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HomeMy WebLinkAbout717 Locust Ave (2)CITY OF SANFORD PER1tf1IT APPLICATION J/ ,�,, p� r Permit # : o�% — Q C7' I Date: Job Address: / ) 3 i /zed JJ S.�? ^cJ v/� �t L ) Description of Work: CfGe �1�T/bo il''O� Y oleo., � DSI to DCcdS. Cgyr G�`�- °/e Historic District: Zoning: Value of Work: S 4W r Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole NO V 2 12005 Mechanical: Residential 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 Plumbing Repair– Residential or Commercial Occupancy Type: Residential A– Commercial Industrial Total Square Footage: Construction Type: # of Stories: 1 # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: t;� /Y— &-;,96 to/ G —OA (Attach Proof of Ownership & Legal Description) Owners Name & Address: pk. Contractor Name & 700 udgAo Phone & Fax: 74-' ! Bonding Company: Address: Mortgage Lender: _ Address: ' Architect/Engineer Address: kft4*t Phone: «/e �` � State /License Number4ac 1 Contact Person: A � 41)t "4.-A 4.1 Phone: Phone: Fax: Application is hereby made to obtain a pennit 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: 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 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 requirements of Florida Lien Law, FS 713. %o) aooO zed " Signature of mer/Agent Date Signature of Contractor/Agent Dat Print Owner/Agent's Aarne e Print Contractor/Agent's Name sl-� � 10-1a-C64n l[) , �-& � Sigma n _e o `N to -S e F Date r ature of Notaj,,� �e of Flol-11 Date TRACIE A. MARSHALL &�� ANN M, ,i .; N * * MY COMMISS, ,el v D 265622 Notary Public State of Florida EXPIR 5: March 23, 2008 U -Not Feb 16, 2007 s € n rs P111T. y1l5n t e or Cont Agenf�r� oi�Hdi1 9�Rr 4RIr�4 c�1�@g ;;rF �+Yo� e� i� roduced ID � ©CO E3 „ ,,,•••' APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Q j S� 0.9 Scope of Work 717 Locust Ave Sanford F132771 1. Rewire entire house to meet current codes. — 2. Replumb enitre house. 3. Repair and replace sheetrock where necessary. t j ", 6, C. Replace both the front and back doors. 5. Replace the windows to the right of the front door. ��qc,� 6. Put in a new bathroom and kitchen. 7. Paint the house inside and outside. 8. Add central air and heat. 9. Put in carpet and tile through the entire house. This is the work to be completed at this property. THIS INSTRUMENT PREF--70 By% NAME f ° ``- *ae TTCE OF COMMENCEMENT ►> n a. Permit No. ADDR.Tax Folio No. �✓� �% �`�d �5�4 G� �`, �9- State of Florida County of Seminole X1 V:, The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Sri Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.' in 1. Description of rope (1 g descripti Lea to of 0 �0 l0 2. 3 4. 5. 6. Gener desc 'ptio of impr'vement: a hv"5jet Ire- 4' �dtr O er information a. Name end ad,~iress � `'( � b. Interest in pro erty lez5n c. Name and address of fee simple titleholder (if other than Owner) . Contractor , a. Name and ad ess !"ICcf`4 k.., Ahkwry b. Phone number j Surety a. Name and address b. Phone number _ c. Amount of bond Lender a. Name and address e s if vAa/i�jtable) J� _ _.? r..f p a'P L..� ;n C_II FZmirnber CERTIFIED COPY' r DkAara, r.- _ z rl FR Fax number b. Phone number Fax number MT . L 0 ZUQ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) SignaW 06 of Owner Sworn to (or affirmed) and subscribed before me this a day of 0 c4dy r , 20 , by ;KGs i r,cu' Personally Known ✓ OR Produced Identification Type of Identification Produced TRACIE A. MARSHALL Notary Public - State of Florida Signature of Notary Public, State of Florida,�ConFesFeb16,2007 Commission Expires: '; ; l01 „°� ; Commission # DD184110 Bonded By National NotaryAssn. 7,.. C) ;x1 ,.r: c:> �+a Ci :r.1 rrf CC' L "+ C:? U, M hA (r7 X Mp N rr C:t. CG By virtue of this document I, Mark Orman, Licensed General Contractor #CGC 1506674, hereby authorize Krista Orman to sign any and all documents pertaining to obtaining permits for the property listed below in the County of Seminole, Florida: 717 Locust Avenue, Sanford, FL 32771 Contractor's signature: Mark Orman Notary: Mark Orman did identification to me. Not4ry)signature sonany appear (Z10o�) Notary seal: EYP::: G MAI vU SSION # DD34005 i u-�y"� : August 05 2008 1-500.3 No Discount Ass(.. Co. /a/ a71 d W -5 - Date and produce a Florida W C R W Building Consultants, Inc. Consulting and Engineering Services for the Building. Industry P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GDI-164F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model, Designation: DoorCraft®Gladiator® Steel Door (Glazed or Opaque) with or without Side -liter Maximum Overall Nominal Size: up to 8'4 x 6'8 Usable In -swing Configurations: XX, OXXO General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum saddle threshold The door panels and sidelite panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The inactive door panel is affixed with an extruded aluminum astragal to receive the active panel. The glazed models are routed to receive ''/Z" insulated tempered lip lite inserts manufactured by ODL. �`- FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test. Description I Test Location Date Report No. Cedifying Engineer Uniform Static CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 ASTM E330 Air Pressure QTI - Everett, Washington August 13, 1998 S98 -280 -MH J Clark Johnson P.E. # 15891 CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 . AAMA 1302.5 Forced Entry QTI - Everett, Washington August 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 ** Water CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 ASTM E331 Penetration QTI - Everett, Washington . August 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P -E. # 20224 ASTM E293Infiltration Air QTI - Everett Wash r on. I Au st 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 ** Sidelites are considered a window and meet 15% of Positive Design Pressure water infiltration criteria under ASTM E331. Design Pressure Ratings: Installation and Anchoring: See reverse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design presslgg ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707,414 Ar%.t orage Mahods and sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors muni be substitµteoI and the length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. Certification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 Wendell Haney 4 DoorCraft ®Gladiator Wood Edge In swing Steel Door Maximum Size Up To 5'4 x 66 pj oLoo SEE DETAIL rj .G. to Lo cNo ' raj 1I E l ll ll �6 6,-1r� N ,� � SIB X 2-112- ,0x2- PFH WS 1 O Typ 1 O 0 PFH WS TYP. to rj JB X 2-112- in nj 1/4- X 2-1/2- C TAPOCON PFH WS ® TYP. SEF 4ii DETAIL DETAIL G In STRIKESTRIKE AND DEADBOLT PLATES TO FRAME . r? DETAIL ui In 1Q ;n SEE NOTE ri TYP. °° • 1 A B inLo1 ._ I 2-112" DETAIL "H" IO/4TAPCON to ;n ;n HINGE TO DOOR AND FRAME TYP. :2 B NOTE N0. f 4 TYP. j WHEN ATTACHING THE A t HINGE JAMB TO THE 6" �-1 SIDELITE JAMB USE A #10 x 1 1/2" PFH WS. WHEN ANCHORING A YO X B'0 DOOR TO SUB BUCK USE A #10 x 2' PFH WS. AND A 19 X 1- PFH WS IN THE NOTE REMAINING OF HOLES. SIDEUTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 4' ,n � . m 4" 6" 6' 3' 3' 4 �t-1 `7 o �4. I pj oLoo SEE DETAIL rj .G. to Lo cNo ' raj 1I E l ll ll TYR SIB X 2-112- PFH WS O 0 TYP. TYP. E 0 1/4- X 2-1/2- C TAPOCON 4 ® TYP. 4ii 4- -� 3' 3" 4. 4- B" B" 4- Ln ao Ln Lo to ." I 3 cu- bo bo J z O Z DoorCraft ® ENERGY SAVER WOOD EDGE OPAQUE INSULATED STEEL DOOR OU iSWING / IN SWING 6-0 UNITS W/ 8 WADIlT SIDEL/TES 37.50' MAX. 53.0" MAX 53.0' MAX OVERALL WIDTH OVERALL WIDTH OVERALL WIDTH X X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.D GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74' MAX. 105.25" MAX. OVERALL FRAME - WIDTH OVERALL FRAME WIDTH --1 X X ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II ow AV BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASTRAGAL OUT / IN -SWING SEE ■ BELOW 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.D GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74' MAX. 105.25" MAX. OVERALL FRAME - WIDTH OVERALL FRAME WIDTH --1 X X ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASTRAGAL OUT / IN -SWING SEE ■ BELOW POS. 43.0 NEG. 43.0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASRL1 OUT / IN -SWING e AV 1. THE DOOR FACE SHEETS ARE 24 GA. (0.02n MIN. THICKNESS. ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASRL1 OUT / IN -SWING SEE + BELOW POS. 43.0 NEG. 43.0 PRODUCT DESCRIPTION o 1. THE DOOR FACE SHEETS ARE 24 GA. (0.02n MIN. THICKNESS. 2. THE STILES AND RAILS. ARE WOOD CONSTRUCTION. z �euILOINc CONSULTANTS, INC 613.659.9197 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE S)DELITE GLAZING IS 0.5' INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/16". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). are 6 12/02 SCALE N. TS. * 7. THE IMPERIAL ASTRAGAL USES A 9.0' LONG x 0.3125" DIA ASTRAGAL ROD JUNE 28, 2002 MG. BY: WLN TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625" THK� ALUMINUM ROD SLIDE &ARS. THERE IS (1) ALUMINUM BAR TOP & B07TOM & (3) IN THE CENTER. Lyndon F. Schmidt Florida P. E Na..43409 CHK. BY: RW DRAW c NO,: JW -103 -OC B. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYUNDRI%AL GRADE II WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. 19506 French i.nre Drive Lutz, FL 33558 SHEET __L 0FA_ n — N O O C• w Q7 d c O 1/2' DRYWALLSHEATHING 1 _�:.: L10 ? y Ip DOUBLE 2X s.0' 1 6.D' 1 y` E o in 2x HEADER HEADER r n^ I7��fJ _ n Z J M T �e O _'fS is rn��r _GG- o ILA V - -- c v - JT O N7 N W SINGLE DOOR VL INTE61Q8 2 PFH WS � U EXTERIOR Z � (@HEAD JAMB C.f C1 F >..K 2X STUD 6.0' V Q mO o Z 6.0' 3.0' 3.0' 6.0' = N _ Z 1.15' MIN. EMB. 2X JACK STUD N -+ o I Q l e U a .25' MAX. w e SHIM SPACE .15' MIN. —' Ln SHEATHING -\ - ax 14' TYP. Z � CD EXTERIOR 3 DOUBLE DOOR w vt I w Iw— O Ln O (n LL le x 2-1/2' 6.0'6.0' PFH WS 3.0' 3.0' V O O O 3.0' cl:: Z O 0 0 3 3 v • � Z 3 Z INTERIO 2x4 c_ 1/2' DRYWALL - r 9UILDINO I CONSULTANTS. INC 813.659.9197 VERTICAL SIDE JAMB SING4E OR DOUBLE DOOR WITH SIDELITES oae; 6112102 SCALE. NTS DwG. ar: WLN Cm a+: RW DRAMNQ NO -- JW -102 -OC l-- 4 OF 4 I G.- 2 0 0 5 r35 C 18 1-)M FLO HENNER 904 220 'ea 65 P. C) i ift 00 Mvo ldernfii lY S%--stemSizing lc l tl n Summary 717 LOCUST STREP Prosect Title: (Code Only 717 LOCUST STREET 717 LOCUST STREET FOR HOMEFIXERS Prolassionai Version SANFORD, FL Climate: North Locaticr, for waatner data: Orlando - User cuatdrnized: Latitude(28) Temp Rangall-) Hum?ditInterior RH "5� 00h) Outd2or wet bul 17 P� Hurni� differerce(449[; WINTER Winer Naptinn t-nad etnr PAC Rnft) 'lniar aesicn temperature 36 F Summer deign temperature 93 F Winters tps7int 70 F Summer 3aJtpoint 75 b; ,Winter temceratUrAlffpfaftic p_ 3_F _ Summn'" er temperature difference 18 I= iokmi �w t n iae l c�fctJla�l�a"t------- 73 Bttai► Total Ggol9msa Yc�ad calculation 26708 Btuh Submitted heating capacity °!� 0f cabs Ettuh Submitted coaling Capacity % of dalc Btuh Total (Electric Heat pump) 118.7 30000 Sensible (SHR - 0.8) 100.0 24000 Nee& Purnn w. Aua�itilary(tf.p!eV"O! 116,7 30000 Latent 221 5 6000 To#el m Electric Heat pu CALCULATIONS y Load component I Window 4266 Load total 132 Ggft t3#uh 4684 Btuh Wall'cola! 982 sgft &50 sgft 8843 Btuh I Door total 40 sgft 13tuh 589 131uh Ce;'+Iirg total 950 *sq ft 18'15 Btuh Flea total 950 sgft Btuh 5860 Btuh I (Infiltration 51 cfm 123999 1787 Stuh Subtotal i 1329 Stuh 2 068 Stuh 112-3 SM00 y Load component I Window 4266 Load total 132 Ggft t3#uh 4684 Btuh Wall'cola! 982 sgft &50 sgft 8843 Btuh I Door total 40 sgft 13tuh 589 131uh Ce;'+Iirg total 950 *sq ft 18'15 Btuh Flea total 950 sgft Btuh 5860 Btuh I (Infiltration 51 cfm 123999 1787 Stuh Subtotal i 1329 Stuh 2 068 Stuh Duct loss Stuh Total latent gain 12 3 Btuh 216 HEAT L.088X9292 wfrvw i Btuh IMII (P7b7 r:a0rvt2%) 14 Pluor4sc"..7 SIMMER CALCULATIONS Window total 132 sgft 4266 Btuh 'Mall total 992 sgft 6815 t3#uh Door t(:tal 40 sgft ( 471 Btuh 1 Cei4irtry Ictal &50 sgft 2299 Btuh Flocs total I 4083 13tuh 1 !nflltretion 44 cfm + 880 stuh Internal gain 300; Stuh 1 uubtotal{sonsible) 21917 Btuh I Dura d+" 2162 Btuh TWA eenalble gain 123999 Stuh• la tens! ��tirb(irsfi'trt�tir�n? i 1329 Stuh !Latent gainontarriall 1380 Stuh Total latent gain 2709 Btuh TnTAI 14PAT r;Arsa wfrvw i LOW# rdvrna ff%) Leirrd UM ;e'R+7 EnargyGaugge PREPARED V DATE:_ FLRCP130.30 V*14OW00 an; CW40,19%, on ACOA Manval J, 904 220 2965 F.04 ystel 'mizinCalculations - summer Residential Load - Component Details 2152 Stuh Total sensible gain 717 LOC yv STREET Project Title: Latent Infiltration gain (for 44 gr. humidity difference) Coda Only 717 LOCU$T STRLEI' 717 LOCUST STREET FOR HOMEFIXERS Professional Version SANi~t7RD. FL Climate, North Reference City: Orlando (User cuatom4ed) Summer Temperature Difference: 18.0 F 11/1712005 s� 'yps hsr�g Window Araa(sgft) fin Load Wlnd ww Paned/sHt3Ctt�14n h;Ex h -Q t ;•iH Groas Shaded Unshaded Shaded Unanaded 1 Cleat, DEP: N, N `N 7 S a?ir,0 88 t 1.9 29 8? 18.50 atuh 2 1, L""leer, DEF. N, N 1 4 6,0 0.0 8.0 29 !47 522 Bturr 3 ('riear, LIEF, N, N S t a 30.0 300 0,0 29 46 870 Btuh d ', CIrrar, OFF, N, N N t e 30.0 0.0 3010 29 29 070 Stun 5 1, Tsar. DEF, rid, N N 1 4 8.0 0,0 6.0 29 29 174 Stuh W n'low 701:81 132 42813 tun I+1fa114 Type R -Value Area HTM Load 1 Frame • Eyterlor 0,0 982.0 61 6915 stun Wali T , i .. Del 0 5815 Btuh Doors Type Area HTM Load t Wood - Exter 40.0 118 471 Btuh t722r T I TypelColcr 40.V �..y R -Value Aree M�YOWY LL000O HTM 471 Load StuhCallings 1 Under ,Rttfc/Dark 19.0 950.0 2.4 2299 Btuh Gaiiin,Totai 930,0 2299 84uh Floors Type R•Va!ue Size HTM Load 1 RE144d Woad 0.0 4190.0 safe 4.3 4068 5tuh Floor Total 950,0 4088 btuh iM'Btrati—on Type ACH V01unne CFML- Load Nawrel 0.35 7500 A4.4 880 Stuh Mechanical 0 0 Btuh " Total luSO St h Key: Windom types rSHGC - Shad.ng ccet'ICIsMt of glass as SHOC numerical value or a9 clear or ;int; (U - Window U•Facr.cr or'DEF' for dafavit) 6n&- interior shading device; nors(N), BlindsiDaperles(s) or Reller Shade&(R) (ExLh • Exterior shading devic;a: none(N) or numarlcol v@lLe) '10rnt . carripass orlontation) Ef?ePQyGaugekV rLP,CPB 0,30 aurora GII 21817 Btuh 01,10t gala(ualrg duat multiplier of 0.10) 2152 Stuh Total sensible gain 23999 Btuh Totals for Cooling Latent Infiltration gain (for 44 gr. humidity difference) 9329 Stuh Latent occupant gain (8 people @ 23019tuh per person) 1380 Stuh Latent other gain 1 0 Stuh Key: Windom types rSHGC - Shad.ng ccet'ICIsMt of glass as SHOC numerical value or a9 clear or ;int; (U - Window U•Facr.cr or'DEF' for dafavit) 6n&- interior shading device; nors(N), BlindsiDaperles(s) or Reller Shade&(R) (ExLh • Exterior shading devic;a: none(N) or numarlcol v@lLe) '10rnt . carripass orlontation) Ef?ePQyGaugekV rLP,CPB 0,30 05:18 AM FL.0 HENHER 904 220 2965 P.03 System Sizing Calculations - Winter Residential Load - Component Details 717 LOCUST STREET Project Title: Code Only 7 LOCUST" STREET 717 LOCUST STREET FOR HOMEFIXERS Profes.-sional Versicn SANFORD, FL Climate: Nodi', Reference City-, Orlando (User customized) Winter Temperature Difference: 32.0 F 11/17/2005 W W- dow -Vari9s/SHGC/Fram9/L; Odentation Area X-----,. HTM= Load 1 1, Clear, Metal, DE; W 60.0 37.U- 2220 Btur 2 1, Clear. Metal, DEF L 6.0 37.0 222 Stuh 3 i, Clear. Metal, DEF S 30,0 37.0 1, 1110 Biuh 4 1, Cisar. Metal, DEF N 30.0 37,0 1110 Btuh 5 !, Clear. Metal, DEP N 0.0 37,0 222 Btuh Window Total 1 N - 4884 Btu th Wall$ Type 9-volue Area X HTM-- Load F.'riarne - Exterior 010 982 8,7 8543 Btuh 982 .8543 Btuh Doom Type Area X HTM= Load Wood .. Exter 40 14.7 689 Btuh Door Tota! m. 40 589811uh Collings Type R -Value Area X —P—TM= Load Uider Attic ",go 950 1,7 1615 Btuh Cei!ing Total 9"00 1815gtuh Floors Type R -Value Size X H7M= Load Raised WoodiCpan 0 950,0 sqf" 7.0 6.650 Btuh Floor Total 950 6650 Stuh Refiltration Type ACH X Building Volurne CFM- Load Naturai 0,40 7600(s,qft') 51 1787 Btuh Mechanical 0 0 Stuh inftltrsti n 7 51 1787 Btuh Subtotal 24098 Total$ for Heating I Duct 11-088(using duct multIpIller of 0.05) 1 1203 Stuh Key: VVIndc)w types (SH.GC - Shading oDefficlent Of gig$@ as S'HGC MJrnerical Value or vs clear or tint) (Frame typea , metal, wood or nau!ated metal) (U - Wirdow U -Factor OrVEF'for default) (MTM . MaNai. H681 1'renifer Multiplier) Key, Poor size ;'Parimal.er(p) for slab -on -grade or area for all other floor lypqs FWQPWU9811D Fi6ROPS 4,30 WO®® CONSTRUV JN IN.SiTALLATICN 183 & 740/744 CONVENTIONAL "MOIL -FIN' * SINGLE HUNG i PW HEA® DETAIL SIDING SHEATHING / OSB FLASH]UG, BY 07HERS ; • 4 By TRlM1MOOULEDRDiG �✓ NOTE, SIDING AND TRIM ARE SHOWN F❑R REFERENCE ONLY, BRICK, STUCCO, ETC., NOT SHOWN. SIZE HEADER AS NEEDED FIN OR= PEOMTIX 6wDom FASTmom v2' DRYWALL M'.INC NCNC- 4 PENETRATION j-t'�rCLEARANCE- TUTO STUD (6L: 7OUR SIDES) INTERIOR - 'va`OOD /MARBLE STEL ml�m.t�\1j&N �i\IlW --1/2' DRYWALL. JAMB DETAIL TRIM/MOULDING BY OTHERS,r-SID:NC- In OTHERS j- SHEATHING � 73' -or - EXAMPLE 1/2' DRYWALL INSTALLATION FASTENERS A SPACINGS FASTENER REQUIREMENTS ARE CEPENDANT !N DESIGN PRESSURE - I EE EOCUMENT TITLED 'MI NOME PRODUCTS, PFIME ALUMIIWb ',WINDOWS, - - -- ISTA_LAMM INSTRUCTIOfdS F❑R NAIL FIN FRODUCTS' DOTED -A, n2 SILL* DETIl AND :iA1SED SEAL. STAMPED BY-MONUEL MARTINEZ (P.E,) 847182 .®_FU1Q..DESMN.,FRESSURES: UP.,70.35- U20 MBH) DO..NOT,.U_-tED 24! SPACING $ 'NAIL FIN' IS A 'ENER[CTERM � WN(CH - � :3F FASTENING SCREWS. FOR DP's FROM 35.1 TD 50 (140 HPH), DO NOT 9 MEANS 'MOUNTDiG FLANGE'. EXCEED :8'. PLACE 8 CORNER SCREWS WITHIN 3' OF EACH CORNER, 2 (NOT TC BE CONFUSED WLTH '!/2' rRONT = LANGE) �r�r F• LLI e m w PJAA 1FR®UX4co g y FL�2.�Q � PQM �' Al0 fi R 0 Z,q.0 po s f=G 3�io -770� P2o/'t27 % f�AAkEss ; 7/> S ,g ou � A4 U /G S Ys % 6M ASL pVGiu�o/�f c6 N AEs�9 i�,a rorTE,u Appko- x . S" cq r) 1,5�� gAr-P� 1006 A-