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December 20, 1,999 K O L T E R Mr. Charlie Cangianelli, Public Works Mgr. St. Lucie County Dept. of Public Works 2300 Virginia Avenue Fort Pierce, FL 34982 Re: PGA Village Castle Pines, Unit #52, 9327 World Cup Way Unit #53, 9329 World Cup Way Unit #54, 9331 World Cup Way Unit #55, 9333 World Cup Way Dear Mr. Cangianelli: Pu3uc ST. =IF Q SCANNED BY St. Lucie County q 9D 5 Dvqs-� With regard to the above -referenced project, these units have passed their final building inspection and are awaiting re -testing of the parcel water system in order to receive a Certificate of Occupancy. We would like to inform you of the intention to store furniture packages in these units prior to both their closings (scheduled for the last week of December) and the re- testing results. The re -tests -on the water system should be complete by Monday, December 20, and the results should be available by Tuesday afternoon, December 21. The furniture packages will begin arriving Iate.Tuesday, December 21. We shall officially waive St. Lucie County of any liability.or responsibility concerning these units and/or contents stored inside them. Should you have any questions, please feel free to contact me. Robert J. Vail Director of Construction & Development otPQ,Yj�PGB' LORI L. BAKER 69 Wi �' CoXPIRE d ,�y�y�'�.R'. NOVA 21, 200 EXPIRES M21, 2W2 BONDEOFfl� OVANTAD ENOTARY Sworn and acknowledged before me this 20th day Dee ber, 1999. KOLTER HOMES, INC. 2160 NW Reserve Park Trace Port St. Lucie, FL 34986 Phone (561) 468-4703 Fax(561) 468-4603 JAN 0 3 2000 St. Lucie County Pudic Works :tic-23-99 16:06 3 F rum-LAWSON, NOBLE & NEBB, INC 5818841812 T-1178 P.02/06 F-318 c Bnwenfnenwt Jefwa of SwtA rF OMU. gne. P.O. Box 10003 • Riviera Beach, Florida 33419 6(561) 543-71905 LABORATORY ANALYSIS WATER / WASTEWATER / BOIL / FOOD Johnson Davis, Inc. BACTERIOLOGICAL ANALYSIS System Name: Reserve Utilities Address: Indian River County, Florida LAB R EMM PMRS LAB VM1V CONSULTING INOIISTRIAL / AGRICULTURAL / DOMESTIC Sample site: Reserve, Pad 20 A, Commerce Center Drive, Ft. Pierce, Florida Date and Time of Collection: 12/20/99, 1930 E.S.S.F. Collector: R. Anderson Type of Supply: Community Water System Type of sample: Main Clearance Date and Time of sample Arrival in Lab: 12/21/99, 1-^35 Date and Time of Sample Analysis: 12/21/99, 1505 1 is Method: MTF MHO -MUG PA Remarks: Sample �VJ Free Sample Semple 1%s.Cl Collform MF/100 ml Non Contiou No. Point. fmg/lI To'taf� EccaS Colifom Total 1. 3.1 A None Detected 3. 3.0 A None Detected 4. 2.6 A None Detected 5. 2.8 A None Detected F - Coliform, are prevent C - Confluent growth MLehael A. Fiedor A - Colifurmw ere element TNTC - Too numero4E to count Director '99 12/23 16:07 TX/RX NO.7169 P.002 �- 8 T. C2300 Virginia Avenue T Ft. Pierce, Florida 34992 Growth Management Division (561) 462-1553 PERMIT Page iof 1 Issued: 07/16/99 Permit #: 99050045 Cont #:681 TYPe: MULTI -FAMILY RESIDENTIAL Job Location: 9327-9333 WORLD CUP WAY / PORT ST LUCIE Lot: 52-55 Blk: Subdiv: Parcel: 3327-000-0000-000/3 PROP. NAME:POD 20AElUD II AT THE REST Map. 275E Owner: RESERVE HOMES LTD, Flood: X Project: : Job Description- * CONSTRUCT MULTI -FAMILY BUILDING 4 UNIT BLDG 52-55 2 1STORY 2 2STORY l Date: 05/04/99 Appl Name: ROBERT JOSEPH VAIL Appl Type: CONTRACTOR Work w/o Permit Fee: N Contact Phone: (561) 468-4703 Inspector Area: Cert Nbr: 17686 Contractor Name: VAIL, ROBERT JOSEPH Business Name: KOLTER SIGNATURE HOMES INC Business Addr: 2160 NW RESERVE PARK TRACE CSZ: PORT ST LUCIE, FL 34906 Setbacks Left: Right: Square Footage: 7,964 Number of Units: 4 Minimum Floor Elevation: Add'1 Information:' Item' Description VN98 VALUATION - NEW'CONTRUC RADON DBPR RADON FUND TRUST INSPECTOR TRUST FUND BIMS BUILDING INFORMATION MA Permit Fee: $1,499.95 Plan Rev Fee: $200.00 Front: Rear: Zoning: PUD Job Value: $334,488.00 Floors: 2 Buildings: 4 Quantity Cost 1 $1,499.95 7964 $39.82 7964 $39.82 1 $2.00 Addit'l Fee $81.64 Total: $1,781.59 tsato vomits mnt be obtsinad As m¢uired by the Standard pemit bolder admedledgss tbraugh aeesptapce aS this vomit that nap 9oildipg Code. including tboae Tor all alaattio, plasbiuV, pacbeni asl, soeTiap, and atrtntusal rack. Fosther be/she aekaorledgsa reapesaibility to 4 caV1Y with all toWdrsnanes of the Standard SuildlM Code. '*nm applicable to orty that Notice: yn addition to tbA reVeirassoCa to shin pewit, fbomddit may na be mittsadditionalW Ls= other Voverrmantal enitities acah so nay be Lound in the moorda oS this cooaty, and there MY be additional Vomits span rater aessganeat districts, state agsadisa, or Soderal a9epois2. 09583.73"a"'g- WARNING TO OWNER: yogi F==x TO nuom A YMCK or oanowcuum Nay pFSmd In Yom FAyno .27Rca FOS fa7 =n= mnOVmaNSg TO van, VRaVMz T. IF ym n"M To OKa.'= FIm=nw. COMMT N1Tn you }.IIO:rh OIL AN AT70m= Ozroxz ascoaD N yoga x=Cx m ..xa.als, F.M. Date L Date For Automated Questions, Call, Call (561) 2-1261 (561) 462-2172 December 21, 1999 KOLTER Mr. Charlie Cangianelli, Public Works Mgr. St. Lucie County Dept. of Public Works 2300 Virginia Avenue Fort Pierce, FL 34982 Re: PGA Village Castle Pines, Building #52 Building #56 Dear Mr. Cangianelli: As per our discussion of this date and the above -referenced project, following please find the information for the Certificate(s) of Occupancy: Unit #52 9327 World Cup Way Permit #99050045 Unit #53 9329 World Cup Way Unit #54 9331 World Cup Way Unit #55 9333 World Cup Way a Unit #56 9335 World Cup Way Permit #99050050 Unit *57 9327 World Cup Way Unit #58 9339 World Cup Way Unit #59 9341 World Cup Way u u Should you have any questions, please feel free to contact me. Sincerely, RobertJ. Vail Director of Construction & Development KOLTER HOMES, INC 2160 NW Reserve Park Trace Port St Lude, FL 34956 Phone (561) 468.4703 Fm (561) 4684603 K 0 L T E& FACSIMILE TRANSMISI.ON TO: VIA FAX # COMPANY: FROM: TOTAL NO. OF PAGES INCLUDING COVER: _DATE: i2i itliiiMlpli}Nf iMiiiHF}Fii}}}/tliHitlpipM}i}iiptltliMiiil//M}iitliiiiHpiYi}iliii Kolter Signature Homes, Inc. 2160 NW Reserve Park Trace Port St. Lucie, FL 34986 Phan: .g0.4�03 LK'W • • • .iM Lawson, Noble & Webb, Inc. ENGINEERS • PLANNERS • SURVEYORS December 22, 1999 St. Lucie County Engineering Division 2300 Virginia Avenue Ft. Pierce, Florida 34982-5652 Attn: Mr. Charles A. Cangianelli, Code Compliance Manager Re: POD 20A AT THE RESERVE LN & W Project No. B273 Dear Charlie: We have been in contact with Environmental Services of South Florida, Inc. relative to the bacteriological tests for the watermains of the above referenced project. They have confirmed to us that the sample points taken for this project. indicates that the watermains have been adequately cleared and are acceptable for public consumption. It is our understanding that Environmental Services of South Florida, Inc. will be issuing a formal report of the sample points indicating the same tomorrow. If you have any questions, do not hesitate to contact our office. Thank you for your time and consideration. Since ely, ertA. cSorley. E. Director of Engineering RAM/srb cc: Bob Vail \\PSL FSIMAIN\Data1200-299\b273\DOCS\B273 CANGIANELLI WATER LTR 12-21-99.doc LawsoN, NOBLE & WEBB, INC. • 590 NW Peacock Boulevard, Suite 9 • Port St. Lucie, FL 34986 PH. (561) 878-1700 • FAX (561) 878-1802 • Inw-psl@lnw-inc.com • http://www.Inw-inc.com West Palm Beach • Port St. Lucie !tr! ® 0 9 © ® e e ® ® • ®Gem Lawson, Noble & Webb, Inc. ENGINEERS - PLANNERS - SURVEYORS December 21, 1999 Department of Environmental Protection P.O. Box 15425 West Palm Beach, Florida 33416 Attn: Wastewater Facilities Administer Re: POD 20A at the Reserve DEP Permit No. 0041201-009-DWC L.N. & W. Project No. B273 To Whom It May Concern: Please find enclosed our Certification of Completion Construction for the above referenced project. Included in this package are one (1) copy each of the following: DEP Certification Form, blueprints with the indicated limits of completion, full forcemain pressure test results and lift station startup report. Note that the request is a full wastewater release as shown on the enclosed drawings. If you have any questions relative to this Certification of Completion/Request for Full Release, do not hesitate to contact our office. Thank you for your time and consideration. Director of Engineering RAM/srb cc: lAData\200.299\b273\D0CS\B273 DEP WW LTR 12-21-99.doc LewsaN, NOBLE & WERE, INc. - 590 NW Peacock Boulevard, Suite 9 - Port St. Lucie, FL 34986 'PH. (561) 878-1700 - FAX (561) 878-1802 - Inw-psl@lnw-inc.com West Palm Beach - Port St. Lucie. - Plantation ��aonnan " Florida Department of Environmental Protection Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399-2400 DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEMS CERTIFICATION OF COMPLETION OF CONSTRUCTION INSTRUCTIONS: This form is to be completed and submitted to the Department, prior to placing the system into operation. A collection/transmission system should not be placed into operation without prior Department approval. All information is to be typed or printed in ink and all blanks must be filled. Construction Permit No: 0041201-009-DWC Dated 04/06/99 Name of Project: POD 20A at the Reserve Name of Owner: Reserve Name of design engineer and Florida registration number (if different from engineer signing certification): Date(s) connection to existing system or treatment plant: Treatment plant serving project Name: Reserve Community Development District County: St. Lucie City: Port St. Lucie DEP Identification Number (also known as WAFR or GMS Identification Number): On File Substantial deviations from the approved plans and specifications (attach additional sheets if required): No substantial deviations. Deviations noted on plans. DEP Form 62-604.300(7)(b) Page 1 of 3 Effective lung 1, 1992 NWhuettDhn el Nettle.. Disaln Cmlml Disvicl S.uffiu tEnwo South Dia . S.t, Distal. 160 G.enul C.. 7825 Ba3mmd We,, Suite B-I00 1319 Mguim Blvd. Suite M2 3804 Ceronut Palm Drive 2295 Victetie Av., Suite 30 498 N. Cusg As; P.O. Box 154VI P.', Flmift 32501-5794 leh»u U, FlotWa 3225 7590 OdwBo, FlmNa 32803.3767 Tw,a,Flotida33619-8318 Fort M3eM Flun&33%1 3VSPalm Beach Flonda33416 914-... 31 W 4843W 4W494-7555 813.7"AIM 913-3324WS %1L81.6E00 A. Operation and Maintenance Authority of this Collection/Trausmission System I agree to operate and maintain the facilities in accordance with the provisions of Chapter 403, Florida Statutes (F.S.), and applicable Department rules. I attest that an appropriate operation and maintenance manual and record drawings for the system are available and4ocated at: Signed: Name: Robert Company Name: Reserve Community Development District Address: 10300 NW I Ith Manor Date: -g-/%-99 Title: District Supervisor City: Coral Springs Zip: 33071-0000 Telephone No: 9547530380.00 B. Professional Engineer Registered in Florida (where required by Chapter 471, F.S.) as to Wastewater Facility I certify that the project has been completed substantially in accordance with the approved plans and specifications, or the deviations will not prevent the system from functioning in compliance with the requirement of Chapter 62-604, Florida Administrative Code, when properly operated and maintained. These determinations have been based upon on -site observation of construction, scheduled and conducted by me or by a project representative under my direct supervision, for the purpose of determining if the work proceeded in compliance with plans and specifications and application materials. I further certify that record drawings for the facilities have been reviewed by me or by an individual(s) under my direction supervision, for completeness and adequacy, and have been proved to the permittee. If further certify that the record drawings identify those substantial deviations noted above. (Affix Seal) Robert A. McSorley, P.E. N 53783 Name (please tvpe) Florida Registration No. Lawson, Noble and Webb, Inc. Company Name 590 NW Peacock Blvd., Suite 9 Companv Address Citv Telephone No. 5618781700.00 34986-0000 Zip DEP Form 62-604.300(7)(b) Effective June 1, 1992 Page 2 of 3 C. Professional Engineer Registered in Florida (where required by Chapter 471, F.S.) as to Operation and Maintenance Manual This is to certify that the operation and maintenance manual for these wastewater facilities has been prepared or examined by me, or by an individual(s) under my direct supervision, and that there is reasonable assurance, in my professional judgment, that the facilities, when properly maintained and operated in accordance with this manual, will function as intended. Robert A. McSorley, P.E. N 53783 Name (please type) Florida Registration No. Lawson, Noble & Webb, Inc. 6PTignature-of NW.aCr Company Name 1Zfr. 1�4� - 590 N.W. Peacock Boulevard, Suite 9 Date Company Address Port St. Lucie, Florida 34986-0000 (Affix Seal) City Zip Telephone No. (561) 878-1700 D. Operation and Maintenance Authority of the Treatment Facility Approving Connections I certify that connection(s) to the wastewater treatment facility which we operate and maintain have been completed to our satisfaction. Signed: 1 Date:—�7—g Name: Robert J.`14H Title: District Supervisor Company Name: Reserve Community Development District Address: 10300 NW I Ith Manor City: Coral Springs Zip: 33071-0000 Telephone No: 9547530380.00 DEP Form 62-604.300(7)(b) Page 3 of 3 Effmfive June 1, 1992 3907 Hwy. 98 S. P.O. Box 3529 Lakeland, FL 33802 —Phone (813) 665-8500 Fax (813) 666-3858 Project Pumps Single Phase: Amperage No Load Three Phase: Amperage .. No Load BARNEY'S PUMPS, INC. 560d-Powerline_Rd_Stjq_e 409 Ft-6a6derdale; F�33809 Phone-pual I "04fi1 2 6 C � � Fax-(305}-77-1-8440.-- Date Second Starttup Service Call Contact LG- Phone l� 2 i�A2v'V�-L of # 1 Model $ 1 - HP o S/N ' S Elect 2 3 a /�_/ # 2 Model L UT00 l HP / el S/N Elect a 3 o /�_/ /� S # 3 Model HP S/N Elect # 4 Model HP S/N Elect #5Model HP S/N Elect___/ Voltage No Load FL Name Plate SFA # 1 Start Run FLA Run # 2 Start Run # 3 Start Run # 4 Start Run # 5 Start Run Voltage No Load FLAN 2- BNB #1 #2 h FLA Run FLA Run FRun CN IFA c, 0 4Pi FA 1 #1 (1C' c9-4-7 #2 #3 #4 #4 #5 MEG Ohms #1 toil #2 Heaters #1 Start Run 3 Phase #2 Start Run 3. Phase #3 Start Run 3 Phase #4 Start Run 3 Phase #5 Start Run 3 Phase Control Panel: Unitron 4� Other Control Voltage _ 24 `L O' 48 120 Alarm light X Gen. Recpt Float Operation: Auto Function Setting Off Bottom Manual Test 1 1 1 1 2 2 2 2 `'� 3 3 3 3 4 4 4 4 5 5 5 5 Hour Meters 1 2--�— 3 4 5 Wet Well: Liquid in Station 6 P - Debris in Station 11q Discharge Elbow Level vc Guide Rail Level Cables / Chains Installed 91 Pipind Complete U Trash Basket I IS 101 Other C9S.-asSpec . GPM S 6 TDH , r(45 Station Dia. (n ' Depth COS at Startup GPM TDH Draw Down Ft. Width Pump Operation Pressure #1 Af_L 071 # Shut Off Pressure #1 General Comments» d I 19 -� &_ all, Time/Sec. Results GPM #4 #5 #4 #5 6 G V - 0,\L) Owners Manual Received By 1 . - 3F tN of Station Accepted By: J C1wucof DATE: PROJECT NO: 13 - 2_1�, PROJECT NAME: INSPECTOR: TIME START OF TEST: IL42 PRESSURE START: PSI TIME END OF TEST: t : PRESSURE END,. PSI DURATION OF TEST:_2 4 �, AVERAGE PRESSURE: LTPSI QUANTITY OF WATER USED TO RETURN TO ORIGINAL PRESSURE INCLUDING ALL WATER USED TO MAINTAIN PRESSURE OR INTERMEDIATE PUMPING. MEASURED LEAKAGE GAL I OZ. SD / P OR LATEST AWWA C600 - STANDARD 133,200 D = DIAMETER OF LINES IN INCHES' S = LENGTH OF LINES IN FEET S /yea P = TEST PRESSURE P L = ALLOWABLE LEAKAGE'PIPE GAL/HR. L TOTAL 1-HOUR GAL/ -OZ 6�; 7 TOTAL 2-HOURS GAL/ OZ 1131, TOTAL LEAKAGE ALLOWED-!�4-eY . GALLONS /OZ- THE ABOVE TEST QrDOES 11 DOES NOT MEET THE REQUIREMENTS REMARKS: WITNESSED BY: WITNESSED BY: UTILITIES ENGINEER WITNESSED BY:: WITNESSED BY' CONTRACTOR TOR INSPECTOR LPREM=FAW Tunier & Smit Architects Planners, INC. HOv to tAc� TO'. ST. LuCdf� COOMTi (?;ULUPIG . PI TT. QE: K- LTj-=R [}DMr-s • PGA �llt-1 Pr0 TOW M L-t0 MES �1ll�D'G : Sv- � 99asoo�-s X--AR lNsPFzTOP-' TRF EI,ECT(LLCA L, Pz µiE.L `J''Gt} wuua FOR- IMP' A•[ C u K LT Ob�A L L. A 50MOa P -1• 5 V-W f ir--A 1 15 (V-LP 1)U LTEl A t� Co W l IF 'YOO M�-tf-t4(\t�( G� tL�s i� e �� PLWE CALL, a R•hutNM Tuprv--t2 Avegaw H ,441 2295 Corporate Blvd. N.W. - Boca Raton, FL 33431 Phone: 561-997-7286 - Fax: 561-997-5721 tsarch@bellsouth.net REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: Wli q9 PERMIT NUMBER: 'Nos-c�0¢5 C&g PROPERTY ADDRESS: St. Lucie County Comm. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Ph. (561) 462- 2165 n Fax (561) 462-1735 ow 0 1 NOV 18 1999 St Lucie County Public Works 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 PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this 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. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be incurred due to the disconnection of electrical power in the event of violation of this agreement. .. „_ -4 %4 DESCRIPTION: PROPOSED LOTS 52 THRU 55 A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00011'14" WEST ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 2141.66 FEET; THENCE SOUTH 89048'46" WEST DEPARTING SAID EAST LINE, A DISTANCE OF 1631.63 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 77057'30" WEST, A DISTANCE OF 66.93 FEET; THENCE NORTH 12002'30" WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 77057'30" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 12002'30" EAST, A DISTANCE OF 116.00 FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION 2400 RHODE ISLAND AVE. TELEPHONE FT. PIERCE, FL. AVE. FAX NO. PLAN REVIEW JURISDICTION: St Lucie County OCCUPANCY: Reserve Townhomes Bldgs 52-55 ADDRESS: N Commerce Center Dr CONTRACTOR: Kolter Signature Homes CONTRACTORS ADDRESS: 2160 NW Reserve Park Trace ARCHITECTIENGINEER: Turner & Smith BUILDING OWNER: Reserve Homes LTD OCCUPANCY TYPE: Apartment GROSS SO FT: 7964 sq ft OCCUPANTLOAD: CONSTRUCTION TYPE:(NFPA-220) Type: (561)462-2312 (561)462-2323 F.P.B. B-9932 BUILDING DEPT:'99050045 NUMBER OF STORIES: 2 PHONE NO: 561-468-4703 CITY: PSL, FL ZIP: 34986 PHONE NO: 561-997-7286 REVIEW DATE: 6-17-99 AUTOMATIC SP'KLRS: No NET SO FT: BASED ON: SBCCI: Type: V i New Construction: X Automatic Sprinkler: Contractor. Tenant Improvement: Fire Alarm System Contractor: Shell Only: Fixed Fire Suppression: Contractor. f Addition: Hood & Duct System: Contractor: Renovation: Fuel Storage: Contractor. 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal requires 24 hour notice on all inspections. P• 3. The Building Department schedule all final inspections by the Fire Marshal. 4. A copy of the required revisions has been mailed to the Architect: Contractor: Yes No X Reguired Revisions: 1. Plan `E' Townhome/Sheet A-3 Install a smoke detector inside the Master Bedrooms. 4 i Reviewed By: Tony Liento Date: June 17, 1999 I ST. LUCIE COUNTY; . . DEPARTMENT OF COMMUNITY DEVELOPMENT, 2300VIRGINIARVENUE FT. PIERCE, FL. 34982-5652 x - 561462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE TOVyht (tpAES This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit 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 structural walls, columns or other similar component is being effected) and certain other minor building pernits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME pGA VIL,L-A-6oF, THE WSf5oi 15 OFFICEUSE 'ONLY. STREET ADDRESS IvOt Asni r�ts/ �oZ7,OUd PR NUMBER 5C&c3—U000 —0cb PERMIT NUMBER J^1eS La fl 27AJr& u( OCCP. TYPE S-f- L0'5'(e Co'A �y csr.TYPE -CERTIFICATION STATEMENT: 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 CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or cornDlete the approprite box) 1. STANDARD BUILDING CODE 1997 EDITION _X— ASCE 7-95 _-Y-- OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED _ V PARTIALLY ENCLOSED _ OPEN BUILDING 3. BUILDING HEIGHT: a -7 Fr.. 4. WIND SPEED USED IN BUILDING DESIGN: A MPH 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE Ni): C A) 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF 6. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): 9. LOADS: FLOOR . i ( O PSF ROOF/DEAD: PSF ROOFILIVE: 55 PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES -K NO_ If NO, why? (attach explainatlon) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach explainatlon) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES, NO _ If NO, why? (attach explainatlon) 13. MINIMUM SOIL BEARING PRESSURE: G SW PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THI RTI I IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: C,O(11 N �( TURN E2 CERTIFICATION NO: I44-7 � [S DESIGN FIRM: TUn(ZNEIZ 131l i T1+ DATE: 5 A[Z CL+LTfL/1' SLCCDV FORM NO: 02000 DESCRIPTION PROPOSED LOTS 52 THRU 55 r' A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00011'14" WEST ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 2141.66 FEET; THENCE SOUTH 89°48'46" WEST DEPARTING SAID EAST LINE, A DISTANCE OF 1631.63 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 77057'30" WEST, A DISTANCE OF 66.93 FEET; THENCE NORTH 12002'30" WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 77057'30" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 12002'30" EAST, A DISTANCE OF 116.00 FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 N SCANNED VNi7 BY St, Lucie Counfy .I-T-E EQ Load Centers Meter Combinations All I E Meter Combinations are listed T meUnderwFC12.7 Stendards.0 iters' LaborBtOrles and et ANSI EQ Meter Load Centers Features . A complete line of devices offered. Choice of either surface or semiflush mounting. One-man installation. Finished installation is smooth and attractive. Load centers are padlockable. Underground Overhead/ 1 Phese, 3 Wire SN ppaur..Lwd cim" Short No. of • No, o1 eifeuk Ampen poring Spaces 24 ups Rati22Kng 100 12 1 t2 24 22K 12255 12 24 22K 126 12 2 4 22K 22K .. 125 12 24 22K 125 _16_^ __ 32 22K 150 8`� 16 22K 150 20 22K 200 12 5 6 22K 200 72 16 22K 200 a 15 22K 200 6 24 22K 200 12 24 22K 200 12 40 '22K 200 20 40 22K 200- 2U 40 22F zoD za 40 221 2 40 221 225 20 40 221 225 20 40 22' 226 40 ' t is Select OPF Instant Shield GFI circuit breakers for NEC requirements. . All models rainproof —TYPO 3R. Plaster flange is standard on all semi - flush devices, extra depth. 22,000A IR Suitable for use only as service equipment. EO Meter Combinations feat line side the EQ circuit breaker with plug connection and toggleFF" and" TRIP" ation with "ON' Positions. All EQ breakers feature thMal and er- and are offered iin a full rangc overload e of one protection and two pole models with a full line of accessories. �A�FOt InshOaf mi111mNsn 00nVsraOM .1u�slCr cOs Page STI. mPanels liatadforg0170 conductors. See equipment mkrkinlis fredhcadons. 01FP e L approv m•'Deep" style flushing ring. mCopper bus. - UL _ EUSEVI ... Overheod/ overhead d Undergfounc zt ®Panel Issupplied ole branch circuit ®Accepa2-p. breaker only. Q1panel auppliatl with teed-Nru lugs and aubieed mein breaker 15UA maxi• ®Main breaker not included. on kitmain kt mainbreaker 120gA1 hom mein lug m main breaker, use convent and c,nvorison kit, MC812. Siemens Electrical Products Selection — 40 Space use Pries ®For semi -flush moundng. order FRK2tx30 kit ®Hubs notfurnished with enclosure. ®For semi -flush enclosures, dimensions do not include top flushing ring• Flushing ring is t.6' width nng added to and both sides. K 0 L T E R MEMORANDUM TO: ST. LUCIE COUNTY COMM. DEV. FROM: KOLTER HOMES SUBJECT': TOWNHOUSE REVISION DATE: 07/19/99 There has been a 2^d floor deck revision made to I "C" unit(s) on permit Attached, please find two signed & sealed revision pages. Please call should you have any questions. r KOLTER HOMES, INC. 2160 NW Reserve Park Trace Port St. Lucie, FL 34986 Phone (561) 4684703 Fax (561) 4684603 C 1, FRASER ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET • FORT PIERCE' FLORIDA' 34946 VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 - FT. PIERCE 1-800-233-9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Kolter Homes DATE: 7/13/99 CONTRACTOR: Dickerson PERMIT #:�99 050045�lx' SITE: 9327 thm 9333 World Cup Way Bldg. 52 - Castlepine Foundation Fill TESDENSITY NO. NO. DATE TESTED LOCATION ELEVATION MOISTURE RELATIONSEUP -DENSITY INPLACE DRY DENSITY PERCENT COMPACTION TEST NO. MAX. DRY WT. 102 7/13/99 N.E. Comer 0 - 1' A 115.2 112.3 97.5 1-2' 113.1 98.2 N.W. Corner 0 - 1' 112.5 97.7 1-2' 113.3 98.4 Center 0 - 1' 113.4 98.4 1-2' 113.8 98.8 S.W. Corner 0 - 1' 113.6 98.6 I-2' 112.7 97.8 S.E. Comer 0 - 1' 113.5 98.5 1-2' " 113.9 98.9 ALL I ELEVATIONS BELOW SLAB GRADE Copies: Client -I SLC Bldg. Dept. - 1 Respectfully submitted, FRASER ENGINEERING AND TESTING, INC. Alexander H. "REFla.' . 6178 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOR. AND ASPHALT TESTING DeparLpient of Community Affairs SN: 5550 FLORIDA ENERGY EFFJICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 I Residenti,-al Compongnt Prescriptive'Method A CE:NI'R(I. PROJECT NAME:'KOLTER HOMES :BU�LDER:rM.J FERRITER CONSTRU(."I'ION AND ADDRESS: TOWNHOMES MODEL 31Z) :PERMITVING ;CLIMATE tPORT ST LUICE FL 349:OFFICE: :ZONE: 4:_: 5:_: 6:.-: OWNER: :PERMIT NO. :JURISDICTION NO. r ICK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Multi. -Family 3. If Multifamily -No, of units 3. 0 _.... _.... 4. If Multifamily, is this a worst case (yes/no) 4. No 5. Conditioned floor area (sq.ft..) S. 1530.00 _.... 6. Predominant eave overhang (ft.) 6. 1.00 7. Porch overhang length (ft.) 7. 6.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft O.00sgft b. Tint, film or solar screen 8b.179.Osgft O.00sgft. 9. Floor type and insulation: a. Slab on grade CR-value,. perimeter) 9a.R= 0.00 , 194.00 ft. 1O.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= 4.20, 1532.00sgft a. Adjacent: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 291.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation.R-value) lla.R=19.00 , 1650.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.50 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Mu.lt.i.zone ) 19.EPI (must, not exceed 1.00 points) 1.9. 80.95 a. Total. As— Built points 19a. 25737.63 b. Total Base points ------------------------------------------------------------------------------- 19b. 31796,06 ------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building is in compliance with the Florida Energy code. OWNER/AGENT: DATE: 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 accoi ace with Section 553.908 F.S. BUILDING OFFICIAL: DATE:- I w:=.+ L ennox Objective Guide. to r nstallation Comparison -,Nisair Airconditioning Inc,. 1501 Decker Ave D-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES MODE #B PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NTSA JR FILE TITLE: KOLTB DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR 11 DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4. WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 WHOLE HOUSE IN ZONE 1 61 X 25 WALL 14B 8 INCH BLOCK R-5 INSUL 1,625 5,381 2,877 OVERHANG = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 75 1,992 4,124 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL =' 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 80 2,125 1,504 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 20 531 376 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 DOOR IOD SOLID CORE 24 254 136 CEILING 16D DARK k-19 INSULATION 1,525 1,859 3,233 FLOOR 22A NO EDGE INSULATION 194 3,614 0 WINIER INFILTRATION 168 CFM 4,240 SUMMER INFILTRATION 96 CFM SENSIBLE GAIN 1,685 LATENT GAIN 2,670 L MECHANICAL VENTILATION 50.0 CFM 11265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L APPLIANCES 1200 Department. of Community Affairs • SN: 5550 FLORIDA ENERGY L_FFJ:'CILNCY CODE FOR BUILDING CONSTRUCTION F Of.11 60OA-)3 Resi.dential..C,vlrlponent Prescriptiva Method A �:fc'fJ7RGll. PROJECT NAME:; KOL TER HOPIES 1BUILDER:_;f1..J FERRITER CONSTRUCTION AND ADDRESS: 'LOWNHOMES MODEL_ #E ;PERMITTING ;CLIMATE PORT ST LUICE FL 3491OFFICE: ;'LONE: 41_; 51_; 6;.- OWNER: ;PERMIT NO. ;.TURISDICTION NO. 1. Ne;w construction or addition a. single family detached or Multifamily attached 3. If Multifamily -No. of units /a. If Multifamily, is this a worst. case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. C1ear Glass b. Tint, fiLm or solar screen 9. Floor type and insulation: a. Slab on grade (k-va.lLle, perimeter) 1O.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R•-value) 11.Ceilinq type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or'3 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attio radiant barrier, MZ-Mult.izone) 19.EPI (must not exceed 100 points) a. Total As_E3ui.lt points b. Total Base points i Horcby (:ert.iPy ghat t.hh I.)Jans and- --, st>ec.ifi.caLic;n=, c:avOred l./ this CalCLI lcyt.ion arc: in cofllpliall%u wi Lh the Florida L'I'lergy Cade. PREPARED BY: DATE: GK 1. New Construction 2. Multi. -Family -� _....... 4. No. 5. 1530.00 -- 6. 1 .00 7. 6.00 Single Pane Double Palle ^ 8a. O.Osgft 0.00sgft. __..__.... 8b.179.Osgft. 0.00sgft. 9a.R= 0.00 , 194.00 ft. 10a-1 R= 4.20, 1532.O0sgft_„___ 10a-2 R=11.00, 291.00sgft__-_,_.. 11a.R=19.00 , 1650.00sgft. 12a. R= 6.50 , uncond 13. Type: Central A/C SEER: 10.00 14. Type: Heat Pump HSPF: 7.00 15. Type: Electric EF: 0.90 16. 17. 2 18. 19. 80.95 19a. 25737.63 1.9b. 31796.06 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 accoi Dice with Section ';l. �.{:.K.Y-t.;k%K:K;Y-•!'.t-1:-h".I::K'{�:X:k:k:K.h .k %:-Y. Y: �.K y: %:.k �Y ;i:;I::Y•%: is Y::h: %: %:'M.I.:K:K W.k B. K�K:i:'k.K'.K'K%::K-K%h�%�%::K:K%: %::K %::K:K:K;K M:K %::K:h:.K �:h: SUrtihE:f•: (AI-CULATIUN$ *4:k%:;K-K%::k****:K*:.**"r*IAC****.4-.**W'C.:*:K;K;1:***A:A****%:'4c*%::K*:K:K*%*:K;K:f::K*Hc:l:**:K:K AS -BUILT GLASS ---------------- ORIEN AREA x EiSPM = --------------------------------------------------------------=------------------ POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS N 22.,00 82.2 1808.4 ; SGL TINT N 22.0 51.5 .72 814.6 S 84.00 82.2 6904.8 ; SGL TINT S 84.0 98.3 .45 3699.4 W 73.00 82.2 --------------------------------------------•------------------ 6000.6, ; SGL TINT W 73.0 107.1 .26 2032.8 .15 x COND. FLOOR / TOTAL GLASS = AD.I. x GLASS = ADJ GLASS ; GLASS AREA -------------------------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,530.00 .179.00 1.282 14,713.80 ------------------------ 18,864.90 i 6,546.80 NON GLASS -•----------- ----•--------------------- AREA x BSPM = --------------------------------------------------------------------------------- POINTS ; TYPE R-VALUE AREA x SPM = POINTS WALL.S------------------ Ext IS32.0 1.0 1532.0 ; Ext NormWtBlock In 4.2 1532.0 1.16 1777.1 Adj 29.1.0 .7 203.7 ; Adj Wood Frame 11.0 291.0 .70 203.'7 DOORS ----------------- Ext 2-1.0 4 .8 11.5.2 F..xt Wood 24.0 7.20 172.8 Adj 22.gi J.6 35.8 ; Adj Wood 22.4 2.40 53.8 CEILINGS -------------• � UA 1530.0 .6 918.0 ; Under Attic 19.0 1650.0 1..10 1815.0 FLOORS --------------- Slb 194.0 -31.8-6169.2 ; Slab -on -Grade .0 194.0 -31.90 -6188.6 INFILTRATION--------- 1530.0 10.9 16677.0 ; Practice 02 1530.0 10.90 16677.0 TOTAL SUMMER POINTS 32,177.44 i 21,057.58 -------------------------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 32,177,,1,4 .37 1.J,905.E:b i 21,057.58 .1.00 1.063 .340 1.000 7,609.61 c 4 :K *:K X:kN: •K k.M:r :K H:'f �Kh::K#:KW.:isa:�l:w-1:*:k:K�:�:t-:K**:k:K�A*%:*:K:KW*MW *:K M�%k**:KM �:K:K'�A::K:K �: W.:K �k:k*W.:A W-K W. �k:k k: k':k:K:i: WINTER i;AI.,CUk_H'1"IONS ORIEN AREA x HWI-)M POT N'IS ; IYPE SC ORIEN ARF..A x WPM x WOF = POTNTS - --- ---------------•-----------•------------------------------------------------- N 'z'2 .00 -3 .4 -74 .8 ; SGI... 'PINT N 22.0 9.6 1..18 24'4 .4 5 84.00 -3.4 -285.6 ; SGL TINT S 8.1.0 -10.2 .12 -104.0 W T_j.0v -3.4 ---------------------------------------------------------------------•----------- -248.2 ; SGL TINT W 73.0 -2.0 -5.04 735.8 .15 x CONO. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,530.00 179.00 1.282-608.60-780.30 i 881.16 NON GLASS------------ � -------- AREA x B4JPM = ------------------------------------------------------------------------------- POINTS ; TYPE R-VALUE AREA x WPM = POINTS WALL. S----•------------- i Ext. 1532.0 1..1 1685.2 ; Ext NormWtBlock 111 4.2 1532.0 3.26 4994.3 Adj 291.0 1.8 523.8 ; i Adj Wood Frame 1.1.0 291.0 1.80 523.8 DOORS ----------------- Fxt 24.0 5.1 122.4 i F_xt Wood 24.0 7.60 182.4 Adj 22.4 4.0 89.6 Adj Wood 22.4 5,90 132.2 CEILINGS ------------- i UA 1530.0 .6 918.0 ; Under Attic 19.0 1650.0 1.00 1650.0 FI.00RS --------------- Sib 194.0 -1.9 -368.6 ; i Slab -on -Grade .0 194.0 2.50 485.0 INFILTRATION --------- 1530.0 4.1 6273.0 ; Practice #2 1530.0 4.10 6273.0 TOTAL WINTER POINTS 8,463.10 ; 15,121.83 TOTAL x SYSTEM = HEATING --------------------------------------------------- ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS --------------------------------------------------------------------------------- ; COMPON RATIO MULT MULT MULT POINTS 8,463..10 1.10 9,309.41 i 15,12'1.83 1.00 1.063 .484 1.000 7,779.02 ' WATER HEATING k"KW**x:X•**ti::4:*A:'I::K*:K:Y.MAW**�c:k*:+::K:k*%K*�::K%k*k:M**:kk:=1:.*:k:1:W-k �K k -_= BASE. ___ ; -_= AS -BUILT ----------------- ---- NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ; RATTO MULT -------------------------------------------------------------- I------------------- 3 3527.0 10,581.00 50 .90 1.000 3449,7 V.00 .10,349.00 .I..k'W * k::i::k.k:i::l: :>UMMA:Y BASE =_= i =_= AS -BUILT ------------------------------------------------------- COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS -----------•-------------------------------------------------------------------- 11905.7 9309.4 10581.0 31,796.06 i 7609.6 7779.0 10349.0 25,737.63 K EPI = 80.95 i 1 For detailed information of the EPI rating number or for any ITEM listed, ask your- Buijdyr for DCA Foim 60OA-93 or Form 60OB-93 % ,.ENERGY GUIDE EPI= 80.9 0 10 20 30 40 50 60 70 80 90 id0 ------------------- The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE (-ow Efficiency High Efficiency SINGL CLR DSL TINT WINDOWS ..................... Single Tint I-- ---- X-------------- INSULATION .................. R-10 R-30 Ceiling R-Value......... 19,0 ;---------X----------- R-O R-7 Wall R-Value......... 5.3 ;--------------- X ----- ' i R-0 R-19 Floor R-Value......... 0.0 ;X------------------ - AIR CONDITIONER ............. 10.0 SEER 17.0 SEER/EER.................. 10.0 ;X----------------' 9.7 EER 16.0 HEATING SYSTEM .............. 6.8 HSPF12.0 Electric COP/HSPF........ 7.0 ;X------------------ 0.78 AFUE 0.90 Gas AFUE............ 0.00 ---------------------' ' WATER HEATER ................ 0.88 0.96 Electric EF.............. 0.90 0.54 0.90 Gas EF.............. 0.00 ;---------------------' i 0.40 0.so Solar EF...... i---------------------i OTHER FEATURES .............. L I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: _ —_Signature: Date: City/Zip_ _ Florida Energy Code for Building Construction - 1993 Florida Department. of Community Affairs FL-EPL CARD93 Lennox Objective,Gui� to ]Installation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES MODEL#E PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTB DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR M OESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4. WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 WHOLE HOUSE IN ZONE 1 61 X 25 WALL 148 8 INCH BLOCK R-5 INSUL 1,625. 5,381 2,877 OVERHANG = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 75 1,992 4,124 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL =' 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S BO 2,125 1,504 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENI' = I REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 20 531 376 PINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVFAI_ = 1.0 DOOR 100 SOLID CORE. 24 254 136 Ct.1l.1NG 16D DARK It••19 INSTIL A11ON 1,525 1,859 3,233 FLOOR 22A NO EDGE INSULAIION 194 3,614 0 W1NIER INFILTRAr1UN 168 CFM 4,240 SUMMER INFILIRAT.ION 96 CFM SENSIBLE GAIN 1,685 LATENT GAIN 2,670 L MECHANICAL. VENTILATION 50.0 CF11 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L APPLIANCES 1200 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS KOLTER `TOWNHOMES MO0EL9 E t DUCT LOSS MULT=.20 GAIN MULT=.20 TOTAL FOR ROOM 1 14,335 CU FT SENSIBLE LATENT STRUCTURE TOTALS 14,335 CU FT SENSIBLE LATENT PAGE 2 AREA BTUH BTUH SO FT LOSS GAIN 1,525 1,525 4,252 3,443 25,514 20,659 4,984 L 25,514 20,659 4,984 L ------------------------------------------------------------ 11INIMUll Cooling Capacity needed is 25,643 btu at 91_degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 23,758 btu (115% of Sensible Load) ------------------------------------------------------------ *********************** Version 92.10 * 'Ihi.s Heating and Cooling Load Computation was produced using the Procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends.upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures for the given conditions. No warranty, either expressed or * * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or sufficiency of the information provided by this report. , t-.ennox Objective -Guide to Snstablation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave 0-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMES9D PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTD DESIGN'TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 WHOLEHOUSE IN ZONE 1 52 X 30 WALL 14B 8 INCH BLOCK R-5 INSUL 1,197 3,963 2,119. OVERHANG.= 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E 40 1,063 2,212 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 90 2,391 1,692 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 50 1,328 940 TINT-TINTEO SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 DOOR 100 SOLID CORE" 24 254 136 CEILING I60 DARK R-19 INSULATION 1,560 1,902 3,307 FLOOR 22A NO EDGE .INSULATION 149 2,776 0 WINTER INFILIRAFION 171 CFM 4,337 SUMMER INFILTRATION 98 CF11 SENSIBLE GAIN 1,724 LATENT GAIN 2,731 L MECHANICAL VENTILATION 50.0 CFM 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L APPLIANCES 1200 08/24/98 I.OG'fC 1000 RESIDENTIAL,LOADS ANALYSIS KOLTER TOWNHOMES00 DUCT LOSS MULT=.20 GAIM MULT=.20 TOTAL FOR ROOM 1 14,664 CU FT SENSIBLE LATENT STRUCTURE TOTALS 14,664 CU FT SENSIBLE LATENT PAGE 2 AREA, BTUH BTUH SO FT LOSS GAIN 3,856 3,082 1,560 23,134 18,492 5,045 L 1,560 23,134 18,492 5,045 L --------------------------------------- -------------------- MINIMUM Cooling Capacity needed is 23,537 btu at 91 degrees outside and 75 degrees inside Maximum desired Sensible Cooling Capacity is 21,266 btu (115Z of Sensible Load) ------------------------------------------------------------ *****» Version 92.10 ********** * This Heating and Cooling Load Computation was produced using the procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends -upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures 'for the given conditions. No warranty, either expressed or * * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or sufficiency of the information provided by this report. ******************************************************************************* Department of Commun.i+A'I'Fairs SN: .55Ei0 FLORIDA FNf-R�Y EFFICIENCY. (,:ODE FOB- BUILDI'NG CONSTRUCTION FORM 600A-9:3 Reside ntiComporient`Prescriptive Method A CENTRAL PROJECT rL=ME.: KOL.ICRflb''1E5 ;BU'CI_DER: M.J FERRI'EER CONSTRUCTION TOWNHU.KfLS 11100EL #D ; PERMIT] ;CNG ; CI_ J:MAT'E Pt7R1' ti"f LUICc FL-. ;349;01=F10E: !ZONE: 4j__i 5i--i 04WNER: ;PERMir NO. !JURISDICTION NO, C: K I. New construction or addition 2- �in9le rami.ly detached or Multifamily attached J. If Fi1l.1..ifami1Y-N0, of units 4 . If Mul ti Fami ly, is this a worst case (yes/no) 5. C:onclit.ioned floor area (sq,ft. ) 6. Predominant eave overhang ('ft.) 7. Porch overhang .length (ft.) S. Glass area and type: a. Clear Glass b. Pint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1, Concrete (Insulation R-value) a, Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type area and insulation: a. Under attic ("Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) .13.Cooling system 14.Heating System" 15.Hot water system: 16.Hot Water Credits: (HR-Heat. Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or. 3 IS.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points --- I Hereby certify that the plansand Specifications covered by this calcu- lation are in compliance with the Florida Energy Code, PREPARED BY:-.--..^.._.._.._.___.___. DATE: I hereby certify tFiar: this bUilding is in a:xiii_:iiance w:itA'l the I'lor'lda Energy C(.+deg . OWNER/AGENT: DATE: 1. 2. 3. 4. 5. 6. 7. Ba 8b New Construction Multi --Family 0 No 1554,00 1.00 8.00 Single Pane O.Osgft .188.Osgft Double Pane 0.00sgft _ O,OOsgft _ 9a.R= 0.00 , 149.00 ft 10a-1 R= 4.20, 2456.00sgft._____ 10a-2 R=,11.00, 11a.R=19.00 , 1650.00sgft;._1.-.„_..1 1.2a. R= 6.50 uncond 13. Type: Central A/C SEER: 10.00 vV_ 14, Type: Heat Pump HSPF: 7.00 15. Type: Electric EF: 0.90 �- 16. 17. 2 18. 19. 83,60 19a. 28347.11 19b. 33908.42 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code- Before construction is completed this bui..lcl.i.ng will be inspected for compliance in accordance with Section 553.908 F.S. . BUILDING OFFICIAL: DATE: I SUMMER CALCULATIONS ' *;K;K=K;K:X:K** * **:k M:X A::i:*M W:K:K:K �::K:K:k+:K****';K;X:K* *:K *;X:K *:k:k:X *:I:;K:I:;K;K �;K:K* **:k:XW. *;1:'X•*M:X:k**:K A:**W:X*M* BASE __= i -_= AS -BUILT GLASS ---------------- ---------- ORIEN AREA x BSPM = POINTS ; ------------------------------------------------------------------------------- TYPE SC ORIEN AREA x SPM x SOF = POINTS N 54.00 82.2 4438.8 SGL TINT N 54.0 51.5 .72 1999.6 E 40.00 82.2 3288.0 ; SGL TINT E 40.0 107.1 .26 1113.8 'S 94.00 82.2 7726.8 i SGL TINT 5 64.0 98.3 .25 1572.8 ----------------------------------------------------- SGL TINT S 30.0 98.3 .45 1321.2 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS POINTS :15 1,554.00 188.00 NON GLASS------------ ------ AREA x BSPM = POINTS ------------------------------ WALLS---------------- Ext 2456.0 1.0 2456.0 Adj 160.0 .7 112.0 DOORS---------------- Ext 24.0 4.8 115.2 Adj 22.4 1.6 35.8 CEILINGS------------- UA 1554.0 .6 932.4 FLOORS---------------- Sib 149.0 -31.8-4738.2 INFILTRATION--------- ---------------------------- 1.240 15,453.60 19,160.82 i 6,007.43 TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------- Ext NormWtBlock In 4.2 2456.0 1.16 2849.0 Adj Wood Frame 11.0 160.0 .70 112.0 Ext Wood Adj Wood Under Attic Slab -on -Grade 24.0 7.20 172.8 22.4 2.40 53.8 19.0 1650.0 1.10 1815.0 0 149.0 -31.90-4753.1 1554.0 10.9 16938.6 ; Practice #2 1554.0 10.90 16938.6 TOTAL SUMMER POINTS 35,012.66 ; 23,195.45 TOTAL x SYSTEM = COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS 35,012.66 .37 12,954.68 ; 23,195.45 1.00 1.063 .340 1-000 8,382.17 WATER HEATIJ,IG == BASE ___ _-= AS -BUILT ---------------------------------------------- NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS i RATIO MULT ------------------------------------------------------------------------------- ---3------3527.0---10,581_00-=------50-----_90---1_000 3449.7 1.00 10,349.00 SUMMARY -_= BASE __= i =_= AS -BUILT COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS_ =--POINTS-; POINTS + POINTS + POINTS = .POINTS ----------------------------- --------------------------------------- 12954.7 10372.7 10581.0 33,908.42 8382.2 9615.9 10349.0 28,347.11 EPI = 83.60 K DepaVtment of Commurii.ty Affairs SN: 5550 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A=93 Residential Component Prescriptive Method A CENTRAL PROJECT NAME: KOLTER HOMES ';BOILDER: M.J FERRITER CONSTRUCTION AND ADDRESS: TOWNHOMES MODEL #C ;PERMITTING ;CLIMATE PORT ST LUICE FL 349;OFFICE: :ZC;NE: 4;_i 5i_; 6i_ OWNER: ;PERMIT NO. ;JURISDICTION NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. It Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, tilm or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation t Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or'3 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points ------------------------------------- ------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: CK 1. 2. 3. 4. 5. 6. 7: I New Construction Multi -Family 0 No 1683.00 1..00 13.00 Single Pane O'.Osq.ft .272.Osgft Double Pane O.00sgft _ 0.00sgft 9a.R= 0.00 , 113.00 ft 10a-1 R= 4.20, 1650.00sgft_.,,._..__., 10a-2 R=11.00, 235.00sgft_____ 11a.R=19.00 , 1683.00sgft.____. 12a. R= 6.50 , uncond 13. Type: Central A/C SEER: 10.00 14. Type: Heat Pump HSPF: 7.00 15. Type: Electric EF: 0.90 16. 19. 83.20 19a. 29138.63 191b. 35021.66 -------------------------------------- Revi.ew 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: SUMMER CALCULATIONS BASE AS -BULLY = _ GLASS ---------------- GRIEN AREA x BSPM = ------------------------------------------------------------------------------- POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS N 40.00 82.2 3288.0 ; SGL TINT N 40.0 51.5 .72 1481.2 E 34.00 82.2 2194.6 ; SGL TINT E 34.0 107.1 .26 946.8 S 198.00 82.2 16275.6 SGL TINT S 126.0 98.3 .45. 5549.1 ------------------------------------------------------------------------------- SGL TINT S 72.0 98.3 .25 1769.4 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA ----------------------------- AREA FACTOR POINTS =--------------------------------------- POINTS ; POINTS .15 1,683.00 272.00 ------------ .928 22,358.40 20,751.39 9,746.44 NON GLASS ------------ AREA x BSPM = ------------------------------------- POINTS ; TYPE R-VALUE AREA x SPM = POINTS WALLS---------------- v----------------------------------------- Ext 1650.0 1.0 1650.0 ; Ext NormWtBlock,In 4.2 1650.0 1.16 1.914.0 Adj 235.0 .7 164.5 ; Adj Wood Frame 11.0 i 235.0 .70 164.5 DOORS---------------- Ext 24.0 4.8 115.2 Ext Wood 24.0 7.20 172.8 Adj 20.0 1.6 32.0 ; Adj Wood 20.0 2.40 48.0 CEILINGS ------------- UA 1683.0 - .6 1009.8 Under Attic 19.0 1683.0 1.10 1851.3 FLOORS --------------- Sib 113.0 -31.8-3593.4 ; Slab -on -Grade i .0 113.0 -31.90 -3604.7 INFILTRATION --------- i 1683.0 10.9 18344.7 ; Practice #2 1683.0 10.90 18344.7 TOTAL SUMMER POINTS 38,474.19 ; 28,637.04 TOTAL x SYSTEM = COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PIS MULT POINTS ------------------------------------------------------------------------------- ; COMPON RATIO MULT MULT MULT POINTS 38,474.19 .37 14,235.45 i 28,637.04 1.00 1.063 .340 1.000 10,348.61 'X•;K * X:K:k%K;N Y::I:;Y..:I::Y•:K;K:h::k'X•;K:K:k:K:k;K;K *:k;K:K;K:k:K:K;k:K:K rK:K;K *:K;k:K *:k *:1:%K;K;K:1: �:K:k *:1: * M * * * * * * %K:K �:;K * * *-k:k*:K-K * =K WINTER CALCULATIONS *;K***;K:K:K:KY:;K:k*:K:k:k:k:K�M;K***'X•****�:*:K;k,K;K:K-K;K�::k*�*:KA:**:K:K**:k***k�: *:K:k********:k:K;k****:k:k** BASE __= i __= AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = ---- --------------------------------------------------------------------------- POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS N 40.00 -3.4 -136.0 ; SGL TINT N 40.0 9.6 1.18 4S3.4 E 34.00 -3.4 -115.6 SGL TINT E 34.0 -2.0 -5.04 342.7 S 196.00 -3.4 -6%3.2 SGL TINT S 126.0 -10.2 .12 -156.1 --------------------------------------------------- SGL TINT S 72.0 --10.2 -1.09 800.5 .15 x COND. FLOOR / TOTAL GLASS = AD3. x GLASS = ------------------------ ADJ GLASS ; GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS ; POINTS .15 1,683.00 272.00 .928-924.80 -858.33 ; 1,440.S3 NON GLASS ------------ AREA x BWPM = ------------------------------------------------------------------------------- POINTS ; TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- ; Ext 1650.0 1.1 1815.0 ; Ext NormWtBlock In 4.2 1650.0 3.26 5379.0 Adj 235.0 1.8 423.0 ; Adj Wood Frame 11.0 i 235.0 1.80 423.0 DOORS--------------- Ext 24.0 5.1 122.4 i ,. Ext Wood 24.0 7.60 182.4 Adj 20.0 4.0 80.0 ; Adj Wood i 20.0 5.90 118.0 CEILINGS------------- ; UA 1683.0 '6 1009.8 ; Under Attic 19.0 1683.0 1.00 1683.0 FLOORS--------------- Sib 113.0 -1.9 -214.7 ; Slab -on -Grade .0 113.0 2.50 282.5 INFILTRATION --------- 1683.0 4.1 6900.3 ; Practise 02 1683.0 4.10 6900.3 TOTAL WINTER POINTS 9,277.47 i 16,408.73 TOTAL x SYSTEM = HEATING`; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 9,277.47 1.10 10,205.22 ; 16,408.73 1.00 1.063 .484 1.000 8,441.03 WATER HEATING BASE AS -BUILT ------------------- ---------------------------AS---------------=----- NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x.CREDIT = TOTAL BEDRMS i RATIO -MULT ------------------------------------------------------------------------------- 3 3527.0 10,581.00 50 .90 1.000 3449.7 1.00 10,349.00 SUMMARY _-= BASE __= i =_= AS -BUILT. COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL_ PO1N'rs f POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS -------------------------------------------------------------------------J----- 14235.4 10205.2 10581.0 35,021.66 ; 10348.6 8441.0 10349.0 29,1138.63 -------------- % EPI = 83.20 ENERGY GUIDE For d6tailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 83.2 DCA Form 60OA-93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------- X------- The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS ..................... Single Tint ;------ X-------------- INSULATION .................. R-10 R-30 Ceiling R-Value....... .. 19.0 ;--------- X----------- R-0 R-7 Wall R-Value.... ..... 5.0 ;-------------- X------ R-0 R-19 Floor R-Value......... 0.0 A -------------------- AIR CONDITIONER ............. 10.0 SEER 17.0 SEER/EER.................. 10.0 ;X-------------------- 9.7 EER 16.0 HEATING SYSTEM .............. 6.8 HSPF 12.0 Electric COP/HSPF........ 7.0 A---------------------;, 0.78 AFUE 0.90 Gas AFUE............ 0.00 i--------------------- WATER HEATER ................. Electric EF.............. 0.90 Gas EF.............. 0.00 Solar EF............. OTHER FEATURES .............. 0.88 0.96 '---- X----------------- ; 0.54 0.90 '------------------ ---' 0.40 0.80 '---------------------' I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 L-ennox Objective Guide to = nstallation Comparison Nisair Airconditioning Inc,. 1501 Decker Ave D-404 Stuart, Fla 1-407-283-0904 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 KOLTER TOWNHOMESSC PREPARED FOR: KOLTER HOMES PREPARED BY: PHILIP NISA JR FILE TITLE: KOLTC DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 68 WINTER OUTSIDE 45 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR 11 DESIGN GRAINS RELATIVE HUMIDITY 41 DEGREES NORTH LATITUDE 27 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SO FT LOSS GAIN ROOM - 1 I4HOLEHOUSE IN ZONE 1 48 X 35 WALL 14B 8 INCH BLOCK R-5 INSUL 762 2,524 1,350 OVERHANG = 1.0 , WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-W 36 956 1,973 TINT -TINTED SHADING -DRAPES HALF DRAI4N SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-S 200 5,313 3,760 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N 40 1,063 752 TINT -TINTED SHADING -DRAPES HALF DRAWN SHADING COEFFICIENT = 1 REVEAL = 1.0 DOOR 100 SOLID CORE 24 254 136 CEILING 160 DARK R-19 INSULATION 1,680 2,048 3,562 FLOOR 22A NO EDGE INSULATION 113 2,105 0 WINTER INFILTRATION 185 CFM 4,671 SUMMER INFILTRATION 105 CF11 SENSIBLE GAIN 1,857 LATENT GAIN 2,941 L MECHANICAL VENTILATION 50.0 CFM 1,265 880 PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAII4 920 L APPLIANCES 1200 08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 KOLTER TOWNHOMES9C AREA BTUH ' BTUH SO FT LOSS GAIN DUCT LOSS MULT=.20 GAIN MULT=.20 4,040 3,334 ----- ----- TOTAL FOR R0011 1 15,792 CU FT 1,660 SENSIBLE 24,239 20,002 LATENT 5,255 L STRUCTURE TOTALS 15,792 CU FT ---------------------------- MINIMUM Cooling Capacity at 91 degrees outside 1,660 SENSIBLE 24,239 20,002 LATENT 5,255 L ----------------------------- needed is 25,257 btu and 75 degrees inside Maximum desired Sensible Cooling Capacity is 23,003 btu .(115% of Sensible Load) ------------------------------------------------------------ ************************* Version 92.10** * This Heating and Cooling Load Computation was produced using the procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures ,for the given conditions. No warranty, either expressed or * * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or- sufficiency of the information provided by this report. ******************************************************************************* - TURNER / SMl'I'll -------.... A R C II I 'r E c T s 21ja.LJO,, lje--f b wtj-�-N & ASSOCIATES & P L A N N F. R s t V�jI)(T ' 2295 Corporate Blvd. N.W. Executive Court 1 Suife 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 TURNER / SMITIi -- .._... A R C I I I T G C T If & ASSOCIATES &' P L A N N E R S �M4154L V I41(6C/ IICII CIO �1 I I r ' 2295 Corporate Blvd. N W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7266 Fax (561) 997.5721 TU11N1,11 / SMIT11 A R C II I 'I• H C 'I• S I war"19►•� ■r•rari ASSOCIAM &�`!'.1 -A N N !? R S ' 2295 Corporate Blvd. N W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 YURN1?li / 51�11'1'1; & ASS®CIA'1'1t;S r,` ..____._._...._.�.. ix I A 41t C' 1 I 1 T I? C' T ,SA,.~R P I. A N N Fi R S Ka-Tcvwv� rr I R,U � 2 .QuiNH -I-UQNQZ ' 2295 Corporate Blvd N.W. Executive Court I Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721 Alk ZZ T LEGEND: p = DELTA MILE NA. - NOT RADIAL L • ARC LENGTH OE. • OVERHANG EASEMENT CATV • CABLE TV O.M.E. • OVERHANG MAINTENANCE EASEMENT C.B. •CATCH BASIN O.R.B. . OFFICIAL RECORD BOOK C.B.S. • CONCRETE BLOCK h STUCCO O/S - OFFSET G. • CENTERLINE O.S. - OPEN SPACE TRACT COW. • CONCRETE P.B. - MAY BOOK COV. • COVERED P.C. •POINT OF CURVATURE DE. • DRAINAGE EASEMENT P.CP. - PERMANENT CONTROL POINT ELEV. -ELEVATION P.D.E. - PRIVATE DRAINAGE EASEMENT E.OP. • EDGE OF PAVEMENT P.G.E. . PRIVATE GAS EASEMENT E.O.W. • EDGE OF WATER PH . PARKER KALON NAIL FF. • FINISHED FLOOR P.OB. - POINT OF BEGINNING FW. - FOUR P.O.C. - POINT OF COMMENCEMENT F.P.E. • FLOOD RAIN EASEMENT PP. - POWER MILE F.P.L. - FLORIDA POWER k LIGHT PAN. . PERMANENT REFERENCE MONMMENT L.M.E. - LAKE MAINTENANCE EASEMENT POOP. - PROPOSED L.S.S. • LANDSCAPE AM SIGNACE EASEMENT P.T. - POINT OF T.WGENCY MH. •MAMIWE P.U.E. - PRIVATE UTILITY EASEMENT MEN. • MONUMENT R • RADIUS NG.VII. • NATIONAL GEODETIC VERTICAL DATUM RAE. -RADIAL 1 1 m` PROP. PO I I 3T PROP. _ yy,93' . C.B. NT7a57`30"E oT' 1 R/W -RIGHT-OF-WAY SRN. • SANITARY S.B.T. - SOUTHERN BELL TELEPHONE S.F. - SQUARE FEET T.O.B. - TOP OF BANK TYP. • TYPICAL U.E. -UTILITY EASEMENT UlP. - IPLAM PRESERVATION 0 - SET 51W IBM ROD WITH CAP NO. LB 6674 - FOUND 5/B• IRON ROD WITH CAP No. LB 6674 - FWM PERMANENT CONTROL POINT A -SET P-K NAIL WITH DISH NO. LB 6674 ♦ - FONT P-K NAIL No. LB 66T4 0 -WATER SERVICES D4 - WATER VALVE - SANITARY SERVICE ❑ - FOUND PERMANENT REFERENCE MONUMENT 6674 0\ - EXISTING ELEVATION IN FEET GOO , . PROPOSED ELEVATIONS IN FEET —F-� - D MNACE FLOW INDICATOR ,o• 11 SM : MH. PROP. 1 1 PROP. lo. LOT 55 OSED PR N PRO? A 1' VACANT S FF ESEDEN"00 li Z wp U1TT'E N 1 m r N 4Bon moPc 1 GT< 1Z$ NA Lit pPOSED RESID 1 Nam" n m "4$ $ .E.,BoB FF. ELEV 1 m fn IS UMI C° W PROP. �<`� 1 M LOT 54 VACANT a v FF ENCE RESlD GDoD �• DP0IPVE o' � FF.ELEV.• � PROP. 1% UNIT D 60ar PROP.O1 DRIB i O LOT 53 VACANT 1 !1 O y$ PROP ENE .30.00 D. ' 1 o' FREsE° Q UNIT -or 1 PROP. LOT 52 VACANT SURVEYOR'S REPORT: I. THIS "VEY IS PREPARED FOR RESERVE HOES, LTD. AND IS NOT ASSIGNABLE. 2. THE LAMS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AMID/OR , RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAT BE FC U9IN THE PUBLIC RECORDS OF THIS COMM 6. THIS SKETCH 15 THE PROPERTY OF LAWSON. NOBLE k WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE k WEBB, INC. IN WRITING. T. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF PROP. LOT 55 WHICH BEARS N 7757'30' E AW ALL BEARME.S ARE RELATIVE TO MAY. B BOUNDARY DIMENSIONS SHOWN ARE PER PLAT NO FIELD MEASUREMENT UNLESS OTHERWISE NOTED. S. ELEVATIONS SHOWN HEREON ARE BASED ON NG.V.D. ADJUSTMENT OF 1929. 10. LAWS SHOWN HEREON LIE WITHIN ZONEX ACCORDING TO THE. FLOW INSURANCE RATE MAP PANEL NOJ20205-02TN' -; DATED'AUGOST 19, 1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: APRIL 21. 1999 CERTIFICATION: IMPROVEMENTS, IF ANY, ARE A' ATED. NOT VALID WITHOUT THE S TIRE AND FITIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AAD R. GARY . BIRFORD, PROF AL SUN OR AM MAPPER ORICA REGISTRAT NO. 4901 P.O.B. 1 0 - SET 5/8' IRON ROO WITH CAP WITNESS CORNER LB 16674 a 1.0'OFFSET 0 - ELECTRIC SERVICE A - CATV ¢ - LIGHT POST SCALE: I• •`'d0 1631.63' z 0 0 A P.O.C. �— S.E. CORNER SEC. 27, TWP. 36S., RGE. 39E SHEET 2 OF 2 6273LS52era 4-21-99 90545 aN EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB N 6674 LN W Lawson, Noble 8 Webb, Inc. ENOIN EIPB PLANE Nf fle 9VNY file.. 5%MV Pt:caM Ba.-4 Sul: 9. Pa.I S.. L.. MI. 34986 (561) 878-17M -1m: (561) BTB-IB02 • mot ew-psbFr-ic,aam West Palm Beech • Port St. Lucia • Plantation PG: Y!. �eeMrr 0-gya5eoy5 LEGEND: a • DELTA ANGLE NR. - NOT RADIAL R/W - RIGHT-OF-WAY 0 - SET 5/8' IRON ROD L •ARC LENGTH OE. - OVERHANG E ASEMENT SAN. •SANITARY WITH CAP WITNESS CATV • CABLE TV ORE. • OVERHANG MAINTENANCE EASEMENT S.B.T. • SOUTHERN BELL TELEPHONE CORNER LB 06674 C.B. •CATCH BASIN O.R.O. • OFFICIAL RE CORD BOOK SF. -SQUARE FEET . ZOFFSET C.B.S. - CONCRETE BLOCK & STUCCO O/S • OFFSET T.OB. • TOP OF BANK 0 - ELECTRIC SERVICE E -CENTERLINE O.S. • OPEN SPACE TRACT TYP. -TYPICAL CATV CONC. • CONCRETE RE. - PLAT BOOK UE. • UTILITY EASEMENT U} - LIGHT POST COV. -COVERED P.C. - POINT OF CURVATURE ULF. • UPLAND PRESERVATION D.E. • DRAINAGE EASEMENT P.CP. - PERMANENT CONTROL POINT O • SET 5/8' IRON ROD WITH CAP Ni LB 6674 ELEV. • ELEVATION PDE. - PRIVATE DRAINAGE EASEMENT 0 • FOUND 5/8- IRON ROD WITH CAP No. 18 6674 E.OP, • EDGE OF PAVEMENT RGE. - PRIVATE GAS EASEMENT N • FOUND PERMANENT CON IDOL POINT E.O.W. - EDGE OF WATER PK. - PARKER KALON NAIL p • SET P-K NAIL WITH DISK NO. LB 6674 F.F. = FINISHED FLOOR P.O.& = POINT OF BEGINNING ♦ • FOUND P-K NAIL No. LB 6674 END. • FORD P.O.C. - POINT OF COMMENCEMENT O - WATER SERVICES F.P.E. • FLOOD PLAIN EASEMENT P.P. -POWER P0.I: M -VIATER VALVE FPL. • FLORIDA POWER & LIGHT PRM. • PERMANENT REFERENCE MONUMENT 0 - SANITARY SERVICE L.M.E. - LAKE MAINTENANCE EASEMENT PROP. - PROPOSED ❑ - FOUND PERMANENT REFERENCE MONUMENT 6674 I.S.S. • LANDSCAPE AND SIGNAGE EASEMENT P.T. - POINT OF TANGENCY 00 - EXISTING ELEVATION IN FEET M.H. •MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT \` MON • MONUMENT R - RADIUS 0.00 • PROPOSED ELEVATIONS IN FEET NG.VD. - NATIONAL GEODETIC VERTICAL DATUM RAG. • RADIAL I . DRAINAGE PLOW INDICATOR 1 1 � PROP. SCALE 1•30' PROP. C.B. I CS. .E I E '• PROP 1, U.Ery71,5 \O P�� PROP. 669 PROP. I C.B. I . 1 / 1 N77=57'30 3\.5' 09 1 44'•V 1 PROP. ,~o FORMBOARDS SO LOT 55 1.0• URlt •E 50 O 1 C r R 1 O rT N u N DRgE v I .o'n (n 0 O' N N y 1 A 1 ,A ~ FORMOOYROS. fNn B9 /L GO ff.ELEV.•29. \33' 0 t in m 1 1 \Ia PROP. wcy a M LOT 54 eD gOPROS p2.• q3 1 FORM Y 'Q� ,6 PROP. 29 B9 10 DRIVE o 1 6' fF V -QY It " D p TO � PROP, o PROP. DRIVE 1 yo 1 y o LOT 53 > On If w T.9' 50• 1 1 ON'RCS r C) 1 v S FOR , O 15. FF. ELEV..2999 u; • PgOP UHIT .B. 0. 1 8.3U' 1 ID 4x a'.89° S6'46"W 1631.63' POOP. 2-1 LOT 52 W_ 00N 50"W P.O.D. 1 577.57 a m At i 1 P.O.C. S.E. CORNER SEC. 27, TWP. SURVEYOR'S REPORT: 365., FILE. 39E 1. THIS SURVEY 15 PREPARED FOR RESERVE HOMES• LTD SHEET 2 OF 2 B273LS52.bwo 7-28-99 8n643 an EST AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY aF RECORD By THIS OFFICE. 3. VISIBLE ENCROACWENTS ARE AS SHOWN. 4. DERIPTION FURNISHED By CLIENT. ON MAP OF BOUNDARY SURVEY 5. NOTICE: THEM MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH 15 THE PROPERTY OF LAWSON. NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART Wit MOOT THE PERMISSION OF LAWSON. NOBLE & WEBS, SHOWN 7. BEARINGSGSSHOWN ON ME RASED ON THE NORTHERLY LINE OF PROP. LOT 55 HEREWNHERE CLIENT: RESERVE HOMES, LTD. WHICH BEARS N 77'5T'30-E AND ALL BEARINGS ARE. RELATIVE TO FLAT. B. BOUNDARY DIMENSIONS SIOWM1 AIDE PER RAT AND FIELD MEASUREMENT MESS OTHERWISENOTED`^ k NA.V.D. ADJUSTMENT 9. ELEVATIONS SHEFEO NR.ONfAE bASEtl LB N 6674 ��� THE FLOOD INSURANCE k ACCORDING FL COI 10. LANDS SHOWN HEREON LIE' N-F X ,DATED AUGURY 19, 1991 RATE MAP PMEL NQ, Y 5-02 , . 1 • • • • • • • • • • 0. AREASSHOWN.- IMPROVEMENTS B'i\f.U'-'PREIL SHOWN_ LBWSOII, & Webb, Inc. FIELD 12 BATEM FIELD SV;YEY: APRIL 21, 1999 12 . PI . Y... EnAuae ne Puxxana eaav eY ono 5%NW Peacock Bodr,wd, 5H1 %Fo•l St. Lwe. Floo, 34586 I\ _ 15611 DTB-qOO • Ioc t56D BTB-18O2. emti M-PSIeM-ie.oam CERTIFICA LQU.-? �• • •` West Palm Beach • Port St. Lucia • Plantation IMPROVEMENTS, IF ANY, ME AS LOCATED. REVISION FB/PG DATE BY CK'D DATE: 4/21/99 NOT VALID WITMOIIJ THE SIGNATURE.'6D TH, ORIGINAL Rp1SED SEp�j'�jAFLORIDA NO. 326T MM VUUV&A))UL 14UJ334ZIJU V-U2-94 MUM M IU M19975121 n58 P.7/9 U►IT 1a J7H .�?.000 1.500 NAILED 7.000 22,785 285 - " ----- CJS ---------------------------------------- 5.000 8.000 WALL 0.000 _---------------- -19-667 --------- 391 200 CJ5 5.000 1.500 NAILED 5.000 19.667 56 -200 CJ5 5.000 1.500 NAILED 5.000 21:951 193 --J3 -------1-3 C. ----000 ------ 8-.-000-------WALL-------- 0--.000 -------19--.-667--------291 ------------ --200------ V CJ3 3.000 1.500 NAILED 3.000 19.667 28 -200 CJ3 3.000 1.500 NAILED 3.000 21.118 101 ---------------- -CJl CJl --------- 1.000 1.000 -------- 8.000 1.500 ---------- WALL NAILED --------- 0.000 1.000 ----------------- -------- 19.667 243 TA+ -200 19.667 14 -200 CJ1 1.000 1.500 NAILED 1.000 20.285 49 ----------- -Vi ---------- 2.000 ---------------------------------------------------------- 24.000 WALL 0.000 24.906 220 ------------------------------------------------------------------------------- V2 4.000 48.000 WALL 0.000 24.073 424 ------------------------------------------------------------------------------- V3 6.000 72.000 WALL 0.000 23.240 644 ------------------ V4 0.000 ------------------------------------------------------------- 96.000 WALL 0.000 22.406 817 - ----------------------------------------------------------------------------- vs 10.000 120.000 WALL 0.000 21.573 1037 ------------------------------------------------------------------------------- V6 ------------------------------------------------------------------------------- 12.000 144.000 WALL 0.000 20.740 1257 TERM I To- g165S6dq,,S UPL-I=Te SCHE=uL m SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. or - 10-d NAILS REMARKS 0 450 TAPR21(o 4 O550 TAPR21<'o 4 0 SOO TAPR216 5 0 1100 T,4PR216 9 O1339 TAPR216 Im O2400 TAPR216 10 each 2 STRAPS O550 RTFDGA816 4 -7.2 -4 q 12� ,cg.,,k�.�� �.5'.col �,`M T�VI.��'✓�- ��IR/l 'T011�f-t .�bM,(�S - .h r MM UuUVOS50C 14U7334213B 07-02-99 10:10AM f0 15619975721 - u5B P.2/9 N� ee SUPPORT REPORT JOB DESCRIPTION: e=======ee= UNIT B mv= WIND CODE: SBCCI-1991 WIND MPH: 110 PE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# �p UPLFT.-# FG1 ------------------------------------------------------------------------------- 14.771 6.000 WALL 14.271 13.562 12964 4016 DETAIW -5170 .FG3 4.438 7.250 WALL 0.000 10.333 538 FG3 ------------------------------------------------------------------------------- 4.438 10.000 WALL 3.604 9.333 184 -180 A1 33.500 330.000 WALL 0.000 9.333 3424 -910 -Al 33.500 3.000 WALL 33.250 11.667 441 -900 ------------------------------------------------------------------------------- A2 33.500 8.000 WALL 0.000 9.333 1550 740 A2 33.500 8.000 WALL 26.833 9.333 2007 -860 3.000 WALL 33.250 11.667 308 fvt -A2-------33_500 A3 ----------------------------------------------------- 39.062 8.000 WALL 0.000 9.333 1404 ----_180--- -570 A3 39.062 8.000 WALL 26.833 9.333 2763 -990 A3 39.062 66.750 WALL 33.500 9.333 221 A -360 ------------------------------------------------------------------------------- A4 39.062 8.000 WALL 0.000 9.333 1105 -740 A4 39.062 65.814 WALL 26.833 9.333 2944 -1150 A4 39.062 3.000 HANGER 38.812 13.609 337 A -280 ------------------------------------------------------------------------------- A5 39.062 8.000 WALL 0.000 9.333 2257 D -1050 AS 39.062 3.000 HANGER 38.812 13.609 2131 V -1050 ------------------------------------------------------------------------------- A6 39.062 8.000 WALL 0.000 9.333 2256 -1050 A6 39.062 3.000 HANGER 38.812 13.609 2130 -1050 ------------------------------------------------------------------------------- A7 39.062 8.000 WALL 0.000 9.333 2256 -1050 A7 39.062 3.000 HANGER 3B.812 13.609 2130 -1050 ---------------------------------------------- AS 39.062 8.000 WALL 0.000 --------------------------------- 9.333 2256 -1050 A8 39.062 3.000 HANGER 38.812 13.609 2130 -1050 ------------- A9 ---------------- 39.333 8.000 -------------------------------------------------- WALL 7.833 9.333 2841 -1380 A9 39.333 3.000 HANGER 36.812 13.609 1546 -870 ------------------------------------------------------------------------------- A10 39.333 8.000 WALL 7.833 9.333 2855 F, -1380 A10 39.333 4.000 WALL 39.000 13.562 1562 Vv -870 ------------------------------------------------------------------------------- Cl 20.938 251.250 WALL 0.000 9.333 2287 F -2410 ------------------------------------------------------------------------------- C2 20,938 3.000 HANGER 0.000 9.333 1135 G -680 C2 20.938 3.250 WALL 20.667 17.463 1168 G -730 ---------------- C3 --------- 20.938 --------- 3.000 --------- HANGER --------- 0.000 ------- 9.333 -------G 1135 --- -_------ 680 C3 20.938 3.250 WALL 20.667 17.463 1168 G -730 ------------------------------------------------------------------------------- C4 20.938 3.000 HANGER 0.000 9.333 1143 6 -560 C4 20.938 3.250 WALL 20.667 13.562 1160 G -730 ------------------------------------------------------------------------------- 05 20.958 8.000 WALL 0.000 9.333 1242 (i -660 CS 20.956 3.500 WALL 20.667 13.562 1154 G -710 ------------------------------------------------------------------------------- D1 17.333 8.000 WALL 0.000 9.333 1711 G -670 D1 17.333 8.000 WALL 16.667 9.333 1688 (� -660 ---------------- D2 --------- 17.333 -------- 8.000 ---------- WALL --------- 0.000 ------- 9.333 ------- 5430 --------- -2030 D2 17.333 8.000 WALL 16.667 9.333 5763 F -2110 ------------------------------------------------------------------------------- El 8.000 96.000 WALL 0.000 19.667 880 4 -270 ------------------------- R6 7.333 ------------------------------------------------- 88.000 WALL 0.000 9.333 807 ----- -2740 ------------------------------------------------------------------------------- HR3 4.243 11.314 WALL 0.062 9.333 352 A -200 HR3 4.243 1.500 NAILED 4.243 9.333 34 A -200 HR3 4.243 1.500 NAILED 4.243 10.778 122 ---------------------- CJl 1.000 ----------------------------------------------- 8.000 WALL 0.000 19.667 243 --------- -200 CJl 1.000 1.500 NAILED 1.000 19.667 14 A -200 CJ1 1.000 1.500 NAILED 1.000 20.285 49 ----------------------'--------------------------------------------- J3D 3.000 8.000 WALL 0.000 9.333 291 --------- -200 J3D 3.000 1.500 NAILED 3.000 9.333 28 A -200 FROM 'DuOV&ASSOC 14073342138 07-02-99 10:10AM TO 15619975721 358 P.1/9 l t� DN IT ------------------------------------------------------------------------------- V10 9.938 53.000 WALL 0.062 10.944 639 V10 9.938 53.000 WALL 5.521 10.944 639 ------------------------------------------------------------------------------- V11 9.938 120.000 WALL 0.000 11.778 1280 ------------------------------------------------------------------------------- - V12 9.938 120.000 WALL 0.000 12.611 1086 Q -240 ---- ------------ V13 --------- 2.791 -------- 33.494 ---------- WALL --------- 0.000 --------------------------- 14.573 244 A -200 ------------------------------------------------------------------------------- -V14 4.791 57.495 WALL 0.000 13.740 448 A -200 ------------------------------------------------------------------------------- V15 6.791 81.496 WALL 0.000 12.906 698 eMr7TA1L5p -3960 ------------------------------------------------------------------------------- -V16 8.791 105.497 WALL 0.000 12.073 904 ------------------------------------------- V17 10.792 129.498 WALL - 0.000 - -------------------------------- 11.240 1124 ------------------------------------------------------------------------------- V18 12.792 152.000 WALL 0.125 10.458 1330 ------------------------------------------------------------------------------- V24 ------------------------------------------------------------------------------- 5.129 61.550 WALL 0.000 20.740 564 UPL.IPTS N41LINa SCi-4a=UL.r= SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF Im-d NAILS REMARKS O450 TAPR2J6 4 O550 TAFR216 4 00 - T.4DR21(-, 5 1100 TAPR216 9 O1339 TAPR216 10 O2400 TAPR2IC Im each 2 STRAPS O550 RTf=GAOI& 4 rrcuri uuuvffiFSiK 14073342138 07-02-99 10:11AM TO 15619975721 a58 P.4/9 SUPPORT REPORT JOB DESCRIPTION: IT WIND CODE: SBCCI-1991 WIND MPH: 110 BLD PE: CLOSED ...as.aaamasaia=xaxxca=acaa=aa-cccxcacvcaa--a---------a-vc�-ax--a=r.-GxGGGxGGGx=Gxx TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. REACT. MAX.+# MAX WIND UPLFT.-# `- E18_000 96.000 -------- --------------------------------------------------- WALL 0.000 19.667 880 A -270 -H8___-__-34.667 -------------------------------------------------- 416.000 WALL 0.000 19.667 3903 ---- -1710_-- - H9 H9 34.667 8.000 WALL 0.000 19.667 1964 ----------------- -910 34.667 8.000 WALL 34.000 19.667 1992 -180 H9 - --------------------------------------------------------------- 34.667 1.500 NAILED 34.542 18.167 284 F H10 34.667 8.000 WALL 0.000 19.667 1984 -- _2570--- -920 -H10-----34_667 ------------------- 3.000 HANGER 34.417 19.819 1919 -830 H11 34.667 8.000 --------- WALL --------- 0.000 -------------- 19.667 1998 ----------- i� Hll-_---34_667----3_000 ----- HANGER 34.417 20.228 1905 ri -840 H12 34.667 ----------------------------------------- 8.000 WALL 0.000 19.667 1998 ----------- -930 H12-_----34.667 ---- ------------------------------------------------------- 3.000 HANGER 34.417 20.642 1905 T% -840 H13 34.667 8.000 WALL 0.000 1-9.667 1998 ----------- -930 -H13-----34_667 ---------------------------------------------------- 3.000 HANGER 34.417 21.058 1906 9 -850 H14 34.667 8.000 WALL 0.000 19.667 1998 ------------- b -940 H14------34_667 3.000 HANGER 34.417 21.472 1905 p 860 H15 ----------------------------------------------------D 34.667 8.000 WALL 0.000 19.667 1998 -----860--- -940 HIS-34_667 --------- ---------------------------------------------------------------- 3.000 HANGER 34.417 21.429 1905 - H16 34.667 8.000 WALL 0.000 19.667 3926 -1730 H16-----_34.667 ---- -------------------------------------------------------- 3.000 HANGER 34.417 21.073 4138 K1 20.333 7.990 WALL 0.000 19.667 2279 ---_1780- d - -1020 Kl ------------------------------------------------------------------------------- 20.333 8.000 WALL 19.666 19.667 2279 p -1020 K2 20.333 8.000 WALL 00 17362 K2 ------------------------------------------------------------------------------- 20.333 19.666 19.667 $F.� DETAILS 3240 L1 4.333 8.000 WALL 0.000 9.333 455 A - Ll----__4_333 ---'- 1.500 NAILED 4.200 9.333 468 200 L2 ------------------------------------------------- 4.333 8.000 WALL 0.000 9.333 349 ------------- -180 -L2_----__-4_333 ------------- 1.500 NAILED 4.208 9.333 202 HR7K 9.899 11.314 ------'-------'------------------ WALL 0.062 19.667 ----------_180 1016 -520---- HR7K 9.899 1.500 NAILED 9.899 20.986 709 -470 HR7K 9.899 1.500 NAILED 9.899 22.797 333 ------------------------- HR3L 4.243 ---------------------------------------- 11.314 WALL 0.063 9.333 272 A -200 HR3L 4.243 1.500 NAILED 4.243 9.333 47 A -200 HR3L ----------------------------------------------------------------- 4.243 1.500 NAILED 4.243 10.778 160 J7K 7,000 8.000 WALL 0.000 19.667 481 A------------ -280 7.000 1.500 NAILED 7.000 20.986 96 -240 J7K 7.000 1.500 NAILED 7.000 22.785 282 ----------------------------------- J7K1 7.000 6.000 - WALL ----------------------------- 0.000 19.667 385 ---------- 1-80 J7K1 7.000 1.500 NAILED 7.000 21.042 95 A -240 J7K1 7.000 1.500 NAILED 7.000 22.785 290 ----------------------------------- J7K2 7.000 5.500 WALL 0.208 19.667 374 A -200 7.000 1.500 NAILED 7.000 20.986 94 A -240 7.000 1.500 NAILED 7.000 22.785 279 ------------------------------------------------------------------------------- J3L 3.000 8.000 WALL 0.000 9.333 203 -200 J3L 3.000 1.500 NAILED 3.000 9.333 32 -200 J3L 3.000 1.500 NAILED 3.000 10.785 117 --------------- CJSK --------------- 5.000 8.000 ------------- WALL ------------------------------------ 0.000 19.667 374 CJSK 5.000 1.500 NAILED 5,000 20.579 66 A -180 CJSK 5.000 1.500 NAILED 5.000 21.951 200 ---------------- CJSK1 --------- 5.000 -------- 5.500 ---------- WALL --------- 0.208 ------- 19.667 ------- 264 ----------- A CJSK1 5.000 1.500 NAILED 5.000 20.579 65 1ISO -80 CJ5K1 ----------------------------------------------------------------- 5.000 1.500 NAILED 5.000 21.951 198 -------------- ����• ����dn»�� 14V/!l4L1ltl U7-02-99 10:IUAM TO 15619975721 . 558 P3/9 IHyu - - J3D ------------------------------------------------ 3.000 1.500 NAILED 3.000 10.785 101 wVT 6'� D1 J3D1 3.000 3.000 5.500 1.500 WALL NAILED 0.208 3.000 ---- -------------------- 9.333 9.333 154 33 ---- 200 J3D1 ------------------------------------------------------------- 3.000 1.500 NAILED 3.000 10.785 120 200 --7--------8.000 ------------------------------------------------------------------- 96.000 WALL 0.000 ----- ------------- -VB- ---- 4_000 --------------------------------------------------------------- 48.000 WALL 0.000 ------ 21.517 --- 440 . V19------16_000- 192,000 -------------------------------------------------------------- WALL 0.000 10.128 1634 V20 --------------------- 12.000 144.000 WALL 0.000 10.962 1194 ,--21-------1_792 --------------------------------------------- 21_500 WALL 0.000 19.438 134 ------------- V22 ------------------------------------------------------------------------------- --- 3.792 ----------------------------------------- 45.500 WALL 0.000 11.326 338 ------ -- �r -200---- V23 ------------------------------------------------------------------------------- 5.792 69.500 WALL 0.000 10.493 574 UPL,Ir-T& N41L.INCO aCHd1�Ul� GRROUP TUPLIF7 MODEL ImNd NAILS REMAR�;a O450 TAPR21< 4 O550 TAPR216 4 O500 TAPR216 5 O1100 TAPR216 9 O1339 T,4PR216 10 O2400 T,4PR21Co 10 each 2 STFP,4F5 O550 RTFGASIC 4 u/-uc-Ji Lu:11FP1 IV 1Junulola aid V.0/y f-C a .. SUPPORT REPORT JOB DESCRIPTION: UNIT D WIND_ CODE__SECCI-1991 WIND MPH: 110a E_ CLOSED__ -c_ -__LDG_ - __-n-- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. MAX WIND DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# UPLFT.-# vmann�aasasaaaasmmo vmoavvoeseaemoo--sm®mm®e-------- aaaaanaaan�namvaaaann nanaan FG2 12.667 3.000 HANGER 0.000 8.333 2152 G -790 FG2 12.667 3.000 HANGER 12.417 8.333 2124 G -780 ------------------------------------------------------------------------------- F1 14.000 168.000 WALL 0.000 9.333 1630 G -760 F2 19.167 4.000 WALL 0.000 9.333 738 g -330 F2 19.167 8.314 WALL 13.307 9.333 1104 jA� -490 =F2-------19_167- 3.000 WALL 18.917 9.333 355 _200--- F3 ------------------------------------------------ 19.167 4.000 WALL 0.000 9.333 702 - -- /Z -330 F3 19.167 8.314 WALL 13.307 9.333 1232 B -490 F3---- 3.000 WALL 18.917 9.333 264------ - --19_167 F4 ------------------------------------------- 19.167 4.000 WALL 0.000 9.333 552 -----_200 --- F4 19.167 9.500 WALL 11.333 9.333 1294 $ -510 F4 19.167 3.000 WALL 18.917 9.333 353 A -240 ------------------------------------------------------------------------------- G1 26.667 8.000 WALL 0.000 19.667 3027 F, -1390 G1 26.667 8.000 WALL 26.000 19.667 3027 15 -1390 ------------------------------------------------------------------------------- G2 26.667 8.000 WALL 0.000 19.667 1557 G -730 G2 26.667 8.000 WALL 26.000 19.667 1557 G -730 ------------------------------------------------------------------------------- G3 26.667 8.000 13791 � dEMILy-5980 G3 26.667 8.000 WALL 26.000 19.667 - ------- 34.667 0.000 WALL 0.000 19.667 3951 F -1720 Hl 34"667 3.000 HANGER 34.417 19.667 4113 F -1780 ------------------------------------------------------------------------------- H2 34.667 B.000 WALL 0.000 19.667 2011 D -920 H2 34.667 3.000 HANGER 34.417 19.667 1693 p -860 ----------------------------------------------------------------------------`- H3 34.667 8.000 WALL 0.000 19.667 2011 - i� -910 H3 34.667 3.000 HANGER 34.417 19.667 1893 p -870 ------------------------------------------------------------------------------- H4 34.667 8.000 WALL 0.000 19.667 2010 p -910 H4 34.667 3.000 HANGER 34.417 19.667 1893 p -860 -HS--------- -----7------ 34.66 --------- 8.000 ------------------------------------------------- WALL 0.000 19.667 1999 -920 HS 34.667 3.000 HANGER 34.417 19.667 1905 -840 ------------------------------------------------------------------------------- H6 34.667 0.000 WALL 0.000 19.667 1999 p -920 H6 ------------------------------------------------------------------------------- 34.667 3.000 HANGER 34.417 19.667 1905 p -830 H7 34.667 8.000 WALL 0.000 19.667 1999 P -920 H7 34.667 3.000 HANGER 34.417 19.667 1905 p -830 ------------------------------------------------------------------------------- R1 7.000 8.000 WALL 0.000 9.333 489 A -230 R1 7.000 3.000 HANGER 6.750 9.333 355 A -240 --^---^_--.. R2 -----..------------------------------------------------- 7.000 8.000 WALL 0.000 9.333 497 At -270 R2 7.000 3.000 NAILED 7.000 10.333 23 A -230 R2 7.000 1.500 NAILED 7.000 12.451 340 ------------------------------------------------------------------------------- R3 7.000 8.000 WALL 0.000 9.333 497 -240 R3 7.000 3.000 NAILED 7.000 9.396 43 -250 R3 7.000 3.500 NAILED 7.000 12.451 320 ---------------- R4 --------- 7.000 -------- 3.250 ---------- WALL --------- 0.000 --------------------------- 9.333 489 -230 R4 7.000 1.500 NAILED 6.875 9.333 355 A -240 - ----------------------------------------------------------------------------- Rs 7.000 84.000 WALL 0.000 9.333 844 6ES MCAW-2 -3190 ------------------------------------------------------------------------------- HR7 9.899 11.314 WALL 0.063 19.667 925 A -460 HR7 9.899 1.500 NAILED 9.899 19.667 671 -450 HR7 9.899 1.500 NAILED 9.899 22.778 291 'A ------------------------------------------------------------------------------- J7 7.000 8.000 WALL 0.000 19.667 497 A -230 J7 7.000 1.500 NAILED 7.000 19.667 85 A -240 77 7.000 1.500 NAILED 7.000 22.785 276 J7H 7.000 8.000 WALL 0.000 19.667 397 A -200 7.000 1.500 NAILED 7.000 19.667 88 A -240 fROM ' DUOVCASSOC 14073342138 07-02-99 10:11AM TO 15619975721 Uu VT-Gi� 1. .1 U58 P.5l9 CJ3K 3.000 8.000 WALL 0.000 19.667 270 -180 CJ3K 3.000 1.500 NAILED 3.000 20.162 35 -180 CJ3K 3.000 1.500 NAILED 3.000 21.118 115 '--------------- CJ3K1 --------- 3.000 --------'---- 5.500 WALL -------------- 0.208 ------- 19.667 ---------- 154 -------- 0 CJ3K1, 3.00.0 1.500 NAILED 3.000 20.162 37 A _18 CJ3K1 3.000 1.500 NAILED 3.000 21.118 117 ---------------- CJ1 --------- 1.000 -------- 8.000 ---------- WALL --------- 0.000 ------- 19.667 ---------- 243 -------- -200 CJ1 1.000 1.500 NAILED 1.000 19.667 14 -200 CJl 1.000 1.500 NAILED 1.000 20.285 49 --------------------------------------------------------------------- CJ1K 1.000 8.000 WALL 0.000 19.667 268 - ----- CJ1K 1.000 1.500 NAILED 1.000 19.746 11 A -200 CJ1K 1.000 1.500 NAILED 1.000 20.285 45 -------------------------------------------------------------------- --------- CJ1L 1.000 8.000 WALL 0.000 9.333 103 -200 CJ1L 1.000 1.500 NAILED 1.000 9.333 7 -200 CJ1L 1.000 1.500 NAILED 1.000 9.951 23 ------------------------------------------------------------------------------- V8 ------------------------------------------------------------------------------- 4.000 48.000 WALL 0.000 21.017 440 UP1�11=`�<� SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10-d NAILS REM RKS 454: TA�R216 � O550 TAPR216 4 G� Sm0 TAPR216 5 O1100 TAPR216 9 O1339 TAPR216 10 0 2400 TAI R21/o IUD each 2 SIRAPS O550 RTF=G,4816 4 •. nyt Itv? v vamammaam__x__a__a__a_..-___x_____xxvc__oevcccv SUPPORT REPORT JOB DESCRIPTION: a==v vxcxsssvvvvx=nvvvvvaevsv UNIT UNIT WIND CODE: SBCCI-1991 WIND MPH: 110 YPE: CLOSED c=ecvm=cvssaannvaav=saaaevss=asxaaavxmaxcccxsgccaoavcxccooeevaccccrsoescxcmcxxm TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. MAX WINS DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# UPLFT.-# v nvannnnxvsnnnnsavn=sane=x--sas3as--sa-_sx_______axxxcxc-____cxx______xcmm¢aaa FG1 14.771 7.250 WALL 0.000 F01 14.771 5.000 WALL 16.604 9333 13..562 11992� 13639 1aETA�L� -4620 -5430 ---------------------------------------------------------------- FG3 4.438 7-.250 WALL 0.000 10.333 538 ------------- -240 FG3 4.438 10.000 WALL 3.604 9.333 184 -180 -------------------------------------------------------------------------^----- Al 33.500 16.000 WALL 0.000 9.333 482 -900 Al 33.500 236.000 WALL 7.833 9.333 2930 -90 JAl 33.500 3.000 WALL 33.250 11.667 453 ------------------------------------------------ A2 33.500 8.000 WALL 7.033 9.333 ---------- 2241 --------- 1-1-2-0 A2 33.500 8.000 WALL 26.833 9.333 1306 G -650 A2 33.500 3.250 WALL 33.229 11.667 323 A -180 ---------------- A3 --------- 39.063 -------- 8.000 ---------- WALL --------- 7.833 ------- 9.333 ----- 2812 -------- -1290 A3 39.063 66.250 WALL 33.542 9.333 1575 -870 ---------------- A4 --------- 39.063 -------- 8.000 ---------- WALL --------- 7.833 ------- 9.333 ----------------- 2841 --- -1380 A4 39.063 3.000 HANGER 38.813 13.609 1546 -870 - ----------------------------------------------------------------------------- AS 39.063 8.000 WALL 7.833 9.333 2841 -1380 AS 39.063 3.000 HANGER 38.813 13.609 1546 -870 ------------------------------------------------------------------------------- A6 39.063 8.000 WALL 7.033 9.333 2841 D -13360 A6 39.063 3.000 HANGER 38.813 13.609 1546 -870 ---7 -------- A 3-9-.-063 ------- B-.--000------ WALL --------- 'J-.--833 ------ 9-.-333------ 2841--------- � -------- -1380---- A7 39.063 3.000 HANGER 38.813 13.609 1546 0 -870 ---------- AB -------- 39.062 --------- 8.000 -------- WALL ---------- 0.000 --------- 9.333 ---------- 2256 - ---- D ---------- -1050 A8 --------------------- 39.062 3.000 HANGER 38.812 13.609 2130 -1050 A9 39.062 --------------------- 8.000 WALL ------------------------------------- 0.000 9.333 2271 D -1050 A9 39.062 4.000 WALL 39.000 13.562 2145 ]j -1050 ------------------------------------------------------------------------------- A10 39.092 8.000 WALL 0.000 9.333 2271 D -1050 A10 4.000 WALL 39.000 23.562 2145 j� -1050 ----- -----39_062--- All 39.062 ------------------------------------------------------------ 8.000 WALL 0.000 9.333 2271 -1050 All WALL 39.000 13.562 2145-------------1050- -39_062----4_000 --------- C1 20.938 ------- 251.250 -------- WALL --------- 0.000 ------------- 9.333 2287 F -- -2410 ----------------------------- C2 20.938 3.000 --------- HANGER --------------------------- 0.000 9.333 1135 -------- G -680------ C2 20.938 3.250 WALL 20.667 17.463 1168 G -730 ---------------- C3 --------- 20.938 --------- 3.000 --------- HANGER --------- 0.000 ------- 9.333 ------------------ 1135 G -68--0 C3 20.938 3.250 WALL 20.667 17,463 1168 G -730 -c------------- -------------------------------------------------- 20.958 -------------- C4 3.500 WALL 20.667 13.562 1154 li -710 -----------------------------------------------------------------G D1 17.333 8.000 WALL 0.000 9.333 1711 -----_------ 670 D1 17.333 8.000 WALL 16.667 9.333 1688 L -660 ----------- D2 ----------- 17.333 8.000 -----.._..---- WALL 01000 - 9.333 - - 5430 - - -2030 D2 17.333 8.000 WALL 16.667 9.333 5763 F 2110 ---------------- E1 --------- 8.000 ----- 96.000 --- ---------- WALL --------- 0.000 ------- 19.667 ------77,, 880 ------------ pi -270 ------------------------------------------------------------------------------- R6 7.333 88.000 WALL 0.000 9.333 807 t= -2740 ------------------------------------------------------------------------------- HR3 4.243 11.314 WALL 0.062 9.333 352 At -200 HR3 4.243 1.500 NAILED 4.243 9.333 34 A -200 HR3 4.243 1.500 NAILED 4.243 10.778 122 ------------------------------------------------------------------------------- CJl 1.000 8.000 WALL 0.000 19.667 243 A -200 CJ1 1.000 1.500 NAILED 1.000 19.667 14 -200 CJl 1.000 1.500 NAILED 1.000 20.285 49 A ----------- J3D J3D ------------------ 3.000 3.000 8.000 1.500 ------------------------------------- WALL NAILED 0.000 3.000 9.333 9.333 291 28 ------------ A J3D 3.000 1.500 NAILED 3.000 10.785 101 -200 7• q9 I X-TEuL -[ow tic 00 r,4� IJ U6- 7'8'. NQCFI.7' INCCNC.4• .77M 4• 7'DER 1/4' TNILK PLATE L NMR 4'S 155 Mil . DIA FER hfR —SEE OLTS (3)V7' DIA / EO. p �-GIRDER TRU55 •IRDER ANCFAORri E1YBID.6 • •IN J(2 CLNG4- 7'7M. SOLID BLOCKING AS R M. 16 GA MTL STRAPS *(16d )NAILS EO.B l7 wFACE GF COL" SEE COLEM 5CNIDULE STO GIRDER EA SIDE DIA LLEGri A4CNOR5 r(115/e' 7'4'MM CENTER ON COLLM4 W/� � E7IBEDhIENT TiP. PLAN A--N . 11CI IJID (7J Vl' DIA — SEASEE T COL" TH!�WN BOLTS 5EECOEME 114- s SECTION SIDE VIEW 4- aI aI CONNECTION DETAIL PGONNECTION DETAIL CONNECTION DETAIL PRE-EWG WOOD TRUSSES VV (4 )NAILS EA LADE V4• A-36 STEEL PLATE FRE-EWiMEERED WOOD ALL PLATES UELDED RCCF TR1S5 •74' O/C W RILL PVETRATICN WELD. SMIPSGN MIT188 (715/S• DIA (5' EMBID. J SMIFSCN'iNG7A' TRIM E70-ANSIM ANrQ (SEE SCFL FOR NAILMG) GIRDER HAZER LW :° 6' MML SIBEDYENT (7) 3/4' DIA ME. INTO • • COLLM (40 EMMD-) F, 410-hVd NAILS INTO ° VARIES CCORDINATE GIBER TRUSS SIDE 7 W. 7 Vl' W TRL15S I M CCNC, TIE 5EA"1 ° TIE -BEAK OR BGND BEAK UPLIFT VALUES Fib-DYs LLGIOf>--i�� GIRDER TRUSS +�^^�= (7) VT' DIA MCNOR BOLTS 3580' (7) 5/S'DIA ANCHOR BOLTS 5040' (7)3/4' DIA N#-NOR BOLTS 5040' ALT DETAIL 3 OR 4 PEMBER Gam` (JL (7) IV DIA ANOAOR 5TS 3580' T�,� ANCHOR 7 FASTEFERS ALLAWIBLE LOADS 1 FLY 3/4- 74-10d x 1-1? 3465 L&5. 7 qY 3/4' 14-Ibd x 7-1/1 4370 LBS. 3 PLY 3/4• 74-Ibd 4370 LBS. (7)5Ad' DVt AM:IOR BOL l° 0 (7) 3/4-DIA MCN-R BOLTS TI60' AI a)CONNECTION CONNECTION DETAILCONNECTION DETAIL DETAIL • ! , l I► 4 ne 1Z i �- z11 FI -4- --+7 �T � �Om�� G vAwfu2 F-ACI lL 41211 t4. Ng A h+� M+r-, w41012 ' rV,ct.,t 4.i1 V io�I `494Ti o 0 Cod YvI Tows a4o J I, a3e1z1 FGg . It it ITON9 60mr12 RAN c aA,31/wl�� ZIORX(?L) aif- -ol �Qp-o 7(141?ot