m O O �N��p�NaONOO N� N x �� O CCdddNNy�3�•• m� LL mo.00m00.00N1 °• lnvnmennennmN cq Cici-Nmmm00 C �j 000�00�00�-000 �= V6 �m oa N C y T igEgE BEES Emp o rn m 9 o aE —cc ^yam cE 0000 0000 000� 4Y�oY�NgEN�mN V N o C O pi y c O dyo N•G m 3'mE� Uc nOmQ�nQ❑moOm� m y dE 0 ... myn-9 Od p y Ola y ` N Q O - 0 N `R y y'� O pr O �gULL O dG00 ? 0 O D O NND aTJ• �i O f= O o C WU K K f Q V W N � - W J J K N❑ f V TU /'4 Z9 MASTER BATH T, &hVER Iox�oY� cfm Level 1 31 cfm j"X"t KITCHEN DININGcfm I F�� 102 cfm N-7 13 ccffmll 77 5 " loxiox� 77" �711a3c �• 113 cfm FAMILY 112 cfm � l()X[oX-t Ioxtorl TUDY ,� -207 cfm !"II toxtm Job #: Performed for: DIAL CONSTRUCTION SERVICES, INC. QUICK CALCS, INC. 317 ST. LUCIE LN. FT. PIERCE, FL 34946 Phone:772-466-6799 Fax:772-466-6796 QUICKCALCS@AOL.COM Scale: 1 : 85 Page 1 Right -Suite® Universal 7.1.08 RSU08101 2009-Deo-22 09:24:28 iments and SetOngskNikki_Z Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division The following products will be installed in the structure located at 65/ .4 P=A4 ,eo,a-o Building Permit # - ' Obi/ 191 I_ Owners Name FElrusl Be✓.a a Owner's Address Kre ,y Fvsl 12s.ac ContractorLtgve 6ei.ae,4 ,l/e A Contractor's Address 179oo Amato Mo. Product *Product Rated Manufacturer Model Number Method of Attachment Desig Windows *Fig in the rated wind design pressures listed by the manufaemrer for each product listed 1st Choice 2-sr Mt&Eai-Q,I& /000 s Mullions IBUed Glass 1st Choice Skylights Liss (other) Butt Glass Glass Block tiding Glass Doors 1st Choice 2nd Choice ,. � g Type Doors 1st Choice fi z17, fJ pS F T�1EeMA-reu ,SUM Lbo S�,p6'wS '7 -m.i 2nd Choice w, Overhead Garage Boors 1st Choice 2nd Choice �s nnfina Mntrrinl Asphalt/Fiberglass Metal - py.25 PSAr fSEMGO Pi3p 2t,� .SC RR t�aS Other Choice �+ qa o pse I Rr¢►✓&,1 I s : "J sC.ws I I have reviewed the above components and cladding, and have approved their use in the structure to provide adequate resistance to the wind loads and forces specified by current code provisions. Name: ALt &2f4di W Signature0414 DesignFirm A MieeWkfa Pidd.- Cert.No. P.E_ t-/m:' n22 Date: I%'l�/4---- SE�Z✓lGES LL•G iffy �kBtri�L; BJiao�-AC9 lla�..IFbs✓6.-Ir'S +th26 .�P rue C0W%P&,*,J" as/V7* THE V5Si6•v OF 7WV= Caws# Ki,v wrrras_. St. Lucie County PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIMION 230o Virginia Avenue Fort Pierce, FL 34982 772462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification mast be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172. Project Name Lgerwu or '- ' ,_.. -Office Use Only...... - Street Address FF D Permit Number Fr PwecE F Oceu anc e 3' q 5 Construction e Certification Statements I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by cement code provisions. Design Parameters and Assumptions Used: (Please heck or complete the appropriate box.) 1 Florida Building Code 20 O'7 Edition with 200�_ Supplements and ASCE 7- 05 2. Building Design is: Enclosed: ✓ partially Enclosed Open Building: 3. Mean Roof Height: 12' Roof pitch: 12 Internal Pressure Coefiident: f�18 4. Width of End zone: 3' Wmd speed: /HO a fvN (3 sec gust) S. Building Classification Table 1-1. ASCE 7 .0 FBC Table 1604.5 .� 6. Wind Exposure Classification: C Adjustment Factor for Exposure & Height LAl 7. Components & Cladding Wind Pressure on Roof Zone 1'38.02 61, f 3 -6i. i? PSF 8. Components & Cladding Wind Pressure on Wall Zone 4 -f/ .! 5-Sy >?�? PSF 9. Components & Cladding wind Pressure on Overhead Garage Door 8 6 PSF 10. Loads: Floor 14A PSF RooVdead--40ADYSF Roof/tive .20 PSF 1L Shear Walls Considered for Structure? Yes —Y'—"No _ (if No, attach explanation) 12. Condnnous Load Path provided? Yes ✓ No _ (if No, attach explanation) 13.. Are Component and Cladding Details Provided? Yes '✓No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressures /. SO 0 Presumptive: ✓ By Test PSF PsF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. N. 64il A. Q12lt:eAW Cert#: bona ) Design Firoi: P ntivE-661WF E.�crhr;9.,eDate: S/off • s6,evlcF� 3�o 1 SLCCDV Form # 02"0 SEAL 11I5 Revised 5/1&W (CL) FILL U, a STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Gail Seville (Dave Golden Homes) PROPERTY ADDRESS: 651 N FFA Rd Fort Pierce, FL 34945 LOT: BLOCK: SUBDIVISION: PERMIT #:56SF-1007968 APPLICATION #:AP941178 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR789958 PROPERTY ID #: 2304-443-0001-000-7 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: FIFE OF EXISTING HOUSE I ELEVATION OF PROPOSED SYSTEM SITE [ 36.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO HE [ 36.00 ][ INCHES FT ][ABOVE YHELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ ] INCHES EXCAVATION REQUIRED: [ 54.001 INCHES G BUILDING PLUMBING STUB -OUT INVERT TO BE 18INCHES BELOW BM EXCAVATE 40'X17'X4.5'. T MUST SUBMIT EXCAVATION CERTIFICATION PRIOR TO INSPECTION H MUST SUBMIT WELL COMPLETION REPORT PRIOR TO FINAL INSPECTION E WSWi DETERMINED THROUGH NRCS WEBSITE, MOTTLING FOUND, HISTORICAL DATA AND SURROUNDING LOTS R SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: C2!1ncan I TITLE: Environmental Specialist II TITLE: Environmental Specialist II St. Lucie CHU DH 4016, 10/97 (Previous Editions May Be Used) Page 1 EXPIRATION . 05109/2011 i' •�. G0yE"-`icy. ( -�,i.< Ll OF SHFS� ~COD 1VE t0.P . 'AION FOR: [PPL New System [ ] Repair STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NG� DATE PAID FHE PAID$ RECEIPT f: [ ] Existing System [ ] Holding Tank [ ] Innovative [ 1 Abandonmegt [_ ] Temporary [. ] APPLICANT�(t.JU!'/yc- V/ o/ AGENT: / /(O/YC(l�J Gil ��(/Ci 70/ / S THLEPRONE s NAILING ADDRESS: cgs�%�e4e,� i9vG� A6 3s�983 TO BE COMPLETED BY APPLICANT OR APPLICANT'S. AUTHORIZED AGENT. SYSTEMS MUST HE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(a) OR 489.552, FLORIDA STATUTES. PROPERTY INFORl01TIONf LOT$ BLOCS: SUBDIVISION$ �J ��/ / PLATPEDt PROPERTY ID 1: ��T7ti/ "/O"!jd7 ZONING: PROPERY SIZE: ACRES WATER SUPPLY: [ -'PRIVATE PER 381.0,065, IS SEWER AVAILAHLE-'AS//'' PH? [ Y/ M ] PROPERTY ADDRESSs ell I-/iq� l Dm-0 DIRECTIONS TO PROPERTY: To CAA, . //4 I/M OR EQUIVALENT: [ Y / N ] PUBLIC [ ]<=2000GPD [L,-�r>2000GPD DISTANCE TO SEWER: �FT BUILDING INFORMATION [ ] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Cossercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC • 1 S/,JCI�`i9/n/C � �/ �3�I 2 3 a T 4 [ ] Floor/Equ me Dr [ ] Other (Specify) lZ�4 SIGNATURES DATEt DH 4015, 10/97 — Page 1 (Previous editions may be used) page 1 of 3 Stock Number: 5744-001-4015-1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Gail Seville (Dave Golden Homes) CONTRACTOR / AGENT: Dave Golden Homes LOT: BLOCK: APPLICATION # AP941178 PERMIT # 56-SF-1007968 DOCUMENT # SE800678 SUBDIVISION: ID#: 2304-443-0001-000-7 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: Ex ]YES [ ]NO NET USABLE AREA AVAILABLE: 5.00 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 7500.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: FFE OF EXISTING HOUSE ELEVATION OF PROPOSED SYSTEM SITE 36.00 [ INCHES / FT ] [ ABOVE / BELOW]] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: N/A FT DITCHES/SWALES: N/A FT NORMALLY WET: [ ]YES IX]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 80 FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: N/A FT SITE SUBJECT TO FREQUENT FLOODING? I ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Pepper sand Munsell#IColor Texture Depth 10YR 611 Fine Sand 0 To 28 10YR 211 Hardpan 28 To 34 5GY 711 Sandy Clay 34 To 42 5GY 711 Clay 42 To 50 USDA SOIL SERIES:Pepper sand Munsell #/Color Texture Depth 1 OR 6/1 Fine Sand 0 To 24 10Y 7/1 MANY/DST RF 24 To 30 10YR 211 Spodic Material 30 To 34 5GY 7/1 Sandy Clay 34 To 42 5GY 711 Clay 42 To 50 OBSERVED WATER TABLE: 50.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES I ]NO DEPTH: 24.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: I ] TRENCH EX] BED [ ] OTHER (SPECIFY) r- REMARKS/ADDITIONAL CRITERIA DETERMINED THROUGH NRCS WEBSITE, MOTTLING FOUND, HISTORICAL DATA AND SURROUNDING LOTS. SITE EVALUATED BY: 54 INCHES DATE: 11/04/2009 ( Duncan, allies He: Environmental Specialist 11) (SL Lucie County Environmental He 'DH 4015, 09/2006 (Previous Editions May Be Used) CFILE of 4 AP941178 v 1.0.2 LOT;, PROPERTY ID #: PERMIT # rj F ONS r r AGENT.: /&e, l.- 40W s(J�11li /D/ e- - BLOCK: SUBDIVISION: /�,� s�/J KJ �i/�i/9�/ ��1 [Sectin//Towwnshi'pp/Range/Parcel No., or Tax ID Number] TO BE COMPLETED BY ENGINEERI� HEALTH UNIT EMPLOYEE, OR OTHER. QUALIFIED PERSON. ENGINEER'S .MUST PROVIDE REGISTRATION NUMBER AND SIGN AND ,SEAL EACH PAGE OF SUBMITTAL.. COMPLETE ALL ITEMS. -------------===-------------- PROPERTY SIZE CONFORMS TO SITE PLAN: � [ YES [ ]O . NNET USABLE AREA AVAILABLE: � ACRES TOTAL ESTIMATED SEWAGE FLOW: .�Iaa GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 21 AUTHORIZED SEWAGE .FLOW: ^14-t GALLONS PER DAY 11500 GPD/ACRE OR 2500 yG�PD ACRE) UNOBSTRUCTED AREA AVAILABLE: 'fod SQFT UNOBSTRUCTED AREA REQUIRED: , !Uy SQFT BENCHMARK/REFERENCE POINT LOCATION: 414 ajc ELEVATION OF PROPOSED SYSTEM SITE IS '[INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT IeEr THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: A0 FT DITCHES/SWALES: � FT NORMALLY WET? [ ] YES Llr ��o WELLS: PUBLIC:46 FT LIMITED USE: /JQ FT PRIVATE: ;� FT NON -POTABLE: FT BUILDING FOUNDATIONS; _ FT PROPERTY LINES: -l&0 FT POTABLE WATER LINES:: FT SITE SUBJECT TO _FREQUENT 'FLOODING' [ ] YES [ NO 10 YEAR FLOODING? [ ] YES 10'YEAR FLOOD ELEVATION.FOR SITE: FT MSL/NGVD SITE ELEVATION:' FT MSL/NGVD SOIL PROFILE .INFORMATION SITE SOIL PROFILE INFORMATION SITE 2 Munsell'#/Color Texture Depth. to to to to to to to USDA SOIL SERIES: -- 1 Munsell #/Colon Texture Depth to to to to to to - to to- - to USDA SOIL SERIES.: OBSERVED WATER TABLE: f-4 INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET 'SEASON WATER TABLE ELEVATION: =113INCHES [ ABOVE / BELOW ] EXISTING GRADE.. SIGH WATER TABLE VEGETATION:, [ ] YES [ ] NO MOTTLING:, [ ] YES [ ] NO .DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING DEPTH OF EXCAVATION: .INCHES. DRAINEIELD CONFIGURATION: [ ] TRENCH [_-) OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: '',a-<•..��s'. l SITE' EVALUATED BY o-,yswasv—r OH 4k N bee: (Replaces 5744-003-HRS'-H Farm 4015.[Page 31wfiieH may be used) (Stock Number: 5744-003-4015-t) •'4 •ws'v"' 1 Page of 3 e INSTRUCTIONS: P A ` PERMIT NUMBER: Permit tracking number by County HealthDepartment. -.0 APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section/township/range/parcel number). ^PROPERTY SIZE. `Check if property at site conforms to submitted site`lan Record net usable"area-available='lorareaexclusive of' — ail paved areas and prepared road beds within public rights -of -way or casements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: Record the estimated sewage flow for the establishment from Table I (residence) or Table 2 (non-residential), Chapter I OD-6, FAC. Record the authorized sewage flow for the lot based on net usable' area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd,per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied„ UNOBSTRUCTED AREA: Record,the square feet of unobstructed areaavailable and theamount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in, ChapterlOD-6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor'sbenchmark record the actual elevation. Record the elevation ofthe proposed system site in relation (above or below) tothe benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must berecorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The locationof any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for .site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA. soil maps, and historical information. Indicate if.there is high water table vegetation present. Indicate if mottling. is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Er. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents. submitted. ELEVATION WORKSHEET ,ELEVATION OF BENCHMARK d REFERENCE POINT IS: BENCHMARK.. SITE 1 _ SITE 2 - SITE 3 [ + ]: SHOT H.I. H.I. H.I. H.I. [ - ] SHOT [ -:] SHOT [ - ] SHOT ALLOWABLEDESIGN WAND PRESSURES IN PEP FA JTENERS /N EACH NAIL NEM ARE /sN/-ONO ROOTING AIAOA EAVE WIDTH IN INCHES SOFFITTYPE NAILS W/TM y0 rNAN/(S AND ! /,"O NEADJ 'OR STAPLEl Wi7/1 II LONL LEGS AND yG (/6 GAGE �A lEE TABLE 12" 15" 18" 21" 24" TRADITIONALSEIER UMWUM112'. NADS +93.D +715 +58.1 +48.9 +42.3 SVGJMZ0.SVGbvm -823 -63.3 -51.5 43.3 .37.4 TRADMONALMUCPW.UMwUW 12•.. +93.0 +715 +58,1 +48,9 +42.3STAPLU SV012I4W SVGlZVM .141.6 -108.9 -88.5 .74.5 -64.4 T/MBER FRAM/Nc 0NA?SELBCr W.DMwBMI a•, NABS 4165 svcaN. svcav SVG5N. -165 -127 .127 -103 -103 -86.7 -86.7 -74.8 -74.8 FASCIA FASCIA�X2*I Xi wppD T DMDNAL 5F4ECr ULUM UK 6•. 51'APLPS +93.0 +71.5 +59.1 +48.9 +42.3 SVG6M 5VG6V -283.0 .218.0 .177.0 -149.0 -128.7 - Bow Q<OCA AOAAD +Y- RD -I/ TAP Ld3/_ TMDITIONAL M W12•. NABS +78.3 i60.2 +48,9 +41.2 +35.6 SVGN42014q SVGWMJ+9 -69.4 -53.4 43.4 -36.5 -31.5 ) WALL I FASCIA I WALL TRADITIONAL LUMINUMI IP', SPAPLBS +783 +60.2 +48.9 +41.2 +35.6 mmwlu,svave lm .141.6 -108.9 -88.5 -74.5 -64.4 WOOD I TRIM SOfF/T sDFFi OR' SOFFIT 'SCE TAnAi ,/" cwwNNE L. ALUm.OUARDPLUsl2•,NABs +71.5 +58.1 +48.9 +413 SAS17219. LFA512219, SAS12319,LG512319. L MIN19 -63.3 -51.5 -43.3 -37.4 + fAirLNgws lr METAL SCE TAN" F`CNANNEL W/TN CA1E MA.TDNR T FAO1wi " • Q<peN WALL SAME As AT FpSUA TR%M NAADSNEb 706 STf/Q 4 ALUMA-GUARD PLUS R•,6TAPLPS +71.5 +5841 +48.9 +2.3 SASlu19.IPA51m9. SA5123t9, LCASim9, LPASI7G19 -308.9 -88.5 -74.5 -64.4 SAYE W/OTp NAILS O, D971yX % LONC EA YE W/OTN SEE TAQLE @24/IMwX/MY SEE TABLE ALTERNATE WALL DETAIL M SPACING ALUMA-euARDewsla•. NALLs F-69.4 +71.5 +58.1 +48.9 +42.3 SA516119. LCAS16119, 47.5 .38.6 -32.5 .28.1 NOT To SCALE ALUMALUARD PLUS Jr. RPAPLPS +715 +58.1 +48.9 +413 SA51a119. LCAsl6•19. .81.7 -66.4 -55.9 -48.3 S'0FFI TS W/T// /NAXONRV +BLOCK WALLS AIOT TO SCALE ALUMA4UARD 12% NA +60.2 W8.9 WL2 +35.6 SA512216, LPASlixla, SA512316, LCASIDI6, -53.4 -03.4 -36.5 -315 1PASIU1a ALUMA-0UARD 12•. sr"e +783 +602 +48.9 +41.2 +35.6 SA512216, LFASIIIlt 5A512316,LGS12316, -]b1.6 -108.9 438.5 -74.5 d4.d FASTENERS AT EAcN NAIL T/MRER FRAMJN L216.SA16 NEM EJT/ILA /-€A 401/6 @2R/'MAA. F.CGNOMV MIND S "alr•NABs +70.0 +53.8 +43,8 +36.8 +31.8 5A512313,LFMIND -61.2 47.1 -38.2 -312 -27.8 'A�' "'41 Al 11.11 Nw/< NEM /PODfJNG NAJLS W/7AS'"o L/TAE,R J{ LOAD wDAi/Nc 3 SHANKS AND /{11�NE48S/ ECONOMYNI-UMwUMISOPFIT1r.SPAPL1s +70.0 +53.8 M3.8 #36.8 +31.8 SAslz3D, LPA5173u -141A -108.9 458.5 -74.5 64.4 Nn/Is WITN �' `Q sNAN_XS q A" %4 NEAOS O OR STAiL ES NJTN S / OR LA,yC LEGJ ANp �D /09(X2i STAPLES WIrA -:j 1 ` QOX NAIL C/L GACSJ VENNRA^�IVWY ID', NABS WSIOV, 1NSION Hfi12 +/47.0 +/-38.2 +/-32.2 N-27.8 Va Um- IVMYL1 Jr. S""s W-102 +1.78.4 +/-63.6 +/-53.6 N46.3 NVSI6V. NVSION LOW G LCG5 AND ;SEE T/MBER / (JC G: a;O TABLE 4o1X2 PR0.5ERIES BPMPD (V1NY 0•. NABS +/fi9.5 +/-53.5 +/-43.4 +/-36.6 +/-31.6 PHSB6N. PBSxOV S£[ TAALC F FRAM/Nc a<M,A4/L PRO.SPRffs BPADFD IYwYL)e-, uAelrs +/-116 +/-89.1 +/-724 +/fi0.8 M-527 PBSWN,MSVV - FASC/A FASUA - BOARD /x2 _ eaaslalPs vw� 19•. NABS Inu P99mv +/-63.9 +/49.2 +/-00.0 +/-33.7 N-29.1 tw/MA-' I SELF TAN]! 1 II II WALL , l6'[ T4J'6'_' �F� CNANNLL fAAWAA/ 1 - SAn£ AS AT? WFAre,IA SOFFIT tWrH WOOD FRAMEb WALL NOT o su J SOFFIT- ` 'c/IAWEL rat TwQzE AVE AIbr/J SCE TAQLE SOFFIT INTO ROOF FRAMING NOT TO SCALE DESIGN PRESSURES LISTED IN TABLE ARE BASED ON COMPARATIVE AND RATIONAL n'' ANALYSES DONE IN TIES HE ENGINEERING PROJECT AND ARE IN CONFORMANCE WITH I�•Z', -7 2007 FLORIDA BUILDING CODE, 2006 SUPPLEMENT TO THE 2004 FLORIDA BUILDING CODE, AL ✓4A/E 2 p0!< 2007 FLORIDA RESIDENTIAL COD$ AND 2006 SUPPLEMENT TO THE 2004 FLORIDA RESIDENTIAL CODE All nN. Reeves, P.E. Slructutal Engineer Florida License #19354 FLORIDA BUILDING CODES DO NOT DIRECTLY MANDATE WIND LOAD DESIGN PRESSURES ON SOFFITS. FLORIDA RESIDENTIAL CODES DO DIRECTLY MANDATE WIND LOAD DESIGN HR Engineering, Inc. DATE /2doNE 200E PRpAEC7Rp 07/20006 BH6ET / OF1_ PRESSURES ON SOFFITS. DUENIALCCA NOME EXT, aY_4.�E�/♦�REE 7LSR FS PRp3Ecr�ALCOA JOFF/T$:FLoRIOJOFFITS-FLORIOA 46. � - Florida Building Code Online Page 1 of 4 4 '� ) A 4J i r Corium -unity Affairs OCA MOW AOOUPDCA WA PROGRAMS COMPACru" \�\I Product Approval USER: Public user Product Approval Menu > Product or Application Seamb> Application Llst> Appllcanon Oetall FL # FL11191 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Alma Home Exteriors, Inc. Address/Phone/Email 2600 Campbell Road Sidney, OH 45365 (937)498-6720 alan.hoying@plygem.com Authorized Signature Alan Hoying alan.hoying@plygem.com Technical Representative Alan Hoying Address/Phone/Emall 2405 Campbell Road Sidney, OH 45365 (937)498-6720 alan.hoying@plygem.com Quality Assurance Representative Alan Hoying Address/Phone/Email 2405 Campbell Road Sidney, OH 45365 (937)498-6720 alan.hoying@plygem.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Allen Reeves developed the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL11191 RO COI AHECOI - 07.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 ASTM D-4477 2004 ASTM D-5206 2002 ASTM E-330 2002 http://www.floridabuilding.orglprlpi_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gwj... 12/22/2009 Florida Building Code Online Page 2 of 4 311dFlorida Building Code Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/07/2008 Date Validated 01/23/2009 Date Pending FBC Approval 02/22/2009 Date Approved 04/07/2009 2007 Summary of Products FFL -* Model, Number or.Name _ _ Description 11191.1 Alcoa Economy Soffit Triple 4 Aluminum Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +70.0/-61.2 Other: Installation Instructions FL11191 RO II AlumVinvlSoffitinstallation - 07.odf Verified By: Allen Reeves 19354 Created by Independent Third Party: Yes Evaluation Reports FL11191 RO AE AlumSoffitStaole Analysis - 07.odf FL11191 RO AE Dade Cty - NOA-07-3026.0l.odf FL11191 RO AE EconomvTriDle4AlumSoffit-07.odf Created by Independent Third Party: Yes 11191.2 Alcoa Endurance Soffit 12" Aluminum Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +78.31-69.4 Other: Installation Instructions FL11191 RO II AlumVinvlSoffitInstallation - 07.odf Verified By: Allen Reeves 19354 Created by Independent Third Party: Yes Evaluation Reports FL11191 RO AE AlumSoffitStaole Analysis - 07.odf FL11191 RO AE Dade Ctv - NOA-07-1026.01.odf FL11191 RO AE Endurancel2AlumSoffit- 07.odf Created by Independent Third Party: Yes 11191.3 lAlcoa Endurance Soffit IDouble 6 Aluminum Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +78.3/-69.4 Other: Installation Instructions FL11191 RO II AlumVinvlSoffitinstallation - 07.odf Verified By: Allen Reeves 19354 Created by Independent Third Party: Yes Evaluation Reports FL11191 RO AE AlumSoffitStaole Analysis - 07.Ddf FL11191 RO AE Dade Cty - NOA-07-1026.01.12df FL11191 RO AE Endurancel2AlumSoffit-07.Ddf Created by Independent Third Party: Yes 11191.4 Alcoa Envoy Soffit IDouble 6 Lanced Aluminum Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes. Impact Resistant: N/A Design Pressure: +93.0/-82.3 Other: Installation Instructions FL11191 RO II AlumVinvlSoffitinstallation - 07.odf Verified By: Allen Reeves 19354 Created by Independent Third Party: Yes Evaluation Reports FL11191 RO AE AlumSoffitStaole Analysis - 07.odf FL11191 RO AE Dade Cry - NOA-07-1026.0l.odf FL11191 RO AE EnvovDouble6AlumSoffit - 07.Ddf Created by Independent Third Party: Yes 11191.5 Alcoa Envoy Soffit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +93.0/-82.3 Other: IDouble 6 Aluminum Installation Instructions FL11191 RO II AlumVinvlSoffitlnstallation - 07.Ddf Verified By: Allen Reeves 19354 Created by Independent Third Party: Yes Evaluation Reports FL11191 RO AE AlumSoffitStaole Analysis - 07.Ddf FL11191 RO AE Dade Cty - NOA-07-1026.01.Ddf FL11191 RO AE Envovl2 Aluminum Soffit - 07.Ddf x P http://www.floridabuilding.orglpr/pr app_dtl.aspx?paramwGEVXQwtDgttaGsIp3Gvuj... 12/22/2009 Florida Building Code Online Page 3 of 4 dow"O 3113 Created by Independent Third Party: Yes 11191.6 Alcoa Envoy Soffit ISingle 6 Aluminum Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11191 RO II AlunnVinvlSoffitfnstallatlon - 07.odf Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +93.0/-565.0 Evaluation.Reports Other: FL11191 RO AE AlunnSoffitStaole Analysis - 07.Ddf FL11191 RO AE Dade Ctv - NOA-07-1026.0l.odf FL11191 RO AE Envov6AlumSoffi[-07.Ddf Created by Independent Third Party: Yes 11191.7 lAlcoa Envoy Soffit IQuad 4 Aluminum Llmlts of Use Installation Instructions Approved for use In HVHZ: No FL11191 RO II AlumVinvlSoffitlnstallation - 07.Ddf Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +93.0/-61.7 Evaluation Reports Other: FL11191 RO AE AlumSoffitStaole Analysis - 07.odf FL11191 RO AE Envov0uad4A1unnSoffit-07.Ddf Created by Independent Third Party: Yes 11191.8 .Alcoa Pro -Bead Soffit 8" Beaded Vinyl Limits of Use Installation Instructions Approved for use In HVHZ: No FL11191 RO ff AlunnVinvlSoffitlnstallation - 07 odf Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +69.5/-69.5 Evaluation Reports Other: FL11191 RO AE ProBead8VinvlSoffit-07.Ddf Created by Independent Third Party: Yes 11191.9 lAlcoa Pro -Series Soffit Double 5 Vinyl Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11191 RO It AlumVinvlSoffitlnstallation - 07.udf Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +63.9/-63.9 Evaluation Reports Other: FL11191 RO AE Dade CtV - NOAOB-0429.11.Ddf ! FL11191 RO AE ProSelectlOVinvlSoffit-07.odf Created by Independent Third Party: Yes 11191.10 - Alcoa Pro -Tech Plus Soffit Triple 4 Vinyl Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11191 RO II AlumVinvlSoffitins[alla[lon - 07 odf I Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +77.0/-77.0 Evaluation Reports Other: FL11191 RO AE Dade Ctv - NOA08-0429.11.1)df FL11191 RO AE ProTechP1us12VinvlSoffit - 07.Ddf Created by Independent Third Party: Yes 11191.11 Alcoa TradeMark Soffit Double 5 Vinyl Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11191 RO II AlunnVinylSoffitlnstalla[ion - 07 odf Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +55.6/-55.6 Evaluation Reports Other: FL11191 RO AE Dade Cry - NOA08-0429.11.odf FL11191 RO AE TradeMarklOVinvlSoffit-07.Ddf Created by Independent Third Party: Yes 11191.12 Alcoa Universal Soffit Triple 4 Vinyl Limits of Use Installation Instructions Approved for use in HVHZ: No FL11191 RO II AlumVinvlSoffitlnstallatian - 07.Ddf Approved for use outside HVHZ: Yes Verified By: Allen Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +41.7/-41.7 Evaluation Reports Other: FL11191 RO AE Universa112VinvlSofft-.07.odf Created by Independent Third Party: Yes 11191.13 jAlcoa Ventura Soffit Triple 3 1/3 Vinyl Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11191 RO II AlumVinvlSoffitlnstallation - 07.Ddf Verified By: Allen Reeves 19354 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +61.2/-61.2 Evaluation Reports Other: FL11191 RO AE Dade Ctv - NOA08-0429.11.odf FL11191 RO AE VenturaVinvlSoffit - 07.udf. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gwj... 12/22/2009 Florida Building Code Online Page 4 of 4 created by Independent Third Party: Yes DCA AdMinlst.tion Department oFOommunity AOafrs florfda Building rode Online Cedes and Standards 25555humant Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1624, Far (850) 414.8436 0 2000-2005 The State of Florlda. All rl9hts reserved. roevriohe and Disdafiner Product Approval Accepts: m H m Bob (v oraovc http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3Gvuj... 12/22/2009 .. r HardiePlank%pSidin9 /10 y It N damesHaraie EFFECTIVE APRIL 2009 RM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit +vmJar eshardie.mm for the most recent version. SELECT CEDARMILP - SMOOTH - COLONIAL SMOOTH® - COLONIAL ROUGHSAWN®• BEADED CEDARMILL® BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORDWL- FAILURETO INSiALLAND FINISRTHIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS INSTALLATION OF H210TF1 PRODUCTS OUTSIDEAN HZ10Tm LOCATION WILLVOIDYOUR WARRANTY. TO DETERMINEWHICH HARDIFZONEAPPLIES TOYOUR LOCATION,VBfTWWW.HARDIEZONECOM OR CALL 1-866-942-7343 (8669HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and Oumm It.m00R5 covered prior to installation. Installing 1.Ps'lion ailing slatimso datwaidA blow 6stamyfrom user 1. tut only using score and sap, or shears farmud, electric a poen9c). adaNasuwelagaea 2. Pos5on adting shun in we0. mlalod area siding wet or saturated may result in zilso edhheldxvaeroleds shrinkage at buttjoints. Carry planks aBase LSWe"map ii. Sim Qna�,dedricaprenr�m)-rdEVFfmapmvasawirdoors on edge. Protect edges and comets b.Mr. Ladred"gciru&s&re*poWxaha-INMrseadsyasavuadeffAdoesnot cmiyneliadeaadesawbhrletramrak from breakage. James Hardie is not - tIARdrysveep—llsewetmWessmmFdPAVacvion responsible for ceend LDust redcMamiasaw wthallmdeBhdesawhlade damag(uayaetolowo �meouh� by caused y gtr<te:Farrar.enpra�onpawslrapoauedustaparmra.,�rwsrladerennre�dnays�y eca' dameigrreuroasv eteasiie by improper storage and NOgF4ixpwirespralorsmbeUsed nmyudimxilhahweaimgprmticesaltuthared�cedserpavcs/d e�mTeidam�m'sarafr9ie awewjmedmdemnmhelp tyredde the mostAPrcPfeaimgmatedtoyorephrerlimudsgmeansdaft abuRepmak+dsoryen handling ofthe product dorutcw*wahmeabaepastisecymstumaromsmsRagmd WffdLzbdt ndamrmdJmcsHaderara.ma'otunaba GENERAL REQUIREMENTS: • HardiePlank' lap siding can be installed ever braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSS sheathing. Irregularities in framing and sheathing can minor through the finished application. • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1"thick When using foam Insulation/sheathing, avoid over -driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water -resistive barrier Is required in accordance with local building code requirements. The water-resislive hairier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water irdittration. James Hardie does manufacture HardieWrar Weather Barrier, a non -woven non -perforated housewrapt, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building In accordance with local building Figure I Doable Wad Sngtewan codes - typically r struetlon Consuuct on • Do not Install Janes Hardie products, such that they may remain in contact with staffing water. walaqesste barrier pt-m bremg • HardlePlank lap siding may be installed on flat vertical °ce tea" g wall applications only. / plywood or 24 " i I I • DO NOT use stein on James Hardie' products. INSTALLATION: JOWTRFATMEU* (Requ%rW rmColorPtrs• Rr9A Reapmmmded borFamedprodacQ Jamies Hardie does not recommend the use of caulk at field bult)aMs. Figure 2 gad . wamr+es¢gve y bonier mac _ fradE dadain� mood retied °o oO ° wateriessfwe °p bmimr ° ° °° faet9er Install factory finished edges together at butt joints. ` °o ° ° ° ° am�a a 1 11 NaSin@ tom 'Forotherjnintirg options, referIo local budding code m NER4a5 vJ "Asrequiredbylocalbuddngcede "'Apply caulk in accordance with caulk manufadurers written application instructiow. mare appmopiategap between /Zi -1® CLEARANCES At the juncture of the roof and vertical Install siding and trim products in compliance Maintain a 11"- 2" clearance between surfaces, flashing and counterflashin shall 9 9 local building code requirements for James Hake products and deckingwith be installed per the roofing manufacturer's clearance between the bottom edge Maintain a1"-2"clearance material. Instructions. Provide a1"-2"clearance siring and the adjacent finished grade. grof ade. between James Hardie' Figure 5 between the roofing and the bottom edge 9 9e of products and paths, steps L 7 the siding and trim. Figure 3 cold and driveways. 1 �I� -esisfive I Prn.. a wdlaarfler ve carer r Figure 4 1 Cornets - manafom r-z I •" ftd0lalh• P kvswm Maintain a 1/4" clearance Maintain a minimum 1" gap between the bottom of James between gutter end caps and Hardie products and horizontal siding &trim. flashing. Do not caulk gap. Figure 8 Figure 7 �9 Do clot 1/4+gy raldc and end FASTENER REQUIREMENTS" grind Nailing is the preferred method of installation for all HardiePlank' lap siding products BLIND NAILING Nails - Wood Framing • Siding nail (0.09" shank x 0.221" HD x 2" long) • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfast• nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • 11 ga. roofing nail (0.121" shank x 0.371 • HD x 1.75" long) • Ribbed Wafer -head or equivalent (No. 8 x 1 518" long x 0.375" HD). z4•�� Figure 10 1•-2' dear Figure 9 SpKICKOUT FLASHING Because of the volume of water that can pour dawn a sloped mot, one of the most critical flashing details occurs where a roof intersects a sidewall. o;e The roof must be flashed with step flashing. Where the roof terminates, install a lockout to deflect water away from the siding. it is best to install aset-adhering membrane on the wall before the subfascla and trim boards are nailed In place, and then come back to install the lockout. Figure 9,1Gckout Flashing' To prevent water from dumping behind the siding and the and of the roof intersection, install a 'lockout" of sufficient length and angle to direct the water running down the roof away from the siring. Face Nailing should only be used where required for high wind auras and must not be used in conjunction with Bland Nailing FACE NAOING Nails - Wood Framing • 6d (0.113" shank x 0.267" HD x 2" long) • Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323' HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • Er & F pin or equivalent (0.10" shank x 0.25' HD x 1-1/2" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" • Siding nail (0.09" shank x 0.221" HO x 1-1/2' long)' Stan y y_ Figure 11 O.C. ram. Minimum overlap barrier o for Both Face u and Blind Nailing blind nail I I I min. 1 1/4' 0 ove0 rlap } I 1 11/4'min. I water-msisliw ban er overlap I r I a/a•-r Laminate sheet to be removed immediately after installation of each course for ColorPius• products. i The Ilustration (figure 9) and associated text was repdnted wllh permission of THE JOURNAL OF LIGHT CONSHiUCTION. For subscription ii When face nailing to OSB, planks must be no greater than 91/4" wide and Fasteners must be 12" o.c. or le1C I 1 C "Also see General Fastening Requirements. A 1 1/4' min. , overlap wilier-msisnve barrer /Ai 10 GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for cared fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specked design wind loads. Bectro-galvanized are acceptable but may exhibit premature camsion. • NOTE: Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot -ripped galvanized Lncel Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siring (no air space). (fig. A) James Hake• products near the ocean, large bodies of water, or in • Do nut over -drive nail heads or drive nails at an angle. very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMATIC FASTENING • For wood framing, under driven nags should be hit Flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (Far steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control depth the nail is driven. If setting the nail depth difficult, choose a Snug Flush the Countersunk, Cad ulk 8 proves adnail setting that under drives the nail. (Drive under driven nails snug with a do not under WNW smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive nails Sr" CAULKING PAINTING For best results use an Elaslomeric Joint Sealant complying use stain on James Hardieproducts. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted Within 180 days for primed product and 90 days for unprinted.100% Joint Sealant complying with ASTM C834. Caulldng&Aant acrylic topcoats are recommended. Do not paint when wet For application rates must be applied in accordance with the caulking/sealant referto paint manufacturers specihcatians. Bads -rolling is recommended if the manufacturer's written instructions orASTM C1193. siding is sprayed. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus•Technology touch-up applicator. Touch-up paint should be used sparingly. IF large areas require touch-up, replace the damaged area with new HardiePlank• lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each noose. • Terminate non -factory, cut edges info trim where possible, and caulk Cola matched caulks are available from your ColorPlus• product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge craters, available from your CdorPlus product dealer. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUSe TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is dean, dry, and free of any dust, dot, or mildew • Reprinting is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oiValkyd base paints on James Hardie products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and apptcetion temperature COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks, does not include waste COVEIIAGE AREA LESS OPENINGS HARDIEPIANIC LAP SIDING WIDTH SQ 5114 6114 7114 712 8 8114 9114 912 12 (1 s0=tmsq.R) (exposure) 4 5 6 6114 6314 7 8 8114 10314 1 25 20 17 16 15 14 13 13 9 2 s0 40 33 32 30 29 25 25 19 3 75 60 50 4B 44 43 38 38 2B 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 53 47 6 150 120 100 96 89 96 75 75 55 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 20D 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 290 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 390 317 304 281 771 238 238 177 20 500 400 333 320 296 296 250 250 196 This coverage chart is meant as a glide. Actual usage is sdyedto variables such as building design. James Hake does nut assume responsibility for over or under ordering of product WCOCm, Oat YhamdacevOME5leMReWNDI-405.Hadd%CIapsURis g I wasiftitiImNa SPMftdlrtice0CAN3uWBhd?ngeatlrllM%ft19WSUdwd 6�MoCada ore tR4r mhaern mLi9rn rMn an t4ua5mv„�„d nos,nr.,.tor,a, n.a,., n,ne n.am6ns,�5•i n,w.. r..b �,nwbtma ura.,�...aos:ns,u r..... o-,.... -...� U.S. Dept an IUD KANizis Reese 1263013epatmnlat it a ftW rAwfm EC -A CKYOM•YM 1EAMS&M.atl CaBmiMAPA019. These doonrnksha6l ahahecpmtedtor Fabricator: East Coast Lumber -Job Reference: #21201 - GOLDEN - BEVILLE Tampa, FL 33610 Engineering, Inc. (813)972.1135 Job Number Date 21201 10/27/2009 Engineering Index Sheet Specification Quantity 23 A Professional Engineer's Seal affixed to this Index Sheet Indicates the acceptance of professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these Individual truss components for any structure is the respor ibilty of the Building Designer, as defined In ANSNTPI I-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Lumber. Questions regarding this Index Sheet andlorthe attached Specification Sheets may be Date Mark 1 1 1027109 1A1H 5 1 1027109 1A5 9 10127/09 1 B2 13 10270 1 ClH 17 1O27109 I VM2 21 1027109 1 CJ5 Date Mark 2 1 1027109 1A2 6 1 1027109 1 A6 10 1 10127109 1 B3G 14 1 1027/09 1C2 18 1 1027109 1 VM4 22 1 1027109 1-EJ7 Morris A. Shashoua, P.E. MAURICE A. S UA, P.E., INC. 1908 N e, e Coral3 s 33071 (9 7 9 License Nos: EB5251 & 19554 Date Mark 3 1 10127109 1 A3 7 1027N9 A7H 11 1 10127/09 1B4 15 1 1027109 1V4 19 1 10127/09 1 -CJt 23 1027/09 -HJ7 Standard Loadin T.C. Live 20 paf T.C. Dead 7 pef H.C. Live 0 paf H.C. Dead 5 PSI! Total 32 pef ANSI ASCE 7.05 Main Wind Force Res. Sys. Wind Speed; 140 Mean Roof Ht.: 15 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 BC Dead Load : 3.0 Date Marc Notes: Refer to Individual truss design drawings 4 1 10/27/09 1 Aq 1 forgpecial loading conditions. 8 1 1027/09 1 B1GE 12 1 10/27/09 1 B5 16 1 10270 1V8 20 1 1027109 1-CJ3 Robbins Engineenng,Inc./Online Plus- 0 1996-2009 Version 25.0.008 Job Index Sheet 10272009329:15PM Pagel 1° 01 GAVE GOLDEN --BEVILLE RES. Page: 1 21201/ 1 1 HIPP A1H 6.00 26-00-00 16-00 16-00 4/4 21201/ 1 1 HIPP A2 6.00 26-00-00 16-00 16-00 4/4 21201/ 2 1 HIPP A3 6.00 26-00-00 16-00 16-00 4/4 21201/ 3 1 TR A4 6.00 26-00-00 16-00 16-00 4/4 21201/ 9 1 TR A5 6.00 22-11-04 16-00 00-00 4/4 1 1 HIPP 21201/A6 6.00 26-00-00 16-00 00-00 4/4 21201/ 1 1 HIPP A7H 6.00 26-00-00 00-00 16-00 4/4 21201/ I 1 1 TR B1GE 6.00 09-08-00 16-00 16-00 4/4 21201/ 1 1 TR B2 6.00 09-08-00 16-00 16-00 4/4 21201/ 1 1 TR B3G 6.00 09-08-00 00-00 00-00 4/8 \I/I 21201/ 2 1 TR B4 6.00 07-00-00 16-00 00-00 4/4 21201/ 1 1 HHIP B5 6.00 07-00-00 16-00 00-00 4/4 21201/ 1 1 HIPP C1H 6.00 17-00-00 00-00 00-00 4/4 21201/ 2 1 TR C2 6.00 17-00-00 00-00 00-00 4/4 1 1 VL.S 21201/V4 6.00 04-00-00 00-00 00-00 4/4 1 1 VL.S 21201/V8 6.00 08-00-00 00-00 00-00 4/4 21201/ / • 3 1 VLMA VM2 6.00 02-00-00 00-00 00-00 4/4 FILE C"" 0y Robbie, Engineering, lneJOnline PlueTM 019902009 Version 25.0.0085ummary Page Trusses Report Dale 10/27/09 Page: l of Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21201 A2 1 HIPP 260000 6 1- 4- 0 1- 4- 0 *#21201 - GOLDEN - BEVILLE NO 4-3 NO 4-3 TC11-4-0I 9-0-0 1 B-0-0 9-0-0 11-4-0: 4xS 4x4 B C T 6 �x4 zx4 c B 4-10-3 4x4 4x4 p 1 D ®I , I F 3x4 Sl E 4x4 3x6 I W: 800 W:800 R: 909 R: 909 U: 830 U: 830 BCJ 26-0-0 26-0-0 r ALL PLATES ARE MT2020 Scale: 0.235" = 1' Online Plus-- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- TO 0.59 2x 4 SP-#2 BC 0.72 2x 4 SP-#2 WE 0.10 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 26- 0- BC Cont. 0- 0- 0 26- 0- One Continuous Lateral Brace B -E Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC" 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1.15 Fc=1.10 Ft=1.10 HC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 909 830 U 212 R D 909 830 U 212 R it Brg Size Required A 8.0" 1.5" 'D 8.0" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Chocked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P The Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.31 1437 C 0.18 0.13 Robbins Engineering, Inc./Online Plus' G -B 0.40 1210 C 0.15 0.25 H -C 0.59 1167 T 0.15 0.44 C -H 0.40 1212 C 0.15 0.25 H -D 0.31 1441 C 0.18 0.13 --------Bottom Chords --------- * -F 0.72 1283 T 0.11 0.61 F -Sl 0.43 1090 T 0.09 0.34 Sl-E 0.62 1090 T 0.10 0.52 E -D 0.71 1286 T 0.11 0.60 ------------- Webs ------------- G -F 0.10 347 T F -B 0.09 299 T e -E 0.06 190 T 1 Br E -C 0.07 285 T E -H 0.10 349 T TL Defl -0.29" in F -E L/999 LL Defl -0.22" in F -E L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in B -C 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Pit Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.1 0.72 D MT20 4.Ox 4.0 Ctr 0.1 0.72 81 MT20 4.Ox 4.0 Ctr 0.2 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBc2007 TPI 2002 ON Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truse is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 3.0 psf Max comp. force 1441 Lbe Max tens. force 1391 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. F } y Robbins Englneenng,Inc/Online Plus"'01998.2009 Version 25.0.008 Engineering- Pmtrdlt 102720093:29:51 PM PegeI Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21201 A3 2 HIPP 260000 6 1- 4- 0 1- 4- 0 #21201 - GOLDEN - BEVILLE HO 4-3 NO 4-3 TCI1-4-01 11-0-0 1 4-0-0 1 11-0-0 11-4-0� axe 4x4 B C T-3 6�xa 2x4 G H3x4 3xa A D ® F S1 E 3x44x6 3x8 fl W: 800 W: 800 R: 909 R: 909 U: 830 U: 830 B26-0-0 926-0-0 EJ ALL PLATES ARE MT2020 Scale: 0.235" = 1' Robbins Engineering, Inc./Online Plus" Online Plus -- Version 25.0.008 H -D 0.47 1403 C 0.18 0.29 Truss is designed as a Main RUN DATE: 27-OCT-09 --------Bottom Chords--------- Wind -Force Resistance System. A -F 0.86 1262 T 0.11 0.75 Wind Speed: 140 mph CSI -Size- ----Lumber---- F -S1 0.63 948 T 0.08 0.55 Mean Roof Height:: 15-0 TO 0.47 2x 4 SP-#2 S1-E 0.63 948 T 0.07 0.56 Exposure Category:, C HC 0.86 2x 4 SP-#2 E -D 0.85 1263 T 0.11 0.74 Occupancy Factor,. :: 1.00 WB 0.24 2x 4 SP-#3 -------------Webs------------- Building Type: Enclosed G -F 0.24 517 T Zone location: Exterior Brace truss as follows: F -B 0.10 311 T TC Dead Load 4.2 psf O.C. From To B -E 0.13 187 T HC Dead Load 3.0 psf TO Cont. 0- 0- 0 26- 0- 0 E -C 0.10 276 T Max comp. force 1403 Lbs HC Cont. 0- 0- 0 26- 0- 0 E -H 0.24 519 T Max tens. force 1376 Lbs Fabrication Tolerance.= 20% psf-Ld Dead Live TL Defl -0.46" in A -F L/645 This truss is designed for a TO 7.0 20.0 LL Defl 0.34" in E -D L/863 creep factor of 1.5i which is BC 5.0 0.0 DL Defl -0.12" at F L/999 used to calculate total load TC+BC 12.0 20.0 Shear // Grain in G -B 0.22 deflection. Total 32.0 Spacing 24.0" FABRICATOR NOTES: Lumber Duration Factor 1.25 Plates for each ply each face. 1. EAST COAST LUMBER 6 SUPPLY Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area 5285 ST.LUCIE BLVD. TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area FORT PIERCE,FL 34946 BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - MT8H 1S Ga. Gross Area Jt Type Plt Size X Y JSI MAURICE A. SHASHOUA, Total Load Reactions (Lbs) Sl MT20 4.Ox 6.0 Ctr 0.2 0.65 P.EAEH5251 6 19554 Jt Down Uplift Horiz- 1908 NW 112 AVE. A 909 830 U 260 R REFER TO ROBBINS ENG. GENERAL CORAL SPRINGS, FL 33071 D 909 830 U 260 R NOTES AND SYMBOLS SHEET FOR 2. !!!CAUTION!!! READ "SCSI-B1 ADDITIONAL SPECIFICATIONS. SUMMARY SHEET" BEFORE it Brg Size Required HANDLING , INSTALLING 6 A 8.0" 1.5'1 NOTES: BRACING TRUSSES. D 8.0" 1.5" Trusses Manufactured by: 3. SEE ATTACHED DETAIL SHEET East Coast Lumber FOR: 1-JACK NAILS. Plus 6 Wind Load Case(s) Analysis Conforms To: 2-TBRACE. 3-BEARING BLOCK. • Plus 1 UBC LL Load Case(s) FBC2007 Plus 1 DL Load Case(s) TPI 2002 ON Loading Checked for NonConcurrent 200 Soffit psf 2.0 Lbs Moving Point Load applied at Panel Points and Mid -panel This truss has been designed for ruse psf LL on the H.C. AIL MA op BC in areas where a rectangle FILE � 3- 6- 0 tall by Membr CSI P Lbs. Axl-CSI-Hnd 2- 0- 0 wide ----------Top Chords---------- will fit between the H.C. A.-G 0.47 1402 C 0.18 0.29 and any other member. G -B 0.43 1089 T 0.14 0.29 Design checked for 10 pef non- H -C 0.21 1066 T 0.13 0.08 concurrent LL on BC. C -H 0.43 1088 T 0.14 0.29 Wind Loads - ANSI / ASCE 7-05 Robins Engineering,Inc./Online Plus- 01996.2009 Version 26.0.008 Engineering - Portrait 102720093:29:52PM Pagel Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21201 A4 3 TR 260000 6 1- 4- 0 1- 4- 0 •#21201 - GOLDEN - BEVILLE NO 4-3 NO 4-3 TC 11-4-01 13-0-0 1 13-0-0 11-4-01 4x4 B 'T 6 3x4 3x4 2 4 S3 S2 2x4 F G 6-10-3 4x4 4x4 p C E Sl D 3x4 4x6 3x4 W:800 W:800 - R:1105 R:1305 U: 830 U: 830 BCl 26-0- 26-0-0 ALL PLATES ARE MT2020 Scale: 0.235" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.60 2x 4 SP-#2 BC 0.80 2x 4 SP-#2 WE 0.49 2x 4 SP-#3 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 26- 0- 0 SC Cont. 0- 0- 0 26- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 10.0 0.0 TC+BC 17.0 20.0 Total 37.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Soriz- A 1105 830 U 307 R C 1105 830 U 307 R ,Jt erg Size Required A 8.0" 1.5" C 8.0" 1.5" 'Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Cases) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lps Moving Point Load applied at Panel Points and Mid -panel on BC Mombr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.60 1735 C 0.17 0.43 F -S3 0.59 1613 C 0.16 0.43 Robbins Engineering, Inc./Online Plus' S3-B 0.39 1538 C 0.16 0.23 B -S2 0.39 1538 C 0.17 0.22 S2-G 0.59 1613 C 0.16 0.43 G -C 0.60 1734 C 0.17 0.43 --------Bottom Chords --------- * -E 0.80 1558 T 0.13 0.67 E -SS 0.56 1030 T 0.09 0.47 S1-D 0.69 1030 T 0.09 0.60 D -C 0.80 1557 T 0.13 0.67 F -E 0.12 507 T E -B 0.49 636 T B -D 0.49 636 T D -G 0.12 507 T TL Defl -0.39" in E -D L/754 LL Defl -0.27" in E -D L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in A -F 0.25 Plates for each ply each face. Plate - NT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.1 0.87 C MT20 4.Ox 4.0 Ctr 0.1 0.87 S1 MT20 4.Ox 6.0 Ctr 0.2 0.67- REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 ON Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.0 in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.2 psf BC Dead Load 3.0 psf Max comp. force 1735 Lbs Max tens. force 1558 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK, r Robbins Engineenng, InclOnline Plus^' C 1996-2009 Version 25.0,008 Engineenng - Pond 102720093:29:53 PM Page 1 Job Mark guan Type Span Pl-HI Left OH Right OH Engineering 21201 AS 9 TR 221104 6 1- 4- 0 0 I #21201 - GOLDEN - SEVILLE NO 4-3 HO 1-10-9 TC11-4-01 13-0-0 1 9-11-4 4x4 B 6 3x4 2x4 S2 3x4 F G 6-10-3 2x4 H 4x4 A I ® E SS 3x4 4x6 D 3x4 ® 3x4 ' W:800 W:704 R: 983 R: 922 U: 739 U: 676 BC - 1- iL 2211 4 ALL PLATES ARE MT2020 Scale: 0.267" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CHI -Size- ----Lumber---- TC 0.57 2x 4 SP-#2 BC 0.78 2x 4 SP-112 WB 0.50 2x 4 SP-#3 Brace truss as follows 0. C. From To TC Cont. 0- 0- 0 22-11- 4 BC Cont. 0- 0- 0 22-11- 4 psf-Ld Dead Live TC 7.0 20.0 Be 10.0 0.0 TC+BC 17.0 20.0 Total 37.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 Be Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 983 739 U 269 R I 923 677 U 357 R Jt Brg Size Required A 8.0" 1.5" I 7.2" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcnirrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on Be Membr CSI P Lbs Axl-CSI-End ----------Top Chords ---------- A -F 0.57 1472 C 0.14 0.43 Robbins Engineering, Inc./Online Plus" F -S2 0.57 1350 C 0.14 0.43 S2-B 0.40 1275 C 0.14 0.26 e -G 0.44 1020 C 0.11 0.33 G -H 0.34 91 T 0.01 0.33 --------Bottom Chords --------- * -E 0.78 1322 T 0.11 0.67 E -S1 0.55 795 T 0.06 0.49 S1-D 0.68 795 T 0.07 0.61 D -I 0.55 869 T 0.07 0.48 F -E 0.12 503 T E -B 0.49 640 T B -D 0.14 280 T DG 0.04 188 T G -I 0.50 1204 C I -H 0.02 114 T WinclLd TL Defl -0.37" in E -D L/709 LL Defl -0.25" in E -D L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in A -F 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT86 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.1 0.73 G MT20 3.Ox 4.0 0.4-0.2 0.82 S1 MT20 4.0x 6.0 Ctr 0.2 0.66 I MT20 3.Ox 4.0-0.5 Ctr 0.76 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS. SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 OR Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed zone location: Exterior TC Dead Load 4.2 paf BC Dead Load 3.0 psf Max comp. force 1471 Lbs Max tens. force 1322 Lbs Fabrication Tolerance = 20% This truss is designed for -a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 . I!ICAUTIONI!I READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. . SEE ATTACHED DETAIL SHEET FOR: 1-JAC-K N FILIEBUOR Robbins Engineering, Inc./Online Plus- 019W2009 Version 25.0.008 Engineenng - POmell 102 /2009 3:29:53 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21201 A6 1 HIPP 260000 6 1- 4- 0 0 #21201 - GOLDEN - BEVILLE HO 4-3 RO 4-3 TC I1-4-0I 9-0-0 1 8-0-0 1 9-0-0 4.8 2x4 4.8 B K C T 6 �x4 2x4 J L 4-SO-3 4x4 4x4 A 1 D I/ E3 F S1 R E M 3x4 3x4 3x6 3x4 M W: 800 W: 800 R: 909 R: 831 U: a 3 0 U: 765 BC26-0-0 26-0-0 ALL PLATES ARE MT2020 Scale: 0.243" = V Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CHI -Size- TC 0.34 2x 4 SP-#2 BC 0.70 2x 4 SP-#2 WE 0.13 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 26- 0- 0 BC Cont. 0- 0- 0 26- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 RC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 910 831 U 212 R D 832 766 U 212 A it Rog Size Required A 8.0', 1.5" D 8.0., 1.5-' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Meabr CHI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -J 0.33 1450 C 0.18 0.15 J -B 0.30 1199 C 0.15 0.15 B -K 0.27 1252 T 0.16 0.11 K -C 0.27 1252 T 0.16 0.11 C -L 0.31 1200 C 0.15 0.16 Robbins Engineering, Inc./Online Plus" L -D 0.34 1453 C 0.18 0.16 --------Bottom Chords --------- * -F 0.70 1298 T 0.11 0.59 F -S1 0.50 1068 T 0.09 0.41 S1-H 0.20 1068 T 0.10 00.10 H -E 0.50 1069 T 0.09 0.41 E -D 0.70 1301 T 0.11 0.59 ------------- Webs ------------- J -F 0.12 393 T F -B 0.09 300 T B -H 0.13 225 C H -K 0.08 270 T H -C 0.13 224 C E -C 0.09 300 T E -L 0.12 395 T TL Defl -0.22" in E -D L/999 LL De£1 0.17" in E -D L/999 DL Defl-0.12-- at H L/999 Shear // Grain in A -F 0.19 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.1 0.73 D MT20 4.Ox 4.0 Ctr 0.1 0.73 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: PEC2007 TPI 2002 ON Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.0 in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 3.0 psf Max comp. force 1453 Lbs Max tens. force 1406 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 (!!CAUTION!!! READ "ECSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. , t 3 � f ni •."SAY �t�`+7 ail � Robbim Engineering. InclOnlino Plus"'01996-2009 Versian25.0.008 Engineering- Portrait 102720093:29:54PM Pagel Job Mark Quan Type Span R1-H1 Left OH Right OH Engineering 21201 B3G 1 TR 90800 6 0 0 #21201 - GOLDEN - SEVILLE HO 4-3 NO 4-3 TC1 4-10-0 1 4-10-0 4.4 B 6 ✓r. axe 3x8 G H d 2-9-3 \ 3.10 F.-, 7�.V I 3x10 A � C iIX6 3x8 3x6 �y W:800 W:800 R:1607 R: 770 U:1480 U: 710 BC ZI o 0 ALL PLATES ARE MT2020 Scale: 0.582" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.48 2x 4 SP-#2 BC 0.32 2x 8 SP-SS WE 0.44 2x 4 SP-#3 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 9- 8- 0 BC Cont. 0- 0- 0 9- 8- 0 psf-Ld Dead Live TO 7.0 20.0 BC. 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1608 1481 U 91 R C 771 710 U 91 R Jt Brg Size Required A 8.0" 1.9" C 8.0" 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.25 Plt 1.25 plf - Dead Live* From To TC V 14 40 0.0- 9.7' BC V 10 0 0.0. 9.71 BC V 660 1100 2.6' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at! Panel Points and Mid -panel on BC Membr CSI P LbB Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online Plus" A -G 0.48 2968 C 0.39 0.09 G -B 0.26 1387 C 0.19 0.07 B -H 0.24 1393 C 0.19 0.05 H -C 0.23 1427 C 0.19 0.04 --------Bottom Chords --------- * -F 0.32 2656 T 0.15 0.17 F -E 0.32 2656 T 0.15 0.17 E -D 0.11 1277 T 0.07 0.04 D -C 0.11 1277 T 0.07 0.04 ------------- Webs ------------- F -G 0.44 1421 T G -E 0.37 1588 C E -e 0.34 1074 T E -H 0.03 174 C D -H 0.04 147 T TL De£1 -0.06" in F -E L/999 LL Defl -0.03" in F -E L/999 DL De£1 0.00" at L/999 Shear // Grain in F -E 0.15 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - RH3 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.0x10.0 Ctr-0.1 0.86 G MT20 3.Ox 8.0-0.4-0.2 0.74 H MT20 3.Ox 8.0 0.4-0.2 0.74 C M120 3Ox10.0 Ctr-0.1 0.86 F MT20 3..Ox 6.0 Ctr-1.8 0.99 6 MT20 3.Ox 8.0-1.5 Ctr 0.74 D MT20 3.Ox 6.0 Ctr-1.8 0.99 REFER TO ROBBINS ENG. GENERAL. NOTES ANDSYMBOLSSHEET-FOR- ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed zone location: Exterior TO Dead Load 4.2 psf BC Dead Load 3.0 psf Max comp. force 2968 Lbs Max tens. force 2754 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTIONIII READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Robbins Engineering,Inc/Online Plus^ 01998-2009 Version 25.0.008 Engineering- Povait 102720093:29.67 PM Paget Job Mark Quan -Type Span Pl-Hl Left OH Right OH Engineering 21201 $S 1 HHIP 70000 6 1- 4- 0 0 •#21201 - GOLDEN - BEVILLE H0 4-3 SO 2-9-7 Tcl 1-4-0 1 4-10-8 1 2-1-8 1 4x4 2x4 a c a All a 6 2-9-7 2x4 A t r5 f 0 E x4 2x4 jj [II,II W:800 NOR R: 303 R: 287 U: 260 U: 240 BC - 7-0-0 Ell ALL PLATES ARE MT2020 Scale: 0.580" = 1, Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.20 2x 4 SP-#2 BC 0.35 2x 4 SP-#2 WE 0.49 2x 4 SP-#3 Brace truss as follows; O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 psf-Ld Dead Live TO 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 HC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 303 261 U 82 R D 288 240 U 208 R Jt Brg Size Required A 8.0" 1.5" D 3.5" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Cases) Cracked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.20 159 C 0.01 0.19 Robbins Engineering, Inc./Online Plus" B -C 0.19 137 T 0.00 0.19 --------Bottom Chords --------- A -E 0.35 145 T 0.02 0.33 E -D 0.22 109 T 0.01 0.21 ------------- Webs ------------- E -B 0.49 114 T 0.02 0.47 D -C 0.41 138 T 0.00 0.41 TL Defl -0.04" in A -E L/999 LL Defl -0.02" in A -E L/999 DL Defl 0.00" at L/999 Shear // Grain in E -D 0.23 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - RHS 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit paf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tail by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TO Dead Load : 4.2 psf BC Dead Load : 3.0 pef Max comp. force 159 Lbs Max tens. force 145 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY 5265 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-BS SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Robbins Engineering, InclOnline Plus" 01996-2009Vension25.0.008 Engineering - Povalt 102720093:29:58PM Pagel Job Mark Quan Type Span Pl-Hl. Left OH Right OH Engineering 21201 CIH 1 HIPP 170000 6 0 0 #21201 - GOLDEN - SEVILLE NO 4-3 NO 4-3 TCJ 7-0-0 1 3-0-0 1 7-0-0 5x6 4.6 B C 6 T T 3-10-3 1 4x4 4x4 A 171 D f4l ESl 3x4 3x4 W:400 W:400 R:1110 11:1110 U:1443 U:1443 BC 17-0-0 17-0-0 ALL PLATES ARE MT2020 Scale: 0.379" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CHI -Size- ----Lumber---- TC 0.78 2x 4 SP-#2 BC 0.66 2x 4 SP-#2 WB 0.16 2x 4 SP-#3 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 17- 0- 0 BC Cont. 0- 0- 0 17- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1110 1444 U 146 R D 1110 1444 U 146 R it Brg Size Required A 4.0" 1.5" D 4.0" 1.5" LC# 1 Girder Loading Cur FCtra - Lbr 1.25 Pit 1.25 plf - Dead Lives From To TC V 14 40 0.0' 17.0' BC V 10 0 0.0' 17.0' TC V 18 50 7.0' 10.0' UC V 13 0 7.1' 9.9' BC V 168 280 7.1' CL-LB BC V 168 280 9.9' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case (a) Plus 1 DL Load Case(s) Robbins Engineering, Inc./Online Plus' Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSl-Bnd ----------Top Chords ---------- * -B 0.77 2404,T 0.34 0.43 e -C 0.48 2279 T 0.32 0.16 C -D 0.78 2402 T 0.34 0.44 --------Bottom Chords --------- A -F 0.66 2021 C 0.15 0.51 F -E 0.49 2003 C 0.13 0.36 E -S1 0.51 2017 C 0.15 0.36 S1-D 0.65 2017 C 0.15 0.50 F -B 0.16 631 C B -E 0.06 182 T E -C 0.16 618 C TL Defl-0.17-- in E -D L/999 LL Defl -0.10" in E -D L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in A -B 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.1 0.98 B MT20 5.Ox 6.0-0.5 Ctr 0.88 D MT20 4.Ox 4.0 Ctr 0.1 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 17- 0- 0 Max comp, force 2021 Lbs Max tens. force 2404 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTIONIII READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering,Inc./Online Plus- 0 1996-2009 Version 25.0.008 Engineenng- Powell 102720093.29:59PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21201 ('2 2 TR 170000 6 0 0 #21201 - GOLDEN - BEVILLE SO 4-3 NO 4-3 TC1 8-6-0 1 8-6-0 I 4x4 B 6� 2x4 2x4 E F 4-7-3 3x4 3x4 A C A D 5x6 ®I SPL W:400 W:400 R: 543 R: 544 U: 919 U: 919 BC 17-0-0- ®-17-0-0 ALL PLATES ARE MT2020 Scale: 0.380" = V Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.62 2x 4 SP-#2 WB 0.26 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 0- 0 HC Cont. 0- 0- 0 17- 0- 0 ps£-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 544 920 U 177 R C 544 920 U 177 R it Brg Size Required A 4.0" 1.5" C 4.0" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Qlacked for NonConcurrent 200 Lbe Moving Point Load applied at Panel Points and Mid -panel on HC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.38 1416 T 0.18 0.20 E -B 0.35 1175 T 0.15 0.20 Robbins Engineering, Inc./Online Plus' e -F 0.35 1175 T 0.15 0.20 F -C 0.38 1416 T 0.18 0.20 --------Bottom Chords --------- * -D 0.62 1201 C 0.07 0.55 D -C 0.62 1201 C 0.07 0.55 ------------- Webs ------------- E -D 0.11 443 T D -B 0.26 808 C D -F 0.11 443 T TL Defl -0.12" in A -D L/999 LL Defl 0.11" in D -C L/999 DL Defl -0.12" at D L/999 Shear // Grain in A -E 0.19 Plates for each ply each face. Plate - M720 20 Ga, Gross Area Plate - RH3 20 Ga, Gross Area Plate - MISS 18 Ga, Gross Area Jt Type Plt Size X Y JSI D MT20 5.Ox 6.0 Ctr-0.5 0.52 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FEC2007 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for SO psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category:: C Occupancy Factor' : 1.00 Building Type: Enclosed Zone location: Exterior TO Dead Load 4.2 pe£ BC Dead Load 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0--0, 17- 0- 0 Max comp. force " 1201 Lbe Max tens. force 1416 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 IIICAUTION!l! READ "SCSI-B1 SUMMARY .SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE... 3-BEARING BLOCK. Robbins Engineering,Inc./Online Plus- 0 1996-2009Vemion 25.0.0011 Engineering -Pomi! 102720093:30:00PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21201 1 V4 1 VL.SB 40000 6 0 0 #21201 - GOLDEN - BEVILLE TO 2-0-0 1 2-0-0 6 4x4 T 1-0-0 2x4 a�C"' "+1(f 2x4 1AWMAINIA AMIA `I B ALL PLATES ARE MT2020 Scale: 0.888" = V Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.02 2s: 4 SP-#2 BC 0.01 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 psf-Ld Dead Live TC 7.0 20.0 HC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 354 326 U 51 R Jt Brg Size Required A 48.0" 011-to- 48" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.02 100 T 0.01 0.01 i3 -C 0.02 100 T 0.01 0.01 --------Bottom Chords --------- A -C 0.01 1 T 0.00 0.01 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.04 Robbins Engineering, Inc./Online Plus" Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI B MT20 4.Ox 4.0 Ctr-1.0 0.33 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TO Dead Load 4.2 psf BC Dead Load 3.0 psf Max comp. force 91 Lbs Max tens. force 100 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. I` a Robbins Engineenng,Inc./Online Plus^ 019W2009 Version 25.0.008 Engineenng -PoWit 102720093:30:00 PM Pagel Job Mark Quan Type Span Pl-Hl Left OH Right OH I Engineering 21201 V8 I` 1 VL. SB 80000 6 0 0 201 - GOLDEN - BEVILLE TCI 4-0-0 1 4-0-0 1 4x4 6 T 2-0-0 T2x4 r 2x4 D •2x4 BC - _ _ Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-N2 BC 0.20 2x 4 SP-H2 GW 0.03 2x 4 SP-R3 Brace truss as follows: D.C. From To TO Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 psf-Ld Dead Live TO 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1,15 FC=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 660 613 U 131 R Jt Erg Size Required A 96,0" 0"-to- 96.. Plus 6 Wind Load Case(s) Plus 1 U13C LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Mpmbr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.10 69 T 0.00 0.10 B -C 0.10 69 T 0.00 0.10 --------Bottom Chords--------- ALL PLATES ARE MT2020 See Joint D For Typical Gable Plate Size and Placement RobbinsEngineering, Inc./Online Plus" A -D 0.20 2 C 0.00 0.20 D -C 0.20 2 C 0.00 0.20 ----------Gable Webs---------- D-B 0.03 149 T TL Defl -0.01" in D -C L/999 LL Defl-0.0111 in D -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.17 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Flit Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES; Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.2 psf BC Dead Load 3.0 psf Max comp. force 131 Lbs Max tens. force 149 Lbe Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is Scale: 0.719" = 1' used to calculataTtotal load deflection. FABRICATOR NOTES:: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.EAEB5251 6_19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 11 ICAUTION! 1 1'READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. w r' Robbins Engineetlng, IncJOnllne Plus= 01996-2009 VBmion 25.0.008 Engineetlng-Ponmil 10127120093:30:01 PM Page 1 Job Mark Quan Type Span PI -HI Left OH Right OH Engineering 21201 VM2 3 VLNA. SB 20000 6 0 0 #21201 --GOLDEN - BEVILLE NO 1-0-0 TCJ 2-0-0 6 T 1-0-0 T 2x4 7M 2-0-0 EJ ALL PLATES ARE MT2020 Scale: 0.859" = 1, Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.05 2x 4 SP-W2 BC 0.00 2x 4 SP-N2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 233 81 U 51 R Jt Erg Size Required A 24.0" 0"-to- 24" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied ^at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.05 11 C 0.00 0.05 --------Bottom Chords --------- A -C 0.00 0 T Robbins Engineering, Inc./Online Plus' TL De£1 0.00" in C -C L/999 LL Defl 0.00" in C -C L/999 DL Defl 0.00" at L/999 Shear // Grain in C -B 0.07 Plates for each ply each face. Plate - MT20 20 Ga. Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area it Type Plt Size K Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.2 psf BC Dead Load 3.0 pef Max comp. force 11 Lbs Max tens. force 0 Lbs Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.NEB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. I!ICAUTIONIII READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. • ��Y I,,1, r.9 `• tr Robbins EnglneeAng. InOOnline Plus- 01996-2009 Vemlon 25.0.008 Engineenng - Ponmil 102720093:30.01 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21201 VM4 2 VLM. SB 40000 6 0 0 #21201 - GOLDEN - BEVILLE BO 2-0-0 TCI 4-0-0 I 2x4 6 2-0-0 2x4 YR` C x4 eC B . 0 ALL PLATES ARE MT2020 Scale: 0.757" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP-02 BC 0.21 2x 4 SP-#2 WB 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Ps£-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 442 281 U 243 R Jt Erg Size Required A 48.0" 0"-to- 48" Plus 5 Wind Load Cases) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-End ----------Top Chords ---------- A -S 0.12 68 C 0.00 0.12 --------Bottom Chords --------- A -C 0.21 3 C 0.00 0.21 Robbins Engineering, Inc./Online Plus' ------------- Webs _------_--_-- C -B 0.03 106 T WindLd TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.20 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - REIS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TO Dead Load 4.2 psf BC Dead Load 3.0 psf Max comp. force 84 Lbs Max tens. force 106 Lbs Fabrication Tolerance = 209, This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY"' 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !IICAUTIONI!l READ "BCSI-Bl+ SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. s 4. ' w ( / i s Robbins Engineering,Inc/Online Plus- C1996-2009 Version 25.0.008 Engineering- Poma8102720093:30:02PM Pagel Job Mark I Quan Type Span P1-H1 Left OH Right OH. Engrrreering ( 21201 CJl 10 ENDJO 10000 6 1- 4- 0 0 4719n! _ r_nTnsu _ macsTrry T 10-3 T Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.03 2x 4 SP-#2 BC 0.03 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 159 127 U 34 R B 42 27 U C 203 1 U 23 R Jt erg Size Required A 3.5" 1.5" B 1.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurzent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- HO 4-3 SO 10-3 TCJ 1-4-0 1 1-0-0 6 C 2-16d toenails 2-16d toenails 7 W: 800 R: 158 U: 127 BC - - 1-0-0 ALL PLATES ARE MT2020 Robbins Engineering, Inc./Online Plus- A -B 0.03 17 T 0.00 0.03 --------Bottom Chords --------- A -C 0.03 22 T 0.00 0.03 DL De£1 0.00" at L/999 Shear // Grain in A -C 0.06 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Plate MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-naile, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 OR Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 1 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Scale: 0.722" = Wind Speed: 140<mph Mean Roof Height: 15-0++1.`- Exposure Category: C' Occupancy Factor : 1.00a" Building Type: Enclosed' Zone location: Exterior TO Dead Load 4.2 psf BC Dead Load 3.0 pef Max comp. force 13.Lbs Max tens, force 22 Lbs Fabrication Tolerance = 20C-. This truss is designed form creep factor of 1.5 whichcis used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EH5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !IICAUTION!!! READ '-BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc./Online Plus- 01996.2009 Version 25.0.006 Englneenng - Ponmit 10272009 3:30:02 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21201 -CJ3 10 ENDJO 30000 6 1- 4- 0 0 #21201 - GOLDEN - BEVILLE HO 4-3 80 1-10-3 TC1 1-4-0 1 3-0-0 1 6�T 2-16d toenails 1-10-3 1 2x4 A rrv� 2-16d toenails W:800 R: 178 U: 198 BC 3-0-0 ALL PLATES ARE MT2020 Scale: 0.754" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 HC 0.21 2x 4 SP-N2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- Robbins Engineering, Inc./Online Plus' A -B 0.09 56 C 0.00 0.09 --------Bottom Chords --------- A -C 0.21 0 T 0.00 0.21 TL Defl -0.01" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - 14TBH 18 Ga, Gross Area it Type Pit Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction A 17B 198 U 109 R NOTES: C 215 75 U Trusses Manufactured by: B 69 115 U 73 R East Coast Lumber Analysis Conforms To: it Brg Size Required FBC2007 A 8.0" 1.5" TPI 2002 C 3.5" 1.5" OR Loading B 1.5" 1.5" Soffit psf 2.0 This truss has been designed Plus 5 Wind Load Case(s) for 20.0 psf LL on the H.C. Plus 1 UBC LL Load Case(s) in areas where a rectangle Plus 1 DL Load Case(s) 3- 6- 0 tall by 2- 0- 0 wide Checked for NonConcurrent 200 will fit between the B.C. Lbs Moving Point Load applied and any other member. at Panel Points and Mid -panel Design checked for 10 psf non - on BC concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Membr CSI P Lbs Axl-CSI-Bnd Trues, is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. Robbins Engineenng, 1=10nline Plus- 01996.2009 Version 25.0.00E Engineenng - Pennon 102712009 3:30:03 PM Page 1 Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 3- 0- 0 Max comp. force 56 Lbs Max tens. force 47 Lbe Fabrication Tolerance = 2096 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E,REB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET- BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLACK. Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering 21201 -cis 10 ENDJO 50000 6 1- 4- 0 0 #21201 - GOLDEN - BEVILLE SO 4-3 HO 2-10-3 TC1 1-4-0 1 5-0-0 S 2-16d toenails 6 2-10-3 2x4 A 2-16d toenails W:800 R: 240 U: 286 s 5-0-0 ALL PLATES ARE M72020 Scale: 0.595" = V Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CHI -Size- ----Lumber---- TC 0.28 2x 4 SP-#2 SC 0.40 2x 4 SP-H2 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 psf-Ld Dead Live TC 7.0 20.0 HC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" yumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1,15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 240 287 U 182 R C 226 125 U B 118 193 U 123 R it Brg Size Required A 8.0" 1.5" C 3.5" 1.5-- B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Los Moving Point Load applied ,Rt Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- Robbins Engineering, Inc./Online Plus" A -B 0.28 95 C 0.00 0.28 --------Bottom Chords --------- A -C 0.40 0 T 0.00 0.40 TL Defl -0.03" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.18 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Pit Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2007 TPI 2002 ON Loading Soffit pef 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on SO. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TO Dead Load 4.2 psf BC Dead Load 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 5- 0- 0 Max comp. force 95 Lbs Max tens. force 78 Lbs Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3_ SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TERACE. 3-BEARING BLOCK. Robbins Engineering.Ina/ONine Plus"'01996-2009Vmsion25.0.003Engineenng-Po=il 1027R0093:30:04PM Pagel Job 21201 Mark ,••Ei J7 Quan 17 Type Span Pl-HI ENDJO 70000 6 Left OH 1- 4- 0 Right OR 0 I Engineering ##21201 - GOLDEN - BEVILLE RD 4-3 SO 3-10-3 TCI 1-4-0 I 7-0-0 1 B 3-I6d toenails T 6, -3 2x4 A 2-I6d toenails C W:800 R: 303 U: 376 BC iL 7-0-0 ALL PLATES ARE MT2020 Scale: 0.488" = 1' Online Plus -- Version 25.0.008 RUN DATE: 27-OCT-09 CSI -Size- ----Lumber---- TC 0.56 21c 4 SP-#2 BC 0.62 2x 4 SP-#2 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 304 376 U 256 R C 237 175 U B 166 271 U 173 R Jt Brg Size Required A 8.0" 1.5-- C 3.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied ,at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- Robbins Engineering, Inc./Online Plus' A -B 0.58 133 C 0.00 0.58 --------Bottom Chords --------- A -C 0.62 0 T 0.00 0.62 TL Defl -0.14" in A -C L/525 LL Defl -0.07" in A -C L/982 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.24 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Pit Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBc2007 TPI 2002 ON Loading Soffit pef 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TO Dead Load 4.2 psf BC Dead Load 3.0 psf User -defined wind -exposed EC regions --From-----To--- 0- 0- 0 7- 0- 0 Max comp. force 133 Lice Max tens, force 109 Lbs Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !IICAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineeing, Inc./Online Plus" 01996-2009 Vemion 25.0.008 Engineering - Ponmit 102720093:30:04 PM Pagel Job Mark guan Type Span PI -Hi Left OH Right OH Engineering 2I201 -HJ7 5 MONO 91013 4.243 1-10-10 0 #21201 - GOLDEN - BEVILLE HO 3-15 HO 3-9-15 TC� 1_10_10 1 9-10-13 1 2.4 B 3-16d toenails T 4.243 2.4 D 15 3x3 A CDo not nail 3x3 W:1105 R: 330 U: 511 HC9-10-13 9-10-13 ALL PLATES ARE MT2020 Scale: 0.458" = l' Online Plus -- Version 25.0.00B RUN DATE: 27-OCT-09 CHI -Size- ----Lumber---- TC 0.53 2x 4 SP-#2 BC 0.83 2x 4 SP-#2 WB 0.23 2x 4 SP-#3 Brace truss as follows: O.C. From To 'TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 330 512 U 103 R C 317 447 U B 222 259 U 304 R Jt Erg Size Required A 11.3" 1.5" C 1.5" 1.5" B 1.5" 1.5" Robbins Engineering, Inc./Online Plus' at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.53 592 T 0.08 0.45 D -B 0.45 182 T 0.00 0.45 --------Bottom Chords --------- A -C 0.83 664 C 0.04 0.79 D -C 0.23 811 T C -B 0.08 0 T WindLd TL Defl -0.36" in A-C L/291 LL Defl -0.24" in A -C L/437 DL Defl 0.00" at L/999 Shear // Grain in D -B 0.28 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTBH 18 Ga, Grose Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: LC# 1 Girder Loading Trusses Manufactured by: Dur Petra - Lbr 1.25 Plt 1.25 East Coast Lumber plf - Dead -Live* From To Analysis Conforms To: TC V 14 40 0.0' 9.9' FBC2007 BC V 10 0 0.0' 9.9' TPI 2002 TC V -14 -40 0.0' Girder King Jack •BC 16 45 9.9' Loading TC and BC V -10 0 0.0' Setback 7- 0- 0 11 0 9.9' ON Loading Soffit psf 2.0 Plus 5 Wind Load Case(s) Design checked for 10 psf non - Plus 1 DEC LL Load Case(s) concurrent LL on BC. Plus 1 DL Load Case(s) Use properly rated hangers for loads framing into girder Checked for NonConcurrent 200 truss. Lbs Moving Point Load applied Wind Loads - ANSI / ASCE 7-05 Robbins Engineering,Inc/Online Plus"' 0 1996-20D9 Version25.0.008 Engineering - PoNait 1027QOW3:30:05PM Pagel Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.2 psf BC Dead Load 3.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 9-10-13 Max comp. force 664 Lbs Max tens. force 811 Lbs Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST LUMBER 8 SUPPLY 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4 1 m 9 v rb - Q) o 0 t To O ~91 ' � C� O ,w Design arame rs Building esign per FBC 2007 and 2009 Supplement: 1 ) Design windspeed = 140 MPH 2 ) Importance Factor, I =1.0 3 ) Exposure C; Category II 4 ) Internal Pressure Coefficient = +/- 0.18 Project Progressive Engineering Services, LLC 745 S Easy St, Sebastian FI, 32958 Phone 772-713-8499, Fax 772-388-0428 Dial Construction Services, Inc � Certificate of Authorization No 26184 4804 Paleo Pines Cir 10 PES Job #09-023 Ft Pierce, FI 34951 0D