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Home My WebLink About2385 Narcissus Ave 15-3019; NSFHNOV 4 201 I In •7. KL Engineering =- 427 Palm Crest Lane Lake Mary, FL 32746 Phone: (407) 361-8017 Fax: (407) 250-2559 November 23, 2015 City of Sanford- Building Department 300 N. Park Ave Sanford, FL 32771 Subject: Roof Dry In 2385 Narcissus Ave. Sanford, FL 32771 Permit Number: 15-3019 To Building Official, Engineer inspected the roof dry in at the address mention above. After the inspection, we certify that the above referenced dry in roof is meet with the 2014 Florida Building Code. If you have any further questions please contact us at phone number: (407) 361-8017 Sincerely, Khanh Quoc Le, PE Florida Register #70935 415S1Aic (- F R,Ifl C.C Vee r PERMIT No: 12-554 2381 NARCISSUS, SANFORD , FL OTHER INTERIOR METAL PIPING EQUIPMENT GROUNDING BAR FULL SIZE 4 (CU) BUILDING STEEL, WHEN AVAILABLE FULL SIZE FOOTER STEEL / I I 3/4"x10' COPPER GROUND RODS 4 CU) 6'MAX[ G*— SERVICE EQUIPMENT NEUTRAL BUS ENCLOSURE TYP) FULL SIZE GROUNDING ELECTRODE CONDUCTOR 4 CU 4 (CU) IF METAL WATER PIPING IF AVAILABLE MAIN UNDERGROUND METAL WATER PIPE BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED PER 250-50(a) GROUNDING DETAIL NOT TO SCALE ELECTRICAL SERVICE TO BE DETERMINED BY A LICENSED FLORIDA ELECTRICIAN. PANEL LOCATION TO BE DETERMINED BY BUILDER & ELECTRICIAN. a— 2 " RMC W/ 3#3/0 THWN CU 200 AMPS 1 PHASE NEMA 3R NEMA 1 R 3 WIRE 200 AMPS 150 AMPS SELF CONTAIN 10 BREAKER MAIN DISC. f J 1 PHASE MLO 208/120V 208/120V 1 PH. 2" PVC 2" EMT 3#3/0 THWN CU 3 #3 THWN CU 1#4 G 4 GROUNDING BOND TO BLDG STEEL AND BLDG ELECTRODE. REFER TO GROUNDING DETAIL POWER RISER DIAGRAM 77MID ENTERPRISES INC. 1280 PRINCE CT. LAKE MARY FL 32746 TEL 407-383-6163 Hdinhl@cfl.rr.com Nov 28/11/2012 Contract This is agreement between HMD Enterprises Inc (contractor) and WatNavaram Buddhist Temple inc. (Owner) to construct an single story home, permit : 12-554 and complete site work , permit : No. 13-387 at address 2381 Narcissus Ave, Sanford for the total cost of $253,975. Mobilization 3,000 Dewatering 9,000 Traffic control 3,000 Earthwork 32,348 Storm sewer 27,490 Water line 11,330 Curb & paving 31,250 Total construction cost $ 117,418 Earthwork alternative $ (7,080.00) Pavement alternative $ (4,275.00) Total site cost $ 106,063.00 x15% mark up= $15,909 = $121,972 Cost to construction the building: $132,000 Total cost 253,972.00 This price does not include bonds, permits, or fees. This price is base on information provided on the plan. This assumes that existing soils are suitable for construction. There is no allowance for removal of any unsuitable existing soils or subsurface material. Civil engineer, Geotech. engineer that required involve in the project, will be paid by the owner Hue Dinh HMD Enterprises Inc. WatNavaram Buddhist Temple inc. Licensing Portal - License Search Page 1 of 1 9:05:20 AM 1/5/2012 Data Contained In Search Results Is Current As Of 01/05/2012 09:03 AM. Search Results Please see our glossary of terms for an explanation of the license status shown in these search results. For additional information, including any complaints or discipline, click on the name. Name License License Type Name Type Number/ Status/Expires Rank Certified General DINH, VAN HUE Primary CGCO58578 Current, Active Contractor Cert General 08/31/2012 License Location Address*: 1280 PRINCE COURT LAKE MARY, FL 32746 Main Address*: 1280 PRINCE COURT LAKE MARY, FL 32746 Certified General HMD ENTERPRISES INC DBA CGC058578 Current, Active Contractor Cert General 08/31/2012 License Location Address*: 1280 PRINCE COURT LAKE MARY, FL 32746 Main Address*: 1280 PRINCE COURT LAKE MARY, FL 32746 Back P1flvr;SiDat; denotes Main Address - This address is the Primary Address on file. Mailing Address - This is the address where the mail associated with a particular license will be sent (if different from the Main or License Location addresses). License Location Address - This is the address where the place of business is physically located. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 :: Call.Center@dbor.state.fLus :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbpr.state.fLus. https://www.myfloridalicense.com/wlll.asp?mode=2&search=LicNbr&SID=&brd=&typ= 1/5/2012 b . J,_ 1N THIS INSTRUMENT PREPARED IB - 1 / NARYANNE MgRSE, CLERK OF CIRCUIT COURT Name: Address:5Eb1LE COUNTY t 1912 Pq 0660; ( 1 pp) CLERK'S # 2012145758 DEC 1 2;iZf Flo da County of S minole 12-554 Parcel ID Number: RECIIRDFI) 1?1051P01R 10:18:17 AN RECORDING FF -KS 10.00 RECORD0 BY J Frk+enroth(all) 22-19-30-5AD-0000-180 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 Commencement DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2381 Narcissuc Ave Sanford Florida 32771 GENERAL DESCRIPTION OF IMPROVEMENT: build 1 story building , site development permit No. 13-387 paving, grading, storm water OWNER INFORMATION: Name: Wat Navaram Buddhist Temple Inc. Address: 2381 Narcissus Ave, Sanford , Fl 32771 Fee Simple Title Holder (if other than owner) Address: CONTRACTOR: Name: HMD Enterprises Inc. Address: 1280 Prince Ct. Lake Mary, Fl. 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served CERTIFIED COPY as provided by Section 713.13(.1)(b), Florida Statutes. MARYANNE MORSE Name: NSA CLERK OF CIRCUIT COUR1 In addition to himself, Owner Designates To receive a copy of the Lienors Notice as Provided Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a DECdifferentdateisspecified) WARNING TO OWNER.- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 1 VU -U C Owner's Signature Owners Printed Name Florida Statute 713.13(1)(g). " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of A- (Ak County of - KI)- M r : )I L The foregoing instrument was acknowledged before me this day of i V V 20 by L0Qq,Xpo Who is personally known to me ( Name of person making slate ent r1 \ OR who has produced identification tI typodentification produced: WHILHELMINIA COX Notary Public - State of Florida x : = My Comm. Expires Jun 21, 2014 a`- Commission # EE 3076 of Noiary signature Bonded Through National Notary Assn. Plans Examiner J :D,, -A1 City of Sanford Building & Fire Prevention Division Response to Comments Application #: Submittal Date: Project Address: _ of 3 9 5 aA Contact Person: Contact Phone #: g' V E D CITY OF SAN -FORD OCT 12015 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY:-- yApplication No•J-30 I Documented Construction Value: a Job Address: _ , . ,` Ltw T&0 4)G^--tzv Historic District: Yes No [ Parcel ID: Residential ® Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: , Plan Review Contact Person: A,, L. Title: Phone: "7tj^--P1!'3 Fax: - Email:- Property Owner Information {-41,_e_Ck1Ak 1 q%(o Name Phone: Street: ,2 2,1 Ata #_r,'C"0,w ,lk&-2_,,,_. Resident of property? City, State Zip:. Qln,_A Contractor Information NamePhone: X0'7 3 Street: 12 M tQ C'"1' Fax: M -- City, State Zip: State License No.: C! Q r 6 T . K^7j;) Architect/Engineer Information Name: T1, -4A 0 Phone: l'7 Street: A 17 0 AA 4 CA Fax: City, St, Zip: L:a 4kn A r", [t .. a r 1 D 7 cr T E-mail: Bonding Company: rA Mortgage Lender: k Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM;`' Q jIC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOT]' RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPi FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFI COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indic commenced prior to the issuance of a permit and that all work will be performed to mee in this jurisdiction. I understand that a separate permit must be secured for ele furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that dat Revised: June 30, 2015 1 I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's O 12S Signature of Contractor/Agent Date Print Contractor/Ajzent's Name V of Florida Da ,,,,,, -State of Florida Date GARRM. W, YOUNT PF 9141§ ow y 20 y I— I— Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Owner/Agent of ID Produced ID e/ Type of ID F,;. W BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: /0-9-/, COMMENTS: Or— 7, 1<<'v e PE F_ ,u , . CW-A42E-8 KM / ,•, , .-0I A -c. P_ 9M , — fit E 57F2 / Revised: June 30, 2015 Permit Application Revision'' ' City of Sanford Response to Comments MAS 1 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date 0 3 1 Project Address: 3 SJ /t - Contact: 4 r fi Ph: QR X62 G Fax: Email:Ta- C7 mkcu\ C f" D Trades encompassed in revision: General description of revision: D Building A o a ri A -e Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Utilities Waste Water Planning Engineering Fire Prevention L`1 Building y -/- / Approvals TOT EI'TERPR9SES 0P9C. 1280 PRINCE CT. LAKE MARY FL 32746 TEL 407-383-6163 Huedinh1986@gmail.com 3 PERMIT # a - March 31, 2014 City of Sanford Building Dept. Subj Revised truss plan for permit : No. 12-554 at 2385 Narcissus Ave, Sanford Dear Sir Due to the new situation we would like to resubmit truss plan for this project Thank you Hue Dinh GC HMD' ITW Building Components Group, Inc 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page I of I Document ID:I UUW408-ZO227095629 Truss Fabricator: Accu -Span Truss Conpany Job Identification: 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL Truss Count: g Model Code: Florida Building Code 2010 Truss Criteria: FBC201ORes/TPI-2007(STD) Engineering Sotfware: Alpine Software,Version 10.03. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF 0 1.25 Duration Floor - N/A Bind - 140 NPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mut notch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing:nunber is preceded by: HCUSR408 Details: BRCLBSUB-14030EC1-6BLLETIN-PB16010 S Ref ?:;Uescr.iption Urawing8 Yate 1 57532--A2 13086016 03/27/13 2 57533=`-A1 13086014 03/27/13 8`-67584-=F 13086008 03/27/13 4 6753S--0 13086010 03/27/13 5 67636= FV 13086013 03627/13.. 6 57537 --FX 13086010° 03/27/13 7 57538-4X 13086012 03/27/13 8 ' 57538-=P1 13086015 03/27/13 8 57540-.-P2 13086011 03/27/13 Douglas Fleming Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 k L/J/-/—va ram ... emCe -- —.. Top chord 2x4 SP_#2_Dense_12A Bot chord 2x4 SP_#2_Dense_12A Webs 2x4 SP_ 3_12A Lumber grades designated with "12V use design values approved 1/5/2012 by ALSC. a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.77 ft. from roof edge. NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 4X6 3X10 THIS DING PREPARED.FROM COMPUTER INPUT (LOADS Y DIMENSIONS) SUBMITTED BY TRUSS MFR. J 1) - plates so marked were sized using a Fabrication Tolerance of O% and a Rotational Tolerance of 0 degrees. 140 mph wind, 16.77 ft mean hgt, ASCE 7-10, CLOSED bldg, not Located within 9.00 ft from roof edge, RISK CAT 11, EXP -B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 6X8(1) 3X6(B1) = 3X6(B1) W- o 2-4-8 .2 28-0-0 Over 2 Supports i0 2-0-0. 2-4-8 . 12-0-0 R=1230 U=0 W=8" V ;K• RL=230/-230 4,••'J S•••• Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(ST9 PLT TYP. Wave FT/RT=20%(0%)/10(0 100.0 Zr VTY: 1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. IYPoATANT•• Fl,Po,AR"TM"'c' '10 "'m "'i ms'sT ; V TC LL 20.0 PSF REF R408-- 57532 TC OL 7.0 PSF DATE 03/27/13 BC DL 10.0 PSF DRW HCUSR408 13086016 BC LL 0.0 PSF HC -ENG KD/AP ALPINETOT.LD. 37.0 PSF SEQN- 468870 8ui)6nM Component• Group nc. DUR.FAC. 1.25 FROM RF Hai -I City, FL sas44 SPACING 24.0" JREF- 1UUW408 Z02FLCOAF.278 Top chord 2x4 SP_R2_Oense_12A Bot chord 2x4 SP -#2 -Dense -12A Webs 2x4'SP_#3_12A Lumber grades designated with "12V use design values approved 1/5/2012 by ALSC. a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.38 ft. from roof edge. NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 6X8= 5X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 16.77 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X6(81) = 4X6 = 3X6(B1) _ 2-4-8 1z 00 6- 4-8-0 - I 28-0-0 Over 2 Supports ILZ-o-VI 10-15 I2 -0-0I -4-8 1 R=1230 U=91 W=8" RL=263/-263 Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007 PLT TYP. Wave FT/RT=20%(0%)/10(( IIIPnnawr i Is ic. mrl,ancrans ixc i ix w xs. . y i ATE ALPINE zyS QNAI E 4him tW1t 27/2013IdWCpnP. Gmup c Haines City, FL 33844 FL CoA #0 278 12-0-0 FL/ -/5/-/-/R/- Scale =.1875"/Ft. TC LL 20.0 PSF REF R408--.57533 TC DL 7.0 PSF DATE 03/27/13 BC DL 10.0 PSF DRW HCUSR408 13086014 BC LL 0.0 PSF HC -ENG KD/AP TOT.LD. 37.0 PSF SEQN- 468883 DUR.FAC. 1.25 FROM RF SPACING 24.0" JREF- 1UUW408 ZO2 L/b/-/Nayaram KeSldence -- LSaI Narcissus Ave. ] NtUKU, rL 3L//I - r ) Top chord 2x4 SP_#2_Dense_12A Bot chord 2x6 SP #2 12A Webs 2x4 SP #3 12A Lt Wedge 2x4 SP_#2_Dense_12A::Rt Wedge 2x4 SP_#2_Dense_12A: Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 16.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load 3X4(A1) = 3X4(A1) = l o S 0 0jwk0-2 I 14-0-0 14-0-0 I j -E 28-0-0 Over 2 Supports w R-1319 U=130 W=4.5" RL=311/-311 12-0-0 Design Crit: FBC2010Res/TPI-2007 (ST - PLT TYP. Wave FT/RT=20% 0% /10(0) 10'0 . C0 60 i1TY: FL/ -/5/-/-/R/- Scale =.1875"/Ft. RARxInG•• IaFao Axo room Au .ores a. Tx!s sIMCT!W TC LL 20.0 PSF IMMTW.. 1.,„,s , m.rnrcm.s. 1.al.sTu.!.es. L REF R408-- 57534 7 . ATE J. TC DL 7.0 PSF DATE 03/27/13 w BC DL 10.0 PSF DRW HCUSR408. 13088009 ALPINE a <u BC LL 0.0 PSF HC -ENG KD/AP ONAL`_ 'TOT.LD. 37.0 PSF SEAN- 468921 27/2013 1 aalldnyCanpannaGroup C. = 1.: ., s DUR.FAC. 1.25 FROM RF Haines City, FL 33844 ,:= : :"°. 'a `: N6-:- 0 :s::ter = ' "„ SPACING 24.0" JREF- l UUW408_Z02FLCOA #0 278 A- mavaram rc -- - - Top chord 2x4 S"2 -Dense -12A Bot chord 2x4 SP_62_Dense_12A Webs 2x4 SP_#3_12A Lumber grades designated with "12V use design values approved 1/5/2012 by ALSC. a) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SIIBAIITTED BY TRUSS MFR. 140 mph wind, 16.77 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on M11FRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load 3X6(B1) = 3X6(B1) 4-8-0 " 1- 9-4-0 1 9-4-0 1 4- 1q1 28-0-0 Over 2 Supports $ F R=1230 U=112 W=8" RL=306/-306 Q•\ $• V Design Crit: FBC201ORes/TPI-2007(ST pp PLT TYP. Wave FT/RT=20%(0%)/10 0) 1 DO Y MTY. FL/ -/5/-/-/R/- Scale =.1875"/Ft. 0 WARNING" READ ANO LOLL AALLI TE 15 TC LL 20.0 PSF REF R408-- 57535IYPMEN?'• Fl+d SN Tx S ION T • fa r G.," ATE 0TC DL 7.0 PSF DATE 03/27/13 Ya•~ Y' ^ m`• R C BC DL 10.0 PSF DRW HCUSR408 13086010 F O ALPINE . w p-•I • . ..• •• BC LL 0.0 PSF HC -ENG KD/AP 11:1 171 x A N S ON%. TOT.LD. 37.0 PSF SEQN- 468873 BuUdnM C• m.. Group ne. 7/2013 DUR.FAC. 1.25 FROM RF HaiFL CtyFL 383 84 T" 1W40ZO24027SPACING24.0JREF ci i-i navaram n Top chord 2x4 SP -#2 -Dense -12A Bot chord 2x6 SP #2-12A Webs 2x4 SP #3 12A Lt Wedge 2x4 SP_#3_12A::Rt Wedge 2x4 SP -#3-12A: Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Left and right cantilevers are exposed to wind a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.38 ft. from roof edge NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 5X8 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 6X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 01 MENS IDNS) SUBM I TIED BY TRUSS MFR. 1) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 140 mph wind, 16.77 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on NWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(A1) = 3X4(A1) a - 0s o 0 s o -o 2-4-8 2-0-0 2-0-0 2-4-8 I I 6-10-15 I 5-5-2 I 6-10-15 I I I 28-0-0 Over 2 SupportsA$wo.-Th Io 12-0-0 R=1272 U=105 W=4.5" OvVC, 7 : •• RL=263/-263 Q •, S••. Note: All Plates Are 2X4 Except As Shown. • V Design Crit: FBC201ORes/TPI-2007(ST : pp PLT TYP. Wave FT/RT=20%(0%)/10(0) 1 TITY: FL/ -/5/-/-/R/- Scale =.1875"/Ft. W"';x" s" AFJO "X0 F01D' A111tl1'°' TM'sT' ( l fTC LL 20.0 PSF REF R408-- 57536IYWNfANf•• nSiCx io u1 COmRICiOS SNC i I snLLEnS. ATE TC DL 7.0 PSF DATE 03/27/13 of Y 0 of e Z77e ,,," F Q.•. BC DL 10.0 PSF DRW HCUSR408 13086013 ALPINE • COR BC LL 6.0 PSF HC -ENG KD/AP f .wx, , ss ONAL TOT. LD. 37.0 PSF SEQN- 468934 BuR nW Companenn Onwp nc. n"e 27/2013 DUR.FAC. 1.25 FROM RF s..e." Y Tn Hm.sC&FL 33844 n=ea:,..... . ..P-,-....o",. u.-„.,a..,.y. SPACING 24.0” JREF- 1UUW408 Z02 FL -CoA 40278 - L/o/-/navaram Kesioence -- z3ui narcissus Ave. —r—, — SL//1 - Top chord 2x4 SP_#2_Dense_12A Bot chord 2x4 SP -#2 -Dense— 12A Webs 2x4 S"3_12A Stack Chord SC1 2x4 SP #2 Dense 12A::Stack Chord SC2 2x4 SP -#2 -Dense -12A: Lumber grades designated with "12V use design values approved 1/5/2012 by ALSC. 140 mph wind, 16.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" D.C. Center plate on stacked/dropped chord interface, plate I pgtt(R1) /// perpendicular to chord length. Splice top chord in bJfIU notchable area using 3x6. 5X64, 9 r- THIS DOG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" D.C. Bot Chord: 1 Row 012.00" D.C. Webs : 1 Row A 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Gable end supports 8" max rake overhang. See DWGS A14030ENC100212 & GBLLETIN0212 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 5X6 o Deflection meets L/240 live and L/180 total load. Creep increasefactorfordeadloadis1.50. NENBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 9 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3X4 3X6 (C6) = 3X4,-- 3X4(CIS) _ SC 12-0-0 5X6= + 3X4= 3X4(C6) = 3X4 = 3X6 (M) z oo O- smo-g 4-4-0(NNL) 4-4-0(NNL) d 23-4-0 11-8-0 _1_ 11-8-0 28-0-0 Over 2 Supports R=145 PLF U=15 PLF W=8-4-0 R=145 PLF U=15 P 'tl" • •••'7/d- RL=37/-37 PLF O •O.' S.••••Y Note: All Plates Are 2X4 Except As Shown. • V Design Crit: FBC201ORes/TPI-2007(ST pp PLT TYP. Wave FT/RT=20%(0%)/10(0) 1 C49.0 90 Y j)TY. FL/ -/5/-/-/R/- Scale =.1875"/Ft. OARnING•• Rego am wuw N.L 1— ax -S veer!. • TC LL 20.0 PSF REF R408-- 57537IYPpiTANT•• UId11. THIS aE51- - •Ll COmH.LTdlS MLW . I LEMS. sl °STM b':G • ATE aQ TC DL 7.0 PSF DATE 03/27/13 nYm••a;o '„.Iw.l. •`•`• I `"•I '. ,,' • pP•i (,v BC DL 10.0 PSF DRW HCUSR408 13086010 ALPINE _ !c• >. T M "•°"7 s•LOR`•••` BC LL 0.0 PSF HC -ENG KD/AP wHl ftnjATOT. LD. 37.0 PSF SEQN- 468937 I Bultrfn Com Grow nc. 712013 a. f• Mb R DUR.FAC. 1.25 FROM RF Haines city, EL 33144 T._Ha:......«Y . ,r-1.._.,., M. re. s,,.._.,., SPACING 24.0" JREF- 1 UUW408 202 FL COAF 178 L/J/-/NHVHrHm "".fence -- Zjal Nara.... .ve. JanrVNU, IL 3G//1 - A Top chord 2x4 SP_#2_Dense_12A Bot chord 2x4 SP_#2_Dense _12A Webs 2x4 SP_ 3_12A Stack Chord SC1 2x4 SP #2_Dense_12A::Stack Chord SC2 2x4 SP #2 Dense 12A: Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. See OWGS A14030ENC100212 & GBLLETIN0212 for more requirements. a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 5X6% ,X II 181\ 5X6 3X40 g r 6X8+ 3X6(C6) = J 6.5 6.5 1_ SC 3X4 (M) = 5X6 z -o -o 4-4-0(NNL) , 4-8-0 28-0-0 Over 2 Supports THIS MG PREPARED FROM COMPUTER 'INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 16.70 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" D.C. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable-area using 3x6. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL'WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. N+4 k3X4 43X4 12-0-0 5X3x6(C6) 4-4-o(NNL) R=264 PLF U=24 PLF W=4 -8-0R=26 SRL=66/-66 PLF Q •'• `'• Note: All Plates Are 2X4 Except As Shown. ; Design Crit: FBC201ORes/TPI-2007(STD p, 8 PLT TYP. Wave FT/RT=20%(0%)/10(0) 1003. 0 .21 FL/ -/5/-/-/R/- Scale =.1875"/Ft. MARNING•• REAa Axo wuu AL1 NATES a IS vMer! TC LL 20.0 PSFiNANrtANr•• ! S MSIM M ALL carnw cTan INCEua!Ne i.sT.um. REF R408-- 57538 ro Al . :pd ATE + TC DL 7.0 PSF DATE 03/27/13 OR`QP;.•'4 BC DL 10.0 PSF DRW HcuSR408 13086012 ALPINE BC LL 0.0 PSF HC -ENG KD/AP AL TOT.LD. 37.0 PSF SEQN- 468876 7/20132B.,,.n. Compo ft Gmp w. DUR .FAC . 1.25 FROM RF Haines City, FL 33844 -eco. i.. s roe. a e. u. ..... m...r '" FL C04FL z33 SPACING 24.0•• JREF- 1UI 08_Z02 Top chord 2x4 5P_#2_Dense_12A Bot chord 2x4 SP_#2_Dense_12A Webs 2x4 SO #3-12A Lumber grades designated with "12V use design values approved 1/5/2012 by ALSC. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC a 24" OC. MWFRS loads based on trusses located at least 12.19 ft. from roof edge. See Detail PB160100212 for piggyback details 0-0-4 06 THIS OW PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 plf at -0.68 to 57 plf at 3..90 TC- From 57 plf at 3.90 to 57 plf at 8.47 BC- From 4 plf at -0.68 to 4 plf at 8.47 140 mph wind, 24.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP 8, wind TC DL=4.2 psf, wind BC DL=2.0 psf.GCpi(+/-)=0.18 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 7-9-8 3_10_19 I 3-1n-17 I 0-0-4 ,{ x2 -- 1g 3YZ I -E— 9-1-13 Over 3 Supports G R=-63 Rw=81 U=93 W=5.5" r 2. RL=80/-80 a • r • R=82 PLF U=22 PLF W=7-9-8 p Design Crit: F13C2O1ORes/TPI-2OO7(sTD) 0" 848 L PLT TYP. Wave FT/RT=2096(0%)/10(0) 1Q.03.1 .0 .21 Q 1 FL/ -/5/-/-/R/- Scale=.5"/Ft. rARNixD•• aena AND — a N S w Tels sxrrr+ • TC LL 20.0 P$F REF R408--• 57539w0IT-" nnw1. .-11 T. -1 „ T ,NSTIILLEIS. .. . ATE Q TC DL 7.0 PSF DATE 03/27/13 u • pR,< P•• ' BC DL 10.0 PSF DRW HCUSR408 13086015 ALPINE - u < e • a of -' or SS OA` BC LL 0.0 PSF HC -ENG KD/AP 7/2013 TOT. LD. 37.0 PSF SEQN- 468877 I. eraarocmRn•r:a.«nr•DUR.FAC. 1.25 FROM RF Baines CityCOA FL 33844FL40278 .... o,M. '"" SPACING 24.0" JREF- 1UUW408 Z02 a, -•- L/•J/-/Nayaram Residence -- Z3a1 NarCISSUS Ave. >ANYVRU, YL 3L//I - YG Top chord 2x4 SP_#2_Dense_12A Bot chord 2x4 SP_#2_Dense_12A Webs 2x4 SP13_12A Lumber grades designated with "12V use design values approved 1/5/2012 by ALSC. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC @ 24" OC See Detail PB160100212 for piggyback details. 0-0-4 4X6 = -- 1 ^ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 plf at -0.68 to 57 plf at 2.01 TC- From 57 plf at 2.01 to 57 plf at 4.69 BC- From 4 plf at -0.68 to 4 plf at 4.69 140 mph wind, 23.68 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wird TC DL=4.2 psf, wind BC DL=2.0 psf. GCpi(+/-)=0.18 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-0-4 A. 21-913 ZX4 III IE 4_0_2 310E B -J 2-0-1 _I_ 2-0-1 _I 5-4-7 Over 3 Supports R=5 Rw=40 11=31 W=5.5" R=5 Rw=11 U=3 W=5.5" OV. ``••• • s'• ./'Y RL=45/-45 O • V F R=73 PLF U=28 PLF W=4-0-2 Design Crit: FBC201ORes/TPI-2007(STD) : O. a PLT TYP. Wave FT/RT=20% O% /10(0) 1Q.63.1 .0 .21 /QtW FL/ -/5/-/-/R/- Scale=.5"/Ft. MARKING•• RUR um roLui wrrs a ,Nls sxrtrl ; • TC LL 20.0 PSF REF R408-- 57540 yc ATE . TC DL 7.0 PSF DATE 03/27/13 12R OP• BC DL 10.0 PSF DRW HCUSR408 13086077 ALPINE •-« f < e r a T/0S •• w N• N` BC LL 0.0 PSF HC -ENG KD/AP a / ONA` 7/2013 TOT. LD. 37.0 PSF SEQN- 468878 7 auNanoCompawmftc I/Pa=. DUR.FAC. 1.25 FROM RF Haines TM City1UUW408 C0nF3._ Z02 FL00278 SUPPORT REPORT JOB DESCRIPTION 2757-/NAVARAM RESIDENCE WIND CODE: ASCE 7-10 WIND MPH: 940 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX,# MAX. -Y UPLFT.-8 PROFILE Al 28.000 8.000 ===WALL 0 000===12.000 1230 91 Al 28.000 8.000 WALL 27.333 12.000 1230 91 A2 28.000 8.000 WALL 0.000 12.000 1230 0 A2 28.000 8.000 WALL 27.333 12.000 1230 0 F 28.000 4.500 WALL 0.500 12.000 131 130 F 28.000 4.500 WALL 27.125 12.000 13744 130 FA 28.000 4.500 WALL 0.500 12.000 1272 105 FA 28.000 4.500 WALL 27.125 12.000 1259 105 FX 28.000 100.000 WALL 0.500 12.000 1208 125 FX 28.000 100.000 WALL 19.167 12.000 1208 125 G 28.000 8.000 WALL 0.000 12.000 1230 112 G 28.000 8.000 WALL 27.333 12.000 1230 112 GX 28.000 56.000 WALL 0.000 12.000 1232 112 GX 28.000 56.000 WALL 23.333 12.000 1232 107 P1 9.153 5.500 WALL 0.028 22.652 63 93 P1 9.153 93.509 WALL 0.708 22.798 639 171 P1 9.153 5.500 WALL 8.723 22.652 63 44 P2 5.372 5.500 WALL 0.028 22.652 5 31 P2 5.372 48.134 WALL 0.708 22.798 293 112 P2 5.372 5.500 WALL 4.942 22.652 5 3 oaw"wou"ftv 01) CLB WEB BRACE SUBSTITUTI N THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. N[ITES THIS DETAIL 1S ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING, ALTERNATfVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 I -2X4 2X3 OR 2X4 2 ROWS 2X6 2-2x4 2X6 1 ROW 2X4 I -2X6 2X6 2 ROWS 2X6 2XB 1 ROW 2X6 I -2X8 2x8 2 ROWS 2X6 2-2X6(*) T -BRACE L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED. DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T— BRAC ING R T -BRACE L— BRACING: ER L -BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTAC 1_1 WITH 30d BOX OR GUN 0.128'. 3.',MIN) NAILS. AT("O.C. BRACE IS A MINIMUM 807. OF WEB MEMBER LENGTH T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN(1) SCAB PER FACE. ATTACH WITH IOd BOX OR GUN 0.128'x 3,',M]N) NAILS. AT 6' O.C. BRACE 1S A MINIMUM BO% OF WEB MEMBER LENGTH SCAB vnenlnG.. REAg Ann Touov ALL NOTES ON THIS SHEET! • TC LL P S F REF CLB SUBST, e KIT g19 d Ingo conpepnent Sof in9. 2a nd;iby TPI and VTCAtii`og and Pfy CP9 iRe se,p ' e N°p pprAry. ocng p csl. s 5„ • •. TC DL PSF DATE I/1/09 Illi `il - nn °„corp a e,001Pe ATE (J ' Qo ° g time a goal ses. en a D1. S p)pbs aenern n es p g• •i BC DL PSF DRWG BRCLBSUB0109 IMPORTANT•• (URNISH COPY OF THIS DESIGN 10 INSTALLATION CONTRACTOR. ITv Building cpnppnents h pv„ mc. TlrvnceT s t de resppnsmie F r nnv devm n Frpn his •• : c[pR\P•BC LI- PSF iltlip fompgr¢TCS GIouplm. design. png °°pure to w d5P5 res n o^^p< <e .gym rPl. pr F Bing. nRneiW H,S- T o s • • • ' % TOT. LD, PSFnstpllingcKgautITVBCGcropI. res a node °020/ 13—A -v S/I<; ASTM P (1 gnpdQ JT/D/ p tAi;s /H.S) gaiv. sleet Apply pio res o ea<M1 Fu ce of p sLtiuned us morn obov n <nis dro.mg A sneer oge m 1-1 A engineering raswnsieaity 7/2013speeyl ° 1—p --t I .s sop n. The` be=Pnd prpSPsa' n pop — Fpr soy DU R, FAC. Ib- i pnnsibility n M1e n.A,J. gr esignervp AN 1-1 I se F2 fear 27 '13 E•M Cay, M083005 ITV- BCG'sr. r.t.bcg.con; IPI 11—t-1 V CA. ....sbcintlustry.c m: ICC. ...,ccsp V'e.org SPACING Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enctosed, Exposure C, Kzt = LOO 0,1 200 rph Wi,,ol Speed, 3,0: H.,ight, P-o.il y rret-ol, E p-ore C, K t IM 0, L 'ph Wi d Sp A d, 3 H H ight, E " lose 01 CIP11 o,e 1, Kt 1.00 n, : 1 00 roh ird ... pd 10' M... H,nht, P.1,H1, Ecl ... d. , ..A', R D. K t IM J" 05 3 IMAX. Tor. LD. 60 PSF Brocing Group Species -d Grool- G-up "! S -P -F, H-, 43 St-dord lioup- F --ch Shull- IN-.. t3 #3 stud Group B: Do 1. rI -Ld h Souther, Pihe- EE be SPB (Str--R.tRd ll-rdh. I So. Pre - ohly lhd,,tri,t 55 o, 1,du--1 15 St--R.ted 8 ... do Group 3 i- "Y he uo'd ith these g,od- Goble Truss Detoi Notes: W,rd L..d defl-ti- -tRri- is L12,IO PI -do phft --cti- Tor 100 'if .. r ti ... U, b-irg (5 P'l I C D,. L..dl. Goldle -d ..pp.rt. 1-6 f- 4' 0' utl..- itl, 2' W -erl.hq, or 12' ply -0 .,e,h.h9 So Pi- IuCber d-ig, I.(.- b -ed .1 the ALSC J,,.,ry, 2012 ru- Att-h 'L' b ..... ith 100 M128' 30- 1,) A[I, For 11) 'L' ".0 I p o 18 _res _d A. h" -R, -e.. K>KF6, ""dU .- Ipo- ""' " " " i, 18, e hol ... ee old 6' II t- -ro, ell A, 11gth, G.bic ve,tic.l VRC 'i"' ' " No loli- L.11 tl.r I-`P 15XA 161 -ter, t1o, ", 01, but 11' 6 - the, Thor 11' 6' R , to 'o-, t.... desig, For po l,, spli- .,d heel plet- to ' ' "i"iri) D"T " For "'diti- 1 dlle-e hy thil detoil. REF ASC[7-10-GAB14030 DATE 2114112 1 11, - , A 1030ENC100PIP Mar 27 '13 iMAX. SPACING 24.0' 2x4 Gohle verticol Spocing species I GI-OCIC, N. B-ces 1) 1 4 *L' G,cop A B -s - (1) 2.4 B ... e - 61.op B Gloop A Gr-cHLIp B 2) 2x4 'L' Br.ee - (1) 2 6 'L' B ... e - (2) 2 6 'L' 2 -re Gr-al,Ip A G - . . p B G . . . p A G,ol,p B G . . . p A 6 . . . p B GACI. Truss V 41 / h2 4' V 6' Il- 7' 2- 81 21 81 61 91 91 10, 21 32, 10, 13' 4' 14' 0' SPF 43 3' 10' 6' 2'_ 6' 7' MT2 81 11 81 5* 1), 8' 10, 01 12' 8' 13, 2' 14' 0' d 1110 e For 5254logo, I U st"' 3 to- 6, to- 7' V 81 11 81 51 91 81 10, 61 12, a, 12' 2' 14' 0' 14' 0' 0 HF St.hd.rd 31 10, 61 51 6' HO' 81 il 0' 5' 91 81 10, v 12, a, 13, 21 34' 0' 14, 01 I, 'ge 1 4' 2' 7' U' 7' 3- 8' 3' 8' 7' 91 91 10, P, 12, 111 13, 51 14' 0' 14, 01 S P 42 4' 1' 6' 10' Ei ' I 11' 6' 1 ' 9- In' 2- 1' 1.- 11' 4- 14' 1- W 0 - If, 3 3' 10' 5' 6' 51 10, 7' 4' 71 10, 9, 81 8 10, 01 1 Y-6' 12' 4- 14' 0' 14, 01 R, -N 1,-iN --I. p,r BCSI -t-, .3. B7 ., BHO -Noe- AW y to L stud 31 10, 51 61 51 10, 7' 4 7' 10- In, 01 11' 6' 12' 4' 14' 0' 14' 0' U stclrd lcl 31 81 4' 1' 5' 1' 61 41 61 10, 8' 7- 9' 3 10, 01 10, 81 IT 7' 1-1 01 U I / #2 4' W 7' It' 81 31 9' 4' 91 91 it, 21 11' 7' 14' 0' 14' 0' 14' 0' SPF 93 4' 5' 7' 6' 81 31 91 31 91 71 111 01 IY 61 14' 0' 14' 0' 14' 0' 14 0 st"cl 4' Y 7' in' 81 11 91 21 9' 7' It, 01 111 61 14' 0' 14'- 0' 14' O 14' 0' HF sto'd-d 4' 5- 7' 10' 8 l 9 3 9' 7' It, 01 11' 6' 14, 01 14' 0' 14' 0' 14' 0' 0 41 4' 9' 8' 0' 81 31 T 5' 91 91 IF 21 ill 81 14' 0' 14' 0' 14' 0- T-7-o, 4 42 4' 8' 7' It- 1 8, 3- 1 9' 4' 1), 91 11' 2' 11' 7- 1 14' V 14' 0' 14' 0- 0' 43 4 51 6' 9' 11 11 91 a, 9' 7' il, 01 IV 6' 14' 0' 1 0' 11, U" DFL stud 4 5' 6 ' 9' 7, 2, 91 01 9 ' 7' ill 01 Ill 61 14' 0 14' 0 F14'O' 14' 0- I F4 O- Tstord-cl 1 11 51 to- 31 7' 9' 8' 4- 10' 6' Ill 31 12' 3' 13, 1 14' O I 4 W I / 42 5' 2' 01 91 91 11 10' 4' to, 91 if, L, - 9- 14' 0' 14' 0' 14' 0' 14 0- SPF 43 4' 10' 8' 7- el ill 10' 2' 10' 7' 12' 2' 12' B' 14' 0' 14' 0' 14' 0' 14, 01 U el 4' 10' 8' 7' a, ill iw 2- 10' 7' 12' 2' 12' B' 14' 0' 14' 0' 14' 0* 14' G' H F Storclard 4' 10' 8' 7 B' 11' 10, 21 IW 7- 12' 2' 12' 8' 1 4 0- 0' 14' 0 14' 0' x 0 41 5- 3- a, 91 91 11 10, 91 12' 4' 12' TO- 4 0 14' 4' V 14' 0' 14' 0' SP 42 5' 2' a, 91 91 11 10' 4' 10, 1), 14' 0' 14' 0' 14' 0' 14' 0' 43 4' 10' 2. 1 10' 7' 14' 0' 14' 0' 14' 0' i, 14' 0' T4DFLStoo4' 10' io, 01 2- 10 7' 14' 0- 14' 0- 6-- vn- Stonclord 4' 10' 9' 0' 1)' 7' 14' 0' 14' 0' J" 05 3 IMAX. Tor. LD. 60 PSF Brocing Group Species -d Grool- G-up "! S -P -F, H-, 43 St-dord lioup- F --ch Shull- IN-.. t3 #3 stud Group B: Do 1. rI -Ld h Souther, Pihe- EE be SPB (Str--R.tRd ll-rdh. I So. Pre - ohly lhd,,tri,t 55 o, 1,du--1 15 St--R.ted 8 ... do Group 3 i- "Y he uo'd ith these g,od- Goble Truss Detoi Notes: W,rd L..d defl-ti- -tRri- is L12,IO PI -do phft --cti- Tor 100 'if .. r ti ... U, b-irg (5 P'l I C D,. L..dl. Goldle -d ..pp.rt. 1-6 f- 4' 0' utl..- itl, 2' W -erl.hq, or 12' ply -0 .,e,h.h9 So Pi- IuCber d-ig, I.(.- b -ed .1 the ALSC J,,.,ry, 2012 ru- Att-h 'L' b ..... ith 100 M128' 30- 1,) A[I, For 11) 'L' ".0 I p o 18 _res _d A. h" -R, -e.. K>KF6, ""dU .- Ipo- ""' " " " i, 18, e hol ... ee old 6' II t- -ro, ell A, 11gth, G.bic ve,tic.l VRC 'i"' ' " No loli- L.11 tl.r I-`P 15XA 161 -ter, t1o, ", 01, but 11' 6 - the, Thor 11' 6' R , to 'o-, t.... desig, For po l,, spli- .,d heel plet- to ' ' "i"iri) D"T " For "'diti- 1 dlle-e hy thil detoil. REF ASC[7-10-GAB14030 DATE 2114112 1 11, - , A 1030ENC100PIP Mar 27 '13 iMAX. SPACING 24.0' 1 GACI. Truss V Id ... o 'Pt,01 Tert- ie,gth oy ItIe d-t,lrd h-A eC-lelt d 1110 e For 5254logo, I d. dRd Broc, d,gT I 1. 14 W 2,6 DF -L #2 b ti dh.g- I ve'tic., I-qtl, h- I, 'ge 18, to ble -1., d-lol " 45- As I uppo, -d. P1 q o o, At lidp.i t or If, lele, lo 1prt CCAIT A.Il FOLLO' ALL NOTES a' ""N"AW"" 11PORT11T ::-CNNNG!-- FLRNISH THIS ORAWING Tr ALL CONTRACTORS IALL DING T.1 INSTALLERS. PTr ..... ....... .. 1-, 111, 1, ""." "'" F:"' ". ' ' t.'" - ' Ir t", te"It -tp- r BCSI -L-Q -P-t ty 1, Ill -I WICA1 R P` t, -1--e I -e A., IT olth r y R, -N 1,-iN --I. p,r BCSI -t-, .3. B7 ., BHO -Noe- AW y to ts G..p I- to -..- A.A --rd H -l-, IT. C.-- G,., 1- -H ,t h, - lbl, For -y dl -e- - I- -Og -y t. -1d - I,-. I _1 11SI/T P! 1. - 1., He 009, -'O . 1 ot.H-i- P.- --- tal--R, -1- --Pt.- g P- - - " -- I H, --lity - - f 1- F., i th. 1- ...1 -e -qe- A. -Tel I S -eU -y -,--ility .1 p- R- .1 -1- P., - I-- tp-1,- ITCA 1- J" 05 3 IMAX. Tor. LD. 60 PSF Brocing Group Species -d Grool- G-up "! S -P -F, H-, 43 St-dord lioup- F --ch Shull- IN-.. t3 #3 stud Group B: Do 1. rI -Ld h Souther, Pihe- EE be SPB (Str--R.tRd ll-rdh. I So. Pre - ohly lhd,,tri,t 55 o, 1,du--1 15 St--R.ted 8 ... do Group 3 i- "Y he uo'd ith these g,od- Goble Truss Detoi Notes: W,rd L..d defl-ti- -tRri- is L12,IO PI -do phft --cti- Tor 100 'if .. r ti ... U, b-irg (5 P'l I C D,. L..dl. Goldle -d ..pp.rt. 1-6 f- 4' 0' utl..- itl, 2' W -erl.hq, or 12' ply -0 .,e,h.h9 So Pi- IuCber d-ig, I.(.- b -ed .1 the ALSC J,,.,ry, 2012 ru- Att-h 'L' b ..... ith 100 M128' 30- 1,) A[I, For 11) 'L' ".0 I p o 18 _res _d A. h" -R, -e.. K>KF6, ""dU .- Ipo- ""' " " " i, 18, e hol ... ee old 6' II t- -ro, ell A, 11gth, G.bic ve,tic.l VRC 'i"' ' " No loli- L.11 tl.r I-`P 15XA 161 -ter, t1o, ", 01, but 11' 6 - the, Thor 11' 6' R , to 'o-, t.... desig, For po l,, spli- .,d heel plet- to ' ' "i"iri) D"T " For "'diti- 1 dlle-e hy thil detoil. REF ASC[7-10-GAB14030 DATE 2114112 1 11, - , A 1030ENC100PIP Mar 27 '13 iMAX. SPACING 24.0' Cable Detail Lor Let -in Verticals Goble Truss Plo to Sizes pprapn,te ITW gable detail for e sizes for vertical studs. Engle ed tru design for peak, b, and heel plot - plates overlop, use a e that c of lopped plotes to upon the web, 2X4 2xn 2xa Attocl'h each 'l' relnforcing ember with a End Driven No its IOd Co.... (0.148'x 3.'.nin) Nails at 4' oE. plus 4) 'oils in the top and bottom chords. loenailed Nails: IOd Can,., (0.148'x3'.nin) Toenails at 4' oc. plus 4) toenails in the top and botton chords. This de't oil to be used with the appropriate ITW gable detail for ASCE i'd "Su! ASCE 7-98 Goble Detail Drawings A 13015980109, A12015980109, 411015980109, A10015980109, AI2030980109, A12030980109, A11030980109, A10030980109 ASCE 7-0in2GableDetailDrawgs A13015020109, A120150201D9, A11015020109, A10015020109, A14015020109, 413030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 Gable Detoll Drawings A13015050L09, Al 2015050109, A11015050109, A100150501091 At 050109. 413030050109, 412030050109, A11030050109, A100300 ASCE 7-10 Gable Detail Drawings A11515ENC100212, A12015ENC100212, A14015EN A18015ENC100212, A20015ENC100212, 420015 A11530ENC100212, A12030ENC100212, 41403 A18030ENC100212, A20030ENC100212, 4200 ENDI 212, 0030 _01 See appropriate 7TW gable detail For , ,I, ,ni^jin n P'"ic9 T'Reinforce-rt Attochnent Detail T" Reinforcing 'T' Reinforcing Menber Menber Toe -nail - nr - End -nail To c..... ert Fro 'L' to 'T' reinforcing members, tipl y'T' in',__ by length (hosed on appropriate ITW gable detail). Maxinun --late 'T' reinforced gable verticalall length is 14' fro' 'lop to bo't'tom chord. l' reinforcing member nateriol must Hatch size, specie, and grade of the 'L' reinforcing nenber. eb Length Increase w/ "T' Broce l" Reinf. 'T' Mbr. Size Increase 21, 30 Exnnple 2x6 20 ASCE 7-10 Wind Speed = 120 mph MeorRoar Height = 30 ft, Kzt = 1.00 GobleVertical = 24'o.C. SP q'3 T" Reinforcing Menber Size = 2x4 T' Brace Increase (Fran Above) = 30% = 1.30 1) 2.4 'L' Bra -Length = 8' 7' Maxim un 'I' Re'inrorced Gable Vertical Length 1.30 x 8' 7' = I V 2' ARNwcn• READ AND POLtoW ALL NOTES ON Trus BR -1- : // - 'R IMPORTANT+• FURNISH THIS ORA, ING TO ALL CONTRACTORS INCLUBING THE INSTALLERS. pj$ /( REF LET -IN VERT hnnaling, snipping. ,ns toNing A cinTPIWA, , y ob . V ATE ' QPonceBco e g c enS v -'{I DATE 2/16/12 DRWG GBLLETIN0212illit nsa .. P P oPerr a a g g •.• / a ocCOR, pP,.`k. sea gacso L: rBaiL_/ t-1 oS' A or wetls nO.. g d n mess o me,. a elo U' o CA. pas ran n aha o Dont Be mTs. :ea • vs pWiTg CompoTienta Gtaup ll%. RererPtoetloawMgss 1604-Z for stnndartloplo fe p [tions. 4AL " ITW Bui+ding eanPon s eroao fns not ails erpansme roe v de.ia t'on rron this wo'ung, r MAX. TOT. ED 60 PSF e n n ing, i„pP,ng. 7/2013pW g pagei t g g e ins DUR FAC. ANY9nsYuZeo tY B ATTSI Mar 27 13 Earth City, MG 830x5 far° g Ps MAX, SPACING 24.0" ITBCG' v ecg.can TPI ....tpinstorg WTCA a1g; ICC v Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean 11gt, ASCO 1-10, Enclosed Blol . located anywhere in oaf, Exp C, Wind Ill_= 5.0 psf (Tin), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Idg, located onywhere in roof, Exp D, wind DI_= 5.0 psi (Win), K7t=1.0. Note Top chords of trusses supporting piggyback cop trusses nust be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diogonal bracing or any other suitable anchorage to per—nerdy restroin purlins, and lateral bracing for out of plane loads over gable ends. Moxinun truss spacing is 24' o.c. detail is not applicable if cop supports additional loads such as cupola, steeple, cl'hinney or drag strut loads. Refer to Erg --'s ,.led t cles'gn drown L— pgc bock and base t -us' spec-f-co'te Detail A Pur -lin Spacing = 24" o.c, or less Piggyho ck cop truss slant nailed to all top Chord 12 purlin bracing with (2) 161 box Halls (0.135-x3 .5) d ecuansre top chord with 2.4 43 grade scab Up to 12 (1 side only at each end) attached with c C2 ro s aF IOd box nails (0.128'x3') at 4' a 4' 2- /'4' Attach purlin bracing to the flat top chord sing (2) 16d box nails (0.135'x3.5'). The top chord p3 grade 1.4 scab Hoy be replaced lin Spacing = 4' o.c. Wax Top Chord Scab (Typical Each End) Flat top chord purlins required of both ends and at 24' Wax O.C. spocing in between. Detail B : Purlin Spacing > 24" c, c, Piggyback cop truss slant Hall(C 5- all top chord purlinbracingwF11) (2) 161 box Waits (0.135'x3.5') and secure top Chord with 2x4 F, grade scab (1 side only at each end) o ttoched with 2 rows of 1. box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord 12 usng o Tlnlnun of (2) 16d box .its (0.135'x3.5') - Up to I27 11 11 4 SR S• at o.c 1. 8 ATE OF p'pr d/ NAI N6 YMpw27/2013 Mar 27 '13 with either of the following: (1) 3%8 Trulox plo to at to ched with (8) 0.120'x].375' nails, (4) into cop TC 4 (4) into hose truss TC - (1) 28PB Me piggyback plote plated to the piggy bo ck uss TC and attached to the bo se tru55 TC with 4) 0.120'x1.375' nails. Note: Nailing thru holes of wove plate is acceptable. In addition, provide c ection with a of the following nethgds TrL ax Use 3X8 otes For 2x4 cfrul— plhord nefbe', and 3X10 Trulox plotes For 2x6 and forger chard enbers. At toeh t each FQce @ 8' o with (4) 0120'x1.375' noils into cap botton chord and (4 1 ) n bole truss top chord. T -1—x plates Hoy be 5'tagge—cl 4' O front 't0 bock Faces. APA Rated Gusset 8'x8'x7/I6' (Win) APA ted sheathing gussets ceachface) Attach e 8' with (8) 6tl c 0.113'x2') nails per gusset, (4) io cap botto on chord and (4) in base truss top chord. Gussets nay be staggered 4' O.C. Front to back faCeS. 2x4 V—ti-1 SCobS 2x4 SPF p2, Full chord depth scobs (each Face). At tock @ 8' o.c. with (6) Mal box nails per scab, (31 in capbotton chord and (3) in hose truss top chord. Scabs To be staggered 4' o.c. front to back rotes. 28PB Wove Piggyback Plate One28PB wove piggyback plate to each face Fabrication{to t'tach to su piggtyba Ctr— t'th of 4) 0.120'x1.375' nails per I- per ply. Piggyback plotes Tay be staggered 4' a.c. front to back Faces. SPACING 24,0' REF PIGGYBACK DATE 2/14/12 DRWG PB160100212 Flo't top chord p" =_ i—lep Chard Scab (Typical Each End) ChordDepth both ends, EU -1,11,- ac Note; IF purlins or sheathing ore not specified on the flat top of the se truss, purlins Host be installed at 24' o and us e Detail A. IRNIGH- READ AND FOLLOW ALL NOTES ON THIS DRAWING. IHPORTANT. FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IIII o fc BC;I SBul infl iCpngpo a dl S —11-a—In bey iPlnandnVlcAT s tt1 roc i U -11d P d P Y fang a norL'a 8 - 9 nonent ter L_J U suPelrpn ess no tetlndme vsetJoIND. cn ace ga"" s n and oBB B t DA -11. I,— App yo1p B&dMirq cpmponeak Droop I— R —, 1. d uw' ngss op-1PFar standard plo to Posi Pians. ITV Building Lanponents Group Inc. s t be responsible G any devintipn Fro. this 1,*,,, gg. e y PNSI/TPI I Nng, -ppl In d i and a s HOED s. a o[ dr engo for Pop Ns ng t ing, —P'F tMsernginee snel esign z o His resPonsib:li tcy s ely PM't us draw' g s t o Tity B -di 'g ANSI/IPI I See2e EaM Ciry, MO 6]045 I --BFartipt 's ob no- p g dtry. tITWBCG :t bcgcp PI. ...tpi g TCP{ gICC SR S• at o.c 1. 8 ATE OF p'pr d/ NAI N6 YMpw27/2013 Mar 27 '13 with either of the following: (1) 3%8 Trulox plo to at to ched with (8) 0.120'x].375' nails, (4) into cop TC 4 (4) into hose truss TC - (1) 28PB Me piggyback plote plated to the piggy bo ck uss TC and attached to the bo se tru55 TC with 4) 0.120'x1.375' nails. Note: Nailing thru holes of wove plate is acceptable. In addition, provide c ection with a of the following nethgds TrL ax Use 3X8 otes For 2x4 cfrul— plhord nefbe', and 3X10 Trulox plotes For 2x6 and forger chard enbers. At toeh t each FQce @ 8' o with (4) 0120'x1.375' noils into cap botton chord and (4 1 ) n bole truss top chord. T -1—x plates Hoy be 5'tagge—cl 4' O front 't0 bock Faces. APA Rated Gusset 8'x8'x7/I6' (Win) APA ted sheathing gussets ceachface) Attach e 8' with (8) 6tl c 0.113'x2') nails per gusset, (4) io cap botto on chord and (4) in base truss top chord. Gussets nay be staggered 4' O.C. Front to back faCeS. 2x4 V—ti-1 SCobS 2x4 SPF p2, Full chord depth scobs (each Face). At tock @ 8' o.c. with (6) Mal box nails per scab, (31 in capbotton chord and (3) in hose truss top chord. Scabs To be staggered 4' o.c. front to back rotes. 28PB Wove Piggyback Plate One28PB wove piggyback plate to each face Fabrication{to t'tach to su piggtyba Ctr— t'th of 4) 0.120'x1.375' nails per I- per ply. Piggyback plotes Tay be staggered 4' a.c. front to back Faces. SPACING 24,0' REF PIGGYBACK DATE 2/14/12 DRWG PB160100212 4Ll,U41'S &ET TRUSz&ES PER LAYOUT ANC ENr iNEERING T NA T=000`?PANY THE T FIU&S&I ;' T DELiVE>2 I' Refer to truss eneirieerine, to ve-ri all eiro?er ply c uarltities and re uireol nailing/ bo!tino pattern, 41 Fx VAULTED / DROP TOP GABLE / 54LLOON FRAME BELOW - G% TOP CHORD LIVE LOAD TOF CHORD DEAD LOAD p.5.r. BOTTOM CHORD LIVE LOAD ps.F. BOTTOM CHORD DEAD LOAD I`p.5f. TOTAL LOAD DURATION FACTOR WIND 5TANDARD WIND 5PEEC BUILDING EXP05URE Z, BUIL DING TYPE i \\ I ODD eF it . I I I III 20 I 25'-0' 1 I I I CROP TOP STR CTUAL GABLE i NOTE: FRONT G45LE 2 FLY PER ENGINEER OF RECORD LOCATION OF 2 -PLY "FY,° GABLE TO BE LOCATED BY BUILDER 643LE MAY BE PULLED FORWARD I I/2" (DUE TO 2 -PLT-) 2' i 4"1'----,i—.5— 5 i—i' 744Ia LAYOUT Pi EV!OU51-Y RELEASED 7RU55 LAYOUTS FCR THI-S PROJECT. FREE: I?i0 1I il) INEERING CK VERIFY ALL DI"(EN iON, uJALL NEiC-NT, >E>!iNC- O.OND!TIONS, NOTES, ROOF AND CE IL INCi CONDITIONS PRIOR TO CON5TRUC T ION. r.r.guv- 4,5 TYPICAL TRU5- END Cl T° G = Nue Cinft'Nl"ID Enterprise JJat Navaram Reeiclence 381 Narcissus Aire T_ P - If%25!11 I 121 GJ 7 TOP CHORD LIVE LOAD p.5.r. TOF CHORD DEAD LOAD p.5.r. BOTTOM CHORD LIVE LOAD ps.F. BOTTOM CHORD DEAD LOAD I`p.5f. TOTAL LOAD DURATION FACTOR WIND 5TANDARD WIND 5PEEC BUILDING EXP05URE Z, BUIL DING TYPE IT IS r.r.guv- 4,5 TYPICAL TRU5- END Cl T° G = Nue Cinft'Nl"ID Enterprise JJat Navaram Reeiclence 381 Narcissus Aire T_ P - If%25!11 I 121 GJ 7 CITY of SANFORD , RE Ir' BUILDING & FIRE PREVi I®iV D7EC 7 zo» t d + Ok Application No: " 5 Documented Co` struction Value: $ _ 01 FP— Job Address: Historic District: _Yes No f 7 i Parcel ID: 2- f q` D- ab D o oo ` O l e d, Zoning: Description of Work: _y%CbeAel rjL Plan Review Contact Person: 1 5 ! N t-1 Title: Phone: '2- iR.-- 6/ Fay E-taal: c Propetty owner Information h d R N A 1! Q wL, Cati n Name 1AIf nnY\(_ : Phone:• Street: s, a Resident of property? -_ City, State Zip; r i 32 7 71 F Contractor Information Vaxne1— I P',' e Phone: street: , .gZLP Fax: ity, State Zip: (A R(et", State ]C;icense No.: CCTG 01'Tl C? Architect/Engineer Information Name: KI - 4_1 9)aij&reo PLAN t C7 Phone: treet: 6 2 „ a,gf-!s. ?PT Fax: v ity, St, Zip; r E-mail: Ir. Lam^ , .,, ve R nny t1— , a, ' onding Company: `'Mortgage Lender: _ =-- ddress; '%vim : i l O_ Address: J PERMIT INFORM ION jiiding Permit , care Footage- i . g _ ^° Constructifln Hype: V _ No. of Stories: f Dwelling Units: Flood Zone: i i` ectrical.! ,. Plumbing w Service -No. of-A-M S: New Constra ction - No, of Fixtures: 3-- --: chanical O'(Duct layout required for new systems) Fire Sprinkler/Alarm 17 No. of heads: - - a i j. Application -is made 16 obtain a permit to do th installations as indicated. I certify that no! J, work hAd work lot'. mstallatio'ii has c6mmeticed prior 'to the issuance 'Vf nit' .an performedrancedthjallworkwillbeprmed t6 meet standards of All law -s' regulating construction in this jurisdiction. I understand flat. a separate permitjurisdiction. I .. I A_ must be secured for electricatwork plumbing, signs, wells, pools, t6ruaces, boilers, heAtersi tanks, and air condifloh0irs, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing'Information is accurate and that'O.tw.ork will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER; YOUR FAILURE TTO RECORD, A NOTICE 0F;COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P A NOTICE OF COMMENCEMENT: MUST BE RECORDED AND POSTED ON: THE -JOB Sift -BEFORE THE FIRST' INSPECTION. IF Y.O'U - INTEND TO, OBTAIN FINANCING, CONSULT WITH YOUR, LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM&CE'MJE`NT_'. 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 I there may bd'additional permits required from other governmental entities such as water management districts, state agencies, 1'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. The City of Sanford requires payment, of a plan review fee. A copy of the executed icontract is required in order to calculate a plan review charge. lfth6', executed contract is not submitted, we reserve iheIight to -calculate - th61 plan review '1 -fed based on. past permit activity levels. Should, calculated charges expeed, the, documented construction value when the executed contract is submitted, credit will be 'applied to Your permit fees when the permit is released. Signature ofOwner/Agent Date Print Owner/Agent's Name Signature Florida Date Owner/Agent is Personally Known to Me or Produced 11D Type of ED I APPROVALS: ZONING: ENGINEERING: COMMENTS: rev 11.08 UTILITIES: I t Signatureof Contractor/Agent Date of Notary -S Contractor/Agent Produced IID Y41 050Z06 (]a# E, 9 t AVOIS0,0 tno ki _ fINOPS ' I o wn to Me or WASTE WATER: BUILDING: CITY'OF`SANF BUILDING & FIRE PREVENTION PERMIT APPLICATION Application NO: S Documented Construction Value: $ oo Job Address; oZ ( A ( L SS S Historic District: Yes No ( Parcel ID: Zoning: Description"of Work: tv 01 Plan Review Contact Person: " Title: Phone: lo`l-- \ Fax: E-mail: So-N-- -ev , r Co Property Owner Information Name lv - jV c l;g, er•,• [1 k NC: p Phone: Street: SSM Resident of property? City, State Zip: r Contractor Information L Name'_ c" -, Acc) Phone: L\C X6 6` q C 3 Street: Fax: CF l ICity, State Zip ,1 ,0 / Z COQ/ State,License No.: 2 Architect/Engineer Information Name: Street: City, St,' Zip: Bonding Company: Address: Building Permit': 13 Square Footage: No. of Dwelling Units: Electrical Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of'Stories: Flood Zone: Plumbing - New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: i Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge., If the executed contract is not submitted, we reserve the right to calculate the plan `review fee based on past permit activity levels. Shoul& calculated charges' exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print: Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: _ COMMENTS: Rev 11.08 ENGINEERING: UTILITIES: Signature of Contractor/Agent Da Print Contractor/Agent's Name o y/o 3 / /3 BLANTON NotaryY Public - State of Florida Y My Comm. Expires Feb 25, 2015 9rFaF 1„S; Commission # EE 60182 Bended Through Nationa! Notary Assn. Contractor/Agent is Personally Known to Me o Produced ID Type of ID t_e r' - 9 f d k WASTE WATER: FIRE: BUILDING: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /2 ^ 4-y-4 Documented Construction Value: $ Job Address:2.3*4'_ A 444_ ', w'r Historic District: Yes No Parcel ID• Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name`L Phone:4700 Street: r Fax: City, State Zip: ' Or ® , . State License No.: Architect/Engineer Information Name: Phone: Street:Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS:b Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan `review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 Print Contractor/Agent's Name Signature of No 'ry-.6ef 6 Fdgrida p f 6 P i f Date ! I z + Notary Public •Mate Y My Comm. Expires Feb' F OFF off'Commission # EE """ "' Bonded Through Nationa! N,« Contractor/Agent is Personally Known to Me or Produced ID Type of ID TiLe ' S la ! / WASTE WATER: FIRE: BUILDING: f CITY OF SANFORD BUILDING I&XE-4 N P lfA OLICATION Application No, Documented Construction VIII storl Job Address,. KAI A, $SyS Parcel ID: zoning: Description of Work: 5W iso Plan Re -view Contact Person: Fax. Phone, i% Pre%rkv Owner. Information I : IDistrict: Yes No EV Title; n Name pie We- Phone: 4. R sident of pr0PertY?': AID Street: city, state Zip: L Z. 7i Contrartor. Information Phone: Name Fax: Street. City MAZ A- State License No State Architect/Engineer Information Phone: Name: Fax: Street: City, St, zip. E-mail. Bonding ComPanY: mortgage Lender: Address: Address' .%_ 7 kvil? 10 i''ov FOR MATION Building Pen No. of Stories: Square P ootag ConGiehav Type: 01 Dwelling iii=Flood Zone: Electrical'. New Service — No. of AMPS: MechanicalM<Ult layout required for new systems) Plumbing 0 New Construction - No. of Fixtures'. Fire Sprinkler/Alarm 0 No. of beads'. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wozk or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all. Taws 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 aiar, condi timers, etc. OWNER'S AFFIDAVIT: I certify that all of the .fArcgoing information is accurate and that all work will be done in compliance wit all applicable laws regulating construction and zoning. TO Y O - p op COMMENCEMENT MAYWARNINGTOOWNFHR• 'YOUR FAILURE TO RECORD; A NOTICE OF, CO ESUL'I T1 1 YOUR PAXIi f TWICE.,. 12 IMPROVEMENTS RUFERTX. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 tlus.permit,,,the. a may be additional zestrictioras applicahle to this property that may be, found in the public records of this county, aud:there7"may Be additional'pei7aits requiredfrom: other govenimental entities such as water management districts, state agenciesi 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. The City of Sanford requires payment of a plan review fee. A, copy of the executed contract is.required in orderto, calculate a pjau review charge. If the executed contract is not submitted, we reserve the right,to calculate the plan review. : fee based on past permit activity levels. Should calculated charges ekceed, the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees"when the permit is released. Signature of OwwlAgent Date Prato Owner/Agent's Name Signature Of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS:-- - -- ------ Rev 11.08 afore of Contractor/ASent Daee of N me JODI DA SILVA Notary Public State of Florida My Comm- EXPIF 14, 2018 mi t;i FP 836 1 genrfi?ersoV own to Me or o„ UTILITIES: WASTE WATER: BUILDING--_,_:iUILDING: :i 2I -- FIRE: 000 000 0000 ABB Instali 4 Ton Goodman 15 seer Heat Pump with 10 KW Heat Kit New complete platform with insulate New Copper Unes New Pro 6000 Honeywell Thermostat Seal Ducts as required New concrete pad with anchor for the condenser New supply and return plenum All new duct work New Dra€r Line New Overflow Safety Switch Total cost for install is $6900.00 08'49'1 S a, m. 01-30-2014 112 Z, ri ir u.At ANH M THIS 10AD CALC PREPARED BY MA!bb[L blIV1a Ktaivc i_rcM_etc__ CONTACT MAGGIE ENERGYGALCS.NET 386-775-0908 Job: VAT NAVARAM nr a h#so m project Summary Date: Dec 3l, 2013 Entire House By: ENERGYCALCS.NET NERGYCALCS:NET INC 287 DEL€ON ROAD, DE6ARY, FL 32713 Phan& 386-775.0909 Fax. 888-252-5496 Email: MAGGIECENERGYCALCS.NET Llcensq: RESNE... For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL 2381 NARCISSUS AVE, SANFORD, FL 32771 Off1U Notes: Btuh d@ 470F 29 0 LOS Weather: Orlando Sanford AP, FL, US 0.060 Winter Design Conditions Summer Design Conditions Outside db 42 °F Outside db 93 OF 75 OF Inside T 28 OFDesignTD DelsignTD 18 °F M Static pressure Daily range Relative humidity e50/c Load sensible heat ratio Moisture difference 38 gr/ib;. Heating Summary Sensible Cooling Equipment Load Sizing Structure 17711 Btuh Structure 25423 Btuh 7867 Btuh Ducts 5697 Btuh Central vent (0 cfm) 0 Btuh Ducts Central vent (0 cfm) 0 Btuh 0 Btuh Humidification 0 Btuh Blower Wiping Q Stuh Equipment load 23408 Btuh Use manufacturer's data 1.00Ratelswingmultiplier Equipment sensible load 33280 Btuh Infiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Structure t3612 Btuh Fireplaces Ducts 1527 Stuh Heatiln Coolin 149 Central vent (0 cfm) Equipment latent load 0 Btuh 10139 8tuh Area (ft2 1491 Volume (W) 17752 17752 Air changes/hour 0.16 0.08 Equipment total load Req. total capacity at 0.7Q 43429 Btuh SHR 4.0 ton Equiv. AVF (cfm) 47 24 Heating 1Equlpment Summary Cooling Equipment Summary Make Generic Trade Model SEER 13.0, HSPF 7.7 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 44000 Btuh d@ 470F 29 0 1400 cfm 0.060 cfm/Btuh 0.50 in H2O Make Generic Trade Cond SEER 13.0, HSPF 7.7 Coil AHRI ref Efficiency 11.6 EER, 13 SEER Sensible cooling 32900 14100 Btuh BtuhLatentcooling Total cooling 47000 Btuh Actual air flow Air flow factor 1400 0.042 cfm cfmtBtuh Static pressure 0.50 in H2O Load sensible heat ratio 0-77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 20% -Jen -03 07:03;61 Wrightsofty Rlght-Suite® Unlversel 2013 1$.0.06 RSU156$7 Page 1 C,Usems MggglelDownloads\WAT_TEMPLE_MAN_J_GDA,rup Calc MA Front Door faces: S 1HIS -LUAU [:ALC:-Y-Kl;.t'AKtu_tSlr IviHLiCAtaUVla_xtatvti ruAEg:iR_.+e4+n3•vU __ CONTACT IVIAGGIE ENEROYCALCS,NET 386-775-0908 1Alrightsoft' Manual Compliance Report Job: Date: VlIAT NAVARAM Dec 31, 2013 Btuh Entering coil DB' 76.2°F OF PI/f House 75.1°F ENERCYCALCSAF-T ENERGYCALC&NET INC 287 DEL€ON ROAD, DEBARY, FL 32793 Phone: 36&775.0908 Fax 888-2625408 Email; MAGGIECENERGYCALC&NET License: RESNE... For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL 2381 NARCISSUS AVE, SANF'ORD, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 33290 Btuh Entering coil DB' 76.2°F OFOutdoordesignWB: 75.1°F Latent gal n: 10139 Btuh Entering coil WB: 63.1 Indoor design DB: 75.0°F Total gain: 43429 Btuh Indoor RFI: 50°/0 Estimated airflow: 1400 cfm Manufacturees Performance Data at Actual Design Conditions Equipment type: Split ASHD Manufacturer: Generic Model: SEER 13.0, HSPF 7.7 Actual airflow: 1400 cfm Sensible capacity: 35000 Btuh 105% of load Latent capacity: 12000 Btuh 118% of toad Total capacity: 4700o Stuh 1081/10 of load SHR: 74% Design Conditions Outdoor design DB: 42.3°F Heat loss' 23408 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°i= Manufacturees Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Generic Model: SEER 13.0, HSPF 7.7 Actual airflow: 1400 cfm Output capacity: . 44000 Btuh 188% of load Capacity balance; 28 ° F Economic -99 OF Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output capacity: 7.0 kW 102% of load Temp. rise: 50 OF The above equipment was selected in accordance with RCCA Manual S. 2014 -Jan -03 07:03:51 wrlghtSOft" Right•SuhoO Universal 2013 13,0.06 RSU15837 Page f m C:lUsers\maggialDownloadslWAT_4EMPLE_MAN„ J_GDA-rup Calc = MJ8 pfont Door feces: S THIS_._. LOAD CALC PREPARED B.Y. NIAGGIE 51M5 l;ESNtI HA1tK _;F4557yuU CONTACT MAGGIEQaENERGY LCS.NET 3$6-775-090$ Duct System S111'1'9i1' 1aJab: WAT N vaw M wrightsoft y r Date: Dec 34, 2013 HouseHuse 6y: ENERGYGALCS.NET ENERGYCALCS.NET INC 297 DELFON ROAD, DENARY, FL 327113 Mona: 386.775-0908 Fax: 888-262-5406 Email; MAGGIEGENERGYCAWSAFT License: RESNE.,. For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL 2381 NARCISSUS AVE, SANFORD, FL 32771 Boldloaitc vatuas have been manually overridden 2014-Jan05 07:03:51 RC4t + w ojhtS0ft Rlght.Suke& Univemal 2o1313.0.06 RSU16937 Page 1 C:\Users\maggla\DownloaAslWAT_TEMPLE MAN_J_Gf3A.rup Geld = MJ8 Front iSoor {acts; S Heating Cooling Clg External static pressure 0.50 In H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply / return available pressure 0.359 10.141 In H2O 0.359 10.141 in H2O Lowest friction rate 0.186 in/100ft 0.186 in/100ft Actual airflow 1400 cfm 1400 cfm Total effective length (TEL) VIFx 25,0 269 ft s F01, MAIN -A c 5459 Boldloaitc vatuas have been manually overridden 2014-Jan05 07:03:51 RC4t + w ojhtS0ft Rlght.Suke& Univemal 2o1313.0.06 RSU16937 Page 1 C:\Users\maggla\DownloaAslWAT_TEMPLE MAN_J_Gf3A.rup Geld = MJ8 Front iSoor {acts; S Design Htg Clg Design Diem H x W Duct Actual Ftg.Egv Name Name Stub) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk MAIN C 5459 222 230 0.217 8.0 Ox 0 VIFx 25,0 140.0 st6 MAIN -A c 5459 222 230 0.223 9.0 Ox 0 V1Fx 21.0 140.0 st6 MAIN -s o 5459 222 230 0.195 8o ox 0 V€Fx 44.1 140.0 st4 MAIN -C C 5459 222 230 0.196 9.0 Ox 0 VIFx. 43.4 140.0 st4 WIWI` C 5459 222 230 0.194 9.0 Ox 0 VIFx 45.1 140.0 st4 MAIN -G C 5459 222 230 0.208 8.0 Ox 0 V1Fx 32.7 140.0 st6 Room3 h 1177 70 22 0,186 401 Ox 0 VIFx 52.7 140.0 st4 Boldloaitc vatuas have been manually overridden 2014-Jan05 07:03:51 RC4t + w ojhtS0ft Rlght.Suke& Univemal 2o1313.0.06 RSU16937 Page 1 C:\Users\maggla\DownloaAslWAT_TEMPLE MAN_J_Gf3A.rup Geld = MJ8 Front iSoor {acts; S Trunk Htg CIg Design Ve€oc Diam H x W Duct Name Type cfm) cfm) FR Own) in) in) Material Trunk st3 Peak AVF 735 711 0.186 936 izo 0 x 0 VinlFlx st1 st1 Peak AVF 735 711 0.186 936 12..0 0 x 0 0 VinIFIx VinlFlx st2 st5 Peak AVF 665 689 0.208 877 i2.0 0 x st2 Peak AVF 665 689 0.208 877 Izo 0 x 0 VinlFlx st4 Peak AVF 735 711 0.186 936 12.0 0 x 0 0 ViniFix VinlFlx st3 sty st6 Beak AVF 665 689 0.208 877 12.0 0 x Boldloaitc vatuas have been manually overridden 2014-Jan05 07:03:51 RC4t + w ojhtS0ft Rlght.Suke& Univemal 2o1313.0.06 RSU16937 Page 1 C:\Users\maggla\DownloaAslWAT_TEMPLE MAN_J_Gf3A.rup Geld = MJ8 Front iSoor {acts; S 1.H15_Lt]AL3_[:ALG_E'Itl }'AtttU BY MAUUIL WIVINEr5Nr1.KA1tK-4T4!)5/!JW. CONTACT MIAGCiE ENERGYCALCS.NET 386-775-0908 9otC/ltellc values nava been manuarry ovorRaaon i iiliri6 htSOfC 2014-Jasa0307,03:51 2„_ Right -Suite® Universal 2013 13,0,08 RSU15637 Page 2 OC—Ck C:lUaeralmagglelDownloadslWAT_TEMPLE_MAN_J_GPA.rup Calc - MJS Front Door faces: S e i!! _ g Design— D' _ x 1111 _ Moil. . Name Size (in) cfm) cfm) ft) FR fpm) in) in) ening (in) Mati Trunk rb3 0x 0 514 482 76.0 0.186 480 94.0 Ox 0 VIFx rb4 Ox 0 886 918 34.5 0.410 859 74.0 Ox 0 VIFx 9otC/ltellc values nava been manuarry ovorRaaon i iiliri6 htSOfC 2014-Jasa0307,03:51 2„_ Right -Suite® Universal 2013 13,0,08 RSU15637 Page 2 OC—Ck C:lUaeralmagglelDownloadslWAT_TEMPLE_MAN_J_GPA.rup Calc - MJS Front Door faces: S e Inia-.Lut V_LAL$-rKrrAKCu.l71_lV1AUUIC II.Nla KC'JdMSI_KHIerc_+i5u___.... FM FM-40 sL nn —r llG. g Y FFLOM CLI, _ fn,14-.%N -- ( n"1 W 2 9 E THIS LOAD-CALC PREPARED-BY-MAGGfE-SIMS RESNET-RATER #4557.900 CONTACT MAGGIE@ENERGYCALCS.NET 386-775-0908 Job: WATNAvARAM wrightsoft. Building An-alys is Date: Doc 31, 2013 lrltir@ HouseBy: ENERgYCALCS,NET ENERGYCALCS.NET INC 267 DELEON ROAD, DEAARY, FL 5271$ Phone: 369.775-0908 Fax: 339-2625406 Bmeli: MAGGIMENERGYCALCS,NET License: RESNE... e For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL Btuh of load 2381 NARCISSUS AVE, SANFOR.D, FL 32-RI 4.0 7441 31.8 Glazing 18.6 Location: Indoor: Orlando Sanford AP, FL, US Indoor temperatureg(OF) Heating Cooling t8 Elevation: ft Relative humidity (%) 28 50 50 Latitude: 29°N Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1 Dry. bulb °F Daily range°F) 42 93 infiltration: 17 (M) Method Simplified Wet bulb 75 Construction quality Tight Wind speed (mph) 15.0. 7.5 Fireplaces 0 24.3 ELF R Component Btuhlft2 Btuh of load Walls 4.0 7441 31.8 Glazing 18.6 1670 7.1 Doors 16.6 1047 4.5 Ceilings Floors 30. 9 2 1338 4775 20.4 Infiltration 0.7 1439 6.1 Ducts 5697 24.3 Piping00 0Humidification Total 0 0Ventilation Adjustments Total 0 23408 100.0 Component Btuh/ft2 Btuh o% of load Walls 2.8 5292 15.9 Glazing 68.5 6167 18.5 Doors 18.5 1168 3.5 Ceilings 1.8 2628 7.9 Floors 0 0,2 01.4Infiltration Ducts 23. 67 6 Ventilation 0 1970029.1Internalgains 0Slower Adjustments 0 33290 100.0Total Latent Cooling Load = 10139 Btuh Overall U -value = 0.118 Btuh/ft:-°F Data entries Checked. 2014 -Jen -03 07:03'51 i wrilghtsoft- RIght-Suitea Universal 2013 13,0.06 RSU15937 Page 1 C:\UasmIMIgglelD°wnloads\WAT TEMPLE MAN_J GOA.rup Laic = MJS Front Door faces: S L THIS-LOQ D-CALC-PIZEP-ARED-BY-M,AGGIE_SIMS RESNET_RATER ;T45b-Pluu CONTACT MAGGIE ENERGYCAI.CS.NET 386-77s-0908 Job: wAT NAVARAM 0ES® m Project Summary Date: Dec 31, 2013 1i 1'@4 g ,Entire House By: ENERGYCALCS.NET ENERGYCALCS.NET INC 297 DEL€ON ROAD, DF- ARY, FL 32713 Phone: 386475-M Fex 688-262-5406 Email: MAGGIECENEROYCALCS.NET Llcemq: RESNE.., For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL 2381 NARCISSUS AVE, SANFORD, FL 32771 PERMIT # I2 _ 5SGl Notes: ME - MIR Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF 28 °F Design TD 18 OF Design TD Daily range M o Relative humidity 50 /o Moisture difference 38 gr/!b Heating Summary Structure 17711 Ducts 5697 Central vent (0 cfm) 0 Humidification 0 Piping 0 Equipment load 23408 Infiltration Method Construction quality Fireplaces Sensible Cooling Equipment Load Sizing Btuh Structure 25423 Btuh Stuh Ducts 7867 Btuh Btuh Central vent (0 cfm) 0 Btuh Btuh Blower 0 Btuh Btuh Cond SEER 13.0, HSPF 7.7 Air flow factor 0.042 Btuh Use manufacturer's data y in H2O Load sensible heat ratio 0-77 Ratelswing multiplier Equipment sensible load 1-00 33290 Btuh Simplified Tight Make Generic Trade Model SEER 13.0, HSPF 7.7 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 44000 Heating Cooling 1491Area (W) 149't Volume (ft') Air changes/hour 17752 17752 0.16 0.08 Equiv. AVF (cfm) 47 24 Heating Equipment Summary Make Generic Trade Model SEER 13.0, HSPF 7.7 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 44000 Btuh @ 47°F 29 OF 1400 cfm 0.060 cf"Btuh 0.50 in H2O Latent Cooling Equipment Load Siring Structure 8612 Btuh Ducts 1527 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 10139 5tuh Equipment total load 43429 Btuh Req. total capacity at 0.70 SHR 4.0 ton Cooling Equipment Summary Make Generic Btuh Trade 1400 Cond SEER 13.0, HSPF 7.7 Air flow factor Coll AHRI ref Efficiency 11.6 EER, 13 SEER Sensible cooling 32900 14100 Stuh BtuhLatentcooling Total cooling 47000 Btuh Actual air flow 1400 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0-77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014 -Jan -W 07:03:51 wrilghtsoW Right -Suite® UNversel 2013 1$.0.06 RSU156$7 Page 1 JM C;\Users\maggle\Downloads\WAT_TEMPLFMAN_J_ODA.rup Calc = MJ5 Front Door feces: 3 L__ F TMIS-LOAD-CALL-P-REP-ABED__BY_MAGGIE_SIMS_RESNET_RATER #45579UU CONTACT MAGGIE ENERGYCALC5.NET 385-775-0908 Manual S Compliance Report Job: WAT NAVAl2AM 4 Date: Dec 31, 2413pW'1 1 5®$ , Entire House By: EN>rROYCALC&NEr CERTIFIED CLIMATE CONTROL ENERGYCALCS.NET INC 267 DELEON ROAD, DEBARY, FI, 32713 Phone: 3W77&0908 Fax, 889-26254.06 Email: MAGGIE®ENERGYGALCS,NET Licanae: RESNE... For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL 2381 NARCISSUS AVE, SANFORD, FL 32771 COO - r 1mgqulprn rit Design Outdoor design DB: 93.OTF Sensible gain: 33290 Stuh Outdoor design WB: 75.1'F Latent gain: 10139 Btuh Indoor design DB: 75.0'17 Total gain: 43429 Btuh Indoor RK 50e/p Estimated airflow: 1400 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHD Manufacturer. Generic Actual airflow: 1400 cfm Sensible capacity: 35000 Btuh Latent capacity: 12000 Btuh Total capacity: 47000 Stuh Design Conditions Outdoor design D13: 42,3°i= Indoor design DB: 70.0'F Model: SEER 13.0, HSPF 7.7 105% of load 118% of load 108% of load SHR: 74% Heat loss: 23408 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Generic Model: SEER 13.0, HSPF 7.7 Actual airflow: 1400 cfm Output capacity: 44000 Btuh 188% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output capacity: 7.0 kW 102% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 76.2'F Entering coil WB: 63.1'F Entering coil DB: 69.60F Capacity balance: 28 OF Economic balance: -99 OF 2014 -Jan -03 07:03:51 wrlghtsOW RI9M•S1Ue8 universal 2013 13,0.06 RSU15037 Page t C:\Users\maggle\Downloads\WAT_TEMPLE_MAN„ J_GOA-ruP Calc = MJ8 Front Door faces; S IE_SIMS_RESNET_RATER_94<5579UU--- f, CONTACT MAGCIE@ENERGYCALCS-NET 386-775-0908 Duct System Summa Jab: Doc 1, 2013 M g - V1/ll`ightso Date: EN G zona Entire House By. EftGYCAlwCS• NFTCERTIFIEDCLIMATE (;QNTKOL ENERGY0A.LC3.NE'T iNC 267 DELEON ROAD, DEBARY, FL 32713 Phan: 386.775.0908 Fax: 886-262-5406 Emati: MAGGIE®ENERGYCALC3.NET License: RESNE... NIFIRi For: WAT NAVARAM, CERTIFIED CLIMATE CONTROL 2381 NARCISSUS AVE, SANFORD, FL 32771 Bold/folic valu" have been manually overridden 2014 -Jae -05 01:03:51 WrightSQft Right -$Ute® UnlvefEal 2013 13.0.06 RSU16W7 Page i C:\UserslmeggialDownloadsIWAT__TEMPLE_MAN—J_GDA.rvp Cela = MJ8 Front Door feces: S Heating Cooling External static pressure 0.50 In H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply / return available pressure 0-35910,141 In H2O 0.359 / 0.141 in H2O Lowest friction rate 0.186 in/'IOOf# 0.186 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length (TFL) 269 ft Design Htg Cig Design Diem H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk MAIN a 5459 222 230 0.217 8.0 Ox 0 VIFx 25.0 140.0 8t6 MAIN -Aa 5459 222 230 0.223 9.0 Ox 0 VIFx 21,0 140.0 st6 MAIN -s c 5459 222 230 0.195 8.0 Ox 0 VIFx 44.1 140.0 st4 MAIN -c c 5459 222 230 0.196 9.0 Ox 0 ViFx 43.4 1400.0 st4 MAIN -F c $459 222 230 0.194 9.0 0x 0 VIFx 45.1 140.0 st4 MAIN -G c 5459 222 230 0.208 8.0 Ox 0 VIFx 32.7 140.0 st6 zooms h 1177 70 22 0.186 4.0 Ox 0 VIFX 1 52.7 140.0 st4 w. qEff.,SMO Rid Trunk Htg Cig Design Veloc Diam H x W Duct Name . Type (cfm) (cfm) FR (fpm) in) in) Material Trunk st3 Peak AVF 735 711 0.186 936 12.0 0 x 0 VinlFlx SO SO Peak AVF 735 711 0.186 936 12,0 0 x 0 VinIFIx sty Peak AVF 665 689 0.208 877 12.0 0 x 0 VinIFIx st2 st2 Peak AVF 665 689 0.208 877 1.2.0 0 x 0 ViniFix st4 Peak AVF 735 711 0.186 936 12.0 0 x 0 VinIFIx st3 st6 Peak AVF 665 689 0.208 877 12.0 0 x 0 VinIFIx sty Bold/folic valu" have been manually overridden 2014 -Jae -05 01:03:51 WrightSQft Right -$Ute® UnlvefEal 2013 13.0.06 RSU16W7 Page i C:\UserslmeggialDownloadsIWAT__TEMPLE_MAN—J_GDA.rvp Cela = MJ8 Front Door feces: S IS_LOAD_CALC_P_REP_ARED_BY_MAGGIE_SIMS_RESNET_RATER_#f_4557900 aolUlftef/c values have been manually ovorYiddon 2014) m-03 07:03:61 wriglhtsoft° Right -Suite® Universal 2013 13,0,00 RSUIS657 Page 2 Ar-(;* c-\uaeralmagglelDownloadslWAT TEMPLE_MAN J_GAA.rup Calc - MJ8 Front Door faces: 6 ll Htg cig TFI Design— Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb3 Ox 0 514 482 76,0 0,186 480 14.0 Ox 0 VIFx rb1 Ox 0 886 918 34.5 0.410 859 14.0 Ox 0 VIFx aolUlftef/c values have been manually ovorYiddon 2014) m-03 07:03:61 wriglhtsoft° Right -Suite® Universal 2013 13,0,00 RSUIS657 Page 2 Ar-(;* c-\uaeralmagglelDownloadslWAT TEMPLE_MAN J_GAA.rup Calc - MJ8 Front Door faces: 6 THIS -LOAD -CALC_PREPAREDBY-MAGGIE_SIMS_R..£SR£'T_RATER 4455.T40 I r i Level 1 N 14",4.5ft 20 x20 _ - 918 cfm2 , 4.0 I 10 x 10 1230cfrn 12 ", 3.0 ft i 10x10 8 9.0 ft `9 5.0 f30 cfm 1 „ 1 0 ft 16,6 ft 12 ", 13.5 ft 10x10 10x10 230 cfm • MAIN 230d 14' 46.0 ft 8 „ 10.6 ft 12 5.0 ft 9 ", 11.7 ft .. 9",9.9ft 10 x 10 230 cfm 10x10 4 19.2 ft 230 cf rtl Room3 " 2 x 20 Ox105 4cfm 0 cfm Job -#_WAT NAVARAM--_- --- --- -- Scale: 1 : 78 CERTIFIEU CLIMATE CONTROL---- — -- — - - - Performed by ENERGY CALCS.NET for. Pagel WAT NAVARAM ENERGYCALCS-NET INC 267 DELEON ROAD RigN-50#0 UniW64 413 2381 NARCISSUSAVE DEBARY,FL32713 13.0.06R6U15637 SANFORD, FL 32771 Phone: 386-775-0908 Fax 888 -262 - 54062014 -Jan -0307.06.43 MAGGIECia ENERGYCALCS.NET .-, wn eeds=AT TEMP] E_MAN ,IGA,.. 1280 PRINCE CT. LAKE MARY FL 32746 TEL 407-383-6163 Hdinhl@cfl.rr.com January 10, 2012 To: City of Sanford Building Department/ Plan review 5 Ref.: Residence at 238-t Narcissus, Sanford 32771. Permit application number #12-554 Dear. Sir and Madame, The following responses were prepared to address plan review comment of Jan 5/12 Building 1. Exterior door Florida Product Approval FL4904-6-R4 is attached 2. Duct size and plumbing riser is added to MEP drawing, see attachment Ax -'?t k CN- Hue Dinh HMD Florida Building Code Online Page 1 of 4 x it I) 7 Flec)ilrei-c ,. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Search Businescs)I -, Professional Product Approval USER: Public User Regulation Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL4904-RO Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E1300 1998 ASTM E1300 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ Pi Product Approval Method Method 1 Option A http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISc... 4/16/2013 e Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 07/25/2005 09/27/2005 08/14/2005 10/06/2005 08/02/2007 Page 2 of 4 Summary of Products---- ------------------------ FL # IlModel, Number or Name Description 4904.1 11DoorWood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Single Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- PTID 4904 I Install 68 WE Glazed.ocif Other: Evaluated for use in locations adhering to the PTID 4904 I Install 68 WE Ooaoue.Ddf Florida Building Code including the High Velocity PTID 4904 I Install 80 WE Glazed.ndf Hurricane Zone, and where pressure requirements as PTID 4904 I Install 80 WE Opaque.pdf determined by ASCE 7, Minimum Design Loads for Verified By: Buildings and Other Structures, does not exceed the Created by Independent Third Party: design pressures listed. 3'-0" x 6'-8" max nominal size. Evaluation Reports Max DP = +/- 76.0. When large missile impact resistance Created by Independent Third Party: is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO128-05 for additional information. 4904.2 Wood -edge Steel Side -Hinged 8'-0" Opaque I/S and O/S Single Door Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.3 Wood -edge Steel Side -Hinged 6-8'` Opaque I/S and O/S Door w/ or w/o Sidelites Door Units j Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0: When large missile impact resistance is required, hurricane protective system is NOT required opaque panels, but is required on glazed panels. Seeon installation drawing DWG-MA-FLO128-05 for additional information, 4904.4 ][Woocl-edge Steel Side Hinged 8' 0" Opaque I/S Door w/ or w/o Sidelites Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: j Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: determined by ASCE 7, Minimum Design Loads for http://www. floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgtelulwHNbbISc... 4/16/2013 Florida Building Code Online Page 3 of 4 Buildings and Other Structures, does not exceed the i design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane protective system is j NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0129- j 05 for additional information. 4904.5 Wood -edge Steel Side -Hinged 8'-0" Opaque O/S w/ or w/o Sidelites Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions ! j Design Pressure: +/ Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: j determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact j resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0129- 05 For additional information. 4904.6 Wood -edge Steel Side -Hinged 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Door Units j Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date j Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the j design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO130-05 for additional information. 14904.7 Wood -edge Steel Side -Hinged 8'-0" Glazed I/S Door w/ or w/o Sidelites Door Units Limits of Use (See Other) Certification Agency Certificate j Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions j Design Pressure: +/- Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: j Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +40.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. 4904.8 ::]Wood edge Steel Side-Hinged8' 0" Glazed O/S Door w/ or w/o Sidelites Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: Evaluated for use in locations adhering to the Created by Independent Third Party: Florida Building Code including the High Velocity Evaluation Reports Hurricane Zone, and where pressure requirements as Created by Independent Third Party: determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -40.0. When large missile impact resistance is required, hurricane protective system is http://www. floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISe... 4/16/2013 Florida Building Code Online Page 4 of 4 i I I required. See installation drawing DWG-MA-FLO131-05 IILf., additional information. Jl_ Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be. made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: c re Cr, 1 a AN _ .. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 4/16/2013 i SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVA TED 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 PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES 3 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EN 4 PLASTICS TESTING OF LITE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 INMIN SMOKE DENSITY ASTM 02643 69.65 TENSILE STRENGTH- ASTM D638 -7.48% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE INSWING UNIT W/SIDELITES i JRaf[•r DOUBLE DOOR UNIT W/SIDELITES 149" MAX OVERALL FRAME IIDiH 21- MAX 36375" MAX. D.L.O. PANEL WIDTH 17.5' MAX. W/ASTRAGAL FRAME WIDTH WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE F; O O CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING SHEET DESCRIPTION d 7.5 76.0 DOUBLE INSWING UNIT W/SIDELITES i JRaf[•r DOUBLE DOOR UNIT W/SIDELITES e WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING SHEET DESCRIPTION X 7.5 76.0 76.0 +76.0 76-.0 19.0 -i9.0 I TYPICAL ELEVATIONS & GENERAL. NOTES XX 74 55.0 5.0 +55.0 55.0 79.0 -t9.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS. OX or XO 75 55.0 55.0 +55.0 55.0 19.0 -19.0 +55.0 -55.0 ANCHORING LOCATIONS & DETAILS OXO 112.5 55.0 55.0 +55.0 55.0 19.0 -19.0 +55.0 -55.0 OXXO t49 55.0 55.0 +55.0 55.0 19.0 -19.0 1 +55.0 -55.0 e 3" SEE DETAI G. A 1 3" 6' 6' w NSEE DETAIL D" 0 o SEE DETAII c. 0 G I I_ 8 x 2-1/2" # 10 x 2" #8 x 2-1/2'" JJ70 x 3/4" 8 x 2-1/2" //10 x 1-1/4" O #10 x 3/4" j/10 x 3/4" J/10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL 'b" STRIKE PLATE TO FRAME AS SHOWN. mAftfAnID U1 0.962"I 1,375- flB— INSWING THRESHOLD OUTSWING THRESHOLD ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL Dow 995 OR EOwE 3' PRS Dow 995OREOUAL Fx<E3fOB TYPICAL GLAZING DETAIL c O N Z N O IcLlw z LLJ F- ZE Dc U 1scuE. N.T.S. I SEE DETAIL C' SIT. 2 A 6' 3" 3- L 3 - 3 I w a SEE DETAIL D" SIT 2 c 0 I I I I I 6' 6" I I IT I 0 I II II I II I a o 1 3 -1-11 11- 3. I 3+H - ATTACHMENT 3' 6' 6' ATTACHMENT DETAIL KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED SIGNED AND SEALED BY HAROLD E. RUPP, PE AT 5-1/2" CENTERLINE. FLORIDA #15935) WITH THE LOWEST (LEAST) 4" X 4" FULL MORTISE BUTT HINGES FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16' TAPCONS. A PHYSICAL 150SHIMMUSTBEPLACEDINSHIMSPACEATEACHANCHORMIN LOCATION. 0.25' MaxISHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. L:—__.- -. — . _.._. HARnWARF SCY.Fnm F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES E OO N00 Z ck, N O W U uj 2 pOO O^= U BECHT®L ENGINEERINGREPORT IN-PLACEANDTEST/NG, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS DENSITY ESULTSPHONENSITATEyTRESULTSPHONE (386),734-8444 FAX (386) 734-841 4K''F • R f JK' Y 5 k % t rt :. vy '. i % I i y, h 2 P ROJ ECTv ,. s!AN!lEtLO'CA'ii4N .; fi. MR. HUE DINH wwe1; a HMD ENTERPRISES, INC. SjQ385NARCISSUSAVENUE 1280 PRINCE COURT SANFORD-FLORIDA---.•-,- tet LAKE MARY, FL. 32746 BET PROJECT No. 93079 PROGRESS REPORT No. 1 fUTA,TERlAL,T STEb;° _ . `'' u X , : , F ,CC3MPACTION_ REQUIREi ENTS' s WALL BACKFILL AND SLAB SUBGRADE SOILS MODIFIED PROCTOR ASTM D-1557 STANDARD PROCTOR (ASTM D-698) DATE PROCTOR MAX. DRY OPTIMUM TESTED NUMBER SOIL DESCRIPTION oENsIrY MOISTURE 415!13 MP 1 BROWN SLIGHTLY CLAYEY FINE SAND WITH TRACE ROCK. 1 T2.3 11.5 tl%#''""I YS 'C'- Jj%% 71."$' !'3 'k- yN .. a;''3 ''.,1 ?,.,4 w4',. din s( u. •, G. n , AiY'a &X:trJSndg. tY i' Xf7 k IN LYMIL.* k./°* Ppe, bQ W• [Y.:,3:A.'^E.x^ n„f"'Lh ,.x. ` 5! rj.K`f ;:, :. xH+L Y43 411.:.. CPia. dia PFr) r'' l# i ih.N, Y,5 1. 1, r .. rc«;:Pl%k Z'..e.D. xv „, F.; , TK .'7r .J.. t3 ', ,.5.`•. .... r. ..... aat M.re+ }:FHp..., '... ... ., #.. F1. d..y ! Si r ,,i J S y., :, DATE TEST PROCTOR FIELD FIELD PERCENT RELATIVE Test Meets TESTED NUMBER LOCATION OF TEST NUMBER MOISTURE DENSITY COMPAC- TEST Compaction Requirements TION ELEVATION YES NO WALL BACKFILL SOILS 4/4/13 1 AT 1.5'S. & 10' E. OF N.W. CORNER MP 1 9.5 109.3 97.3 2+3 X 2 8.9 110.3 98.2 1+2 X 3 9.2 110.9 98.8 0+1 X 4 AT 12'N. & 2.0'W. OF S.E. CORNER 9.8 110.1 98.0 12+3 X 5 9.2 111.0 98.8 1+2 X 6 9.6 111.3 99.1 0+1 X SLAB SUBGRADE SOILS 4/4/13 7 AT 15'S. & 20'W. OF N.E. CORNER MP 1 9.5 109.8 97.8 0-1 X 8 AT 15'N. & 30' W. OF S.E. CORNER 9.6 109.6 97.6 0-11 X RELATIVE TEST ELEVATION REFERENCED IN FEET; FROM TOP OF WALL FOOTING (TESTS 1 -6), OR FROM BOTTOM OF SLAB (TESTS 7 & 8). NOTE: BECHTOL ENGINEERING AND TESTING, INC. 2 cc: CLIENT 605 West New York Avenue 1 cc: via email, at huedinh1986@gmail:com DeLand, Florida 32720 . Certificate of Authorization No. 5492 Thomas Bechtol, P.E. DATE: 04/05/13 SHEET No.: 1 OF 1FloridaLicenseNo. 38538 BETIPDTB COUNTY OF SEMINOLEi NOTE** PERSONS IMPACT FEE STATEMENTv ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES CD STATEMENT NUMBER: 12100007 DATE: December 12, 012 BUILDING APPLICATION #: 12-10000793 MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, BUILDING PERMIT NUMBER: 12-10000793 FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD La UNIT ADDRESS: NARCISSUS AVE, 2385 22 -19 -30 SAD -0000-0180 0 TRAFFIC ZONE:022 JURISDICTION: PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE yNi SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: WAT NAVARAM BUDDHIST TEMPLE ADDRESS: 2381 NARCISSUS AVE SANFORD FL 32771 LAND USE: SFR TO THE TEMPLE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2385 NARCISSUS AVE. / SF RESIEDENCE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS CO -WIDE ORD 1.000 dwl unit 54.00 Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT , 1\ r pRECEIVEDBY: f l _.L) r,%) (j SIGNATURE: PLEASE PRINT NAME) iDATE: 1 T NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR a DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. m L.. i CI'I`'Y Cil' 3AMt'4.0 u BUILDING &FIRE PREV.Etd' lON , PERiUIit APPLICATION DEC 2 7 2011 10 j Application No: d 5 - Documented --Construction Value: $ lrs77 - job Address: 2SSI Historic District: Yes Ne j Parcel 1D:'2 2- f q- 5 a- fA -- d 0 0 y -- O l e d Zoning: Description of Worrk; Plan Review Contact Person: 4-t o. Title: U iPhone;[ b?-. 6 Fag: N E-mail: Property Owner Information ml! U Ct %/ARAN N ,• (- , Phone: Resident of property? at State Zip:C 2 ? 7 Contractor Information Tame QED_ A -Qti" chi _'3ti e Phone: U5? treet• Fax: ity, State Zip: [ I lAState License No.: CCTGadd-? Architect/Engineer Information Jame: C---—-f1C PUm_ t'bone:iP WO 1Z) reef:Fax: S4 w 0 i4 4 PA fLtti.e OU f -- —20 )e-- r ity, St, Zip: r' nn tti, F- S nAiE-mail: r L_i~, . a''-„'6-i'n' C( 3nding Company: ' dress: tilding Permit EX Mortgage Lender: Address: PERMIT INFORMATION care Footage: Construction Type: _ No. of Stories: of Dwelling Units: - ( Flood Zone: ctrical I w Service — No. of AMPS: a chanieal . *Duct layout required for new systems) Plumbing F1 New Construction - No. of Fixtures; — Fire Sprinkler/Alarm [] No. of hea J MIAMI-1®E '' MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F(786)M-2599 NOVICE OF ACCEPTANCE (NOA) www.miamidade.govtbtiildine/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -200" Aluminum Single Dung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation," sheets l through 8 of 8, dated 05/11/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively, affecting the performance of this product. VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. r x NT Yy NOA No. 11-0614.01MIAMhDADECOU "-. e e Expiration Date: September 01, 2016 Approval Date: September 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH -200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens I thru 26, dated 03/28/11,'signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 06/08/11 prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 06/08/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/08/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 10--1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. None. E-1 Manuel Per) 4.01 E. Product Control E aer NOA No. 11- Expiration Date: September 01, 2016 Approval Date: September 01, 2011 lE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY rvy Arv",nuna ALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE REQUIRED IN 51 PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. FLANGE FRAME HEAD OD AS. PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN A kLLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED A 71 BU+ J HEI( CTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS 8" MAX. FROM - RLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTER OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING HALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF RAIL 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL V ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING ILLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 8" MAX. FROM CATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF RRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE MEETING MPOSED ON THEM BY THE WINDOW. RAIL TURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME 9" MAX. LEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF OR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. rHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ION RESISTANCE. 0 ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS -2005 IMINUM DESIGN MANUAL. S FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR NS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. WIDTH ---I 49-1/8" VISIBLE LIGHT 9" MAX. B I r I B NO ANCHORS REQUIRED IN FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING 35-1/2" NOT RATED FOR IMPACT RESISTANCE VISIBLE77/i 21 -'LIGHT MAX. O.C. Lj LI I A 71 BU+ J HEI( 23„ MAX. O.C. I B NO ANCHORS REQUIRED IN FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE O •'GENSS•'' 'A : lyo, 55705 Lo 78" TIP -TO TIP HEIGHT K IHT 40Ar:bp_w_="_wm tim-01AN Filrice-Till VISIBL 3" MAX. - C L._ .___._._. 6" MAX. O.C. l jL' l- 3" MAX. - TYP. INTEGRAL FI TESTI GUIDE TO SHEETS; GENERAL NOTES ............. ELEVATIONS ..................... DESIGN PRESSURES....... INSTALLATION, FLANGE.. R INSTALLATION, INTEGRAI ANCHOR QUANTITIES...... GLAZING DETAILS ............ CORNER ASSEMBLY........ EXTRUSION PROFILES.... PARTS LIST ........................ Ravlalon: By: I Dote: I RevJston. Desoriptron: GENERAL NOTES & ELE 5.0 1 -90.0 55.01 -90.0 55.01 90.0 55.01 -90.0 55.0 ! -90.0 55.0 I 90.0 55.0 90.0 55.01 -90.0 55.01, -90.0 55.01 75.2 55,01 65.5 55.01, -57.3 50.2, 50.2 44.8 44.8 39.9 39.9 0 -90.0 55.0' -90.0 55A' 84.2 55.0 74.5 55.0' 66.5 55.0 61.0 55.0' 57.7 55.0 55.0 5.0 -90.0 55.0 1 -90.0 55.0 1 75.2 55.0 65.5 55.01 -57.3 50.2 1 40.2 44.8 ' 44.8 39:9 ' -39.9 i.o I -90.0 55.01 -87.1 55.01 73.4 55.0 I 63.8 55.01 -56.8 50.0 50.0 44.8 I 44.8 40.0 I 40.0 i.01 -90.0 55.01 -90.0 55.01 78.7 55.01 68.0 55.0 58.5 51.1 -51.1 45.9 45.9 41.31 41.3 90.0 55.0 , -90.0 55.0 82.7 55.0 72.6 55.0 63.5 55.0 57.9 54.20 54.2 51.5 , 51,5 W ' -90.0 55.0 ' -87.1 55.01 -73.4 55.0 ' 63.8 55.0 ' 56.8 50.0 ' 50.0 44.8 ' 44.8 40.0 ' 40.0 0 1 -81.5 i.0 1 -90.0 90.0 55.01 -72.3 55.0,1 -87.9 55.0 r -90.0 55.01 -61.3 55.0,1 -74.0 55.0 , -78.8 55.0 55.0 I 55.0 55.3 64.3 418.1 50.51 -50.5 55,01 -56.9 55.0, -58.5 45,81 50.1 1 51.1 45.8 50.1 51.1 42.01 44.8 ( 46.0, 42.0 44.8 46.0 38.71 40.0 I 41.4 38.7 40.0 41.4 0' -81.5 55.0 -72.3 55.0 61.3 55.0' -55.3 50.5 50.5 45.8 45.8 42.0 42.0 38.7 -38.7 iW -71.6 r.0 I -90.0 55.01 -62.8 55.01 -82.5 55.01 -55.4 55,01 -69.5 50.31 -50.3 55.0 -61.6 45.91 55.0 1 45.9 55.4 41.71 49-31 41.7 49.3 38.91 44.6 I 38.9 44.6 36.21 40.0 36.2 40.0 i.0 -90.0 55.01 -90.0 55,0 76.4 55.0 , 66.5 55.01 -57.8 50.41 50.4 45.01 45.0 40.1 1 40.1 0 -71.6 55.0 -62.8 55.0 55.4 50.3 50.3 45.9 45.9 41.71 41.7 38,91,-38.9 36.2 1 36.2 W 1 -67.8 55.0 ' -59.9 53.3 ' 53.3 48.5 ' 48.5 44.1 ' 44.1 40.2 ' 40.2 37.6 ' 37.6 34.81 34.8 i.01 -89.6 55.01 -80.3 55.01 67.7 55.01 60.6 54.21 54.2 49.01 49.0 44.21 44.2 40.0 40.0 i.01 -90.0 55,01 -90.0 55.01 75.4 55.01 65.7 55.01 57.41 50.31 50.3 44.91 44.9 39.91 -39.9 i.0 -67,8 55.0 -59.9 53.31 53.3 48.5, 48.5 44.1 , 44.1 40,2 , 40.2 37.6 37.6 34.8 , 34.8 i.0 -56.0 43.8 -43.8 41.9' 41.9 39.1' -39.1 36.01 36.0 32.6 32,6 30.0' 30.0 27.6' 27.6 i.0 -75.0 55.01 -66.0 55.01 57.4 51.9 ' -51.9 47.4 ' 47.4 43.21 43.2 39.91 39.9 37.31 37.3 LO I -87.9 55.01 -75.8 55.01 66.$ 55,0 59.7 53.5 53.5 48.71 48.7 43.91 43.9 39.9 39.9 i.0 -67.8 55.01 -59.9 53.3,1 53.3 48,5 1 48.5 44.1 1 44.1 40.2 , 40.2 37.61 37.6 34,81 34.8 7 , -54.7 J-72.0 41.2 i -41.2 55.0 ' -63.2 40.31 55.0 ' 40.3 55.7 37.8 50.5 ' 37.8 50.5 34.6, 46.1 ' 34.6 46.1 31.31 41.9 ' 31.3 41.9 28.91 39.0!j' 28.9 39.0 26.5 r 36.3 ' 26.5 36.3 0 -83.9 55.01 -71.7 55.01 64.8 55.01 58.2 52.4 52.4 47.91 47.9 43.3'1 43.3 39.71 39.7 i.01 -67.8 55.0 -59.9 53.31 -53.3 48,51 48.5 44,1 A 44.1 40.21 40,2 37.6 37.6 34.81 34.8 3, -53.3 J-61.0 39.71 -39.7 52.0 ' -52.0 39.11 48.2 39.1 48.2 36.7 , -36.7 44.0 -44.0 33.4 r 40.1 ' 33.4 40.1 30.3 , 37.0 ' 30.3 37.0 28.0 , 34.1 ' 28.0 34.1 25.8, 31.4 25.8 31.4 0.0 -68.3 55.01 -56.3 52.1 1 -52.1 51.5 ' 51.5 47.01 47.0 42.71 42.7 39.61 39.6 37.01 37.0 0.0 -67.8 55.0 -56.3 52.11 52.1 48.51 48.5 44.1 1 44.1 40.21 40.2 37.6 37.6 34,81 34.8 3 , -53.3 58.3 39.7 , -39.7 4$,0 -48.0 39.1 , 45.2 39.1 45.2 36.7 , -36.7 41.2 r -41,2 33.4 , -33.4 37.9 -37.9 30.3, 34.$ r 30.3 3411- .8 28.0 , 31.7 r 28.0 31.7 25.8 -25.8 29.511 -29.5 0 ' -62.5 50.8 ' -50.8 46.31 46.3 46.21, 45.2 44.2 44.2 40.3 40.3 37.71 37.7 1 34.9 ' 34.9 own. For fin windows or buck dimensions. subtract 1". it, subtract 3-911611 v yr ,v nfmcarcu - r D 3116" Tempered E 1/4" Annealed F 114" Tempered r TABLE 3: Insulated Glass Types G 1/8" Annealed, 1/4".Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Anneals 1 118" Tempered, 1/4" Airspace, 1/8" Tempere( J 3/16" Tempered, 3/16" Airspace, 1/8" Tempe FIGURE A: SASH CROSS SECTION WITH MONOLITHIC GLASS) VISIBLE LIGHT HEIGHT SASH HEIGHT - 3-9116" 11 NOTES SASH HEIGHT 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED V ANNEALED GLASS (TYPE A). 55.01 -90.0 55.0 I -90.0 55.0 -90.0 55.0 ( -90.0 55.01 -90.0 55.01 -90.0 55,01 -90.0 55.01 -90.0 55.01 -90.0 550 -90.0 55.0 -90.0 55.01 -90.0 55.0 -90.0 55.0 -90.0 55.0 , -90.0 55.0 -90.0 55.01, -90.0 55.01 -90.0 55.0! -84.3 55.0; -90.0 55.0 , -78.0 55.0 1, -81.1 55.0 , -72.9 55.0 f -73.4 55.0 -90.0 55.0 -90.0 1 +55.0 -90.0 55.0 -90.0 55.0 -90.0 55.01 -84.3 55.0 -78.0 55.0 -72.9 55.0 -90.0 55.01 -90.0 55.0 -90.0 55.01 -90.0 55.01 -88.5 55.01 -81.8 55.01 -75.0 55.0 I -68.5 55.0 -90.0 55.0 I -90.0 55.01 -90.0 55.0,1 -90.0 55.0 , -90.0 55.01 -87.9 5500 -78.8 55.0 -71.2 55.0 -90.0 55.0 -90.0 55.0"-90.0 55.0 -90.0 55.0 -90.0 55.0 -87.9 55.0 -78.8 65.0 -71.2 55.0 ' -90.0 55.0 ' -90.0 55.0 ' -90.0 55.0 ' -90.0 55.0 ' -88.5 55.0 ' -81.8 55.0 ' -75.0 55.0 ' -68.5 55.01 -90.0 55.01 -90.0 55.01 -90.0 55.01 -86.5 55.01 -80.2 55.01 -73.2 55.01 -66.3 55.01 -59.7 55.01 -90.0 550 -90.0 55.01 -90.0 55.01 -90.0 55.01 -90.0 55.0 , -90.0 55.01 -90.0 55.0 , -90.0 55.01 -89.1 55.0 -89.3 55.01 -78.5 55.0 , -78.5 55.01 -70.0 55.0, -70.0 55.01 -83,0 551.011 -63.0 550 -90.0 55.0 01 -90.0 55.0 -90.0 55.0 -86.5 55.0 -80.2 55.0 -73.2 55.0 -66.3 55.01 -59.7 55.01 -90.0 55.0 ` -90.0 55.01 -86.0 55.01 -81.8 55.01 -75.7 55.01 -69.2 55.0 -62.8 55.0 -57.7 55.01 -90.0 55.01 -90.0 55.01 -90.0 55.01 -90.0 55.01 -84.8 55.01 -74.2 55.01 -65.9 55.01 -59.1 55-01, -90.0 550 -90.0 55.0 ,1 -90.0 55.0 -90.0 55.01 -90.0 55.0 -86.0 55.0 , -90.0 55.0, -81.8 55.01 -84.8 55.01 75.7 55.0 -74.2 55.0 -69.2 55.0 , -65.9 55.0 -62.8 55.01 -59.1 55.0 -57.7 55.0 1 -90.0 55.0 ' -90.0 55.0 ' -83.5 55.0 ' -79.1 55.0 -74.0 55.0 ' -67.3 55. Q ' -81.9 55.0 ' -56.8 55.01 -90.0 55.0 -90.0 55.01 -90.0 55.01 -90.0 55.0 j -90.0 55.01 -90.0 55.0) -90.0 55.01 -90.0 55.0 -83.2 55.01 -83.2 55.01 72.7 55.01 -72.7 55.0 -64.5 55.01 -64.5 55.01 -57.8 55.0,1 -57.8 55.0 -90.0 90.0 55-01 -83.5 55.0 , -79.1 55.0 -74.0 55.0, -67.3 55.0 -61.9 55.01, -56.8 55_0 -87.9 55.0 -75.6 55.01 -65.7 55.0 -62.3 55.00 -60.0 55.00 -56.5 53.2 -53.2 49.6 -49.6 55.0 y -87.9 55.01 75.8 55.01 -74.1 55.01 -74.1 55.01 -74.1 55.01 -65.5 55.01 -57.5 51.1 1 -51.1 55.0 -87.9 55.0 -75.8 55.0 -74.1 55.01 -74.1 55.0 -74.1 55.01 -65.5 55.01 -57.5 51.1 I -51.1 55.0 -87.9 55.01 -75.8 55.0 , -74.1 55.0 I -74.1 55.0 1 -74.0 55.00 -65.5 55.01 -57.5 51.1 1 -51.1 i5_0 -83.9 55.0 -71.7 55.0 -62.0 55.0 -59.9 55.0 -57.8 54.5 -54.5 51.3 -51.3 48.3- -48.3 x-5.00 '' -83.9 55.01 -71.7 55.0 ' -69.4 55.0 ' -69.4 55.0 ' -69.4 55.011 -64.5 55.0 ' -56.5 50.20 -50.2 i5,0 j -83.9 55.0 j -71.7 55.01 -69.4 55.01 -69.4 55,0'1 -69.4 55.0 j -64.5 55.0 ( -58.5 50.2 j -50.2 5.01 -83.9 55.01 -71.7 55.0) -69.4 55.01, -69.4 55.01 -69.4 55.01 -64.5 55.01 -56.5 50.2,1 -50.2 6-0 -68.3 55,011 -56.3 55.0 i -56.3 52.1 , -52.1 52.1 -52.1 51.51, -51:5 51.5 ' -51.5 51.5 , -51.5 51.5 -51.5 51.51, -51.5 51.5 -51.5 50.01, -50.0 51.51 -51.5 46.41, -06.4 46.4 1, 46.4 i-50 '` -68.3 55.01 -58.3 52.1 1 -52:1 51:51 -51.5 " 51.51 -51.5 51.5 ' -51.5 51.51 -51.5 46.4 1 -48.4 6.0 I -68.3 55.01 -56.3 52.1 1 -52.1 51.5) -51.5 51.5 1 -51.5 51.5 1 -51.5 51.5) -51.5 46.4 I 46.4 62.5 i . 50.8 , -50.8 50.8 , -50.8 46.3 -06..3 46.3 -46.3 45..2 -45..2 45.2 -45.2 45.0,1 45.0 45.0 -45.0 45.0,1 -45..0 45.0 -05.0 45..0, 45.0 45.0 45.. 00 , - 05.0 45.0 45.0 ii55. 0 01$2. 55 62 50.8 45..0 own. For fin windows or buck dimensions. subtract 1". L; 3/7Ei" Annealea D 3/16" Tempered E 1/4" Annealed F 1/4" Tempered TABLE 3: Insulated Glass Types G 1/8" Annealed, 114" Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Anneak 1 1/8" Tempered, 1/4" Airspace, 1/8" Temperec J 3/16" Tempered, 3/16" Airspace, 1/8" Tempel FIGURE A. SASH CROSS SECTION WITH I.G. GLASS) VISIBLE LIGHT HEIGHT SASH HEIGHT - 3-9/16" NOTES SASH HEIGHT 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WI' TYPES B - J. NOT APPLICABLE WITH 1/8" ANNEALED GLASS (T Q EMBEDMENT 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. USE EITHER LATCH (# 29) OR BOTTOM LOCK 32 (#11). TESTED UNIT LOCATION: 6-518" FROM VENT END. n 11/4 MAXAJ SHIM INSTALLATION OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS REQUIRED AT HEADER. 12 STEEL -77Ti SELF -DRILLING SMS (G5), SEE TABLE 5, THIS SHEET INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. DISTANCE ' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. 1/4" MAX. SHIM INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TABLE 5: o;. Anchor Anchor Group Aluminum, 6063-T5 min. A 1/4" 410 SS CreteFlex Steel Stud, Gr. 33 min. 3/8" 0.0346 (; 12 Steel SMS 318" Screw (G5) B 1" DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. SEE SUBSTRATE * MIN PROPERTIES, TABLE 5, THIS SHEET. 10, 1/4" 410 SS CreteFlex 1/4" Steel Ultracon OF 3 43 U 64 VISIBLE LIGHT WIDTH BUCK WIDTH — TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A EXTEnRIC V Substrate Min, Edge Mli Distance I Embed P.T. Southern Pine (SG = .55) 9/16" 1-1 Aluminum, 6063-T5 min. 3/8" 1/8 Steel Stud, Gr. 33 min. 3/8" 0.0346 (; A36 Steel 318" 1/6 P.T. Southern Pine (SG = .55) 1" 1-3) Concrete (min. 3.35 ksl) 1" 1' Ungrouted CMU, (ASTM 0-90) 1-3/4" 1.1i P.T. Southsm pine ( G z .5) 1" 1-1 Concrete (min. 2.7 ksi) 1" 1.1 Ungrouted CMU, (ASTM C-90) 1"1 1-1i IE METAL SUBSTRATE. NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION C SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALL 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUC WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF' ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1/4" MAX SHIM CONCRETE PER ANCHOR 4 REQUIREMENT Y NN 41/4 • fll t`Z` •GENSS //i too, 87055 Gt•1 f i W Revlelow Desorlption: FLANGE FRAME INSTALI tMbtUMtN1 1 114" MAX SHIM J TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. USE EITHER LATCH (# 29) OR 32 BOTTOM LOCK 11). TESTED UNIT LOCATION: 6-5/8" FROM gq VENT END. t EDGE DISTANCE EDGE nn DISTANCE 11 THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT 114" MAX SHIM —' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET INSTALLATION. OPTION E STRAIGHT HEADER INSTALLATION ANCHOR SCREW) THROUGH THE FIN INSTALLATI OPTION -, INSTALLATIO ANCHOR (SCRI THROUGH THE 10 STEEL SELF -DRILLING SMS (G5) EX ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. INSTALLATION OPTION 5 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN HORIZONTAL SECTION C -C MULLION SECTION DADE APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR ID TABLE 6: RM Anchor Y x .113" Box Nail NOTES 1/4" MAX SHIM 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED 2-1/2" x .131" Common Nall ON TABLE 6 OF THIS SHEET. 9/16" FOLLOW EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN 10 Steel SMS Screw (G5) MAY BE USED ON ANY SIDE OF THE EDGE WINDOW. DISTANCE 1/8 I 2) 2X WOOD FRAMING OR BUCK, INSTALLATION OPTION 5 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN HORIZONTAL SECTION C -C MULLION SECTION DADE APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR ID TABLE 6: RM Anchor Y x .113" Box Nail Substrate P.T. Southern Pine (SG = .55) Akin. Edge Distance 1/2" Min Embeds 1 2-1/2" x .131" Common Nall P.T. Southern Pine (SG = .55) 9/16" 2.7/1 2-1/2" x .146" Roofing Nail P.T. Southern Pine (SG = .55) 9/16" tyo. 58705 10 Steel SMS Screw (G5) P.T: Southern Pine (SG = .55) 3/4" 1-311 Aluminum, 6063-T6 min. 3/8" 1/8 Steel Stud, Gr. 33 min. 318" 0.0' A36 Steel 3/8" 1/8 IfAIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 0 •( 1.Y 4414 orlaed sy: Date: i?evialon: c i i GENS,S , i tyo. 58705 rRevlaed By: Date: Rsrtelon: C(. Descriptio tiIX IIr -o _ FIN FRAME INSTALLATI( ar,asLima a m°i m u° a$ Q m Z mai d gym d a' a d w m m d 2 2 2 2 2 2 2 2 2 2: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2T-2 2 2' 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 2 2 2 2j2 21 2 2 2 21 2 2 2 2 2 2' 2 2 2 2 3 3 2 2 2 2 3 3) 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 2 2 2 2 2 2 1 2 2 2 3 f 2 3 2 2 2 3 2 3 1 2 2 2 3( 2 3 2 3 2 4 2 3 1 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 2 3 2 2 2, 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2, 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 2 2 2 2 2 2j 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2' 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2' 2 2 j 2 2 2 2' 2 2 2 2 3 3 2 2 1 2 2 3 31 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 2 2 2 3 2 21 2 2 2 3 2 31 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 2 3 2, 3 2 2 2 4 2 3 2 3 2 4 2 3 2, 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2. 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2 2' 3 2 2 2' 3 2 2 2 2 3 2 3' 4' 2 2 2 3 2 2 2 3 3 2 3 4 3 2 3' 3 2 2 2 3 3 2 3' 4 3 2 3 4 2 2.3 2 3 2 3 4 3 2 3 4` 2 2 2 3 3 3 2 4 3 2 3 4 2 2 2 3 3 2 3 4 3 2 3 3 2 2 2 3 2 2 3 213 2 1 3 2 4 2 1 3 2! 312 4 2 1 4 2 3 2 4 2 4 2 3 2 4 2 4 2 1 3 2 4 2 4 2 3 2 4 2 4 2 3 2 2 2 312 2 2 2 2 3 2 3.2 2 2 4 3 3 2 3 2 4 3 3 2f3 2 4 313 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 2 2 2 2 2 2; 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 fl 3 312 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 2 2 2 3 2 312 3 2 41 2 3 2 3 214 2 4 2 3 2.4 2 4 2 3 2 4 2 4 2 3 2 4' 2 412 3 2 4 2 4 2 3 2 2 3 2 3 2 3 2 4 214 2 3 2 4 2 4 2J3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 2 2 3 2 2 2 2 2 3 21-3-2 3 2 4 3 3 2 3 2 4 3 3 2 3 214 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 2 2 212 2 2 2 2 3 313 3 2 213 3. 3 312 2 3 3, 3 3 3 3 3 3 3 3. 2 2 3 3 3 3 2 2 313 3 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 3 3 4 3 1 3 3 1 3 3 4 31 4 31 3 3 4 3 4 3 3 3 4 3 4 31 3 3 5 3 4 3 3 3 5 3 4 3 4 3 5 3 4 3 4 3 2 2 3 2 1 3 2 1 2 2 3 2 1 3 2 1 3 2 4 3) 3 2 3 2 4 3! 4 3 3 2 4 3! 3 3; 3 2 4 3 3 2 3 2 4 3 3 2 3 2 2 2 2 2 2 2, 2 2 3 3, 3 3 2 2 3 3, 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 IA 3 3 3 3 3 3 3 3 2 2 2 2 2 312 312 2 2 412 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3,41-2 4 2 3 2 2 4 2 3 2 4 2 3 2 3 3 2 4 2' 3 21 3 2 4 21 3 2' 3 2 4 214 2 3 2 4 214 2 3 2 5 2 4 213 2 5 2 4 2 4 2 5 2 4 2 4 2 2 2 3 2 2 2T-2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 2 2 212 2 212 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3,3 3 3 3 3 31-3 3 3 3 3 3 3 3 3 3 313 2 2 2 2 2 3 2 3 1 2 2 2 3:2 3 2 3 2 4 2 312 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 3 2 3 3 2 312 3 213 2 3 2 3 2 3 2 4 2 3 213 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 4 2 4 2 3 2 3 2 1 3 2 j 3 2 3 2 1 3 2 3 2 3 2 1 3 2 3 2 3 2 j 3 2 3 2 4 3' 3 2 1 3 2 4 3 4 3 3 2 4 3 4 3 3 2 2 2 2 2 12 2 12 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3! 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3- 2 2 2 2, 2 2, 2 2 2 3. 2 2, 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 3, 2 3 3 4 3 3 3 3 3 4 3 3 2 3 3 2 3 2 3 2 3 2 3 2' 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 3 2 3 2 3 2 3 2 3 2 3 2' 3 2 1 3 2 3 2i 3 2 3 2 3 2' 3 2 3 2 3 3 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 2 2 2 2 2 2 2 2 2 21 2 2 2 2 3 3 2 2 2 2 3 31 3 31 2 2 3 3 3 31 2 2 3 3 3 3 3 3 3 3 7i -T3 3 3 For buck dimensions, subtract 1". ubtract 3-9/16". wr--2 configuration) for the given Window Height. a buck dimension. IS PER THE ELEVATION TIP. ee4 4" FROM SEAM T FOR ALL FLANGED WINDOWS WITH A CURVEDHEADER, AN ADDITIONAL ANCHOR IS 9" MAX. j VISIBLE LIGHT HEIGHT SASH HEIGHT 3-9/16" FIGURE A; SA; SECTION (WIT MONOLITHIC r rNmlivl I` ASSFflARI Y D AITERf Wil WELDS AT SCREW BOSSES TAILS FOR E CORNERS 3" ANNEALED OR MPERED GLASS 3/8" NOM. GLASS BITE 3/16" GLAZING DETAIL M ASS TVPFIR (' R n l" WEEP NOTCH EACH END 90° CORNER FRAME ASSEMBLY MITERI Wr WELDS AT SCREW BOSSES E-"IVIL ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAME CORNERS 1/4" ANNEALED OR ITEMPEREDGLASS 3/8" NOM. GLASS BITE 1/4" GLAZING DETAIL III ACC TVD=C D A G 1/2" NOM. GLASS STACK 1/8" ANNEALED OR 114" AIRSPACE TEMPERED GLASS 1/8" ANNEALED ORj TEMPERED GLASS 31 GL 1/2" I.G. GLAZING DETAIL ni ACC TVDCQ !_ R I OrSVVVN, I- IN FRAME SIMILAR ASSEMBLY DETAILS FOF FRAME TO MEETING RAIZ 1/2.'N( GLAS; 3/16" ANNEALED OR 13/16" AIF TEMPERED GLASS 118" AN TEMPE 3/8" NOM, GLASS BITE 36 ' 1/2" I.G. GLAZING DET, AI Ace rvoee U O. 1 V 101116 VQI 11V I fin Frame Head I Fin Frame Sill I Fin Frame Jamb lottom Rail op Rail Aeeting Rail gide Rail ottom Lock top Flange ulb, Flex PVC 70 Ill Gasket, Polyethelyne ell Foam Pad fleeting Rail Plug Gasket, Rigid PVC 187 X.230 Fin Seal gide Rail Gasket, Polyethelyne a •Take-out Clip B am, Nylon Latch, Zinc 25 Ph. FI. SMS Latch Screws Block 1/8" x 1/2" x 1", EPDM al - 3/16" al - 1/4" ottom Lock Spring Cloth, Fiberglass ming 899 Silicone Glazing Sealant 3ead (1/8" Glass) 3ead (3/16" Glass) 3ead (1/4 Glass) 3ead (I.G.) QUAD Pn SMS Sq. Pn Twin Fast SMS - 410 S.S. 1 LH Twinfast Screw Zinc 1 LH Twinfast Screw Zinc (S.S.) Ph FI u/cut SMS Ph FI - Stainless Steel nealed or Tempered Glass Jbz" 500" 8649" nA2" OFLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" J3.225" n 975" . 050"-- 1.125" L -i- 050" 2.056" OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM 062" 1.582" os2" 1.01 Q" OFIXED MEETING RAIL 6063-T6 ALUMINUM 0601, 8 .-0550"---o-i 500 05011- 2.056" -- GFLANGE FRAME SILL 6063-T6 ALUMINUM 1.125".050" 062" 2.000" o5a" 975" 062" 050" OINTEGRAL FIN FRAME JAMB 8063-T6 ALUMINUM 062" 1.187" 050" 0-{ .926" F--+- SASH SIDE RAIL 10 6063-T6 ALUMINUM I k I I I I I I I NY LYNN til' fl vCENSF No.58705 2.600" ufjZ.. 2.000" 5001, - 050" 1.229" t L__, 062" j OFLANGE FRAME JAMB 8063-T6 ALUMINUM F I1.807" 062" i J= .062" 926" OSASH BOTTOM RAIL O SASH 6063-T6 ALUMINUM 8 6063-1 865" i 874" os2" 11 SASH BOTTOM LOCK RAIL 6063-T6 ALUMINUM irlvop- P Tnqv- it1rd4 11Lne-1111 4157"--] 82bb6" L. 1 12 SASH STOP 6063-T5 ALUMINUM Ravlalon: Deacrtption: BOM & PART DETAILS PERMIT # ITW Building Components Group, In 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page 1 of I Document ID:I UGR408-ZO504142002 Truss Fabricator: Accu -Span Truss Conpany Job Identification: 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL Truss Count: 9 Model Code: Florida Building Code 2007 and 2009 Supplenent Truss Criteria: FBC2007Res/TPI-2002(STD) Engineering Software: Alpine Software, Version 10.03. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF 0 1.25 Duration Floor - N/A Bind - 120 ®PH ASCE 7-05 -Closed Notes: 1. Deternd nat i on as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest notch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: A1203005-GBLLETIN-BRCLBSUB- Ref Descr'i tion Drawi ngi#-,, I Date 4 81978--F 11308096" 11104/11 2 81979-4,_ 11308097,_11/04/11 3; 81980--GX 11308098-. 11/04/11 481981 FX 11308099; 1,1/04/11 5 81982--A' 11308100 11/04111' 6 819837-6 11308101- 11/04/11, 7 81984--D 1130810211/04/_11 8 81985 --PB 11308103- 11/04/1.1 9 81986--061 11308104 11/04/11' P 1— v GEMg , N0.22839 OF ilei L 0 R 10 "` 3 ss'•...,..... you®L ` 11 Walter P. Finn Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 G/D/-/NBVaram Kesic3ence -- ZJUI MarcISSLIS Ave. JANFUKU, rL 3Z//l - f) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: Left and right cantilevers are exposed to wind Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 16.89 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. 3X4(A1) = 3X4(A1) 2-0 s 0 o s o -o 14-0-0 I 14-0-0 1 28-0-0 Over 2 Supports R=1210 U=234 W=4.5" RL=380/-380 Design Crit: FBC2007Res/TPI-200 TDJ PLT TYP. Wave FT/RT=20%(0 10 WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEET! • IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses ..quire aztreme ca a in fabricating, he ndling, shipping, installing end hr. g* RIer tfollowthelatestetlII. of rBCSI (Bu 1.1 tli ng Component Safety Information, by. TPI and A) for* practices prior to performing these functions. Installers shell provitla tempore ry br ng per pCS . unless noted atherw lsa, t p.. n d shall lava properly atte.n.. structural sn.—hing a d. shell lava a properly et M1 d rigid ceiling L...t o shown Por perm. nent lat rel r r } ab! shall have b... ing lnstbllad .per BCSI .act ons 83, 87 or 810 sa applicable. ALP I NE ITW Building Components Group In- (ITWBCG) shall not be responsible fog any deviation anyflllare to bulla the c- P 11th ANSI/TPI 1, or fo hIldting, shIpping, al bring of untrusses Apply pl t h f- f Intl poslti— h b d Details, less noted otM1 R f tlra g 16DA Z for stand d pl po A71BuildingComponentGrounD. drawing or ,aver page l i t' g h s tl g ntl u ..pten,e o ep f I g g p es P. nsib 1l 1 ty so laly fm th tl .ign sM1awn Th. s tabillty Intl us f th tl s g f y uc- HB1T)e5 City, F'I. 33844 the respansib I ty of the 80 thing Des'gner per ANSI/TPI 1 Se,.2. For mo informer — sea. Tnis jHaines CQA F 233 9....e n safeamrglTW- BCG, itwbcg.cmm; TPI: woe. tpinit.org; WTCA: www.sbcind-try.cmm; S• i .21: T' TE 0 r c 000.0' 11/04/2011 3 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R408-- 81978 DATE 11/04/11 D RW'HCUSR408 11308096 HC -ENG KD/WPF SEQN- 202332 FROM RF JREF- 1UGR408_Z05 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL 32771 - G) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.125' Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.125' Roof overhang supports 2.00 psf soffit load. ICalculated horizontal deflection is 0.14" due to live load and 0.13" due to dead load. Deflection meets L/240 live and L/180 total load. 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 16.76 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. 1w=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. DADk ----) % 6X8(**) 14-0-0 14-0- 28-0-0 Over 2 Supports R=1224 U=224 W=8" RL=375/-375 J'Z-Oj0 IRR -P2 W=8" W....... l Design Crit: FBC2007Res/TPI-200 TD % V' PLT TYP. Wave FT/RT=20%(0%)/10 1ONa.Me 2A. TY:3 Scale =,1875"/Ft. WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require eztreme cerein tebricating, hentlling, .hipping, installing entl br n* R4far FAL/-/5/-/-/R/- TC L L 20.0 PSF REF R408 - - 81979 fallow the leteet etlII.n .f SCSI (Builtling Component Safety In -...tion, by TPI end A) fa.. aft a TC DL 7.0 PSF DATE 11/04/11 practices prior to performing these functions. Installers shall p—i.. temporary or 'ng Pe r••BC Unle.. n.tetl Itherwi.a, t.p ch.rtl ,hall have properly attachetl .tr"twr., sheathing a b. rshellhaveaproperlyettechetlrigidceiling. Locations shown for perm....[ leteral r O( webs e.ye U ; BC DL 10.0 PSF DRW Hcusaaoe 11308097 ALP I NE shell have bracing in. tolled per BCSI section. 83, 87 or 810, ea applicable. ITW Building C.mpon.nt. Graop Inc. (ITWBCG) .hall not be responsible for any tl.vietl.n ' s genyfelluretobulIdthetrussinANSI/TPI Q R Q •.• BC LL 0.0 PSF HC -ENG KD/WPF conforms nca with 1, or for h.ntll ing, shipping, •y •• ` oraci.g Apply Plata. to e.ah I.I. of tr.s. end positi.n a. ehewn'ab.,. end .n •••.....• tells, unlesss noted otherwise. 1.far to drawing, 16OA-Z for s q TOT . LD . 37.0 PSF S EQN - 202 449 I Building Components Group enders plata position.. s drewi.g or t. pegw lilting thio drawing, indicat.. a .pta.cetof prof.ssionel e.gineering DUR .FAC . 1.25 FROM RF no, Haines City, FL 33844 FL COA 90 278 r..P.n.ibiIity ..rely for the design .how.. Th..mab I ity end .e .f thi, coli.. for a.y . r"tet Che re.p. nsibility .f the Builtling De.igner per ANSI/TPI 1 Sec.2. For m information se [Thi. job general n s pegs; ITW-BCG: www itwbcg.com; TPI: www.tpi—t.org: WTCA: www. sbcindustry.com; ICC: www.=,afe.arg I/04/10L SPAC I NG 24. 0 JREF- 1 UGR408_ZO5 k//o/-/Navaram Residence -- G381 Narcissus Ave. SANFORD, FL 32771 - GX) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: :Stack Chord SC2 2x4 SP #2 Dense: Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.26" due to live load and 0.20" due to dead load. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate Length perpendicular to chord length. Splice top chord in notchable area using 3x6. Deflection meets L/240 live and L/180 total load. 6X6 = THIS DWG PREPAREDFROMCOMPDTER INPIIT nnADS & nIMFNSION41 SIIRMITTFn RV TRIICG MFu 120 mph wind, 16.83 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. See DWGS A12030050109 & GBLLETIN0109 for more requirements. a) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purlins to brace TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 8X8(F6) % 8X8(F6) 1;_ I Crl 11-0 d-4-0 23-4-0 2- (b11-8-0 11-8-0 14-0-0 14-0-0 28-0-0 Over 2 Supports R=1701 U=218 W=8" =111 W=8" RL=364/-363 y•••••e•••• j Note: All Plates Are 1.5X4 Except As Shown. • d` s'•.• Design Crit: FBC2007Res/TPI-200 TO PLT TYP. Wave FT/RT=20%(O%)/10 : 10 .21% TY:1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEET] TC LL 20.0 PSFIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. i A EF -- R R408 81980 T....i fetir cat'ng, n al g -,,in., In 11 g ntl b - aRgfar ` TC DL 7.0 PSF DATE 11 /04/11fo11ihIttl /. BCS] (Bu ltl ng Comp i 5 f ty f at by TPI tl A) foy sap , pr- pri t p f i g h s° (unci ons I t II h II prow tl p y b 'ng par••BC On tan n "Ica, t p n' a anal) nave pr x iy n a i "tt 1 n cn no b1 h rtl ' •, BC. DL 10.0 PSF D.RW' HCUSR408 11308098shIIM1epplyatthtl 'g iC c° ling. L ons sn -f pe t let 1 r of webs shall nava br g tell a p r SCSI sect ons 83 B] or 810 as appl bl ALP I NE ITW Building p ant, Group Inc. (ITWBOG) ah ll n.t be responsibl f any tl ti an g . ,Q BC LL 0.0 PSF HC—ENG KD/WP F any failure t ti Itl h t nformanca lith ANSI/TPI 1, or fon nantlling, n pp g . •1 \ bracing of tr Apply p1 aeon feta aft "aa antl poaltlon as spawn ab d ••°...••, ` TOT. LD . 37.0 PSF S EQN — 202351 . Dat '1 I tl h R.— to Craw ngs 160A -Z for stantlartl plat° po - p s tlr g p g I g th "tl raw ing -ntl cat es acceptance of profess opal g ngIBuildingComponent; Group nc• ra p b I y aalaly fp h tl a,gn ahawn Tha as tab I'ty antl as of th„ tlaa gn far any a ra N OUR. FAC. 1.25 FROM RF Haines Cl FL 33844' th. - p bility of the B 'Icing Designer per ANSI/TPI 1 Sec.2. For .... lnformat on sa tThi Job 1 /04/20 1lgeIspegs, ITW BCG, .itwbcg com TPI www. tp lost. o rg, WTCA ...sbc'ntlust,y.oam 1 L FL cod#0278 IGD =caaf°.erg SPACING 24.0" JREF— 1UGR408_Z05 al VI»4J MVC. amimi VRu, rL JL/11 – Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: :Stack Chord SC2 2x4 SP #2 Dense: 120 mph wind, 16.83 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 5X1O(R1) /// 5X611 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SURMITTFD Rv TP11- MFP 2 COMPLETE TRUSSES REQUIRE® Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Left and right cantilevers are exposed to wind Roof overhang supports 2.00 psf soffit load. See DWGS A12030050109 & GBLLETIN0109 for more requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 5X6o Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 9 F_ 3X6 (CIS) = 93X4o Sc 12-0-0 3X4,01 3X4=+ 5X6= 3X4= + 3X4 (C6) _* T 3X4(C6) = 3X6(C6) 1I.$V_p ryc- 33-- 1321- 8C= 3-11-8 23-4-00440-rA 1- -1 "::90L _ 11-8-0 I .L E 28-0-0 Over 2 Supports R=1761 3 W=4.5" 1R1 I 4.5" RL=362/-362 r•... e.,•• 62 Note: All Plates Are 1.5X4 Except As Shown. •\CiEMsi:••/j Design Crit: FBC2007Res/TPI-200 TD- PLT TYP. Wave FT/RT=20% 0%)/10 10 014.2F TY:1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET) IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. : wt TC L L 20 . 0 PSF REF R408-- 81981 Trusses require extrema cera in fabricating, M1entlling, shipping, installing and br fer t • foI low the lexast edition of SCSI (Building C .... nent Safety Information, by TPI and CA) fo, def ° ya : TC DL 7.0 PS F DATE 1 1 /04/ 1 1practicespriortoperformingthesefunctions. Ins tellers shell provide temporary b i g P..Be Unless noted otherwise, top th°rd sM1ell have properly attached structural sheathing a bt ph ra shall have a properly attached rigid ceiling. Locations shown for permanent lateral web a F BC DL 10.0 PSF DRW HCUSR408 .11308099 shall have bracing instell.B per SCSI sections 83, 87 or 810, as applicable. ALP I INE ITW Bon ding Components Group Inc. (ITWBCG) sM1e11 not be responsible far any d—ietlon i QanyfailuretobuiltlthetrussinconformancewithANSI/TPI 1, for M1endling, Q R• BC LL 0.0 PSF HC—ENG KD/WPF or shipping, i Orating of true s. Apply plated tp doth face df tr"as and P"i"n es shown ebp a and an d` I '.." ITOT. Brewing Details, unlesssnoted otherwise. Rafar to drew Ings 160A-2 for s ender, plata positions. A bla• LD. 37.0 PSF SEQN — 202345 I Building Component Group nc. or cover Page listing this Brewing, intlicetes acceptencetof Professional engineering eaP.nsibility solely rar the d ign ah— . rhe auitebllity enB . .f LM1ie d..ign f.r rut ane atheresponsibilityoftheBullBingOasignerANSI/TPI sfor LTnia DU R .FAC 1.25 FROM RF Haines City, FL 33844 per 1 Sec.2. emo nformation se . jo s IT _BCG:www.i twbcg.tom; TPI: eaere.prg SPAC I NG 24.0" JREF— 1 UGR408_ZO5FLCOA #0 278 general peg.; www. tpi--rg; WfCA: www. sbcindustry.com; 11/04/2011Ice: www. I cool Imat uI55u5 mve. DHIYrUKU, rL JL/II - Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.13" due to live load and 0.12" due to dead load. Deflection meets L/240 live and L/180 total load. NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTFn RV TRIICC MFR 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 15.93 ft mean hgt, ASCE 7-05, CLOSED bidg not located within 9.00 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.93 ft. from roof edge. Stacked member to be laterally braced to prevent racking. 3X411 3X10= 3X10= 3X4- DA0k--) -- 6X8(**) L'l 2-11-1QA a 4 0; 42 -10- 1,3-41- 1 E 4-4-0 btgt 149.415 1 4-9-13 7-1-8 6-10-8 1— 6-10-8 1 1 7-1-8 IE 28-0-0 Over 2 Supports e R=1220 U=0 W=8" n RL=321 /-321.,2 W=8" Note: A I IPlates Are 1-5X4 Except As Shown. ;' `,C " 4P Design Crit: FBC2007Res/TPI-2002 TD.• PLT TYP. Wave FT/RT=20% O% /10 10 a 28 go.21% TY:11 FL/-/5/-/-/R/- WARNING** .READ AND FOLLOW ALL NOTES ON THIS SHEETI • TC L L 20.0 PSFIMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme cera in Fe bricat ing, handling, shipping, installing and bra gRe•er t i fpllew the latest editi.h of SCSI (Suiltling Component Safety Informatl on, by TPI and A) Ter jefa \ : TC D L 7.0 PSF practices prior to performing these functions. Installers shall provitle temporaryg an gee 5 d TE d FUnle.. noted otherwise, top chortl shall have Properly attached .tr"tt"rel eheathin BC D L 1 0.0 PSIFshallhaveaProperlyattachedrigidceiling. Lot—Ione shown Tor perm.....[ lateral re abs hall have bracing Installed per SCSI sections B3, B7 or 810, es applicable. ALPINEORIBC LL 0.0 PSFITWBuiltlingComponenUGroupInc, (ITWBCG) shall not ba resporoible for any tlaviation 4. • any failure to .0 the truss in conforms nce wish ANSI/TPI p, or for hentlling, shipping, i I : am.•' bracing pf iro. s. Applyth. t ..etas to each fade it [ANSI and position as .down above and on t TOT . LD 37.0 PS FDetail., —I...s .d otherwise. Refer to Crewings 160A -Z for .tantlartl plate positions. A s e t n+` Y7110dlngComponentsGrouno. drawing bi cover page f icing this drawing, ITh. I.es eccepteold of professional engineering a IVAL DUR. FAC. 1 .25 p e.poreibility solely for the tlesign shown. The suitability antl use of this tlasign for any s ructur HRll7C5 Clly, FL 33844 the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For information see: [Thi. Job's 11/04/2011generalnatesPage: ITW-BCG: www iwbtg.eem: Tpl: www.tpinst.brg: WTCA:nww..bcindustry.com: SPACING 24.0" FL COA #0 278 ICC: www. I .... fe.erg Scale =.1875"/Ft. REF R408-- 81982 DATE 11/04/11 DRW HCUSR408 11308100 HC -ENG KD/WPF SEQN- 202458 FROM RF JREF- 1UGR408_ZO5 Z/b/-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL 32771 - B) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.14" due to live load and 0.13" due to dead load. Deflection meets L/240 live and L/180 total load. Stacked member to be laterally braced to prevent racking., Collar -tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. 4X10 = 4 X 6 4X6% 4X10= THIS DWG PREPARFD FROM COMPIITFR INPIIT o nAn¢ a nIMFNCinim) rIIRMITTFn Rv TDucc urD 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 16.08 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 9.00 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.04 ft. from roof edge. 6X8(**) 1-- 6X8( ) 12-0-0 L__ = L 3-41_I2- 1- 1 5-5-0 jQ-72' 33-0 5-5-0 11-5-1-10 1- 11-2-0 1 2-10-0 T 2-10-0 E 28-0-0 Over 2 Supports R=1222 U=194 W=8" P=4 =194 W=8" RL=308/-308 V\ Note: All Plates Are 1.5X4 Except As Shown. •E IV,9** Design Crit: FBC2007Res/TPI-200 ST iD* • PLT TYP. Wave FT/RT=20%(0%)/10 ) .; 1 3 4.AQTY:5 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING'" READ AND FOLLOW ALL NOTES ,ON THIS SHEETI • ' IA1P0 RTANT " FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • TC LL 20.0 PSF REF R408-- 81983 T R r em fab --mg, h tll g eh pp ng, r- ll ng antl b safer t° foil h 1 t d o P BCS I. (B 'Itl ng Comp t Safety Informaton by TPI a TM fOr saP tya TC D L 7.0 PSF DATE 11/04/11 practices ppri p f g h f I tll h II p ,.vi..ng pry. BC I. ` nn Dnleas net tl h p h tl eh 11 h ;r p Yy i M1 tl oturel rt let g ba t ° rtl TE OF % shell M1eva a p p ly hatl rlgltl iI g L a 1M1 for permanent let I ° shell have br g I.I tl p 8CS1 B3 157 Or B10, as applicable • w® •+ BC DL 10.0 PSF DRW HCUSR408 11308101 ALP I NE ITW Balltling C P G p 1 (ITWBCG) M1a11 net be responsible f°r any tl p a , any fa l lure t b Itl he. f with ANSI/TPI 1 or for M1entll ng, M1 pp g t} r • bracing of irussas. Apply Pl ° each face of t ass ' •. BC LL 0.0 PSF HC -ENG KD/WPF antl ptls,tlon ae ah°wn ebov, antl p • ma•W• ,,, Details unless notetl Oth Refer to dr—irgs 160A -Z Por stantlartl plate pos t ons. A fiig y Crawl " ' TOT. LD-. 37.0 PSF SEAN- 202441 DU R 1.25 FROM RF I Building Components Groupno. ng or Page g tlraw ng ntl °auea acc.Ptan°a Ofpprofessional engineering respo s bility salely f° h design shown. The s tab Ilty antl us of this tlesgn for any str l"ldn1CS C1Ty, F'1. 33844 th^ eresponsibiilty Of the Bu ld iing Des gnmm per ANSI/TPI is Sec.2. Fpr of°rme[on seem. ThisITW-BCG: FAC . SPACING 24.0" JREF- 1UGR408_ZO5FLCOA#027s ga rel n s page, itwbcg.c TPI: www. tpin t.org; WTCA: mO . sbcintlustry.cwww DD www.°=csafa.arg 11/04/2011 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL 32771 - D) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4, W7 2x4 SP #2 Dense: Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: Left and right cantilevers are exposed to wind Roof overhang supports 2.00 psf soffit load. a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.04 ft. from roof edge Stacked member to be laterally braced to prevent racking. 5X6= 1.5X4 III 4X6 1.5X4 4X6 1 .5X4 III 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 16.08 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 9.00 ft from roof edge, CAT II, EXP B, wind TCbldg, psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 2411 -wide clearance. Deflection meets L/240 live and L/180 total load. Collar -tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. 1 .5X4 5X64, 5X6 1 , 5X4 W W 1.5X4(**) (a) (a) 1 .5X4(**) 8( a — 0 9 - 7 9 1 .5X4(**) 1 .5X40 12-0-0 3X8 III 5X6= 5X8= 1.5X4(**) i 3X4 (Al = 3X4 (Al 3X8 III 2-1-2 2-1-25-5-1 6-3-0 5-5-1 3-4— 3-4-55 11-2-0 5-9-12 11-0-4 28-0-0 Over 2 Supports R=1205 U=198 W=4.5" ` R 1 =198 W=4.511 RL=308/-308 r Design Crit: FBC2007Res/TPI -200 S }' PLT TYP. Wave FT/RT=20% O% /10 1 03 4. 1 QTY:3 FL/ -/5/-/-/R/- Scale=.187511/Ft. RWARNING" READESIGNIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • TOAND FOLLOW ALL NOTES ON ING INSTALLERS. • TC LL 20.0 PSF REF R408-- 81984 Trusses require extrema core in fabricating, hen.lin shipping, ins9• PPifo telling an. .Refer to n. I law the latest etlicl on of BCSI (Builtling Component Safety InformaCion, by TPI a r TC DL 7.0 PSFsofty practices prior to performing tM1ese fun't"". Installers shall temporary DATE 11/04/11providecin9 {1 r B Unless nate. otherwlse, tap chart shall leve properly attach.. structural sheathing tl bott6n c TE dF • span neve a properly attache. rigid ceiling. Locations shown for permanent lateral ,A aq shell M1eve bracing ins[elletl per BCSI sections B3, B] ar B10, es applicable. a • I BC DL 10.0 PSF DRW HCUSR408 11308102 ALP I NE ITW Building Cowl,....a Group Inc. (ITWBCG) 1ba11 not be responsible far any .evict (/i• BC LL 0.0 PSF HC—ENG KD/WPF any failure to bulltl the cruse in conformance with ANSI/TPI 1, or for handling, sh ippin la 1 .• brI.Ing Apply '•w: Roftrues. plate, to each fat- of true, and plsitial. a1 shown above a1tl a •• ,. Details, unleassnotad otherwise. Rafe, to dings 160A -Z Por s and.1d Plata positions. ••• Y...•' aa• TOT. LD 37.0 PSF EQN — 202412 1 Building Components Grou nc. drawing or .aver Page listing this drawing, indi.atea acceptance of prof... tonal an9in... n s y . GP sp nsibility solely far the design shown. Th" sultabillty and use of this .1,191 11, any st ,nYr y the ra-panaibi my cne Ba u.ing Dal DU R .FAC . 1.25 FROM R FarignarParANSI/TPI , Sec.2. Far mor information sa . ThiHainesCity, FL 33844 general natal Page: ITw-BGG: www.itwb.g..am; TPI: www.ipinat.ar9; rr,cA: wwr.lb.11daatry.tam; 11/04/2011FLCOA #0 278 ICc: www. .1afe.arg SPAC I NG 24. 0 " J RE F — 1 U GR408_ZO5 kZ/5/-/Navaram Residence -- Z381 Narcissus Ave, bANFUKU, I -L 3Z//1. - PES) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 120 mph ,wind, 23.84 ft mean hgt, ASCE 7-05, CLOSED b dg, not located within 9.00 ft from roof ede, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=2.0 psf. Iw=1.00 GCpi?+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Refer to DWG PB1200310 for piggyback details. 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 plf at -1.00 to 57 plf at 6.65 TC- From 57 plf at 6.65 to 57 plf at 14.53 BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 4 plf at 0.00 to 4 plf at 13.31 BC- From 5 plf at 13.31 to 5 plf at 14.53 Roof overhang supports 2.00 psf soffit load. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. MWFRS loads based on trusses located at least 11.92 ft. from roof edge. 2X4(A1) = I.JA4III I.DAL* III I.on4III 2X4(A1) 1-2-11 2-1-12 12 -0 -0 -1i1 -2-0-0 -0-0-1L-----2-0-0 -1- 2-0-0--J 1-2-11 1 6-7-13 A-7-13 11 ' 13-3-11 Over 8 Supports W R=214 U=54 W=3.5" R=46 U=30 W=3.5" R=28 Rw=32 U=4 R W=3.5" RL=201/-201 R=149 U=115 W=3.5" R=109 U=O W=3.5" •' e3. 511 Design Crit: FBC2007Res/TPI -200 ST17' PLT TYP. Wave FT/RT=20% 0% /10 1 03 4. 1 QTY:11 FL/ -/5/-/-/R/- Scale 375"/Ft. WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET •• IMPORTANT"' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. j • . TC LL 20.0 PSF REF R408-- 81985 Truses require -r-ere irn febricaiipg, handling, shipping, installing and followathe latest -1-h afBC51 (BuiltlingComponent Safety InPormation,.by TPI a wT #pr saf ty ^ TC D L 7.0 PSF DATE 11/04/11 pr. p rior to parfo g th a functions Installers h 11 p vide tempora y ting B ` Unless noted atherw isa, p h- i sM1 II M1 ve properly arta M1 tl t h ath g tl TE / t }n anal) nave a properly a h tl igitl -I ng. Locati sh P pe t let sl ^ c C VIM : _ w BC DL 10.0 PSF DRW HCUSR408 11308103 ALPINE a snail have bracing install d p SCSI. t ons 83 BToa Bio ppll bl • ITW Building Inc. BC L L 0.0 PSF HC -ENG KD/WPFComponentsGroup (ITWBCG) snarl not be p bl f y d t, yn ,p any failure to bulla the truss n conformance w th ANSI/TPI 1 fo hdll g h pp lR V • TOT . LD . 3 7 . 0 PSF SEAN - 202219bracingoftrusses. Apply plates to each face of iiia. and p h h b d ` Details, unl ass noted otherwise. R f a d- ngs 16OA Z for s ands d pl po t l is• N•%••• I Building components Group ne. 8 P P drawing o...... r page list ng this d ng i-- es acceptancetofepro£Lss onal g n VVV II a C aspensibiity solely for the tlesig h . Th. suitability and us of h s design for any s vtThi DUR .FAC . 1.25 FROM RFljj4theresponsibilityoftheBulltlingDesignerperANSI/TPI 1 Sec.2. For .... information se SPACING 24.0" J REF - 1 UGR408 Z05 Haines City FL 33844 FL COA #0 278 general notes page; ITW-BCG; w w.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcind siry.com; 1/O4 LO 1 1IGG: www. is .ae fii.arg IVI-- MVC. JMIVrVRU, rL -JG//1 - rt5I Top chord 2x4SP#2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 120 mph wind, 22.44 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=2.0 psf. Iw=1.00-GCp,i(.+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Refer to DWG PB1200310 for piggyback details. 4X6=- 1. 5X4 X6= 9 9 Li 2 4 (A1) = 2X4 (A1) 1.5X4 III 2-5-0—i. L 2-5-0 I 2-5-0 I 6-3-0 Over 3 Supports R=-2 Rw=52 U=49 W=5.833" R=-2 Rw=12 U=9RL=65/-65 R=74 PLF U=39 PLF W=4-10-0 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRIISC MFR Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 plf at 0.00 to 57 plf at 3.13 TC- From 57 plf at 3.13 to 57 plf at 6.25 BC- From 4 plf at 0.00 to 4 plf at 6.25 Deflection meets L/240 live and L/180 total load. Design Crit: F13C2OO7Res/TPI-200 TIJ-/ PLT TYP. Wave FT/RT=20%(0%)/10 ) 11 WARNING"" READ AND FOLLOW ALL NOTES ON THIS SHEET! IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T gilri extreme care in rabr ce ng, h tll n8• shpping n 11 g nd b fifer t Poll h e edit on of 8CS1 (Building Co p Safety Informatl by TPI antl CA) f4 saP 0P11ill, priors to perfo rming tM1ese fund o Installers shell prbvitla tempore ry b ing pe. BC Unless noted otherwise t p h rtl shell have properly attached structural sheathing c rtl shall heves a properly at M1 d rigid ce ng Locations shown Por patmenent let 1 t. wel shall have b— mg -ns tell d 1,BCS1 B3, 67 or 810 es appl lceble. ALP.I NE ITW Building Component G p I c- (ITWBCG) hall not be responsible fmr any d t r any failure to builtl the c f w th ANSI/TPI 1 or for M1antlling, h pp g,' bracing of true s. Apply pl t h f of truss antl pos tlon as shown ab end on Details, unlesssnotatl otherwise. Refer tc draw-ngs 160A Z for s andard .plate pas t ons. A I Building Components Grou nc. drawing or cov r page list ng this drawing, indicates a captancatof p--i...l erigi nae ringGroupesponslblltysolelyforthedes-gn shown Tba s tabcl lty and u of this dealgn for any str.0 Haines City, FL 33844 the responsibility or the Bulling Designer per ANSI/TPI 1 Sec.Z. aFor m information see: Tbis-; general n s page; ITW-BCG'. itwbcg.com; TPI: www.tpi— org; WTCA: www.sbcindustr FLCOA#0278 ICC: www.lcoa.re.org v.tom; CN 11/04/2011 8 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC.. 'DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR_._FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 81986 DATE 11/04/11 DRW HCUSR408 11308104 HC -ENG KD/WPF SEAN- 202222 FROM RF JREF- 1UGR408 ZO5 w ii 0nZi ZWc n 3 tz N X J w n a ir u O u Q U O II Q X Q W II W Q I J I I r U II N II f•- } h •• II U N W II Q X a ii d J I Z Co II ix U U II W OJ N u m Y W II G i: M N II Z 4 O — I It Q O 2 II W J CL IIm x It F- G II d' Z 11 O WdC 11 M F NII I I F C u a w NII d N o uIII N N h II I CL ii Ma Ili II CL z 11w NF -- I II I 1 1 I I I 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I 1 I I 1 I I I 1 1 I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I O O Q Q I m Cl Q Q i 0 O I Q m N Q N O O Q .- O N I O O O I M M , I NN N r N N I N N I N N N N r I I I I 11 1 I I I I I I I I O M O N NN N r r 00 O O N N O N m m 000000 N N m m Ln inccNN O O O O N N r O N Q Q O O O O m00NN Om O O N N N J J as 3 3 Lo N Q Q co O O O +b r r O O N N O NNr O N J J a a 3 3 O ONN Q O O N N X XLLLL N N r r O O O O N N O M O N J J 3 3 O00O w 00 00 O O M 00NN C0 U O O 00 O O 2 O M O N J J a a 3 3 00 O O 00 00 00 O O N N x xC0C7 D1 T D1 Q m I I I N N Q Q Q O N N m Q 1 uw N '- eR r N M I r h Q Q Q Q Q Q Q Q I N Q N N N N N N N N N I N N N II I N N N N N N N w 1 0 m Q N N N N N N N M I 00 co , N N N N N N O r h O N Q tD 00 O N M I O O N r r r I JJ J J J J J J I J J J J J J J J J J J I J J J 3 3 3 3 3 3 3 3 3 3 3 1 1 O O O O O O O O I M O M N LoN NO ", Lo LoL , N O M cn m ri cn ri ri m cn i I Y 0 0 0 0 0 Dep (17'r•••• jy/ A i I •. N0.22839 m m m m a a a a tE OF ' r oLQ Ri 'D.-'* ,. s.......... rAi AL 11/04/2011 GABLE STUD REINEDRCEMENT DETAIL ASCE 7-05 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = I00, EXPOSURE C, Kzt = 1,00 SYMM ABOUT I DIAGONAL BRACE OPTION 2X4 BRACE GABLE VERTICAL SPACING SFECiES GRADE N BRACES 1) 1X4 "L" BRACE * GROUP A GP.OUP B 1) 2X4 "L" BRACE (2) 2X4 "L" GROUP A GRDUP B GROUP A BRACE *x (1) 2X6 "L' BRACE * GROUP B GROUP A GROUP 3 2) 2X6 "L" BRACE ' GROUP A GRDUP 3 U BRACE IS USED. CONNECT 3X4 1 / #2 3' 5" 5' 11" 6' 0" 7' 0' 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' S" z SPF 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 0' 0" 10' 0" 13' 1" 13' 1" DOUBLE CUT L 1 STUD 3' 4" 4' 10' 4' 10" G' 5" G' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1- 13' 1" J U STANDARD 3' 3" 4' 2" 4' 2" 5' 6" S' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0' 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" S P 2 3 8" 5' ll' 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7„ 6' 7„ 8' 4„ 8' 9" 10' 3" 10' 3' 13, 1" 13' 9„ cu S S S STUD 3' 6" 1 4' 11" 4' 11" 6' 6' 6' 6" 8' 4" 8' 9" 10' 2' 10' 2" 13' 1" 13' 9" U STANDARD 3' 4" 1 4' 3" 4' 3" S' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9' 11' 11" 11' 11" 1 / #2 3' 11" 6' 9" 6' 11" 8' 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" S 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3 12, 3" 4' 0" 4' 0" U STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 2' 3" 4' 0" 14' 0" U i STANDARD 3' 10" 5' 1" 5' i" 6' 9" 1 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 1 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 2' 6" 3' 6" 4' 0" 4' 0" S P 2 4 2" 6' 9„ 1 7' 3„ 8' 0" 1 8' 7„ 9' 6" 10' 3„ 12' 6" 13' 6" 14' 0" 1 14' 0" 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 2' 6" 12' 7" 14' 0" 4' 0" S F S STUD I 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 110' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" G,1 I " 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 / #2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0` 14' 0" 114' 0" Q SPF 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 0' 6" 3' 10" 13' 10" 14' 0" 1 14' 0" U U H S STUD 4' 2" 6' 11" 6' ill 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' ?" 5' 11" 1 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' 8" 1 775' 3' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 4' 0" 14' 0" 14' 0" S 2 4' 7" 7' S" 8' 0" 8' 9" 9' 6" 0' 6" 11' 4" 3' 10" 14' 3 4' S" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6° 14' 0" 4' 0" 14' 0" S S S STUD 4' S" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 1 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" I 10' 9" 12' S" 12' 5" 14' 0" 14' 0" SYMM ABOUT I DIAGONAL BRACE OPTION GROUP A SPRUCE -PINE -FIR HEM -FIR 41 / 42 STANDARD#2 STUD VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL DOUGLAS FIR -LARCH SOUTHERN PINE 3 #3 18" BRACE IS USED. CONNECT 3X4 GR UP B HEM -FIR DIAGONAL BRACE FOR 870# 1 SOUTHERN PINE DOUGLAS FIR -LARCH BRACE AT EACH END. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF -L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR l8" IN TABLE ABOVE, DOUBLE CUT L 1 AS SHOWN) AT UPPER END, CONNECT DIAGONAL AT MIDPOINT E VERTICAL WEB, REFER TO CA WARNING-'s READ AND FOLLOW ALL NOTES ON THIS SHEETI Trusses require extr ane care n fabrlca lin g, handling, shipping, installing and bract Pe follow BCS] (Building Component Safety !n n, by TPI and WTCA) for safety ctic, p i'g these functions. Installers shall pro.de tenpornry bra ting per HCSI. le.s oth top chord sh 11 h p operly attached structural panels and bott n , 1111TH Properly ttached r0al 'I' g. Locations shown for permanent lateral rests t ob br g stalled per BCSI s t' B3 & B7. See this job's generol notes pagef r IM PORTANT xx FURNISH COPY D THIS DESIGN TO INSTALLATION CONTRACTOR , • ITW Building Corpanen to Group Inc. (ITWBCG) shall not be responsible for any deviate - Et Building Components Group Inc. design, any failure to build the truss in onto—once with TPI, — fabricating, handle _ tailing & bracing of trusses. ITWBCG c r pintes a made of 10/18/16GA (W, ` grade 37/40/60 (K/W/H,S) goly, steel, Apply npl.-,— to eachare of truss, positloned and on Joint Details. A seal o this drawing o r page indicates acceptance and professional engineering solely f the truss comp—eat design shown, The suitability and a of this component buildino e the responsibility of the Building Designer per ANST/TPI I Sec. 2. Earth City,MO 63045 ITW-BCG. www.it wbcg.com; TPIr ww.,tpinst.com; WTCA: ww w,sbcindustry.con; ICC, www,ccsa. e. g 2X4 #2N OR BETTER to anarto ed BRACING GROUP SPECIES AND GRADES: GROUP A SPRUCE -PINE -FIR HEM -FIR 41 / 42 STANDARD#2 STUD 3 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 #3 STUD STUD STANDARD STANDARD 3X4 GR UP B HEM -FIR F--#! & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 #1 k2 42 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS -/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PIF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAID, GABLE END SUPPORTS LOAD FROM 4'0' OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG, ATTACHEACH 'L" BRACE WITH 10d NAILS_ 0,128"x 3" rain X FOR (1) "L" BRACE SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" 0 BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" D.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH, GABLE VERTICAL PLATE SIZES inEAMMG+ REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, .AND HEEL PLATES. TICAL LENGTH 1.22839 •; REE ASCE7-05-GABI2030 DATE 1/1/09 DRWG A12030050109 TE OF------. MAX T T LD 60 PST 11 nil M,AX SPACING 24,0" VERTICAL LENGTH NO SPLICE LESS THAN 4' 0' 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN ll' 6" 3X4 GREATER THAN 11' 6" 3,5X4 inEAMMG+ REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, .AND HEEL PLATES. TICAL LENGTH 1.22839 •; REE ASCE7-05-GABI2030 DATE 1/1/09 DRWG A12030050109 TE OF------. MAX T T LD 60 PST 11 nil M,AX SPACING 24,0" T REINEDMEMB GA TR EABEE DETAIL TTTR I_ET-IN VERTICALS GABLE TRUSS PLATE SIZES REFER TO APPROPRIATE ITW GABLE DETAIL FOR MINIMUM PLATE SIZES FOR VERTICAL STUDS, RIGID SHEATHING ERED TRUSS DESIGN FOR PEAK, HEEL PLATES, AL PLATES OVERLAP, USE A AT COVERS THE TOTAL AREA OF PLATES TO SPAN THE WEB, 2 4 *_ 2X4 PRUVIDL CONNLCIIUNS FUR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN ATTACH EACH °T" REINFORCING MEMBER WITH END DRIVEN NAILS: IOd COMMON (0,148'X 3.",MIN) NAILS AT 4' O.C. PLUS 4) NAILS IN TOP AND BOTTOM CHORD, TOENAILED NAILS: 10d COMMON (0.148"x3',MIN) TOENAILS AT 4' D.C. PLUS 4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DEFAIL TO BE USED WITH THE APPROPRIATE ITW GABLE DETAIL FOR ASCE WIND LOAD, ASCE 7-98 LABILE DETAIL DRAWINGS A13015980109, A12015980109, A11015980109, A10015980109, A13030980109, A12030980109, A11030980109, A10030980109 ASCE 7-02 GABLE DETAIL DRAWINGS A13015020109, A.12015020109, A11015020109, A10015020109, A14015020109, A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 GABLE DETAIL DRAWINGS A13015050109, A12015050109, .A11015050109, A10015050109, A14015050109, 413030050109, A12030050103, A11030050109, A10030050109, A14030050109 SEE APPROPRIATE ITW GABLE DETAIL FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. eO- T" REINFORCEMENT ATTACHMENT DETAIL T" REINFORCING "T" REINFORCING MEMBER MEMBER TOENAIL - OR ENDNAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY °T" INCREASE BY LENGTH (BASED ON APPROPRIATE ITW GABLE DETAIL), MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED T" REINF. T AND MRH MBR. SIZE INCREASE 140 MPH 2x4 10L 15 FT 2x6 50 140 MPH 2x4 10 30 FT 2x6 50 X 130 MPH 2x4 10 7. 15 FT 2x6 50 130 MPH 2x4 10 Z 30 FT 2x6 50 'L 120 MPH 2x4 10 7. 15 FT 2x6 50 'L 120 MPH 2x4 10 'L 30 FT 2x6 40 110 MPH 2x4 10 7. i5 FT 2x6 40 % 110 MPH 2x4 10 7 30 FT 2x6 50 'L 100 MPH 2x4 20 Y. 15 FT 2x6 30 'L 100 MPH 2x4 10 30 FT 2x6 40 % 90 MPH 2x4 20 7. 15 FT 2x6 20 C. 90 MPH 2x4 20 7. 30 FT 2x6 30 EX,AMPL E: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT, Kzt = 1.00 GABLE VERTICAL = 24' O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 10% = 110 1) 2X4 "L" BRACE LENGTH = 6' 7' MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 110 x G' 7' = 7' 3' WARNING-- READ AND FOLLOW ALL NOTES ON THIS SHEET' • • Trusses fabricating, handling, I REN LET -IN VERTrequireextremecnshipping, Installing and brat" Refer to —1140- ,.25{ f II BCSI-(B,ldi,g Component Safety ]n for mat on, by TPI oral WTCA) for safety p tices:rlor to p f g h Functi Inst ll shop provide temporary bra, ng per BCSI I -td DATE 1/1/09 t ,t p hold sh Il h e p p ly attached structural pnnetsandbo tt h l havep DRWG GBLLETIN0109nn////TL p ly att ch d r'gd l' g, L tions shown for permanent laterol rests t webstall b ,,%'notallecl per BCSI section B3 & B7, See ths job's general rotes pag f e ling r o IMPORTANT— FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. • U • ITW B Ilding Components Group Inc. (ITWBCG) shall not be responsible For any d t ', th• Building Components Group Inc. de 'g any fa lure to build the truss 'n ca of prma ace with TPI, or Fabricat ng, hand(!, _ g, n st "ling & h—ciog of trusses, ITWBCG connector plates ore made of 20/18/16GA (W,H 53 QL v s• rface37/40/ 0 g.[,, steel, Apply plates to each of truss, pp toned A J.t MAXgraderMTT. LD PSNV[•i'•••••• and :als/r,S) O0 A 1 orBring re il S l this draw. .. cover Pepe do tes acceptance and professional s componently, or the truss component d 'g ho The suitability and u f the component for pRgCi D U R r AC, A N Y b 'Id Is the respons'blty th B t g Designer per ANSI/IPI I S 2, 04 1 1 1 rMAXSPACING 24,0EarthCity. MOfi3045 CITW-13C& ww.w 'twb,gcom TPI-w„w.tpnst,om; wiCA: www sb, ndustry wpm; ICG ww w,iccsnfe.org 11/04/2011 CU WEB BRACE CUBSTITUTI T -BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) [I R, T—BRACE SPECIFIED GN A TRUSS DESIGN BUT AN ALTERNATIVE WEB L —BRACING' ORBBRACINGMETHODISDESIREDL—BRACE NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACTNG, APPLY TO EITHER SIDE OF WEB NARROW FACE, ATTACH WITH 10d BOX OR GUN 0.128"x 3.",MIM NAILS AT 6" O.C, BRACE IS A MINIMUM 807, OE WEB MEMBER LENGTH ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING, T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 DR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWE 2X6 2-2X4(X) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2XG(X) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN X) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE GE WEB. SCAB BRACING APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE, ATTACH WITH 10d BOX OR GUN 0.128"x 3, ",MIM NAILS AT 6" 11 C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB b7l Building Components Group Inc. WARNING— READ .AND FELLOW ALL NOTES ON THIS SHEETI f • .bQ% ; Tr reGu re extreme core'n=,br'cotng, handling, shipping, installing end b g. fer to .andfIIBCSI ""di" Id' g. Comp t S f ty 1 f rmat on, by TPI and WTCA) for safety p p,yor to o g in s nQu provide temporary bracing per BCSI aot d th top chord shall opr properly ttachea structural ponels and batt h snarl Rove property tt h a rigidcoiling Lo t ns shown for permanent lateral restraint f aZ.abgnsialleapewBCSIsc' ns 63 & B7. See ths Cob's generof notes pag f ry .,o 'on, IMPORT ANT -w FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTORe. ITW B Ilding Components Group Inc, (ITWBCG) sholl not be responsible for d on d 'e Y £,'lure to build the truss of ormance with TPI, or Fabricating, handl ng, 5 .,• t Q )RIDt11'ng D /roc ng of trusses. ITWBCGppy pcto plotes are mode of 20/19Po6 'AonedN/S/, s3 'V[„1`.•1 g cie 37/x0/60 (K/W/H S) gaty Ste 1, A ates to each face of truss as s 1 TC TC BC BC T T, LL DL DL LL LD, PSE PSE PSE PSF PSF REE CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 Earth City, MO 63045 Arlon nthDt Ath d g cover dpage g d' '' The t.bi( and npr of mol s c , oneg respon af AL solely f r thet c p t de 'g h n, Tn tab Lty d f the o ponent for any bull d' g s thep s'ti I'ty f the S td' g Designer per ANS'/TPI 1 Se, 2. OV 1 yA, ITw BCG: www t,bcg,co,, TPI ww.tp' st.com; WTCA ww.sbcndustrycom, ICC www.ccsofeorg A41111I D U R, FAC. rSPACING - City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: March 21, 2013, Contact Person: Hue Dinh Contact Phone Number: Contact Fax Number: Contact E-mail Address: hdinhi@cfl.rr.com Building Permit Application Number: 12-554 Project: Single Family Residence Job Address: 2385 The above permit was issued to construct a single-family residence. A revision was approved to remove the kitchen from the plans as you indicated that you would be eating in one of your other buildings facilities. In looking at the code it appears that this revision was granted in error in that the code requires the kitchen to be in the residence itself. The code also requires the installation of a clothes dryer connection. Somehow this was not noticed on the original plans. The installation of the kitchen and clothes dryer will be required. Pease call me if you have any questions or if you would like to me with me next week. Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner I T-- Bl7,ILDlNG 8 Fif.E PREVENTION , DEC 2 7 2011 PERNIiT APPLICATIOR 1 o Application No: Documented_Coostruction Value: Historic District: Yes NoJobAddress: 2 3 CN r4111a' ee to A:12g, saln7 L7W Parcel YD: 2 2- (g D- , 7) - o o o o -- O f e d Zoning: Description of Woirk: cfa-\, itrlkx o- 5'cla Plan Review Contact Person: hLt,, o Tn r N f- _______-__ Title: c - Phone: (Pt0-5B 2 - / 43 Fax: E-mail: Property Owner Information d i n) { CFL, 2 Q, COM Yame Wilk "4114 n vim , .- . Phone: itreet: ?_b4 0-R_n %CS (" n An:e Resident of property? : --- ity, State Zip: L 2 2 7 / Pn DContractorInformation T 7K e Phone: 3_ trees: i 2" e7) nnj'ri o_.. GT Fax: ity, State Zip: State License No.: CCTG4 r2 Architect/Engineer Information Tame: L E KLaj" 2A'NCT Prone: xect: 662 L41 . l lLkr s ., v Fax: ity, St, Zip: nntin, f- ,D,, ` Sr"(' '-; { E-mail: nding Company: -- RLA ' Mortgage Lender: idress: Address: PERMIT INFORMATION ilding Permit care Footage: Xfrj Construction Type:Y _ No. of Stories: of Dwelling Units: _ 4 1 Flood Zone: ctrical P Y Service - No. of AMPS: ehanical 0 (Duct layout required for new systerns) Plumbing '" New Construction. - No, of Fixtures: 3 Fire Sprinkler/Alarm 13 No. of heads: - uciovy I'Mue-io-odtaina permit todo t1 e work and -installations as mdicatett--1 cern>y tr a n4 -- work or installation has co mznezicecl prior 'to the issuance of `a odmit 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 forego inginformation 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 NOTICKOF COMMENCEMENT bV Y RESULT IN YOUR PAY[NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST' INSPECTION. IF YOU .INTEND TO OBTAIN FINANCING, CONSULT WITH YOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 W additional permits required from other governmental entities such as water management districts, state agencies; or federal agencies. Acceptance of permit isver fication. that I will notify the owner of the property of the requirements of FloridaLienLaw, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the execu#ed contract is required in order to calculate a plan review charge. Ifthe executed contract is not submitted, we reserve the'. right, to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed, the, ; documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. oignarure or uwnervAgent rmu uwnenr genr s tvarne Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: 3OMMENTS: ev 11.08 UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER.: ME= 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT YCONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (HMD Enterprises I PROPERTY ADDRESS: 238S -Narcissus Ave Sanford, FL 32771 LOT: 18 BLOCK: SUBDIVISION: PERMIT #:.59-S2-1,384296 APPLICATION # : AP1056328 DATE PAID: FEE PAID:_ RECEIPT #:_ DOCUMENT #: PR864499 PROPERTY ID #: 22-19-30-5ad-0000-0180 [ SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD new Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 150 ] GALLONS DOSING TANK CAPACITY [50.00 ]G=ALLONS @[ 4 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 250 ] SQUARE FEET drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ) BED ( ] N F LOCATION OF BENCHMARK: Orange nail in tree I ELEVATION OF PROPOSED SYSTEM SITE [ 10.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.00 ]t INCHES FT ]( ABOVE BELOW] BENCHMARK/REFERENCE POINT L D F O T H E R ILL REQUIRED: [ 36.001 INCHES EXCAVATION REQUIRED: t U.UU 1 1NL;HN i This permit is for a 1 bedroom, 1120 sq ft total building/living area home. Waterline inspection required for construction approval. If water line is within 2-10 ft of the system, must be schedule 40 PVC or stronger, or be sleeved within a similar material pipe and sealed with a water proof sealant. Under no circumstances may the system be closer than 2' to the. potable water line. Potable water lines within 2-5 ft of the drainfield shall not be located at an elevation lower than the drainfield absorption surface. No other interior or exterior renovations, alterations or additions are to be done under this permit. (Comments Continued on Page 2.) SPECIFICATIONS BY: Jerry J Henkins TITLE: APPROVED BY: TITLE: ` S SenllnOle CHD Jerry J e id DATE ISSUED: 01/24/2012 EXPIRATION DATE: 07/24/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 DOCUMENT #: PR864499 This permit CAN be used to obtain a building permit. Requires Oft shoulders with 2:1 slopes for sod/5:1 for seed and straw, remove "o" horizon from beneath shoulders and side slope areas. Audio and visual alarms must be installed and working for final inspection. Do NOT obstruct system with walkway/driveway; final inspection after walkway/driveway are in place. An approved outlet filter must be installed in tank. Building construction and lot grading must be in compliance. Mound can not cause flooding onto adjacent properties. I NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. Truss Fabricator: Accu -Span Truss Conpany Job Identification: 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL Truss Count: 9 Model Code: Florida Building Code 2007 and 2009 Supplement Truss Criteria:. FBC2007Res/TPI-2002(STD) Engineering Software: Alpine Software, Version 10.03. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: " Roof 37.0 PSF g 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-05 -Closed Notes: 1. Deternination as•to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date sham on this index sheet nust:nitch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber`is preceded by: HCUSR408 Details: A1203005-OBLLETIN-BRCLBSUB- 1 a oq•-u . , isua we .r ivgi; ;t.- .., 81985.=PB 1;1308103 ,11%04/1.1. 81986==PB1 ,,. 11308104 =11%04/1.1 a No.22839 s a ; flu Walter P. Finn Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 OFFICE PERMIT ## la - J" - ITW Building Components Group, Ir 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:1 UGR408-ZO504142002 Truss Fabricator: Accu -Span Truss Conpany Job Identification: 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL Truss Count: 9 Model Code: Florida Building Code 2007 and 2009 Supplement Truss Criteria:. FBC2007Res/TPI-2002(STD) Engineering Software: Alpine Software, Version 10.03. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: " Roof 37.0 PSF g 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-05 -Closed Notes: 1. Deternination as•to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date sham on this index sheet nust:nitch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber`is preceded by: HCUSR408 Details: A1203005-OBLLETIN-BRCLBSUB- 1 a oq•-u . , isua we .r ivgi; ;t.- .., 81985.=PB 1;1308103 ,11%04/1.1. 81986==PB1 ,,. 11308104 =11%04/1.1 a No.22839 s a ; flu Walter P. Finn Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 Z/b/-/Nayaram KeSlaence -- ZJUI NarcISSUS Ave. DANrUKU, rL 3Z//I - I - Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: Left and right cantilevers are exposed to wind Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 16.89 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. 12-0-0 o s o -o 4-0-0 _I 3X4(A1) = 3X4(A1) L, 14-0-0 28-0-0 Over 2 Supports R=1210 U=234 W=4.5" RL=380/-380 R=182 W=4.5" Design Crit: FBC2007Res/TPI-200 TDk' PLT TYP. Wave FT/RT=20% 0% /10 ; 10 WARNING`" READ AND FOLLOW ALL NOTES ON THIS SHEETI e IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T' Trusses require extrema c n febr icer i ng, handlIrg, snipping, telling eM bre g Romer t i -latest etlition ofrBCSI (Bulltli ng Component S—ty Information, by TPI and A) for. eT Pre prior to performing these functions. Installers shell provide temporary br ng per CS .. TEUnlessnotetlotherwise, top chord shall have properly ettec hetl structural sheathing e tl w shell have a properly attached rigid ceiling. L.—I.— shown for permanent lateral r of abs shell have brecing instellad per SCSI sections 83, B] or 810. es eppli—bl.. / OALPINETWB.11di g Dampanante Group Inc. (ITWBGG) shall net be responsible Tor any deviation eabg -ORy. any failure to bulltl the truss in conTormence with ANSI/TPI 1, or for hentlling, shippin I • i •1 brecing or trusses. Apply plates to each face of i uss Intl position as shown above endgon t • f V.YW.e Details, un lose noted otherwise. Refer to drawings r 180A -E for s ,lard plate Positions. A a { I Bull din components Grou nC, drawing or c.. r page listing this drawing, indicates Icc,pt,neetof Pro,...I , engineering a ! V L8PPeapons..... ty solely ror the design shown. The s tabu ity end u of this design for any s Haines City, FL 33844 the fespons'bility of the Building Designer per ANSI/TPI 1 Sec.2. sFor mo inrormeclon see: -r— Th t,% ftimwb general notes Peg.; ITW-BCG: wew.itwbcg.com; TPI: www. tpinst.org; WTCA: www.sbcindustry.tom; FL COA #0 278 ICC: www. leoaere.arg 2 11/04/2011 3 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R408-- 81978 DATE 11/04/11 D RW HCUSR408 11308096 HC -ENG KD/WPF SEAN- 202332 FROM RF JREF- 1UGR408_ZO5 2757-/Navaram Residence -- ZJ51 Narcissus Ave. SANFUNU, FL 31//1 - Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.125' Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.125' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.14" due to live load and 0.13' due to dead load. Deflection meets L/240 live and L/180 total load. 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 16.76 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. _ Bottom chord checked for 10.00 psf non -concurrent live load. 6X8(**) % 6X8(**) I ?,—o—o 14-0-0 14- F-= 28-0-0 Over 2 Supports R=1224 U=224 W=8" RL=375/-375 Design Crit: FBC2007Res/TPI-200 TD,' PLT TYP. Wave FT/RT=20% O% /10 10 WARNING' READ ANO FOLLOW ALL NOTES ON THIS SHEETI • IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme e e 1n fabrl eat i no, handling, shipping, installing and br n* R far t follow the latest etl it ion of rBCSI (Builtl ing Component Safety Information, by TPI and A) fol aef practices prior to pa rforming these functions. Installers shall provitle temporary br no pe r••BC Un.... noted otherwise, tap ch . shell have properly at ached at ructural .heething a b2AM rd shall have a properly attached rigid ceiling. L...tionstsh..n for permanent lateral r rel m web! shell have bracing installed per SCSI sections 83, 37 or B10, as applicable. Ai ALPINE ITW Builtling Components Group Inc. (ITWBCG) shell n t be responsible for any deviation • any failure to build the truas in conformance .ith ANSI/TPI 1, or for handling, .hipping, I,— of rue Apprwisely plates to each fa.. of truss and position es shown above e.d on Details, ..te an ted othe. Refer to drawing. 16DA-2 for standard plate poaiticns. A s I 6ulldln Com .ants Grou nC. drawing or ... r page hating Chia Crewing, Indicates acceptance of profe.slonal engineering 8 P esPansib i lity solely for the design shown. The eultabil ity and u of thla design for any s HanesCity, FL 33844 nhe reaponaiblllty bf the Building D.eig1.r p.r ANSI TPI 1 Sat z. aFor b e infbrmetio, sae: Thil jai FL COA F 233 gena rel nota page; glTW- BCG: wwa.ltwbcg.... TPI: www.tpinst.org; WTCA: www.abclndustry.com; ICC: www. I.... fa.or z -o -o R=RP24 W=8" 18714 Ef1.2', aE OF I R1 •' AL 11/04/2011 12-0-0 3 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R408-- 81979 DATE 11/04/11 D RW HCUSR408 11308097 HC -ENG KD/WPF SEAN- 202449 FROM RF JREF- 1UGR408_ZO5 kL/5/-/INayaram Keslaence -- L3ul Narcissus mve. JHrvr UKlJ, rL 34//I - UA) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: :Stack Chord SC2 2x4 SP #2 Dense: Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.26" due to live load and 0.20" due to dead load. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area fusing 3x6. Deflection meets L/240 live and L/180 total load. 6X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 16.83 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. See DWGS A12030050109 & GBLLETIN0109 for more requirements. a) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purlins to brace TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 12-0-0 3X4% 3X4(F6) 8X8 (H) !r-- 8X8(F6) s IE 3-11-8 —1 1— 3-11-8 _J 04 _0T 23-4-0 Z C}0 11-8-0 11-8-0 14-0-014-0-0 28-0-0 Over 2 Supports — R=1701 U=218 W=8" ` p R=1e1 bW=8" RL=364/-363 ; 00.• Note: All Plates Are 1.5X4 Except As Shown. , lrIV L'•. Design Crit: FBC2007Res/TPI-200 TD ,•• PLT TYP. Wave FT/RT=20%(0%)/10 10 21•, TY:1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEETI • TC LL 20.0 PSF REF R408-- 81980IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. y • Trusses require extreme ca a in fabricating, handling, shipping. Installing and br n i R`Ter t fallow the latest etliti on ofrBCSI '(Bu ild ing Component Safety Information, by TPI end A) fog• aef a TC DL 7 . 0 PSF DATE 11/04/11 practices prior to pe rfo 'ming these fund ions. Installers shall provide temporary br no Per••BCS ._ Unlem noted ath.%7:., top char° :heli have properly attach°d structural sheathing is 999^^^ h rd Wy+ 6•+. j 1 YIYar' •e BC DL 10.0 PSF DRW HCUSR408 11308098shellhaveaproperlyattachedrigidceiling. Locations shown for permanent lateral r rebs ALPINE° shall hove bracing Installed par SCSI aectic. 83, BT or B10, as applicable. ITW Buildirg Components Group Inc. (ITABCG) shell not be responsible for any deviation gig 0 R 1 BC LL 0.0 PSF HC -ENG KD/WPF nanyfelluretobuildthetrussInconformancewithANSI/TPI 1, or for handling, shippil 4 sa• 2ulldilng bracing of trusses. Apply plate, to Bath feta oft .as and position as shown ab— a- o Deiaila, unless rated otherwise. Refer to drawings'16OA-Z for standard plate positions. ons TOT. LD. 37.0 PSF S EQN - 202351 Com On•ne• i]roY nC. P p wing ar c°" r page listing this drawing' Idicates a°°aptan`e of professional anginaerirg esponsibll ity eo la ly for the design shown. Ths suitability and a of this design for any s —t For tThls A DUR. FAC. 1.25 FROM RF Haines City, FL 33844 the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. more information se . Job general n s page; ITY-BCG: www.itwbcg.com: TPI: www. tpinst.org; WTCA: www. sbclnduetry.eom; aaefa.prg 04 201) SPACING 24.0 " J RE F - 1 UGR408 Z05FLCOA#0278 ICC: www. Z/S/-/Nayaram Residence -- Z36-1 Narcissus Ave. JANrUKU, tL 3Z//"I - to Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP #2 Dense: 120 mph wind, 16.83 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Gable end supports 8" max rake overhang. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS, BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 9 r 3X6(C6) 5X6 3X4,1 + 3X4= 3X4(C6) 0 87AJ 3 04 ai- 5X1O(R1) /// 5X6= 23-4-0 5X6 3X4= + 28-0-0 Over 2 Supports THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQU B RELD Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Left and right cantilevers are exposed to wind Roof overhang supports 2.00 psf soffit load. See DWGS A12030050109 & GBLLETIN0109 for more requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. R=1761 U=219 W=4.5" RL=362/-362 Note: All Plates Are 1.5X4 Except As Shown. AT' Design Crit: FBC2007Res/TPI-200 9 3X4o 12-0-0 3X4(C6) 3X6(C6) ue58 a 3-11-8 1R1 y W=4.5 " PLT TYP. Wave FT/RT=20% O% /10 10111ji. 2$STY: 1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEETI ` TC L L 20.0 PSFIMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • REF R408-- 81981 T...... require extrem. car. in fabricating, hentlling, shipping, installingantl br * N$fsr to a follow the latest aditio of BCSI (Building Component Safety Inform.tlmn, by TPI antl CA) Po• sof y \ .. TC DL 7 .0 PSF DATE 11/04/11 practices prior to performing tM1ese Tuncti ons. Installers shall provide temporary b Ing Pe,•• BC Unless notal otnerwi.., top cM1.rtl L.l I have properly ettachetl atructurel sheathing . D nf M1 rtl aF : /tiy BC DL 10.0 PSF DRW HCUSR408 11308099Itneve . properly attached rigid ceiling. L...tion. eh—h for permanent lateral rep • • shell hove bracing installed par BCSI section. 83, 117 or BIG, e. applicable. ALPINE ITW B.Ildin cam encs ore Inc. (ITWBCG .hell not bs r ibis for d—ishan BC LL 0.0 PSF HC—ENG KD/WPF g pon .p ) 1, 1, any g •e• any failure to build [ha truss in eonformence with ANSI/TPI 1, or for M1entlling, .nipping, Aa Y RI •e• br.cing of true s. Apply plat.. to ..ch lac. of crus. Ind po,it— a, shorn above and on ••a WM••• TOT. LD. 37.0 PSF S EQN - 202345Detail., unl...s noted otherwise. Refer to Crewing. 16DA-Z for standard plate positions. dr..ing or ..v r p.g. listing this drawing, indicate. .... pt ... I of prof...ional .r9i.... ing /nIIF DUR .FAC 1.25 FROM RF71BuildingComponentsGroupne. ..Pon.ibI 1, ty .o„ly for the assign shown. Ths . tabn Ity and u or this tle.ign for any . HainesCi}. FL 33844 the responsibletr of the 9.riding De ig..r par ANSI/TPI 1 Sat.2. yFor mo information s. iThis j. general rests pegs; ITW-BCG: wrr.itwbcg.omm; TPI; revw.tpinst.org; MICA; www.sbcindmtry.com; 11/04/2011 SPACING 24.0” JREF- 1UGR408 Z05FLCOA #0 278 1..; www. I«+ere..rg Z/b/-/Navaram Residence -- ZJ81 Narcissus Ave. SANFUHU, VL 3Z//1 - A) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.13" due to live load and 0.12" due to dead load. Deflection meets L/240 live and L/180 total load. NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 15.93 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 9.00 ft fromroof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.93 ft. from roof edge. Stacked member to be laterally braced to prevent racking. 3X4,1 3X10= 3X10= 3X4 6X8(**) % 6X8(**) 12-0-0 E29L i L34512-11-1(#9 4 4-4-0 §-0 35 _I_ 4-9-13 _O 42 0- EE 7-1-8 1 6-10-8 T 6-10-8 1 7-1-8 28-0-0 Over 2 Supports $ D R=1220 U=0 W=8" e+ 1 12W=8" RL=321 /-321 *• ;c"E tv•$••••a Note: All Plates Are 1.5X4 Except As Shown. r ••• Design Crit: FBC2007Res/TPI-2002 TO PLT TYP. Wave FT/RT=20% O% /10 1 10 .21% TY:11 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING"" REAO AND FOLLOW ALL NOTES ON THIS SHEETI • • TC LL 20 . 0 PSF "IMPORTANT'. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. REF R408-- 81982 f Truaaea require extreme care in fabricating, hantlling, ahipping, installing entl bre g. RNer t a fplldw the leteat Iditian If BCSI (6uildmq Component Safety Inrormetlpn, by TPI entl A) far fere TC DL 7 .0 PSF DATE 11/04/11 practice. prior to performing these functions. 1--11— shall provide iemporery bre g per CCS . TE d FUnlessnoietlocherwiae, top _—dshell hove properly Itaatructurel eheething e o tl •.( I BC DL 10.0 PSF DRW HCUSR408 11306100shellhaveaproperlyattachedrlgltlceiling. Locetionsh.— ts hown for permanent laierel re 1• abs shall have bre.1.9 installed per BCSI —to... 63, 67 or 610, as applidable. BC LL 0 . 0 PSF HC -ENG KD/WPFALPINETwBuildingLomponentaGroupInc. tITN6cG) shall net e.ppn.ible any tlavieclpn 1'.gn Q R ,O•a'•' any fel lure to bui Id the truaa in conformance with ANSI/TPI 1, or for hentll ing, ahipping, I I 6 ••••. bracing of trod s. Apply platen to each race pr trona and P..itlon e. shown above end an t TOT . LD . 37 .0 PSF S EQN - 202458Dexaila, unl eaaanoted otha rwlae. Refer to drawing. 16OA-Z far ateMartl place p. iclons. A a t n L71ftildingComonenbGroune. crewing pr t„ pa g. ''ting this drawing, i"diet'' ....°tante df pror...id"" a + 1f DUR.FAC. 1 .25 FROM RFPpeeponslbllitysolelyforiM1edesignshown. The cul taDllity and u of this tle.i, for any . Haines City, FL 33844 zhe reeponalbuicy er the Building Designer par ANSI/TPI 1 sat.z. aFdr ma nfarmetldn .e Th . ;ab'a .11/04/2011generalnotespeg.; ITN-6CG: www.twbc g.com; TPI: www.tpinst.org; BTCA: www.abcintluetry.tom; FL COA a0 278 ICC: www.Ittaaf —g SPAC I NG 24.0" JREF- 1 UGR408_ZO5 Z10/-/Navaram Kesloence -- csol Narcissus mve. JHNrVKU, rL. 3L//I - of Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.993' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.14" due to live load and 0.13" due to dead load. Deflection meets L/240 live and L/180 total load. Stacked member to be laterally braced to prevent racking. Collar -tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. 4X10 4X6--- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 16.08 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 9.00 ft fromroof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1,00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.04 ft. from roof edge. 4M% 4X10= 1.5X4(**) 1 .5X4(**) of 5X60 3 5X6, 3X4% 1 3X14 5X6= 9 — 4.5 3X4. 55 79 3X4 12-0-01 .5X4 (* *) + 1.5X4(**) /// 6X8(**) 6X8(**) o 3-41; , — 31_ 5-5-0 _?0-2211$33.0 5-5-0 31 1115-1,10 11-2-0 2-10-0 12-10-0 1 28-0-0 Over 2 Supports R=1222 U=194 W=8" 1/ =194 W=8" RL=308/-308 .V a••••••,,., %/ Note: All Plates Are 1.5X4 Except As Shown. ; •CiE •.•T i Design Crit: FBC2007Res/TPI-200 STD $ PLT TYP. Wave FT/RT=20% O% /10 1 %A3:jj 4.A QTY:5 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET ITC LL 20.0 PSF REF R408-- 81983IMPORTANT'. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Tru.saa raqulre extreme caro in (S.IIdIrgC hantlling, shipping, Installing ane b I safer to a TC DL 7.0 PSF DATE 11/04/11t. follow hlatest atlition of 13C51 (Building Component Safety Information, by TPI a iIr sef y prectice. prior to p.rforming th.se functions. Instal l'e rs shall pro"Id, tempo ... y Ing p& BC I Unless _ is otherwise, tap mare shell have properly ettetMtl structural ,haething m c r. TE OF BC DL 10.0 PSF DRW HCUSR408 11308101shallneveaproperlyatti,ad rigid ceiling. Locations shown for permanent lateral : e hall have bracing inatallad par SCSI ee°tlans 63, BT or 1310, as applicable. a BC LL 0.0 PSF HC -ENG KD/WPFALPINEITWBulltlingComponentsGroupInc. (ITWBCG) shall not be responsible for any a at" • a e O eanyfailuretobuildthetrussinconformsncewithANSI/TPI 1, or for hentlling, shipping r1s T1 f1 il! a ` bracing of true s. Apply plata. to oath face of true, and poslticn ee shown .b—. and o • • yM•• TOT. LD. 37.0 PSF SEQN - 202441 Detalle, unl e.sanoted otherwise. Refer to drawings 180A -Z for standard plate po.i[iona. I Bulldin Com onenes Grou ne, e`awlrg r page listing tnI, drawing, indi'ate, acpeptant. of prmf..,ian.l .ngi...ring e A` , DU R .FAC . 1.25 FROM RF8PPa.v.nalbu icy ,.idly for ue de.lgn an.wn. Tna a.ltabir ty and " or chi. de,lgn for any , Hames C) FL 33844 the resp °.. iblllty of the Bulltling Designer per ANSI/TPI 1 Sea.2. 9For aor information see: tThis g.r.raI nota, peg.; ITW-BCG: www.ltwbcg.com; TPI: www.tpinst.org; WTCA: www.sbolndustry —si; 11/O4'2011 S PAC I NG 24.0" J RE F - 1 UGR408_ZO5FLCOA#0278 1CC: www.ltt..fa..rg L/b/-/Navaram Kesiaence -- zjui Narcissus Ave. Z.ANPUKU, rL 3L//1 - U) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4, W7 2x4 SP #2 Dense: Lt Wedge 2x6 SP #2::Rt Wedge 2x6 SP #2: Left and right cantilevers are exposed to wind Roof overhang supports 2.00 psf soffit load. a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MRS loads based on trusses located at least 8.04 ft. from roof edge. Stacked member to be laterally braced to prevent racking. 4 X 6 5X6= 1.5X4111 1 .5X4 4X6% 1.5X4111 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 16.08 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 9.00 ft fromroof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Collar -tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. 1 .5X4 41 5X60 5X6 1 .5X4 W 1 .5X4(**) p 1.5X4(*') 0 8( a — 0 a)(a) 9 9 1 .5X4iir 1 5X4(**) IF 12-0-0 3X8111 5X6= 5X8= 1 .5X4(**) 0 3X4 (Al = 3X4 (Al 3X8 III 1-23-4-53-4-5 2-1—z 5-5-1 6-3-0 5-5-1 2 11-2-0 5-9-12 11-0-4 28-0-0 Over 2 Supports R=1205 U=198 W=4.5" P1 =198 W=4.5" RL=308/-308 j N•`, c•g•s• Design Crit: FBC2007Res/TPI -200 S )' PLT TYP. Wave FT/RT=2096 096 /10 ii 1 Q.03 4. 1 QTY:3 FL/ -/5/-/-/R/- Scale =.1875"/Ft. WARNING`" READ AND FOLLOW ALL NOTES ON THIS SHEET) FV 4AL040• IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. TC LL 20.0 PSF REF R408-- 81984 Tru..D9 Ire eztreme e e In febrlcetin hendlin shl g ' requ o, g, Aping, insta111n eon •Bator to nd rallow Lha letaat aajuon orrecsl (Bullding Component Safety Information, by TPI a ' W7iB•) ;pr aeT ty : TC DL 7.0 PSF DATE 11/04/11 Pr'ctices prior to pa rro rming these r—tions. Installers shall provide tamporery ei ng ptr B Unla.. oared otMrwisa, tap chard ahel I have properly etteihad at ... t ... I aheething d c TE OF i' log. Latations BC DL 10.0 PSF DRW HCUSR408 11308102 ALP I NE shell have a properly ettechad rigid call shown for permanent lateral : shall h.va bracing Installed par SCSI sections B3, 87 or B10, es applicable. • •[I• ITN Building Cwnp... nt. Group Inc. (ITWBCG) shall not be responsible for any di—i- 42 v BC LL 0.0 PSF HC—ENG KD/WPF any fellura to build the cru.. in conformance with ANSI/TPI 1, or for handling , ah ippi •.• Bit? • Gracing of irusa a. Apply pletea to each fate of tri.. and pe.itien .s .haws .have end Details, unle.. noted othamil Refer to drawing. 18OA-Z for standard pier. positions. dr.wing or cover page listing thi. drawing, indict.. ....pt.nc. .1 prof...ien.l engina.rin fp' / e TOT. LD 37.0 PSF SEQN- 202412 OUR. FAC . 1.25 FROM RFIBuildingComponentsne. 8 P P respanaibility solely for the da.ign shown. Th...it.Gllity end u. of thio deign far any . Y Haines Ci FL 33844 the res panaibility of the Building D..ign.r per ANSI/TPI 1 S-2, For mora inrcrmetian sa.: Thi ' tlA general notes pegs; ITW-BCG: www.i[wbcg.com; TPI: wew.epinst.org; WTCA: waw..bcindustry.com; 11/04/2011 SPACING 24.0" JREF— 1 UGR408_Z05IFLCOAa02781CC: www.l....f..org 2757-/Navaram Residence -- 2381 Narcissus Ave. SANFORD, FL 32771 - PB) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 120 mph wind, 23.84 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 9.00 ft from roof ede, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=2.0 psf. Iw=1.00 GCpi+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Refer to DWG PB1200310 for piggyback details. 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 pif at -1.00 to 57 plf at 6.65 TC- From 57 pif at 6.65 to 57 pif at 14.53 BC- From 5 pif at -1.00 to 5 pif at 0.00 BC- From 4 pif at 0.00 to 4 pif at 13.31 BC- From 5 pif at 13.31 to 5 pif at 14.53 Roof overhang supports 2.00 psf soffit load. In lieu of rigid ceiling use purlins to brace BC 0 24" OC. MWFRS loads based on trusses located at least 11.92 ft. from roof edge. 2X4(Al) = I . 3^4 III I . 0l14 III I . DA4 III 2X4 (Al ) 21-5-0 13:-2-11,1.52-1-12-2-0-0-----2-0-0-12-0-0-X12-0-0--"2-0-0--Bi-J 1-z-11 6-7-13 _1_ 6-7-13 _I 13-3-11 Over 8 Supports R=214 U=54 W=3.511 R=46 U=30 W=3.5" R=28 Rw=32 U=4 R W=3.5" RL=201 /-201 R=149 U=115 W=3.511 R=109 U=0 W=3.511 We 3. a• U . 511 Design Crit: FBC2007Res/TP1-200 STII3'•`' PLT TYP. Wave FT/RT=20% 0% /10 ) 1 03 4. 1 QTY: 11 FL/ -/5/-/-/R/- Scale=.37511/Ft. WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEETI • • IMPORTANT'. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS, j TC LL 20.0 PSF REF R408-- 81 985 Trusses xt . e e in febricetirequirea rg, he ntll ing, shipping, ins telling entl . •Refer t ntl foI low the le=eat edition IfrSCSI (Building CgmPonent Safety Information, by TPI a W1>6L> {Pr ser ay ; TC DL 7.0 PSF DATE 11/04/11 practices prior to performing these functions. Installers shall provide temp11a1y.i19I:1:--r B Un lea, noted I --i se, top chord ah,I I nava pl-oper I 1-111-dat ruttureI ah-hirg c ; TE OF BC DL 10.0 PSF DRWatoIfhoveaproperly --hod rigid ceiling. L ... tlons shown for permanent I- ... I • HCUSR408 11308103 shell have breeing Installed per SCSI sections 63. B] or B10, as oppli-bl- • • fIy BC LL 0.0 PSF HC KD/WPFALPINEITWBuildingComponentsGroupInc. (ITWBCG) ah,11 not be reapcn,ibla for any deviat ENG nn RanyfailuretobulidthetrussmconformancewithANSI/TPI 1, or for h,rdlmg, ahipw .• 71Buildinig, bracing of trusses. Apply plates is each feta of truss end position ea shoe. above antl ex a •1O.• /, Detei le, unl esa n,t,d otherwise. Refer to drawing, 160A -Z for stontlartl plate positions. v( I _w'i TOT. 37.0 PSF SEQN - 202219 1.25 F ROM RFComOnSntWGroun0PP dr,wing or.over peg, listing this drawing, intllcet......pt,.ce.1 r.f...I. el engir-i. e' yLDUR.FAC. resPanaibl.icy solely for the d,aign shown. The ault,bility and us of thi, d,aign for any , ip1 Haines City, FL 33844 genera 1p- ibil ity of th, Building D,aign,r per ANSI/TPI 1 Sec.2. For m r, Information se . Th, s pegs; ITW-BCG: www.itwbcg.com; TPI: www.tpinat.org; WTCA: www.abcind-ry.eom; 11/04/2011 SPACING 24.0 " J RE F - 1 UGR408 Z05FLCOA #0 278 cc: www. laoaefe.e rg kL/5/-/Navaram meslaence -- zius narcissus Ave. JHNI-UKU, I -L. 3L//I - rul) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 120 mph wind, 22.44 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=2.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Refer to DWG PB1200310 for piggyback details. 4X6= THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 pif at 0.00 to 57 pif at 3.13 TC- From 57 plf at 3.13 to 57 plf at 6.25 BC- From 4 pif at 0.00 to 4 plf at 6.25 Deflection meets L/240 live and L/180 total load. 9 9 Z1 -3-A 2 4(Al) = 1 .5X4 III 2X4 (Al 1, 2-5-0— 1_ 2-5-0 _1_ 2-5-0 i6-3-0 Over 3 Supports R=-2 Rw=52 U=49 W=5.833" R=-2 Rw=12 U=9 RL=65/-65 R=74 PLF U=39 PLF W=4-10-0 Design Crit: FBC2007Res/TPI-200 TD}' PLT TYP. Wave FT/RT=20% O% /10 : 11 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Tr..... require extreme e e in fabricet i,g, handling, chipping, inctelling end b I* ®far t follow the latest etlit i on ofSCSI(Building Component Safety Information, by TPI end CA) f4 .ef o practices prior to performing these functions. Inst.11ars shall provide t.nporery b i g pa. BC Unless n.tetl otherwise, top chord shell have properly attached structural sheathing b, 0. rd shall have a properly attached rigid cel ling. locations shown for perms ... t lateral t shall have ere.ing installed per SCSI ...tions 83, 87 or 810, es eppllcabl.. ALPI NE ITW 8.1 Idmg Components Group Inc. (ITWBCG) .hall not be r.spancibla for any daviatia any failure to build the truss in _f orme nce with ANSI/TPI 1, ar for hentlling, shipping, r I bracing of trusses. Apply plates to each face of truss and Positlon es shown above end on 11t— Is, unle.s noted otherwise. Refer to drawings i80A-E for stentlard plate positions. A I Buildin Com onentW Gnu nc. drawing o, .o, r p.ga ii ting this drawing. Ind —t.. ....Pte nue of profeselonal —91.... 1. 8 P P .spa nibility s.lely for the tles ign .hewn. Th, suitability and u of this deign Tor any ctru Haines City, FL 33844 uhe .•'pons lbi Fity .f th. Building Designer per ANSI/TPI 1 S...z. •For mo information Thi e ; FL COA F 2%8 SICC:fe,I no safe. orgI TW -BCG: www. i twbcg.com; TPI: www. tp i nst.org; WTCA: www.ab. i ndusiry.com; 1.62,S5B4.2' d TE OF p R1ID ., X00H igIV^eet 11/04/2011 8 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0,0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.011 Scale=.5"/Ft. REF R408-- 81986 DATE 11/04/11 DRW HCUSR408 11308104 HC -ENG KD/WPF SEQN- 202222 FROM RF JREF- 1UGR408_ZO5 I I I I u I I u I I n I I n I I n I I u I u I I n I I II I I 11 I I II I W II 1 N J I I O a I II I I 11 I II I I 11 I I II 1 I II I I II I I 11 I I II I 11 I IIIW11 I I Z II Z i I G II 36 t N it X J LU u a 1 Q W II W Q 11 Z N II C 'ii I \ O II I I J II n U II 3p I n • • it L) LLI + N d II W 11 m C Q O N Lm W 11 m N II 2 w I O II (I I II II Q O II 2 11 W J CL 11CLII m x I II H I Z II CZIIO W I n a a II NII I II O n a wI n u a ry it N N I n u F- LLJ aa 0 11 4t oI W Q it 7 Q ixo O_' V II d G 11 N N a z 11 w H3 ii HO nII 1 1 I 1 I 1 1 1 I I I i i I I 1 I 1 1 I I I I 1 1 I 1 I I 1 1 I I i I I 1 I I 1 1 I I I I I I r I I I 1 I 1 I 1 I I I I I 1 I I I I I 1 1 I I 1 1 I I I I 1 I 1 1 1 I I I 1 I I I I 1 I I I 1 I I I I 1 I I I 1 I I I I 1 I I I 1 I I I 1 I 1 I 1 1 I 1 0 0 I v V I 00 O I -w Q Of O) aN RN O rA I'w L2 O O R r• W N 1 I O Q7 I Q7 T I M M I I I ta7 '- M I r R N I r I r I N N I N N I N N I N N I I I I I I I I I I I I I I I I I I I I I I I I O ON 2 C-4 0 co r r O M O N O 00 O O o 00 00NN Q a NN N r Cj co 00 N N O N J J 3 3 Sg0 00 00 00 08O N co00 m m O N J J 3 oLn J J 3 3 oLO V R O O O O O ONN LL LL JJJJ 99 S oS R -r O O O O N N x xLLLL C VNN I1 0 0 I O <D O) 00 N O C I w I I r C C O N o I o I III I N e- t•- - N I M I I I I 1 I I 00 I 0 1 1 I nrnnnnnn i .-n i O O I D I Q Q Q {} I N [F N 1 2 I r r 1 I N N N N N N N N N N N I I 1 O MI 1 O M I 1 I I N N N N N N N CO 1 0 00 R I pp MOM I O M I O M I N N N N N N N M 1 0 0 f0 I I N N N N N N N N I O n n I O r I O n I O N S to w O N M I O O o I N N I r 1 I I 1 i I J J I I J J I I I I J J J J J J J J I J J J J J I J J I J J J J J J J J I J J J I 93 3 3 II 3 3 3 3 3 3 3 3 3 3 3 i I I I 00 I 10 0 t I I O O O O O O O O I M O M I SS So SSU -SM 1uLf -Oj- i O OD I w w I t M M M M M M M M I t 1 1 II 0 0 0 0 0 0 0 0 0 0 Q7•r•••••• O O 10 0: M M M M M c I • tt s ••' N N OD CO M M M M M M M (•tO fO I N N r i No. 22839 I 1 t • r cDc aaaa aF tI v L 0 RIS ••' Alim 11/04/2011 GABLE STUD REINFORCEMENT DETAIL ASCE 7-05 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1,00, EXPOSURE C, Kzt = 100 2X4 BRACE GABLE VERTICAL SPACING SPECIES I GRADE NO BRACES 1) IX4 'L' BRACE + GROUP A GROUP B 1) 2X4 "L" BRACE (2) 2X4 'L' BRACE *M (1) 2X6 "L" BRACE a GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 2) 2X6 'L" BRACE GROUP A GROUP B L LESS THAN 11' 6' I— 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2' 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" Z P 3 3' 4" 4' 11" 4' il" 6' S" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" LLI r STUD 3' 4" 4' 10" 4' 10" 6' 5" 6` 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" J C HF STANDARD 3' 3' 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" T-5' 8' 7" 8' 7" 11' 8" li' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6' 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" c 3 3' 6" 5' 0' 5' 0" 6' 7" 6' 7" 8' 9" 10' 3" 10' 3' 13' 1" 13' 9" L DFL STUD 3' 6" 4' 11" 4' 11' 6' 6" 6' 6" 8' 9" 0' 2" 10' 2" 3' 1" 3' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 8' 9" 8' 9" 1' 11" 11' I1" 1 / #2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" M77 9' 9" 12' 6' 12' 11" 14' 0" 14' 0" S 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 12' 3° 2' 3" 14' 0" 14' 0" STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STANDARD 3' 10" 5' 1" 5' 1" 6' 9' 6' 9' 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3' 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" W 21JDFLSTUD4' V 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' I1" 6' ll" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 / #2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" i0' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P L 43 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" UD STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" U HF STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 1 11' 4" 13' 10" 1 14' 0" 14' 0" 14' 0" Q S 2 4 7' 7' 5° 8' 0" 8' 9" Sr 6" 10' 6" 1 11' 4" 1 13' 10" 1 14' 0" 14' 0" 14' 0" 3 4' 5" 7' I" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D L L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 3' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4' 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 1 10' 9" _ 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION! VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# AT EACH END, MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. SYMM ABOUT - r 18" x LESS THAN 4' 0" L GREATER THAN 4' 0', BUT L LESS THAN 11' 6' TBRACE 3.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES, 2X4 SP OR DF -L #2, OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT I L 1 AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT -J-, REFER TO C MIDPOINT OF VERTICAL WEB. WARNING-- READ AND FOLLOW ALL NOTES DN THIS SHEET' Trusses -qui— e n folo,i—ting, handling, shipping, Installing and la—ci Re follow BCSI (Building Component Sofety Information, by TPI and WTCA) for safety cticE TPF performing these functions, installers shall prpvide temp—ory bracingperSCSI, lea=_ otherwise, top chord shop have properly attached structural panels and bottom * properly attached rigid ce'ling. "'aocat'ipn5 shown for per,anent lateral restraint web brocing installed per BE SI sec tions B3 B B7. See this Job's general notes page f mor( IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. TW Building Components Group Inc, (ITWBCG) shop not be responsible for any dev'otl Fy Building Components Group Inc. design. any failure to bund the truss in conformance with TPI, or Fabrlccting, ha ndli - nstalling S bracing of trusses. ITWBCG connector plotes are node of 20/18/16GA (W, grode 37/40/60 (K/W/H,S) goly. steel, Apply plates to each Face of truss, positioned and on Joint Deta'Is, A seal on this awdring or c r page indicates acceptance and professional engineering solely for the truss compo .entdesignshown. The sultoblllty and use of this component building is the responsibility of the Building Designer per ANST/TPI I Sec. 2, Earth City, MO 63045 ITW-BC& www.itwbcgcom; TPI: www.tpinst.com; WTCA www.sb,indust,y,com; ICG ww..iccs,,,.org 2X4 #2N OR BETTER to a A .22839 or o e vAIIOYA va Q R10, 11 ICAL LENGTH. BRACING GROUP SPECIES AND GRADES GROUP A SPRUCE -PINE -FIR HEM -FIR 1 / #2STANDARD #2 STUD 43 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 #3 STUD STUD STANDARD_j STANDARD GROUP B HEM -FIR 1 S BTR I SOUTHERN PINE DOUGLAS FIR -LARCH 1 #1 a #2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FDR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD), GABLE END SUPPORTS LOAD FROM 4' 0' UTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH 'L' BRACE WITH IOd NAILS. 0128'x3' min FOR (1) "L' BRACE: SPACE NAILS AT 2" O.C. IN 18' END ZONES AND 4' O.C. BETWEEN ZONES. KFOR (2) 'L' BRACES: SPACENAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH, GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0', BUT 3X4 LESS THAN 11' 6' GREATER THAN 11' 6" 3.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES, MAX, TOT, LD. 60 PSE MAX. SPACING 24.0" REF- ASCE7-05-GAB120 DATE 1/1/09 DRWG A12030050109 GABLE DETAIL FOR LET -IN VERTICALS GABLE TRUSS PLATE SIZES REFER TO APPROPRIATE ITW GABLE DETAIL FOR MINIMUM PLATE SIZES FOR VERTICAL STUDS. ERED TRUSS DESIGN FOR PEAK, HEEL PLATES AL PLATES OVERLAP, USE A IAT COVERS THE TOTAL AREA OF PLATES TO SPAN THE WEB, X4 2X42X8 T" REINFORCEMENT ATTACHMENT DETAIL T' REINFORCING "T" REINFORCING MEMBER MEMBER TOENAIL - OR - ENDNAIL TO CONVERT FROM 'L" TO "T' REINFORCING MEMBERS, MULTIPLY "T" INCREASE BY LENGTH (BASED ON APPROPRIATE ITW GABLE DETAIL). MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF, "T AND MRH MBR. SIZE INCREASE 140 MPH 2x4 10 'L 15 FT 2x6 50 % 140 MPH 2x4 10 30 ET 2x6 50 'L 130 MPH 2x4 10 % 15 FT 2x6 50 130 MPH 2x4 10 % 30 FT 2x6 50 7. PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN, 120 MPH 2x4 10 7, 15 FT 2x6 50 % ATTACH EACH 'T" REINFORCING MEMBER WITH 120 MPH 2x4 10 'L END DRIVEN NAILS IOd COMMON (0,148'X 3,',MIN) NAILS AT 4' O.C. PLUS 30 FT 2x6 40 4) NAILS IN TOP AND BOTTOM CHORD. 110 MPH 2x4 10 'L 15 FT 2x6 40 RIGID SHEATHING TLTENAILED NAILS 110 MPH 2x4 10 100. COMMON (0.148'x3',MIN) TOENAILS AT 4' O.C. PLUS 30 FT 2x6 50 4 NAILS (4) TOENAILS IN TOP AND BOTTOM CHORD, 100 MPH 2x4 20 7. THIS DETAIL TO BE USED WITH THE APPROPRIATE ITW GABLE DETAIL FOR ASCE V. 7, REINFORCING WIND LOAD, 100 MPH 2x4 10 15 FT 2x6 30 MEMBER ASCE 7-98 GABLE DETAIL DRAWINGS 30 FT 2x6 40 'L A13015980109, A12015980109, A11015980109, A10015980109, 90 MPH 2x4 20 % A13030980109, .A12030980109, A11030980109, A100309601013 IS FT 2x6 20 GABLE NAILS ASCE 7-02 GABLE DETAIL DRAWINGS 90 MPH 2x4 20 '/. TRUSS SPACED AT A13015020109, A12015020109, A11015020109, A10015020109, A14015020109, 30 FT 2x6 30 4' 0. C, A13030020109, A.12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 GABLE DETAIL DRAWINGS EXAMPLE A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, ASCE WIND SPEED = 100 MPH A13030050109, A12030050109, A11030050109, A10030050109, A140300501013 MEAN ROOF HEIGHT = 30 FT, Kzt = 1,00 SEE APPROPRIATE ITW GABLE DETAIL FOR MAXIMUM GABLE VERTICAL = 24' O.C. SP N3 UNREINFORCED CABLE VERTICAL LENGTH. a "T" REINFORCING MEMBER SIZE - 2X4 R "T" BRACE INCREASE (FROM ABOVE) = 10'L = 110 4 NAILS 1) 2X4 "L" BRACE LENGTH = 6' 7" CEILING•'`C•='••./ MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH v 6/ 1.10 x 6' 7" = 7' 3" ARNING'« READ AND FOLLOW ALL NOTES ON THIS SHEET! • n N). 22839 ' REF LET—IN VERT Trusses require extreme core in . brico ting, handling, shipping, inst oiling and brocl Refer to o d follow BCSI (Building Component Safety Information, by TPI and WTCA) for sofety p tires Arior to performing these functions. instotlers shop provide temporary bracing per BCSI. Y n ted DATE 1/1/09 otherwise, t.P chord shop hove properly attached structurot panels and bottom h I have properly attached rigid Ching. Locations shown for permanent lateral restraint webs is 11 j1111TYbracinginstotiedperBCSIsectionsB3 & B7, See this ,Job's general notes page fa e ir;r ,`, OFDRWG GBLLETIN0109 IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any devlo ti th Building Components Group Inc. design, any failure to build the truss in confornonce with TPI, or fabricating, hand lln .. InstollIng & bracing of trusses, ITWBCG connector plates are made of 201181 66A (W,H 3 / R .. grode 37/40/60 (K/W/H,S) gat, steel, Apply plates to each face of truss, pos!tioned o `. OR1 .. ` MAX TOT, LD. 60 PSE and on Joint Detoll s. •' A seal on this drawing or cover page Indicates acceptance and professionol engineering re,/'• DOR, FAC. ANYsolelyforthetrusscomponentdesignshown. The suitability and use of this component for y building is the responsibility of the Building Designer per ANST/TPI I Sec. 2, 04 I Earth City, MO 63045 ITW-BC& www.it.bcg,con; TPD www,tpinst,com; WTCA: www,sbcindustry,coni ICG .w..iccsafe,org 1 111 11/04/2011 IMAX SPACING 24.0" CCB WEB BRiACC SUBSTITUTI N T -BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) O R IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L — BRACING: BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING DR SCAB BRACING, ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING, WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(x) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(X) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. APPLY TO EITHER SIDE OF WE ATTACHWITH 10d BOX OR GUN 0.128"x 3.",MIN) NAILS, AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T -BRACE OR L -BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE, ATTACH WITH 10d BOX OR GUN 0128'x 3. ",MIM NAILS. AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH i SCAB T -BRACE L -BRACE WARNINGM> READ AND FOLLDW ALL NOTES ON THIS SHEET' - se-- v • TC LL P S F R E F C L B SUBST. Trusses require extreme core in Fobrlcoting, handling, shipping. installing And brocing. fer ;o and i follow BCSI (Building Component Safety In Fornotion, by TPI And WTCA) for sofety pro r•or to performing the:e functions. Installers shall provide temporary bracing per BCSI. U s tJd TC DL PSF DATE 1/1/09 otherwise, top chord shall hove properly attached structural panels and bot ton on h.— proper all Rove ` properly attached rigid ceiling. Locutions shown for peob's gt Interni restraint of s z a _ TE OF ,• BC DL PSF DRWG BRCLBSUB0109bracinglastailedperBCS[ sections B3 & 37. See this jab's gener of notes page for e rno ion, • ITIMPORTANTC FURNISH COPY OF THIS DESIGN hall b INSTALLATION CONTRACTOR. B C L L P S F ITW Building Components Group Inc. (ITWBLG) shall not be responsible for any devio tion • 1 Building Components Group Inc. design, any failure to build the truss r conformance wit' TPI, ar. fobrlcoting, Handling, s s •. ` O,Q .• TAT, LD. PSFinstalling & bracing of trusses. ITWBLG connector plates are mode of 20/18/16GA (W,H/S/ 3 ••• fie••••• grade 37/40/60 (K/W/H, S) goly. steel, Apply plates to each face of truss, positioned os and on Joint Details. 0 l G A seal on this dindicates acceptanceorcoverpageindicatacceptance and professional engineering respon r Y DU R, FAC. solely For the truss component design shown. The suitability and use of this component for ony building is the responsibility OF the Building Designer per ANST/TPI I Sec. 2. (Q,, Earth City, MO 63045 ITW-BCG: www.itwIocg,con; TOT www.tpinst.com; WTCA www,sbc,ndustry,car, Ica. www,iccso Fe.org oV A41U1I SPACING nEF7 ;'=ERl L L',"OJ7 /IND ="N SINIEIERNG 7- rl- k.-,T 4,1-- T 4E 7FRU&E 7L.7 DELIVERM-11- t0 trl5B Is r uantli tie5 a n& a GAN 262-01- V4'JiHTEr, / [DROF- TOP GL5-!E '5ALLOON rRLJ,E BELOW DROP TOP ---TFZU07U4.L 1s45LEj \\ 25'-0" I LOO4710N OF 2 -PLY 'FX' ia45LE TO 5E LOO4TED 5y BUILDER., C. -"5L= MAY EE FJLLED, NOTE: FRONT C-15LE 2 PLY FORWARD 1 1/2' !CUE TO 2 -PLY) PER ENGINEER OF REGCRC OJIOUT5E:,:) E f V 1C, L'--1 E E !D 7 FP, U 7 e 0 f R T I 11;/04 /11 28' iAGK 4, L L DIMENSION;,, UJ 4" LVE 7-, 1 F "I NNOTEL-e/ ROOF 4ND, -CLEILNIG-, OND171ON3 TO SON- -1 ;'R U C, T 10 N, REV!'---!C)N; 11/4/ ill REVISED F=L-4Nla TOP CrORC LIVE LOAr,, 20 P.6'r. 0 E-4- LFGRD 0 4 D 7 BOTTOM CHORD Ll'/E LOAD l0p.8.r. 5070M CHORD DEAD LOAD 10 p.5. r, TOT -AL L04D CURATICN FACTOR 1,25 WNE) C-T'NC)4lR[) T SGE 7-0-5 WIND 5FEEC) 1207 m.p.h. BULDINIS EXPOSURE E3 BUILDING T 'FE ENCL,05EE) rr I-- THEREISPON 51BILITY OF: THE BUILDING DESK-NER or, WITECT TO FROvIDE AN AFFROFRIATE CONNECTION FOR TRUtg TO 6UFPORTINI STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR "FGH-NICAL Scutpml 4NIr.,OR PLUMBINI—'/ND THER CONNEOTiONS) IN TSPADET-IU5T BE EI BUILDER ON AIII TRJ55 1-41 OUT PRIOR TO F45RiC4TION TWe COTI.-PL141 IS - TRUSS Il-`NUF4oTURER UJW05E RF6-0N&J5 LITIE6 ARE LIMITED TO TH05E DESCRIBED IN JJTC4 SS 5 'DE5I<.N RESPCN6IEI ACCORDINGLY, IT CISCL-IT`16 ANY RES- ON&BILITIE5 'SND/OR LIABILITY FOR THE CONSTRUCTION D_51 'v. ' R-+ W DINGB, OCUMENTS INCLUDINGTHEN15TAL.1LTION 1,D ricNl,OF TRUSSES MANUFACTURED ET THIS COM. ANY. APPROVED TRUSS ANCHOR BY BUILDER PLUMS 12 4-1 T jI --- 4,5 FR'-sd UNI -E55 NOTEF OTIHERUJLI-E 55A E N 7 Lit J -/, RN I NG CONVENTIONAL FRAMING. IIEEG-ICIN AN-- R -Efel4NaNT ERAGINr 11 NOT THE OF THE TIH65 'DESIGNER, PLATE MANUFACTURE R, OR TRU55 MANUFACTURER PERSONS ERECTING TRUSSES AR= CAUTIONED TO SEEK PROF'cSSION4L AD`/ICE REGARDING ERECTION 5fI WHIGN15 AILLJ4Y5 REQUIRED TO r-REVENT TO PLIW, AND DOMINOIN DURING ERECTION: 4NF) PERMANENT 5511 WHICH M4Y BE REQUIRED IN SPECIFIC PPL CATIONS. SEE 'GUOE TO C-OOD PRACTICE FOR GH NZ LINI- lN5-14LL N, RESTRAINING I BRACING Or METAL PLATE COI WOOD TZI'155IE5 RECOMMENDATIONS" 111CS1 20010 FOR 1111TIll INFORMATION. TRUSSES 5H -LL BE N&T41-I-Er, IN A StRAIGHT 4ND FLUIla 05iTICN WHERE NO 5PEATPING 16 4PPLIED DIRECTLY TO TOP OR BOTTOM CHORDS, HEY 514LLL BE BRACE[) 45 SPECIFIED ON T"E ENG INEERED CES GN TIZ,55E5 SHELL BE -ANDLEID WITH REASONABLE CARE DURING ERECTION TO PREVENT D4MAGE OR PERSONAL IN.iURY. T I E N T 101 N 4'PROV-L OF THIS -TRUSS LAYOUT IS NECESSARY BEFORE FAERICATION CAN BEGIN. VERIFY SPANS, PITCHES 3VERH4 NOS. ELEVATIONS, & BEARING CONDITIONS. NCE OF THIS LAYOUT ASSUMES TOTAL RESPON IBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE vl;'lTH TH!c- LFYOIJIV' APPROVED BY: DATE: 44 J. s- Dinh 'I4- l D Enterprise JOB NAME Wat Navaram, f;:,esl,6(snr-s LOT'f5LK/SU5=IV 2 3) a 1 \.-",3 r C 15 s u s 4vs 5c-,L.E I DATE 1DRAL-11 BY JJOB -11 ER 110/25/11 RF 2 75) -1 eax T- Ab 1- 1/217 j77 7t T T-] A v 7 71r4 7 TG- L 17-- - i F - FL'TI j DROP TOP ---TFZU07U4.L 1s45LEj \\ 25'-0" I LOO4710N OF 2 -PLY 'FX' ia45LE TO 5E LOO4TED 5y BUILDER., C. -"5L= MAY EE FJLLED, NOTE: FRONT C-15LE 2 PLY FORWARD 1 1/2' !CUE TO 2 -PLY) PER ENGINEER OF REGCRC OJIOUT5E:,:) E f V 1C, L'--1 E E !D 7 FP, U 7 e 0 f R T I 11;/04 /11 28' iAGK 4, L L DIMENSION;,, UJ 4" LVE 7-, 1 F "I NNOTEL-e/ ROOF 4ND, -CLEILNIG-, OND171ON3 TO SON- -1 ;'R U C, T 10 N, REV!'---!C)N; 11/4/ ill REVISED F=L-4Nla TOP CrORC LIVE LOAr,, 20 P.6'r. 0 E-4- LFGRD 0 4 D 7 BOTTOM CHORD Ll'/E LOAD l0p.8.r. 5070M CHORD DEAD LOAD 10 p.5. r, TOT -AL L04D CURATICN FACTOR 1,25 WNE) C-T'NC)4lR[) T SGE 7-0-5 WIND 5FEEC) 1207 m.p.h. BULDINIS EXPOSURE E3 BUILDING T 'FE ENCL,05EE) rr I-- THEREISPON 51BILITY OF: THE BUILDING DESK-NER or, WITECT TO FROvIDE AN AFFROFRIATE CONNECTION FOR TRUtg TO 6UFPORTINI STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR "FGH-NICAL Scutpml 4NIr.,OR PLUMBINI—'/ND THER CONNEOTiONS) IN TSPADET-IU5T BE EI BUILDER ON AIII TRJ55 1-41 OUT PRIOR TO F45RiC4TION TWe COTI.-PL141 IS - TRUSS Il-`NUF4oTURER UJW05E RF6-0N&J5 LITIE6 ARE LIMITED TO TH05E DESCRIBED IN JJTC4 SS 5 'DE5I<.N RESPCN6IEI ACCORDINGLY, IT CISCL-IT`16 ANY RES- ON&BILITIE5 'SND/OR LIABILITY FOR THE CONSTRUCTION D_51 'v. ' R-+ W DINGB, OCUMENTS INCLUDINGTHEN15TAL.1LTION 1,D ricNl,OF TRUSSES MANUFACTURED ET THIS COM. ANY. APPROVED TRUSS ANCHOR BY BUILDER PLUMS 12 4-1 T jI --- 4,5 FR'-sd UNI -E55 NOTEF OTIHERUJLI-E 55A E N 7 Lit J -/, RN I NG CONVENTIONAL FRAMING. II EEG-ICIN AN-- R -Efel4NaNT ERAGINr 11 NOT THE OF THE TIH65 'DESIGNER, PLATE MANUFACTURE R, OR TRU55 MANUFACTURER PERSONS ERECTING TRUSSES AR= CAUTIONED TO SEEK PROF'cSSION4L AD`/ICE REGARDING ERECTION 5fI WHIGN15 AILLJ4Y5 REQUIRED TO r-REVENT TO PLIW, AND DOMINOIN DURING ERECTION: 4NF) PERMANENT 5511 WHICH M4Y BE REQUIRED IN SPECIFIC PPL CATIONS. SEE 'GUOE TO C-OOD PRACTICE FOR GH NZ LINI- lN5-14LL N, RESTRAINING I BRACING Or METAL PLATE COI WOOD TZI'155IE5 RECOMMENDATIONS" 111CS1 20010 FOR 1111TIll INFORMATION. TRUSSES 5H -LL BE N&T41-I-Er, IN A StRAIGHT 4ND FLUIla 05iTICN WHERE NO 5PEATPING 16 4PPLIED DIRECTLY TO TOP OR BOTTOM CHORDS, HEY 514LLL BE BRACE[) 45 SPECIFIED ON T"E ENG INEERED CES GN TIZ,55E5 SHELL BE -ANDLEID WITH REASONABLE CARE DURING ERECTION TO PREVENT D4MAGE OR PERSONAL IN.iURY. T I E N T 101 N 4'PROV-L OF THIS -TRUSS LAYOUT IS NECESSARY BEFORE FAERICATION CAN BEGIN. VERIFY SPANS, PITCHES 3VERH4 NOS. ELEVATIONS, & BEARING CONDITIONS. NCE OF THIS LAYOUT ASSUMES TOTAL RESPON IBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE vl;'lTH TH!c- LFYOIJIV' APPROVED BY: DATE: 44 J. s- Dinh 'I4- l D Enterprise JOB NAME Wat Navaram, f;:,esl,6(snr-s LOT'f5LK/SU5=IV 2 3) a 1 \.-",3 r C 15 s u s 4vs 5c-,L.E I DATE 1DRAL-11 BY JJOB -11 ER 110/25/11 RF 2 75) -1 a REVISION APR 15 2013 Permit # .Z — Revision # Project Address: a4 C.4_, Contact: Ph: `Y — I 7 Fax: Email: Cp-, Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety General description of revision: Ao ROUTING INFORMATION Department Approvals Utilities- El Utilities Waste Water Planning Engineering Fire Prevention TITT imm E%IT ItPRISES INC. 1280 PRINCE CT. LAKE MARY FL 32746 TEL 407-383-6163 Huedinh1986@gmail.com April 12, 2013 City of Sanford Building Dept. Ir P K Subj : Revision for permit : No. 12-554 at 2385 Narcissus Ave, Sanford Dear Sir Due to the new situation we would like to revise drawing A-1 as following: 1.Add a new exterior door for rear wall including landing, step and handrail 2.Gable end of a vaulted ceiling new detail 3.Add a dryer and dryer vent required by building dept. 4.Soffit will be aluminum vented 5. Facia will be aluminum wrap Thank you Hue Dinh GC HMD APR 1 201 3 r. f'ORhi 1100A-08 OFFICEPERMIT # FLORIDA ENERGY EFFICIENCY CODE FOR, BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Wat avaram Street: 23ANarcissus Ave City, State, Zip: Sanford , FL , 32771- Owner: Wat Navaram Design Location: FL, Sanford Builder Name: ,7F.,X,wi 'xe Permit Office: .TAvFd•rcp Permit Number: Jurisdiction: S fd 1. New construction or existing New (From Plans) 9. Wall Types(1632.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1632.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1120.0 sgft.) Insulation Area 6. Conditioned floor area (ft') 1120 a. Under Attic (Vented) R=30.0 1120.00 ft2 b. N/A R= ft2 7. Windows(90.0 sqft.) Description Area c. N/A R= ft2 a. U -Factor: Sgl, default 90.00 ft2 SHGC: Clear, default 11. Ducts b. U -Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 175 ft2 SHGC: 12. Cooling systems c. U -Factor: N/A ft2 a. Central Unit Cap: 18.5 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 13.4 kBtu/hr e. U -Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types (1120.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1120.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 25.33 Glass/Floor Area: 0.080 PASSTotalBaselineLoads: 30.40 a 1 hereby certify that the plans and specifications covered by Review of the plans and TKE SI'q?, this calculation are in compliance with the Florida Energy specifications covered by this 4V Code. calculation indicates compliance r with the Florida Energy Code. tn;+,'--. •=:^' ;:.„ O PREPARED BY: Before construction is completed DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is incompliance Florida Statutes. with the Florida Energy Code. OD Wf CR OWNER/AGENT:- N -4A AX_-AAA(AAt BUILDING OFFICIAL: DATE: .. DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 11/2/2011 4:15 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 lA i PROJECT Title: Wat Navaram Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1120 Lot # Owner: Wat Navaram Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 2381 Narcissus Ave Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, State, Zip: Sanford , Family Type: Single-family FL, 32771- New/Existing: New (From Plans) Comment: CLIMATE V/ IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 75 70 677 44 Medium FLOORS Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 136 ft 0 1120 ft2 0.1 0 0.9 ROOF Roof Gable Roof Solar Deck v # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1401 ft2 420 ft2 Medium 0.96 No 21 36.9 deg ATTIC IRCCV # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Vented 0 1120 ft2 N N CEILING Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1120 ft2 0.11 Wood WALLS Cavity Sheathing FramingSolar Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 480 ft2 0 0.75 2 S Exterior Concrete Block - Int Insul 4.1 480 ft2 0 0.75 3 E Exterior Concrete Block - Int Insul 4.1 336 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 4.1 336 ft2 0 0.75 11/2/20114:15 PM I EnergyGauge® USA - FlaRes2008 Page 2 of 5 11/2/2011 4:15 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS Omt Door Type Storms U -Value Area 1 E Insulated None 0.460000 40 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang Omt Frame Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Vinyl Single (Clear) No 1.3 0.75 N 45 ft2 2 ft0 in 3 ft0 in HERS 2006 None 2 S Vinyl Single (Clear) No 1.3 0.75 N 45 ft2 2 ft0 in 3 ft0 in HERS 2006 None INFILTRATION & VENTING Forced Ventilation -- Run Time Fan V/ Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1058 4.72 58.1 109.2 0 cfm 0 cfm 0 0 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 14 18.5 kBtu/hr 555 cfm 0.75 sys#1 HEATING SYSTEM System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 13.4 kBtu/hr sys#1 HOT WATER SYSTEM System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply -- Return-- Air Percent Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 175 ft2 Interior 0 ft2 Default Leakage Interior (Default) (Default) % 11/2/2011 4:15 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 1112/20114:15 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr Ma Jun Jul Auge Oct Nov Dec HeatinJan0 X Feb Mar Apr May Jun Jul X Aug Sep Oct Nov Dec V Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1112/20114:15 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 h -FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 2381 Narcissus Ave PERMIT #: Sanford, FL, 32771 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfm/s .ft. door area. N1112.AB.3 Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & Switch or clearly marked circuit breaker (electric) or cutoff (gas) frames, surrounding wall; foundation & wall sole or sill plate; joints must be provided. External or built-in heat trap required. between exterior wall panels at corners; utility penetrations; N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). between wall panels & top/bottom plates; between walls and floor. Non-commercial pools must have a pump timer. Gas spa & pool EXCEPTION: Frame walls where a continuous infiltration barrier is heaters must have a minimum thermal efficiency of 78%. installed that extends from, and is sealed to, the foundation to the Heat pump pool heaters shall have a minimum COP of 4.0. top plate. Shower heads N1112.AB.2.4 Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or minute at 80 PSIG. joint members. N1110.AB All ducts, fittings, mechanical equipment and plenum chambers EXCEPTION: Frame floors where a continuous infiltration barrier shall be mechanically attached, sealed, insulated and installed in is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; Ducts in unconditioned attics: R-6 min. insulation. around shafts, chases, soffits, chimneys, cabinets sealed to N1107.AB.2 Separate readily accessible manual or automatic thermostat for continuous air barrier; gaps in gyp board & top plate; attic access. each system. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both seams. N1102.B.1.1 Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-stwy Houses N1106.AB.1.2 Air barrier on perimeter of floor cavi between floors. Additional Infiltration reqts N1106.A6.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 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%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 11/2/2011 4:15 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 2381 Narcissus Ave, Sanford, FL, 32771- 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 - 1632.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1120 a. Under Attic (Vented) R=30.0 1120.00 ft2 b. N/A R= .ft2 7. Windows** Description Area c. N/A R= ft2 a. U -Factor. Sgl, default 90.00 ft2 SHGC: Clear, default 11. Ducts b. U -Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 175 ft2 SHGC: 12. Cooling systems c. U -Factor N/A ft2 a. Central Unit Cap: 18.5 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 13.4 kBtu/hr e. U -Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1120.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat 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 Code compliant features. Builder Signature: 1(K Ih 92LA Date: 1zoll Address of New Homer U I R -G'S Stn,o I C City/FL Zip: Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321)'638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 OFFICE err: MIA*= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE GAF Materials Corp. 1361 Alps Rd. Wayne, NJ 07470 PER M IT # g- - LEZZ MIAMI-DADE COUNTY; FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305),,375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Timberline Prestique 30, Timberline HD, and Timberline Natural ShadowS,hnglesel . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or changein the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This revises NOA #08-1110.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-0720.10 IMIAM DADECOUNTY Expiration Date: 02/21/12 Approval Date: 10/27/10 Page 1 of 5 ROOFING SYSTEM APPROVAL Cateeory' Roofing Sub-Cate2ory: 07310 Asphalt Shingles Materials Dimensional Deck Type• Wood 1. SCOPE: This revises GAF Timberline Prestique 30, Timberline HD, and Timberline Natural Shadow as manufactured by GAF Materials Corp described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION: Product Dimensions Test Product Description Specifications GAF Timberline Prestique 30, 13'/4"x 393/ 8 TAS 110 Fiberglass reinforced heavy GAF Timberline HD, GAF weight asphalt roof shingle, Timberline Natural Shadow with a laminate profile 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. ASTM D3462 05CA47541 11/10/06 Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF -101-02-02 11/02/05 Underwriters Laboratories, Inc. ASTM D3462 06NK05159 08/09/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF -098-02-02 11/08/05 Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02 Underwriters Laboratories, Inc. ASTM D3462 03NK26444 10/17/03 Center for Applied Engineering ASTM D3462 257989 05/13/97 Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94 Underwriters Laboratories, Inc. TAS 107 06NK05159 08/09/06 Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04 Underwriters Laboratories, Inc. TAS 107 05CA42840 11/11/05 Underwriters Laboratories, Inc. TAS 107 02NK41811 11/11/02 Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03 Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04 Center for Applied Engineering TAS 100 257989 04/01/97 PRI Asphalt Technologies, Inc. TAS 100 GAF -044-02-01 01/13/04 PRI Asphalt Technologies, Inc. TAS 100 GAF -101-02-01 11/09/05 PRI Asphalt Technologies, Inc. TAS 100 GAF -116-02-02 03/23/06 PRI Asphalt Technologies, Inc. TAS -100 ELK -083-02-01 10/16/02 ELK -084-02-01 10/15/02 ELK -085-02-01 10/14/02, ELK -086-02-01 10/24/02 ELK -087-02-01 10/21/02 ELK -088-02-01 10/16/02 ELK -107-02-01 10/09/03 ELK -108-02-01 10/09/63 ELK -109-02-01 10/09/03 NOA No.: 10-0720.10 MIAMIDADECOU7 " Expiration Date: 02/21/12 Approval Date: 10/27/10 Page 2 of 5 4. LIMITATIONS: 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 4.3 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 5. INSTALLATION: 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail W, attached. 5.5 Nailing shall be in compliance with Detail V, attached. 6. LABELILNG: 6.1 Shingles shall be labeled with the Miami -Dade Seal or the wording "Miami -Dade County Product Control Approved". MIAMFOIADE COUNTY fir. 7. BUILDING PERMIT REQUIREMENTS: 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. 8. MANUFACTURING PLANTS: 8.1 Tampa, FL 8.2 Michigan City, IN 8.3 Mobile, AL 8.4 Baltimore, MD 8.5 Myerstown, PA 8.6 Ennis, TX 8.7 Tuscaloosa, AL 8.8 Dallas, TX Mia NOA No.: 10-0720.10 Expiration Date: 02/21/12 Approval Date: 10/27/10 Page 3 of 5 DETAIL A COURSE LAYOUT NOA No.: 10-0720.10 MImExpiration Date: 02/21/12 Approval Date: 10/27/10 Page 4 of 5 4 1: DETAIL B OVERALL DIMENSIONS AND NAILING PATTERN 1; Front Side (Maximum Slope 12:12) L__ 112" APPROVED Front Side (Maximum Slope 21:12) Tab Sealant 1" 2" Back Side END OF THIS ACCEPTANCE 1" Release Tape a Release Tape 5-5/8" 3/8" NOA No.: 10-0720.10 Expiration Date: 02/21/12 Approval Date: 10/27/10 Page 5 of 5 I711, fastenersI r L__ 112" APPROVED Front Side (Maximum Slope 21:12) Tab Sealant 1" 2" Back Side END OF THIS ACCEPTANCE 1" Release Tape a Release Tape 5-5/8" 3/8" NOA No.: 10-0720.10 Expiration Date: 02/21/12 Approval Date: 10/27/10 Page 5 of 5 r - Project: To: Attention: Delivery: Lindemann Bentzon B o j a c k EM IMSERIM6 DFSK9 INSPHTION, LETTER OF TRANSMITTAL e-- 15' Townhomes (6 Unit) Project #: A30779301 Windsor Lakes Lot: 248-253 FL -City of Sanford 120 Exp C NWB DR Horton, Inc- Orlando 5850 T.G. Lee Blvd. Suite 600 Orlando, FL 32822 Jonathan G. Andree Courier We Transmit: (X one or more) x Attached _ Under Separate Cover Via Date: 2/21/2013 Sent By: George Sharp Purpose: For Job Use The Following: X_Drawings _Shop Drawings _Calculations Letter _Photos Site Observation Report _Site Observation Certificate _Other Dw . No. Dw . Desc. I Rev. No. Rev. Date Qty. Other 3 Pages Revision/ Client Chane 1 5 Signed and Sealed NOTE: * indicates a project level revision; ** indicates a custom project drawing COMMENTS: Page 1 of 2 www,lbbe.coni - F'.G. Box 12'550 Clermont, Florida 34112 Pl'w!tc: :'352, 242 010i Fa3 : ( 2) 242-0-2'02 TTTTMim ENTEItPItISES INC. 1280 PRINCE CT. LAKE MARY FL 32746 TEL 407-383-6163 Hdinhl@cfl.rr.com Jan 31/2013 City of Sanford Building Department REC.1 A,TED JAN 31 2013 BY: Subject : Building permit : 12-554 and site permit: 2012-002-01 2385 Narcissus Ave Sanford, Florida to be in inactive status Dear Sir/ Madame Due to the finance problem of this project located at 2385 Narcissus, Sanford, Florida, Wat Navaram head monk quarter, HMD Enterprises Inc. would like city of Sanford C Building Dept to put these permit into inactive condition until the date that HMD Enterprises Inc. to inform City of Sanford to put it back to active condition. Any construction activity on this location, from this day Jan 31/2013 under inactive status permit, is not HMD Enterprises Inc. responsibility. We thank you Hue Dinh Pres HMD Enterprises Inc. PERMIT No: 12-554 2381 NARCISSUS, SANFORD , FL OTHER INTERIOR METAL PIPING EQUIPMENT _ GROUNDING BAR FULL SIZE 4 (CU) BUILDING STEEL, WHEN AVAILABLE FULL SIZE FOOTER STEEL / I I 4 CU) 3/4"x10' COPPER GROUND RODS 6' M SERVICE EQUIPMENT NEUTRAL BUS ENCLOSURE TYP) FULL SIZE GROUNDING ELECTRODE CONDUCTOR 4 CU 4 (CU) IF METAL WATER PIPING IF AVAILABLE MAIN UNDERGROUND METAL WATER PIPE BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED PER 250-50(a) GROUNDING DETAIL NOT TO SCALE ELECTRICAL SERVICE TO BE DETERMINED BY A LICENSED FLORIDA ELECTRICIAN. PANEL LOCATION TO BE DETERMINED BY BUILDER & ELECTRICIAN. 2 " RMC W/ 3#3/0 THWN CU 200 AMPS 1 PHASE NEMA 3R NEMA 1R 3 WIRE 200 AMPS 150 AMPS SELF CONTAIN BREAKER MAIN DISC. 1 PHASE MLO 208/120V 208/120V 1 PH. 2" PVC 2" EMT 3#3/0 THWN CU 3 #3 THWN CU 1#4 G 4 GROUNDING BOND TO BLDG STEEL AND BLDG ELECTRODE. REFER TO GROUNDING DETAIL POWER RISER DIAGRAM PERMIT # PERMIT #. a -s. -n. Pill I IF W gushy Od 01622 ' ; 0.73 ` 1.0 125 ` 1.5 2.0 Ttenmat cr, „itv saff etu hr. C51e we 0,24 0. 3 a22 021 k } is 7w sq. fL) (5fin.) 03D,- o zo Qa 024 023 448F . et 1' 3.6 4.17 4.25 4.55 4.78' RValeal° Qa7 thickness 3.3 3.85 3.92- 4.17 4.35 Compressive 10%Daformew . psi 01821 S+ 70.14 13-18 15.21 25.33 fdalwrel p3i 0203 - 10.18 25.30 3248 40.30 55-15 Tensile p;i Df823 1418' 15-Z0 17-21 4-22 23•27Shearpsi013211.13,;', 18.22 23=25 28-32. 33-37 Shaer Modulus psi 190 23D 280.320 370-d10 480-500 600.640 Mollu = of F3da v psl I1015 i 180.220 25"D M-310` 4wSw . mistmra R wvr - perm. in. M wm u 1349 1-10 1a-2 8 Q.6 -1S AbsorptloA( vuLla9- 2S cm 4.0 15 3.0 3.0 2.0 C X411 rwne none none none none C iteaat of 11 eq a1 ., ir>. / fin.l fF} Q 8 0.00D035 0000035 ` 0.000035 0.00 :35, Q00m 8snifee ,. r,. 161167. 187. 167., .. ra TSD` 1 18D 180 Ores fadeor 95 ~ . 02863 30 .4 30-4 30.4 3Q4 . Srufete S ASTM E44 ASTM 0322 WetarA nttrrlR'/3uj OiN62.617 WmvawTramdsom -ASTMEM itt. S• Ptrrsr) ommo1 AmbmW1At AStAit W Cha9" ASTM 01. 04 Yk ASTM6313 m,RAM 45 PWm 3mW 45i)S Owskm 4' nw&ef bend 28doys 28 dors 2CMhaaa 1000PDA 5000 hours SOOO houR io cvft N0 W&A ®14 days 3m hours 24 hau dig rein 14dvp RESULTS 162 31 eikeets ®dm0 hou, . 9(1t}Qbeston awls 1.1m s. . 1.50(0 = no `Z a barelir Wotweterimdaa®go cpft PEDtyuwpl®4208p ' Nodelowi userrs®Mhours Nua 4erpan Nodeteaeiouseit m®26dop SM qt w,o toseolfitm 90 6e mmere ASTME-119 NoowoAfimm pm MIL S70 81DE MOMM4 San SM AMO -117 dD++ ntiain Fed MOMB Uo*W ww ASTM 0.2247 Abmsionmi5an M,T„ 1 D406D 1 a y y% `- Y Ai•••/ p/.+. w6ftWOMIum81e AsrM o Adhesion" dire R ASTM 0.41 m,RAM 45 PWm 3mW 45i)S Owskm 4' nw&ef bend 28doys 28 dors 2CMhaaa 1000PDA 5000 hours SOOO houR io cvft N0 W&A ®14 days 3m hours 24 hau dig rein 14dvp RESULTS 162 31 eikeets ®dm0 hou, . 9(1t}Qbeston awls 1.1m s. . 1.50(0 = no `Z a barelir Wotweterimdaa®go cpft PEDtyuwpl®4208p ' Nodelowi userrs®Mhours Nua 4erpan Nodeteaeiouseit m®26dop SM qt w,o toseolfitm 90 6e mmere ASTME-119 NoowoAfimm pm i•• . •. 1': rApplirStah t w bh aMcle ateon. lase Si28t 1row6! to a npN 1 WANT' Ap*fffah m a Uo*W ww f • a N' 1 th ldte t l yM s yN 9mg edg m. p,i 1 a y y% `- Y Ai•••/ p/.+. w6ftWOMIum81e 1 } WodewwbSumd1@ 8 JQQ1ffi Idfi or ODOta itOrll abWB 4th wft a d *ft perms, OetkWooedd01MRtD81Mt41OiQittFqp y 1t18In 9wdWW 111fr11(D t>81r;Ei mft on pn Rlit@fBt16i[BCOfrpr a}ed r . s j f., 4 g+u tt-10411413raadmidd t Y7 Ye w .. t SA SateCt " j • Tj 1 • tM• 1 y s09eltel tier adir t. loomwi Yi LYQ< - e orelErMlresk lT,d• thevQ"ft8Btpta2D qm fid" uori"SWPMAISMOWPI aedtl nwid t2' xlrnns. t . rmd 91tiA stt ' Y daorrddior a ISO tenor rn 10 Prot prneFavath dicebwetld onsi(resPerlodiclr,.. oatt d tios biida d+r i, • Can Wtfbe cEMftnWbeWA& ftkation 14:50 407-324-2299 _--_ ATLANTIC FOAM CO PAGE 03 SUROTAAME, 3320o 5321 FAS T CURE A ROMA Tic URETHA NE STWWTHANS AM gW, GMFR 8pift we Mpo ctnqLcurs ;:; 7hw a s h tittdetrteoee r,dodEP4mPandPUP. The Via. Bre Spoyablantsfeaturesaone-m-0WmarWO. Thowzmvokmo orwvft WOW* (V.O: c.) "WOW G snftmm W** 81YR0itlAtdE gip - t COW W d la om so" COW. sknow ID 5m "a Wghor t!1} R„l, k!`s t ;iii r I ! '- m "m ftowpowim for t.*Vdw MRS) W4 Sty OMop Qwn SM Ownek f+ boar Wa& PMftba OW O tanced swOmft ami for wood FEATUR M FOU t cyds (bm for wed Waded. mmHg ohm* mea Wo m C ®®fit$ ,SPWRCA IIONS 7bmmvfxdOOWMW. 1604 (on sq. w9sump.79 sq. W Thome: wl0o mes of Etats: One or "We 00 ) Cobra tim" OrsWiW order ooWL Com : q . n j Oe cft a1A..TPACt RtOVEM. M 094 tet kgvv w 9iM 2W COW ab*oly in woa,,MringcDoswes. AveflebW. 109Wkit 1iO gam lot 5o go M s 001 Pd E 5 get pa (8) 509dPim (A) 5% 9w dews (6) MS get tote (a) 24m o) 49 lb 49 b 534 lb lb 202.210 2UD 6 2820 b t1taft) 1: TVRCAL PROPMTma Amn A:CbVVCW e 1 13 y F WekftaMV soorNV"e TWOS. 1smo 12mmft 3CW+Pf{ t49 q Ogte/tOOnt e 6 5321 FASTCURE A PRODUCToESCRIPTION bWwAft AMD sm 0091, Ctb&a am. SMFR series = waft . gd!®tAmri 1 t14 Keil eq. fL'gmb 13.79uromm . They aro e 12l d" kpWs dmnj L and WJR. The 11th 30-mOg ftmjw,of 6vatsc OF trrore (30 rdgk W) eve s4pmYebloa110tootutgggone -b -OW WJ0. Thf&ZM Colt : order , vokoe V.O.C.) e,m*u n ravel ge. t.TE CHROME 1VRQT11gp g3- iii ag2i 084 kt irMmvad 91M 2W COW In wooNrCrotg 6ne. TYRaY1@ Sm- Ntsdlt8b tom. 86ttq®t t0 33W tom! ! DENG INFORMATION as o Av; tiQga)k 110 $al n Rit 5 ya! kIt EC OMMMDEDUSES 5WPd(A) 54 lb r cvwdw 6 ig) 49 lb 4.l) p0W'Ibr u 50 90 dmn (A) $77 (b ( 222W) 577 Ib PMWGIt sal €Or wood 2420 5 go) *'($) 534 ® $34 th Guth FEATUMS NS gdt logo (8) 2620 ib 20 No ple") Foe wgftg.cy* Unm for MMUN pWmftnM" ae6end8 utvilegraco age= 8na,, jai) expaml n aWb=lons area 0 TAKE 1: TMcAl. PRopmms usm b WwAft AMD sm 0091, Ctb&a oox A:BbyV la CWIKMCWAA Uan>onths a cin a* cif M) voc c as o Fm N el Itt rrOYgee Tse $ UXT,SgtAL SAPITY DATA BUZET 3030 PP in 8/8 D$ TMI72 gaq$e 1 SMVP32$/Q10 Mau8oaf: gsRP Momr cam: saso-i oa ssctz s z ZMAMS is Am: m. ffi8S S70 mon 0 r. S: `M -92704 No= : ism 424.9300 : 03/11/02 88 (724) 388-7181 - - XW OF PMMWM : MIM HntUm B=CD it SASAMM xpnmm tSARA In SIO 1111 rx vnY+Oit 1 tBBS NfiIGHT S CAS m Hgo 0 IBM R St2g'letam0 ao1 101-21-1. .1 5.6Z ACUR wv INAP502mg 8 20l 1 3 Iadiaatda tosia rhgmdcal(s) oabjeat to the r66 Xt .ag regaa. is of ectioaa 313 of MWO 3ZI and 09 40 CM 372. vw, vxoawt coatodas cbmMioass kamn to the state Of Cawocnia to cuum GUMMr Md 2AXft dgeaoRa pa: oto x ativm bum. 10 KV OT M/CMWCAL CMUN&CTSRISTTCS Ionize NO -4002 eyS=C OLVVM (00-1). 1.24 VAS 13a,I'ri: xeaviotr thea air. q RMPASPAN RATS: M*Sa. to water. T.O.C.: 219 g/1- MQ.O.C.: 96 q/1 IN mac: zu&bmite. AND aWfU Plownted 2igmid m0ft a most amnlocul odor. 8$ClIDN IV. » aoON EMMO DR2a sr.Asa 89selr: 441V =2006 vasa: MOC ZMItTS IN AYR HI Imo: N/A tB R: 1i/A SSI SIS; roam, Alcobal Yost, cm, Dsq Moat. Watat SPECIAL SSi$,EPI praoc&x m ishow" atmao. ftar agpsop=ate ftj* fiotisg eqo#mmt iaeladiag a tmf oaata3md brmthiw appaiatm. MIMMM f I AM ZMZLCWOV m18ARM C waned =MtOtamsa a amt to bursting an expoSnco to int- Btimff_ M S io9 ALa Ja m dried i`iIMB at =s aatari L that is . Thin ms;iteriai sa _ , bat ddg2d -'42— era COPRWo. of and a ortiaq oohm JA oosataot %l th open fly. cCo TY - T.D.D.S. CICST: Z*t P PWaAtS& UL 111iD s88Ar CMBMW =QM CLASS ZIIS 7Fonra Ism TO 32=C D18Ci0om soar mated RCst O - i98ACTiotT7c DA'PA OFFICE M IAMI-DA®E MIAMI-DADE COUNTY 1 PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 331.75-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.eov/builclin¢/home/Asp PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH-600" Aluminum Single Bung Window—N.I. APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact.", dated 09/21/05 with revision C dated 02/16/07 sheets 1 through 14 of 14, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection of the job site at the request of the Building Official. This NOA renews NOA # 06-1211.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 10-1101.03 MIAM4DAD8 COUNTY Expiration Date: January 26, 2016 Approval Date: January 27, 201117Page1 PGT.Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEID A. IDRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4032720, Sheets 1 through 14 of 14, titled "Alum. Single Hung Window, Non -Impact", prepared by manufacturer, dated 9/21/05, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FI'L-4886,'dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA #06-I2IL07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: 2) Uniform Static Air. Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung " window w/integral fin (3/16" temp.), prepared by Fenestraiion-Testing Laboratory, Test Report No. FILL -4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA#05-0928.03) K Test reports on: 1) Air Infiltration Test, perFBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202=94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum- single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA#05.0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test,, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC" 36012 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada,'P.E. Submitted under previous NOA#05-0928.03) Manuel.Per , E. Product Control E am' er NOA No. 10- 1.03 Expiration Date; January 26, 2016 Approval Date: January 27, 2011 E-1 ' i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA #05-0.105.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202.94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA #05-0105.01) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 67/07/05, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA #05-0105.01) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum. single hung window (3/16" temp. 3'/16" ann. & 3/16 ann: IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. Submitted under previous NOA #05-0105.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying.with FBC-2007, prepared by manufacturer, dated 12/05/06 and 10/15/10, signed and `sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Com liance Department C). Manue z, P.E. Product Cont' of Eipminer NOA N4 --W-1 101.03 Expiration'Date: January 26, 2016 Approval Date: January 27, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated October 15, 2010, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 15, 2010, signed and sealed by Robert L. Clark, P.E. G.. OTHER 1. Notice of Acceptance No. 06-1211.07, issued to PGT Industries for their Series "SH- . 600" Aluminum Single Hung Window — N.I.' , approved on 03/23/07 and expiring on 01/26/11. Manuel Pere Product Control Eami er. NOA No. 10-W.03 Expiration Date: January 26, 2016 Approval Date: January 27, 2011 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3/16" ANNEALED GLASS - - - B. 3/16"TEMPEREDGLASS C.1/4" ANNEALED GLASS D. 1/4" TEMPERED GLASS E. 13/10" I.G.,.1/8" ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD NOA DRAWING MAPF. 13/16" I.G., 1/8^ TEMPERED OUTBOARD, AIR SPACE, 1/8"TEMPERED INBOARD SHEET G.13/16" I.G:, 3/10" ANNEALED OUTBOARD, AIR SPACE, 3/16" ANNEALED INBOARD GENERAL -NOTES ............. 1 GLAZING DETAILS ............ 2 ' H. 13/16- I.G., 3116" TEMPERED OUTBOARD, AIR SPACE, 3/16' TEMPERED INBOARD DESIGN PRESSURES....... 3-5 ELEVATIONS ....:................ 8 I. 13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 118" ANNEALED INBOARD VERT. SECTIONS ............. 7 HORIZ. SECTIONS............ 7 J. 13/16" I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 1/8" TEMPERED INB OARD PARTS LIST ....................... 8 CORNER DETAIL .............. 9 2. CONFIGURATIONS: "OX"{1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) EXTRUSIONS .................... 8,9 ANCHORAGE ......::............ 10 -14 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3THROUGH 5. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. PRODUCT RENEWND u mmplyhrs With the Ph4fQi1. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 4ulding CodeAccepmoce Ne Expirntioa Dato Oir 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. DyMis" ad, P16dool6, MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, DMe 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-0653, FTL-4664, FTL-4656, FTL4656, FTL-4667, FTL-4658, FTL4886AND FTL-4959. - - ANSI/AFBPA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL PRODUCT RCVOW 8. SERIES/MODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701. m compbft wvb dw BoidigCede.- 9. THIS PRODUCT HASTBEENDESIGNED &ESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY Aaept w pb 6.12 .0 HURRICANE ZONE (HVHZ). F. r, 2/1807 ""c" NoCHANGE THIS SHEET imoTECHNOLOci,YMNE GENERAL NOTES ,L Z 07F.K. ' ? 1,2 7 B AEPuC ivorE 4A 4 ANR7. ADD oTION, NOTE 9 NO P.O. IS, FL 81278 ,' ALUM. SINGLE HUNG WINDOW, NON -IMPACTY 1li2p - It L. lark: P.E. F K f i/Z7A76 A CHANGE NOTfS 3, <AND 7. ADD NOTE D. NOKOWS, FL 81274 Visibly Becier f11O1' °V`' •' '""rN' ro. PEN39712 - F.K 7/4A)6 J.J. B/21ro6. 3Ndd0 NT$ 1 + 14 4032-20 C' Structural C1 OR 47 1 OR 47 OM. 39 OR 40 BITE 37 82 OR 83 3/18" ANNEALED OR TEMPERED GLASS 3/16" MONOLITHIC GLASS 1/2"N OM. GLASS BITE <3EXTERIOR INTERIOR ALL SECTIONS) 1 —1/4" ANNEALED OR TEMPERED GLASS 1/4" MONOLITHIC GLASS 5120DUCC RENEWED as complying with flit F7orl& Sulding Cods Accept—No Expiration Oeto 1(e Miami 6Produd 1/2" NOM. D1Nx1 GLASS SITE PB.9UU("1I16Y19PD as complying rkit the Fbdit DWdl.gCod• 1211.0 1 1/8" OR 3/18" ANNEALED OR TEMPERED GLASS AIR SPACE - _. 1/8" OR 3/18" ANNEALED OR TEMPERED GLASStl8" 13/18" JNSULATED.GLASS 107U TECHNOLOOr 1,1" ,; GLAZING' DETAILS . 2 .L? d NOIODMIB, R 84275 > ' ALUM. SINGLE HUNG WINDOW NON -IMPACTNo. am 1528 LZL, Jerk, P.E. NOKOMI9. R 34274. vwbly Better °i"w10i0— °"M" — PE #39712 SHtrao FUII 2 d 14 403220 C Stmaural r -- DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) 1/1 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW WINDOW HEIGHT TABLE 1. WIDTH GLASS TYPE 26" 38 318" 44" 50518.. 63" 72" 74" 76" A,C,E,I 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 94.6 78.5 78.5 75.7 75.7 73.0 73.0 19118" G 80.0 120,0 80.0 120.0 80.0 120.0 80.0 120.0 80,0 120.0 80,0 114.2 80.0 110.1 80.0 106.2 B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80,0 119.5 A,C,E,I 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80,0 84,9 68.9 8.9 66.2 6.2 63,6- 3.6 24" G 80.0 120.0 80.0 120.0 80.0 120.0 80,0 120.0 80.0 120.0 80.0 100.3 80,0 96.3 80.0 92.6 8,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 1 120.0 80,0 1 -120.0 80.0 112.8 80.0 108.3 80.0 104.1 A,C,E,I 80,0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 80.0 62.0 62.0 59.1 59.1 56.4 56.4 32" G 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 116.4 80.0 90.3 80.0 88.0 80.0 82.0 B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 101.5 80.0 96.7 80,0 92.3 A 80.0 120.0 80.0 120.0 80.0 120.0 80.0 105.0 80.0 80.0 61.3 51.3 58.0 58.0 55.0 55.0 37" B,D,F,H,J 80,0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 100.3 80.0 94.9 80.0 90.1 G 80.0 120.0 g0.0 120.0 80,0 120.0 80,0 120.0 80.0 116.4 80,0 89.1 80.0 4.4 80.0 80.1 C,E, 1 80,0 120.0 80.0 120.0 80.0 120.0 80.0 115.0 80.0 80.0 61.3 51.3 58.0 58.0 55.0 55.0 A 80.0 120.0 80.0 120.0 80.0 111.8 80,0 91.6 80.0 1 -80.0 61.3 61.3 58.0 58.0 55.0 55.0 B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80,0 120.0 80.0 100.3 80.0 94.9 80.0 90.0 G 80.0 120.0 80.0 120.0 80.0 120.0 80,0 120.0 80.0 116.4 80.0 89.1 1 80.0 84.4 80.0 80.0 C,E, 1 80.0 120.0 80,0 113.0 80.0 107.0 80,0 103.0 80.0 80.0 1 61.3 1.3 1 58.0 58.0 55.0 55.0 A 80.0 120.0 80.0 108.0 80,0 95.8 80.0 85.6 76.4 76.4 1 61.3 61.3 58.0 58.0 55.0 55.0 8,D,F,H,J 80.0 120.0 80.0 120.0 1 80.0 120.0 80,0 120.0 80.0 120.0 80.0 100.3 80.0 94.9 80.0 90.0 G 80.0 120.0 1 80.0 120.0 80.0 120.0 80,0 120.0 80.0 116.4 80.0 89.1 80.6 84.4 80,0 80.0 C,E, 1 80.0 120.0 80.0 104.0 80,0 93.8 80.0 89.9 80.0 80.0 61.3 1.3 58.0 58.0 55.0 55.0 A 80.0 120.0 80,0 96.8 80.0 87.6 78.0 78.0 68.3 58.3 61.3 51.3 58.0 58.0 55.0 55.0 48„ B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 80,0 120.0 80.0 114.9 80.0 100.3 80,0 94.9 1 80,0 90.0 G 80.0 120.0 80.0 120.0 80.0 120.0 80,0 116.0 80.0 102.1 80.0 9.1 80.0 84.4 80.0 80.0 C,E, 1 80.0 120.0 80.0 94.8 80,0 83.7 79,7 79.7 70.2 70.2 1 61.3 61.,3 58.0 58.0 55.0 55.0 A 80.0 117.7 80,0 85.4 77.0 77.0 69.6 69.6 59.5 59.5 56.4 56.4 55.7 55.7 55.0 55.0 53118" B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 113.9 80.0 99.1 80.0 92.3 80.0 91.1 80.0 90.0 G 80.0 120.0 80.0 120.0 80,0 111.9 80,0 101,3 80.0 8.1 80.0 82.0 80.0 1.0 80,0 80.0 C,E, I 80,0 117.7 80,0 5.4 73,9 73.9 69.6 59.6 80.6 50.6 56,4 56.4 55.7 55.7 55.0 55.0 GLASS TYPES: A. 3116" ANNEALED B. 3118" TEMPERED C. 114" ANNEALED D. 1/4" TEMPERED E. 13/18" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED F. 13116" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3116" ANNEALED H. 13116" I.G., 3116- TEMPERED, AIR SPACE, 3/16" TEMPERED I. 13!16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED J. 13116" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED GLASS O TECHNOWOY DRNE NtN(01,95,fL 3/476 P.O.90% 1659 NOKOMI9, R 3447e Vidbly Better 8 W iT. ILUM. SINGLE HUNG WINDOW, NON -IMPACT eaw,e t"is arrboo NTS 3 .14 ["4032-20 1 C LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. RODUCT RENZWOD as complyingwltb 16e P1aelb 9Wding Cwk Acceptn9ce ll' I IO1. S3 @aplt9' Datb1% BY M- 7 adp.. I PRODUCY RwLmmlegwkbeaPloft Nift I Co" Al,W- mkki -121. 13 7 et DMtbe Z z7 l R rt L. Clalk, P.E. PE #39712 SNucluml DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/HIGH SILL OPTION WINDOW A. 3/16" ANNEALED E. 13116" I.G., 1/8" ANNEALED, AIRSPACE, 118" ANNEALED B. 3116" TEMPERED F. 13/16" I.G., 1/8!' TEMPERED, AIR SPACE, 1/8" TEMPERED C. 1/4" ANNEALED G. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED WINDOW HEIGHT H. 13116" I.G., 3116" TEMPERED, AIR SPACE, 3116" TEMPERED WIDTH GLASS TYPE 29 314" 383/8- 44" 506/811 63" 72" 74" 76" 191/8" A,C,E,G,I 80.0 120.0 80.0 120.0+80.0 720.0 80:0 520.0 80.0 88.4 51.3 51.3 49.3 49.3 47.5 I -47.5 80.0 120.0 80.0 120.0 80.0 -120.0 80.0 120.0 80.0 120.0 80.0 102.7 80.0 98.6 80.0 -94.9 24" A,C,E,G,I 80.0 120.0 80.0 120.0 80.0 -120.0 80.0 120.0 80.0 80.6 46.4 46.4 44.4 44.4 42.5 42.5 B, D, F, H. J 80.0 120,0 80.0 120.0 80.0 -120.0 80.0 120.0 80.0 120.0 80.0 92.9 80.0 88.8 80.0 -85.0 32" A,C,E,G,I 80.0 120.0 80.0 120.0 80.0 i -120.0 80.0 120.0 80.0 80.0 44,6 44.6 42.2 42.2 40,0 -00.0 B, D, F, H. J 1 80.0 120.0 80.0 120.0 80.0 ! -120.0 80.0 120.0 60.0 120.0 80.0 89.1 80.0 84.4 80.0 ! .80.0 A 80.0 120.0 80.0 119,0 80.0 j -94.5 80.0 93.0 80.0 80.0 44,6 44.6 42.2 42.2 40.0 40.0 37" B, D, F, H, J 80.0 120.0 80.0 120.0 80.0 ; -120.0 80.0 120.0 80.0 120.0 80.0 89.1 80.0 84.4 80.0 -80.0 C,G 80-0 120.0 80.0 120.0 80.0 I -120.0 80.0 115.6 80.0 80.0 44,6 44,6. 42.2 42.2 40.0 I 40.0 E, 1 80,0 120.0 80,0 119.0 80.0 -114.0 80,0 107.0 80.0 80.0 44.6 1 44.6 42.2 42.2 40.0 40.0 A 80.0 120.0 80.0 109.0 1 80.0 -90.4 80.0 88.6 76.3 76.3 44.6 44.6 42.2 42.2 40.0 40.0 w..+80,0B, D, F, H. J 80.0 120.0 80.0 120.0 80,0 I -120.0 120.0 80,0 120.0 80.0 89.1 80,0 84.4 80.0 i -80.0 C,G 80.0 120.0 80.0 120.0 80.0 i -111.2 80.0 102.8 80.0 80.0 44,6 44.6 42.2 42.2 40.0 ! 40.0 E, 1 80.0 120.0 80.0 107.0 80.0 -104.0 80.0 98.2 80.0 80.0 44.6 44.6 42.2 42.2 40.0 140.0 A 80,0 120.0 80,0 92.7 80.0 -84.5 80.0 82.7 70.4 70.4 44.6 44.6 42.2 42.2 40.0. 40.0 B, D, F, H. J 80,0 120.0 80.0 120.0 80.0 -120.0 80.0 120.0 80.0 120.0 80.0 89.1 80,0 84,4 80.0 I -80.0 C,G 80.0 120.0 80.0 107.2 80.0 -97.6 80.0 89.5 80.0 80.0 1 44,6 44.6 42.2 42.2 40.0 { -40.0 E. 1 80.0 120.0 80,0 93.2 80,0 -91.9 80.0 89.5 76.3 76.3 1 44.6 44.6 42.2 42.2 40.0 i- 40.0 A 80.0 117.0 80.0 89.2 76.7 I -76.7 74.8 74.8 63.0 63.0 44.6 44.6 42.2 42.2 40.0 i 40.0 48" B. D, F, H, J 80.0 120.0 80.0 120.0 80.0 -120.0 80,0 120.0 80.0 114.7 80.0 89.1 80.0 84.4 80.0 -80.0 C,G 80.0 117.0 80.0 96.0 80.0 I -87.0 79.3 79.3 70.1 70.1 44.6 04.6 42.2 42.2 40.0 j 40.0 E, 1 80.0 113.0 80.0 82.4 80.0 I -81.3 79.3 79.3 70.1 70.1 44,6 44.6 42.2 02.2 40.0 40.0 A 80,0 103.8 80.0 84.4 69.2 ! -69.2 66.3 66.3 56.7 56.7 41.0 41.0 40.5 40.5 40.0 i 40.0 53 1/8" B, D, F, H. J 80.0 120.0 80.0 120.0 80.0 -120.0 80.0 113.2 80.0 98.8 80.0 81.9 80.0 80.9 80.0 80.0 C,G 80.0 103.8 80,0 84.6 78.3 , -76.3 69.2 69.2 60.4 60.4 41.0 41.0 40.5 40.5 40.0: 40.0 E, 1 80.0 103.8 72.5 72.5 70.6 .70.6 69.2 69.2 60.4 60.4 41,0 01.0 40.5 00.5 40.0 , 40.0 GLASS TYPES; A. 3/16" ANNEALED E. 13116" I.G., 1/8" ANNEALED, AIRSPACE, 118" ANNEALED B. 3116" TEMPERED F. 13/16" I.G., 1/8!' TEMPERED, AIR SPACE, 1/8" TEMPERED C. 1/4" ANNEALED G. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED D. 1/4" TEMPERED H. 13116" I.G., 3116" TEMPERED, AIR SPACE, 3116" TEMPERED 0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKDMt6, FL 34274 I. 13116- I.G., 3/16" ANNEALED, AIR SPACE, 118- ANNEALED J. 13/16'1.G., 3116" TEMPERED, AIRSPACE, 118" TEMPERED a„" o DESIGN PRESSURES, STANDARD VIE oft ALUM. SINGLE HUNG WINDOW, NON -1, jCffeT aMYMledit e OMeIY sHdp9 NTS 4 d 14 4092-20 W iT. LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. RODUCT REMEM as comtdylog with shimi m 9aldlog Code Afeeptonco No O . Espintloa Dale Ira By Miaml Flub d lMODUCT REVISED aseomplylag watt as Flsrlda sewing Cods Aeaeplaece Nd ffmiF Ilb e ` DA61os eurIN Robert L. Clads, P.E. PE #39712 _ S. rel r- - DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE I" SMALLER) TABLE 3. CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W/ HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX..HT. FLANGED AND 75" MAX. HT. INTEGRAL FIN) WIDTH GLASS TYPE 17118 1 22 11/18 1 28 3118 33 314 39 5116 4413/18 1 503/8 5515116 W T. NOTES: WIT. MINUS SASH HT. SASH 0" MEETING RAIL A,C,E,I +80,0 -120.0 +80,0 -120.0 +80.0 ; -120.0 +80.0 1 -120.0 +80.0 -118.0 +80.0 -100.2 +Bp.p $7,1 +70.8 70.8 191/8 B. D, F, H, J, +80.0 -120.0 +80.0 -120.0 +80.0' -120.0 +80.0 _-120.0 +80.0 -120.0 +80.0 120.0 +80.0 120.0 +80.0 -120.0 G +80.0 -120.0 +80.0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 1 -120.0 +80.0 -115.1 X" A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -103.0 +80,0 $6.2 +74-1-F774.1 +59.5 59.5 24 B, D, F, H, J +80,0 -120.0 +90.0-120.0 +80.0 -120.0 +80.0 -120.o +80.o -120.0 +80.0 -120.0 +60.0 I -120.0 +80.0 -119.7 G 80.0 120.0 80.0 120.0 80,0 -120.0 80.0 120.0 +80.0 120.0 80.0 120.0 80,0 -120.0 80.0 96.8 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSUREA,C,E,I +80.0 -111.0 +80.0 120.0 +80.0 1 -117.0 +80.0 94.2 +g0.0 $5.7 +74.3 74.3 +82.8 $2.8 +49.1 49.1 32 B, D, F. H, J 80:0 111.0 80.0 120.0 80.0 -120.0 80.0 120.0 +80.0 -120.0 80,0 120.0 80.0 -113.5 60.0 97.9 OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. G 80.0 111.0 80.0 120.0 80,0 -120.0 80.0 120.0 +80.0 -120.0 80.0 120.0 80.0 -101.8 79.7 79.7 NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 37 A,C,E,I +80.0 -98.0 +80.0 -119.0 +80.0 -91.9 +80.0 -86.1 +80.0 $0.5 +70.9 -70.9 +58.8 58.8 +45.2 45.2 B, D, F, H, J +80,0 98.0 +80,0 -120.0 +80.0 -120.0 +80.0 120.0 +80.0 120:0 +80.0 120.0 +80,0 i -105.8 +80.0 60.3 G 1 +80.0 98.0 80.0 120.0 80.0., i -120.0 80.0 120.0 +80.0 -120.0 80.0 115.3 1 80.0 -95.5 73.5 73.5 3. 76" MAX. FLANGE WINDOW HT. 75" MAX. FIN WINDOW HT. ftODUCTRENEViFD assnmp nBwBnthoFb115s RuldollCodsAcccptuoceNo g uonDatjQ- UQj-_032O1lo 40 A +80.0 492,0 +80,0 -108.0 +80.0' $7.4 +80.0 -81.5 +70.8 -70.8 +69.0 $9.0 +57.3 -57.3 +43.6 43.6 B. D, F, H. J +80.0 -92.0 +80.0 -120.0 1 +80.0 ' -120.0 +80.0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 $7.0 C,E,I +80.0 -92.0 +00.0 -106.0 +80.0 i -103.0 +80.0 -92.8 +70.8 -70.8 +69.9 $9.9 +57.3 57.3 +43.6 43.6 G +80.0 32.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.6 +80.0 -115.0 +80.0 -113.7 +60.0 -93.2 +70.8 -70.8 A,C,E,I +80,0 $5.0 +80.0 92.3 +80.0 $1.3 +75:1 75.1 +59.5 59.5 +58.4 58.4 +56.2 56.2 +41.9 41.9 B, D, F, H, J 80.0 5.0 80.0. 420.0 80.0 -120.0 80.0 120.0 +80.0 -117.9 80,0 116.6 80.0 -99.9 1,+80.0 3.7 C,E,I 80.0 5.0 80:0 33.1 80.0 -91.0 ap,p 5:1 +59.5 59.5. 58.4 58.4 58.2 158.2 41.9 41.9 Mon dB Ps94ae1, a G +80.0 -85.0 +80.0 -120.0 +80.0 -109.8 +80.0 1 -101.4 +60,0 36.7 +80.0 -94.8 +80.0 i -91.3 +68.1 $8.1 48 A +80.0 -111.9 +80.0 -88.8 +73.3 -73.3 +67.2 57.2 +51.4 51.4 +49.6 -49.6 +49.0 1 49.0 +40.8 40.8 B, D, F, H, J +80.0 -120.0 1 +80.0 -120.0 +80.0 ! -120.0 +80,0 -120.0 +80.0 -101.2 +80.0 38.4 +80,0 38.0 +80.0 $1.5 C,E,I 80,0 109.0 80.0 2.2 80.0 , $1.2 75.0 75.0 +51.4 -51.4 49.6 49.6 49.0 49.0 40,8 40.8 FtlonucrtuwsM G 80.0 120.0 80.0 110.2 80.0 I -96.9 80.0 88.6 +80.0 $3.5 80.0 0.6 79.6 -79.6 66.3 86.3 ncomp"vitM1b Ssldlsa Cods AsaphsNNs 2 ' k " s BePMD"kee A +80.0 -99.0 +80.0 $1.8 +64.4 ; -64.4 +56,9 58.9 +43.7 43.7 +41.6 41.6 1 +40.4 40.4 +40,0 40.0 531/8 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -114.8 +80.0 -103.5 +80.0 $5.6 +80.0 $ 0.0 -80.01.9 +80.0 -80.2 +8 C,E,I +80,0 99.0 *72.3 72.3 +70.8 70.8 +84.5 $4.5 +43.7 43.7 +41.8 41.6 +40.4 40.4 +40.0 40.0 G +80.0 1 -117.0 1 +80.0 36.7 +80.0 ! -84.3 1 +76.3 -763 1 +71.0 -71,0 +67.6 $7.6 +65.7 , $5.7 +65.0 $5.0 GLASS TYPES: A. 3/16" ANNEALED E. 13!16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED I. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED B. 3/16" TEMPERED F. 13/16" I.G., 1/8" TEMPERED, AIRSPACE, 1/8" TEMPERED J. 13/16" I.G., 3/16" TEMPERED, AIRSPACE, 11W TEMPERED C. 1/4" ANNEALED G. 13/16" I.G., 3116" ANNEALED, AIRSPACE, 3/16" ANNEALED D. 1/4" TEMPERED H. 13/18" I.G., 3116" TEMPERED, AIR SPACE, 3/16" TEMPERED n.t FIG 2/1&fl7 C NO CHANGE THIS SHEET o.ossa.• DESIGN PRESSURES, CUSTOM . HT. -S. Robert L. Clerk. P.E. PE 10'39712 Suuclund FIC 2Ai p7 B NO CHANGE THIS SHEET FK 11/17AM A REVISE STOMFORMAT DE IGN PRESSURES ADD FIN. 1079 TECHNOLOOV ORNE NOKOMIB. FL94275 P.O. BOX 1629 NOKOM16, Fl. 94274 ALUM. SINGLE HUNG WINDOW, NON -IMPACT nr" pyy,• F.K 714105 J.J. d? Z VW* Better - wewR 1°` "e S/1dp9 NTS 5 > 14 - 403220 C r -- SEE DLO TABLE SEE DLO TABLE MAX.) 1 49 5/B" MAX. FIXED DLO (ALL) O j X j 00 110 IVI An. rL MUMU "lU I" tALL MCMI IUN Ut IAILS) 52 1/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) D +I II 75" AX. HIGH SILL C I.F. L 415/8" 411/4" SEE' LO D .I HEI HT TABLE SEE DLO 52 518" 52 11/18" E 521/4" 525/16" TABLE SASH O DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3116" B 277/16" 271/8" 70' MAX. D 18 318" 15 314" E FLANGED 15 314" TABLE 4. 38 118" HEI HT MAX. SASH SEE DLO TABLE X HEI HT 75" MAX. A I.F. HEI 3HT A, 76'1 4AX. FLANGED HEI HT IS E NO E4 481/4" MAX. r—VENTDLO(ALL)'I DETAIL B DETAIL A VIEW (STANDARD SASH) 1/1 7I B 75" MAX. 76" I.F. I. SEE DLO HEI HT TABLE EE DLO O STABLE O j70" MAX: 78 AX. FLANGED FLANGED HEIGHT HEI HT SEE DLO TABLE X j SASH SEE DLO TABLE X j 20" SASH HEIGHT71 HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS, 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 21FK &07 C NO CHANGE THf8SHEET - s E—I E HEI T 10 TECHNOLOGY DR NOKOMIS. FL $4275 P.O. SOX 1620 NOKOMIS, FL 34274 DETAIL C VERTICAL DAYLIGHT OPENING C r1 FIXED LITE LOW SILL HIGH SILL CSEEDLO TABLE O j L 415/8" 411/4" SEE' LO XTABLE D DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 112" 34 3/16" B 415/8" 411/4" C 41 1/4" 40 7/8" D 52 518" 52 11/18" E 521/4" 525/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3116" B 277/16" 271/8" C 277/16"271/8" D 18 318" 15 314" E 16 3/8' 15 314" TABLE 4. IL UM. SINGLE HUNG WINDOW, NOW mere -; —1, slreoa NTS B + 14 4092-ZO 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT SEE NO E4 I*WUCTRENEWED 43 mmpbkng wit61M Plael& Raiding Coda Aeeeptooc4 No Lcpiralion Uat Ifo S1IOnt Orth .. r"DuCP REVIM m aW.g wS! u4 Bbcld IbMInf Code . 211. pAepft 1ErpintioaDate alwle. e L RA L. Clark. P.E. PE 839712 SWoturw F+ -2:784' - INSIDE - 9810 ` 4 BALANCE PARTS USED ON SASHS <40 LBS MAX. FIXED 11 LITE 7, 8 OR 17 DAYLIGHT OPENING 25 OUTSIDEA OUTSIDE 1 1.. VENT NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27OPTIONALBOTTOMLOCKS, (1) 6' FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE - OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 50 1 L 2. 30 LOW SI L I . . 7 1 m 48 LOW SILL HEAD JAMB OUTSIDE Ip~ 2.719' OUTSIDE II BALANCE PARTS USED ON SASHS >40 LBS 14$ 16 IODUCr RENXM oomPll'lap whh the F1WW IwInBCodexepMateNot IEcpingooDat lb 11' AVA W;. P(y4m .9b 9„ Flaws Bw11 Co" Acxn s.*.Ns-ILN. S0.Af.. V.k v (LOW SILL) (HIGH SILL) ZJ OMim SEENOTE ABOVE 54 64 12 uLTRALiFT 89 65 OR 66 ONLY 12 ULTRALIFT SECTION C -CONLY ALTERNATE HIGH SILL RADIUS TOP HEAD DETAIL - FLANGED VERSION) HEEr MIS, FLTIONS1_ lelll MEET NOKOMIB, FL 96276 rr ALUM. SINGLE HUNG WINDOW, NON -IMPACTMOVESWEEPLATCHNOTE - P.O. BOX 1520 Ro rt L. Clerk, P.E. NOKOMI9, FL 94274 Visibly Beaer °i°11b° ° e•..a PE a39712 s> ea2 Hel/ 7 + 14 4'032.20 C scud DESCRIPTION IGE FRAME HEAD 1.000 QUAD PN. SMS IGE FRAME SILL (LOW SILL) ESIVE OPEN CELL FOAM PAD IGE FRAME JAMB I STOP(ALUMA-TILT) 1 STOP (EGRESS) 1125 LONG 612244 11 1 1#8 X.750 PH. PN. SMS 7834AA 12 . BALANCE BOTTOM BRACKET 7BALTBKT 13 1085 SASH TOP GUIDE, 6/8" BAL. 42504 14 4029-1 CALDWELL ULTRA LIFT BALANCE, .670" 64071 15 8 X 1 PHILLIPS FLATHEAD S. STL 78X1 FPAX 16 1080-1 .870 ULTRA.LIFT BALANCE COVER 6BALCVR670 17 4053 SASH STOP (ULTRA -LIFT) 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 8-32 X1P2" LG. PH. FH. TYPE F S. STILE 32X12FPFX 20 1088 SASH TOP GUIDE. 11116" BAL. 425058 A t 27 1 1018 #8 X.625 PH. FL. SMS 7858 28 1 4007 1 SASH BOTTOM RAIL (LOW SILL) 612230 30 1 1225 IWSTP.,BULBMNYL 6TP249 31 1 4008 ISASHSIDERAIL i 612231 38 1 4V14B JULAZING BEAU, 3/15 & 114. W/O GK. 64014 40 4046A JGLAZINIG BEAD, 3M6&1M.W/GRILL KIT 644842 46 4087 GLAZING BEAD, 113116" I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A I FRAME. I.F. LOW SILL 64072 00 1 1014 SCREEN FRAME (MGR. & VER.) 61014 58 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -1135 DIA FOAM 61624K 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 10 TECHNOLOGY 0" NOKOMIS, FL 34276 P.O. BOX 1620 NOXOMI8. FL 51274 ITEM DWG # DESCRIPTION PG*T# 64 1161 #6 X 1.000 PH. BUGLE TEK 708X1 65 FOAM TAPE 1/4 X 1/2 - FOR 3/16 61412K 66 1208 FOAM TAPE 1/8 X 1/2 - FOR 1/4 61308K 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 5050A FLANGE FRAME SILL (HIGH SILL) 64050. TO I ISILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 3116" ANNEALED 81 B. GLASS, 3/16" TEMPERED 82 C. GLASS, 1/4' ANNEALED 83 D. GLASS, 1/4"TEMPERED 86 E. GLASS, 13/16" IG; 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED 87 F. GLASS, 13116" IG; 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED 88 G. GLASS, 13/16" IG; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED 89H. GLASS, 13/16" IG; 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 90 I. GLASS, 13/16" IG; 3/16" ANNEALED, AIR SPACE, 1 /8" ANNEALED 91 J. GLASS, 13/18" IG; 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED 2.7 4— FRAME, TtODOCT R1iNF.W6D 4scompWngwftbthe tao11t14plo9oldingCoda 5olding. 08M6nFRAME, I.F. HEAD 4071A,8063 -TB I.F. LOW SILL 4072A,0003 -TB 2.90 PIIADUCT R6VI88D w cempble{ wtu @a OGiMO li wkn Coos ! LO 2.37 Ig red- 01,04 f(AU11 O8 4.171 Dfrhbe 062 2. 10 OFRAME, I.F. HIGH SILL (B FRAME, I.F. JAMB49 — # 4073A,6063 -Te 50 # 40748,6063 -Te PARTS LIST AND FRAME CORNER DETAILS 717 ALUM. SINGLE HUNG WINDOW, NON -IMPACT Robert L. Clads, P.E. bly Better — — °""Oe` — PE 039712 I. NTS 8 - 14 4032-20 C Structural 2.784 jr T- 2.8301,383 0 082 O FLANGE FRAME HEAD 94002A, 8063-T6 - 77A4- 1.749— 1.749 O FLANGE FRAME SILL (LOW) 4003C,6063 -T6 2.7101-1.513-- .738 082 . 082 .490 I x.040T SASH STOP SASH SSTOP COVEROFLANGEFRAMEJAMB #4025.6063-T6 % #4053, 8063-T6 94004,.6063-T6 USED AS RADIUS TOP HEAD) 1on[ 1.342 ff1112 .155 21 FIXED MEETING RAIL 4054C,8063HD-T8 Q 3.446 1-2.784------i 69 FLANGE FRAME SILL (HIGH) 4050A, 8083-T6 r-2.279---1 jI((j'''' 1.707 062 2.328—y 1.9979I. 062 I.F. FRAME 2 SEALANT OR GASKET — AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I --I.F. FRAME VIEW D -D VIEW E -E 111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) FRAME CORNER CONSTRUCTION 1.166 082 1 349 J_ SASH SIDE RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) 3 # 4008, 6063-T5 1 1.os74006C,6063HS-TG #4007,6063-T6 2.326-----1 2.638 062-01 O SASH BOTTOM RAIL (HIGH) 4061A,6063 -T6 10 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, R 31274 L 6611 39 GLAZING AD 3/16" OR 1/4" 883050440148,6063-T5 11.097 1.057 46 GLAZING BEAD 13/16" IG 94087,8063-T5 888 O6 40 GLAZING BEAD 3/16" OR 1/4" 4048A,6063 -T5 USED W/ GRILL KIT) ALUM. SINGLE SHM Haff • 1414092-20. 1414092-20 WELD ALONG BOSS (2) 410DUC: AENEWI'A m complying with the Nlorlds Guiding Code s«epmxc Noj EXIII"inn polo OI ro BYMhonl 1#AO1! Dh% wub do rAdft XYl'.E'Robea PE #39712 Sbucluml ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLES. WINDOW HEIGHT SUBSTRATE: 28.803 1 34.603 40.603 46.603 52.603 1 58.603 1 64.603 76.000 ANCHOR TYPE: NO Rulaing Coad leceptan6e N O. 3 n OO c'Vcl NZ0 ZmN-ro0clipZ pN' NUUON Z p Z c!WINDOW U U ZU p ONp WDTH ZU Z 0 MAK PSF !18 GLAS O HEAD 2 TYPE 3UU owascedJAMB11;0 WrG. RAIL u JAMB BELOW 3 WIS. RAIL pN41ae 3 U UUU B,D,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 19:125 H,J 112 1 2 1 2 2!2 1!2 2 2 272 212 2'2 2 3 212 2;2 2r3 2 2 2 3 2i3 2 2 3 3 3 3 2 2 3 3 3 4 313 313 AC, E, I 1 1 1 1................._.............,....................... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1i2 1i2 1 2 22 1j2 2 2 2j2 2:2 22 2 3 2;2 212 2 2 2T2 2t2 22 2 2 2r2 2'2 2 2 212 2 3 272 22 B,D,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,J 1 2 1 2 2 2 2;3 1 2 2 2 2 2 i............I.................._ 24.000 3 2 2 3 3 3 2j2 3i3 3 4 2'2 31.. 314 2 2 3;3 3 4 2 2 3 3 414 3 3 4:3 1:2 1i2 2 2 23 1'2 2 2 7 3 2i2 213 3 3 2:2 3i3 2 2 2 2 2i2 212 2 2 212 21.2 2 2 2 2 2 3 2j2 2'3 PSF 119 119 B,D,F,G, 2 1 1 2 1 2 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 32.000 H,J 2 2 212 2L2 213 2`2 2'3 2;3 2':.3 4 2j3 3i3 3'S 2t3 314 314 3 3 34 314 3 3 3 4 4 5 3i3 414 1 1 1 Y.............................................:........................................ 1 1 1 JF33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1qCEl 12 2i2 2 2 213 21:2 2$ 2 3 2 3 3 4 2i3 3 3 2'3 212 2 3 2 3 2 2 V2 213 2 2 3 2 2'3 2j2 3i3 PSF 103 117 119 37.000 B,D,F,G, H,J 2 1 2 2i2 2:2 2 2 2 1 2 2i3 2 3 3 3 2 3 4 1 2:3 2 2 3 4 3 4 2 2'3 2 2 3j4 3 5 2 2 3 2 2 2 3'4 315 3 3 2 2 4 4 4i5 1 1......................,..... 3 3 2 2 1 4 4 4 5 3i4 2 414 2 1 2 2 1 2 2 1 2.12 2 2 2 1 2 2 1 1 1 1 1 1 1 1 2:2 22 2 2 213 2i3 3j3 3 4 2 3 3`4 3 4 23 34 2 3 213 23 213 2 2 213 213 2 2 3 3 3 4 2:2 33 PSF 95 108 120 119 B,D,F,G, 2 2 2. 2 2- .2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 40.000 H,J 2':.2 2'2 2 2 33 2;3 3 3 3 4 2 3 3':4 3 5 3:3 3i4 31 5 33 4!5 3 5 3 3 4j6 4'5 3'3 4 5 4 8 3i4 4i5 qC E l 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2i2 2 2 3;3 2:3 3 3 3 4 2i3 3i4 3 4 2 3 3 4 2 4 2 313:3 2i3 2 2 2':•3 2!3 2 2 3 3 3 4 2:2 3j3 PSF 87 99 109 119 B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 2 44.000 H,J 2j2 2:2 2 2 3;3 23 3'3 3 4 3;3 34 3 5 3!3 4 4 4 8 3j4 4;5 3 5 3 3 45 415 3 3 4 5 416 44 515 AC,E,I 2 8 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 T -2 —l' 2 2 2 22 2 2 2 2 2i3 213 3`3 3'4 2;3 3:4.3 4 23 3:4 3 4 23 3i3 23 2 3 2;3 2'4 2 3 3'$ 314 213 34 PSF[ 2i 9 119 90 100 113 114 119 B,D,F,G, 2 2 2 2 2 3 2 2- 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 H,J T48.000 2 212 2 2 3i3 213 3I3 3 4 33 3j4 4 S 34 45 4 8452 CEI 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2q 22 2 2 2}3 213 2 3 3 4 2 3 3':,4 3 4 213 3':4 3 4 2 3 3i3 24 2 3 33 2:•4 2 3 3 3 3 4 2i3 314 PSF2 118 82 90 1 103 1031 118 113 B,D,F,G, 2 2 2 3 2 2 3 2 3 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,J 212 2`2 'i'1'2 3'3 2j3 3 3 3 4 34 3 3`4 3 5 2 3,4 41514118 3T4 415 4i8 3 4 45 4•:`8 3 4 5 6 5 7 45 5i8 2 2 2 2T2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 212 22 2j3 2i3 2 3 2 4 2 3 3'4 3 4 23 34 3 4 2 3 33 3i4 T 3 33 314 2 3 3T4 3 5 2:3 3j4 16 TECHNOLOGY DRIVE ANCHORAGE SPACING, NOKOMIS, FL 34276 M. P.O. Box 1649 ALUM. SINGLE HUNG WI NOKOMI$, FL 34274 V41b{7 Besu, 7Nstta6oNTS 10 + 14 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -1112 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. FULL DP) JAMB ABO 2 3 MTG. RAIL / JAMB BELOW MTG. RAIL NDOWS 21 ° V NON -IMPACT R on L. C h. P.E. PE 639712 032_X92 20 C Swauml AODUCT R[NEWF,O a, eom*In9 aNA the pladit Rulaing Coad leceptan6e N O. 3 ExpinB nDalo gpl(o ByMlaml Dww TABLE KEY: DP LIMITED) MAK PSF !18 mucrnrA= HEAD 2 tsea *mswYltl nwlh ABOVE 2 3 ft owascedJAMB11;0 WrG. RAIL u JAMB BELOW WIS. RAIL pN41ae FULL DP) JAMB ABO 2 3 MTG. RAIL / JAMB BELOW MTG. RAIL NDOWS 21 ° V NON -IMPACT R on L. C h. P.E. PE 639712 032_X92 20 C Swauml r-, ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS V.- 4 3 TABLE& ANCHORAGE NOTES: 22_13-j-2_ *'3"*3' 2; 2 WINDOW HEIGHT TABLE KEY: LIMITED) 1, ANCHOR TYPES: I -1/4" ELCO TAPCONS 44.000 2.114" ELCO SS4 CRETE -FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: I HEAD - 18 1/2" MAX. FROM TOP CORNERS SUBSTRATE: 29,655 37.155 44-655 1 52.165 1 59.655 67.155 74.655 76.000 ANCHOR TYPE. ---o 0 L) 01 ()1 u 0 C" o1c" 01 0 0 0111(, 121 Z V) z z q 0 z z C, c'j" zul_ Lz) m 0 z z zzWINDOWGLASSq0, C4 Z: - z 0 .0 0`1 N - O cm 0 z zclo( z0OC400Ocl0OC4200Q00c'r CIT .4 03' 0 0 0 0 0 C4 0WIDTHTYPE00000 0 o 3. 0 0 0 0 3: L) 1 1 EPSF113119111 AMBS 11 12 MAX. FROM TOP CORNERS D, F, ..... 15" MAX. FROM BOTTOM CORNERS 19.125 H. J i ..... ...... i. . 1.. . 1 : 1. 1 1 1 I'', ... f T ir... - ......... ....BELOW MTG. RAIL i 22. 2 2 2 2:2 2! 2 3i2 13 3i2 3IL2 SILL - ANCHORS NOT REQUIRED A,C.E, 1 1 1 1_ 1 1 1- 1 1 1 1 1 1 1 1 1 1- 1G.1 11- -1-1', -1 'i'2 T22r2 2-- 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 90 119 103 119 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 B, D, F. I I 3: 3 3 i iTi, 3; Jill 3 T'. 21 3 113 4 1 41 4. DESIGN PRESSURE LIMITATIONS: 24.000 H,.J ja I . jL 'iT2IL22 'S 4 i S 1-3 3 '.i 4 A.C.E, 1 1 1 1 SIZE —BLOCKS 01 THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 2] MAXIMUM DESIGN PRESSURE WITH THE QUANTITY2 .2:2 212 2 2 Y 2GI1A22222i j , 2 2 2 PSF 68 Ill 77 111 119 OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR B. D, F, 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM 1..........7.........._....- i 2 DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND22, 2: 2 3: 3 2 fil', i32.000 H. J *4-j'.*4'[4 'j, D 3 :3 5; 4 4 3 12 *4j3 41 '4"3! 2 4PE 15 AVAILABLE. 13 GLASS TY A,C,E, 2 1 0.1 1. 1. i2 2 1 2 2 1 2 2 1 1 1 T_ 11 3 ..... ..... 3:! 2 3 2 2 PSF 591 96 67 961 1109 119 - 3 i 2 2!2 6, D. F,. 2 1 2 2 2 2 2 2 2 2 2 2 3 1 2 1 2 2 2 2 2— 1 F22F I1443351 Yj 2171 414 4 [4'1' 4-3- 37.000 H, 2 2 313 1 41 13 C 4 5 4: 3 5:4 13 A,C,E, 2 1 2 2 2 2 2 2 2 2 2 1 2 1 21:2 i! 2 2 :2:::2 2H1 2 5T; 1A 12 313 T4 4 3 3 3 2m- i72i 2i2I 13 1GJjTL . 1 - _4 3: 3 PSF U 99 62 69 101 _L13 19L_ B, D, F. - 2 2 2 2 2 2 3 2 2 3 2 1 3 3 2 3 2 1 2T-2 2 52 2 2H.JT44 -r3= -51-6 4 5;4 4 31552':,2 _T - 3 3731TI i 5 F5 3 5 1 41 4Tj 4 3 5 427- T40.000 H. i I _. 21 i. 2 ji 3 F3 A.C.E, .2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 1 2 2 2 1 2 N.f.i ..S il.. . .. .. - - - 4 4.141Y ..... ..... ........ .... GJ j. B ISCLO 4 ITALICIZE OP LIMBED SUES AND MOD. NOTE 4 A'1ADD 5PZK.VffleNfffiEREANCH0RQ IS"RE67RICTEDBYSIZE. P.O.Box lug ln l Im_ I NONOMl9, " _." I Vfsib& Better ILUM. SINGLE HUNG WINDOW, NON -I SH I N'TSJ11 - 14 I"40.V-0 RMUCTRLMMM a1compvImwfrhth#pjmft qUIdInCDde tcepteero Ne Ej x?WoUoq 1ftfVbJJQU'dMZ,4DI (o By GA56- mlow ?mftd_c"kr__) DIVISID r pRomicl, REVISED j.—phylat ith be Fbrlde BuldletZ CW. A1.M[z.N-.Q6_!q 10 Ro LL. Clark P.E. PE #397/2 Structural i j 11i vi 2'2 2 1"i "i i 3'3 V. 414 V.- 4 3 3 21312 3: 3 22_13-j-2_ *'3"*3' 2; 2 TABLE KEY: LIMITED) PSF J 49 1 81 56 81 11191 92 1021 1171118 44.000 2B, D. F,j 2. i.j 2 2 3 2 2 3 2 3 2 H, J 2'2 3 3 2 43 3 3 4 5'51.6.4 i 2 T 2 3 i. 1_4 .6 51 2 4.r.l.- 3 1 14 DP MAX PSF 117 2A,C,E, 2 2 2 2 2 2 2 G, 313ifi, ; 2 i 1741 2 2 2 4 4 3; 3 2 2 3 3 3 2 2i2 2 2 313 3 2 2 2 3 2 3i2 2 i]3 HEAD 3. JAMB ABOVE 3 3 MTG. RAILPSF45741741198494107log114 2 48.000 D, F, 2 3 2 3 3 2 3 3 2 3 4 2 iH. J 4 i 4 4-4 3 if'6 61 1.6 4i 55 41 3 5 2 4"3 3 JAMB BELOW MrG. RAIL FULL DP) HEAD 2 A.C,E, 2 2 2 2 1 2 2 2 2 2 2 2 2 2 G,I 1. IT1 ; . 1 31 i3; 32Til"Y-i jTi _'3 _314 S' -i 31:3I11:1 2: 2-iij.4 2 2 2 NZl' 13 Ti 3 D 1-1 2 1 2 2 Ti T-5 3;i H2 2 3 _33 2 T_ 2 2 3-1- i PSF 41 67 46 67 1101 76 85 1191 97 98 112 B. D, F, 3 2 222342 3 4 3 3 4 2 3 2 3 3 2 3 JAMBJB ABOVE 3 2 53.125 H. J M1 I 1 1 2 2 2 2 212 3.3 3 3 741 134 5 T 51 KN5 4-3-r5T4 _67 il 636, 516 4 5 fvTrG_ RAI L I 2A.C.E. 1. i2 2 2 2 2 2 2 2 2 2 2 T T 3i., .. i .. Y G,I :2 .21 2 2 J.i 2 2121 JAI 2ifi33" 2 3131T- JAMB BELOW WrG.. L B ISCLO 4 ITALICIZE OP LIMBED SUES AND MOD. NOTE 4 A'1ADD 5PZK.VffleNfffiEREANCH0RQ IS"RE67RICTEDBYSIZE. P.O.Box lug ln l Im_ I NONOMl9, " _." I Vfsib& Better ILUM. SINGLE HUNG WINDOW, NON -I SH I N'TSJ11 - 14 I"40.V-0 RMUCTRLMMM a1compvImwfrhth#pjmft qUIdInCDde tcepteero Ne Ej x?WoUoq 1ftfVbJJQU'dMZ,4DI (o By GA56- mlow ?mftd_c"kr__) DIVISID r pRomicl, REVISED j.—phylat ith be Fbrlde BuldletZ CW. A1.M[z.N-.Q6_!q 10 Ro LL. Clark P.E. PE #397/2 Structural ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS). CUSTI WINDOW HEIGHT MIN SUBSTRATE: 17.125 ANCHORAGE NOTES: 1. ANCHOR TYPES: -1 -1/4" ELCO TAPCONS 2-1/4"ELCO SS4 CRETE -FLEX 3-#12 SCREWS IGHT FROM TABLE 6. - 1 22.688 U 28.211 U 33.75 ANCHOR TYPE: O U o 0 M QN3o0 ZO Cliow 3 OO0 Z 0 N O N 00 O'Np NN ON ONWINDOWAO WIDTH .TYPE 3 U U 2. 4" U U FROWCTRKVIMUD ncom*IngwltAU iPt ub 2 2. 2 2 2 2 2 2. 2 2 2. O 4 U 4. 3., .. ...3.. PSF g 3 11 4- 3 4 4 3 5 5 4 5 D,1 13 53....4. 1.. 1 1... 1 1..... 31.. 1 113 1, 5.... H,J 1' " i 1 2 2 2 2 2 3. 1 4 z... 19.125 4 6 i_ t...... 3 1 5 3 5- 5 4 B 4 4.. i 4, AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW i 2:.. 2...._2.... 3..... 2_......2 4, 3 3,....:..2... 4 3 A,C,E,1...1 1_.. 3 WINDOWS ARE 12 5/8" MIN: TO 38" MAX. S. DESIGN PRESSURE LIMITED: 4 d 3- 1 2 _ 2 1 2 4 5 6 4 6 6 5 7 5 6_.. 1_... 1 . 1 1 - 1,;: PSF 7 91 ANCHORAGE CUSTOM VIEWABOVE MTG. RAIL 119 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 4 119 6 4 B 5 4 6 B. D, , 4 1 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS I.A. 1 4. 3.......x.....4 Robed L. Colli, P.E. vwb(y Bette 3 4.. 3 H J 1 12 114 SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS: OTHER - 119 2. 2.:..,:.. 2....2 2......._2....?......? 4 68 2 3 424.008 5 7 G23A.C.E,1 5 7 WISE, THE MAXIMUM DESIGN PRESSURE iIODUCTRBNEWIhpFORTHERESPECTIVE SIZE AND GLASS TYPE ascam°LymgwNOmeFkrhk Idj.g Code 4 5 6- 8 8 4 6` 8 4 5 2 2 1 2 2 1 1 1 1 11.. 4 4"'73.... d A . 3 4.. 4......3 4... IS AVAILABLE. 4cceP1anic No_i1Q 03 _ 1 1 . s.:... 1 PSF 10 5 OB j:__3"_ 1101......... JF' 1: i 23 3 4 32.000G 2 z-.._g 33-4---. A,C,E,l 1 1 i 2 1 2...2.._3........3. 1 2 3. 1 3.._ PSF 91 5 110, e, D, F, 2_T_1 2 2... 3 3.....3 4 4".. 37.000 G - 2... 2 3 i.......-1 2 2._ 3._ 3_ 3 ._..F....-4_ A,C,E,I 1 1 1... i 2.. 2 _..._2.... 2 3 . 3.. 1 - 2 3 2:. 4 1 3... PSF 91 1 84 1 94 119 85 98 119 88 102 3 2 2- H, J 1,..:......i........2._:.....21- Z ...._3........3......._3..:......4.....:...4... 40.000 G 2 2 . 3 2 i 1..... 1 2 2 2.. 3 3- 3 4_ 4;- 2 2... 3 3 a" 4 3 PSFI 84 76 80 93 fl9l B; 2 H. 44.000 G 22 2` 2 1 1..... 1' 2... 2.......: 3 3 d... 4.... A;c.E,l i d 2 1.....2. 2 2 2.: 3- 3.. 3.:....4.. 4... PSF 7 10 10 HJ 48:000 ' G 3 2 2 i i........ i.:.....2 2 2.. 3 ....9... 3 ..:.4, 4 A CEI _ 2 22 2 2 2 2 122-t 2 PSF 53 1 71 92 64'_r4__W_W F, H J i.... i. 2,. 2 3._. 3 _. 3 4:.. 4 53.125 G 2 2 i f.... i 2 2 4. 3 3 3 4. d A,C,E,I 2 2 2 2 2:.. 2.. F.K. 211&07 C, NOCMNOE THIS SHEET F.K. 1/8K17 -.B BOLOAITALIC/ZE DP UMf(ED 3IZESAND MOD. NOTE 10 7. 11/27108 A ADD DP MAX. WIIEREANCHOR 0TYIS RESTWCTED BY SIZE. 7714101 ' . J.J.. 921/05 ED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: 1. ANCHOR TYPES: -1 -1/4" ELCO TAPCONS 2-1/4"ELCO SS4 CRETE -FLEX 3-#12 SCREWS IGHT FROM TABLE 6. - 19.296 44.839 50.382 - 55.925 " U O U U o O U U I UNZ- 0 Z U M QN3 N Z^ O' ZO Cliow3 Z- O z 0 t' QN.3 N Z 0 Z 0 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING 2 3 44"""'6' 3 6 2 b 5 2 75 2 2. 4" DIMENSIONS FOR ABOVE THE MEETING RAIL: HEAD • 18.1/2" MAX. FROM CORNERS JAMBS -17112"'MAX. FROM TOP CORNERS TABLE KEY: FROWCTRKVIMUD ncom*IngwltAU iPt ub 2 2. 2 2 2 2 2 2. 2 2 2. 4_ 4 3 4. 3., .. ...3.. 4. 1. 1 1.. 1 _ .. 1.„ 1... 3 4 4- 3 4 4 3 5 5 4 5 11 12" MAX. ABOVE THE MEETING RAIL 13 53....4. 4 3.!..... 11 4 4 3 5.. .., 35 4 4..: 5.... 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE SASH HEIGHT TABLE ON THE NEXT PAGE TO 1-, 1 ,1 1 1 1 1 1 _ _ 1 3 $ 3 `d 3 3 3 5.... 1., 1.. 1 3 4- S 9 5 2 2 2 2 2 2_ 2 2 2 2 2 2 2 1 4 1 6 8 4 6 COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. t...... 3 4 5 3 5- 5 4 B 4 4.. 5 4, AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW111111 '.,1. 1 1 1, 3 4.. 3..... 3 4, 3 3 4 3 3 1_.. 3 WINDOWS ARE 12 5/8" MIN: TO 38" MAX. S. DESIGN PRESSURE LIMITED: 4 d 3- 1 2 _ 2 1 2 4 5 6 4 6 6 5 7 5 6_.. T d- MTG. RAIL ANCHORAGE CUSTOM VIEWABOVE MTG. RAIL SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 4 5 6 4 B 5 4 6 5 4 ALUM. ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS d 4. 3.......x.....4 Robed L. Colli, P.E. vwb(y Bette 3 4.. 3 3....3..... 1 12 114 SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS: OTHER - 119 2. 2.:..,:.. 2....2 2......._2....?......? 4 S 68 A 8 5 7 8 5 7 WISE, THE MAXIMUM DESIGN PRESSURE iIODUCTRBNEWIhpFORTHERESPECTIVE SIZE AND GLASS TYPE ascam°LymgwNOmeFkrhk Idj.g Code 4 5 6- 8 8 4 6` 8 4 5 2 2 1 2 2 1 1 1 1 11.. 4 4"'73.... d A . 3 4.. 4......3 4... IS AVAILABLE. 4cceP1anic No_i1Q 03 _ 4-1-44'1-5 7oTECH1mLOGYDPM 3 z -L 5 ....,4.. ,.3 z 5.... 1 4 3 4 41.. L, 3 2 4..... 8 10 t 3 3 2.... 3 2- 4 5 3 5 6 5 7 5- 7 6 5 7 2 3 44"""'6' 3 6 2 b 5 2 75 2 2. 4" 5 TABLE KEY: FROWCTRKVIMUD ncom*IngwltAU iPt ub 2 2. 2 2 2 2 2 2. 2 2 2. 4_ 4 3 4. 3., .. ...3.. 4. 4... .. _3 5 4. 3..4'. DP LIMITED) MAX. PSF 112 eueetNu - 2 3 2 3 2 3 3 _2 3- F-1-657T 7 -5 7 5 7 5.. .., 35A:. 5. 5.- .. 5.......8. 5.... 9 5 4,. • 5'- JAMB ABOVE _2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 4.....5 4 4•.. MTGi RAIL 9 77497711Ll73 2 3 2 3..?. 3. 2 4 5 5 8 6 8 7 6 3_.. FULL DEP) HEAD 2 JAMB ABOVE w 3 2, 3 2 3 2 3 3 2. 3 d.......'5 ' 4 8 B 5. .:8 8 8 T .._..8 .5 .....8... 2 2 2 2 2 2., 2 2 2. 2 4 d 3- T d- MTG. RAIL ANCHORAGE CUSTOM VIEWABOVE MTG. RAIL NOKOMIS, FL -34276 PA. BOX 1529 ALUM. SINGLE HUNG WINDOW, NON -IMPACT Robed L. Colli, P.E. vwb(y Bette S1Ieo9. NTS 1 12 114 4032.20 r+ NOKOMl9, FL 34274 PE 939712 SVuctuml ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT 80 65 50 120 110 95 80 86 60 120 110 95 80 85 50 TABLE B. ANCHORAGE NOTES: 2 2 1 NA NA 2 2 2 1 NA NA 2 2 2 2 NA 2 2 NA NA NA NA 2 2 NA NA NA NA 2 2 2 1 1 2 2 2 2 2 1 NA 2 2 2 2 1 2 2 2 NA NA NA 2 2 2 NA NA NA NA-` 2 2 3 2 2 NA NA 3 3 3 2 NA NA NA 3 3 2 2 2 1 3 3 2 2 2 1 3 3 3 2 2 2 3 2 2 NA 3 3 3 2 2.2 NA NA 3 3 3 2 3 1 3 3 2 4 4 4 3 3 1NA 4 4 3 3 3 3 2 2 2 3 3 3- 2 2 2 3 3 3 3 2 2 SASH HEIGHT 1 4 1 3 3 3 3 2 3 2 6 3 5 3 4 3 3 3 3 2 3 2 5 3 6 3 4 3 4 3 3 2 3 - 2 3 1 4 1 3 3 3 3 2 3 4 6 4 1 6 1 3 4 3 4 3 3 2 3 5 6 4 6 4 5 3' 4 3 3 3 3 3 3 2 2 3 3 3 3 2 2 4 3 3 3 3 2 4 5 3 4 5 3 4 3 4 3 3 4 3 4 3 3 2 3 3 2 3 2 3 2 2 3 2 3 6 8 4 6 8 4 6 5 1 5 1 3 1 5 6 4 6 4 5 3 4 6 3 5 3 4 3 44 3 4 3 3 3 3' 3 3 3 3 3 2. 3 3 2' 3 4 6 8 4 6 4 5 6 4 5 3 5 6 3 6 3 4 5 3 4 3 3 4 3 3 33 2 3 3 2 3 1tOD11CTRENEWEm a mmplyivgw(tbibe aimc Amptg ce NAaepmonNo l(eEapiratlon0ato Nllami .. im Dirld r,:uuucl'REVI9PL oc—*hgwuf oaf i Ba1dIgCn& _. 6aAA ohman 120 NA 2 NA NA NA NA NA 3 NA NA 4 4 NA 4 5 6 4 8 7 4 6 7 6 8 110 NA 2 NA NA NA NA NA 3 NA NA - 3 4 5 4 5 8 4 5 64 8 8 4 6 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS SUBSTRATE: 12.776 16.776 18.778 21.776 24.776 27.770---F-30.776 .31.106 ANCHOR WINDOW TYP MAX ry '" ry , n ro U n o i n V ry N ry ry ry ry ry ry ryN$$ WIDTH PSF 120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 5 NA 4 8 7 6 7 7 5 7 8 3 110 95 80 85 50 NA NA NA 2 2 2 2 2 2 1 NA NA 2 2 2 NA NA NA NA 2 H 3 3 3 2 2 NA NA 3 3 2 t 4 3 3' 2 2 NA 4 4 3 3 ry 5 NA 4 6. ' 4 6 3 4 3 3 4 4 3 3 2 2. ANCHOR LOCATIONS ARE BASED ON THE FOI.LOWIING DIMENSIONS FOR BELOW THE TABLE KEY: JAMB BELOW MTG. RAIL 2 120 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 110 2 1 2 2 2 2 2 A - HE7GIOFORMAT,ANCHORAGETABLEANDNOTES. 3 2 3 3 2 3 3 2 3 MEETING RAIL. V&iby B tt r 95 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2. 3 2 3 JAMBS - 8' MAX, BELOW MTG. RAIL 19.125 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 15" MAX. FROM BOTTOM CORNERS80111212212222222222222222' SILL -ANCHORS NOT REQUIRED 85 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2-2- 2 25011111111112222222222222 3. INSTALL PER THE ADJACENT TABLE ANCHOR 120 2 2 2 NA 2 2 3 2 2 3 2 3 3 2 3 4 2 3 2 2 QUANTITIES FOR BELOW THE MEETING RAIL 110 2 1 2 2 2 2 3 2 2 3 2 2 4 3 4 4 3 4 USING THE RIA OF NOTE 2. 95 2 1 2 2 2 2 2 2 3 2 3 4 2 3 4 2 3 4 2 3 USE WITH THE TABLE ONLTHE PRECEDING PAGE 24.000 80 2 1 1 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 TO COMPLETE THE ANCHORAGE REQUIREMENTS Bb 1 1 2 2 2 2 2- 2 2 2 2 2 2 2 2 3 2 2 3 2 2 FOR CUSTOM VIEW WINDOWS. 50 1 1 1 1 2 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2112112222222222222y2 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE 120 NA 2 2 NA 2 1 NA 3 3 3 3 3 3 4 3 4 1 5 3 4 b 3 4 6 WITH A BOLD ITALICIZED "NA" IN THEM, MEANS 110 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 3 4 RESPECTIVE ANCHOR AND SUBSTRATE 32,ppp 95 2 2 2 NA 2 2 3 2 3 3 2 3 4 3 4 4 3 4 COMBINATION IS NOT AVAILABLE FOR THE AO 9 n n n 3 2 3 4 2 3' 4 3 4 4 3 4 RESPECTIVE MAX. PSF. 1 37.000 40.000 44 000 80 65 50 120 110 95 80 86 60 120 110 95 80 85 50 2 2 1 NA NA NA 2 2 2 NA NA NA 2. 2 2 1 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 1 NA NA 2 2 2 1 NA NA 2 2 2 2 NA 2 2 NA NA NA NA 2 2 NA NA NA NA 2 2 2 1 1 2 2 2 2 2 1 NA 2 2 2 2 1 2 2 2 NA NA NA 2 2 2 NA NA NA NA-` 2 2 3 2 2 NA NA 3 3 3 2 NA NA NA 3 3 2 2 2 1 3 3 2 2 2 1 3 3 3 2 2 2 3 2 2 NA 3 3 3 2 2.2 NA NA 3 3 3 2 3 1 3 3 2 4 4 4 3 3 1NA 4 4 3 3 3 3 2 2 2 3 3 3- 2 2 2 3 3 3 3 2 2 3 3 3 2 4 4 3- 3 3 2 1 4 4 4 3 3 2 1 4 1 3 3 3 3 2 3 2 6 3 5 3 4 3 3 3 3 2 3 2 5 3 6 3 4 3 4 3 3 2 3 - 2 3 1 4 1 3 3 3 3 2 3 4 6 4 1 6 1 3 4 3 4 3 3 2 3 5 6 4 6 4 5 3' 4 3 3 3 3 3 3 2 2 3 3 3 3 2 2 4 3 3 3 3 2 4 5 3 4 5 3 4 3 4 3 3 4 3 4 3 3 2 3 3 2 3 2 3 2 2 3 2 3 6 8 4 6 8 4 6 5 1 5 1 3 1 5 6 4 6 4 5 3 4 6 3 5 3 4 3 44 3 4 3 3 3 3' 3 3 3 3 3 2. 3 3 2' 3 4 6 8 4 6 4 5 6 4 5 3 5 6 3 6 3 4 5 3 4 3 3 4 3 3 33 2 3 3 2 3 1tOD11CTRENEWEm a mmplyivgw(tbibe aimc Amptg ce NAaepmonNo l(eEapiratlon0ato Nllami .. i m Dirld r,:uuucl'REVI9PL oc—*hgwuf oaf i Ba1dIgCn& _. 6aAA ohman 120 NA 2 NA NA NA NA NA 3 NA NA 4 4 NA 4 5 6 4 8 7 4 6 7 6 8 110 NA 2 NA NA NA NA NA 3 NA NA - 3 4 5 4 5 8 4 5 64 8 8 4 6 48. 0 95 NA 2 NA NA 2 NA NA 3 NA 4 3 4 4 3 4 b 3 6 6 3 6 8 4. 5 BO -2—L 2 1 2 NA 2 1 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 6 3 4 8B 2 1 1 2 NA 2 1 2 3 2 3 3 2 1 3 3 3 3 4 3 3 4 3 3 4 3 350121122112221213 -2 2 3 2 3 3 2 3 3 3 3 3 3 3 120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 5 NA 4 8 7 6 7 7 5 7 63125 110 95 80 85 50 NA NA NA 2 2 2 2 2 2 1 NA NA 2 2 2 NA NA NA NA 2 22! 3 3 3 2 2 NA NA 3 3 2 NA NA 4 4 3 4 3 3' 2 2 NA 4 4 3 3 NA 4 5 4 4 3 4 3 3 2 5 NA 4 6. ' 4 6 3 4 3 3 4 4 3 3 2 8 7 4 8 7 4 8 5 6 4 8 6 4 8 4 6 3 6. 6 3 6 4 4 3 4 4 3 4 3 3 3 3 4 3 3 TABLE KEY: JAMB BELOW MTG. RAIL 2 RK 2/1"7 C NO CHANGE THIS SHEET 1070 7ECNNOLDOV DRIVE NOxf)MI&FL x27aOrc;m ANCHORAGE, CUSTOM VIEWBELOW MTG. RAlFK1iw7BBOLD6?ALIO/ZE 'NA'FOR SELECTSIZESAND MOD. N07EB F.K. 111271M A - HE7GIOFORMAT,ANCHORAGETABLEANDNOTES. j P.O. Box tote NOKOM4, FL 34774 ALUM. SINGLE HUNG WINDOW, NON -IMPACT L o n." -- FX 714105 J.L $r1tAM V&iby B tt r 11b"` tia" sHMoo ;;TS 13 > 14 4032-0- 032 2n C 3.36 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK — C SEE NOTE 3) EXTERIOR INTERIOR ALL HEAD AND SILL DETAI CONCRETE ANCHOR SEE NOTE 1) 2x WOOD BUCK SEE NOTJ3) 13/6" MIN., 1/4" TAPCON 1.3/4" MIN., 1/4' CRETE -FLEX 1 /4" 1Li MAX. SHIM WOOD ANCHOR SEE NOTE 2) DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 114" 1/4" MAX. SHIM { 1. - I MIN. 1/4" MAX. 6 CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 1 3.36 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX. F+— SHIM I 11 MR WOOD FRAME . RPI! I 1 3/8' MIN. L MAX SHIM 131" DIA. MIN. x 2 1/2" NAIL, ATCORNERS AND 6" O.C. MAX. SHIM DETAIL F, (HEAD) 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4"SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4' SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-T6 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). ANCHOR, OW MEETING 3EE NOTE 2) INTERIOR ALL JAMB DETAILS) EXTERIOR 10, FRAME 131" DIA. MIN. x 2 112" NAIL, AT CORNERS AND 6" O.C. II L.131" DIA: MIN. 14 x 2 112" NAIL, AT CORNERS AND 5" O.C, DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE NOKOMIS. FL 34275 P.O. Box 162e NOKOMId. FL 34274 1 Wably Better 1/4" MAX. SHIM wfl T DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG W) a.rwre . aH= NTS 14- 14 mw aa' mpb`I t9ewNA0114ffi 9eldlxg Code Actept"cow lu-MS41423 Eaplro Date I(a By Mlaml Dlvllf Ph, --x:1' krvmD a cowAft wubi bCf,' 9ald1ag cola -1Acceptance nWa FRAME OIILLa NON -IMPACT 4032-20 C f r7 FFICE...... ----- M I A M I•DADE SLL BUILDING 666E COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA GAF Materials Corp. 1361 Alps Rd. Wayne, NJ 07470 SCOPE: F 1F."IEFIT ## a- MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305),375-2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed`by the BCCO, -and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority HavingJurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCOthatthisproductormaterialfailstomeettherequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the Florida Building CodeandtheHighVelocityHurricaneZoneoftheFloridaBuildingCode. DESCRIPTION: GAF Slateline Shingle RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to complywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words, Miami -Dade County, Florida, and followed bytheexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shallbedoneinitsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.:06-0911.04 Expiration Date: 03/08/12 ' Approval Date: 03/08/07 Page 1 of 4 A } ; ROOFING SYSTEIVIAPPROVAL E Category:Roofing Sub-Catemory' '." 07310 Asphalt Shingles Material:___.-. 5 -Tab 1. SCOPE: This renews GAF Slateline as manufactured by GAF Materials Corp in the Mt. Vernon manufacturing plant and as described in this Notice of Acceptance, designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. 2. PRODUCT DESCRIPTION: Product Dimensions Test Product Description Specifications GAF Slateline 17" x 40" TAS 110 Fiberglas reinforced Asphalt five tab shingle. All Shingle shingles shall be labeled on the underside with the Miami Dade insignia. 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies GAF -142-02-01 TAS 100 07/31/06 Underwriters Laboratories 06CA35251 ASTM D3462 08/14/06 Underwriters Laboratories, Inc. 06CA35251 TAS 107 06/28/06 Underwriters Laboratories, Inc. 06CA35251 ASTM E 108 10/18/06 3. LIMITATIom 3.1 Fire Classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3.2 GAF Slateline shall not be installed on roof mean heights in excess of 33 ft. 4. INSTALLATION: 4.1 Shingles shall` be installed in compliance with Roofing Applications Standard RAS -115. 4.2 Flashing shall be in accordance with Section 9.3 Option "B" (step -flashings) of Roofing Applications Standard RAS -115. 4.3 The manufacturer shall provide clearly written application instruction. 4.4 Exposure and course layout shall be in compliance with Detail "A", attached. 4.5 Nailing shall be in compliance with Detail `B", attached. NOA No.:06-0911:04 Expiration Date: 03/08/1219ApprovalDate: 03/08/07 Page 2 of 4 r 5. LABELING: 5.1 Shingles shall be labeled with the Miami -Dade Logo or the wording "Miami -Dade County Product Control Approved" 6. BUILDING PERmrr REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Any other documents required by the Building Official or the applicable building code in order to properly evaluate the installation of this system. v NOA No.:06-0911.04 Expiration Date: 03/08/12 Approval Date: 03/08/07 Page 3 of 4 RAKE EXPOSURE 71/2" (191mm DETAIL A DETAIL B 15 1/2' (394mm) -16 1/2' (419mm) 71/2' (191 mm) 81/2" (216mm) 0 0 0 am ® ®. ® ®—io a ® ® n® 0 ® 9' (229mm) I Inominal91/16 Nailing Pattern END OF THIS ACCEPTANCE DSURE NOA No.:06-0911.04 Y _ Expiration Date: 03/08/12 Approval Date: 03/08/07 Page 4 of 4 f lorida Bflildino, Code Online http://www.floiidabuildino,.org/pr/pr_app_dtl.aspx?paratn=w... 2 , ori ,; 5x5&T7,f'.-s 3 f ' 4 =""„' yd` `9 l3 ,fzrseT`9 o'I• 2.n 6 SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links ! Search Business' i` Productct ApprovalProfessi6n-al a' atk , f t OFFICXProductApprovalMonu>Produc[or Application Se arch>Application List >Application Detail I FL # FL4904 R4' Application Type Revision Code Version 2007 Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category NERO Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I of 4 10/15/2011 07:06 PM Florida Bttilding Code Online http://www.flotidabuilding.org/pr/pr_app_dtl.asp0param=w... Product Approval Method Method 1 Option A Date Submitted 12/16/2010 Date Validated 12/16/2010 Date Pending FBC Approval Date Approved 12/22/2010 Date Revised 10/12/2011 Summary of Products I FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R4 11 FL0128.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: j Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 3'-0" x 6'-8" max nominal FL4904 R4 AE 504A.pdf size. When large missile impact resistance is required, hurricane Created by Independent Third Party: Yes protective system is NOT required. See DWG-MA-FLO128-05 for details. i 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door i Units Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL4904 R4 C CAC _N10061 10-R4.PD i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R4 11 FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports I not exceed the design pressures listed. 3'-0" x 8'-0" max nominal FL4904 R4 AE 503A. pd ' size. When large missile impact resistance is required, hurricane Created by Independent Third Party: Yes protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R4 C CAC N1006110-R4.PDF I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R4 11 FL0128.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max nominal FL4904 R4 AE 502A.pdf I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R4 C CAC N1006110-R4.PDF 2 of 4 10/15/2011 07:06 PM F1arida Building Code Online 3 of 4 http://www.floiidabuildin-.oi-o,/pr/pi--app dtl.aspx?parain=w... size. When large missile impact resistance is required, hurricane Created by Independent Third Party: Yes protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO128-05 for details. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.ndf Created by Independent Third Party: Yes 4904.5 1 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites 3 Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. 4904.6 Wood -edge Steel Side -Hinged Door 1 Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. 4904.7 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.pdf Created by Independent Third Party: Yes 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0130.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 502A.pdf Created by Independent Third Party: Yes 8'-0" Glazed I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0131.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.pdf 10/15/2011 07:06 NM j Florida B'pilding Code Online http://www.floiidabuilding.org/pr/piiapp dtl.aspx?param=w... T i i size. When large missile impact resistance is required, hurricane Created by Independent Third Party: Yes i protective system is required. See DWG-MA-FLO131-05 for details. 4904.8 i Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites I Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FL0131-05 for details. Certification Agency Certificate FL4904 R4 C CAC N1006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0131.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A:Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement ::Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at Webmaster@dbpr.state.fl.us. Product Approval Accepts: e heck. E e 4.c: ttrttl 5 , vgs6Sfgn gumwf 7[u tl4etl v4eY,irP 4 of 4 10/15/2011 07:06 PM Recision =• Response to Comments Permit # 1 Project Address: hContact: Ph: Email: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 -Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date l c Fax: Trades encompassed in revision: General description of revision: e w Building UJ 4" aL J- 11 Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals f Utilities Waste Water Planning Engineering Fire Prevention Buildings A L®lIIV ®G'l®J W. Fairbanks Ave. I Suite 438 ter Park, FL 32789 Perfect Solution in Every Dropti 407.644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX contact@buiIdingdrops.com February 24, 2012 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Alenco 615 Carson Bryan, TX 77802 FLORIDA PRODUCT APPROVAL #: FL10788 PRODUCT CATEGORY: Windows PRODUCT CATEGORY: Single Hung SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TEST STDS. 10788.1 1-3753FL REV. B 510771B NAMI 12/31/2014 AAMA 101-05 Note: HAMA 101-05 = AAMA/WDMA/CSA 101/I.S.2/A440-05 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX = contact@buildingdrops.com q Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, G1Vf ' pO N a78' BTAT w -Z Digitally signed by Hermes F Norero, P.E. F C, Reason: I am approving this document Hermes F. Norero, P.E. , ONi?```` Date: 2012.03.0619:51:14-05'00' Florida Registered Professional Engineer #73778 Page 2 of 2 L. Roberto Lomas P.E. 1432 Woodt2nd Rd. Clemmons, NC 27012 336-945-9695 Manufacturer: Alenco Windows 615 Carson St. Bryan, Texas 77801 Product Line: 3753FL Aluminum Single Hung Window Engineering Evaluation Report Report No.: 510771B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: 3753FL Single Hung Aluminum Window. Frame made of extruded aluminum 6063-T5. Frame is of double -screw butt -type corner construction. Supporting Technical Documentation: 1 . Approval document: drawing number 1-3753FL revision B, titled Series 3753FL Non -Impact Resistant Insulated Aluminum Flange Single Hung Window, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test Report No.: CCLI-07-155, signed by Jeffrey Crump. Construction Consulting Laboratory, International AAMA/WDMA/CSA 101/I.S.2/A440-05 Uniform Load +35.3psf/-47.2psf Design pressure Water penetration resistance: 5.25psf 3. Anchor calculations, report number 510622-1 B and -2B, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +35.Opsf/-47.2psf Maximum unit size: 53" x 72" Units must be glazed per ASTM E 1300. This product is not rated to be used in the HVHZ. This product is non -impact resistant and requires impact protection in wind-borne debris regions. Frame material to be extruded aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 1-3753FL revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). oW II///// RL o j-ymoi. 0051 TAT 0 F , 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 31/10/2008 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date FL 10788-R2 Affirmation 2010 Approved Alenco 615 Carson Bryan, TX 77802 540)484-6463 dstammen@plygemwindows.com Charles Hahn hnorero@buildingdrops.com Chuck Hahn 615 West Carson St. Bryan, TX 77845 979) 361-3533 chahn@alenco.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 National Accreditation & Management Institute 12/31/2014 L. Roberto Loinas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336-945-9695 Manufacturer: Alenco Windows 615 Carson St. Bryan, Texas 77801 Product Line: 3753FL Aluminum Single Hung Window Engineering Evaluation Report Report No.: 510771A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: 3753FL Single Hung Aluminum Window. Frame made of extruded aluminum 6063-T5. Frame is of double -screw butt -type corner construction. Supporting Technical Documentation: 1. Approval document: drawing number 1-3753FL revision A, revised 05/21/08 sheet 1 of 2, titled Series 3753FL Non -Impact Resistant Insulated Aluminum Flange Single Hung Window, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test Report No.: CCLI-07-155, signed by Jeffrey Crump. Construction Consulting Laboratory, International AAMA/WDMA/CSA 101/I.S.2/A440-05 Uniform Load +35.3psf/-47.2psf Design pressure Water penetration resistance: 5.25psf 3. Anchor calculations, report number 510622-1 and -2, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +35.Opsf/-47.2psf Maximum unit size: 53" x 72" Units must be glazed per ASTM E 1300-04 This product is not rated to be used in the HVHZ. This product is non -impact resistant and requires impact protection in wind-borne debris regions. Frame material to be extruded aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 1-3753FL revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 06/02/2008 rn 72' WINDO' 18N11l6i 4"MAX. 53" MAX. WINDOW WIDTH 22 1/2" MAX. O.C. A B IC 5.5" MAX. D 18 1/8 25 28" MAX. O.C. LE_ 36 j MAX. HEIGHT F Height Height Head Jamb Head Jamb j Jamb G Jamb 25 4" MAX. D,F,G A,B,C D,F,G A,C D,F,G Lei E F G 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 5) FRAME AND SASH MATERIAL: ALUMINUM 6063—T5 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MIN. EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 12) FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCONS FILL WITH #8 SCREW EMBEDDED INTO 1X. ANCHOR LOCATIONS FOR UNITS RATED AT ±35.0 PSF ANCHOR LOCATIONS FOR UNITS RATED AT +35.0/-47.2 PSF IMPACT RATING 35 PSF Unit width NONE 18 1/8 25 1/2. 36 53 53 Height Height Head Jamb Head Jamb Head Jamb Head Jamb 25 A,C D,F,G A,B,C D,F,G A,C D,F,G a C D,F,G 37 3/8 A,C Of,G A,B,C D,F G A,C D,F,G A,C I D,F,G 49 5/8 A,C D,F,G A,B,C D,F,G A,C D,F,G A,C D,F,G 62 A,C D,F,G A,B,C D,F,G A,C D'F,G A,B,,E,F,GCD 72 A,C D,F,G A,B,C D,F,G A,C D,F,G a B C D,E,F,G ANCHOR LOCATIONS FOR UNITS RATED AT +35.0/-47.2 PSF DESIGN PRESSURE RATING IMPACT RATING 35 PSF Unit width NONE 18 1/8 25 1/2 36 53 Height Head Jamb Head Jamb Head Jamb Head Jamb 25 A,C D,F,G A,B,C D,F,G A,C D,F,G A,C D,F,G 37 3/8 A,C D,F,G A,B,C D,F,G A,C D,F,G A,C D,F,G 49 5/8 A,C D,F,G A,B,C D,F,G A,C D,F,G A,B,C D.E,F,G 62 A,C D,F,G A.B C D,F,G A,C D,F,G A,B,C D,E,F,G 72 A,C D,F,G I A C I D,F,G I a,6 C D,E,F,G A,B,C D,E,F,G DESIGN PRESSURE RATING IMPACT RATING 35 PSF 47.2 PSF NONE 00 a o Revisions Alenco Windows 1 f n f m m Rev. Date Description By Series 3753FL Non -Impact m o A 5/20/08 UPDATED PER FBC COMMENTS RL In Z o B 10/20/08 UPDATED ANCHORS AND NOTES RL Resistant Insulated Aluminum W m Flange Single Hung ElevationA `o and Notes I Digitally signed by Luis R. Lomas P. E. Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2008.10.22 14:08:10 -04'00' R • L 0 SIV E N SF e TAT 0 F i0 E`•;cCOR1OP Luis R. Lomas P.E. Florida No. 62514 ONE WY WOOD BUCK BY OTHERS) 3/8" CONTINUOUS BEAD OF STRUCTURAL SILICONE BETWEEN THE WINDOW FLANGE & THE WOOD BUCK PERIMETER CAULK CONCRETE OR 2 1/2" MIN MASONRY OPENING EDGE DISTANCE a dd d T/Zj T a d Q 1-1/4" MIN. a EMBEDMENT WSEAL BETWEEN WOOD BUCK & MASONARY OPENING SHIM AS REQUIRED 1/4" MAXIMUM FLANGE WINDOW FRAME HEAD 3/16" —AP 3/8" CONTINUOUS BEAD OF STRUCTURAL SILICONE FLANGE WINDOW BETWEEN THE WINDOW FLANGE & THE MASONRY SILL PERIMETER CAULK ONE BY WOOD BUCK BY OTHERS) SHIM AS REQUIRED 1/4" MAXIMUM — FLANGE WINDOW FRAMEJAMB — ANCHOR REINFORCEMENT 3/8" CONTINUOUS BEAD OF STRUCTURAL SILICONE BETWEEN THE WINDOW FLANGE & THE WOOD BU PERIMETER CAULK O0O(noi CD z A0coNrAco I IV a VERTICAL SECTION 1X BUCK INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS 1-1/4" MIN. EMBEDMENT 3/8" CONTINUOUS BEAD OF STRUCTURAL SILICONE BETWEEN THE WINDOW FLANGE & THE WOOD BUCK v 3/16" TAPCON PERIMETER SEAL BY OTHERS a1_ 2 1/2" MIN EDGE D DISTANCE o o. ANCHOR LOCATION FOR ANCHORS LOCATED BELOW MEETING RAIL HORIZONTAL SECTION 1X BUCK INSTALLATION Date I Description 5/20/08 1 UPDATED PER FBC COMMENTS 10/20/08 1UPDATED ANCHORS AND NOTE: Series 3753FL Non -Impact Resistant Insulated Aluminum Flange Single Hung Installation Instructions CONCRETE/MASONRY BY OTHERS d d 4 4 1 1-3/8" MIN. EMBEDMENT 1/4" MAX SHIM SPACE VERTICAL SECTION WOOD FRAMING OR 2X BUCK Digitally signed by Florida PE Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2008.10.22 14:08:32 04'00' NJ S ' • X 9 GENSF •`r/ 0 51_ TATE OF ii'c'•;cl DRIOp; • \'\ isS/ONAL Iflllll Luis R. Lomas P.E. Florida No. 62514 53" MAX. WINDOW WIDTH 4"MAX. {— 22 1/2" MAX. O.C. IA It8 IC 5.5" MAX. D D 28" MAX. O.C. LE_ E 72" MAX. WINDOW HEIGHT F F G G 4" MAX. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 5) FRAME AND SASH MATERIAL: ALUMINUM 6063–T5 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MIN. EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ANCHOR LOCATIONS FOR UNITS RATED AT ±35.0 PSF IMPACT RATING 35 PSF j Unit width NONE i% 0 W c rO I F W tm m m m Z N \ CO 18 1/8 25 1/2 36 5.5" MAX. D D 28" MAX. O.C. LE_ E 72" MAX. WINDOW HEIGHT F F G G 4" MAX. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 5) FRAME AND SASH MATERIAL: ALUMINUM 6063–T5 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MIN. EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ANCHOR LOCATIONS FOR UNITS RATED AT ±35.0 PSF ANCHOR LOCATIONS FOR UNITS RATED AT +35.0/-47.2 PSF IMPACT RATING 35 PSF C a Unit width NONE i% 0 W c rO I F W t m m m m Z N \ CO 18 1/8 25 1/2 36 B 10/20/08 UPDATED ANCHORS AND NOTES RL 53 Height Head Jamb Head Jamb Head Jamb Head Jamb 25 A,C D,F,G A,B,C D,F,G A,C D,F,G A C D,F,G 37 3/8 A,C D,F,G A,B,C D,F,G A,C D,F,G A,C D,F,G 49 5/8 A,C D,F,G A,B,C D,F,G A,C D,F,G A,C D,F,G 62 A,C D,F,G A,B,C D,F,G A,C D,F,G A,B,C D,E,F,G 72 A,C D,F,G I A,B,C D,F,G I A,C D,F,G A,B,C I D,E,F,G ANCHOR LOCATIONS FOR UNITS RATED AT +35.0/-47.2 PSF DESIGN PRESSURE RATING IMPACT RATING 35 PSF C a Unit width NONE i% 0 W c rO I F W tm m m m Z N \ CO 18 1/8 25 1/2 36 B 10/20/08 UPDATED ANCHORS AND NOTES RL 53 Height Head Jamb Head Jamb Head Jamb. Head Jamb 25 A,C D,F,G A,B C 1),F.G A,C D,F,G A,C D,F,G 37 3/8 A,C D,F,G A,B,C D,F.G A,C DF,G A,C D,F,G 49 5/8 A,C D,F,G A,B,C D,F,G A,C D,F,G A,B,C D.EFG 62 A,C D,F,G A,B C D,F,G A,C D,F,G A,B,C D,E,F,G 72 A,C I D,F,G I A,C D,F,G I A,B,C I D,E,F,G A,B,C I 1),L2 DESIGN PRESSURE RATING IMPACT RATING 35 PSF C a 47.2 PSF NONE 12) FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCONS FILL WITH #8 SCREW EMBEDDED INTO 1X. o 0 a C a Revisions Alenco Windows i% 0 W c rO I F W t m m m m Z N \ CO Rev. Date Description By Series 3753FL Non -Impact Resistant Insulated Aluminum Flange Single Hung Elevation and Notes A 5/20/08 UPDATED PER FBC COMMENTS RL B 10/20/08 UPDATED ANCHORS AND NOTES RL Digitally signed by Luis R. Lomas P. E. Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2008.10.22 14:08:10 -04'00' 0\ti k 1111 // i/ 9GENS46-Zz 0 51 tS'ri s TAT OF • _ Fs 0 R t0? l/ ONAL1 Luis R. Lomas P.E. Florida No. 62514 J City • 'f Sanford Certificate • g COMPLETIOV ISSUED PARCEL NUMBER . PROPERTY ADDR PROPERTY ZONP CO OCC 01.26.2016 1 U1 R:1 In accordance wlthc thls Certific tae of CornPl etlon `gall ° Ins ections for k "• , y=am' a""' ,} , R-r® P p compliance wlth Florida "Bulldin9 Code 2010 have been performed andTk" E i gT ' x, , approved. w r a •-, r If the construction project was permitted anWbuilt under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Approved Building Official