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Permits 1487 Laurel Way (vault folder) i L ` t1 ji DEPARTMENT OF PUBLIC WORKS c� lv �� 1200 SANDPIPER LANE .) ATLANTIC BEACH, FLORIDA 32233 -4318 - ^' f� TELEPHONE (904) 247 -5834 a _ S1 FAX: (904) 247 -5843 �.},. SUNCOM: 852 -5834 \ � `k ' f"�`' http: / /ci.atlantic- beach.fl.us —TM TY PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 09-- '-c 2-4 e7 Applicant: IlUIPlorCt (....):DY'1 .__1_,-') C _ Address: 1 L LJtLti 1 WO L Project: N .I J w' F fl/Q._, v Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: - -- 4- S-eu e A. s• //34/W/ #,P6/, 'i re / /2eedeci ‘Pi,��f c te/ pi^,SS'rit 1e , ,..{. 2 ,- 7 e c,LIC/o ` ►a4 ,4X' ` -i--/vc.,) pi- 'e!/- ei- 7,1-ci- ein fit_ - 7- - 'S/ 6, c'ee-6; . j_ �! R �ica ►ii i �. i fl / Aar t Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Review d by Donna Kal zniak, Public Utilities Director e °' — c Date // / 1 a 7 " L Signature I Contractor Notified Date // 72 7 / ). per+ •( ' Tr, TNTR 9 nr ° NO/ 9 6 1002 BY: ar City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE - FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION DATE ///c90/0 a APPLICANT 404 1 i i i 1 . ADDRESS 1 r ats , ltWt / PHONE: 462 ( /47 PP > ADDRESS WHERE WORK IS TO BE PERFORME 7 (Vir / VUov PROPERTY APPRAISER'S REAL ESTATE NUMBER ZONING DISTRICT RS ry CONTRACTOR /1., . , /A- STATE LICENSE NUMB / E A R ADDRESS ✓ Jr,/ / PHONE �� Tt�/ �222 CITY STATE ZIP i���C� ►_ 3 FAX 9/X-i aL (7-7Jace, DESCRIBE PROPOS D US AND WORK TO BE DONE / VCU, S / � /( / jdc ► a wel //n -rn/ PRESENT USE OF LAND OR BUILDING(S) AJD VALUATION OF PROPOSED CONSTRUCTION o2 00 600 106 Is this an addition? Ho If yes, what are the dimensions of the added space: ---- feet by -fit Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating / air conditioning? " Is approval or Homeowner's Association or other private entity required? NO If yes, please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 12/05/01 • 4 f fir. /r DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE �ZY ..•_ lf ATLANTIC BEACH, FLORIDA 32233 -4318 ,y, TELEPHONE (904) 247 -5834 y 1 ) FAX: (904) 247 -5843 SUNCOM: 852 -5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # (92-" 2 -c" 2- 1 Applicant: 13 ( t C 0 I _ Address: 14 L tLLre,,( [,JCtL.1 Project: 14 -L4J 6 Fj LI Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: # , ..., ,..,...„- _ � - - - - I.- y , ....fir + .ice I T / r - • i?� -� ,jq aptoved iii accatioinCP u> Pulsed pia Bided 12S/d 2 (As 'ii) /' Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works -- -'__.. Date 1 z 4'Z, Signature Contractor Notified Date /4 -,. -- .O 00 :l O. 5. 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E 4 y ^' a°�o 5 5 a �� c (-1- 5 • $ 0 R n g n E . w o o a 4.0 8 PE" 5 0 A- o w o� °a F e o 5 °=• 8c^ 0 O 5 s a m• a a O. m n ' 11- 'O g y g ` q �l i.1 .4 - g, a w - 5 5 „ A' W r < m ° w 'm o a. n " Q @g `3 � o g - o a 4... X n 8 E —r. 2 4. a U ( N q % :',' E g ry iy l if e ii f 1 if l /V ' V 0 0 0 0 0 0 0 0 00 z 0 0 0 0 0 0 " 0 000000 0 0 0 0 z z z x ztzzz r a z� �] z z z z x � a z a a z z > > a V" �z zz >6» z a a> a a • WATER IMPACT FEE WORK SHEET ADDRESS: f 4,:r /4 4 .Y _. / v F tc� v DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial .3 Automatic clothes washers, residential 2 1 Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 ;2- / Z— . Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 / Drinking fountain/1 i c n r} cX E. o _ 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and /or dishwasher 2 Laundry tray (1 or 2 compartments) 2 I` Lavatory 1. Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or Tess 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 1 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTAL $ ■c9O In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre - construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER CP -_ ._ .,. DATE / i a 610 0" SIGNATURE OF CONTRACTO 2 CO DATE 11 c PC9A ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME A I / 0 k w� _ �� MAILING ADDRESS j� / S_I l � IE 1 l� I 1�� PHONE a4 P 7 - 3 7 FAX • L"�F /. E -MAIL OIL iA' LIM rii fiv 1 / SWORN AND SUBSCRIBED BEFORE ME THIS e ?(l/A DAY OF No v8 be_ r c olo, STATE OF FLORIDA, COUNTY OF DUVAL `� ,� NOTARY'S SIGNATURE C % (Y (2k) AS TO OWNER: Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Personally known ❑ Produced identification Type of identification produced 12/05/01 • 4 NOTICE OF CONIMENC:E'MENT Building Permit No. Book 10674 Page 50 Tax Folio Nn. STATE OF FLORIDA COUNTY OF DUVAL (Do not re in this blank area Reserved fin- recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will he made to certain real property, and in accordance with Chapter 713, Florida Statutes, the .fallowing information is provided in this Notice of Commencement 1. Description of Property: (Legal description of the property and street address. if a vailable). Lot 2, HIDDEN PARADISE, according to the plat thereof, as recorded in Plat Book 54, pages 97. 97A and 97R, of the current Public Records of Duval County, Florida. 2. General Description of Improvements: Construction of a single family residence. 3. Owner Information: a. Name and address: Besicon,Inc. 1440 South Beach Parkway p �� 2 Jacksonville, Florida 322 .50 gook: 1%W46591 a / Pile A Recorded h. Interest in [ (1 fi ed t 09/20/200a 11:03:55 AN Fee simple. JIM FULLER CLERK CIRCUIT COURT c Name and address of lee simple titleholder (tf er): $ 1.00 COPY FEE f 1.00 4. Contractor: (name and address) CERTIFY $ 1.00 Bestcon,lnc, RECORAINO $ 5.00 2440 South Beach Parkway Jacksonville, Florida 32250 S. Srtrety: " l a. Name and address �f�/ t / b Amount of bond S Teal 1 t / .) 910 , u 6. Lender Information: � 1 ) a. Name and address: ^�� .SunTrust Bank � jJj/�{ �i . 200 West Forsyth Street � Jacksonville, FL 32202 ' �, 7 h NOTICE OF COMMENCEMENT Building Permit No. Tax Folio No. Book 10674 Page 50 .STATE OF FLORIDA COUNTY OF DUVAL 1 ( -r (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will he made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description o f Property: (Legal description of the property and street address, if available). Lot 2, HIDDEN PARADISE, according to the plat thereof, as recorded in Plat Book 54, pages 97, 97A and 9713, of the current Public Records of Duval County, Florida. 2. General Description of Improvements. Construction of a single firmly residence. 3. Owner Information: a. Name and address: Bestcon,Inc. 2440 South Beach Parkway Jacksonville, Florida 32250 BOak =2i0006%6591 Ov/ h. Interest in property: 1"i Ied pil!e 50 ( (S! !Recorded 09/20/2002 11:03:55 AM (y. Fee simple. JIM FALLER CLERK Y IT COURT c Name and address o,/ fee .simple titleholder Of of i rter): $ 1.00 COPY fEE $ 1.00 4. Contractor: (name and address) CERTIFY 3 1.00 Bestcon,lnc, RECORDING $ 5.00 2440 South Beach Parkway Jacksonville, Florida 32250 5. Surety: a Name and address - 110 t b Amount of bond S._ 11.1e41-1 1 �f I ,6 G. Lender Informative: a0 �� /� �' "� a. Name and address: r /'/46° , v` 61 SunTrust Bank r' z ) CaA ' 200 West Forsytlt Street ' J Jacksonville, FL 32202 22z -'- h. Designated Contact: Darlene Riggs 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may he served as provided by Section 713.13 (I)(a)7, Florida Statutes: (Name and address) Lynn Vermilya SunTrust Bank, 200 West Forsyth Street Jacksonville, FL 32202 8. In addition to himself,` Owner designate Darlene Riggs of Sun'lrust Bank, to receive a copy of the Lienor's Notice as provided in Section 7 /3.13 (a)(b). Florida Statutes. 9. Expiration date of Notice of Commencement (The expiration date is One (/1 fear from the date of recording unless a different date is specified). Other expiration date: December 31, 2003 BE..STC01 1 1 By • _ row. , .. fir' j - ..�.. Pau! .Nichols, Its President STATE OF FLORIDA COUNTY OF DUVAL / This foregoing instrument was acknowledeed before me r{,i ' 1 1 dnu ,.r r '01141n c_ .._ _.... i CITY OF ATLANTIC BEACH LA P1 fe 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 4 r tsy TELEPH OM: (904) 852 5800 247 -5800 ' .- y . )' FAX: (904) 247 -5805 `. • S - , , = f A- http: / /ci.atlantic- beach.fl.us -4e t PLAN REVIEW COMMENTS Permit Application # Q 'SS 21-1 - ] Q Applicant: � J ��� � � � , , T 1, ‘ �0 Address: L3 L �--a W Project: z t JCA» /e.--- w Your application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by Signed - gL,/ ,0 Date /�-S � L— Contractor Notified Date ROM :CLARSON &ASSOCIATES FAX NO :904 396 2633 Oct. 24 2002 08:53AM P1 MAP SHOWING PLOT PLAN OF LOT 2 AS SHOWN ON MAP OF HIDDEN PARADISE FLORIDA. FOR BEST CON, INC AS RECORDED IN PLAT BOOK 54. PAGES 9 1 THROUGH C URRENT PUBUC RECORDS Of DUVAL COUN BEARING REFERENCE: BEARING SHOWN ON RIGHT -OF - WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. v . . z �w L O T 1 u( - rT SO1i1'11 " ` ��j . - - -- 59.03' x 7 1 1 R EA EENT D pAWnr..c- - I-- - ) � `` ' " " " - -, EASEMENT � 13 "LLIVE OAK (S -WATER 0AK0 -• 1 t 6 "WATER OAK -- r� 1 - �/" WATER OAK E "WATER OAV. , ,^.T_ 1 - \ 1 7c 1 og /�/ 431 'OAK 20' BRL 0 II 1' O t 35.0 Q ' W 7 WATER OAK w a 7 a o N 'I (0 1 a "WATER onK I ►r ..., 0 , , I r N N 0 > Z 1 ° PROPOSED DWELLING eF 0 nN ItCL(10.0) � I r W o Li `` x w A/c I n w tY F f' - 1 1 p F- 1 0 z 0 6.0' Ig �� O ? 0 1 }-( I� L' J ,- 1 10 "LIVE 3 l - 2 J ix' I� W O f 6,0' 10 ° I � � Z W • .o NIK • fY. ,... ,, , -J W /n u .1i � • Y O �. c M< i O I UD Z 2 1 a' 26.0' I .0' K S r-.. g _ .. -' 20' Et 1, 11 u uJ W 1 ' I p a *..8 , o 5' S' UAK ••LAUI*- u ['8, 0 8 "we�Te.l. OAK g m i ".n N01 W 6 F • NO SIDEWALK REQUIRED NOTICE OF COM1JMENC.EMENT Building Permit No. Book 106 74 Page 50 Tax Folio No. STATE OF FLORIDA COUNTY OF DIJVAL O F.1 (Do not }vrile in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will he made to certain real property, and in accordance with Chapter 713, Florida Statutes, the ,fallowing information is provided in this Notice of Commencement. /. Description of Property: (Legal description of the property and street address. if available). Lot 2, HIDDEN PARADISE, according to the plat thereof, as recorded' in Plat Book 54, pages 97. 97A and 9713, of the current Public Records of Duval County, Florida. 2. (ieneral Description of Improvements: Construction of a single firnnl.v residence. 3. Owner Information: a. Name and address: Bestcon,Inc. 2440 South Beach Parkway �� Jacksonville, Florida 32250 8 pp glt :ei00'f4659 / ro ert Pil & h. Interest in Re property: 1 Filed ai Recorded 09 /20/2002 11:03:55 AN Lee simple. JIM FULLER CLERK CIRCUIT COURT Name and address of lee simple titleholder Of pi p COUNTY er): 3 1.00 COPY FEE $ 1.00 4. Contractor: (name and address) CERTIFY $ 1.00 CECTINB 5.00 Bestcon,Inc, 2440 South Beach Parkway Jacksonville, Florida 32250 J /� 5. Surety: i V a. Name and address' b Amount of bond $ (f- G. L.enderInformation: !] a- Name and address: f SunTrust Bank c ' } (r 200 West Forsyth Street ` ur t a As Ina IGuno3 pue l!non0'va!Q a311n3 It — CQ OL , Q t o una�! Ae to s e pu o '81I1nuos)aet ' a a )Jaial ees pue puey,tw pop pue a3i SS3Ntpu 'PRA 'klun U P o! IIn1 u! g! awes 041 pue _°. leAnQ to UfO3 Pain Jo 4JBia a411a asjla 0yl u! alb pue prom uo steedde l! se leu!6!jo 04110 ddoo 1391100 p en4 a s! 6ulo6afol pue uftwit 841 A3112:30 A83a3H 00 'epPo13 AwnoQ tuna lmo3 P03113 0 411 0 Vela a3NIsa3aNn 3HL A1Nn0a'Iwo bQlaQ13 3C1 FORM 600A -2001 • . , FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 2 Hidden Paradise Builder: Bestcon Address: Lt 2 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 48.0 kBtu/hr - 3. Number of units, if multi- family 1 - SEER: 10.00 - 4. Number of Bedrooms 3 b. N/A - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft 2279 ft c. N/A 7. Glass area & type - - a. Clear - single pane 0.0 ft' - 13. Heating systems b. Clear - double pane 334.0 ft= a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 7.20 _ d. Tint /other SHGC - double pane 0.0 ft' b. N/A - 8. Floor types - - a. Slab -On -Grade Edge Insulation R =0.0, 163.0(p) ft - c. N/A - b. Raised Wood, Adjacent R =19.0, 130.0ft _ - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Exterior R=11.0, 1640.0 ft - EF: 0.91 b. Frame, Wood, Adjacent R=11.0, 172.0 ft' b. N/A - c. N/A - d. N/A _ c. Conservation credits - e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1195.0 ft' 15. HVAC credits PT, - b. Single Assembly R =19.0, 528.0 ft' (CF- Ceiling fan, CV -Cross ventilation, c. Under Attic R =19.0, 250.0 ft HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 100.0 ft MZ -C- Multizone cooling, b. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 50.0 ft MZ -H- Multizone heating) Total as -built points: 31394 PASS Glass /Floor Area: 0.15 Total base points: 31488 I hereby certify that the plans and specifications covered Review of the plans and olE STA F . by this calculation are in compliance with the Florida specifications covered by this . o ?,, T o c alculation indicates compliance y � '` • ,,; °'" ' . � Energy Code. e ` .. PREPARED BY: QININvi 41 jc, with the Florida Energy Code. .. '4 Before construction is completed 0 ��,I II DATE: 10 L • 01- this building will be inspected for * I, ' ' • I hereby certify compliance with Section 553.908 f 4; .. c that this buil•i •, as desi. -e• in a r compliance +•i- Flo id „i - y C'• r. / Florida Statutes. °D OWN �C�� -.l . / BUILDING OFFICIAL: ° 1 . DATE: / akifhP, DATE: I"' --,..,o EnergyGauge® (Version: FLR1PB v3.21) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT #: I • BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 2279.0 20.04 8220.8 Double, Clear NE 1.3 5.3 39.0 28.72 0.92 1034.7 Double, Clear NE 1.3 3.0 4.0 28.72 0.80 91.7 Double, Clear NW 7.8 6.0 30.0 25.46 0.60 454.9 Double, Clear N 6.0 7.0 6.0 19.22 0.73 84.6 Double, Clear SW 1.3 15.0 9.0 38.46 1.00 345.6 Double, Clear SW 1.3 15.0 4.0 38.46 1.00 153.6 Double, Clear SW 1.3 16.5 30.0 38.46 1.00 1152.2 Double, Clear SE 1.3 22.0 30.0 40.86 1.00 1224.9 Double, Clear SE 1.3 18.5 64.0 40.86 1.00 2612.6 Double, Clear SE 1.3 9.0 34.0 40.86 0.98 1361.0 Double, Clear H 0.0 0.0 8.0 72.73 1.00 581.9 Double, Clear NW 1.3 3.0 10.0 25.46 0.82 208.1 Double, Clear SW 1.3 6.0 30.0 38.46 0.92 1058.6 Double, Clear SW 1.3 4.0 6.0 38.46 0.81 187.6 Double, Clear SE 1.3 6.0 30.0 40.86 0.92 1123.2 As -Built Total: 334.0 11675.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 172.0 0.70 120.4 Frame, Wood, Exterior 11.0 1640.0 1.70 2788.0 Exterior 1640.0 1.70 2788.0 Frame, Wood, Adjacent 11.0 172.0 0.70 120.4 Base Total: 1812.0 2908.4 As -Built Total: 1812.0 2908.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As -Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1677.0 1.73 2901.2 Under Attic 30.0 1195.0 1.73 X 1.00 2067.4 Single Assembly 19.0 528.0 5.64 X 1.00 2977.9 Under Attic 19.0 250.0 2.34 X 1.00 585.0 Base Total: 1677.0 2901.2 As -Built Total: 1973.0 5630.3 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 163.0(p) -37.0 - 6031.0 Slab -On -Grade Edge Insulation 0.0 163.0(p -41.20 - 6715.6 Raised 130.0 -3.99 -518.7 Raised Wood, Adjacent 19.0 130.0 0.40 52.0 Base Total: - 6549.7 As -Built Total: 293.0 - 6663.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 2279.0 10.21 23268.6 2279.0 10.21 23268.6 Summer Base Points: 30915.3 Summer As -Built Points: 36984.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 36984.9 1.000 (1.090 x 1.147 x 1.00) 0.341 0.950 14602.8 30915.3 0.4266 13188.5 36984.9 1.00 1.218 0.341 0.950 14602.8 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT #: • BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 2279.0 12.74 5226.2 Double, Clear NE 1.3 5.3 39.0 13.40 1.01 525.6 Double, Clear NE 1.3 3.0 4.0 13.40 1.02 54.7 Double, Clear NW 7.8 6.0 30.0 14.03 1.03 432.8 Double, Clear N 6.0 7.0 6.0 14.30 1.02 87.2 Double, Clear SW 1.3 15.0 9.0 7.17 1.00 64.8 Double, Clear SW 1.3 15.0 4.0 7.17 1.00 28.8 Double, Clear SW 1.3 16.5 30.0 7.17 1.00 215.9 Double, Clear SE 1.3 22.0 30.0 5.33 1.01 161.1 Double, Clear SE 1.3 18.5 64.0 5.33 1.01 344.2 Double, Clear SE 1.3 9.0 34.0 5.33 1.03 186.1 Double, Clear H 0.0 0.0 8.0 8.45 1.00 67.6 Double, Clear NW 1.3 3.0 10.0 14.03 1.01 141.8 Double, Clear SW 1.3 6.0 30.0 7.17 1.04 224.4 Double, Clear SW 1.3 4.0 6.0 7.17 1.11 47.6 Double, Clear SE 1.3 6.0 30.0 5.33 1.07 171.4 As -Built Total: 334.0 2754.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 172.0 3.60 619.2 Frame, Wood, Exterior 11.0 1640.0 3.70 6068.0 Exterior 1640.0 3.70 6068.0 Frame, Wood, Adjacent 11.0 172.0 3.60 619.2 Base Total: 1812.0 6687.2 As -Built Total: 1812.0 6687.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As -Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1677.0 2.05 3437.8 Under Attic 30.0 1195.0 2.05 X 1.00 2449.8 Single Assembly 19.0 528.0 1.86 X 1.00 982.1 Under Attic 19.0 250.0 2.70 X 1.00 675.0 Base Total: 1677.0 3437.8 As -Built Total: 1973.0 4106.8 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details f ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 163.0(p) 8.9 1450.7 Slab -On -Grade Edge Insulation 0.0 163.0(p 18.80 3064.4 Raised 130.0 0.96 124.8 Raised Wood, Adjacent 19.0 130.0 2.20 286.0 Base Total: 1575.5 As -Built Total: 293.0 3350.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 2279.0 -0.59 - 1344.6 2279.0 -0.59 - 1344.6 • Winter Base Points: 16037.4 Winter As -Built Points: 16009.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16009.2 1.000 (1.069 x 1.169 x 1.00) 0.474 0.950 8824.5 16037.4 0.6274 10061.9 16009.2 1.00 1.225 0.474 0.950 8824.5 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As -Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13188 10062 8238 31488 14603 8825 7966 31394 PASS . .. . ............ . ... .....-0-,,...., . ,,.... ,..$. ..,",,..1,A.6,.....0.,0,,, , c,, s „, ,, ...„...,,,,,...,,....,„ 146,1 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lt 2 Hidden Paradise, Atlantic Beach, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 1 SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score, the more efficient the home. , Lt 2 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 10.00 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? Yes _ - 6. Conditioned floor area (ft 2279 ft c. N/A - 7. Glass area & type - - a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 334.0 ft" _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 7.20 _ d. Tint/other SHGC - double pane 0.0 ft b. N/A 8. Floor types - - a. Slab -On -Grade Edge Insulation R =0.0, 163.0(p) ft c. N/A - b. Raised Wood, Adjacent R =19.0, 130.0ft _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 1640.0 ft' EF: 0.91 _ b. Frame, Wood, Adjacent R=11.0, 172.0 ft _ b. N/A _ c. N/A - d. N/A - c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 1195.0 ft 15. HVAC credits PT, b. Single Assembly R =I9.0, 528.0 ft - (CF- Ceiling fan, CV -Cross ventilation, c. Under Attic R =19.0, 250.0 ft HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 100.0 ft RB -Attic radiant barrier, b. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 50.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building ,,,, Construction through the above energy saving features which will be installed (or exceeded) . .:O.Z1iE sTgl in this home before final inspection. Otherwise, a new EPL Display Card will be completed o, �A a w o� based on installed ode c mpliant features. ` `' %, Builder Signatur "V /l � 0 � v Date: : i; ', ,n a A. t Address of New Home: • i . . , 4 1 e D �.. L' 1 City/FL ty /FL Zi p� • P L■ *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar ° "designation), your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRIPB v3.21) DATE: 10/28/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 2 Hidden Paradise **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 41956 1399 43286 1804 HEATING COOLING DELTA T 40 DELTA T 23 NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904- 287 -5339 ` DATE: 10/28/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lt 2 Hidden Paradise ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 6 83 237 8 334 COOLING 150 4399 15405 576 20530 HEATING 192 2656 7584 312 10744 WALLS TOTAL AREA 1812 1812 COOLING 4530 4530 HEATING 7248 7248 DOORS TOTAL AREA 38 38 COOLING 504 504 HEATING 791 791 FLOOR AREA COOLING HEATING SLAB 163 5933 RAISED WOOD 130 117 286 CEILING AREA COOLING HEATING UNDER ATTIC 1195 1852 1793 SGL ASSEMBLY 528 1214 1162 KNEE WALL 250 575 675 MISCELLANEOUS COOLING LOADS People Sensible Load 1200 Latent Load 4264 Lights & Appl. Load 1200 Latent Safety Btuh 213 Ventilation Load Duct Heat Gain 3203 Infiltration Load 2704 Sensible Safety Btuh 1721 TOTAL SENSIBLE LOAD 43286 TOTAL LATENT LOAD 4477 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 47763 BTUH Or 3.98 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 9964 Ventilation Load Duct Heat Loss 1432 Safety Btuh 1930 Winter ACH 0.7 * ** Total Heating Load 41956 BTUH Or 3.50 Tons * ** • o ' S a o «02 = -0/4"cogeoC".' <y1y*c�7 m . '� c M a v � N 7Py C.� (%J O �D , y + ? ?cD ?y y ay cD {{ CT c ay O • `+ c � m . x.0p.m 0 0.1 + a �-- N o m ,.. w ? P*W 0 1 0' y= 0 .-40 0 2 "5 o C 0 N ? p M�' =y 0 •+ y0 + yMM ZC C N _ cl rr =• 1 iico. -h p0au o. �o o,,,3. r+ j o 0 o c_ o� .O I , e - a y m -' - • -' z- N * y - C > co Xgr O' —• o? 1 m cD ,». _ . c� o O c a cm am o CO— m s - 4 = =c060 r+ 1 y = 0 ' i rr ' " 1 "M i i ,.. . 1 = �, ec -^ *o4� M 0 v30v r mm a � � _ oovn � Z3 p Q ' w cd O tD Q ''* �' � tD a o r rt 1 � 3 d $ 6. off, =o� N r0 CI, ma py _ C 1 1 m o .,000go fto 7°, • - - Entr o o. ?� gl cI r m y 0 d e a?o = a. Nam 30O -! ' 3 - s = " ? a O..aS�* M .� y 1 co cm '`J *•0em 0 3 OM 'TIM 0: v * cs ac o ;�,0tn00My s �"*c a • 0 0 0 o a. .0. y -“A 1 a r+ -* MCL ... r ca= - -vcn = �v r+c � ? e'''b y In n e O W =y.00.wy? rr ? ,.+y3 r� `11rt m 0 O cDcG cD :'•y =r+... �D ,*=M 0 la O0 0.< WIND FORCES STRUCTURAL ANALYSIS FOR LOT #2 HIDDEN PARADISE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: NOVEMBER, 2002 a �1 / ‘ U z LdLG . e u 13 3ett ► s I eigAA a e_ s ts,t e F true t�tira g 1_ • o 4wtai S 7/lG Flo ;_ • 31-t" T4a- p Roo p- TrL4 S!es ,e p a 71.411e1 'b 4 . rram ( s �C9't Fxt. : — See SCGie4u& . uti, 0 0r 61 11 teCta,r4 A Adito Y exqE to Stems — '/2 f1 3 6 bolts (Z 98 o ..c. ey rep 6" ado: camcve.te. P vv1 Less %60tecP p g.eru3;s e S be-v...1 vq41.1 Y 4 Foreerlert: — 141 Rod ow 98`o•e- a_1 Gorxerl a oo F 4 vki..e S �1cy. nal L '-t lLt�c�Yl = Wife (51 .► o•c• a,,l p4�,et ,, A .. -/.?".14). V A / x•+.-11. i?oy � . U vt le S s N o to O bt►e41,..) ; s e ROOP p\ 7 to 12 Mti,.Y, i2oo � �u 3L% 21 F ROOY Q reA C TI1Cluct aOttAa 4 p (40.4 4 00eYl►c.-+1. s ) : — 2 60 r o J *L 0 . F Re &c. Qe r meter- : - 1 10 _.. °> { ' DATE: 11 1 01 °°CTYl ,Ej- Sheet �. B) Ww+d spe,e49 do Mti C 3 sec lust) s trtotwjt. Mitt :2l Ft` A It N GX�10S � / IMportomce Factor, I .4 WU I borne. 1t'i bri s re6 out COCA(*) . F loos Get s ttwvtt•-a -mac 6f j o,r tA.6 ✓ is ' ,re ! t C IX/ n e ro t`cdrA Q b� c°*"i41 • tcnt frrr�++ to Gu o �" P 1eL tt✓ -7/I(, p Fa, r ► to W �r.•� �4 � ho wn b �.lo J LH t 4 WIND -BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS MN FASTENER.SPACING (1n.) Panel Span 5 2 ft IMUIrig= 2 1/2 86 Wood Screw3 _IMM 16 16 11111110.11111111.1111111E111111111111 Doublo-Headed Natla 1111Mal. 6 SI: 1 inc125.4 mm 1 foot---30S mm ■ Notes: I. This table is based on a maximum wind speed of 130 mph (58.m/s) and mean roof height df 33 feet (10 m) or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry /stucco, they shall be attached using vibration - resistant anchors having a minimum withdraw ity of 4901b (2180 kN). 4. Nails shall be 10d common or 12d bps double- headed nails. tepee_ �) o pe4444 - 1 s 't� s tY� - Witt be- evsAlir4 &s part bi op" en - C >1 / a lYtwX. u ot keoF sttokkekt Cto AUAw. k)4 61;314(44.4 F $ ! cutibk4 itM N.4: space & E a � eia l N, 5 in. 7ru Ft p Ft - cm fv1m w re4 t` s to-votive ?(4)4;36) = R ors) aa'eA / is F v.)4 {) ) Root/ \ Roof , /(C b" d) 4 Ro°Ir aet tee v �t F� U' 14M,, ' DATE -�..., • Sheet P ( ' )(Z4. +I^1 -2o) f ( q ) = -463 p '1!10414 %l11ft- Str a v F s . s P H "S' 3 2" 0 roviciAt : 1 VID1 (. /?-44 w 3 S2 .p �. 1 IL S tecL 1 Ad. ►, O 60 O_6 . alt 1)10 • rfo,6 ,( odes) 0 /5 a .532 ,RA , b3 P�F c m gio wovit (s t:r,^Gt ;, wt 416 Rai pt. 60 N0 _G cArt.04c. o ( e31) (20160D) ! 1.33) /5 - 16`1 R+F C> Fri+..' c t, �► > V itr:i !�- # A 36 rso Lt, — p "•SA F•►�, o r . e sse 0 '?Ab � o Zit G ~ ^ E ►5 Psi F = 3Go Fs h6 . 0.2 Ap= ITJet, —) A llvJ = 2.190 Ibs 1F 214, �� tl� Eck ro !steel or. 1190 Ibs �_ Cvy1 t v Cs - e (u o o,J) � b oo o A36 VJ�1.Zh�rs a.r<<i1.a _Fb FbrL41104)= el oo)LI.32)= 532.pLi 545 a .1� 141- (Q5)) 545 Psi My ,tit (0.5-6 (o. 5)0/4) = q, �►�6 _ F x.,.1.,L . n _ MSS ='qo i0•oo2r; 5 )legr Arid I eA15iwt ONA R��11cir (doh = �5299L(27oco)(i33) ti 3s 9 � 47414 cult c vet _) — 1410 Ibr (Sce above) (ituw Bole S:tea" arvt. 1/ /FM Z � X1 G b o li,s = 35 o ,qb Le r s e o r o•►Z Hb F /-11AL-Weitt 35 10500)(0•2.) = 1957 16s o Y (o•IL)Co.z)( 36,000) = "VA Ib j TABLE 1606.2A i 1... a I MINEREMIE - N t(j 1110121 w ,S _ MMr. rf ao ai . 3 r r O Z c - Anagm _ _ C a O •- cc m 7 t i EififiI!fig g ,.., . . u. p q M M r ui c�i I ? ammo c d = a a 3 A EsersammEsa ii 0, = 0 v._ Ja J EiIDEi m 3 O EiEIiD O = N N EiIDEii r E� -4 m 7 f: 7 • 3 1 1 1 1 J' IIIflIIXIIFII Ncvm _ 1 qq or .0 E — J ' fiI !!i J fJ ! f, ! _ Q a Z � ao f` p n ii _ N N ®® — W ®� _ � _ � N •` ; = M c,:, t 11 - W r � C a IIMEHMEMEE N c07 u m m i r. IL: s t2 X m 1 t Z Q w D - _ t0N C vi 1 p N z - V n Q c ° o m m u c a `� m m _ w V N 7 g O m U m C i C y m C m E t. m t11 a. o 5 c = c 5 5 c El y •� y +�• > > N y m y 1- o ° c cad of c y _ E m m c m --I 1- J I- J F' O c N c0 N c a 7 7 N j _ J F- p C N y y y J h- J 1- J O as CO fa m y ij 0 o w a � � d to 4 .. 16.10 Z FLORIDA BUILDING CODE — BUILDING i i DATE: 1 1i in--- L,,.._ 6-114)ft p‘E,--- =Sheet toz Hp b.) R.viAt 4c Q' s tv -, k , ' t.c. , us Fec - 2001 enti. S �,r- p�rQ�� A s CO U,Q IA Building, simple diaphragm: A building which complies a 40 111111111111/1 with all of the following conditions: . ' 4 1, enclosed building, 4LOwGItu 2. mean roof height, h, less than or equal to 60 ft (18 m), • 3 3. mean roof height, h, does not exceed least horizon- �� 2 tal dimension, ROOF 4E1-01 4. building has an approximately symmetrical cross �NCLE section, END ZONE 5. building has no expansion joints or structural sepa- I LONGITUDINAL ) rations within the building, 6. wind loads are transmitted through floor and roof vt.oNC UD't<% a' diaphragms to the vertical lateral- force - resisting ' systems, and ___ Iwo 7. if the building has moment- resisting frames, roof' cuticno RANGE slopes do not exceed 30 %. MAIN WIND FORCE LOADING • DIAGRAM • • WINDWARD ROOF WINDWARD 1_I.1_ 1-1.1 ► . L . ARD ROOF LL • Z (7 'II MEM S ='a • TRANSVERSE ELEVM71ON LONGITUDINAL ELEVATION • • FIGURE 1608.2a A • PPLICATION OF MAW WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS HEIGHT AND EXPOS ENT COEFFICIENTS EIIIIIEMIIICIMIIIIIEIMI D 15 1.00 20 1.00 1.21 1.47 25 1.00 1.29 1.55 30 1.00 1.40 1.61 35 1.05 1.66 40 1.09 1.45 1.70 45 1.12 1.49 1.74 50 1.16 1.53 1.78 55 1.19 1.56 1.81 60 1.22 1.59 1.84 1.62 1.87 Note: All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 5 11 f/Xt---- Slekeet j ikAd .c.. Or W t e ' a Urie : .1 or S i cam► iii 1 _� -_ - II 1 ---- -- -r f__„ _ ii 7 - 1 r-- 1 J I � I • =i-: ' / -L L • I, t 11 J - L O ©O rd II II In OUl� . Prnmo Ni ZZDDgBm D "�sz h ��' 2N 3�) ql e �1 01 inE --1 " _ per D erg yill g' � O A T - 6V N m I v OD v) to :, b 0 m T..) SR .cf k 1.. ax. 0 iC7 D a • 111 . (4) zA ( Do f ='• • --I N EV r ( 9 inimiiiiini,i1 III To i r a.., ` y _ v N A rn w s . 6� z i \rte 0 0 I .ate 11 J6i i sheet �aLrieL, b.c of . 5 ti eo,hr w elt s AKa s F S-eev 't0f •vi - a ,;.s {-1,e, • l,..),,Les 1-‘ OA ' 11 ( 1/1 ' d Alta w U be w e,.Q.Q �, �P 1 C lbs /FL 1,916 k .... 35Z p Tor c C 2 ) — C L .1C f2.1 ......= v s e. 7//r J ILL n cm 3 %12 4 g m 9 Cu S . , Z Z) I- T A 7 s t NI so , For \ cv� - oi'.�J a,C b u EL, e c 0 u• • 7 fr 3I 0 1 II 1-- e , [±_-= iii • 3- 1 LIVING AREA L imannimmommiviniummummulaumeimmummaummumimmusam' ' 732 qft PAGE 1 "date: 10/25/2002 MANNING BUILDING SUPPLY LOG #: B0852F TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 ',ustomer: BESTCON HOMES Job Name: PLAN 2279 Address: 2440 South Beach Parkway Address: LOT 2 HIDDEN PARADISE Jacksonville Bch,FL. 32250 Designer: LR MODIFIED 2185 Left Right Qty Span O.H. O.H. Description 2 15' 0' 0' F5 6 11'9" 0' 0' F6 x „17 15'3" 0' 0' F7 1 15'3 "8 0' 0' KW ** Hardware Floor ** 2 I THA422 SY42 Hanger 2 R HGUS48 2 -ply GPLam Hanger ** Beams ** 2 20' 4/10' BM1 GPLAM 11 -7/8" 1 8' 2/4' BM2 GPLAM 16" 1 32' 2/16' BM3 GPLAM 16" 26 - Trusses 4 - # of Hardware 0 - # of I -Joist 0 - Piggy's 0 - Jacks 4 - # of Beams 0 - # of Rim Board 26 - Total Trusses PP 41' PP 15' I 26' I _ T T . , ,... ., 1 N ........................ .......................:....... r R� O W 3 Co C 3 to R n I /-- -t 0 N n -n in • f j ul .s: N • N m n) U1 ....I 0 r n • • I - 35' ( 6' —I 1 !"!r PP -t CJ N .- o r a°c .D o o m .-- , zo)-t<mo •-+z .. .• - - - 1 r r, U nc :urn 0 •• 70 • z; zi x.:00(4.-,ziz 7 30(7 0 0 7) o7) u)r0o o < < r -_- c o r - c < - a PA Il10 -1 (D 7_, :)C7 (51 ~ --1 r 0 - nz •••-- G M z xncr "n 7 0 •. - -< c)M in. 1 r` - 4 CD r U) 0 S fTl r-, m •• -m- . "D--171 _D m L0 - 1CDM 7 - -i IPZCM :37) al f co WU)r cc - 10 u Z .' CU --I C--) co Z `) CIII - 00 G -) D WI- tfl-i C7 -0m -•{ m-; ror ?--rx re r O - c .-10 U) zr-urz m (n3 C Mr�z , :r; pi a) r r i o ` z 0 L7 r a7• n TJ V) h•t G U) fil m (I) o is MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 2002 10:34 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268 -8225 ?m* FASTBeam® Engineering Analysis ©1996 -2002 Georgia - Pacific Corporation Version: 3.3 Build: 3.3.0.4 Project : B0852.FBD Information : Mark # : BM1 Desc : go Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L1360 TL = LJ240 Composite Action : No mok os PP LOADS Project Design Loads : Floor. Live =40 psf, Dead =15 psf, Roof. Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start ■ End @Start End Span# Starts Ends Additional Info ss 1 Span Carried(psf) 55 40 100% 0 1' 0" 8' 9" 15' 3 1/2" s.c. - 2 Uniform(plf) 110 0 100% 0 0'0" 8' 9" 3 Span Carried(psf) 42 30 125% 0 1' 0" 8' 9" 15' 3 1/2" s.c. - 4 Concentrated(Ibs) 2948 2144 100% 0 1' 0" 5 Span Carried(psf) 42 30 125% 0 0 8' 9" 6' 0" s.c. - Uniform(plf) 11 0 0 0 8' 9" Self Weight "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 6236 4619 Min R'n 2107 1669 DL R'n 2107 1669 Min Brg(in.) 2.38 2.34 [Based on bearing stress below] too Brg Str(psi) 750 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 4899 1 1' 0" 21 7896 100% 0.62 M(ft-Ibs) 10766 1 3'10" 71 25307 125% 0.43 LtRn(Ibs) 6236 0 0' 0" 71 9188 100% 0.68 See Note #5 RtRn(Ibs) 4619 0 8' 9" 71 6921 100% 0.67 See Note #5 LLDefl(in.) 0.12 1 4' 4" 71 0.29 L/907 ea TLDefl(in.) 0.18 1 4' 4" 71 0.44 L/586 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth selected by User t G -P LAM tm Georgia- Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. PP 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than Ow maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. pp 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10. Nall plies together with 16d nails ©12" o/c along top and bottom edges. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. For explanation of GROUP, change to expanded printout. s, Pm Page 1 of 1 MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 2002 10:20 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268 -8225 wo FASTBeam® Engineering Analysis ©1996 -2002 Georgia - Pacific Corporation Version: 3.3 Build: 3.3.0.4 Project : B0852.FBD Information : Mark # : BM2 Desc : 1a Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No lom i Pi LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info !!s 1 Span Carried(psf) 55 40 100% 0 0' 0" 4' 0" 15' 3 10 s.c. - Uniform(plf) 15 0 0 0 4' 0" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) ril 1 2 Max R'n 870 870 Min R'n 259 259 DL R'n 259 259 r , Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio Ih'! V(Ibs) 227 1 2' 6" 21 10640 100% 0.02 t M(ft -Ibs) 870 1 2' 0" 21 35556 100% 0.02 LtRn(Ibs) 870 0 0' 0" 21 6921 100% 0.13 See Note #5 RtRn(Ibs) 870 0 4' 0" 21 6921 100% 0.13 See Note #5 LLDefI(in.) 0.00 1 2' 0" 21 0.13 L/24779 """" TLDefI(in.) 0.00 1 2' 0" 21 0.20 LJ17417 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User r G -P LAM tm Georgia - Pacific Corp. NOTES : 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each and of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. P 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product appllcatlon. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nall plies together with 10d nails @ 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. pw 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP, change to expanded printout. PP Ia a* Page 1 of 1 ow MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 200210:19 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2002 Georgia - Pacific Corporation Version: 3.3 Build: 3.3.0.4 Project : B0852.FBD Information : Mark # : BM3 Desc : P!* Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Flo n /s_ y LOADS Project Design Loads : Floor. Live =40 psf, Dead =15 psi, Roof. Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start QEnd Span# Starts Ends Additional Info MNI 1 Uniform(plf) 110 0 100% 0 0'0" 15 4" 2 Uniform(plf) 260 186 125% 0 0'0" 15 4" Uniform(plf) 15 0 0 0 15 4" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2948 2948 Min R'n 1525 1525 es* DL R'n 1525 1525 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2380 1 13' 10" 41 13300 125% 0.18 M(ft -Ibs) 11302 1 7' 8" 41 44445 125% 0.25 LtRn(Ibs) 2948 0 0' 0" 41 9188 100% 0.32 See Note #5 RtRn(Ibs) 2948 0 15' 4" 41 9188 100% 0.32 See Note #5 IP LLDefI(in.) 0.10 1 T 8" 41 0.51 L11757 TLDefl(in.) 0.22 1 7' 8" 41 0.77 U848 p . USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : PP 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product Pm application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. #K 10. Nall plies together with 16d nails © 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max /min reactions for various DOL may not match total max/min reaction. 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 4 ,, 13. For explanation of GROUP, change to expanded printout 4 " P" Page 1 of 1 HARDWARE SCHEDULE N. REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 3325 1550 (14) 16d (6) 10d X 1.5• TRUSS osi B _ HUS 28 3380 3585 2000 (22) 16d _ (8) 10d X 1.5 TRUSS C HGUS 28 -2 6245 7810 2650 (36) 16d _ (20) lOd X 1.5 2 PLY TRUSS D HGUS 28 -3 6245 7810 2650 (36) 16d (12) 16d X 1.5 3 PLY TRUSS ,, E SUL /R 26 I; 800 1000 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL /R 210 1330 1660 1250 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 960 1200 625 (10) 10d (7) 10d X 1.5 TRUSS Pt H THJA 26 2190 2740 1340 (16) 16d (5) 10d +(7) 10d HIP JACK I THA 422 3630 4145 1550 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 1860 2330 1275 (16) 16d (10) 16d SYS 42 K IUT 312 1360 1200 245 (14) 10d (2) lOd X 1.5 I- JOIST L IUT 312-2 1855 2320 905 (16) 16 (6) 10d DBL I -JOIST M MIT 316 2400 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST N SUR/L 310 1860 1785 720 (14) 16d (6) 10d X 1.5 I -JOIST O SUR/L 314 2395 1795 960 (18) 16d (8) 1Od X 1.5 I -JOIST ow P LSSUH 310 1385 1050 990 (14) 16d (12) 10d X 1.5 I -JOIST Q HU 11 2185 2270 920 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 5472 6840 5837 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 11335 4780 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL ✓ HUC 412 6102 6801 3100 (56) 16d (36) 16 .d 2 PLY LVL W HGUS 5.25112 9535 11335 4780 (56) 16d (36) 16 d 3 PLY LVL illo X HGUS 7.25/12 9535 9665 4780 (56) 16d (36) 16 d 4 PLY LVL UL1 H16S NA NA 1600 (10) 10d (2) 10 d TRUSS ULZ H16 NA NA 1600 (10) 10d (2) 10 d TRUSS UL3 1116-2 NA NA 1600 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 1000 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 1450 EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 2135 (26) 10d TRUSS UL7 MGT NA NA 4200 (22) lOd PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 ""' TBS 2-24 (4) l0d X 1.5 TRUSS BRACING 12 BRITE COM 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS Pi fp, Irri I A r A1jr I rrr A 1 111 104 = i t 1,0 I I\ 09 " 4 " 014 r tn. z -n x —1 co —1 D r n c v o a 0 0 R 'a' n 3 m C1 m r- G) cJ -I -0 CC • E . o70 G a= �_= cn y D -0 D G rn r C CD 7770 T _n r- (33'C' o ~' O> C Z N N O D '� ••••-• r 01 m = n - v co x x x n i--1 �' N >< - o cn z r N m r) n N CD r b z x .. w 70 . O o r.., �' wo z ♦ .- = U'i -0 m z = Z z ID v N Ii ^ ita rn i1 �1�1�� N CO — II � , I II J n rn m ` > L11 II W III a n= 0) N n J n O .---co A rn Z rn • III ' �aIA n a o ^ n W m Z N X O a = Vza W z n (n O 111 O1 (..n --I z v rn = Azc' (.J J rn ..,_.0„›,.,,,=,,,=_,, M N Z. e _ x u-, z = ,..,,-7, r III ,-o -H ti � '0. WI o z o 0 :1 w - -, m x o C, III o - _ o W 0 1 CD m N . o Ill NV .■�. �„ ? A ri — N Ns z ~ �� y N Crri Mmrnlo CO o > c o o m o III , I x w = d :1 W III 9 O X 0 i 1� III O' =o 0; 0' g .1 w m III 1 w W Z v co �..w.w.y A (n r+ ilia. 1i w .`"� I I LIL ii CTI III rn ^) o Ttp 0 o T : Z'.q r A ^' ....... a• m o 0 0 3 a - o Jif VD z T O O r z n 01 o co w — z - o C O C) C) C) C') T N N r D 70 -I r o m c • • m o o r 70 m r r r r f ■ -I D l D O O 0 Z w — - o D Z H ■ �I r c) tn 4, 01 o (.41 o o m o D O 0 m T - 0 T - 0 m v. V) (n V) N V) 3 m z T -n T T • -n Z N N m (n = C7 C7 ,' 0 gi 7o Le, m c� 7o D m Cn O D -2 1 T n 'A 3 3 z m _ m O - Z O ■ G) '' (1) m r o T7 3 01 ll CO o i x LCD z < 3 O -I 3 ° N .P u'1 0 3 w OD O ' in JO N O v T T O N ? r+ v 1 - - o --{ co -, I r 7o o o w ( 9:' -I c - v n o 0 �, (/' m 0 0 CP a cr, D -.< �� c m ° z 74 T , .. Y ?- CD - 0 A A A D Cu W x x x O � w I--.I I--.I C X X m N N N = z W N .0 .4C.• ♦♦ �7•m .-■ X '-•, N N N v IFJ ii ww co 7 1 W I �/ III m W N N III J n L x � m Z Z m II o 07 - - _ III 11 D .J N z �� 7.< o o_ III Z V N x -{ X III ihi w o owl A �l III O = = o < z C N ▪ n O ■--■ Ao o w = 1r Ill III W ,_,_„,_,,,_,,,,,_,,,,=,,,,,_ A 7., A � 01 III 16 b ox fl G ➢A ° • ("t j _ - _ 'c'.' _ III -,,,--... __I / H, o ° X CT • -. N III ', N crt , .. c+ � yam X I ' I V �= "•rr 111 . 'L7 m cn . ��•� / m ,, n A 2 c = v 1 m r ,T, f-, ° ° III m = MO ° --1 m --1 .as z ` v WY 0 l0 3 to o O , m m c3 0 1 6 d s `� m n cn C N N - kr;;o it lc, W N m 0 ® 9 M•T.; 0 ▪ CD = FF d 0 - r7 T 411\ f m a XL '^....... > ,, -0 z m 0 o x r z (n O --I Co W -I -/-I f'-' D .. c O () (-) C7 n m I , H .S=. r v J> 70 -I r I I° o O CO = 0) • • r O 0 r z m r r r r r , co -4 > z D CD 0 .O-, r G7 n CO D z o r c) v , r z G. '-' cn o cn o o m ° y o 0 i-P. • O O 0 3 O O O O O O O .. m 77 z - a v v - o m v 3 0 m m m - *1 m z z 0 01 -n cm 2 O D N z m n z D m Cr) m O CD -{ m 3 z Z m II I t--, —'{I 3 _ (1) I I m jot z 3 v II o m 0 Z • r r-• • cn 3 O c) , 0) - -. , v A 3 ° N 4=',. c n N 1 3 W CO o = N D o \ W - o v m 3 T 0 • N (J1 a _ - 0 - CC --I H I r PO o o ^ N o _ m �_m ~ xx 0, -- -< 1..._ ,. 3 m 0 0 N r,v-• -v 0 a s a r ((�� co x x x D C -.I G. F-1 CO N x m N N N Z oR7 z >< ? C..) •-• cn N (n N w6. Ili ,, INI :IR : ••-•' / z - o - o - o N _ V =. I . ° m III ` . D Co N N H Cr, III r v� = I 1 W < LP o, n - x m z z m W III D n D N g/ 3 D ^ W v, z� x x W O S.- - � F - '-'> III 0, Z u CO z W ' CO S III -) o x N v, v, c z W 1.' 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" p OU '-.: d 47 G] L'7 o c W O w a a M --C n A C ■ 0 , C C z -3 -- �-■ z 47 O y x cn C] r ., 7J Zy ° co N N n N O "0 - `n i H '0 (.31 c.n C/) ( ID '- ' 4y ° (-) O z z a a co o ° ' c1 co to cn up t- ° o _ _ ,=__• PAGE 1 Date: 10/25/2002 MANNING BUILDING SUPPLY LOG #: B0852 TRUSS DIVISION JOB #: JACKSONVILLE , JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: PLAN 2279 Address: 2440 South Beach Parkway Address: LOT 2 HIDDEN PARADISE Jacksonville Bch,FL. 32250 Designer: LR MODIFIED 2185 Left Right qty Span O.H. O.H. Description p„ 1 18'10 "8 1'6" 0' Al 3 18'10 "8 1'6" 0' A2 1 7' 0' 0' A3 1 26' 1'6" 1'6" A4 2- PLY 1 26' 1'6" 1'6" A5 1 26' 1'6" 1'6" A6 3- PLY 1 6' 1'6" 0' A7 m 4 6' 1'6" 0' A8 8 15'3 "8 1'6" 1'6" T3 16 15'3 "8 1'6" 0' T3A 2 15'3 "8 1'6" 1'6" T3 GE 1 9'10 "1 2'1 "7 0' 7'HJ D45 2 5' 1'6" 0' 5'CJ 1L 1R 2 3' 1'6" 0' 3'CJ 1L 1R 1451 2 1' 1'6" 0' 1'CJ 1L 1R • ** I- Joist's ** 2 4 RJ -1 WI60 - 11 7/8" x 2.5" 2 6 RJ-2 WI60 - 11 7/8" x 2.5" 2 8 RJ -3 WI60 - 11 7/8" x 2.5" 2 12 RJ -4 WI60 - 11 7/8" x 2.5" 2 14 RJ -5 WI60 - 11 7/8" x 2.5" 2 16 RJ -6 WI60 - 11 7/8" x 2.5" 2 18 RJ -7 WI60 - 11 7/8" x 2.5" 0"°' 1 20 RJ -8 WI60 - 11 7/8" x 2.5" 1 22 RJ -9 WI60 - 11 7/8" x 2.5" 2 18 RJ -10 WI60 - 11 7/8" x 2.5" 17 24 RJ -11 WI60 - 11 7/8" x 2.5" ** Hardware Roof ** 29 1 -PLY JOIST 45" SKEW 7 A HUS26 1 -ply Truss Hanger 1 H THJA26 Hip Jack + 1 Jack ** Beams ** 2 32 BM -1 GPLAM 18" 2 24 BM -2 GPLAM 18" r 0". f". MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:57 am • 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996 -2001 Georgia- Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON pi Mark # : RJ2 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 5/12 Ph po 6 .a LOADS 1 Project Design Loads : Roof: Live =20 psf, Dead =17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 4' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. ee SUPPORTS(Ibs) 1 2 Max R'n 154 154 Min R'n 74 74 DL R'n 74 74 Se Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Pm Value Span X Group Allow LDF Ratio V(Ibs) 132 1 3 10" 41 1775 125% 0.07 M(ft-lbs) 154 1 2' 0" 41 5419 125% 0.03 LtRn(Ibs) 154 0 0' 0" 41 1714 125% 0.09 See Note #5 RtRn(Ibs) 154 0 4' 0" 41 1714 125% 0.09 See Note #5 Ime LLDefl(in.) 0.00 1 2' 0" 41 0.14 L/26991 TLDefl(in.) 0.00 1 2 0" 41 0.22 L114052 USE: WI 60 11.88" tW24" o.c. r APA- 11.88 "PRI -601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES : es 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Servkes. 4. Design valid for dry use only. fx This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verily the input loads and product pa application. II. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various P „ DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Bh dsmouth cuts permitted only if all the following conditions are met cut Is at low end of roof foist overhang does not exceed 2 ft, and bearing stiffeners are used. 12. For explanation of GROUP, change to expanded printout. 0 Po so P* MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:56 am mem 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark # : RJ3 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L1360 TL. = LJ240 Composite Action : No Slope : 6/12 PP v. t .r" 1 8- LOADS Project Design Loads : Roof: Live =20 psf, Dead =17 psi Live +Dead Ld(T) Live Ld(L) LDF Location" ea # Shape QStart CEnd @Start iMEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 115% 0 0' 0" 6' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. to SUPPORTS(lbs) 1 2 Max R'n 234 234 Min R'n 114 114 DL R'n 114 114 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN so Value Span X Group Allow LDF Ratio V(Ibs) 199 1 0' 2" 31 1633 115% 0.12 M(ft -Ibs) 351 1 3' 0" 31 4985 115% 0.07 LtRn(Ibs) 234 0 0 31 1577 115% 0.15 See Note #5 RtRn(Ibs) 234 0 6' 0" 31 1577 115% 0.15 See Note #5 iss LLDefi(in.) 0.01 1 3' 0" 31 0.22 L/12422 TLDef1 in. 0.01 1 3' 0" 31 0.34 L/6369 USE: WI 60 11.88" (424" o.c. r APA- 11.88 "PRI -60'( Grade, Depth selected by User Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES : OP' 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgla- Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 1110 5. This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. 77iarefore, when reaction values are required, use Max R n from Supports' section above. 0. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verily the Input loads and product es application. 0. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max /MM reactions are based on the applicable load combinations outlined In the notes. Summation of max/min reactions for various DOL may not match total max/min reactor tte 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Blydsmouth cuts permitted only if all the following conditions are met: cut is at low end of roof Joist, overhang does not exceed 2 fl; and bearing sliffeners are used. 12. For explanation of GROUP, change to expanded printout Pi 1 1" MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:55 am Pa 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996-2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON pis Mark # : RJ4 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 6/12 4„„ L LI 40 3.5',535 pm l.5', 555 pm LOADS Project Design Loads : Roof: Live =20 psi, Dead =17 psi; Live +Dead Ld(T) Live Ld(L) LDF Location* sem # Shape CpStart @End @Start QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 8' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. „p SUPPORTS(Ibs) 1 2 Max R'n 312 312 Min R'n 152 152 DL R'n 152 152 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN ow Value Span X Group Allow LDF Ratio V(Ibs) 269 1 0' 2" 41 1775 125% 0.15 M(ft -Ibs) 624 1 4' 0" 41 5798 125% 0.11 LtRn(lbs) 312 0 0' 0" 41 1714 125% 0.18 See Note #5 RtRn(ibs) 312 0 8' 0" 41 1714 125% 0.18 See Note #5 " LLDefl(in.) 0.02 1 4' 0" 41 0.30 U6461 TLDefl in. 0.03 1 4' 0" 41 0.45 L/3313 USE: WI 60 11.88" 024" o.c. 1 APA- 11.88 "PRI -601 Grade, Depth selected by User oft Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES : o „ 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia -Pacfc Engineered Lumber Techn/W Services. 4. Design valid for dry use only. 5. This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product pp appikation. , 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Birdsmouth cuts permitted only if all the following conditions are met cut Is at low end of roof Joist, overhang does not exceed 21t, and bearing stiffeners are used. 12. For explanation of GROUP, change to expanded printout h#! eA MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:48 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996-2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON ao Mark # : RJ5 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = LJ360 TL = Li240 Composite Action : No Slope : 6/12 J .5 '6,.. Nek St* I I LOADS Project Design Loads : Roof. Live =17 psf, Dead =3 pst, Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start End QStart @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 20 17 125% 0 0' 0" 10' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(ibs) 1 2 Max R'n 204 204 Min R'n 34 34 DL R'n 34 34 so Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio ow V(Ibs) 177 1 0' 2" 41 1775 125% 0.10 M(ft -Ibs) 509 1 5 0" 41 5798 125% 0.09 LtRn(Ibs) 204 0 0 41 1714 125% 0.12 See Note #5 RtRn(ibs) 204 0 10' 0" 41 1714 125% 0.12 See Note #5 ro LLDefI(in.) 0.03 1 5' 0" 41 0.37 L/4362 TLDefI in. 0.04 1 5' 0" 41 0.56 . 113643 USE: WI 60 11.88" =4" o.c. [ APA- 11.88 "PRI -601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES • po 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technlcal Services. 4. Design valid for dry use only. " 6. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product an application. IL This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total maxhnin reaction. PI 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Blydsmouth cuts permitted only if all the following conditions are met: cut is at low end of roof Joist, overhang does not exceed 2 ft, and bearing stiffeners are used. 12. For explanation of GROUP, change to expanded printout Pe Po r PP MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 41P 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2001 Georgia- Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON fa Mark # : RJ6 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defi : LL = LJ360 TL = L/240 Composite Action : No Slope : 6/12 el L J „... 10 me [...._______________ c LOADS Project Design Loads : Roof: Uve =20 psf, Dead =17 psf Live+Dead Ld(T) Live Ld(L) LDF Location* to # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 17 0" 24" o.c. Base Uniform Load (Spacing Sensitive) 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. OF SUPPORTS(Ibs) 1 2 Max R'n 468 468 Min R'n 228 228 DL R'n 228 228 fil Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio 4. V(ibs) 408 1 0' 2" 41 1775 125% 0.23 M(ft -ibs) 1404 1 6' 0" 41 5419 125% 0.26 LtRn(Ibs) 468 0 0' 0" 41 1714 125% 0.27 See Note #5 RtRn(Ibs) 468 0 12' 0" 41 1714 125% 0.27 See Note #5 wo LLDefl(in.) 0.07 1 6' 0" 41 0.45 L/2297 TLDefl in. 0.14 1 6' 0" 41 0.67 L/1178 USE: WI 60 11.88" 024" o.c. r APA- 11.88 "PRI -601 Grade, Depth selected by User PP Wood 1 Beam is a trademark of Georgia - Pacific Corp. NOTES: 1. Designed In accordance with National Design Spec/ticatlons for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member - Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. wee 5 This reaction is based on the combinatlon of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Rb from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verifed (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product +p appllcadon. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the bullding code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Blydsmouth cuts permitted only if all the following conditions are met: cut is at low end of roof Joist, overhang does not exceed 2 ft, and bearing stiffeners are used. 12. For explanation of GROUP, change to expanded printout 0 " P r" P MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON gut Mark # : RJ7 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = LJ360 TL = 11240 Composite Action : No Slope : 6/12 IP j Li r LOADS Project Design Loads : Roof* Live =20 psf, Dead =17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' PP # Shape QStart QEnd Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 14 0" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. P „ SUPPORTS(Ibs) 1 2 Max R'n 546 546 Min R'n 266 266 DL R'n 266 266 4! Min Brg(in.) 1.75 1.75 St NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 478 1 13' 10" 41 1775 125% 0.27 M(ft -Ibs) 1911 1 T 0" 41 5798 125% 0.33 LtRn(Ibs) 546 0 0' 0" 41 1714 125% 0.32 See Note #5 RtRn(Ibs) 546 0 14 0" 41 1714 125% 0.32 See Note #5 !p LLDefI(in.) 0.12 1 T 0" 41 0.52 111510 TLDefI(in.) 0.24 1 7' 0" 41 0.78 L/774 USE: WI 60 11.88" 024" o.c. r APA- 11.88 "PRI -601 Grade, Depth selected by User poo Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES : sa 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. ®" 5. This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports' section above. t Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product po application. 8 This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined In the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. tot 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Birdsmouth cuts permitted only if all the following conditions are met: cut is at low end of roof joist, overhang does not exceed 2 ft and bearing stiffeners are used 12. For explanation of GROUP, change to expanded printout P SO PP f?'* MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am • 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark # : RJ8 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L1360 TL = L/240 Composite Action : No Slope : 6/12 „,,, 100 15'.05 Pa 1=, 555 Pd P ill LOADS Project Design Loads : Roof. Live =20 psf, Dead =17 psi; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape 42 CEnd Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 16' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. iso SUPPORTS(lbs) 1 2 Max R'n 624 624 Min R'n 304 304 DL R'n 304 304 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 548 1 15' 10" 41 1775 125% 0.31 M(ft -Ibs) 2496 1 8' 0" 41 5798 125% 0.43 LtRn(lbs) 624 0 0' 0" 41 1714 125% 0.36 See Note #5 RtRn(Ibs) 624 0 16' 0" 41 1714 125% 0.36 See Note #5 p LLDefl(in.) 0.21 1 8' 0" 41 0.60 LJ1042 TLDefl(in.) 0.40 1 8' 0" 41 0.89 L/534 USE: WI 60 11.88" @24" o.c. f APA- 11.88 "PRI -601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia- Pacific Corp. NOTES : r 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. " 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Mt from 'Supports' section above. Q. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product Flo application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various an DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Blydsmouth cuts permitted only if all the following conditions are met cut is at low end of roof Joist overhang does not exceed 2 ft; and bearing stiffeners are used. 12. For explanatlon of GROUP, change to expanded printout A eo eh Pt MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996 -2001 Georgia- Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON ppt Mark # : RJ9 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 6/12 Po II, 3 4' 565 034 LOADS Project Design Loads : Roof: Live =20 psf, Dead =17 psi, Live+Dead Ld(T) Live Ld(L) LDF Location' go # Shape Start End r2Start End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37t 20 125% 0 0' 0" 18' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. 1 ,,,, SUPPORTS(Ibs) 1 2 Max R'n 702 702 Min R'n 342 342 DL R'n 342 342 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio ee V(lbs) 618 1 0' 2" 41 1775 125% 0.35 M(ft -Ibs) 3160 1 9' 0" 41 5798 125% 0.54 LtRn(lbs) 702 0 0' 0" 41 1714 125% 0.41 See Note #5 RtRn(lbs) 702 0 18' 0" 41 1714 125% 0.41 See Note #5 IP LLDefl(in.) 0.32 1 9' 0" 41 0.67 L1747 TLDefl in. 0.63 1 9' 0" 41 1.01 L/383 USE: WI 60 11.88" 024" o.c. r APA- 11.88 "PRI -601 Grade, Depth selected by User OP Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES : pp 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services,. 4. Design valid for dry use only 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 0. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the Input loads and product 1I"'" application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max /Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Birdsmouth cuts permitted only if all the following conditions are met: cut is at low end of roofJolst, overhang does not exceed 2 ft, and bearing stiffeners are used. 12. For explanation of GROUP, change to expanded printout. P ill Po Vol MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON pp Mark # : RJ10 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = 0360 TL = LJ240 Composite Action : No Slope : 6/12 FP L J 3 V Sii,Y 35', GE I.. LOADS Project Design Loads : Roof. Live =20 psf, Dead =17 pst, Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 14' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. fill SUPPORTS(lbs) 1 2 Max R'n 5.46 546 Min R'n 266 266 DL R'n 266 266 Pm Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio iliTA V(Ibs) 478 1 13' 10" 41 1775 125% 0.27 M(ft -Ibs) 1911 1 7' 0" 41 5798 125% 0.33 LtRn(Ibs) 546 0 0' 0" 41 1714 125% 0.32 See Note #5 RtRn(Ibs) 546 0 14' 0" 41 1714 125% 0.32 See Note #5 )A' LLDefl(in.) 0.12 1 '7' 0" 41 0.52 L/1510 TLDefI In 0.24 1 7' 0" 41 0.78 L/774 USE: WI 60 11.88" 024" o.c. r APA- 11.88 "PRI -601 Grade, Depth selected by User » Wood 1 Beam is a trademark of Georgia - Pacific Corp. NOTES : m 1. Designed In accordance with National Design SpecMcatlons for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. " 6. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verMed (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product wo application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactlons for various DOL may not match total max/min reaction. PM 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Birdsmouth cuts permitted only if all the following condltlons are met: cut is at low end of roof Joist, overhang does not exceed 2 ft, and bearing stiffeners are used. 12. For explanation of GROUP, change to expanded printout sa s es so MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am P' 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON ro Mark # : RJ11 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 6/12 „ 566 SsE LOADS Project Design Loads : Roof. Live =20 psf, Dead =17 psf, Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape Start End Start @End Span# Starts Ends Additional Into Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 19' 8 1/2" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 769 769 Min R'n 375 375 DL R'n 375 375 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 677 1 0' 2" 41 1775 125% 038 M(ft -Ibs) 3788 1 9' 10" 41 5798 125% 0.65 LtRn(Ibs) 769 0 0' 0" 41 1714 125% 0.45 See Note #5 RtRn(ibs) 769 0 19' 8" 41 1714 125% 0.45 See Note #5 LLDefl(in.) 0.46 1 9' 10" 41 0.73 L/576 TLDefl in. 0.89 1 9' 10" 41 1.10 1/296 USE: WI 60 11.88" @24" o.c. 1 APA- 11.88 "PRI -601 Grade, Depth selected by User Wood 1 Beam is a trademark of Georgia - Pacific Corp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. "" 5. This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Rh from Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product flo application. 3. This engineered lumber product has been sized for residential usa. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Birdsmouth cuts permitted only if all the following conditions are met cut is at low end of roof Joist, overhang does not exceed 2 ft, and bearing stiffeners are used. 12. For expianatlon of GROUP, change to expanded printout oft se MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:19 am PP 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996-2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON #0 Mark # : BM1- Roof Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 4/12 r w 3.5'.:[3 n<i 3b'.7•D ry r .7n07n6' t LOADS Project Design Loads: Roof: Live =20 psf, Dead =17 psf Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape aStart End QStart QEnd Span# Starts Ends Additional Info 1 Trapezoidal(plf) 114 370 62 200 125% 0 0' 0" 27' 10 7/16" Uniform(plf) 16 0 0 0 27 10 7/16" Self Weight `Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3088 4306 Min R'n 1586 2162 lit DL R'n 1586 2162 Min Brg(in.) 1.56 1.64 [Based on bearing stress below] Br. Str • si 565 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3478 1 26' 3" 41 14962 125% 0.23 M(ft -Ibs) 25881 1 15' 8" 41 55520 125% 0.47 LtRn(Ibs) 3088 0 0' 0" 41 6921 100% 0.45 See Note #5 PIP RtRn(Ibs) 4306 0 27' 10" 41 9188 100% 0.47 See Note #5 LLDefI(in.) 0.59 1 13' 11" 41 0.98 L/602 TLDefl(in.) 1.19 1 13' 11" 41 1.47 L/297 illi USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade, Depth, Pies selected by User G-P LAM tm Georgia - Pacific Corp. wo NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia -PacIc Engineered Lumber Technical Services. " 4. Design valid for dry use only 5. This reaction is based on the combl afon of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports' section above. If. Bearing length based on design material: support material capacity shall be verified (by others). eel 7. When required by the building code, a registered design professional or building official should verify the input loads and product appllcaton. IL This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. ea 9. Verify that load is applied at top or equally from both sides. 10. Nall piles together with led nails (111 12" o% along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Max/Min reactions are based on the applicable load combinations outlined In the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 13. For explanation of GROUP, change to expanded printout. ea tom 0" MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:32 am • 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON a Mark # : BM2 Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/240 TL = 0180 Composite Action : No Slope : 0/12 Pm 1 u L Pi 1 1 LOADS Project Design Loads: Roof. Live =20 psf, Dead =17 pst Live+Dead Ld(T) Live Ld(L) LDF Location* slo # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(ibs) 4306 2328 125% 0 5' 0" FROM BM1 2 Concentrated(Ibs) 4306 2328 125% 0 17' 0" FROM BM1 3 Span Carried(psf) 37 20 125% 0 5' 0" 17' 0" 20' 0" s.c. - FROM RJ10 4 Span Carried(psf) 37 20 125% 0 0' 0" 22' 3 1/2" 17' 8" s.c. - T -3 ROOF Uniform(plf) 16 0 0 0 22' 3 1/2" Self Weight *Dimensions measured from !eft end when span# is 0, otherwise, from left end of the specified s • an. SUPPORTS(lbs) !'o'' 1 2 3 Max R'n 4894 14459 2307 Min R'n 2045 6769 -61 DL R'n 2218 6769 723 oh Min Brg(in.) 2.48 5.51 1.50 (Based on bearing stress below] Brg Str(psi 565 750 565 DESIGN Value Span X Group Allow LDF Ratio ris V(Ibs) 6063 1 11' 8" 41 14962 125% 0.41 M(ft -Ibs) 20181 1 5' 0" 42 55520 125% 0.36 LtRn(Ibs) 4894 0 0' 0" 42 6921 100% 0.71 See Note #5 RtRn(lbs) 2307 0 22' 4" 43 6921 100% 0.33 See Note #5 aro IntRn(Ibs) 14459 0 13' 6" 41 19031 100% 0.76 See Note #5 LLDefl(in.) 0.11 1 6' 8" 42 0.67 L/1539 TLDefl In. 0.19 1 6' 8" 42 0.90 L/870 pm USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade, Depth, Ries selected by User G -P LAM tm Georgia - Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge 3. Loads have been input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services. cov 4. Design valid for dry use only. 6. This reaction Is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. Roof Usage: install with minimum 1/4:12 slope for adequate drainage. als Is. When required by the building code, a registered design professional or building official should verify the Input loads and product application. 9. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. P" 10. Provide approved uplift resistance at supports with negative reactions. 11. Verify that load is applied at top or equally from both sides. 12. Nall plies together with 16d nails 012" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 13. Max/Min reactions are based on the applicable load combinations outlined in tiro notes. Summation of max/min reactions for various fa DOL may not match total max/min reaction. 14. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 15. For explanation of GROUP, change to expanded printout OP err Po : fr Po ow op fr rI fr il. or oto tom 104 ow Pm 42 - Trusses 8 - # of Hardware 35 - # of I - Joist 0 - Piggy's !'" 7 - Jacks 4 - # of Beams 0 - # of Rim Board 49 - Total Trusses I NA pp f', 41' I 15 I- 26' I T rim 11 0 i _ Pm IIIMW...1111 ,, r .= iN t C i 1 11P 1 IIi � i T3 GE it al RJI 4 it RJs ?�;; m RJ3 i _ � I e r. F17 RJ41 rte- — RJS R.16 1 T3 i. I PP RJ71 R J6 1 1 it co RJ91 00 j Iy 1 1 1 I 1 I 1 i. 1 1 it i U1 J i m. m kl t N I M I I I �I [, T3A I I 1 I R.111 la 1 I ;I i I 1 1 I 1 1 ii i. 1 1• 1 1 i -�- - -- Ir 19'B "B I 153 "8 I B —I IPI 2` - CJ ._ I -- r_ c [ .� N • N JJ (. JJflW 0 m m 2TJ--i <330 ! 7 Cn . 7 r--1 7 .. .. m ' 7 "0 2 0 n'a m -o o r -7 n •. r 0 z, ...i.) cu ow. -.z1z • xx Z 2 00 0 0 mm mcnTloo • r i--i M0 --1CO o < s" nom -< <-1 E ) 0 rJi -i r m t 7 Z, UJ m �.. n fV -1 r 0 n2 moo m N r , T •• 3) -< Al r -C U, •y) rt e r-1 -I 11:101" o Cr) m •• .- <m.- - " -Az c Lk, l-7 C7 C:J co -1E17 76 77 K 1-- M 0 -I xmzcy — C r --i m 0) - -i Z 0 rx0O m ' ( "J v)0 --'ZOD — D011J0 s0)r--om C) _D Z ti m --1 -T,-.1 x ::=K M m- m :D.--..7) 4* n MS -- ozanC CO IV Cr) r 0 C.. 0 2 o in 0) - -i C 0 C J) U ) 0-; 1 ? C c,') Z m m (_ U a -i-1-i u) L 4 ) M U) f :zi c M Z7 7.) n - • i Z N - m t-- N 1 .-- ma) cn r - n XI LI, 1 - T l < Cr) M PIP HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES , A HUS 26 2781 332 1551 (14) 16d (6) 10d X 1.S• TRUSS B HUS 28 3381 358 -, 2001 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28 -2 6241 7811 2651 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28 -3 624' 7811 2651 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL /R 26 801 1001 763 (6) 16d (6) 10 d X 1.5 TRUSS f" F SUL /R 210 1331 1661 1251 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 961 1201 62' (10) lOd (7) 10d X 1.5 TRUSS H THJA 26 2191 2741 1341 (16) 16d (5) 10d +(7) 10d HIP JACK I THA 422 3631 414' 1551 (22) 16d (6) lOd X 1.5 SYS 42 J SUR/L 410 1861 2331 127 (16) 16d (10) 16d SYS 42 on K IUT 312 1361 1201 24' (14) 10d (2) 10d X 1.5 I- JOIST L IUT 312-2 185 2321 90' (16) 16 (6) 10d DBL I -JOIST M MIT 316 2401 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST • N SUR/L 310 1861 178 - 721 (14) 16d (6) 10d X 1.5 I -JOIST O SUR/L 314 239 ' 179 - 961 (18) 16d (8) 10d X 1.5 I -JOIST P LSSUH 310 138 ' 1051 991 (14) 16d (12) 10d X 1.5 I -JOIST *' Q HU 11 218 - 2271 921 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 54 6841 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 953 - 1133 ' 4781 (56) 16d (36) 16 d 2 PLY LVL s T HGUS 412 L 85 A 10641 875 (56) 16d (36) 16 4 2 PLY LVL U HGUS 412 R 8 ■ 10 . • 1 875 (56) 16d (36) 16 .d 2 PLY LVL ✓ HUC 412 610 A 680 3101 (56) 16d (36) 16 d 2 PLY LVL we W HGUS 5.25/12 953 - 1133 - 4781 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 953 - 966 - 4781 (56) 16d (36) 16 d 4 PLY LVL Pm UL1 H16S N • N • 1601 (10) 10d (2) 10 d TRUSS UL2 H16 N • N • 1601 (10) 10d (2) 10 d TRUSS U13 H16-2 N • N • 1601 (10) 10d (2) 10 d 2 PLY TRUSS go UL4 MTS 12 N • N • 1001 (7)10d EA. SIDE NONE TRUSS UL5 FITS 20 N • N • 145 10)106 EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 199 ' 213 - 26) 10d TRUSS to UL7 MGT N • N • 420 (22) 10d PLUS UL8 UL8 PHD 5 N • N • 450 14 SDS 1/4X3 ADD UL7 TBS 2 -24 4) 10d X 1.5 ' USS BRACING Ps 12 BRITE COM 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN no SNAP ON SEALS Pli MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:59 am +w 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis © 1996 -2001 Georgia - Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark # : RJ1 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No Slope : 6/12 op P as ,566,v 34'.5'3 is LOADS Project Design Loads : Roof. Live =20 psf, Dead =17 psi Live+Dead Ld(T) Live Ld(L) LDF Location* t ; # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0' 0" 2' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. ,,,,,, SUPPORTS(lbs) 1 2 Max R'n 78 78 Min R'n 38 38 DL R'n 38 38 ""' Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN VA Value Span X Group Allow LDF Ratio V(Ibs) 60 1 0' 2" 41 1775 125% 0.03 M(ft4bs) 39 1 1' 0" 41 5798 125% 0.01 LtRn(Ibs) 78 0 0' 0" 41 1714 125% 0.05 See Note #5 RtRn(Ibs) 78 0 2' 0" 41 1714 125% 0.05 See Note #5 se LLDefI(in.) 0.00 1 1' 0" 41 0.07 L/75292 TLDeft in. 0.00 1 1' 0" 41 0.11 L138605 USE: WI 60 11.88" 024" o.c. r APA- 11.88 "PRI -60( Grade, Depth selected by User Wood I Beam is a trademark of Georgia - Pacific Corp. NOTES • es 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing Location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. '" 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the Input loads and product s application. d. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations outlined In the notes. Summation of max/min reactions for various as DOL may not match total max/min reaction. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Blydsmouth cuts permitted only if all the following conditions are met: cut Is at low end of roofJolst, overhang does not exceed 2 ft, and bearing stiffeners are used. 12 For explanation of GROUP, change to expanded printout Ps as ew p" OWNER: Jones Lot 2 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions (front) & Mainstreet (Sides Size: Varies & Rear) Roof Sheathing Material: O.S.B. Size: 7/16" x 4 x 8 Flitch Plate Material /Size: N/A Bolts: N/A Nails- Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade & Species Size Spacing Greatest Span Each Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill /Rim Joist N/A N/A N/A N/A 1st Floor -Floor Joists N/A N/A N/A N/A 2nd Floor -Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters /Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce /Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce /Fir /Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce /Fir 2x4 /2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing /Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 3 OWNER: Jones Lot 2 Hidden Paradise Exterior Trim Material /Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3 -1/2" vinyl decorative trim Door Trim 3 -1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer /Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness /Size: Spacing: Nails: 1 -1/4" galvanized Felt: 15# Size /Weight: 36" x 15# Nails: 1 -1/4" galvanized Roof Edging: 6" pre - painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26# x 18" galvanized Roof Fans /Vents: 6' steel off -ridge BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 4 OWNER: Jones Lot 2 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS , Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand /Model /Material Size Thickness Hardware Front Generic 6 -Panel Metal 3' -0" 1 -3/4 Stanley Rear /Garage Generic 6 -Panel Metal 2'8" 1 -3/4" Stanley Sliding /Patio KINCO M50 6' -0" 5/8" insulated Garage ROLL -LITE Model 110 16'x7' 2 -1/2" ROLL -LITE Other BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 5 OWNER: Jones Lot 2 Hidden Paradise 8. INSULATION: Location Material Thickness R -Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3 -1'2" 11 Tyvek —1650 Ceiling Fiberglass Batt/Blow 9- 1/4 "/13" 30 Kraft —1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK: Item Manufacturer & /or Material Style Size Doors Generic Hardboard 6 -Panel Varies Casing Generic Finger - jointed white pine WMP -256 2 -1/4" Base Generic Masonite WMP -623 3 -1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger - jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET - Antique Brass Dorian Varies Door Stops Generic - Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC - 022365 6 OWNER: Jones Lot 2 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL /PLASTER Method of No. of Coats Room Material Thickness Installation Walls Ceilings ALL WALLS Sheetrock 1 /2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn 1 /2 " Ceiling Nailed 3 Texture Finish- Walls: Smooth Finish- Ceilings: Popcorn Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material /Style or Over " " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 7 OWNER: Jones Lot 2 Hidden Paradise 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE & /OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath #2 Other: 12. MASONRY: I I MORTAR MIX: N/A FACE BRICK/STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK /STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color /Painted: Per Color Sheet Metal Lath: w /felt Other: Stucco at foundation only BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC - 022365 8 OWNER: Jones Lot 2 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump /Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30 -1A A/H A30 -05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R -6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex -duct R -6 Return Air Ductwork Material: Fiberglass R -6 Insulated returns: Flex -duct R -6 Area Number of Supplys Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One -way throw -11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 9 OWNER: Jones Lot 2 Hidden Paradise 14. PLUMBING: Waste Disposal - Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply - Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve -Make & Model: N/A Gas Supply - Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3 /4" House to Water Heater CPVC SCD40 Glue 3 /4" House to Bathrooms CPVC SCD40 Glue 3 /4" TO 1 /2" House to Kitchen Sink CPVC SCD40 Glue 3 /4" TO 1 /2" House to Refrigerator CPVC SCD40 Glue 3 /4" TO 1 /2" House to Dishwasher CPVC SCD40 Glue 3 /4" TO 1 /2" House to Ice Maker N/A Other: BESTCON, INC. 4000 -8 St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC - 022365 10 OWNER: Jones Lot 2 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom- Fixtures Description -Brand Name, Model Number, etc. Master Bath Guest Bath Bath #1 Bath #2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 STERLING 2660 Tub Acrylic Feature Tub Faucet & Control Lever DELTA D- DELTA D- 2710LHP/H62/A62WH 1448LHP/H71/A7 2WH Shower Faucet & Control DELTA D- 1324LHP/H71/A72WH Lavatory Faucet & Control DE LTA D- DELTA D- ry 2521LHP/H22/A2 2521LHP/H22/A22WH 2WH Lavatory BRIGGS 3002 BRIGGS 3002 Feature Tub OCOV -60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops /Shutoffs: @ all lavatories, sinks, & toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 11 OWNER: Jones Lot 2 Hidden Paradise Fixture Description -Brand Name, Model Number, etc. Size /Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33" x 22" Kit. Sink Faucet /Control DELTA 400 WHWF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet /Control Washer Hook -up STARITE PVC Laundry Tub Laundry Faucet /Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company- Overhead: N/A Underground: 150 amp Panel Box Manufacturer & Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name - Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 12 OWNER: Jones Lot 2 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove # 8 copper 50 amp Yes Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond. /Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept. /Outlet -Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 13 OWNER: Jones Lot 2 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number & Number of Receptacles Size Size Type Lights of Switches Kitchen /Nook 20 amp #12 CU 4 4 15 Dining /Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 14 OWNER: Jones Lot 2 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan /Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood /Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Prewire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof 15 amp #14/2 CU 2 Recepts. Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room Progress 4032 -30 1 Breakfast Nook Progress 4609 -30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602 -11 1 Master Bedroom Closet Progress 3408 -30 1 Bathrooms Progress 3114 -15 4 Bedrooms Progress 4609 -30 4 Halls, Closet or Laundry Progress 3408 -30 2 Garage 4' 2 Tight wraparound 2 Kitchen 4' 2 light wraparound 1 BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC-022365 15 OWNER: Jones Lot 2 Hidden Paradise Garage (front wall bracket) Progress 5846 -11 1 Front Porch (O /H) Progress 5805 -11 1 Kitchen Sink (O /H) Recess with open trim 2 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW #300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW #200 Walls of Finished Area: Swiss Coffee L -4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L -4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW #350 2 - coats Swiss Coffee L -4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks /Downspout Extensions: N/A Other: BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC - 022365 16 OWNER: Jones Lot 2 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB /SHOWER OTHER COUNTERTOP Kitchen /Nook VINYL Master Bath VINYL Owner's Choice To 7' -O" AFF Guest Bath Bath #1 VINYL Owner's Choice To 7' -O" AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thinset over underlayment 1 Walls: Thinset over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre -wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w /battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: PRE -WIRE ONLY Other: BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC - 022365 17 OWNER: Jones Lot 2 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 sf of Floritam St. Augustine Number and species of plants: 30 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and INSTALLATION Model /Style DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Lee -Rowan & Omni N/A Cabinets Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. 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D D W • 3 'a * z O --Im Q, III cn r I O CD G. ✓ A i-- N ao 3 n O N (O rn 1 - • N O (.71 • O ` 1L v ° ° A 7 C O C 3 i • O O O O O O ~ o ,-' - O D m VD CD A 3 r z m -. o '>7 3 to in o in in in (n Cn c O CO N Z - n rl T T - 71 11 Cl m O D N 70 Z r C O1 N ,---, .-. N VD '11 (n 3 p 0 .T7. p -1 0 C 70 m c 70 D m ? O D £ -1 TI m E -H H Z 3 z m IT G Z -,--- -, CO m T CO I 77 3 N � 01 II Co m L0 Z -a co 3 O (Nn i-. c N n O CO O �1 1- 3 LI O W. N z u+ N v ' I x 'p to W OJ -1 -i 0) • • W -i m n n n n 0. r o o w m m , —1 v O ... c 0 - -1 O z - 2 n = Cn gill n O 1 G7 m m -, m D 0. 0 . . 2 R' 1 -< L7 Z Z r �• m O O N a d > -0 I--, '� (n 0 0 0 0 r a ca z ry a a a a c r (D (n C7 O o �' : r 1- D 3 0 Z r �cD N 1 co D N N N D - � y N m 0 N X X X Z - n d 1--1 0. 0 I-- 70 (n X A A A :. j C" -, z O Cn co A? A C7 N Cn N N - )- . r11 m C (n , -O , V I r� w R. n 01 01 -1 01 01 c in 0 o r r r r • '�` vii � , W )0 TI - 'i 71 71 - n W N N e X A O D N D T n CO O O X . ct (7 c < • Z ■.I ›.-..0,,,==,:,,-0; m m , � / O o 1-+ O 1-. • CO _ m `11 I- r o vi o a c _ v r O m O c)'1 O AL . ti�yaz II r o v+ o Cr n -y a m c z CD c, III .�-. ct Gt I M 7c z' c. o ilk w 0 0 0 0 no r o -0 x z r Pi r - o 111 W �' D z P lir O -I L7 ��� N O H m Ul n z v C •• .- H CO W 4 = 11 X T O .A A A p O ' 2 4 , x O - v-0 v x 11 o c _ 7D r r r r• r m n m m m O i D • - rr c c rt O .i 7; - _ - c x II o - 1- � �' rn o rn o ~ N (JI ∎��r = 0000U o 0 0 0-� JP -, .ocnnz-n-Irn an-loa'' A o m 0 ° - 1. m - 3 . m t o 0 0 o v l2 F� X 01 s O CSI �� �� -I. (n ! m - = — x ---E c-f T > d Ac oa cos N -0 I 1- 1 OIL , rn az. .-■ , ■-• -• 0 al 1: a 1r o _ F-1 c a - (.1-) ' o - O m t 1--' O 0'1 01 r 1—' a l . r- 0 ' m o •--• •-, O N A, r ^' m o c) z n 0 ti r - n = o a A o =',A8.7, 0 oc W m m -1 3 1 ( o r n o w m o -1 C m Cr, 0 2 --I +n 0 A 0 M D Z ,,. Z 2 II Z ∎-+ (-, D C N -G Z o O ..8..444, O m 01 .-O Cn = O L7 n 1 r � •• 0 c \ � � tl • • N ••.ftg . m -1 N 0 v . - C1 0 7 1 I 1 ) •• CT CT o z C , y o., r N m m 3 .. / � : , 1- x m 3 -/ M..• C co n7 D �cFq y •' '�j m o O D z 3 D v m -I 2 c - Z (n 21 - y 1 0 m ••-• r (n o o D 0114 0 0 0 - 1 CO CO -I - i N T - m (n z m 0 n n n n T A m .. x n _ D - I r O o m 7 C '7 • • r C7 27 r m r r r r r ■ ---I CO \ z D o o� 0 a (a o C") n • w D D 0 m > r o w ° (n Z I c o n a. V1 .. 1--� N O 1 r M ~ N 0 CT1 V O ' D m -i 0 o m c - n (n 3 N O O O O O O m m D U r 0 z - 0 - 0 - 0 '1 -0 11 CO I- CO • V) Cr) V) C) V) r Z m T T T m T CT1 0 V - T (n S O O XI) m c n co Z7 m C7 410 > m 3 O O -i T - 3 z m m 0 . - m , GI, c, 77 co o 3 A 01 II m I--' Z N N • y 8. 3 O V z C N cn 3 ° N A Ln V) 3 w CO O D W I-, 2 O O W T T N co t 1 z - o n... n r P1 z - 2 0 •• W -1 ^ I - C m --I o D o r O o • -1 3 m 1 z O •-r --I Co 5 a cv - m r c1 m ° r m m J n n 1, x _ O 7a D 70 o F = = U 1 -< � r II G cu Qs) O N o f h � D 1....._._d 1� Grn r m aW � v (4 - T D 0 .N-) A N V/ 0 0 orrn r N o r z = z r .: V; N P1 = = > 3 D N N N D £ 71 D m - 0 z IV X X >< Z 721 a. H < P1 N Z r V1 c1 X- - A N 7. O (p O P m 2 2 VI V1 N V N a m v R1 .Z1 0- C (n v v v 71 m r (n P1 v o (1 P1 (n m v 4k �k k olk a-. y^ I ' � '' W (n = O 4k W N N YC - 0 -I CO N - 1 N Z z D (1 l0 O X 'D O D N V/ Z CO (J1 IL ^ N O) !1 w m .'.' ��� W D o r IL i u - _ A (J '1 X C O O O o P m Z c-) _ O D a 7c � x III IA \ \\ z n V1 ti A '=" n c o II c c m a v, -1 o m r O o • 71 2 O L7 ^ J N O E O v m VI - 11 2 z z W v v O z 0 _ - N rn O D • o v m n mito 0 N ,__,'• s O -i F II C* gi, H - N i J A N O H l' vi ,.. ova A� p - X X W ° z J _.. is 2 2 A zcx rn T - lJ o DO _ N N i - V1 m n u l -7C O T rn ••-' O N A z r' T c1 Z 71 0 o _ • r 2 O D III m m m or n ao m 0 m (1 0 2 T f7 Z 0 Z N c--) 3 G N < Z o cr ,M �NNm�M O m .Z1 a 2 O (I'. V1 CD w m o T G r r- .. W > �J / � �if r-' z a z : y T: W 01 C3 z ° 0 70 I A.:•.1 a I-- r m M 3 0 N. D m -I 2 JO Z O c1 C 0 I- - - - I -, A D V7 0 -107 CO -1-1 N £ m N Z `! - 0 0 O 0 m 0 C T .r... .. x n o z v P1 z r n r' 0 C7 r 0 _~ T 1 I r r r 0 W v z D 0 o1 7 (o 0 G7 ( • CO D r1 f m > .� r (n ° N Z r C 0 r1 Q• A I--■ N 0 7: r A ~ N 0 01 v O ' O p m n 0 ° O U1 O O O 0 0` D m m r o z T T T T T II W CO O Vl V1 V1 V1 V1 • r 2 T T T T T (0 0 C) P1 T V1 2 O O m 7U IT C7 70 D T 3 CO oila D £ --1 T - 3 z m m J m 2 = (D o ■ CD _ 70 r v ~ CO o l i X) 1--. M ,1,. ui W 3 O v A o N u 3 ° N A LT' I v, y o OW f a O W T Iv 70 v N 0 N 111/1/ 9 I CO .. 0 7:' O O O A Oa O T O I n n co ril -G G m o o N f CF D ��" 1 m CO A A jimi; ne r r = moo G ,,, - 0 N D N N N n Z x x x Z m¢ H O G A A .P rC < N Z CD N N N V1 N lo l g L f 0 i - a 4L 4 o y � I - '_' o W N N A \\ >< \\ (-:::1 - z z o l0 0 N v Ul x A a p ^ J _ ` C] , L , 7 A *V : W _ _ z A N � m a - C -7 y II p N > 2 O ii""!!"" �y ■ _ W N � ° iii m °n= N v, <s a co ao _, • N O • _, < U7 Ja O=o a ° d CD X X r, m • • '3 —I ' , 4" o aA O i'O V) c,--,-, a .--1 - c o - V j a u O co cn o �r n m .. o N r T z n o I o D Nc+ o a - . A oo o CO m - Pm - IL= .. •--• z0 00 o r --I w m 'O J C v iv W M n0 O S O e.JI U'1 ,\T„:_li Z r Z v () r N < Z o o ' ,, * "w O o IND /// ir ' /// m c n m b rn V T -0 a r w n z , - tt = ° • rn A m ° Ii II o o „ y '• *i a, o 3 A H .. A m O � c ' W G Cq ~� ^ 'A f--• m D z _ 3 C Vl W Z ' X Z G m 1 V iii f r U"1 = - -' - 1 N r _ /// \ _ n A O —1 co W —I -H —. N m N z - o c co C7 C) n C') -n A x n > x --r r w °• o v m m ;-, • • r o o r o CO Ti r - r r r r i cn o _ z o k G .) n • G) y CO n ° LA Z r o n Q. 4, N o r v o cn o m o o ° N O O o O O C7 m m O U1 r o z v v v v v co 11 N (....• CO -• V7 V1 Vm m -n N I `--■ H r z m m m rn I F • • - "II cn or 0 TI V) 2 = CD A \% N m cn t i p m n ,O rn r 3 0 0 ■ E TI (D cu 3 z ti (11 m _ i n A N v o c r l v, O Co 70 •-•-• 3 A (3 11 < • z r N 3 0 w A rn \ \ ---J c N 3 ON N 4 ' Ui U'1 cn 3 w oo 0 3a ° \ W m 01 3 ico O O r-t A f 1 1 -0 7, 01-1 I —I 0 o --1 - rzr co o 2 2 <- n '''c ' • E. rri - < 1 M 0 0 No F•: zr = I . 9 , 21 10 1 ›•:.< ..r.,,, > r- -p - I-. 1- H 1- Na 71 CO A 70 = -0 n ry iv ry >- z x x x r. rt a 1--i 0.3 C 4.• -I> -F. ,, = (1) VI V, V) VI fv ry oarta ft rTi r -0 -0 -0 ---, - 0 LO c, 0 --- C) - - 0 - v, 5 I--1 (../C)1 (.71 C i--, 70 -I Z Z -1 CA 5 ry 2 t 2 T. 2 `-. ,',' t t 1 • =, t = % . r-.7 ''' : T 7 '72. ; 2 , ''; F --- f '=1 2 7 = . sal ii ---.1 CO 4 07. ° MA -- \\ I:1W 0 77 , .. - o - a a o a = 4.1, a a •,-, -, • f V) ass maa-Orn• >a - rn a = - n - - - ,-, -, -, z - 0 - , ■- II on j " > , ••,, o -=' ,.._'•=• `,.'r L 7- I'I ' z , -, .. - . rn • .-• r- a a a = r.r1 -I,. ra, co - n m ,...„ ---1 a a a r- ,-, 0 - ,..,. , = -I 0 0 .-•• A ,- N = A = 0 I= = a 'a . a o •-• .. V 0 00 1 .. ,, =, rn m a m ••< a a - a r . r ., c - a i i a C s • , ' rn ' -13 ' o '7 '. -- n , L ,` ".....J ■1 (..,..) Ism 1 ik Ln > co Ti ND 2 ▪ n. ; sr, ; 21 7 r• I ' I = 7, t = r 0 > 47. , A ,-, , I, C. X - -I ,•,., ✓ o l -123 , 003•• =A rn a• co ArII3O• > 3 . 1 — ' ri,an -1a ,...., M , M i r- ?t; :Z i■ : , - , - < 2 ' . " - , a 5 0. 1 ; t ' :1 r a ' i> : L e■ '1 ; - a -•• -•• '.•■ 0 .7 a '; ;.' ;. 8 tr.: 7 - r-r- -, r, ,-., A n•I • 3 , 0 A c = CO CO 0 , ■-, - 0 0 - 0 2 , > rn n a - , - 0 a - a• - r, 7, 7. 73 •-• ro = -...• < 4: 7 7 = • a a ... o = o 77 73 -7, CT> >< = = .-3 •4 7 - .- o - o = _ 0.. 117 111111111111.11111110 111 "' r " r " -=', o 7:5 `.: ; ; r-, 2 - t = • • ,000n-oo=73.--..• c =' g 2 L' -■ - z . „ „ - CV A ill 3 ,-, o o z o r• - , a m a rn ii) , m --. sr •-i a/ _': i-■ a, ,,,,_•._.• . _o, _c, ,..,,. g 7, '7 > -; : a _'r •,:, .C:, r'L: '-' f' --1 r-t- ▪ mo•ornmaanrn , a "" •-• rr a a a a a a ". 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D y rn 0 W 01 A A N . c m D Z m 0 A 0 N N N N � �� = rn z II ��', CO -4 f) v-0.v - O N V1 -v vvv 0 CO ,.. ' -" '� x 0 01 0 0 r r• �k k k 1`\ -� 0 Z T T T co F-. N D UI r 0 r D m n w W T C1 l� C %11.1L o r x) CD ay n .. .. ° Z • ' Cn D N Z S N A 11 CO CO 3 • CO CD 'S V - - ` 0 m D N 1-' r r 0 O - a .� n v, A m . m ° N G7 0 0 0 0 !D m 9 - - o 0- x 3 X. N n n #016-' ` ' ' o m D m N rn O 0 01 7C 7� co D- N O O _ -i -� - I--4 ' w r 0 r r t7 0 0 0+ m R1 0 V + z z D z o o-o z z 2.< N m m 0- 0 N r 0 fit ,p r-� z r r �-. 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II o1 m o v N z Lo 3 r -1 N m N m N (n 2 : C3 'TI r t c - - z o w o 0 ®, rn w D 0, T T i II N V ._. � �i r N 0 O -I - n :O O v �- r o szo O X/ a m c� m /yF ,� W o W � `/' II m r 0 z * w o D w r a a Mn Z n m D m m = v 01 m m D z --1 _ c 0 _ Z m. z, n Q -1 C W -1 -1 Z O • O CD N O m N D DO -1 r F"' T - 2 o m r o o r n~ c c o - n m r r- r r r A 3D -- 4 0 CO Z > O 1-� ry z o A . r Jo - N 01 3' Co ,t7 ( 7 • W N N 0 D 3 . -.- . 0 oD x z r 0 �1 1--■ m -1 .X Z '::.. 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CD A N O m m r m m n t3 m m-m ooz z v CU s C ■ xm y p y N m m n m 0 zz. tz O t. : Cl ,. 0, a¢CA NIS 0 CD m m N m a C"' 0 z -z :z O.'9 to CC - k.t a vCC+3� O e� . y `A ' C'7 y C v r ° r r w C C4 +i r "'j Z z O " 1 y z 1. 'A U) Cn P"'•- r � . an� Cs] . ° 1 = t:7) z on s. za A z °Sz °S §.1^0 a Z° o C'7 Z 9 r.1 a E -".ao -. m vimvmit9F nNti y z y U] z 5 m x °•.ob, 0 z Z cz al o j a spa m r n ' x� O ° O b 5y n m r o m a ro� ° c ^ n o t7 C -� C ts2 OM m0, co `ti Z c ,.0, y o ,z M Cr 0 �� d A n ' :D 'U CD `3 , • O L% O Z G x O y > H c 0 i C N N 9 C p a ° uZi� �Z'9 s� �g , r" - 4 / ;= a m 'a 0, 0 a z 'a n a in ' m Z Q N n U y ,, O N N N PJ O t7 O \ 7.. N" At ' v C W Olk S:', a o a m ,n o m .- m u . x r T �+ O � z ° ° z z Q CD W O 3t W '2 N 0 �3 CT2 > Z ° C C7 CO 1 �3 N - N O ° o - n m a° ni 2V O C O cn 0 CJ mm z nz0 �.A CO N In OWNER: Jones Lot 2 Hidden Paradise • SPECIFICATIONS DATE: 11/26/02 BUILDER: BESTCON, INC CONSTRUCTION JOB ADDRESS: Lot 2 Hidden Paradise (1487 Laurel Way Atlantic Beach, FI. 32233) All Items may not apply. (Mark those either "In Allowance," "Owner Choice," Not Applicable — "N /A" or None. 1. FOUNDATION: Not Applicable - Monolithic Slab FOOTING- Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING- Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL - Material: N/A If Concrete Block -Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS- Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS- Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD - Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE - Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE- Material /Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R- Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS- Material: N/A Size: N/A Span: N/A COLUMNS- Material: N/A Size: N/A Spacing: N/A BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 1 OWNER: Jones Lot 2 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR- Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish & Curing Compound /Sealer: N/A HOUSE FLOOR- Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish & Curing Compound /Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish & Curing Compound /Sealer: Broom finish SIDEWALKS- Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3' wide Finish & Curing Compound /Sealer: Broom PATIOS- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound /Sealer: Broom DRIVEWAY- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16' wide Finish & Curing Compound /Sealer: Broom IF REINFORCING REBAR -List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS- Spacing: 1 /2" x 10" 32" O.C. Location: At perimeter EXPANSION JOINTS -Type: None Location: N/A CONTROL JOINTS -Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and /or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON, INC. 4000 -B St Johns Avenue • Jacksonville • FL • 32205 11/27/2002 CRC- 022365 2