The URL can be used to link to this page

Home My WebLink About2621 El Capitan Dr 05-771 COPERMIT ADD CONTRACTOR (k • 4&b • tA.) 4e % t ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION bire-&MUO o 1 dl PERMIT # OS "*1 $11 DATE )a- I& Oy PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE Ao ; Y City of Sanford Certificate of Occupancy This is to certify that the building located at 2621 El Capitan Dr for which permit number 05-771 has heretofore been issued on June 15, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 06/13/05 Engineering: G Hyatt 06/13/05 Public Works: J Crumpton 06/13/05 Utilities: R Blake 06/14/05 Fire Department: Zoning: Conditions (if blank, no conditions apply) S & S Properties Q�a' YV106/15/05 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO DATE: PERMIT #: ADDRESS: CONTRACTOR: ****NEW SINGLE FAMILY **** 06/10/05 05-771 2621 El Capitan Dr M S West Inc PHONE #: Lionel Southward 407-314-6564 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreci ed. Engineering ❑Public Works ❑Utilities (Fire iZoning (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Im ortant: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Q ` Policy Number /—! 0 N U t4 e, 4rd Sr• BUILDING STREET ADDRESS lincluding (RESSJJncludlng Apt, Urll, i4uite. and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number TAiv CITY ' 5�4/'V f0 ro/ STATE �� ZIP CODE 3 Z 7 7( PROPERTY DESCRIPTION (Lot land Block Numbers, Tax Parcel Number, Legal Description, etc.) f /o / / 2 A L Z �!_ _ Z L p 1 Gy el D p6 tL '-oa 1'9 BUILDING USE (e.g Residential Non-residential, Addition, Accessory, etc. Use a Corr(inerds area, if necessary.) ll�4ti%,/7,0/ LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM. SOURCE: 1_1 or ##.###tt#°) 1_1 NAD 1927 1_1 NAD 1983 GPS (Type): 1_1 USGS Quad Map 1_1 Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX 87. FIRM PANEL 88. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATEJ ZONE S 2 U 2 � � ( ) (Zone AO, use depth of hooding) `! ,-+'� ! ? ? B10. Indicate the source of the Base Flood levation (BFE) data or base flood depth entered in B9. I_I FIS Profile 1_1 FIRM 1_1 Community Determined I_J Other (Describe): )VA- B 11. Indicate the elevation datum used for the BFE in B9: (4NGVO 1929 1_1 NAVD 1988 IJ Other (Describe): B 12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_I Yes I_ o Designation Dale: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' I_IBuilding Under Construction' I inished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _J (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE. AR/A1-A30, AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specified In Item C2. State the datum used. If the datum is different from, the datum used for the BFE In Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Cv rKTc, L3 Does the elevation reference mark used appear on the FIRM? I_I Yes 1�1 fJo ❑ a) Top of bottom floor (including basement or enclosure) "2 g ft.(m) ❑ b) Top of next higher floor J►l,Q _ ft (m) in ❑ c) Bottom of lowest horizontal structural member (V zones only) A4 AIX ft (m) ❑ d) Attached garage (top of slab) o 0 ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) _ 14s Z (t,(rn) ❑ f) Lowest adjacent (finished) grade (LAG) t(� . J;j__ ft.(m) Z'tn ❑ g) Highest adjacent (finished) grade (HAG) _ ft.(ri) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade Alm ❑ i) Total area of all permanent openings (flood vents) in C3.h- sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 22-51 e I nis certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the infomration in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable bt fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME //I LICENSE NUMBER TITLE COMPANY NAME �� !� ^/ ki'R L �C7r[/lir i S uYc- ec� ��- CITY � �CT71 STATE ZI CODE7 SIGNATURE 'r W.eiyl DATE �TE�LEPHNE 3Z '2 7 / FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions M. E WARD GORDON REGISTERED LAND SURVEYOR No 2259 P.O. BOX 1557 SANFORD, FL 32772-1557 DATE �/T (407) 324-5720 City of Sanford Building Division P O Box 1788 Sanford, FL 32772-1788 RE: (Lot Number & Address of Location) 2 6 z G. L � "' eli � "i %r �7` L /J/o - /c e- fG ��/� T W-i/� /�L 52 -771 1,2r ,e ,f--n Gv 0 l -1 P fj O q To Whom It May Concern: The finished floor elevation of the structure located at (address & legal) meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a). S incere I y, Surveyors Name In '-V- e&Ar41 e5 -10-v DATE: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****NEW SINGLE FAMILY **** 06/10/05 PERMIT #: 05-771 ADDRESS: 2621 El Capitan Dr CONTRACTOR: M S West Inc PHONE #: Lionel Southward 407-314-6564 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑En ' ering Public Works ❑Utilities ire ►Zoning — K (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 4. 1 CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTWN, ; ****NEW SINGLE FAMILY ~J yQ 1 1 1 G t= 1 1 1 1 DATE: 06/10/05 1 1 u 0 11 PERMIT #: 05-771 w ko u. ADDRESS: 2621 E1 Capitan Dr •° o u C G N m 1 = O .1e `a' ' CONTRACTOR: M S West Inc W W PHONE #: Lionel Southward 407-314-6564 � � W- v S The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Publi Works tilit' Fire ►Zoning (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0 LMBC0401 CITY OF SANFORD 6/14/05 Address Misc. Information Maintenance 14:17:37 Location ID . . . . . . 272335 Parcel Number . . . . . 01.20.30.504-2600-0120 Alternate location ID . Location address . . . . 2621 EL CAPITAN DR Primary related party . . Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC i�'T SW DEV FEE $1700.00 WA DEV FEE $650.00 51005 2.00 CSVC T� BP05-771 PD 3-29-05 SEE REC#7741 51005 3.00 CSVC UT 3/4"WA METER SET FEE $190.00 WA TAP FEE 51005 4.00 CSVC i�T $120.00 (ST) $1300.00 PD 5-5-05 51005 5.00 CSVC TAT REC#7741 51005 6.00 — 7.00 — 8.00 — 9.00 — _ 10.00 — Special notes More... Vi=Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Ifgtes F12=Cancel 4'�3,00 # — Job r 6c,'ecs- De3:HD?4cn c FH3-ovic Dist: Pet n;F Tape: Building Ieclncal Mechanical , ` Plumbing Fire Sprinkler/Alarm Pool Eiectricv): New Service — # of.'AMPS Addition/Alteration Change of Service Temporary Pole 1 Mechanical: Residential FNon-Residential Replacement New (Duct Layout & Energy Calc. Required) P;umbing/ New Commercial. ; of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of \Nfiver Closets' Plumbing Repair — Residential or Commercial Occupancy Type': `2esidenti:il Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other then A) Parcel #: Owners Name & Address: Contractor Name & Addo s: (Attach Proof of Ownership & Legal Description) Phone: T AT%' A QR-1-r�,s � —State Licer t�!ki °F G. DELL0 RUSSn Phone & Fa:: Contact Person. Bonding Company: Address Mortgage Lender, Address: Architect/Engineer Address. Phone: Fn.: Application is hereby made to obtain a prrmit to do the work and installations as indicated. I certitj lhat no work or installation has commenced prior to the issuance of a permit and that all work %-,dl he performed to meet standards of all laws regulating consinrcuon in thisjuticdretion I understand that a separate permit must he secured lot• ELECTRICAL WORK, PLUMBING. SIGNS, WELLS. POOLS, FURNACES, BOILERS. BEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all rvorl , ill he done in compliance with all applicable laws regulating construction and zoning. WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN )'OUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE' In addition to the requirements of this permit, there may be additional restrictions apphcahle t is p City ilia % he found in the public records of this county, and there may he additional permits required from other governmental entities such as w r a g Went , t cis, state agencie tedeml agencies Acceptance ol'hermit is %erificatinn that I will notifv the owner of the property of the require nts o or L . FS 713. Signature of Owner Agent Date n it conir• ctor ent Date ERT G. DELLO RUSSO Punt Duner,'Agent'q Name Piml onuaclouAgcnl's Name Signature ol'Notan-Stair(it Florida Date Signatureol Noiarn-Stateol I onda ate Owner%Agent is PerSnnall Known to Me or Produced ID_ APPLK'ATION APPPCi\ 1:1) B)'. yldc (Initial & Date) Special Condm ns. Zonine: Conlractoi/Agent i}�isonally Known to Me or Produced IU I Initial & Date) Utilnic, Ilnnrul2: Dale) FD: I Initial & Date) MIRINDAC.TURNER MY COMMISSION # DD 212893 1.EXPIRES: June 14, 2007 Bonded Thru Notary Public Utrdem•nters „ pv Permit # : O S 111 1 Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION n Date: 1/ �v Value of Work: S 115 0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS �lL Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Owners Name & Address: Contractor Name & Address: 1, Cl A -� Phone & Fax: Bonding Company: Address: Mortgage Lender: — Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Contact Person: (Attach Proof of Ownership & Legal Description) Phone: State Lieense Number: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manag t d tricts, state agencies, federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem of Aorida Li Law, S 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name P �onr/A is Name =:3�a� y S Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is_ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: DEBBIE BLANTON Co#-M�.3-NOTARY MY ComftlSti9Rlyy 1M or EXPIR_.^,• FL NotaryDiscount Assoc. co. Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) LIMITED POWER OF ATTORNEY ra • . {late• 4-- 4 — 11 5 l hereby name and appoint L on e, t wAe.,j of to be my lawful attorney In facto to act for me and apply to - for a C t E 2 16, A C permit for work to be performed at a location described as: Section: Township: Range: Lot: Block: Subdivision: (Address of Job) J 4 S Q � � L(�d►� � 3�� (Owner 6f Property and Address) and to sign my name and do all things necessary to this appointment. (Type or Print name of Certifia Contractor and License #) (Signature of(Zertified Contracto Acknowledged: Sworn to and subscribed before me this Day of A.D. Notary Public, State of Florida (Seal) My Commission Expires: rda Notary Public, State of Florida �Jl My comm. expires June 28, 2006 No DD 118258 Bonded thru Ashton Agency, Inc.(600)451-4854 CITY OF SANFORD PERMIT APPLICATION ew PeAr,� *- vS-7-7 I Permit #: Job Address: Description of Work: _ Historic Dislric:,: Date: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing )6 Fire Sprinkler/Alan, Pool Electrical: New Service — # of AMPS Add ition/A Iteration Change of Service Temporary Pole Mechanical: Re::idential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets a Plumbing Repair — Residential or Commercial Occupancy Type: Residential — — Commercial Industrial Total Square Footage: Construction Type: , f"' , # of Storics: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: . C, _ (Attach Proof of Ownership & Legal Description) Owners Name & 4%ddress: _ �V LLkt,Laia d /� may' j ` Phone: Ty� 3)7 - l0� T Contractur Name S. Address: _. 1�� Ir l - e icon Number: C f C' �v�% :ate Phone & Fax: _ Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: _ jam-- Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rcquircmentq of Florid. Lien Law, FS 713. Signature of Owner/Agent Date Signature o ontractor/Agent Date NE Print Owner/Agent's Name Pr' onlractor/Agent's Name ,!�10,,2,-A— — e s Signature of Notary -State of Florida Date Signature of Notary-Strlte_Q Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: DEBBIE BLANTON My CC ivlk!!SSION # DI t88491 Cont ct is r, I'eis1u%Il: rllt0t2fl.iWc or n r,wM y Discount Aww- Co. Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) STATEMENT NUMBER 1O4-7634O DATE: / 4 .... ... ..... /\| UNTY NUMBER: NUMBEK {)�`l '} CITY) � __________ 0Ul|DING PERMIT : ,________ ,^' �� - ��!' ----__________ -�=��+-----~_.- --- UnIT �DDRESS: ION---- [.ITY DF SANFDRD '------- TRAFFIC ZONE: JURISD1c| : (6�� _ _ ___ --- PARCEL: ______ RNG: --------- SEC: --- TWP� ---- ---- TRAC. : _----- __________ S\)��DlVISION: _____ �� BLOCK: �� LOT: 1�. AT BOOK PAGE: '�� _~^ _ PLAT BOOK: -�1_ -— OWNER NAME: ±��''~~� __ ADDRESS: -- APPLICANT N�ro�JS Af ____-_.......... LAND USE CATEGORY: 001 - Single Family Detached House TypE USE: Residential D tached - Construction WORK DESCRIPTION: Singl� Family House: e ------------ TOT�L DUE ---------------------- PER # & TYPE --------------- FEE UNIT RATE'.- --------------BENEFIT RATE �— OF UNITS FE[ SCHEDULE DESC. UNIT TYPEDIST________�______________________________________-------____ ---------------- 1 $ 705 0O KOADS CO WIDE O dwl unit $ 705^00 ^ 'AKTERlALS - R�)S NORTH O dwl unit $ 142.0O 1 $ 142.00 AD -COLL[CTORS LIBRARY CO -WIDE dwl un O it SCHUULS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O $ 2 AMOUNT D285.00 UE , SrATEMENT SIGNATURE: ' --��- RECEIVED BY: 1��.... ........ ..... (PLEASE PRINT NAME) .... .... .... ....... .... NOlE TO RECEIVING SIGNATORY/APPLICANT: FAILURETTOFNOTIFY OWNER *AND [NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIH�� , u" `.`\» ._-' AID DISTRIBUTION: 1-COUNTY 3-CITY - 4 COUNTY �� _�� ~_~~ 2-APPLICANT CITY OF SANFORD **NUTE** THAT THIS IS A ARE ADVISEDE STATEMENT OF FEES WHICH BUILDING PERMI� ~ P[RS[/NS AND PAYAUL pRIOR TO ISSUANCE OF A ARE DUE ARE ALSO ADVISED THAT ANY RIGHTS OFATHE\APPLICANT,TOR OWNER, ~.~y_ PEKSONS TO �PPE�L THE CALCULATIONS OF THE MUST Ku o, -�on"°` FILING BE EXERCISED D SCHOOL) IMPACT FEES El)UCATIONALE(UEST CALENDAR RECEIyING DAYS OF THEOCCUpANCy WITHIN 45 THAN A WRITTEN «AuE CERTIFICATEUO� OR SIGHA) uy� DATE ABOVE BUT NOT LATER REVIEW MUST MEET MENTS OF THE THE RL�O�«.NING E REQUE' T FOR OCCUPANCY'D nEVELOPM"NT COPIES OF AppEALS THE RULES GOVEKTION CODE. FROM THE [�OUNTY LAwKE» PLAN IMPLEMEM� n5 OFFlCE: UP OR:REOUESTED , MAY BEAPI[FI»ST 'TREET, SANFORD, FLORIDA 7474 32771; (407) 66 - ` 1l01 � �/� " PAYMENT SHOULD BE MADE TO: CITY OF SANFORDMENT BUILDING DL�nx/ 300 NORTH PARK AVENUE SANFORD' FL 32771 PAYME�T SHOULD BE BY CHECK OR MONEY ORDER,RAND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING r� n�` .`".."~` ..� �� LEFT OF THE NO7ICE. ***T�|IS STATEMENT IS VALID ONIN CONJUNCTION WITH*ISSUANCE*OF*A*** LY *******************SINGLE FAMILY BUILDING , $ ) C) -0 o L�, ) )a 6a'"' .; - 0 u :: JA - 0'' i 4 CITY OF SANFORD PERMIT APPLICATION Permit # : OS 1 J 0 1 Date: ion- -a4 Job Address: 2(oZ) Eli CAPMAO Dr -(VC s4,VIGOlz'fl FL 3Z7-71 Description of Work: At6W 5141E 1<AM1 01 �Si>DE/UGE Historic District: Vo Zoning: R-1 13 Value of Work: S. Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole ,)f Mechanical: Residential Non -Residential Replacement New )( (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ # of Gas Lines 0 Plumbing/New Residential: # of Water Closets :- Plumbing Repair - Residential or Commercial Occupa cy Type: Residential ( Commercial Industrial Total Square Footage: j l0 ConstrucUn l�' F$ R VI # of Stories: # of Dwelling Units: �_ Flood Zone: Y (FEMA form required for other than X) Parcel #: O 1 — 217— 30 - 5 D 4 — Z &00 — 0 1 Z (Attach Proof of Ownership & Legal Description) Owners Name & Address: 5 E 5 F2o?exr,(1 5xPrERPR t5a6 .:r4c, r (col AlawoRY Nye- SANt=vv-b, FL 32771 Phone: 4o7- 3)A-CP'5G4 Contractor Name & Address: M . S : tA/EST . "C' f 0 C rA lE 'i ^ S Ale t e 6 er: CtsC 0Zt710 Phone&Fax: -Z`on1aptrPersop t Phone' 'IGr"L-49-43 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: T , S: Ckc— '1AL" P� Address: 531 5otJ-i-4 Sit 434 AcrAtAo. ' hona Q07'SZ1-55'rj7 .. <Iv-7 5"ZI-5743q ;..ax • '- Application is hereby made to obtain a permit to do the wo?k and i �I t' t ' that_d9 wo r installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construcHtifiitf4f jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,'0tUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required fr other governmental entities sAas&anementistricts, state agencies, or federal agencies. Acceptance o ermit is veri11tion hat I will fy the o er of the property of the require Signature of Owner/Agent„ Date Signature of Contractor/Agent ate Print APPLICATION APPROVED BY Special Conditions: Date MY COMMISSION f"M11369i 1 1'f EXPIRES: May 1, 2W6 9onded Thru Notary Rblic Und"M'"s S S_ l03 S S c_b� MICHl1:E1: SGo1T WEST Print Contra /Age is Name Signature of rotary- I- �s' DIANA HERNANDEZ MY COMMISSION k DD 113690 EXPIRES: May 1, 2006 Contractor/Agent is S11yt16riod0tntd v Produced ID 1-,.1G11 Bid III 12btt Zoning: (Initia & ate) (Initial & Date) Date r (Initi�D77Z--- � 5/s3-7 699 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD . UTILITY — ADM[N P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Date Owner/Contact Person: Phone: Address: Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): 2) Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): WaterMeter Size (3/4", 1", 2", etc.): REMARKS: NON-RESIDENTIAL Type of Units (commercial, Industrial, etc.): Total Number'of Buildings: Number of Fixture Units (each building): Type of Utility Connection (individual connections or central. water meter & common sewer tap): Water Meter Size (3/4", 17; 2", etc.) u t CONNEC770NFEE CAL CULA770N.- 310 Name - Sii2nattuur - Date arrncrn 8+114a 2) 1) Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) Residential - S650/Unit - Single family structure, or multi —family unit containing three (3) bedrooms or more S487.501Anit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgment/assumption, estimation that such family units on average require 751/6-225 GPD of the water and sewer service of an average single family unity Commercial S6501ERU - . Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the first ERU. (Example twenty-five (25) fixtures units will be rated as 125 eru: twenty-six (26) fixture units will berated as 1.5 ERU.) Sewer Systems Impact Fees Equivalent Residential Connections-270 Gallons Per Day (GPD) Residential - S-1,700 Unit - Single Family structire, or multi -family unit Containing three (3) bedrooms or more. S1,275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (T1tis category is based on judgmeut/asslmmption, estimation that such family units on average require 75% of water and sewer service of an average single family unit} Commercial- Industrial- Institutional S1,700/ERU Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixtures (units. For projects having more than twenty (20) units the Impact fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty five (25) fixture units will be rated as 125 ERU: twenty six (26) fixture units will be rated as 1.5 ERU} FIXTURES TYPE DRAINAGE FIXRJRES UNIT VALVE AS LOAD FACTORS MrMMUM SIZE OF TRAP(INCHES) Automatic clothes washers, commercial a 3 2 'Automatic clothes washers, residential 2 2 Bathroom group consisting of water closets, lavatory, bidet and bathtub or showers 6 _ Bathtub (b) (withor without overhead shower or whirlpool attachments 2 1 y2 Bidet 2 1 '/4 Combination sink and tray 2 1 '/2 Dental lavatory 1 1 'A Dental unit or cuspidor 1 1 ''A Dishwashing machine, (c )domestic 2 1 '/z Drinking fountain h 1 '/4 Floor drains 2 '2 Kitchen sink domestic 2 1 '/z Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 h Laundry tray 1 or 2 compartments) 2 1 '/: Lavatory 1 1 '/4 Shower compartments, domestic 2 2 Sink 2 1 ,/� Urinal 4 Footnote d Urinal, 1 gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets ' 2 11'/2 Water closets, flushometer tank, public or private 4e Footnote d Water closets,private installation 4- Footnote d Water closets, public installation 6 Footnote d For SI: I Inch-25.4 min, 1 Canon-3.785 L a For traps larger dud 3 inches, use Table 709.2 b A'showerhead ovgr a bathtub or whirlpool bathtub attachments does not increase the drainage fixtures unit valve e See sections 709.2 thmgM 709.4 for methods of computing unit valve of fi-ues not -listed in Table 709.1 cc for rating of devices with intermittent flows. d Trap size shall be consistent with the fixtures outlet size. e For the purpose of computing -loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage first fixture unit finless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS FFumue Drain or Trap Size inches Drainage Fi roues Unit Value 1 '/4 1 1 '/, 2 2 3 2% 4 3 5 e. 6 Standard Phu bing coda 0 1997 THIS INSTRUMENT PREPARED BY: NAME: hltClr ca— . . ADDRESS: vA ceysr41-t/W F-, NOTICE OF COMMENCEMENT State of Florida County of - -- Permit No. Tax Folio No. (PID) d 1- ZO-3r7 - 5- 4 •-ZZqo-o 1 zo The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Comj�ent ement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) GENERAL DESCRIPTION OF DMIPROVEMENT OWNER INFORMATION Name and address S e LY gt-Sl jr�&it/C4 (5 ES rG 3 Z7 CERTIFIED COPTI ' . I, 1-01100— Vo r ffrcK Kr /III-,. 514NF7c 0� rL '3z7TWV1.Al. 1 LUK Interest in property (Fee Simvla Partnership, etc.) NAME AND ADDRESS OF FEE SEWPLE TTTLE HOLDER (IF OTHER THAN OWNER) CONTRACTOR r z 14, 5, WE5T i A] c o R Name and ac� i r 1 of CgYSTAL H eW M57- 52 7 ! :3 - Lo CD SURETY (Bonding Company) Name and address Amount LENDER Name and address ««««##«## ««###««««« Parsons within the State of F1m& dmPated by Owner upon whom notice or other documents may be served a provided by Section 713.13(lxa)7., Florida Stamtes: Name and address ONN# •- zo N U 0.0- O O 5 N �i om 2 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be saved as provided by Section 713.13(lxa)7.,F1orida Statutes: Name and address: In addition to himself; Owner Designates--MIG,/t4-EL Sear u/E7r of 106 oeY5T/f-i— VIEW C S�4dFnPD. L To receive a copy of the Liesror's Notice as Provided in Section 713.13(1)(b), Florida Statutes. F-viration Date of Notice of Commencement ;The expiration date is 1 year from date o reco ' g unless di date is s fled.) �;ll D1ANA HERNANDEZ "i MY COn4MiSS10N 4 DD 113690 EXPIRES: May 1, 2006 Owner BmWed Mu N=ry Public Underwdtarc Sr�ature � Owner ;worn to an .' ribed before me this Day of OC pp L' Oka My Commission Expires: iotary Public / The foregoing ' eat wasack ,0 1 e before me this day of 410-0Mr;LS )#S d� li n n L Z •-' �a of person acknowled ed who is , Y moduced. i_ 8 ). personally known to me or who has s - o ' ° (Type of identification), as identification and who did/did not take tnd oath. + 53�3 - SL ..0940 60.00 v m LOT 12 O v V 5 OM 13.50' PROPOSED ONE STORY p o ° SINGLE FAMILY � O RESIDENCE 4 o 13.50' a 12.33' 8 ; W a a V 60.00. a PLANS REVIEWED CITY OF SANFORD ----------------- EL CAPITAN DRIVE --------------. SITE LEGAL DESCRIPTiON Leg Lot 12, Block 26, Dreamworld as recorded in Plat Book 4, Page S% of the Public Records of Seminole County, Florida. Parcel ID 001-20-30-504-2600-0120 Otherwise known as: 2621 El Capitan Dr. Sanford, FL 32111 PLAN SCOPE OF WORIG Construct a new one story, single family residence on a now vacant land parcel. The new building is to be a concrete block structure. 1658 Living SQ. FT. Rw BC mmml-Trn Carp. 108 held Road Bader, IN 46721 Pboae 219.868.5811 R W Building consultants, Inc. Cmmmmng and Ememering Services for the &W tiag kWIsay P.O. Haut 230 Whim FL 339M Phone 913.684.3831 913.694.3954 Facdndle 219.868.5190 Model Dedo Ptemim Series Wood Edge Sled Door (OpaW) with of wit>tota Side�liDea Maldmm Overall Nomhud Shin q to V4 z 618 Oahe b"Whtg Ca■6ptratisasa R, OBO, RO, OS. RX s OXX0 Gemd DeserWow The head and jamb are wood measat. g 4.5" x 1.25' with as estrnde I alamimom saddle thrsbold. The door panels old Welke panels are 1.6r thick and consist of two 24 gtatge (min 0.=1 aced dam ghled to wood stiles and Ails with a are-1 corms The glazed sidelines we rooted to receive W imofaeed tempered lip time inserts maaefiftaed by Thatma-Trd (1707.4.3 Exterior Door Assemblies; 1707.4.5 Malliom Door Assemblies) Too Dmakdm Ted Iaeetim Del Ropolt Na ENEWW AaTH EDO UnWbm stwo ETC lortihm NY J* 6, 2001 01-741-11WU Jo@W6 L Dddu% P.8 0 t2929 Air Pt 13, 2001 01-741-10639.0 WAmM Huny. PS0541se TAB 202 Food FJ� PiiC Radesrr NY Jay 6. 2001 01-741-11006.0 Jammh L DddEL PS 0 42929 MIT is. 2001 01-741-10699A W62M BOOM PJL 054132 Mills ZD1 • Wow E7C- laolarr. NY JdY6' 2001 01741-1100" Jm1ph L Dd bmR PS 012924 Neabati� is 2001 01-741-1009.0 Waddl Hmm. P$ 054152 ASM litxl Air 1ddPrm EM ladoMm NY A' 6. 2001 01741-1100" Jompb L Doldq P.L 0 42929 1 May 1 2001 01 741-1009.0 Womma PJL 054133 TAa 2CUM ~Law1amum EM Rocbmkr, NY Jdy4 2001 01-741-11006.0 J=Wb L Ddd� P.L 0 42729 13,2001 01-741-1009A Wades HwAm P.8 054138 • 8iddi1m am comidad a wodow noel oas IS%arAodi.. DadvmRmao.dw ia6kmdm aria •• Op qm v I - mad twp mawikmpmCL Al gbmd pods* amok be atommWoo som widb m ddria odrria cmd9 radon bhmbn m Size Drags Peemm Ratatgt Opaque UP& R Up To TO x 6'8 +75.00 75.00 OpaW Sin* with Sidelita XO, OX OXD Up To 5'4 x 6'8 +65.00 -0.00 Sid Ahem AdEWd I Comstd Alain Asbagal Opaque Double XX Tb 6'0 x 6'8 + 40.00 - 40.00 1 + 65.00 - 65.00 Opaque Doable with Sidelines OXRO Up To 8'4 x 6'8 + 40.00 - 40.00 1 + 65.00 - 65.00 See reverse dde this page use 1. Evalosted for use in locations adherin to the Fhtrida Bmirhng Cade and where peessute requirements as determined by ASCE 71� Design Loads fbtr Hip and Otter Strsetara do not cowcad the design premm rt uAp listed abom - 2. For Masonry iamlladom where the mbboch is less than 1-V2 inches (FBC section 1707.4.4 Methods and sd*sarom 1707.4.4.1 and 1707.4.42) same diameter Tapeon type aooaex aacbors must befaziaia� length mrot be sorb that a minimm 1-V4" a,gagemeat dthe Tape>on into the masonry argil is abhinod � �' ��,0me Seal No. 43409 April 22, 2002 Lyndon F. Schmid 19W French Laoe Drive 1,40FL 33558 `:��,/�� i I o�� o �� 0000�� 0D00000a�all2th ��o no Ogg oa Piwon one BoU Dole Due 888 M IOU ME [FS[RIPIIIN IIAIE ' RErISEO K Ril MCD PM(I COIIR L OIVISIIII 1-711.111 RE►ISM 9EE1 2. 2.,.,— REVIO SICEI 1 t, 2. 3-10-M PRODUCT RENEWgD ACMPrulawT. 0 2-0,--12°.° 1 taooutf0n jI 06 B _ °'°`MOMM 0"I" THERMAOTRU' CORPORATION PRODUCT RENEWED &0 104 SIEEL I1.11SVU6 QILLE (1119 u+c211.01' 0=01 R.F. t} ' 1 * Can FES 2 001 ARMIo AS Cori nn Torn nn J►"Qftl it W.Amcno will tet A soon Is to $manR C= fan Wit Lam CM rrr _ w• wu ��QLLV —I 41 a n OLr!!l[01 Ifoton:tcn uoarf.r OuMAXIC Coot �a Alana MTaa COOT mvf.nn anu !CC[►Iau No. iI2 0i KGIIMCI M0.71_n Ll ] •t 1 Sh* uP'tD 9r4 8 dt w/wo d2eim Ir oftekip ter4 X" q/6* X. 04 X06 COA 30G 0100 ft Mod aw mp"d Obw nrwAq 0 R*L WM lobbeWd AW rawl 41 4ftr fIr &%fi"W" 2.2 meow um TIM" a a a-vr WN es CA"IFAL I Ku AM SRMnW ItAnNQ SA* poduve - 67.0 psr 0, -,U 47.0 Ps' mvb um skieft" pow" 6" psr Negau" Sao psr ODUM W/wo Sawtse ftwum 47.0 psr megoom 47.0 Psr ix sm al Sam a= LA MW Wm) fIr wrw" I . 8 PIWAO twu • Jvw VATMO (an ado v 1 1. Vir - I cm AM= Ma r Vf= AkCNO* swu S10=1 mt Aw FU TZ aw-em LW As AM I. NJ h" bw GoWaubd rw m b boafta Od" ft ON Fbe Bktv 0,* At w wd mt— P"W." MWAW=xb w dft tiled Or A= 7 UMmm 0,plp toads, &Ad,., CW CVW Shgtw" do not clond ft dntn pmmvv NSW gMW he lk 0 am* " A*-buo b 'm Ob" 1-1/1. (M mcticn 170.4.4,%Wm • and 01*-*BWNW 7707."1 god 1707.4A4 rdpwa cama"b WdW. tft SkCh led 0 NAOMM 1-1/4* rlpopny.l of go rap_ bft UW _=Wmy No @ GkOW& . Aft 813A$4-Wl NAILING FIN Y8 x 1'/.- PH Scre FLASHING PAPER i 1. 1tliAJL, Jt' ur411.1CLjl)i1,P: MANUFACTURER i:A Y- f — • -•—� MASTER FELE IRYWALL SILL Window Fastener Requirements Corrosive resistant #8 x 1114' PH Screw or equivalent W-10" from all comers, 16' O.C. Max. Performance Class: AAMA/NWWDA 101/I.S.2-97 Each rating applies to windows of the indicated size and smaller. 9'. Y 9e• ROOF-1.6 F3r-■er F{EO I OP I 7P Y 74• V99F-1.1 F-H000 I OP d0 AOIF-04J STY $0 F-Hc601 OP 60 A99F-le) %k. Job •. 'A Truss Truss Type Qty Ply dt (w& 00 1 l WEST AlI ROOF TRUSS 1 2 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:31 2004 Page 1 •1�-0 16.7 7.0-0 7-1112 11-9-0 168.0 21.3-0 25.10-4 261�0 29.3-9 33-0-0 .34-&0 1 1b0 3-67 339 0 1.12 4.7 4 4-9-0 4.9.0 4.7-4 0.1.12 3.3.9 3-6.7 1-" So14. 1:62. 1 4x4 = e.00 F2 e 2t4 11 34 11 US 5.5 J L4 7 at4 II 4xe . 4ie 36 Ss 4 7 21 W15 W16 a W1D e 36 2.4 . 30 = — 2x4 a 2t4 L U4 7 D 2x4 H to 17 1e is 1/ 17 2 7v10 A0120H= U4= 3xe= U4=4.6 M020H= 7x10 Nr20H= 10 n IQ �11 1912 111 .4 II 2t4 11 3af0 4 3.79 12 >z10 11 3.6.7 7-0•0 11.9.0 1643-0 21.3.0 20-0.0 20-3.9 33.00 3-e-7 3-3-9 4-9.0 4.9.0 4.9.0 4-" 3.3.9 3-6.7 Plate Offsets X Y : 5:0-2-8 0-3-0 7:0-2-8 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.47 17 >819 M1I20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.70 15-16 >557 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.53 10 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udefl = 360 Weight: 496 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.I D TOP CHORD Sheathed or 3-7-0 oc purlins. BOT CHORD 2 X 6 SYP No.I D BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 PLANS REVIEWED REACTIONS(Ib/size) 2=2983/0-7-8, 10 983/0-7-8 CITY OF SAI�FORD Max Horz 2=259 load case 4 Max Uplifl2=I344(load case 4), 10=I349(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=42, 2-3=10881, 3-35=12819, 4-35=12738, 4-5=6241, 5-6=3969, 6-7=-3969, 7-8=6239, 8-36=12733, 9-36=12815, 9-10=10883, 10-11=42 BOT CHORD 2-19--9776, 18-19=9915, 17-18=10352, 16-17=7206, 15-16=7204, 14-15=10349, 13-14=10348, 12-13=9915, 10-12=9777 WEBS 3-19=398, 3-18=2050, 4-18=3978, 4-17=3325, 17-20=1569, 5-20=1913, 5-21=2560, 16-21=968, 16-22=1531, 6-22=2763, 16-23=966, 7-23=2557, 15-24=1566, 7-24=1911, 8-15=3323, 8-13=3976, 9-13=2045, 9-12=396, 20-21=-1749, 21-22=3137, 22-23=3137, 4-20=1762, 23-24= 1749, 8-24= 1762 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are M1120 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/i-PI I-19 5 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1344 lb uplift at joint 2 and 1349 lb uplift at joint 10. 8) 2-ply truss to be connected together with I Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - I row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6.2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - I row at 0-9-0 oc. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 573.91b down and 622.71b up at 26-0-0, and 573.9Ib down and 622.71b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type Qty Ply dt WEST Al ROOF TRUSS I 2 (optional) 4.201 SR s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:31 2004 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=61.4, 2-3=62.9, 3-35=62.4, 6-35=-138.1, 6-36=-138.1, 9-36=-62.4, 9-10=62.9, 10-11=-61.4, 2-18=21.0, 13-18=44.5, 10-13=21.0 Concentrated Loads (lb) Vert: 18=573.9 13=573.9 C 9- � 4 Job Truss Truss Type Qty Ply dt WEST A2 ROOF TRUSS 15 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:32 2004 Page I 341.7 7.0.0 7.102 11-9-0 1e45-0 21.3.0 25-10.4 2W 29.3.9 33." -0, i-1-". �34 { 1-" 341-7 3.3.9 0.1.12 4.7.4 4-9-0 4-9-0 4.7.4 0.1.12 3.3.9 341-7 1-" Scale - 1'e7. 4x4 = 6.00 12 7 sxs . sxs e e 36 4 N6 vve h5 5 9 W4 W10 3.4 . 3x4 4 10 11 20 19 1817 1e 1s 3 12 2� ex7 = 3.4 = ]xs = 3x4 = ex7 = n 21 1>J 1 a2.e s � = zx4 a 'N i� 5x7.5h9lle. 7x1e C hi 19 12 U7.5 Mine. 341-7 7-0-0 11.9-0 te-6.0 21.3-0 2e-0-0 29.3.9 33-" 34.7 3.3.9 4-9-0 4.9-0 4.9-0 4-9-0 3-3-9 34l.7 Plate Offsets X Y : 2:1-8-12 0-2-8 2:0-1-6 Ed a 6:0-2-8 0-3-0 8:0-2-8 0-3-0 12:0-1-6 Edge],12:1-8-12 0-2-8 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.43 19 >906 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.78 16-18 >498 M1116 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.64 12 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdeft = 360 Weight: 184 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-3-11, Right 2 X 4 SYP No.3 2-3-1 1 REACTIONS(Ib/size) 2=1457/0-7-8, 12=1457/0-7-8 Max Horz 2=237(load case 5) Max Uplift2=559(load case 4), 12=559(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=5105, 3-4=5105, 4-5=5162, 5-6=2821, 6-7=1923, 7-8=1923, 8-9=2821, 9-10=5162, 10-11=5105, 1 1-12=5105, 12-13=19 BOT CHORD 2-21=4617, 20-2 1=4616,19-20=4483, 18-19=2508, 17-18=2508, 16-17=2508, 15-16=4483, 14-15=4616, 12-14=4617 WEBS 4-21=75, 4-20=214, 5-20=1485, 5-19=-2075, 6-19=777, 6-18=1032, 7-18=1429, 8-18=1032, 8-16=777, 9-16=2075, 9-15=1485, 10-15=214, 10-14=75 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M1120 plates unless otherwise indicated. 4) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 lb uplift at joint 2 and 559 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply dt WEST A3 ROOF TRUSS I 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:33 2004 Page I •1•e•o� 5-&0 11-&e 1e-&0 21-3-0 25.10.4 28L0 20.}9 33-0-0 .34-&Ot �0:11.0� { 1-E-0 5•6-0 1.5-04.9-8 4-" 4.9.0 4.7.4 &1.12 3-3.9 3-a-7 180 sub - 1 751 h4 0 eao 1x 7 S.s . 5.5 J a a 3.5 0 1ne we U4 c 3t4 i 9 2x4 = s Hno � 4 h1. 3 B310 1, 14 — 19 1e 17 to 15 q 2. ti j11 4x/ = l.e = 3s4 = 3.4 = 5.5 — 14 t>J1 dd d 30 22 21 2.4 11 at2 a 21411 37912 3aa 1A11x011l- U4= 5-&0 ft11:� 11•8-e 16.60 1 21•3-0 26-0.0 29-3.9 37.0-0 i 58.0 1•5-0 4.0.e 4.0.L 4.0.0 4.0.0 }}9 3-8.7 Plate Offsets X Y: 6:0-2-8 0-3-0 8:0-2-8 0-3-0 12:0-1-4 0-2-4 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 15 >901 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.38 15 >827 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.18 12 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-10 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 2-3-11 REACTIONS(Ib/size) 2=132/0-3-8, 21=1652/0-7-8, 12=1127/0-7-8 Max Horz 2=302(load case 5) Max Uplift2=219(load case 4), 21=734(load case 5), 12=884(load case 5) Max Grav 2=221(load case 6), 21=1652(load case 1), 12=1127(load case 1) FORCES(lb) - First Load Case Only TOP CHORD 1-2=21, 2-3=31 I, 3-4=700, 4-5=1287, 5-6=842, 6-7=973, 7-8=-973, 8-9=-1743, 9-10=3553, 10-11=3702, 11-12=3702, 12-13=19 BOT CHORD 2-22=275, 21-22=0, 20-21=1639, 5-20=1697, 19-20=1151, 18-19=762, 17-18=1546, 16-17=1546, 15-16=3079, 14-15=3345, 12-14=3346 WEBS 22-23=499, 4-23=499, 20-22=513, 4-20=618, 5-19=1982, 6-19=-452, 6-18=140, 7-18=578, 8-18=885, 8-16=625, 9-16=161 I, 9-15=1093, 10-15=13, 10-14=74, 3-23=-351, 20-23=-351 NOTES I) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M1120 plates unless otherwise indicated. 4) Bearing at joint(s) 12 considers parallel to grain value using ANSVrPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 2, 734 lb uplift at joint 21 and 884 lb uplift at joint 12. LOAD CASE(S) Standard _ 4 I o 6lo Q- Job Truss Truss Type Qty Ply dt WEST CI ROOF TRUSS I I (optional) 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:34 2004 Page 1 .14-0 3.2-0 6/-0 7.10-0 1fi-0 3.2-0 3.2.0 1b0 Scolo • 1:17. U4 _ 3 e.00 f 12 1 72 e05u 4 q 2 ry I� g 3.79 u 5 1 2.4 s 3a4 a 3.2-0 64-0 3.2-0 3.2-0 Plate Offsets X Y : 2:0-1-I50-0-13 4:0-1-I50-0-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Veri(LL) -0.01 6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.02 1-2 >939 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 4 n/a BCDL 10.0 Code FBC2001 Ist LC LL Min Udeft = 360 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTION$Ib/size) 2=362/0-7-8, 4=352/0-3-8 Max Horz 2=76(load case 4) Max Uplift2=20 I (load case 4), 4=192(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=515, 3-4=51 I, 4-5=17 BOT CHORD 2-6--362, 4-6=462 WEBS 3-6=340 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 2 and 192 lb uplift at joint 4. LOAD CASE(S) Standard boo Job Truss Truss Type Qty Ply dt 'WEST C2 ROOF TRUSS I I (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:35 2004 Page 1 r-0 o 3-2-0 5-¢+2 B.&O r.&0 3-2-0 2.7•+2 0•+0-4 spr • +:+e. 4.4 = 7 e oo u 72 + e2 4 e 4■s u y 2 3 N Id 7.79 +2 5 a4 = + 30 t4= 32-0 5-60 6-2-0 6-" 3-2.0 2-&0 0b0 04-0 Plate Offsets X Y : 2:0-1-15 0-0-13 5:0-2-0 0-0-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) 0.04 1-2 >570 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl = 360 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=230/0-3-0, 4=230/0-3-0, 2=383/0-7-8 Max Horz 2=95(load case 4) Max Uplift4=74(load case 5), 2=224(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=503, 3-4=-481 BOT CHORD 2-6=403, 5-6=406, 4-5=384 WEBS 3-6=266 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 4 and 224 lb uplift at joint 2. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard v /O��%q- Job Truss Truss Type Qty Ply dt WEST CJ1 MONO SCISSOR 4 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:35 2004 Page I -tao 1." 1-0-0 1-0-0 Sob - 1.E a a 6.00 1u z T1 IY 1 W a 1-0-0 1-0-0 Plate Offsets X Y : 2:0-1-14 Ed e LOADING(psf) SPACING 2-0-0 CSl DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 >816 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl = 360 Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purl ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS(Ib/size) 2=222/0-3-8, 5=10/0-3-8, 3=46/0-1-8 Max Horz 2=67(load case 4) Max Uplift2=209(load case 4), 3=46(load case 1) Max Grav 2=222(load case 1), 5=10(load case 1), 3=87(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=32, 2-3=70, 3-4=4 BOT CHORD 2-5=2 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 2 and 46 lb uplift at joint 3. LOAD CASE(S) Standard — / o/6/0 ¢ Job Truss Truss Type Qty Ply dt WEST 02 ROOF TRUSS 4 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:38 2004 Page -1a0 1-0-0 1.60 1.0.0 soa • 1:5. a 5.00 F1 x y d r1 g d 4 ]. t t h4 5 1-0-0 1.0.0 Plate Offsets X Y : 2:0-1-I50-0-13 LOADING(psO SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.03 1-2 >772 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min I/defl = 360 Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purl ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied. REACTION$Ib/size) 3=59/Mechanical, 2=228/0-7-8, 4=10/Mechanical Max Hon 2=66(load case 4) Max Uplifl3=59(load case 1), 2=217(load case 4) Max Grav 3=95(load case 4), 2=228(load case 1), 4=10(load case 1) FORCES(lb) - First Load Case Only TOP CHORD 1-2=32, 2-3=73 BOT CHORD 24=2 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3 and 217 lb uplift at joint 2. LOAD CASE(S) Standard - r Job Truss Truss Type Qty Ply dt WEST 03 MONO SCISSOR 4 1 (optional) 4.201 SR s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:39 2004 Page I i -te-o 3-0.0 141-0 3-" 6a4. 1:13. 9 60o 1] T1 r= a 3 79 12 1 7:4 s 3-0.0 3.0.0 Plate Offsets X Y : 2:0-1-14 Ed e LOADING(PsO SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a MI120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.05 1-2 >453 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min I/defl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purl ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 2=253/0-3-8, 4=28/0-3-8, 3=55/0-1-8 Max Hors 2=106(load case 5) Max Uplift2=I54(load case 4), 3=80(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=62 BOT CHORD 24=7 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2 and 80 lb uplift at joint 3. LOAD CASE(S) Standard �� Job Truss Truss Type Qty Ply dt WEST 04 ROOF TRUSS 4 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:40 2004 Page 1 14-0 3.0.0 14-0 3.0-0 ScWe - 1 13 3 6.00 F12 Y T1 2 + 3.7Y 12 1 h4 3-" 3-" Plate Offsets X Y : 2:0-1-14 Ed e LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.06 1-2 >358 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Vdefl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONalb/size) 3=38/Mechanical, 2=265/0-7-8, 4=28/Mechanical Max Horz 2=103(load case 5) Max Uplif .3=72(load case 5), 2=176(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=65 BOT CHORD 24=7 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 176 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply dt WEST 05 ROOF TRUSS 4 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:41 2004 Page 1 -1-8-0 5-0-0 180 5-0-0 b Sab • 1:19. 000 12 1 N y� 1 2 7.7p 1i 1 U4 i 5-40 Plate Offsets Y : 2:0-1-I50-0-13 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) UdeFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.08 1-2 >290 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udetl = 360 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=119/Mechanical, 2=330/0-7-8, 4=49/Mechanical Max Horz 2=159(load case 5) Max Upli! 3=I35(load case 5), 2=155(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=45 BOT CHORD 24=12 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSVrP1 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3 and 155 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply dt WEST 06 ROOF TRUSS 4 1 (optional) 4.201 SR s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:41 2004 Page -145-0 _ 50-0 1-0.0 e 00 1u 1 . z 3.79 1 t 1 3X4 5-0-0 i 5.0-0 Plate Offsets X Y : 2:0-1-I50-0-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.08 1-2 >290 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min I/defl = 360 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=119/Mechanical, 2=330/0-7-8, 4=49/Mechanical Max Horz 2=159(load case 5) Max Uplif13=I35(load case 5), 2=155(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=45 BOT CHORD 2-4=12 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3 and 155 lb uplift at joint 2. LOAD CASE(S) Standard Job , Truss Truss Type Qty Ply dt WEST DI ROOF TRUSS 1 2 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:42 2004 Page 1 •1-0-0 3-94 7.0.0 I 94-0 I 11.4.0 134-0 15.4.01kO-12 19.E-0 22.11.9 2641-0 26.2-0 1 I 1 1 180 3.94 3.2.12 2.4-0 2.0.0 2-0-0 2-" 0.5-12 3.104 3.3.9 3•E-7 1-" Scale • 1:55.1 4`6 = e 00 12 10 2t4 II 2t4 II 7 11 12 axe . 2a4 II 11 2t4 II 11 44 4ie C 1 .SxO II II 10= 4 to 2t4 a4 3 17 W3 1e d 23 31 22 q 2 214 11 5a 12 = 9 ti yl1 21 2011 dd 2i4 a be. a 3.5 = 27 2e 2e 29 25 3.79112 4a12 U9 = 215 11 7-" 11.11-E 15.9-12 I 19-" � 22.11.9 1 2E-6-0 1 7.0-0 4.11-6 3.104 3.104 3-3.9 3.6.7 Plate Offsets X Y: 4:0-4-0 0-2-8 13:0-2-4 0-2-8 19:0-1-8 0-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.86 Vert(LL) 0.45 23 >702 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.46 23-24 >672 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.29 19 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udefl = 360 Weight: 349 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins, except BOT CHORD 2 X 4 SYP No.2 -0-1-0 oc purlins (5-9-11 max.): 4-16. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 9-16 SLIDER Right 2 X 4 SYP No.3 2-3-11 BOT CHORD Rigid ceiling directly applied or 64-3 oc bracing. REACTIONS(Ib/size) 2=2686/0-7-8, 19=2102/0-7-8 Max Horz 2=201(load case 4) Max Uplift2=1672(load case 4), 19=-1536(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=43, 2-3=4818, 34=-4774, 4-5=3308, 5-7=3298, 7-10=-2991, 4-6=-2948, 6-8=-2957, 8-9=2957, 9-11=2688, 11-13=2688, 13-15=4216, 15-16=-4207, 10-12=3005, 12-14=3402, 14-16=3445, 16-17=8105, 17-18=6952, 18-19=7040, 19-20=37 BOT CHORD 2-27=4174, 26-27=4174, 26-28=212, 28-29=212, 25-29=212, 24-25=276, 9-24=1517, 24-30=5742, 23-30=5742 , 23-3 1 =5746, 22-3 1 =5746, 21-22=6270, 19-2 1 =6246 WEBS 3-26=99, 4-26=289, 24-26=4424, 4-24=1673, 13-24=184, 13-23=232, 13-22=1588, 16-22=1412, 17-22=1300, 17-21=18, 10-1 1=1499,7-8=573, 5-6=1 14, 12-13=559, 14-15=48 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) 19 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1672 lb uplift at joint 2 and 1536 lb uplift at joint 19. 6) 2-ply truss to be connected together with I Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - I row at 0-5-0 oc. Webs connected as follows: 2 X 4 - I row at 0-9-0 oc. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 128.9Ib down and 298.1 lb up at 13-4-0, 128.91b down and 298.1lb up at 15-7-4, and 128.91b down and 298.1lb up at 17-7-4, and 128.91b down and 298.1lb up at 19-54 on / o top chord, and 1007.31b down and 518.51b up at 6-2-8, 340.1lb down and 220.71b up at 8-3-4, 340.1lb down and 220.71b up at 10-34, 49.51b down at 13-74, 49.51b down at 15-7-4, and 49.51b down at 17-7-4, and 49.51b down at 19-64 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. Tdi 0AdIZrb8 Standard Job Truss Truss Type Qty Ply dt WEST D2 ROOF TRUSS 4 1 o tional 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:43 2004 Page -180 3.67 7.0.0 7.1112 10.2.0 13.4-0 ,e-" 19.6.4 12j" 22-11-9 26-e-0 25-2.0 1 1$0 341-7 3-3-9 0-,-12 3-0 4 3.2-0 3.2.0 304 0.1-12 3-3-9 3-e-7 1.6.0 Sto14. 15/. 4.4 = e 00 +2 7 3.e . 3.e e ° 5.5' 56 Q W5 W7 9 5 3a4 3.4 4 10 3 11 17 1e 15 3 p 5.12 = be = 5. 2 = 12 ¢ 2 is 14 13 + Uehu120H4 b4 a 2.4 a 3.eh0j20H,- We 9 3.79 t2 4.1e 341-7 7-0-0 13.4-0 19-e-0 22-11-9 2e-00 3-e-7 3.3.9 6.4-0 6.4-0 3.3-9 3-e-7 Plate Offsets X Y: 2:0-0-12 0-1-8 5:0-2-8 0-3-0 9:0-2-8 0-3-0 12:0-0-12 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.29 17 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.56 15-16 >556 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.44 12 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udell = 360 Weight: 144 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-3-11, Right 2 X 4 SYP No.3 2-3-11 REACTION$Ib/size) 2=1196/0-7-8, 12=1196/0-7-8 Max Horz 2=199(load case 4) Max Uplift2=473(load case 4), 12=-473(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=3996, 34=3996, 4-5=3774, 5-6=3765, 6-7=-1665, 7-8=-1665, 8-9=3765, 9-10=-3774, 10-11=3996, 11-12=3996, 12-13=19 BOT CHORD 2-18=3613, 17-18=3597, 16-17=2082, 15-16=2082, 14-15=3597, 12-14=3613 WEBS 4-18=125, 4-17=70, 5-17=198, 6-17=1848, 6-16=832, 7-16=1292, 8-16=832, 8-15=1848, 9-15=198, 10-15=70, 10-14=125 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M1120 plates unless otherwise indicated. 4) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 2 and 473 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply dt WEST D3 ROOF TRUSS 2 1 (optional) 4.201 SR I s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:45 2004 Page I 4-10-6 7.0-0 7-W2 10-2-0 13-4-0 164-0 19-e-/ 191"21.9.10 26-e-0 262-0 r i 4-10-8 2.1.9 0-1.12 3.0.4 3.2-0 3.2-0 34" 0.1-12 2.1-9 4-10-0 180 Sale • 1:53. U4 e 600 12 3Ke s 7 ys 2K4 II 2K4 II ws w7 e s=s . � sKs 3 ° 2 10 1e is 14 q 1 17 5K12= Le= 5K12= 13 11 9 n e� it 214 II 214 II 1213 !f 3te MI12aW. Us MI�2aM. 4K1e4 3.7912 tr1e. 4-10-0 7-0-0 13-4-0 19-" 21.9.10 2646-0 4-10-0 2.1.9 "_0 64-0 2-1-9 4-10-0 Plate Offsets X Y: 1:0-0-12 0-1-8 3:0-2-8 0-3-0 9:0-2-8 0-3-0 11:0-0-12 0-1-8 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.30 16 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.59 14-15 >532 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.45 11 n/a BCDL 10.0 Code FBC2001 Ist LC LL Min I/defl = 360 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.I D TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-5-1, Right 2 X 4 SYP No.3 2-5-1 REACTIONS(Ib/size) 1=1082/0-7-8, 11=1196/0-7-8 Max Horz 1=214(load case 5) Max Uplift I =346(load case 4), 11=473(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=4092, 2-3=4092, 34=3764, 4-5=3764, 5-6=1664, 6-7=1664, 7-8=3764, 8-9=3764, 9-10= 4092, 10-11=4092, 11-12=18 BOT CHORD 1-17=3734, 16-17=3699, 15-16=2080, 14-15=2080, 13-14=3699, 11-13=3734 WEBS 3-17=158, 3-16=189, 4-16=163, 5-16=1850, 5-15=831, 6-15=1291, 7-15=831, 7-14=1850, 8-14=163, 9-14=189, 9-13=158 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M1120 plates unless otherwise indicated. 4) Bearing at joint(s) 1, 11 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint I and 473 lb uplift at joint 11. LOAD CASE(S) Standard Job • Truss Truss Type WEST I EJ3 I ROOF TRUSS 1 SRIs. r -A 3.0.0 I nc. Mon Aug Ib UY:L I: scam• LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.00 24 >999 MI120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.04 1-2 >496 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udefl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT[ 0NS(Ib/size) 3=52/Mechanical, 2=251/0-3-8, 4=27/Mechanical Max Horz 2=129(load case 4) Max Uplift3=102(load case 5), 2=-218(load case 4), 4=28(load case 2) FORCES(lb) - First Load Case Only TOP CHORD 1-2=42, 2-3=56 BOT CHORD 24=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition Il partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3, 218 lb uplift at joint 2 and 28 lb uplift at joint 4. LOAD CASE(S) Standard 0/6A+ Job , Truss Truss Type Qty Ply dt WEST EJ7 ROOF TRUSS 4 1 (optional) 4.201 SR s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:46 2004 Page I 1-e-0 7-ao 7 Swlo • 125 1 d avo ri2 9 4 9 2 3 7{I t2 t 3X. 4 7-0-0 i 7.0-0 Plate Offsets X Y : 2:0-1-I50-0-13 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.26 1-2 >86 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udefl = 360 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=189/Mechanical, 2=406/0-7-8, 4=69/Mechanical Max Horz 2=214(load case 5) Max Uplift3=195(load case 5), 2=148(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=71 BOT CHORD 2-4=17 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/1-PI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 148 lb uplift at joint 2. LOAD CASE(S) Standard Job . Truss Truss Type Qty Ply dt WEST EJ8 ROOF TRUSS I I (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:47 2004 Page -14e-0 + 7.0.0 1-e-0 7.0.0 S1914. 1:27. me 3 a 6.00 12 5 4 2t4 II 4 q H 2 79 12 1 U4S 7.0.0 7.0.0 Plate Offsets X Y : 2:0-1-I50-0-13 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.15 1-2 >150 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udefl = 360 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 3=508/Mechanical, 2=379/0-7-8, 4=-24 1 /Mechanical Max Horz 2=24 ] (load case 4) Max Uplift3=5(load case 4), 2=209(load case 4), 4=241(load case 1) FORCES(lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=67 BOT CHORD 2-5=24, 4-5=75 WEBS 3-5=329 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 209 lb uplift at joint 2 and 241 lb uplift at joint 4. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 61610 Job Truss Truss Type Qty Ply dt WEST HJ3 ROOF TRUSS I I (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:48 2004 Page 1 ' .2.1.7 4.2-3 2.1.7 4-2.3 3 Scale• 1:13. 4 24 12 5 Ti 2 B1 e 1 2,4 _ 4.2.3 ♦-2.3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.02 2-4 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.16 1-2 >183 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horc(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=116/Mechanical, 2=338/0-7-8, 4=57/Mechanical Max Horz 2=137(load case 2) Max Uplift3=224(load case 5), 2=340(load case 2), 4=-38(load case 2) FORCES(lb) - First Load Case Only TOP CHORD 1-2=42, 2-5=61, 3-5=34 BOT CHORD 2-6=0, 4-6=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 3, 340 lb uplift at joint 2 and 38 lb uplift at joint 4. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 51.51b down and 98.21b up at 4-0-7, and 9.61b up at 1-6-1 on top chord, and 21.51b up at 1-6-I, and 27.1lb down at 4-0-7 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60.8, 2-3=61.5, 2-4=20.0 Concentrated Loads (lb) Vert: 3=51.5 4=27.1 6=21.5 Job Truss Truss Type Qty Ply dt WEST H.17 ROOF TRUSS I 1 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:48 2004 Page 1 .2.1.7 680 9-10.1 2.1.7 6-" 3.1.1 / 6cob - 1:21 3a1 4 e 3 W2 424 12 65 a/: 0 o a 7 2.4 II b 16 1% 2 '0 2te 11 2 ee 12 1 hit 6-0-0 41P1 6-" 3-4.1 Plate Offsets X Y: 2:0-2-13 0-1-I 2:2-6-11 0-2-I 2:4-6-3 0-1-5 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.09 2-7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.11 2-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) -0.02 5 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min I/defl = 360 Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 8 SYP No.l D REACTIONalb/size) 4=76/Mechanical, 2=599/0-3-8, 5=424/Mechanical Max Hors 2=227(load case 2) Max Uplift4=132(load case 5), 2=413(load case 2), 5=336(load case 2) FORCES(lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=1361, 3-8=79, 4-8=19 BOT CHORD 2-7=1246, 7-9=1207, 6-9=1230, 5-6=92 WEBS 3-7=190, 3-6=1210 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 4, 413 lb uplift at joint 2 and 336 lb uplift at joint 5. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 118.61b down and 405.Olb up at 7-1-15 on top chord, and 57.01b down at 7-1-15 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=60.6, 2-3=61.5, 3-4=61.2, 2-5=20.5 Concentrated Loads (lb) Vert: 8=118.6 9=57.0 f°16104 Job Truss Truss Type Qty Ply dt WEST HJ8 ROOF TRUSS 2 1 (optional) 4.20F I s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:49 2004 Page 1 .2.1.7 5-0-14 9.10.1 ' 2.1.7 5.414 4.9.2 4 9m14. 1:24, N_ dj 4.24 F2 3X4 L W2 i yy 3.4: p5 d N 7 2 294 II 2.6E FIT 1 U4 n 5.014 9.10-1 5.0.14 4-9.2 LOADING(psO SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.09 6-7 >999 MII20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.14 6-7 >831 BCLL 0.0 Rep Stress lncr NO WB 0.55 Horz(TL) 0.02 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=273/Mechanical, 2=486/0-3-8, 5=363/Mechanical Max Horz 2=294(load case 2) Max Uplift4=24 I (load case 3), 2=251(load case 2), 5=98(load case 2) FORCES(lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=1510, 3-4=68 BOT CHORD 2-7=1417, 6-7=1427, 5-6=79 WEBS 3-7=115, 3-6=1381 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/1-PI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 4, 251 lb uplift at joint 2 and 98 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=60.6 Trapezoidal Loads (plf) Vert: 2=0.3-to-3=79.9, 3=79.6-to4=154.1, 2=0.7-to-5=51.5 °/6/0¢ Job Truss Truss Type Qty Ply dt WEST MI MONO TRUSS I 2 (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:50 2004 Page I 1 -3-6-0 7-" 3-" 7 ao 6m. - 1:28. ate = 3 6.00 a Fa T1 z a 01 Li 41 5 1 3.4 It 20-0 7-0-0 2-" 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.18 2-4 >570 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.25 2-4 >411 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.09 4 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min I/defl = 360 Weight: 79 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.l D TOP CHORD Sheathed or 6-0-0 oc purl ins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 6 SYP No.1 D REACTIONS(Ib/size) 4=1024/0-3-8, 1=896/0-3-8 Max Horz 1=236(load case 4) Max Uplift4=506(load case 4), 1=331(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=352, 2-6=589, 3-6=-574, 3-4=579 BOT CHORD 2-5=513, 4-5=513 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) I considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 4 and 331 lb uplift at joint 1. 4) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - I row at 0-9-0 oc. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 2-5=20.0, 4-5=100.0, 1-2=163.9, 2-6=222.4, 3-6=142.4 Job Truss Truss Type Qty Ply dt r WEST M2 MONO TRUSS 2 1 (optional) 4.201 SR s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:51 2004 Page 1 3eo 7-" aao 7.0.0 Scale . 1:29.1 a. 11 2>tI J a.a0 1 a 1 2 30 3x._ -2." 7AA 2.0-0 7.0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.39 Vert(LL) 0.09 2-5 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.13 2-5 >805 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.05 5 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min Udef1= 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.l D TOP CHORD Sheathed or 6-0-0 oc purl ins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 5=363/0-3-8, 1=366/0-1-8 Max Horz 1=245(load case 4) Max Uplifts=213(load case 4), 1=89(load case 4) FORCES(lb) - First Load Case Only TOP CHORD 1-2=143, 2-3=-467, 34=102, 4-5=29 BOT CHORD 2-5=463 WEBS 3-5=501 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) I considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) I. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 5 and 89 lb uplift at joint I. LOAD CASE(S) Standard 0?o/6la 4 4 Job Truss Truss Type Qty Ply dt iy W$ST M3 ROOF TRUSS 1 I (optional) 4.201 SR I s Nov 16 2000 MiTek Industries, Inc. Mon Aug 16 09:21:52 2004 Pagel •36-0 7-0-0 3" 7.0.0 3 swo • 1:20 a E 00 12 1 ' 2 3 79 12 •2-0-0 7-0-0 2.0.0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.19 2 >572 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.25 2-4 >425 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 (Matrix) Ist LC LL Min I/defl = 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No. I D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 1=369/0-1-8, 3=301/0-1-8, 4=69/Mechanical Max Horz 1=225(load case 5) Max Upliftl=55(load case 4), 3=238(load case 5) FORCES(lb) - First Load Case Only TOP CHORD 1-2=132, 2-3=122 BOT CHORD 24=17 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) I considers parallel to grain value using ANSVrPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint I and 238 lb uplift at joint 3. LOAD CASE(S) Standard a FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MoDE1i 106D Builder: M. 5, We5TI-TAIC, Address: IFL CAPITAW Permitting Office: City, State: 5ANAvR:1>, FL ;Z-77I Permit Number: Owner. S5 PRoPsgrY 6'VM9MrW, -rNC, Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear glass, default U-factor 210.7 ft' b. Default tint 0.0 ft' c. Labeled U or SHGC 0.0 ft' 8. Floortypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A New _ Single family _ 1 _ 3 _ Yes _ 1658 ft' Double Pane - 0.0 ft' - 0.0 ft, - 0.0 ft' R=0.0, 184.0(p) ft _ R=4.1, 1242.3 ft' _ R=30.0, 1673.0 ft' _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 35.5 kBtu/hr _ r SEER:10.00 Glass/Floor Area: 0.13 Total as -built points: 23326 PASS Total base points: 24024 I hereby certify that the plans and specifications covered by this calculation are in compliance wit the Florida Energy Code. /�' "�o PREPARED BY: DATE: G/g Ioq V- I hereby certify that this buil ig is i compliance with the Florid OWNER/AGENT: DATE: ld141-o4 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) Cap: 35.5 kBtu/hr _ HSPF: 7.20 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , EL CAPITA! DRIve 5ANFo1ZD, F-1- 327 71 PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1658.0 25.78 7693.8 Single, Clear E 1.5 6.0 16.0 63.97 0.92 938.0 Single, Clear N 1.5 4.0 5.0 30.19 0.88 133.3 Single, Clear W 1.5 3.0 8.0 57.68 0.74 340.9 Single, Clear W 1.0 6.0 32.0 57.68 0.97 1787.6 Single, Clear S 1.0 6.0 16.0 48.22 0.94 728.4 Single, Clear S 1.0 3.0 6.7. 48.22 0.80 258.7 Single, Clear S 1.5 6.0 16.0 48.22 0.87 670.1 Single, Clear S 1.5 3.0 6.0 48.22 0.69 201.1 Single, Clear E 1.5 6.0 16.0 63.97 0.92 938.0 Single, Clear E 1.5 6.0 16.0 63.97 0.92 938.0 Single, Clear E 1.5 8.0 41.0 63.97 0.96 2510.5 Single, Clear N 1.5 6.0 32.0 30.19 0.94 908.0 As -Built Total: 210.7 10352.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1242.3 1.18 1465.9 Exterior 1242.3 1.90 2360.4 Base Total: 1242.3 2360.4 As -Built Total: 1242.3 1465.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 19.0 4.80 91.2 Exterior 19.0 4.80 91.2 Base Total: 19.0 91.2 As -Built Total: 19.0 91.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1658.0 2.13 3531.5 Under Attic 30.0 1673.0 2.13 X 1.00 3563.5 Base Total: 1658.0 3531.5 As -Built Total: 1673.0 3563.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM =. Points Slab 184.0(p) -31.8 -5851.2 Slab -On -Grade Edge Insulation 0.0 184.0(p -31.90 -5869.6 Raised 0.0 0.00 0.0 Base Total: -5851.2 As -Built Total: 184.0 -5869.6 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge&RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , L-L CAPMAN P?WE S► A1FoV_D/ PC 3Z7'1f PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1658.0 14.31 23726.0 1658.0 14.31 23726.0 Summer Base Points: 31551.7 Summer As -Built Points: 33329.7 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 31551.7 0.4266 13459.9 33329.7 33329.7 1.000 1.00 (1.087 x 1.150 x 0.85) 0.341- 1.069 0.341 0.950 0.950 11539.9 11539.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugegl%RES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , FL cAPrTAN DRIVE SANFt?1zD� FL. 7277( PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 1658.0 5.86 1748.9 Single, Clear E 1.5 6.0 16.0 12.37 1.02 201.5 Single, Clear N 1.5 4.0 5.0 15.07 1.00 75.0 Single, Clear W 1.5 3:0 8.0 13.25 1.04 110.6 Single, Clear W 1.0 6.0 32.0 13.25 1.00 425.0 Single, Clear S 1.0 6.0 16.0 9.90 1.01 159.7 Single, Clear S 1.0 3.0 6.7 9.90 1.11 73.9 Single, Clear S 1.5 6.0 16.0 9.90 1.05 166.4 Single, Clear S 1.5 3.0 6.0 9.90 1.30 77.2 Single, Clear E 1.5 6.0 16.0 12.37 1.02 201.5 Single, Clear E 1.5 6.0 16.0 12.37 1.02 201.5 Single, Clear E 1.5 8.0 41.0 12.37 1.01 512.7 Single, Clear N 1.5 6.0 32.0 15.07 1.00 480.6 As -Built Total: 210.7 2685.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1242.3 3.31 4105.8 Exterior 1242.3 2.00 2484.6 Base Total: 1242.3 2484.6 As -Built Total: 1242.3 4105.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 19.0 5.10 96.9 Exterior 19.0 5.10 96.9 Base Total: 19.0 96.9 As -Built Total: 19.0 96.9 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1658.0 0.64 1061.1 Under Attic 30.0 1673.0 0.64 X 1.00 1070.7 Base Total: 1658.0 1061.1 As -Built Total: 1673.0 1070.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 184.0(p) -1.9 -349.6 Slab -On -Grade Edge Insulation 0.0 184.0(p 2.50 460.0 Raised 0.0 0.00 0.0 Base Total: -349.6 As -Built Total: 184.0 460.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... 6L CAPlTA)J 'W(VU :5AdFoIM Fii W171 PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1658.0 -0.28 -464.2 1658.0 -0.28 -464.2 Winter Base Points: 4577.6 Winter As -Built Points: 7954.7 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit = Multiplier Heating Points 4577.6 0.6274 2872.0 7954.7 7954.7 1.000 1.00 (1.078 x 1.160 x 0.87) 0.474 1.093 0.474 0.950 0.950 3915.1 3915.1 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeVIRaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , Ft- CAPtTf4N DeIVE 5ANQ0g!T>� FL 3Z77/ PERMIT #: 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 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13460 2872 7692 24024 11540 3915 7871 23326 PASS . EnergyGauge'W DCA Form 60OA-2001 EnergyGaugeg/FlaRES2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , EL CAPiTAN Def ✓E SANFbRD/ FL 3277) PERMIT #: 71 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area* .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; 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, chas soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plat 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 112" clearance & 3- from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 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 NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv 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 as 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 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 1607.1 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. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&RaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear - single pane 210.7 ft' b. Clear - double pane 0.0 ft' c. Tint/other SHGC - single pane 0.0 ft' d Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A New _ Single family _ 1 _ 3 _ Yes _ 1658 ft' Double Pane - 0.0 ft' - 0.0 ft' - 0.0 fP - R=0.0, 184.0(p) ft _ R=4.1, 1242.3 ft' _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A R=30.0, 1673.0 ft' _ 15 Sup. R=6.0, 1.0 ft _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C co pli tt tures Builder Signature: Date: to f!4 M 5 • SreW' r trC, Address of New Home: EL CAPI-rRN F>Q11(E City/FL Zip: S AD, FL 3L77 9 Cap: 35.5 kBtu/hr _ SEER: 10.00 Cap: 35.5 kBtu/hr _ HSPF: 7.20 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ 'NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStar7Mdesignation), your home may qualify for energy efciency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu 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 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.30) PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1658 1.21.04 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project• • For: Ali , 5, WE-sT� .UV r; Notes: MoDEt- l (oS$ I&SW t>E516-NS Design Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss Ventilation air Ventilation air loss Design heat load Infiltration Method Construction quality Fireplaces 29357 Btuh Structure 20689 Btuh 0 cfm Ventilation 990 Btuh 0 Btuh Design temperature swing 3.0 OF 29357 Btuh Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 21246 Btuh Simplified Average 0 Heating Cooling Area (ft2) 1658 1658 Volume (ft') 13384 13384 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 178 89 Heating Equipment Summary Make CARRIER Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.2 HSPF 0 Btuh @ 47°F 0 OF 1200 cfm 0.041 cfm/Btuh 0.30 in H2O Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 1474 Btuh Infiltration 2631 Btuh Total latent equip. load 5946 Btuh Total equipment load 27191 Btuh Req. total capacity at 0.80 SHR 2.2 ton . Cooling Equipment Summary Make CARRIER Trade Cond Coil Efficiency 10 EER Sensible cooling 28400 Btuh Latent cooling 7100 Btuh Total cooling 35500 Btuh Actual air flow 1200 cfm Air flow factor 0.058 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 78 % Sold/ telle values have been manually ovenidden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. c wngh>ttsoft Right -Suite ResidenUal5.5.17RSR26017 2004-Sep-0908:58:41 E:tFileslS3SPROPERIYENTERPRISE%165811658.nsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1658 1.21.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 13384 ft3 x 0.0167 = 178 cfm 2. Winter infiltration load 1.1 x 178 cfm x 32 OF Winter TD = 6282 Btuh 3. Winter infiltration HTM 6282 Btuh / 230 ft2 Total window = 27.3 Btuh/ft2 and door area . Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 13384 2. Summer infiltration load 1.1 x 89 cfm x 18 3. Summer infiltration HTM 1767 Btuh / 230 ft-1 x 0.0167 OF Summer TD = Total window = and door area = 89 cfm 1767 Btuh 7.7 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gdIb moist.diff. x 89 cfm = 2631 Btuh Procedure D - Equipment Sizing Loatls 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 20689 Btuh Sum of ventilation and structure loads = 21679 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 21246 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 2631 Btuh Equipment sizing load - latent = 5946 Btuh `Construction Quality is: a No. of Fireplaces is: 0 BoldAtalle values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. %"rj9 Itsoft Right -Suite Residential 5.5.17 RSR26017 2004-Sep-09 08:58:41 E:1FIl..%SdSPROPERTYEN-ERPRISE%1658%1658.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1658 1.21.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House MSTR BDRM MSTR BATH FAMILY 14MANUAL 2 Length of exposed wall 184.0 ft 12.0 ft 23.0 ft 32.0 ft 3 Room dimensions 12.0 x 14.5 ft 10.0 x 12.0 ft 14.0 x 16.0 ft Ceiings Condit. Option 8.0 fill heat/cool d 8.0 ft heat/cool 8.0 ft i heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE N0. Htg Clg (ftj Htg Clg (ft Htg Clg (ft2 Htg Clg (fly Htg Clg 5 Gross a 14B 4.6 2.1 1472 "" "" 96 ' "' "" 184 256 Exposed b 13C 0.0 1.2 0 "" "" 0 "" "" 0 "" "" 0 walls and c 12C 2.9 1.9 0 "" "" 0 "" "" 0 "" "" 0 partitions d 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 e 0.0 0.0 0 "" "" 0 "" "" 0 "" ""' 0 f 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 6 Windows and a 1C 37.0 " 170 6272 - 16 591 "" 13 480 "" 48 1774 glass doors b 8C 37.0 " 41 1515 - 0 0 "" 0 0 "" 0 0 Heating c 9C 38.7 " 0 0 "" 0 0 "" 0 0 "" 0 0 d 1 C 37.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 e 0.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 f 1 0.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 24.9 132 "" 3295 16 "" 326 8 "" 244 32 653 glass doors NE/NW 0.0 0 "" 0 0 "" 0 0 0 0 "" 0 Cooling E/W 56.6 78 "" 4428 0 "" 0 5 "" 250 16 "" 870 SE/SW 0.0 0 "" 0 0 "" 0 0 "" 0 0 ""' 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 19 359 242 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1242 5725 2558 80 369 165 171 788 352 208 958 428 exposed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 1673 1767 2319 174 184 241 120 127 166 224 237 310 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 184 4769 0 12 311 0 23 596 0 32 829 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 1 7.7 230 6282 1767116 438 123 13 356 1001 481 1313 369 13 Subtotal loss=6+8. +11+12 - 26688 - - 1892 - - 2347 - - 5111 - Less external heating - 0 - - 0 - - 0 - - 0 - Less transfer - 0 - - 0 - - 0 - - 0 - Heating redistribution - 0 - - 0 - - 0 - - 0 - 14 Duct loss 10 DA 2669 - 10 9A 189 - 10 OA 235 - 10°/ 611 - 15 Total loss = 13+14 - 29357 - - 2082 - - 2582 - - 5622 - 16 Int gains: People @ 300 8 - 2400 1 - 300 0 - 0 2 - 600 Appl. ® 1200 2 - 1800 0 - 0 0- 0 0- 0 17 Subtot RSH gain=7+8..+12+16 - - 18808 - - 1155 - - 1112 - - 3231 Less external cooling - - 0 - - 0 - - 0 - - 0 Less transfer - 0 - - 0 - - 0 - - 0 Cooling redistribution - - 0 - - 0 - - 0 - - 0 18 Duct gain 10°/ - 1881 100/ - 116 109A - 111 10° - 323 19 Total RSH gain=(17+18)'PLF 1.00 - 20689 1.00 - 1271 1.00 - 1223 1.00 - 3554 20 Air required (cfm) 12C 1200 - 85 74 - 106 71 - 230 206 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wr-eg;Ht50Tt Right -Suite Residential 5.5.17 RSR26017 2004-Sep-0908:58:41 AM E:%Files%S&SPROPERTYENTERPRISE%165811658.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1658 1.21.04 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 J: 7th Ed. 1 Name of room LNDRY BDRM3 BATH1 BDRM2 j4MANUAL 2 Length of exposed wall 6.0 ft 13.0 ft 6.0 ft 26.0 ft 3 Room dimensions 6.0 x 11.0 ft 11.0 x 13.0 ft 6.0 x 11.0 ft 11.0 x 15.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heaUcool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft� Htg Clg (ftj Htg CIg (ftl Htg Clg (FM Htg Clg 5 Gross a 14B 4.6 2.1 48 "" "" 104 "" "" 48 "" "" 208 Exposed b 13C 0.0 1.2 0 "" "" 0 "" "" 0 "" "" 0 walls and c 12C 2.9 1.9 0 "" "" 0 "" "" 0 "" "" 0 partitions d 0.0 0.0 0 "" "" 0 "" "" 0 """ "" 0 e 0.0 0.0 0 '." "" 0 "" "" 0 "" "" 0 f 0.0 0.0 0 "'' ""' 0 0 "" "" 0 6 Windows and a 1C 37.0 " 7 248 "" 16 591 "" 6 222 "" 16 591 glass doors b 8C 37.0 " 0 0 - 0 0 0 0 0 0 Heating c 9C 38.7 " 0 0 0 0 0 0 0 0 d IC 37.0 " 0 0 0 0 0 0 0 0 e 0.0 " 0 0 "" 0 0 0 0 0 0 f 0.01 " 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 24.9 0 "'' 0 1 ' "' 16 1 "" 22 16 '"' 470 glass doors NE/NW 0.0 0 ""' 0 0 "" 0 0 "" 0 0 "" 0 Cooling E/W 56.6 7 "" 364 15 "" 828 5 "" 460 0 '"' 0 SE/SW 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Hoe 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 1 1 A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 41 190 85 88 406 181 42 194 86 192 885 395 exposed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 66 70 91 143 151 198 66 70 91 165 174 229 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 6 156 0 13 337 0 6 156 0 26 674 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 127.317.7 7 1183 52 16 4381 123 61 164 46 16 438 123 13 Subtotal loss=6+8..+11+12 "" 846 - - 1922 - - 805 - - 2762 - Less external heating - 0 - - 0 - - 0 - - 0 - Less transfer - 0 - - 0 - - 0 - "" 0 - Heating redistribution - 0 - - 0 - - 0 - - 0 - 14 Duct loss 10 a/c 85 - 10°/ 192 - 10 *A 80 - 10°/ 276 - 15 Total loss = 13+14 - 931 - - 2115 - "" 885 - - 3038 - 16 Int. gains: People (d 300 0 - 0 0 - 0 0 - 0 0 - 0 Appl. ® 1200 1 - 600 0- 0 0 - 0 0- 0 17 Subtot RSH gain=7+8..+12+16 - - 1193 - - 1346 - - 706 - - 1218 Less external cooling - - 0 - - 0 - - 0 - - 0 Less transfer - - 0 - - 0 - - 0 - - 0 Cooling redistribution - - 0 - - 0 - - 0 - - 0 18 Duct gain 10°/ - 119 10°/ - 135 10 - 71 10°/ - 122 19 Total RSH gain=(17+18)'PLF 1.00 - 1312 1.00 - 1481 1.00 - 776 1.00 - 1339 20 Air required (cfm) 38 78 - 86 88 "1 36 45 - 124 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wig htt50Tt RigM•Sulte ResldenUal 5.5.17 RSR26017 2004Sep-09 08:58:41 E:%FIIestS3SPROPERTYENTERPRISEX165811658.rar Page 2 RIGHT-J WORKSHEET r Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob:lsss 1.21.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room BDRM1 DINING RM KITCHEN LIVING RM j4MANUAL 2 Length of exposed wall 10.5 ft 22.0 ft 10.5 ft 23.0 ft 3 Room dimensions 10.5 x 14.0 ft 10.0 x 12.0 ft 10.5 x 12.0 ft 14.0 x 23.0 ft Ceiings Condit. Option 8.0 ft I heat/cool 8.0 ft heaUcool 8.0 I'll heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft2) Htg I CIg (ft� Htg I Clg HIg I Clg (ft) Htg I Clg' 5 Gross a 14B 4.6 2.1 84 "" "" 176 "" "" 84 "" "" 184 Exposed b 13C 0.0 1.2 0 "" "" 0 "" ""' 0 "" "" 0 walls and c 12C 2.9 1.9 0 "" "" 0 "" ""' 0 "" "" 0 partitions d 0.0 0.0 0 "" ""' 0 "" '""' 0 "" "" 0 e 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 t 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 6 Windows and a 1C 37.0 " 16 591 "" 0 0 "" 0 0 "" 32 1183 "" glass doors b 8C 37.0 " 0 0 "" 41 1515 "" 0 0 "" 0 0 "" Heating c 9C 38.7 " 0 0 "" 0 0 "" 0 0 "'" 0 0 d 1 C 37.0 " 0 0 "" 0 0 ""' 0 0 "" 0 0 e 0.0 " 0 0 "" 0 0 "" 0 0 ""' 0 0 f 0.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 24.9 16 "" 326 41 "" 1205 0 ""' 0 2 '"" 32 glass doors NE/NW 0.0 0 0 0 0 0 0 0 "" 0 Cooling ENV 56.6 0 "" 0 0 "" 0 0 "" 0 30 "" 1656 SE/SW 0.0 0 "" 0 0 "" 0 0 "" 0 0 """ 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 ""' 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 19 359 242 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 68 313 140 135 622 278 84 387 173 133 613 274 exposed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 147 155 204 120 127 186 126 133 175 322 340 446 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 11 272 0 22 570 0 11 272 0 23 596 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 7.7 16 438 1231 41 11211 315 0 0 01 51 13951 392 13 Subtotal loss=6+8..+11+12 "" 1770 "" "" 3956 "" "" 792 "" "" 4485 "" Less external heating "" 0 "" "" 0 "" "" 0 "" "" 0 "" Less transfer "" 0 "" "" 0 "" "" 0 "" "" 0 "" Heating redistribution "" 0 "" "" 0 "" "" 0 "" "" 0 "" 14 Duct loss 10°/ 177 "" 100/ 396 "" 10 OA 79 "" 10°/ 449 - 15 Total loss = 13+14 "" 1947 "" "" 4351 ""' "" 872 "" "" 4934 "" 16 Int gains: People ® 300 0 "" 0 1 "" 300 0 "" 0 4 "" 1200 Appl. ® 1200 0 "'' 0 0 "" 0 1 "" 1200 0 "" 0 17 Subtot RSH galn=7+8..+12+16 "" "" 793 "" "" 2265 "" "" 1548 "" "" 4242 Less external cooling - "" 0 "" "" 0 "" "" 0 "" "" 0 Less transfer "" "" 0 "" "" 0 "" "" 0 "" "" 0 Cooling redistribution "" "" 0 "" "" 0 "" "" 0 "" "" 0 18 Dud gain 10°/ "" 79 10°/ "" 227 10"/ "" 155 10°/ "" 424 19 Total RSH gain=(17+18)'PLF 1.00 "" 873 1.00 "" 2492 1.00 "" 1702 1.00 "" 4666 20 Air required (dm) 80 51 "" 178 145 "" 36 99 "" 202 271 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoR Right -Suite Residential 5.5.17 RSR26017 2004-Sep4)9 08:58:41 14M E:\FIIes1SdSPROPERTYENTERPRISE%1658%1656.rsr Page 3 RIGHT-J WINDOW DATA ` DEL AIR HEATING,AIR CONDITIONING,R Job: 1658 1.21.04 • 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MSTR BDRM a n s a C n 0 d 1 1 90 1.0 1.5 1.0 5.0 30.4 16.0 16.0 MSTR BATH a n e a c n 0 d 1 1 90 1.0 1.5 1.0 3.0 54.4 5.0 0.4 a n n a C n 0 n 1 1 90 1.0 1.5 1.0 2.0 29.4 8.0 0.0 FAMILY a n N a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 32.0 0.0 a n W a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 LNDRY a n W a c n 0 d 1 1 90 1.0 1.0 1.0 2.0 54.4 6.7 0.0 BDRM3 a n w a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 54.4 16.0 0.8 BATH1 a n w a C n 0 n 1 1 90 1.0 1.5 1.0 2.0 87.4 6.0 0.7 BDRM2 a n s a c n 0 n 1 1 90 1.0 1.5 1.0 5.0 46.4 16.0 16.0 BDRM1 a n s a C n 0 d 1 1 90 1.0 1.5 1.0 5.0 30.4 16.0 16.0 DINING RM b n s a c n 0 n 1 1 90 1.0 1.5 1.0 7.0 46.4 41.0 41.0 KITCHEN LIVING RM a n e a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 54.4 32.0 1.6 �C wng htsoft Right-Sufte Residenuai 5.5.17 RSR26017 20D4-Sep-09 08:58:41 AC.C.A E:%FIIes%S3SPROPERTYENTERPRISE\785811658.rsr Page 1 v 01 �/ATION ELEVATION 1 L scale 11/8'=1'0' �— N O EXTERIOR. OPENING DETAILS WIND TYPE aim �� PRESILM 1 awauwn, MXTM D� a w rpr"11 UNM W~ RLSTCM a. %= w*x w Li ORAL W aS w Loa DUAL W �IXTWLCotb srx w rrNWA t� a. i w w orw..w itli = InI'"JWjCtearg=4rL4 Inchasaroi And the air handler per Q J J U m � 3 Q A (ILI J � Ixl X Nam, d m CU dryer wall a O FLOOR PLAN AREA TABULATIONS L1VMG *" 6q.FL ENTRY !o aq.-. W6 code. dQ �' has an r=6 Insulation v V _ O i N e� L � Q _� �OK1�lt1 2 x �{ S j } cc z m U o_ N IZI- CD W G o0') w iiY�� LnL W C z W C G a 00 CD �L EL G 06 (U U Rating I o } N m z J z o w 3 J O S Q m lue. mIZJCn00 I SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. ANCHORS A-A1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1X2 7/16X1/B TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X1/8 TUBE MULL A ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8- TUBE MULL 4 ANCHORS SECT,:.A-A 5 CAPACITY 1 X4X1 /8 TUBE MULL :6 ANCHORS SECT. A-A(S) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8 TUBE MULL" 6 ANCHORS SECT. A-A(6) CAPACITY 2X4X3/8 TUBE MULL 6. ANCHORS SECT. A-A(7) _ WINDOW CALL SIZE 18 1 /8 X 25 18 1 /8 X 37 3/ 18 1 /8 X 49 5/ 18 1 /8 X 55 1 / 18 1 /8 X 62 18 1 /8 X 71 18 1 /8 X 83 201.83 125.78 91.61 81.45 . 65.16 42.96 26.63 403.67 251.57' 129.63 92.98 65.16 42.96 26.63 261.83 125.78 91.61 81 .45 71.88 59.13 36.65 403.67 251.57 178.41 127.97 89.68 59.13 36.65 201.83 125.78 91.61 81.45 71.88 62.15 39.11 403.67 251.57 183.23 136.55 95.70 63.09 39.1.1 201.83 125.78 91.61 81.45 71.88 62.15 52.64 403.67 , 251.57' -251.�_57. 183.23 162.91 135.52 89.35 55.38 403.67 ' :: 183.23 162.91 143.77 124.30 105.29 645.50 �377:8.fi 274.84 244.36 215.66 186.46 128.92 403.67 251.57 183.23� • 162.91 143.77 124.30 105.29 605.50 377:3�6 :. 274.84 - 244.36 215.66 186.46 157.94 605.50 37.7.36 274.84 244.36 215.66 186.46 157.94 D14 145 15. 16 17 315.32 189.44 13539 100.72 70.28 46.12�. = • 28.46 157.66 94.72 67.89 60.08 52.79 45.43 38.32 315.32 189.44 1.35.79 120.16 99.52 65.32 " 40.31 ,76 315.32 189.44 135,.79 120.16 18.'5* 9-'-' ' 90.87 64 472.98. 284.17 203.68 180.24 =158.37 :136.31 -93.84 . 315.32 189.44 135.79 120.16 105.58 90.87 76.64 472.98 284.17 - 203.68 180.24: - . 158.37" 136.31 1 14.96 472.98 284.17 203.68 180.24 159.37 136.:31 11.4:�J6 1 H2 1 H3 1H4 1 H45 1 H5 - 1 H6 1 H7 25 1 /2 X 25 25 1 /2 X 37 3/8 25 1/2 X 49" 5/8 25 1 /2 X 55 1/4 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 157.66 94.72 67.89 60.08' 47.85- 31-.40 - 19:38 315.32 189.44 96.07 68.58 47.85 31.40 19.38 157.66 94.72 67.89 60.08 52.79 43.22 26.67 315.32 189.44 132.22 94.39 65.86 43.22 ' ` '" 26.67 157.66 94.72 67:89 50 08 52:79 �45:43 28.46 130 260 260 390 260 390 390 22 36 X 25 '130 260 130 260 130 260" 23 24 36 X 37 3/8 36 X 49 5/8 73.30 51.20 146.60 72.44 73.30 51.20 146.60 99.71 73.30 51.20 146.60 102.40 73.30 51.20 146.60 102.40 146.60 102.40 219.91 153.60 146.60 102.40 219.91 153.60- 219.91 153.60 245 25 26 27 36 X 55 1/4 36 X 62 36 X 71 36 X 83 44.97 35.57 23.19 14.21 51.33 35.57 23.19 14.21 44.97 39.24 31.91 19.56 70.65 48.96 31.91 19.56 44.97 39.24 33.54 20.88 75.39 52.24. 34.05 20.88 44.97 39.24 33:54 29.56 " - 89.94 73.98 48.22 -29..5.6 89.94 78.49 67.09 56.21 134.91 117.73 100.64 68.83 89.94 178.49 167.09 156.21 ' 134.91 117.73 100.64 84.32 134.91 117.73 100.64 84.32 2Z9.84 118.02 �78.51 168.05 55.30 35.62 121.59 229.84 1 18.02 78.51 68.05 58.67 49.56 41.06 344.77 177.03 117.76 102.07 88.00 34 �50.27 229.84 I 1 18.02 178.51 168.05 158.67 149.56 141.06 344.77 1344.77 177.03 117.76 102.07 1102.07 88.00 74.34 61.59 161.59 177.03 117.76 88.00 74.34 32 33 34 345 35 36 37 52 1 /8 X 25 52 1 /8 X 37 3/3 2 1/8 X 49 5/ �52 1 /8 X 55 1/4 52 1 /8 X 62 52 1 /8 X 71. 52 1 /8 X 83 114.92 59.01 39.25 34.02 26.59 17.13 10.38 229.84 1 18.02 55.54 38.84 E17. 10.38 114.92 59.01 39.25 34.02 29.33 23.57 1 4.29 229.84 118.02 76.45 53.45 36.60 23.57 1 4.29 114.92 59.01 39.25 134.02 29.33 24.78 15.25 229.84 118.02 78.51 57.04 39.05 25.15 t5.25 , :::. 1 14.92' 59.01 39.25 �` 34.02 29.33 24.78 20.53 SERIES 1000 & 1500 FIN VERTICAL ' :. - MULLION DESIGN PRESSURE CAPACITIES ' = SHEET 2 OF 2 - ;OTE: A) NUMBER OF ANCHORS NOTED FOR 8 SCREW .1 89 F 2002 - - ---• •--- ••_ • - • • � r%ir% - FLORIDA EXTRUDERS SA FORD, FLORD� sarr , TTTI�: DES i GN PRESSURr CAPACITIES c ► N VERTICAL MULLIONS - SER. 1000 & 1500 nRAww BY- JRH I APPROVF'D BY: /5 10.0. 0 S.H. JAMB (TYP.) j 1000_ S.H. JAMB (TYP.) 1000 S.H. - JAMB (TYP.) 1 X 2- X. 1/8 _ . _ 1000 S.H. TUBE MULLION JAMB <TYP.) #8 X 1/2 SELF, TAPPING SMS: SEALANT BETWEEN ; WINDOW _FRAME _ L MULLION #8 X-4-1/2 SELF - TAPPING SMS _ SECTION - A —A �1) 1 X 2.7/16 X 1/8 TUBE- MULLION 1000 S.H. - _ JAMB (TYP.) #8 X 1/2 SELF - -_ TAPPING SMS - - - - SEALANT BETWEEN - - - _ WINDOW FRAME.' , L MULLION #8 X 1-1/2 SELF " TAPPING SMS -- _ SECTION A --- A . 3)_ _ 1 X• 4 X- 1/8 TUBE MULLION 1000 - S.H. JAMB (TYP.) #8 X 1/2 SELF 0�0119,w TAPPING SMS - SEALANT BETWEEN WINDOW FRAME 3 MULLION "8 X 1-1/2 SELF TAPPING SMS SECTION A —A (5) 1 X 2 X 3/ 8 - TUBE MULLION - #8 X 1/2• SELF - TAPPING, SMS TWO BY WOOD DETAIL C BUCK BY OTHERS - - 1 1/8' MIN. EMBEDMENT - > } y 2 x a x 3i874 SHEATHING• - ' TUBE MULLION - - s� SEALANT ,BETWEEN r -`-- " " _ " - - - = INSTALLATI❑N ANCH❑R` #8--W❑❑D _. WINDOW FRAME, _ ; ti • _ t SCREW (TYP.) 5 MULLION ; �- EXTERNAL MULLION #8 X 1-1/2 SELF _ . _ . _ _ . _ INSTALLATI❑N, CLIP TAPPING SMS ; 2) ,• . -• - - - - f-'� _ ..._:.. __ ' ._ MULLION SECTION A, . -- -- • - - -' �' -, - - --- ',- _ —A P. - 1000 SH - := .. _ __ __ _ _ _APPLIES TO HP -AD. do SILL WHERE 1" X 4' 1 X 2 7/_- X 3/8 JAMB (TYPJ -` — & 2" X 4'-TOBE_MULJONS'-ARE,-USED - TUBE MULLION APPLIES TO HEAD . & SILL' WHERE 1" X 2" --- _ &--1' 'X, 2, 7/16' TUBE MULLIONS- ARE USED _ #8: X 1/2 SELF _ ,, III #8 - X 1/2 SELF, TAPPING SMS' - INSTALLATI❑N ANCHOR TAPPING SMS - _ --- - - = DETAIL B #8 V❑❑D ;SCREV_ , - (TYPJ. - - - _ _ :• _. - - - - ... - - — -_. - - - - - - -- ---- -� - •SILL CLIP , a • . - ` SEALANT BETWEEN - -.- --- -- SEALANT BETWEEN #8 -X 1-1/2 SELF„ -;_`; H ,WINDOW FLANGES =11A' MIN. TAPPING SMS-:_ -a- MULLION ----- - = WINDOW- FRAME. -- — - - -- - - -- r_ _ _ -EMBEDMENT 6 MULLION - SECTION- A #8 X 1-1/2 SELF, -TAPPING ' SMS DETAIL -C SECTIONA—A (4)' - -'= --. �- - - - -- - ..:.--- _ - -- -- - -- - • .. Gaon F�„rr�c' AUXILIARY PLATE= L1 X 4-X. 3/8 ,1C _ _ (FOR ADDITI❑NAL- ANCHORS, WHEN REQUIRED)_ TUBE MULLION A uRI1�R A #8 SELF TAPPING - #8 X 1/2- SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME R MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (6) SMS (TYP.) - DETAIL B MULLION ELEVATION : Q - VIEWED FROM -EXTERIOR - FLORIDA EXTRUDERS INTERNATIONAL, INC _ .. -_-. _- - SANFORD„ ' FLORID_A _ TITLE:_SER,• . 1000/ 1500 FIN SHEET .1 -OF 2 VERTICAL MULLION SECTIONS 2A,C2 SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE --CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02, SCALE- N T S DWG.:, : 1 VMF IN ONE BY vCC' BUCK BY OTHE:- CAULK BETWEEN WINO❑V FLANGE � b v❑❑D BUCK \ a C❑NCt_TE OR MASONRY OPENING BY OT-ERS ' an� A CAULK BETWEEN WOOD BUCK 6 MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT / INSTALLATION ANCHOR 3/16' DIA. TAPCON STUCCO BY OTHERS SHIM AS REQ*D. 1/4• MAX. PERIMET=.R (SEE NOTES) CAULK BY OTHERS FLANGE TYPE WINDOW FRAME RIGID VINr_ HEADER GLAZI-IG BE:= v H. c TY?., GLASS (W( DO'J I I (TYP.) (SEE NOTES) HEIGHT) 'I CAULK WINDOW FLANGE S PRECAST SILL W/ VULKE�, 11: ADHESIVE CAULK, _R A-RV'D• :OL. PERIMETER CAUL< BY ETHERS a B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL B.W. (BUCK v!DTx) INSTALLATI❑N ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS REQ'3. RIGID VINYL 1/4' MAX. (SEE NOTES) GLAZING BEAD (TYP.) GLASS (T YP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETwr7N vINDOv FLANGE 6 WOOD BUCK W.W. (WINDOW WIDTH) SECTION B-B r r W.W. PRECAST SILL BY OTHERS NOT=S- S=C T ION o-A A e c 1) SHIM AS RE: - _.AC'' INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM ST.'C 7C =E 1 �= . D 2) WINDOW FRl.M_ '4,;TERIA' ALUMINUM k.LOY 5063. r- 3) INSTALI-Al10` ;-,NC-,OR V'-'ST 8E OF S:_=FICIENT LTH. TO ACHIEVE 1 MIN. EM:ECV_:4OF ;-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICON!_" ACRYUC CAULK SE: -:NCI WINDOW FLANGE AT HEAD 2c JAMPS. VUST _E ATTACHED TZ THE SUBSTRATE WITH VULKEN I t _ -_SIVE _;L:LX OR AP=ROvEO EQUAL: 5) USE SILICON; ACRYL:C CAULK FOP.=ERIMETER SEAL AROUND W H r. 6) IF EXAC W!` _= Si?E : NOT LIST;: IN ANCHOR CHART, USE ., ANCr,rP LLAl=' LISTS_ :WIT; NEXT ;RGER SIZE. FOR THE APPRv=-!A7_ ___'GN aE -'---'RE C _ 7) GLA=S 77-1C:<` -__ MAY^16.R. PER TH_ ; ECUIREMENTS OF ASTM _ l ido GLA:_ :-ai:?S. C- _=_ 'APC�I. '_OCATION CHART INDICATE ' ' -CPS AR= TO EE :N.TALL=D WHEN USING T-E WHE=_ -. PC_> -NCEXTERICZ r , , Ey 9) ALL FAC7,nP.l aP=_!ED -:L __ NOT DE.. ,NaT_0 FOR TAPCON ANC-C= S-C,:__ =E F:_'__- WITH #E _t_P_WS OF SUFFICIENT LTH. TO PP_:ID_ 'r: °/° \ _M°EOM_\- INTO WOOD BUCK. r �- 10) FLORIOA Ex'=__:=_ t:_C :ER!ES S:''3L� HUNG IS SHOWN. THIS F:SC :?_-:= T: T; _FLORID _xitiUDERS 1500 AND 2000 SERIE I EVA-RTNT 10N rr-E== ',VI`__.v _ INS ____� IN MA:_:VRY OPENING WITH .A _TRUCT•_AL -n•C :Y WC O =UC^., USE # 10 SCREWS OF :UFFIC!E.vT __vG-- i 0 ;C�I_VE 1 -3/_" MIN. EMBEDMENT AT V I E W C !J FROM C X I C -L'_ :N_ -'L•--- -� P�c-E"_? L CCATIOu : ti 1-1/4' MIDI EM BE DME,4- D STUCCO BY OTHERS V' 9 PERIMETER 1 CAULK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS v TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HE -AD LOCATIONS IN JAMS i J I Z E S I L C 30Ps TO 4OPSF 41 Ps TO 70PSF 3OPSF TO =DPSF 41 P5F TO 70=s;- 12 t8 1/8 x 25 8 e F.G F.G 13 la 1/8 x 37 3/8 8 9 F.G F.G 14 la 1/5 x 49 5/8 8 9 F.G F.G 145 18 1/8 x 55 1/4 8 - F.G F.G 15 t o 1/8 x 62 8 B F.G F.G 16 18 1/8 X 71 8 e F.G F.G.H.1 17 18 1/8 x a3 c F.G F.G.J.K Ir+2 25 1/2 x 25 8 e F.G r,G IH3 25 1/2 X 37 3/6 8 a F.G F,G 1H4 25 1/2 X 49 5/a 8 e F.G F.G.H.1 1H45 25 1/2 x 55 1/4 8 e F.G F.C,H.I 1 H5 25 1/2 x 62 8 8 F.G F.G.H.I 1116 25 1/2 x 71 8 8 F.G F.C.HJ IH7 25 1/2 x 83 8 e F,G.J.< F.G.J.K 30 1/2 x 25 29 1/2 x 25 8 i 30 1/2 . 38 3/8 29 1/2 x 37 3/8 8 8 F.G F.G 30 1/2 . 50 5/6 29 1/2 x 49 5/3 a 8 F.G F,G.HJ 30 1/2 . 56 1/4 29 1/2 x 55 1/4 a s F.G F.G,H,I 30 1/2 x 63 29 1/2 x 62 8 6 F.G F,C,H.1 30 1/2 x 72 29 1/2 x 71 8 E F.C.14.,1 F.G.H.1 30 1/2 ■ 34 29 1/2 x 83 8 6 F,G,J.x F,G.J,K 22 36 X 25 a o r.tj 23 36 x 37 3/5 8 a F.G F.G 24 36 X 49 5/8 8 8 F.G F.G,r..1 245 36 X 55 1/4 8 e F.G F,G,H.I 25 36 x 62 B 6 F.C.H,I F.G.HJ 26 36 X 71 8 e F.G.H.t O.E.F.G.H.1 27 36 x 83 8 8 F,G,J,K F,G.H,I,J.K 42 x 25 41 X 25 a E t.t, r.;, 42 ■ 38 3/8 41 x 37 3/8 8 8 F,G F.G F.G.H.1 F.G,HJ 42 4 50 5/8 41 X 49 5/8 8 8 8 8 F.G.H.1 F.G.H.1 42 . 56 1/4 42 x 63 41 X 55 1/4 41 X 62 8 8 F.G.H.1 D,E,F,G.H.I 42 x 72 41 X 71 8 8 F.G.H,I D.E.F,G.H.1 42 x 84 41 X 63 '8 8 F.G.:.K F.G.H.I.J.K 4a . 26 47 X 25 8 A.0 F.G ). 4a . 38 3/8 47 X 37 3/e 8 A.0 F,G F.G F.G.HJ F.G.H.1 48 c Sa' 5/3 48 56 1/4 47 x 49 5/3 47 X 55 1/4 a B A.0 A.0 F,G,H.! F.G.H.1 48 x 63 47 X 62 8 A.0 F.G sj O..E.F.G.H.I 43 x 72 47 x 71 9 A.0 F.G.-.1 O.E.F.G.H.I 4,9 ; a 47 x 83 q A! . F r I < DEFGHii 32 52 .1/3 x 25 a A.0 F.G F.G 33 52 1/5 x 37 3/8 8 A.0 F,C F.G.H.1 34 52 1/a x 49 5/8 a A.:-F,G,n.t F,G.H.I 345 52 1/8 x 55 1/4 a A,r 35 52 1/3 x 62 a A,C F.C.-.! D.C. F.G.H.I 36 52 1/3 x 71 a A.0 F.G.--.; D.E.F.G.H.1 37 52 t/fl x 93 = a,r F.G.:./ �4/ I 37 SIZE NGT 4VAILAELE IN ]COO OR 15C0 SERIES. It a �=�1 INTERNATIONAL, _ o10TPS rt?DFLORID TITLE: iNSi- I_ -IT !nN D=T.A: J SEC. L. HUNG L=`+G= W I ND! S - SER I ES ! 0r: i 500 2000 _ DR6%., N BY: I APPROVED BY: I -- - - IDATE: 10/0` /0 1 I SCALE: N I S IDWG.. f L_:(i 10 I o ;NC..