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Permits 1109 E Linkside Ct (vault folder) ADDRESS //0 9 ,4/A1 S - BUILDING PERMIT NUMBER 39e3 ------------- INSPECTIONS FOOI'ING SLAB zo C/ / FRAMING--7,-,-�la ` '� COVER UP '7- 1� 91 INSULATION--./-/ FINAL BUILDING__ CERTIFICATE OCC ' ELECTRICAL PERMIT # `/ L �F Z INSPECTIONS ROUGH - l� // FINAL________________ MECHANICAL PERMIT N__q --------------- PLUMBING _-__ ______PLUMBING PERMIT #t �.��______-_________- NOTES: fr,. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032606 Date 3/27/06 Property Address . . . . . . 1109 E LINKSIDE CT Tenant nbr, name . . . . . . RE ROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4800 Owner Contractor -- ------------------- --- ---------------- -------- MARCUM, JEFFREY BELDOM CONSTRUCTION SERVICES INC ATLANTIC BEACH FL 32233 1053 CANDLEBARK DR JACKSONVILLE FL 32225 (904) 472-9203 ------- ------------------- --------------- ------------------ ----------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 83 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 4800 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---- ------ ---- ------ Permit Fee Total 83 . 00 83 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 83 . 00 83 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address C Date 121 b 6 Heated Square Footage @ $ per sq ft= $ Garage/ Shed �S � per sq ft= $ Carport/Porch �@$ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ -per sq ft= $ TOTAL VALUATION: $ 3-5 Total Valuation i s` $ Lm c 0 3 ton $ .9-0 Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �✓- ZONING-.' _ + '/z Filing Fee FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ ?V WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT.$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING { ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ bb O � GRAND TOTAL DUE: $ CO3> CITY OF ATLANTIC BEACH Cc: . Ks� BUILDING /ZONING DEPARTMENT 4L:. Higgins 800 Seminole Road rr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # - ?2- &0 �p Property Address: �l(� 9 Li%��S r d Ic C7- Applicant: TApplicant: LCC f�0 rn C,Gn S Ti�icG 0�'� S E TV I'69 5 //?C Project: This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: I_� Date: 3/9-746(- Date Contractor Notified: b - -37-(eO lv . � CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION 3/z`V1 6� Date: PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: _ �i Z/Lc u �l4LC �LcR zas i�+� �fGt r.� 22 5?3 Owner of Property: a ti Address: jJ0 Ott' 644Z tG ., je4dT22,7 Telephone: 00, �s�/- &/s Contractor: �rfOtct Sr�tc C `au J j �/SC /State Liicense/N�'umber: 13Z Contractor's Address: S3 /C'ON �� lc�'Kl�/� /" �� Z S Telephone: Fax: Scope of Work: !100 Deck Slope: l' Greater than 2:12 Less than 2:12 Valuation of work: !IMOD Product Name(Example: Timberline): ®ice' S' 16/ A/1,k ' Manufacturer(Example: GAF): 3 44 C . e S' ASTM Designation(s): G W L Required Inspections: Sheathing and Final Signature of Owner: Date: /Zy/4 AS TO OWNER: �, Sworn to and subscribed before me this :2'/� day of / /1 Q A C k-- .20�!- State of Florida,County of Duval +— Notary's Signature: Way Priila-ftft d FWA* ❑ Personally known • On - MonE�iebR• oducedidentification /� / i' Cormlimw P DO 518533 � Type of identification produced /y( 6 Z� 7 � -70 ZQ 3 Bonded NO" Men. Signature of Contractor:r o Date: AS TO CONTRACTOR: •-' Sworn to and subscribed before me this L day of 220 • State of Florida,County of Duval Notary's Signature• d — Y L IE] Personally known 91,042GRAHAM t ►"' pp�. of Fbdlt [� Produced identification !` ,fin Q :My Commission Expine Feb U,2010 Type of identification produced /Y l z�� -/�Q�(�?� 0 0 Commission It 00 518533 Bonded By National N eminole Road •Atlantic Beacb,Florida 32233-5445 elephone: 904)247-5800 •Fax: (904)247-5845 •http://www.cLatiantic-beach.f.us Page 1 Revised 2/21/63 NOTICE OF COMWENCENIe4T State of I leletz Tax Folio No. --• County of Java J To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statues,the following information isstate4 in this N CE OF COMAENCEA�NT. Legal Description of property being improved: -Me1F11 Address of Ply being improved- Ila? /;4/ S' (, cc/c C! ' J` _ Gerreraidescriptionof. owner: Je. eA t e a., Address: � //0 is e / cZ 5 i` � Owner's interest In site Of the improvemeuC a'v" ;,j _ S71 /L' C +�' 1 Fee Simple Titleholder(if other than owner): hName: / •, •• - T.ele�hone No.; 72-�f'�© ax No: .. . Surety(¢any) Address: Amount of Band S. Telephone No:: Fax No: Name and address of any person making a loan for the construction oftale' • Doc 0 2006105250,OR BK 13155 Page 2197, �� Number Pages:1 Name- Filed a Recorded 03,27/2006 at 02:25 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL Addregg- COUNTY Phone No: Fax No: RECORDING$10.00 Name of person within the State of Florida,Otis than himself;designated by owner upon whom notrces-or Other served: Name: Address: Telephone No: Fax No: In addition to himseit Owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(bh Florida Statues. (Frill in at owner's option) Name: Address: Telephone No: Fax No: Expiration date Of Notice of Commem�emeat(the expiration date is one(1)year firma the daw of recording unless a afferent date is speciW: THIS SPACE FOR RECORDER'S USE ONLY OWNER 3 Iwo 'alaY1y, i MAN�� -ON*afleft �this day of ofDuvat,Sam woe Ex*k ft Feb M,2040 Of Florida,has ply 0omminbn#DD 5imn Notary Public at Large,State ofFloraccaity of MvaL Boer By National ►Votary Ann. My co�on expires: Personally Known: or Pm&=:3ldenntificmdon: b GL r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029731 Date 2/16/05 Property Address . . . . . . 1109 E LINKSIDE CT Tenant nbr, name . . . . . . 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ MARCUM, JEFFREY ALL-CITY PLUMBING 4837 ATTLEBORO STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 381-0185 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 Expiration Date 6/05/15 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- -- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDMG OFFICIAL `Mar 05 04 02: 19p City of Atlantic Beach Bu 904-247-5845 p. l CITY OF ATLANTIC BEACH PLUMBING PERMTT APPLICATION Date_-- /q�_l Property Address- D-( C� �"�`— Owner. 2 M Telephone C'ontractor(a k t— �_^__._. 11� N Telephtine#i: 3 -O Contractor Address: � _ _ ',�S__— Fax i#: In consideration of permit ggiven for doing tilt work abJos,.ribed in the above 6catcmpr,[,we hcraby ugrct'.0 perform skid work in accordance with the attached plans and specifications which area prat herecf and In accordance.viith tilt Orly of Atiantic Beach ordinance and standards of Rood practice listed thercir., Instal:anon of piumbiog and fixtxvs must be ir,aeandanu with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If ocher construcdon is being dune on this buildiag or site, 'N" list the building permit number: Fre-Pioc -- ----_ -- --- ---- Number of Fixtures: Bath Tubs Showers Closets St ower Pans i Dishwashers — _ Sinks i Disposals Urinals i _J Floor Drains Washing Machine Lavatory --� Water l Sewer Rater Heaters ------ - Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _ 4 X $7.00 + $35.00 — 800 Seminole Road•Atlantic Beach, Florida 32233-5445-____._.,_——_ Phone; (504)247-5800 4 Fax: (804) 247.5045• http://www.ci,atlantic-beach.fl.u3 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAX. 247-5877 T--- PERMIT 11I=f RMAT1 11N .__ _.-_ _ . 4 I.00AI`IC-04 INFORMATION Permit Number: 23227 Address: 1109 LINKSIDE COURT EAST Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: __� drI1 CI i�t'�RMAiOM I Date Issued: 12/28/2001 Name: JAMINE SHERRY Total Fees: 37.00 Address: 1109 LINKSIDE COURT EAST Amount Paid: 37.00 ATLANTIC BEACH, FL 32333 Date Paid: 12/28/2001 Phone: (000)000-0000 Work Desc: REPLACE CONDEIII.SER~ CtJNTO S CATION I*EES MCCALL CENTRAL AIR CONDTIONING P IT : 37.00 f Y. n x p 3 c FINAL £ � k � h t y ii*� •p4. N, i S: NOTICE - INSPECTIO ' UST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RIUBBISH ANI?--DEBRIS FROM THIS WORK MUST NOT B>±'PLACED Il ,PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED lY BY EITHER CONTRACTORqR,_OWNER� "FAILURE TO COMPLY WITH Ir Q STRU"Ow :w- A RE-WILT IN THE PROPERTY OWNER PAYINta TWIC4FOF� ULD1lu IPFO ISSUED ACCORDING TO APPROVED PLANS'1A trH Af;Wlf lAT�FA�:PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF Lei , #} �!I �a ATLANTIC BEACH BUILDING DEPT. _ D12A$181 81 Remi0=6ptf3OW864 ia 19189683221988 �� ✓ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC.BEACH,FLORIDA asasa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, Il, III, and IV. EOF vc)ATION s+reef Address:Intersecting Streets: Between AndDING Sub-division il. IDENTIFICATION —To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attachpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contrac+ars Contractor (Print) Master Name of ^ y Property Owner / 'e Signature of OwnerS. I fur* of w Authorized Agent Architecf or Engineer III. G9dERAL IN A. Type of beefing fuel: B. mss, ^ IS OTHER CONSTRUCTION BEING DON�Op+k � Bocfric THIS BUILDING OR SITE? lj �/ Gas—❑ U ❑ Natural ❑ Control Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other—Specify IV. MECHANICAL I*UIPMMT TO BE INSTALLED URE OF WORk �(PmvWo complete list of component an beck ofthisform) Residential or ❑ Commercial. /❑ Heal ❑ Space ❑ Reuae Control Cl Raw p New Building / \ Air Cendrtioning: ❑ Room Cinf al �a[`Existing Builsfln14 1y ❑ m Doct Systems: Material ! ` Thick ❑ Replacement of existing system Maximum capacity c f m. ❑ New installation(No system previously Insta lloM E3 Refrigeration C3Extension or add-oh to existing system Q Cooling fewer. Capacity 11 Other—Specify ❑ fire sprinklers: Number of heads_ ❑ Blowfw ❑ Maelik ❑ Ewalefor (nember) THIS SPACE OOR OPNCE US ONLY ❑ Gasoline pumps (number) (R-WPW) O. Tank (number) Remarks O LK corlhinoK (number) Q Unfirod pre"Ure vessel _. hrmik Approved G U&S by oNa p Other_Spoc;fy rerma�- PgT ALL EQUIPMENT Alit CONDITIONING AND REFRIGERATION EQUEPMENT C�yBd Number Vnffa DaerWoft Medd Number Manufacturer ('1baB� OA i I Is HEATING .FURNACES,BOILERS,FIREPLACES qtr �pp�P� Number Units Description MopdNumber Mannlaafums (E'1'tJ) �jrBE 0 TANKS yps now Maw DBmaeBlonad 1Dont Name CC ita a se Nio.. " 3$'��W.bed'.1�*:✓- 4:' ...py..i( r.' ,Fair? t�.. as4w. j CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIt INATICyN TION INFORMA11ON NIF Permit Number: 21818 Address: 1109 LINKSIDE COURT EAST Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: OWNER INFORMATION Date Issued: 4/23/2001 Name: JAMINE SHERRY Total Fees: 37.00 Address: 1109 LINKSIDE COURT EAST Amount Paid: 37.00 ATLANTIC BEACH, FL 32333 Date Paid: 4/23/2001 Phone (000)000-0000 Work Desc: AIR HANDLER --� -- FEES CON fiRAC'CEJ s IGATI41 i MCCALL CENTRAL AIR CONDTIOI,4ING _ PERMIT,., 37.00 � t A 7 A i� p FINAL - . NOTICE- INSPECTIO UST BEREQUESTED AT LEAST 24 HOURS PRIOR TO INFECTION BUILDING MATERIAL, WBBISH ANt�•-REBRIS FROM THIS WORK MUST NOT_PLACED II,4�01UBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY„BY EITHER CONTRACTOR QW1 WNER ' "FAILURE TO COMPLY WITH CNSTgUCTI> °” % RULT IN THE g"LPROPERTY OWNER PAY{NG TWIG ' ORI up- 111 P 1 r �" ISSUED ACCORDING TO APPROVED PLANS- 1C�E ARE PA T O PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF 1 f' { $37.60 i4 Date. 4123,01 61 ATLANTIC BEACH BUILDING DEPT. CRECKS DA2 [444"0;9,4r � csd BUILDING AND ZONING INSPECTION DIVISION t` CITY OF ATLANTIC BEACH ATLANTIC BEACH.FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. G-i 3 2a3 LOCATION Stress Address: x .t OF Intersecting Streets: Between And BUILDING sub division II. IDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the atteclipci plans and specifications which are apart hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Conf for(Print) r Mester Nam*of. Property Owner Signature of Owna Signature of or Aufhor"d Age a _�— - Architect or Engineer III. GENERAL INFORMATION A' type of heeling fuel: B t-� — IS OTHER CONSTRUCTION BEI ..ur �/Hectdc 7Hi5 BUILDING Op 517!29 r � ❑ Gas—❑ LP ❑ Nature[ ❑ Central Utility IF YES,GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other—Specify IV. MECNANICAL EQUIPMENT TO EE INSTALLED NATURE OF WORk (Prov a complete lid of components on back of this form) PURResldentlal or 11 Commercial, oat [3Space ❑ Recessed O Central O Floor ❑ New Building ' Afr Conddioning: ❑ Room 21 Central �xlsting Building ❑ Doc f System: Material Thicknor P<eplacement of existing system Maximum capacity c.f.m. ❑ New Installation(No system previously Inststied) ❑ Extension or add-on to exleling system 13 kofrigaration ❑ Other—Specify ❑ Cooling tower: Capacity g.p.m. . ❑ Fire sprinklers: Number of head ❑ Elwefor ❑ M•nlift ❑ Escalator (number) THIS SPACE 00R OFFICR USE ONLY ❑.Gasoline pumps (number) (Meaiw�) Q. Tanks (number) Remarks ❑ LPG Container (number) ❑ Unfifod pressure veva (] SellersP•mnit p Cod by Dot other^Specify Permit POT ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Gk�iMcy 1@umbet Vnitr Deecsiption Model Number ][anutaotm+r (KbBa) HEATING•FURNACES,BOILERS,FIREPLACES Coikt Apprillirft ber Visits Deecrlptioa Model Number Mmeactnree (WM) AgMW TANKS Flotr Many Namlual Capedty Type Lfquld Name of Seri Ap�` eud Dlmalselona Contained maaufactww No. �l?��ot. lana' �'� CITY OF ATLANTIC BEACH > /C FACSIMILE TRANSMISSION TO FOLLOW ajC a vp SSW ,tVVY•- �LORtpQ� TO: A'. C- 7-aSAI �/� FAX# FROM: / ,4% 1V4 Lq 1 f PAGES TO FOLLOW: DATE: g 5; 7 MESSAGE: 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904) 247-5877 wrrtt*ftralAr of Orrupaury CITY OF Ain& hm4•RMI& 11ppartatrut of luffbiq Jusprdton This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. useclusifiattimSingl e_ mi l y Rt-qidenct, Bldg.Permit No. 3903 Groap w/frame TrpeConstnxtion �'f Fire Dixtrict_ Atlantic BeachOwn"of Buil&g _ Frank Thrower Address Jackan vi ?g, & Buil ing ddren 11 L,,wtp—.- At1autJ-c Reach Don C. Fora 8/23/91 1 jMOi7 tN A CRNttK40Uit KAC[ 1 =aF',.....-�� ,.,.:.«-.-•---..<--.:.-...-.,-�.z-•..n•a.,..-..,gym..,:-..,._.. c..,,.�::r<,^.;.r..mss..sr-.....�;.-....mss-�„'"'�",�c..,,.."sr^�,...�-^*�. . .. -r_....�F....,.�...�.:. _..,.. .. wrrttftraft of Orr paltry CITY 4F A*"4 &4Qk-RW& Eepttrtmrnt of 'Nnrlbing hnspr#tnn This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use cimiftcatian " Bldg.Permit No Group TypeConstcuciion Fare District_ Owner of Building Address Building Address_ Locality By: —_- _., _building 08'iciai Date; P"T IN A comaricuous MACE CITY OF office of Building Official -39�7 ' REQUEST FOR INSPECTION 0 13 {} Date Permit No. � ^ Time Received District No. Job Address Locality Owner's NameContractor--—— Contractor t PA l UiC7 lDl ✓ CRETE ECTRICAL,, 7 IUMBINQ CHANICAI Framing ❑ Fcot ng ❑ �Q Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues,, Thurs. Friday___ A.M. Inspection Made P.M. Inspector . A. ,[BEER Final lnspection Certificate of Occupancy Date 3,903 t 04PA --ENT CaR�U11»t Nt3 r i TYPFtATLANTIC SACH . , AT LOCATION INFORMATION --------- Permit N : ° �Arctx�rs�� 1 CCt - A ' Potalt TypetL t # ► _ " ACl3, "LQRIDA 32233 Gonad F Typo: 4b.00ec tioiit Proposed Use s S NGLV RNA a ? rlc 3 r got I gid+ Y n, `'" Sxibd v at on s. ' LVA LUX- ► Val 07 tie I 09,00 Iaoprc�v. Cc+ t w-! :; � 00 Tot al 02l'52.�31 ' `AM1,f RDPER P »At �; . : . . FOES �f�sm 4 LAN" 00 A 'l' A` e" " NPAC CF '� ` .1i £ A NPA P }�,+��[ ,� � r ,�,#.J'M3W?F fit Pbi' P�tY *� �' "' 77 aa` w4 5� X �� r M s1 RADON QA$�N. ft. S. NP�NNAT; P -� A,�D;� A' , .��.� � *0. 72 Wim : AN ' " _ .� t1to ' RTAP *YF oL�1 0,QC" AdtiroACK LL "LORI#�A 32225 tiX�NA.tl�,xC �HAN� . �t3F DGl RE SEC« Of—T, " � 714 3 RiF Olt '11111t t` Y bJf w , "r > n 4�s NE TIDE ItLL C N R i ASND FOOTINGS MUST �RE�lT �t SIX,MONTHS IS1E C7 a BUILDING MA7ERIA1.,RUBSlSH A D f ESR,IS,FAOM THIS.WORK MUST NUT BE PLACED"IN 0USLtC �AC�IAMD'MUST'at Gk:EARED UP ANt?H,AULEDAWAYtY EITFIER CNTRACTDR OR©WNfi. " # P T":R4, T c ftp°a'WOE � ,AS Vl 1 1J ACCURDlNCT !Q Al PRQtIt PLANS ICH ARE PART Z3F 1`HIS t RMIT,ANI� SLyB Cf. �1qF I�Ttt3N OFAPP Ff* I1K CSI=L W. �pl< �ATLANTIC$EACH F3L1tLDINr F �`t��I�`, h iT CITY OF A61 W Ag -4 f Office of Building Official " f REQUEST FOR INSPECTION Permit No. � Y*7 Time A.M. Received P.M. dv2:,F1iN- Job 1 Address Locality Owner's , Name Cantrac BUILDING CONCRETE ELECTRICAL P BIN MECHANICAL Framing 0 Footing ❑ Bough Wiring ❑ �� o Air.Cond.& Ci Re Roofing ❑ Slab 0 Temp Pole 0 Top Out ro Heating Lintel CFire Place e W„ V C&-. Pre Fab READY FOR INSe A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made Q f - Inspector fir} Final inspection❑ Certificate of Occupancy Date CITY OF �,�t10it�tC A3�C�4- Office of Building Official REQUEST FOR INSPECTION Date Pbrmit No. Time {{Received /. �/ t" psi District No. Job Address Locality Owner's Name Contractor k BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing 0 Rough Wiring 0 Rough O Air.Cond.& O Re Roofing 0 Stab Temp Pole 0 Top Out p Heating MeI Q Fire Place O Pre Fab READY FOR INSPECTION.) Mon. Tues. Thurs. f Friday 1 A.M. Inspection Made — P.M. Inspects 4 Final Inspection 0 Certificate of Occupancy Date i U $ f s a k 9z G / . . g � Ul . . a 4) t 07 ■ « : o r O %� g # / \ V ' " . & / gg \ % © \% \ t ¥« \ � CITY OF Office of Building Official REQUEST FOR INSPECTION Date 0 I Permit No. 3 Time A.M. Received P,M, District No. .1109 / r N A<-3 F D t F: Job Address Locality Owner's Name Contractor CSG✓ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ ��wAY-)a a Pre Fab READY FOR INSPECTION A:M Mon. Tues. Wed. Thu rs. Fri day � A.M. Inspection Made r 7 P.M. Inspector Final Inspection❑ Certificate of Occupancy Date e" CITY OF 2 Office of Building Official f REQUEST FOR INSPECTION' Date '7 Permit No.Time Received M District No. .. Job Address locality Owner's Name 3" l } ' Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing;t ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roof ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ C01'e L� �,j/ Pre FaFire b TC e ❑ READY FOR INSPE ION Mon. Tues. Wed. Thurs. Friday P.M e A.M. Inspection Made w " c F.M. Inspector Final inspection❑ Certificate of Occupancy Date p11PARfi1�lENT F R4tM1 NG` 'ITY OF'AT P: NTIC 1 H LOrcATION ��tl»�1�AT�C3R dc# i t, 11 8 i� X'S'JtUi&r POFLORIDA, 322$lf�:� R. rLuff Pot 1 � a Wo lection t 40 10 prc c�t�ec U040 t, "S �IR FAMILY' I�r+ c13 itt 1 >t 2 Cca t Subilia ilzs t irr t . i +`LVA Y, Or I�iK 00 I'tnpsz �, Coir tpf-' It3 t� Foes t`. >RM f«`00 A"a►��xrst . , 7ril 00 p � . . ? WctrYt +► „Ut , RC NEW SINGLE �`A1'"II,�Y I AT ION PIK Add _00 OQ a.Y+ ','l" A�ny °,�"" } Rmay , S YLJ r�.... .«, :R #.VT.A '�' Wit V47 i� } {' �►tt hn, & i1G8'. WllT ` .Ol"IF 00 JA I:. .�',-"'PLOY : OA 3Z2;�M M"'0, LTC:, SNARE Q. Li en s '!` i t » RR-,I, PELT, FEE � . *Q 00 , $SCS IMPACT FEE ,�` . 'r 'TES, ES, t N►DT#C AGL'GC�NO €iR-it 'AND FQOTIM'G�,tAUS't:�1�� $�"MO�� 3M��P�31�R1?�1+� t t ERMVOID 51X°MONTHS A FIT04 DATE C3FlSOUE , + SUILDING MAY141�1A ,E.0 ¢1SH.AWt 1? 81+31 '1'I Oful THI$W(7R14 MkJSf I+Jt3 'B 1' AC C�-t !I# B1.lOSP GE,AND MUST BE CLEAN'F tJ 1 Al�tp HAU#:1*I A 1iA'� #"'' 1 t I ER'CONTRACT i V d •Fi. SSULT TH f t ISSt1EQ ACCORDtNQ� TQ A�tYED PLAN13'WHICH AFMPAAT'O TH15 PERITISIIANtJ.SU8.1CT., VOCATION Vft'LATION OF .1ABLER3�1l7NS O LAW. r ' A7LANTfC B ACfi BUIL�IMG bEPAI� t« NT 8y. ? ' -' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION rD q (lLn a.:: Q�� C.�J l I v'Q. t,_-L6kdf PLUMBING CONTRACTOR:_ V�r/G 4 5045_F1_4,MVM�44�j�/Kr --------------- LICENSE NUMBERS:, G'FCO 3yS�ID------------------------------------------ OWNER t__�q9_%i'l Le v5*C-------------------------------------------------- BUILDING CONTRACTORs__ N9_T1-71t1e1'"______ TYPE OF BUILDING: // Il' I%/�/ ------------------------------------ ____SINKS ____SHOWERS ____LAVATORY _____/ ___WATER HEATERS L____BATH TUBS DISHWASHERS __________URINALS DISPOSALS ____CLOSETS ! WASHING MACHINE FLOOR DRAINS /.----OTHER ldaeAd4lelw ________TOTAL FIXTURE COUNT ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD 'P.LUMNBING CODE. CITY OF ATLANTIC BEACH, FLORIDA A,p►owd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: `' 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. t r, '' > ELECTRICAL FIRM: MASTER ELECT I 1 NAME —'� _0J '(0A(_ cC_ _A DRESS:_� R1`1S�� CC�rL RFD BOX BLDG.SIZE U BETWEEN RE ( ► COMM.( I PUBLIC( ) INDUS.( 1 NEW LD( 1 REW.1 ADDITION( l TRAILER ( ► TEMP.I ) SIGNS ( 1 SQ. FT. SERVICE: NEW INCREASE I ) REPAIR ( ) FETE CONDUCTOR 812E / AMPS o1 COPPER ► ALU' ( L' SWITCH OR BREAKER AMPS PH _�> W VOLT RACEWAY J< EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL a_ RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: _KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS T pEpp iTMENT Cf BUt 1 t3 CITY QF ATLANTIC OeACA F► N'CTIT" _ " MARTI .of i WO,I Lot rt l i.rod Surd LO VA � got'la -ed Ttta F � *47 '00 5 Aftount 1'2 91 Y WkJ n X J T AIv, HI AT" AND AIR AF'F'G A ` iN - . .. i , A a - AF i �� j�{y�yy FLORIDA-o322 33 #DCN GAS14}?�.0 i � wi r 1CYH�iA _. .9 �t � TAS , ,.. . O 40 . . CWATER, TA AC . TY�e a MI ' C' . 0.00 fix. ti 3, ► + HAT �'E j piw C ., HES �, 43Y mOrhi' "a 1 C c Y NbTICE ALL C 31�1CttI�iTE f'()f% $'AN©FOOTINGS MUST,IBE IN$P� T£�B1� t3RE P�Ui#ING" t PERM"IT V,j1D SIX MONTHS AFTEF3"T?A7�OF,15�E BUILDING I AA CERIAL,R.0@S#SH ANS d1= IS FR©M THIS WORK,MUST NOTOE PLACEC3 IN PUF3t_IC SPACE,AND MU&"T BE CLEARED Up AN©HAV''' A�►AY BY g, HER'CONTRACTOR QR" *NER. f `FAILU RE TCS 0101t,'' I TH THE MECHAA tc SAW [ # 4 TI ".I E 1 ' : kYING TWICE �� t`. 11��;»��11�� 1 000NWf �` . G I'« t1 D ACGQ CIINd TC APPR6v,id PLANSi WHICH ARE PARE EBF THIS PI REIT AND SUB REVOCA QR i 1 11 : t TIO"'O ►P 't tC -f Coil S +t 'OF;LAW. , 11 r ATLARTIC NEAGH BUiLDINCa DEPARTMENT 04 BUILDING AND ZONING INSPECTION DIV.c SIONa a o � CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32238 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, II, III, and IV. I. Street Address: I kn o✓r l Q � � '- " � LOCATION �`• p CI OF Intersecting Streets: Between rr D ' - And f✓ o BUILDING 5,1VI, f.:./I'�e5S Sub-division.. II. IDENTIFICATION—To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good,.practice listed therein. Name of MechanicalContractors Contractor (Print) 0,1'r C)tO Master 92 w v 4.e'04 I Name eyPrortOwner j ro Mafun of Owner Signature of or AYfhoriud Agent Architect or Engineer 01. GENERAL INFORMATION A' Type of Mating fu*l: B. IS OTHER CONSTRUCTION BEING DONE ON I v" 0 Electric THIS BUILDING OR SITE? d Gas ❑ LP ❑ Natural ❑ Canfral Utility IF YES, GIVE NUMB}R OF CONSTRUCTION ❑ OE PERMIT 3 7fl ❑ CM.r Spaeity IV. MICMANiCAL Et?t IPMENT TO 811: INSTALLED NATURE OF WORK vide eomplafo list of components on back of MIs Toros) �l Residential or ❑ Commercial float ❑ .Space ❑ Rocetad /16 Ceehlel O floor New Building Air Conditioning: E3 RoomControl ❑ Existing Building OYef, Syef m: Mows- ThiekMsa_ ❑ Replacement of existing system MaIti111Y111 capailty, cf.nl. A New Installation(No system previously Instafled) ❑ Extension or add-on to existing system C S Address t „ / _ Heated Square Footage / il,5 6 @ $ 3-3. 0 0 per sq ft = $ 7 S" 7 Q 0 Garage/Shed y Q @ $ r o per sq ft = $ ,{ l—_ @ $ /3. p q = $ l (Q2 0 Ca rt/Porch Q Q per ft s r Deck @ $ - per sq ft = $ Patio $ Od per sq ft = $ L� TOTAL VALUATION: $ � otarValuation 1st $ 50,000-00 .2Og7-00 . n $ / 3 ,2 . 00 Remainder Valuation a aper thousand or -----ption thereof ----------------------� IR ---- --- ----1 Total Building Fee $ 3 (? ,2 .00 ADDITIONAL PERMITS and/or FEES REQUED 11 + k Filing Fee $ f q ® U Mechanical Fireplaces @ 15.00 $ Plumbing _ BUILDING PERMIT FEE $ Yd, 0 0 Electric/New --------------- - Electric/Temp � '-- - ------------------------------ Septic Tank BUILDING PERMIT $ S Y Well WATER mEm awm $ �S s'ThM ing Pool SEWER IMPACT FEE $-- f Q 3 . = O C) Sign WATER IMPACT FEE $ A13 © - 06 Water ConnectionMISCELT NEOI $ Sewer Cormection 1 oe'u Y3 C) ! �- $ 3, '- Water Meter $ 7;2-- Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES CITY OF 4&4at' B -filar. �2 Office of Building Official REQUEST FOR INSPECTION Date ` z Permit No. Time A.M. Received P.M. District No. 1162 Job Address V Locality Owner's & / Name Contrac BUILDING CONCRETE ELECTRICAL tU BIN MECHANICAL. Framing ❑ Footing O Rough Wiring 0 (�! O Air.Cond.& Re Roofing 0 Stab 0 Temp Pole ❑ Top Out Heating !Intal CJ /t v� Fire Place ❑ W�� Pre Fab READY FOR INS A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made sf 3. Inspector k , Final inspection TLf z-0 a Certificate of Occupancy Date 'J�YJA yfi11� DE.3CRIPTION _vim! _ot �3 7IGOCEAN BOULEVARD # _ tsck #__ Section �k____--_- P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 r-� Subdivision: S•e/V'`r l�f�j�SldY TE Street Name DESCRIPTION OF W �; 4 . :r Address: ��jti�; ---------------------------------- If in a FLOOD HAZARD 'lood Zone: -area complete page 3. Brief B d Z0ri')111' Description: /7t° ��r Class of Work: (Nev/Remodel/Addition)--/7ez` ------------ :ONING INFORMATION Type of Construction:---t- 4n�___________ :oning Proposed qq kistrict: Use: 2Sl �.�"7<I Estimated Value :xceptions or Materials:-_S vcc°°� a/�'✓ 'Xg5�,jaw__ ariances Granted: ------------------------- Solid or Filled Ground: Roof: /gf 41/f�� OWNER INFORMATION �/ 1 Method of Heating: Property Owner: i' z1f r/G - ' Phone: Mailing Address-------- -��_/7�Jdr Ics �/qqs"�/-e^O✓en---------- -------- ----- - Zip: CONTRACTOR INFORMATION Contractor: ---- h4.� --------------------- Phone: Z � D Mailing - � ----------- Address: -- ---'Address: �'I 51 � �STG/P!�/ T/4-^/- &✓c------------- _ ----�� ---------------- Zip----------------L)W Expiration License Number: C i� _� ___ Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO '^ems .eP GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS .may_. .i•'''e' CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. l � Owner Signature ---- - ------------------Date- -2of--`--- Contractor Signature_ /2r?=�'�- Date fj__ FLOODPLAIN DEVELOPMENT INFORMATION Type of Development:-------------------------------------------- Flood Zone: Required Lowest Floor Elevation:--------------- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on -file with the Building Department. r COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or r.i ordinances affecting the proposed development. Date--------------Applicant's Signature-------------------------- ---------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation ----------------- Survey Filed with Building Department ----------------------------------- Building Department Representative Page 3 VOL7 12 1 FG-0.6 12 IrIN/0.NCiAtIDpIN1UJl.i i:�Ytl'!i OIF ICiML MEMOS notice of Commencement (rNKPARIE IN DUrUCAT[) To whom It may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. Description of property _____________ Lot 19 ,SELVA LINKSIDE ,U . 1 ,PB44 , P . 23&23A ,Duval Co . , Fl -----------------------------------------------------•------------------------------------------------- ---- ----- - l i N KS(t5 t% L I ------- S I N13LE FAMILY DWELLING General description of improvements _--_-____.-________________..___---__-_-___-___-_--__--_----_---------_- 0 FRANK P . THROWER , a married man ONN eOwner -----------•------------------------------ Q� o LL 4587 Historical Trail Cove Jacksonville , Florida 32225 oK s Address ------------------------------------------------------------------------------------------------- J Z G c a SOwner,s interest in site of the Improvement _______________________________________________________________• J w U) °O " FEE SIMPLE TITLE N `-•Fee Simple Title holder (if other than owner) -____-_.------------------------------ SAME AS OWNER Name --------------------------------------------------- Address -------------------------------- --- ---- - -------- --------------------------------------- a � Contractor SAME-AS-OWNER ----------------------._...__-....---------------------------------------------- r_tJ t a y a T Address ---------------------------------------------••---••----------------------------------------------• ` x r— C� wU. r _- Surety (If any) --------------------------------------- "-� ct L� -j ti _ 1 (�a 2 4: Address -----------------------------------------------------------------Amount of bond $-------------- o 4,1 CD Ny Name and address of any person making a loan for the construction of the improvements. v1 Name -JACKSONVILLE FEDERAL_ SAVINGS BANK -----11 ------------------------ - - --- t1 Address _ 2107- Hendr i c ks_ A_v_enue,•-_j4,C; �.ao_ny i.11e -_.E.Lor_i.da___322CLZ_________ _ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address ------------------------------------------------- r1``` '' In addition to himself, owner designates the following person to receive a copy of the Lienor's Nottda as " provided In Section 713.06 [2] [b], Florida Statutes. (Fill In at Owner's option). , Name ----------------------------------------------------------------- ... —1 Address -----------------------------------------------------------------/------------------------------- 7NIN SPACE FOR RECORDER'a UNE ONLY I A A// CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) f Z WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) Z WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3)' BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ ICE MAKER (1/2) r SHOP (2) SURGEONS SINK (3) C� LAVATORY, SURGEONS (2) lJ JACUZZI (2) —LLURINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ). � @ $20.00 EACH $ Lfl'-3 a. a 0 r JOB INFORMATION 3N: 1677 FRANK THROWER - PLAN: 1430 � TUSHER RESIDENCE FLORIDA ENERGY EFFICIENCY CODE p FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 1. 0 January, 1991 Department Of Community Affairs Printout generated by EPI91 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1, 1991 PROJECT NAME: \ PERMITTING OFFICE: AND ADDRESS: | -------------------------------- ` �� \ CLIMATE ZONE: 1 2 3 --��--�---------------------- i -------------- BUILDER: | PERMIT NO. : --+��--�-��------------ | -------------- ]WNER: | JURISDICTION NO. : ��+�.� . / ______________ ------------------------------------------------------------------------------- COMPONENT: DIMENSION: VALUE: RATING: VALUE: OFFICIAL CHECKLIST 3TRUCTURE TYPE: Single-Family ________ ---------- PREDOMINANT _______PREDOMINANT EVE OVERHANG Length: 1. 00 ............._............. _ DORCH OVERHANG Length: 8. 00 ________ ---------- WINDOWS _______WINDOWS Double Clear Total Area 194. 00 ________ -------- All Vertical Glass Total Area 182. 00 All Skylight Glass Total Area 12. 00 ________ -------- WALLS Ext Wood Frame Area: 1616. 00 R-Val : 11. 00 ________ ________ Adj Wood Frame Area: 158. 00 R-Val : 11. 00 ________ --------- DOORS _______DOORS Ext Insulated Area: 20. 00 ________ ________ Adj Insulated Area: 18. 00 ________ ________ ]EILINGS PITCHED Under Attic Area: 1500. 00 R-Val : 30. 00 ________ ________ FLOORS Slab-on-Grade Perimeter: 158. 00 R-Val : . 00 ________ --------- DUCTS _______DUCTS Unconditioned Space Length ALL R-Val : 6. 00 ________ --------- COOLING _______COOLING Central A/C SEER: 10. 05 HEATING Heat Pump , HSPF: 6^ 80 � ________ --------- HOT _______HOT WATER 7 Electric EF: . 93 Bedrooms: 3. 00 INFILTRATION Conditioned Floor Area: 1430. 00 Pract : 2. 00 ________ AS BUILT POINTS / BASE POINTS * 100 = EPI � ^ ' 30, 736. 76 30, 742. 84 99. 98 GLASS TO FLOOR AREA RATIO = . 1357 ` ` / ' In Accordance with Sec. 553. 907 F. S. , 1 Review of the plans and specifications I Hereby certify that the plans and 1 covered by this calculation indicates specifications covered by this calcu-- I compliance with the Florida Energy lation are in compliance with the I Code. Before construction is completed =lorida Energy Code. 1 this building will be inspected for 1 compliance in accordance with Section 1 553. 908 F. S. I DWNE RIAGENT: 1 BUILDING OFFICIAL:........___._____._. _ ._._._._ DATE:_. . _ 1 DATE:.._.._...__........_.__.___................................... * P='RESCRIP'TIVE MEASURES (Must be met or exeeded by all residences) O&ONENTS SECTION REQUIREMENTS 4INDOWS 904. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack. EXTERIOR & 904. 1 Maximum of 0. 5 CFM per sq. ft. of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel, insulated, or, glass doors only. ---------------------------------------------------------------------------------- E:XTERI.OR JOINTS 904. 1 To be caulked, Basketed, weather stripped or other-- CRACKS wise sealed. 4ATER HEATERS 904. E Must bear Label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re_. qu i.rements. Switch or, clearly marked circuit breaker (electric) , or out-.-off (gas) must be provided. An external or., built in heat trap must be provided. SWIMMING POOLS 904. 3 Spas and heated pools must have covers (except solar & SPAS heated) . Non-commerc:ia1. pools must have a pump timer. Gas spa & pool heaters trust have minimum thermal efficiency of 78 ------------------------------------------------------------------------------- HOT WATER 904. 4 Insulation is required only for recirculating systems DIP='E:S In such cases, piping heat loss shall be limited to 17. 5 BTU./H/L_inear Ft. of pipe. SHOWER HEADS 904. 5 Water flow mu st be restricted to no more than 3 gal- --a1-__ lons per minute at 80 P'SIG. -iVAC DUCT 903. 2 Constructed in accordance with industry standards._&.. .,_ CONSTRUCTION 904. 6 local mechani.cal codes. Ducts in unconditioned space must be insulated to minimum R-4. 2 & .joints must be sealed. HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system. INSL..JLATION 904. 9 Ceilings minimum R-19. Common Walls - Frame R-11 -or-- CNS R-3. Frame Common Ceilings & Floors R-11. INFILTRATION REDUC:TIUN PRACTICE COMPLIANCE CHECKLIST ::UMI ONENTS REQUIREMENTS BRACTICE< #2 Comply with Practice #1 and the following. Exterior Walls R Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor .joint caulked or sealed. Exterior Walla & Penetrations, joints and (_racks on interior surface Ceilings caulked, =sealed, and gasketed. Duct Work Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903. 2 (f) . %rmL- ust ion Appliances Provided with outside combustion air". #.}{.•#••#•#•3t•#•3f•#•####•#•#94••�•#####•1f•###•4k#•lt•#•3t•##•�••�•#•�•####•�••lf•#•it•3t•it•#••�••}E•�••Yr##••�####•#••#•##################E• SUMMER CALCULATIONS __. BASE -_- I --= AS-BUILT = -_ KAS S----------____-_-___- DRIE:N AREA x PSPM = POINTS I TYPE SC ORIE.:N AREA x SRM x SOF = POINT'S -------------------------------------------------------------------------------- N 17. 00 38. 3 651. 1 1 DPL. CLR N 17. 0 38. 3 . 57 366. 0 NE 9. 00 57. 7 519. 3 1 DPL.. CLR NE 9. 0 57. 7 . 90 0 488. 8 E 87. 00 79. 7 6933. 9 1 DPL CLR E 30. 0 79. 7 . 96 2301. 3 1 DPL CLR E 17. 0 79. 7 . 91 1228. 4 1 DPL CLR E 40. 0 79. 7 . 85 2057. 5 BE 9. 00 79. 1 711. 9 1 DPL CLR SE 9. 0 79. 1 . 88 628. 1 S 15. 00 66. 2 993. 0 1 DPL CLR S 15. 0 66. 2 . 84 834. 1 W 45. 00 ic? 79. 7 3586. 5 1 DPL CLR W 1.5. 0 79. 7 . 97 1160. 6 1 DPL CLR W 30. 0 79. 7 . 95 2281. 4 HZ 12. 00 66. 2 794. 4 1 DPL CLR HZ 12. 0 267. 0 1. 00 3204. 0 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 1`; 1, 430. 00 194. 00 1. 106 14, 190. 10 15, 889. 57 1 14, 530. 27 VON GLASS------------ AREA x PSPM = POINTS I TYRE R--VALUE AREA x SPM = POINTS _ _._ _..__. 4ALI....S------------------ 1 Ext 1616. 0 . 9 1454. 4 l Ext Wood Frame 11. 0 1616. 0 1. 70 2747. 2. Ad•j 158. 0 . 7 110. 6 1 Ad j Wood Frame 11. 0 158. 0 . 70 110. 6 I DOORS---.-_--__»_»__»___»_»- `xt 20. 0 6. 1 122. 0 1 Ext Insulated 20. 0 4. 10 82. 0 Ad,j 18. 0 2. 4 43. E 1 Ad.j Insulated 18. 0 1. 60 28. 8 I CEILINGS------------- 1 JA 1430. 0 . 6 858. 0 1 Under Attic 30. 0 1500. 0 0 . 8s 900. 0 1 FLOORS-__»_.____...»___--__.-_.__.. 31b 158. 0 -37. 0 -•5846. 0 1 Slab-on-Grade . 0 158. 0 -41. 20 -6509. 6 I INFILTRATION•-________.-__ 1430. 0 8. 0 11440. 0 1 Practice #2 1430. 0 8. 00 11440. 0 TOTAL SUMMER POINTS 1 23, 871. 77 1 23, 329. 27 TOTAL x SYSTEM - COOLING I TOTAL_ x CAP x DUCT x SYSTEM x CREDIT •- COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS _ _ » __ 23, S71. 77 . 42 100 02S. 14 1 231329. 27 1. 00 1. 100 . 338 1. t�00 8, S73. 82 #•#•#••§?•##•#•#•###•##•##•�•#•##•#•#••3#•#•##••#••!4••fE-•se•#•fir•it•#•sF###••iF##•##••sF#••se•#••�•#•##•#r#•#•#•#•n•#ik•sa•#•##•###•i4.3E••#•########•#•#•# WINTER CAL_CULATIONS _-= BASE =__ 1 __= AS--BUILT KASS•-_-___.---_-_...__.-- 3RIE:::N AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOI= = POINTS - - _- N 17. 00 '•7. 3 124. 1 1 DBL CLR N 17. 0 7. 3 1. 68 __208. 7 NE 9. 00 4. 6 41.. 4 1 DBL CLR NE 9. 0 4. 6 1.. 26 52. 0 E 87. 00 -9. 2 -800. 4 1 DBL CLR E 30. 0 -9. 2 . 89 -244. 9 1 DBL CLR E 17. 0 -9. 2 . 74 -115. 2 1 DBL CLR E 40. 0 -9. 2 . 00 0 -. 8 BE 9. 00 --22. 7 -204. 3 1 DBL CLR BE 9. 0 -22. 7 . 88 -180. 2 2 S 15. 00 0 8. 4 -426. 0 1 DBL CLR S 15. 0 -28. 4 . 92 -393. 8 W 45. 00 -9. -414. 0 1 DBL_ CLR W 15. 0 -9. 2 . 91 -1.1:5. 9 1 DBL CLR W 30. 0 -9. 2 . 86 -238. 1 HT 12. 00 --28. 4 -340. 8 1 DBL_ CLR HI_ 12. 0 -57. 7 1. 00 -692. 4 . 15 x COND. FLOOR f TOTAL_ GLASS = ADJ. x GLASS - ADJ GLASS- _�_--- 1 GLASS AREA AREA FACTOR POINTS POINTS I POINTS . 15 1, 430. 00 194. 00 1. 106 -2, 020. 00 _ _-2, 233. 45- 2, x:33. 45^ 1 __-1, 730. 70 BION GLASS-___.-__--_.__ AREA x BWPM = POINTS I TYPE R--•VALUE AREA x WPM = POINTS _--_...__._-__.-..._.__-_..______..-__.___.-_. 4AL_L...S_______________._ I Ext 1616. 0 E. 2 3555. 2 1 Ext Wood Frame 11. 0 1616. 0 3. 70 5979. 2 Ad j 158. 0 3. 6 568. 8 1 Ad.j Wood Frame 11. 0 158. 0 3. 60 568. 8 I DOORS-._-___.__-__.___..-....___.____-_ Ext 20. 0 12. 3 246. 0 1 Ext Insulated 20. 0 8. 40 188. 0 Ad,j 18. 0 11. 5 207. 0 1 Ad.j Insulated 18. 0 8. 00 1.44. 0 I CEILINGS----------- -.._.JA 1430. 0 1. 2 1716. 0 i 1 Under Attic 30. 0 1500. 0 1. 20 i800. 0 I 31b 158. 0 8. 9 1406. E 1 Slab-on-Grade . 0 158. 0 18. 80 2970. 4 i INFILTRATION---------- 1430. 0 -__ --__-_1430. 0 7. 4 10582. 0 1 Practice #2 1430. 0 7. 40 105B2. 0 TO-fAL. WINTER POINTS I 16, 047. 75 1 20, 481. 70 TOTAL x SYSTEM - HEATING I TOTAL x CAF' x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MOLT POINTS 16, 047. 75 . 58 9, 307. 69 1 20, 481. 70 1. c-0 1. 100 ____.5r'i.- _- -_' 1. 000 ic::r0 _11, 264. 94 #ii•#d?•#•D4••#•iF•3E•#•§f#3E•#########•###•44.34•#•4E•3F#•3F##•§F•3f••#•##3f•####••Df••)f•###•�r#i#•##iF•##•#•#•!4•##iF•#•lF•###iF#####•i�•#i4••3F•N• WA"T"ER HEATING BASE __ I _= AS-BUILT .._._. IUM OF x MULT TOTAL I 'TANK VOLUME EF TANK x MULT x CREDIT = TOTAL. BEDRMS i RATIO MULT 3 3803. 0 11, 409. 00 1 40 . 93 1. 000 3J`: 9. 3 1. 00 10, 79S. 00 SUMMARY EASE __- 1 -_= AS-BUILT =-- WOOL..ING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL. POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS - POINTS -------------------------------------------------------------------------------- 10t;;26. 1 9307. 7 11409. 0 309 742. 84 1 8673. 8 11264. 9 10 798. 0 30, 736. 76 # EPI = 99. 98 # CITY OF ATLANTIC BEACH Cc: f BUILDING I ZONING DEPARTMENT F�gy�ns r J v ar 800 Seminole Road _ Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Ori ` Qu-" Permit Application # W—,3� ( ' Property Address: 1 I D g fl. LI y IC I dP) C Applicant: I 1 Q Ut ) OW arol LO Project: t' U)m n d'I+ Dnp This permit application has been: Approved ED Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: v1�— Date: Date Contractor Notified: City of Atlantic Peat+ **# CUSTOMER RECEIPT *** Doer: BORDERS Tate: DC Drawer: i Date: Eii410, 00 Receiot no: 1407E Deacrintion luantity Allouni 2t�6 3;�14C� P BUILDING PERMITS 1.00 5 75.00 Tender detail CC CREDIT CARD $375.00 Total tendered 5;75,00 Ictal oav®ent M.00 Trans date: 2(14/06- Tise: 15:40:4 CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ford - gins gins '1 800 Seminole Road 1 Atlantic Beach,Florida 32233 -- �! (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # — 14?!) Property Address: b "� 1,� 1� �6 + Applicant: l 11 Q �L� PIA ( G-f b V Q I A—;�4• i Pq T Project: T=Approved pplication has been: Reviewed and the following items need attention: Please re-submit your pplicatio hen these items have been completed. Reviewed By: �Gc 7 Date: Date Contractor Notified: CITY OF ATLANTIC BEACH f BUILDING /ZONING DEPARTMENT D. Ford i ins 800 Seminole Road 0 1 Atlantic Beach,Florida 32233 (904)247-5800 - (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #N O W 14 3 Property Address: 'it.L� l,( V) ytlP C , . 1 OL Applicant: llidKM - v 0.1 Project: au, 7n)-)h kbbfflfz:: This permit application has been:0( L ' Approved 0-ARevie ed nd followin ' ems ne attenti ; U - 1) ( 4-( L l C i�6e 4- (,S- 1 wD C7-a ws Vt ca °C n G &1'�D Please re-submit your application when these items have been completed. Reviewed By: I �k- Date: c�1 Date Contractor Notified: _ vaLl CITY OF ATLANTIC BEACH U ` BUILDING PERMIT APPLICATION (Alterations & Additions) �ry j Date: Job Address: 110.7 La /V��1 � ��11/¢S`i�f 3,-4 3Y Owner of Property:,.4e FreF tit., e-e-i 9 /4,,ec'ell'I Address: LIL0 9 LiVkSi deC;i. �� !q7tiI.L7W'/.& Telephone: 46,15V 51/ i/ Legal Description: Block Number: 4,111`_ Lot Number: /-_Zoning District: Contractor:oli,tl ee_ Aoa � �'t'e'lfa State License Number: C6:C ISZI S aK:� Contractor Address: ,�-3 A-6, 1;C'ey lL5--"/� ATC. 1/ ,60!�e ,A=/ 33.2 32 Telephoner oL.3 Y Fax: Describe proposed use and work to be done: dreedf _7_11�V ofby/vj Present use of land or building(s): 914=0e Valuation of proposed construction: Dimensions of the added space: Y/_3 sic feet x feet Will this project involve: Heating&Air- ❑ Plumbing Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5"/4 or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. AYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks, building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address pand contact information of person to receiveallcorrespondence regarding this application(please print). Name: a �1 C� K iq W SPK,V Mailing Address: S-9 3 PA5L: Al k L Y 1471 , /j CP f 3 2 23 3 Telephone(_—So 2 3 ' - 117 Y Faxpp E-Mail: I hereby certify ,that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this tape of::pork will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: Swom to and subscribed before me this� day of Qk in A4)1 20 . State of Florida,County of Duval Notary's Signature: o�A�Y p�e�i Dawn R. Storey Commission#DD46 0 8 ] Personally known Expires September 4, [� Produced identification nr w`S aON"TMY F""''"•~94 IN; °00'386'7010 Type of identification produced Signature of Contractor. Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1 ,24-6 State of Florida,County of Duval Notary's Sig" r.1?FST!L.PETTY na %onrrV!!ss!cu u�o2st2ss ❑ Personally known ppternber 1 der r t �"Produced identification r !Fu51ic IJrderviriters C—" / Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ei.atiantic-beach.fLus Page 3 Revised 8/04 Doc#2006040603,OR BK 13050 Page 1780, Number Pages:1 Filed&Recorded 02/03/2006 at 10:58 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 NOTICE OF CONVYIENCEMENT State of FLk i1A Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMA ENCEMENT. Legal description of property being improved: Zo-r• f q SEI-V4 X-QC-o�'�f�d in d t-I A y yy AI tis 2 3 % z ?A Address of property being improved: lio Lr'Arl� Sr'cZ/p Celt 2T E/,IS`fr 1yLtiTL /3 General description of improvements: et&6 q-v 7rtj<A c J-t ' Owner:-ykoc�c l J Arl/ 4ry'jl�;i� 1Ia qR C tt Al Address: /IC q I i'N k'Sl 6l P C cite k7- g 414 1'4.7C r 14/l7 Y /3 l A F/ 3-2132 Owner's interest in site of the improvement: 04AA147t- Fee Simple Titleholder(if other than owner [-�Name: 0—U-AW& ;I !Y) V Address: 017 L- t NZ'--S/ j— C%7- ew$7— — ontracior. %r�/FJ�I.0 - P C,e C- (�, Address: Li/3 AL;C*4 A1 K E 4-7-4t9LA/Tie' C hr .2-2 Phone-No: v - Fax No: -W r,/ 7.7.2 .2 7e Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: A.'Tress: F,.-,iae No: Fax No: Narv:.,of person within the State of Florida,other than himself, designated by owner upon}< :gym notices or other docu:.nents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2xb),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed:_ ate: Before me this day of in the County of Duval, State of FloriIva, pers y p�PRY PO Dawn R. Storey Commission#DD460379 Notary Public at Large,State o ty ofDuval. N"� ,x�04 Expires September 4,2009 My commission expires: ns" 8vndb Troy Fvrn•rnw &ftCe Joe 8"6.701e Personally Known: or Produced Identification. Vag CITY OF ATLANTIC BEA, BUILDING PERMIT APPLICATION U (Alterations&Additions) n / /� Date: Job Address: //0J L '&IeS/ele (� /�r E,4J�. 3a,2-33 Owner of Property-.� �FiP�� Address: Telephone: 16$V 5V Legal Description: Block Number: leni)� Lot Number: f`9 Zoning District: Contractor:14164wC,c &x;lAes, L�s-> aoa State License Number: CE C l,Sz>Sa63 Contractor Address: J13 )1 �`C!9V �y� d_,C/ e' .6 eH .ACI 31-233 Telephone: jboZ 3 V // 7% Fax: 273 9J_ )Pyy Describe proposed use and work to be done: drdW _A/9 r-cwM aWWI Z;AC J Present use of land or building(s): SS/ Oe Valuation of proposed construction: C),ea..© Dimensions of the added space: feet x feet Will this project involve: 1 Heating&Air- ❑ Plumbing Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the 2ddition of 51/4 ;a ax�sas.r or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. AYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 ry In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. S. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: ML EJ�a V HDI 14K0V Mailing Address: 5y 3 i 1411 k-C y /1.71 , 4 C 1= 1 322R ? Telephond-_,90 q — 3 ` - J Fax ✓0 y 7 b'� E-Mail: % I hereby certify that I have read and examined this applicationand_ attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: r Date: AS TO OWNER: s7- Sworn to and subscribed before me this day of LV / 20A^ / State of Florida,County of Duval Notary's Signature: o�PµV PG@G Dawn R. Storey t : Commission#OD460379 Personally known �F o` Expires September 4,2009 Produced identification pF of -onddd Troy FVIM•in-'.....int eao•aw,oto Type of identification produced Signature of Contractor: Date: t� AS TO CONTRACTOR: + Sworn to and subscribed before me this day of ,24 t State of Florida,County of Duval Notary's Si tore• o,�r Fe,, MARTI L.PETTY �e �un�r issioN u DID 2512 ❑ Personally known EXPIRf_� September 16.2007 \ roduced identification r or„ nae,: n .^lot.ary P�bi u�derwnrers c __Type of identification produced J 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 �l\ NOW \. Ni 14 Omw —_— .LL r 'r- i L y b i•.I � �'1 .9'.l-i'-<—.S.S—a •h I "v 4 •�•�}� -1, ,�.LL-e s. .s-.E— r-- .9,u w `_' V 1 1. .0J1 , Z .9.? u ti - cn 5 NOTICE OF CO1YIiNIENCEMENT State of_ FLU i bl Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMEI CEN1ENT. Legal description of property being improved: L.07- /9 �Lajh4 G f�/,�Ji L("E' t Ge�Fi`✓T 7 d� -f Address of property being improved: /,r c, vtr-_sj e"fe C.oqR-7- General description of improvements: do Z 0•�vner:.yF�f'C ./ /lac /�J/vE7 M /�Czt/v1 Address: 1ig Le'ntto '`PF' fevP"r C=i$Sl," t9'rCr ✓.�'f l3CN. El 3.:2232 Owner's interest in site of the improvement: at mG_7t r Fee Simple Titleholderother than owner) Name: jj , _iC` -1, M ` U Address: 0-' z IIVZ- ; ICY- e%-r- r Contractor: r. -e ' f'ute/� Address: 5y P2L;C'AN k > FST Lt�.,v'f i'C' ;1CA1 f= 3-2--233— Phone-No: (�9eyT Z: Fax No: 73„9 a2 7e? Surety(if any): Address: Amount of Bond S Phone No: Fax No: Nance and address of any person malting a loan for the construction of the improvements. Name: Y.-one No: Fax No: Nara.-.of person within the State of Florida,other than himself, designated by owner upon 1' :, notices or other docu:.nents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in -- Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). - Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recoFding unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: c v ate: Before me this day of in the County of Duval,State of Flori a, pers y p�PRY P"epi Dawn R. Storey +7 -. Commission#DD460379 Notary Public at Large,State o unty of Duval. 04 Expires September 4,2009 My commission expires: 'e e«w*wTmyFw-in"apee me $Q0.3a5a0,s Personally Known: L/'""" __ or Produced Identification: MAP SHOWING BOUNDARY SURVEY OF LOT 19, SELVA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEFFREY J.AND ANGIE MARCUM EQUIFIRST CORPORATION STEWART TITLE OF JACKSONVILLE,INC. WATSON&OSBORNE TITLE SERVICES,INC. JA LINKSIDE COURT EAST FOUND 1/2" IRON PIPE (CUL-DE-SAC) 1000 JACKSONVILLE ELECTRIC STAMPED "MILLER 3048" AUTHORITY EASEMENT ,' N 71'5356" E �tia 39.52 (CHORD) O ' PLAT & MEASURED LOT 20 s �F. .\�, c•,o97, FOUND 1/2" IRON PIPE STAMPED "OURDEN 1048" O�� ...•: do Q� •?9,•• 7.5' JACKSONVILLE ELECTRIC A ',q.•• AUTHORITY EASEMENT Y � Ph 'd 5 W c,Pp/P 0.1' \ Fa lee CL N pFOr ''•OP r ; LOT 18 s' G''crl 19 00 9 �Y qty P A� Ftir P 8 Gity of Atlantic b 9 Planning and Zoning Depa cFs FS •p This approval verifies compliance wltitTaDl�pticabte �T zoning, subdivision and other loot ton d ¢ development regulations, but does not conute �Fq approval for the issuance of permits. Compliance with Florida Building Code and all other applicable ��0 local, State and Federal permitting requirements must be verified by ignature of the City of Atlantic Beach Building O ' 'al prior t the issuance of a Hultding Permit. o.z' omm Development r'%, DOW o'ecyA�Oe NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X— = FENCE L = LENGTH O = CONCRETE NOTES: - -_ REVISIONS 1. BEARINGS ARE BASED ON THE --- LAT-_-_ BEARING OF __S 83.42'00" W_ ALONG THE SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE .....X_ , AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075. PANEL -_0001 D_, 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 19331 DATE OF FIELD SURVEY: 12-05-02 ISSUE DATE : 12-05-021_ SCALE: 1" = 30' CERTIFICATE 2522 OAK STREET I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61617-6. FLORIDA (Fax) 904-389-6175 ADMINI7 E, PURSUANT TO SECTION 472.072. FLORIDA STATUTES. 'IMIUM 131 MICHAEL J.WLCO LICENSED BUSINESS 111 6702 REGISTERED SURVEYOR AND M ER N 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS APPENDIX 13•D lr 4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOC-04 Residential Limited Applications Prescriptive Method C NORTH 12 3 Small Additions,Renovations&Building Systems Conpi'ianee with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6WC-04 for additions 0600 sQuare feet Or less,site installed components of maiufaotured homes,and renovations to single-and multiple-family residences.Alternative methods are provided for additions by use of Form 6006-04 orSDOA-04. PROJECT NAME: M&RCUM ADD! I0N I BUILDER: AW44cy, Buimeks Roklo AND ADDRESS: J109 T&A5T!PERMITTING FL 22 3 'OFFICE: CLIMATE ❑ ❑ ZONE., 1 2 3 OWNER: S M !PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 square feet or less of conditioned area).Prescriptive requirements in Tables SC-1,6C•2,and 6C-3 appy only to the componerrts of the addition,not to the existing building.Space heating,0004%and water heating equipment efficiency levels must be met only when equipment is installed Specifically to serve the addificn.or is being ionated m conjunction with the addition construction.Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels,RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).Prescriptive requirements in Tattles 6C-1 and 6C-2 apply onytotha domponeMsarxtaq.1ipment tfaing renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only site-installed components and features are covered by this form.BUILDING SYSTEMS.Comply when complete new system is installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1, 2. Single-family detached or Multipledamily attached 2. JN-6W F-A41LY 3. If Multiple•family—No.of units covered by this submission 3' �r 4. -445 4, Conditioned floor area(sq.ft.) 5, 1 33 5. Predominant save overhang(ft.) S. Glass type and area: Single Pane Double Pane a.Clear glass 6a. sq,ft, l-5 7 sq,ft. b.Tint,film or solar screen Sb. T sq.ft sq,ft. -.-... 7. Percentage of glass to floor area 7. LL_;J.I2_ S. Floor type and insulation: a.Slab-on-grade(R-value) $a R= 75'57 lin.ft. b.Wood,raised(R-value) 9b. R= —sq.ft, c.Wood,common(R-value) So. R a sq;ft, d.Concrete,raised(R-value) tad. R= _�_sq.ft. e.Concrete,common(R-value) Be. R= sq,ft. 9. Wall type and insulation: a. Exterior: 1. Masonry(Insulation R-value) 9a•1 R= sq.ft, 2. Wood frame(Insulation R-value) 9a-2 Ft sq.sq.ft, b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2, Wood frame(insulation R-value) 9111•2 R= sq.ft. c. Marriage Walls of Muitipie Units"(Yes/NO) 9e 10. Ceiling type and insulation: a.Under attic(insulation R-value) 10a. q= 30 4t 3 sq.ft. b.Single assembly(Insulation R-value) 10b. R= sq..ft. 11. Cooling system* 11. Type: C4-A17PA'L (Types:central,room unit,package terminal A.C.,gas,existing,none) SEER/EER: /0-0 12. Heating systems 12. Type: P A7~P (Types:heat pump,elec.strip,natural gas,LP-gas,gas h.p.,room or PTAC HSPFICOPIAFUS: existing,none) 13. Air distribution system* a.Backflow damper or single package systems*(Yes/No) 13a. b.Ducts on marriage walls adequately sealed*(Yes/No) 13b. —" 14. Hat water system: `14, 'type �X f 5 T!N Gt (Types:eiec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site-installed components. I hereby certify that the plans and specifoations coverlISJ&th calculation are in compliance with Review of plans and specifications covered by this eakulatiod indkla%e domplim with the FlOrfd§ the Florida Ener ¢q Enemy Code.Bofors wnsto,t'ron is comgisted,this bu wmi wai inirsoomc for tomo ones in qy IY �/f'FI.JGL:�._— aewrae�«�.nn o�cucm6as. oe.�.a PREMflEO aY; DATE: BUILDING OFFICIAL: thereby certify that this building is in compliance with the lorida Energy Code: DATE: OWNER AGENT: OATS: FLORIDA BUILDING CODE—BUILDING 13-0'33 APPENDIX 13-0 CHlr4 to Zones 1,2i 3 TA6LE 6C•1:PRESCRIP11VE REQUIREMENTS FOR SMALL ADDITIONS(600 sq.Ft.and Lett),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INBFALLEA COMPM TS Of SUINUMMIRED ROREES COMPONENT MINIMUM ! INSULATION MINIMUM INSULATION 1 INSTALLED EQUIPMENT EFFiL'IENCY 1 Concrete Block R-7 Frame,2'x 4' R-11 Central A/C -Spin SEER.10.0 SEER Frame,2'x 6' R•19 J O Single Pkg.iSEER.g,7 SEER= 3 ;Common,From R-1i 00 Room unit orPTAC iEER =8S' MERCommon,Masonry R-3 J Under Attic R-30 XAO Electric Resistance ;ANY Single Assembly;Enclosed a Heat pump-Spot HSPF -as HSPF 9 Frame R-19 F Single Pkg, t HSPF.6s HSPP. 1 MWAI Pans R-13 u Roam unit or PTHP ;COP-9.7' HSPF/COP. rWi 1 Single Assembly,Open P-10 Common,Frame R-11 Loo Gas.natufal or propane' 1AFUE..7e AFUE. tL Fuel Oil .AFUE..78 AFUE• Slab-on-grade No Minimum rn } Raised Wood R•19 i R:=Concrete R-7 u i common,Frame R-11 r w Eiactric Resistanoe f EF-.412 In unconditioned space R-6 i �� xC•a Gas;natural ar LP IIEF.,50 fP. In No minimum s Fuel Oil iIEF=.84 EF. p { space YULE 6C•2;PRESCRIPTIVE REQUIRENIEWS FOR GLASS AREAS IN AODiiIDNS ONLY Sea Tabte 134WA.ABC,3,2and 1S-608.1.ASC,3.2 Ma)dmum perceftta .glass tO floor area allowed is selected b type,overhang length,and solar hest gain eoamcieitt Maximwm•/.. 1h 4(ra GLASSTYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASSPER>i:NTAGEALLOWzD UP TO 2C% UP TO 30% UP TO 40% UP TO 50% ....... .........._._........................... ..._-_----•..,.._-- -...... .. ..... ».... - - ._ _ _ _.. Single Double Single^ Double Single Double 6big(e DOUDIe OH-SHGC OH-SHGC OH-SHGC y OH-SHGC:—~ OH-SHGC 4 �OH-SHGC OH$HGrC OH SHGC V-87.87 0'-,78 V-78.78 NOT 2'-.78 NOT ALLOWED t 3'•.78; ALLOWED 2'•.61 0'•:36 Get certified SHGC from the manufacturer or use detauns:Single dlear SHGC..75,double clear SHGC..86,and singfetiSFICiC.$4 TASILE'6C 3 MIMMUM AWILI REMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMIENTS CHECK Exterior joints&creaks 606.1 To be Caulked,gasketed,weather-Strill or otherwise seated, Lxterior Windows&Doges 606.1 Max:0.3 d"Ve t window area;A cfm/aq.ft.door area, 9ote&Top Pllttes 60611 Sots plates anti penetrations through top plates of exterior,walls must be seated, Recessed Lighting 606.1 Type iC rated with no penetrations(two alternatives allowed). Multthtery-mdusss ew6 I Air barrier on perimeter of floor cavity between floors. Exhaust farce $0CI Exhaust fans verned to unconditioned space shall have dampers,except for combustion devim"h frttagral exhaust ductwork. Combustion Hsanring 80611 Combustion space and water heating systems must be provided with outsido aombuSftft ah;exbeptfludlrectw d appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ASC.3.2.Switch or aieany tttatked Circuit brsaker'"alldc or cutgff(gas)must be provided.External or built-in heat trap required for vartical pip.risers. Swimming Pools&Spas 612.1 Span&heated pools must neve.covers(except solar heated).Noncommercial pools must have a pumptinir,Qes Bps&pool heaters must have minimum thermal efficiency of 7a%. Hot Water Pipes 812.1 Insulation is required for hot water circulating systems(including heat recovery units). Shower Hasidic 61211 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig, HVAC Duct Construptiom, 610.1 All ducts,thrip,mechanical equipment and plenum chambers shall be machanicaliy.atlechsd,sYalad,ut UW*d V insulation&Installation and installed in accordance with the criteria of Section 610.1.Ducts in amts must bs kteaaistsd&a stltirnurtloi Fi•6. HVAC CoMmis 607A Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: I. On Table GC-1 Adicate the R-vatuebf Ito Insulation being added to each component and the efficiency levels Of the Nuipmem being installed.All R-values and eftkienciesittslaUsd musttnatorexeeetl the minimum values listed.Componetrts and equipment neither being added nor renovated maybe left blank. 2. A001TIONS ONLY.Doterm}ne the pefC Mage of new glass10conditioned floor area in the addition as follows.Total the areas of ail glass windows, pamds.Doge the area of all nowertical roof glass and add R to the previous total.When glass in existing exterior wails is being removed or endlosed by the ad fW,an amowlt to'tIS1M8 ,of lids 1 aff subtracted from the total glass area,MWI tne.adjusted gtoss area tots;by the conditional floor area of the addtbOn tits Multiply by 100 to gelft; Ettd t IBrgMi ` caicuiated ptrcentagalaNs an Tank 6C 2 PresO iptivIs are given by fha type of glass(single or doulite pane)and the overhang(OH)paired w4horso Des and overhang,tits minimum sWar neat gain cgeiflcrent allowed is spocihod.Actuat glass windaws and doors previously in the exterior walls of the h6use BPiNM ptve to alnr*,wkh the awerharig and solar hot,pin onffidient'requiramenta on Table 60-2.All new gloss;n the addition must mW the raduirfteaftWt for a*dr '- 1 is Ela"ie�yaLk you;ndiCated Theavefiadg(OHT>dSarldE s measured perpendiculary fromthe fade of the glasato a po+M diraCty uIcereros oueermaste O delta-dvatl ru 3. and who" low t Oft dom nnam pleas neem to melt one reiiaw�ng.re0uiroments.Nry gross type cna sear neat gain rxMtiaiant may UO eMtl fpr roes areaswilkFl are'erxacst ataeta l4oOt aartarng and W7pDaa Idw,ast atlga does not�setond}urtMrthan a fres from rheowrrhdnq.Gla'sa areae bsfeq ranOvated'Enat dff not maat'ttrfs Cnt4rA;meat ge'al�nar tiagitpette tk#tdd,draab4-pone Cle'B�OT doubb•pane t!riled. 4. BU ILMNG SYSTEMS.Comply when new system is installed for system installed. & Complatethe information-requestedoff the top hag of page 1. 6 RW Vinimdm Requirements for 5fitalf Additions and Renovatiaris.'Table 60.3,and check all applicable hemp. 7. Read;sign and data the"Owner/Agana"cert"rf rcaftn statemem on liage 1. '13-0.34 FLORIDA SXMMR40 CODE SCiA.DIN O RIGHT-J LOAD AND EQUIPMENT SUMMARY 01/23/06 File name: ALLI413.RSR Zone: Entire House For: MARCUM ADDITION 1109 LINKSIDE COURT EAST ATLANTIC BEACH, FL 32233 Phone: Fax: By: ALLIANCE BUILDERS INC. Phone: Fax: Job#: 413 SQ. FT. Wthr: Jacksonville AP FL Notes: WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 OF Outside db: 94 OF Inside db: 70 OF Inside db: 75 OF Design TD: 38 OF Design TD: 19 OF Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 12107 Btuh Structure 12389 Btuh Ventilation Air 6 6 CFM Ventilation 585 Btuh Vent Air Loss 2759 Btuh Design Temp. Swing 3.0 OF Design Heat Load 14866 Btuh Use Mfg.Data n Rate/Swing Mult. 0.99 INFILTRATION Total Sens Equip Load 12845 Btuh Method S impl i f i ed LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 230 Btuh Ventilation 933 Btuh HEATING COOLING Infiltration 1933 Btuh Area(sq.ft.) 413 413 Tot Latent Equip Load 3096 Btuh Volume(cu.ft.) 3304 3304 Air Changes/Hour 1.2 0.5 Total Equip Load 15940 Btuh Equivalent CFM 66 58 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Trade Trade Efficiency 0.0 H S P F Efficiency 0.0 EER Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 0 Btuh Actual Heating Fan 663 CFM Actual Cooling Fan 663 CFM Htg Air Flow Factor 0. 055 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sens Heat Ratio 81 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.2 7 S/N RS R2 0 7 8 4 Printout certified by ACCA to meet all requirements of Manual Form J SIN RS R2 0 7 8 4 RIGHT-J BUILDING ANALYSIS REPORT 01/23/06 Zone: Entire House File name: ALLI413.RSR Job#: 413 SQ. FT. For: MARCUM ADDITION Outside db 32 94 1109 LINKSIDE COURT EAST Inside db 70 75 ATLANTIC BEACH, FL 32233 Design TD 38 19 Daily Range - M Inside Humid. - so By: ALLIANCE BUILDERS INC. Grains Water - 49 INFILTRATION Method Simplified Const. glty Average Fireplaces 0 H E A T I N G Walls Ducts Component Btuh/SgFt Btuh %of Btuh Infiltration Walls 3.4 1531 12.6 Windows 28.0 4388 36.2 Doors 0.0 0 0.0 Ceilings 1.3 518 4.3 windows Floors 30.8 2326 19.2 Floors hifilt. 17. 6 2768 22.9 Ducts 577 4. 8 Ceilings C O O L I N G Component Btuh/SgFt Btuh %of Btuh Walls InterDuc Gains Walls 2.0 910 7.3 Windows 33.7 5293 42.7 Doors 0.0 0 0. 0 Ceilings 1.4 586 4.7 »>%'`'' '> Infiltration Floors 0.0 0 0. 0 Windows Infilt. 30.0 4 710 38. 0 Ducts 590 4. 8 Int.Gains 300 2.4 Ceilings Clg Tons at 81 % SHR = 1.3 Clg CFM/Ton = 499 Clg Tons at 70 % SHR = 1.5 Clg Tons at 400 CFM/Ton = 1.7 Overall U-Value= 0.211 WARNING:window to floor area ratio=38.0%-more than 25%. MANUAL J:7th Ed. Right-Suite: V4.1.27 MANUAL J: 7th Ed. Right-Suite: Ver 4. 1.2 7 SN RS R2 0 7 8 4 Printout certified by ACCA to meet all requirements of Manual Form J Project Information for: B148784 Builder: ALLIANCE BLDRS Date: 2/7/2006 Lot: 1109 LIKNKSIDE DRIVE EAST Start Number: 1373 Subdivision: JACKSONVILLE, FL County or City: DUVALL cm 0 Truss Page Count: 12 Truss Design Load Information(UNO) Design Program:MiTek 5.2/6.2 CL 4 Gravity Wind Building Code: FBC2004 Roof(psf): 42 Wind Standard: ASCE 7-02 Floor(psf): 55 Wind Speed(mph): 120 Im W Note:See individual truss drawings for special loading conditions LL Building Designer,responsible for Structural Engineering:(See attached) HOELLE,STANLEY P.AR 0009033 Address: 3550 RODEO ACRES DR, ORMOND BEACH, FL.32174 Designer: 51 Truss Design Engineer: Thomas, E. Miller,P.E.,56877-Byron K.Anderson, PE FL 60987 Company: Structural Engineering and Inspections, Inc. EB 9196 Address 16105 N. Florida Ave,Ste B,Lutz, FL 33549 Notes: 1.Truss Design Engineer is responsible for the individual trusses as components only. 2.Determination as to the suitability and use of these truss components for the structure is the responsibility of the Building Designer of Record,as defined in ANSI/TPI 3.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 4.Trusses designed for veritcal loads only,unless noted otherwise. # Truss ID Dw .# Seal Date # Truss ID Dw .# Seal Date 1 GE01 0207061373 2/7/2006 2 GE01 0207061374 2/7/2006 3 GE02 0207061375 2/7/2006 4 GE02 0207061376 2/7/2006 5 T01 0207061377 2/7/2006 6 T02 0207061378 2/7/2006 7 T02 0207061379 2/7/2006 8 T03 0207061380 2/7/2006 9 T03 0207061381 2/7/2006 10 T04 0207061382 2/7/2006 11 T04 0207061383 2/7/2006 12 T05 0207061384 2/7/2006 Licensing Portal - License Details Dwg.#02070613M ge 1 of 1 Lo On DBPR Home Online Services Home E Help� 9 ! p ; Site Map ,.. .... . .... . . .. 8:38:32 AM 3/ Public Services Search for a Licensee Apply for a License Licensee Details View Application Status Licensee Information Apply to Retake Exam Name: HOELLE, STANLEY PAUL (Primary Name) Find Exam Information (DBA Name) Main Address: 3550 RODEO ACRES DR File a Complaint ORMOND BEACH Florida 321747923 AB&T Delinquent Invoice & Activity List Search County: VOLUSIA User Services Renew a License License Mailing: Change License Status Maintain Account License Location: Change My Address View Messages Change My PIN License Information View Continuing Ed License Type: Architect Rank: Architect License Number: AR0009033 Term Glossary Status: Current,Active Licensure Date: 12/10/1981 Online Help Expires: 02/28/2007 Special Qualification Effective Qualifications Bldg Code Core Course Credit Threshold Building Inspector View Related_ cense.Inform_atio_n View License_Comi){aint L 1 Terms of Use 1 ! Privacy Statement FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: THOMAS E.MILLER PE 56877,BYRON K.ANDERSON PE 60987 https://www.myfloridalicense.com/LicenseDe �d7Y �Sf INSPECTIONS,9INC. EB FL 33549,963/30/2005 I LUTZ, Dwg.#0207061373 Job Truss Truss Type Qty Ply 00 I 18148784 GE01 GABLE 11 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:49 2006 Page 1 -2-0-0 8-1-0 16-2-0 18-2-0 2-0-0 8-1-0 8-1-0 2-0-0 Scflle=1'.31. 4.6 MT20= F 2x4 MT20 11 2x4 MT20 11G G �1 e / 1 2X4 MT2011 I 2x4 MT2D I' H D T S7 2 r 1ST _ I T1 T1 6.00 12 C B I J 1 A 400 MT20 11 20 MT20 11 2x4 MT20 11 54 MT20= 2x4 MT20 11 2z4 MT20 11 4x10 MT2011 3x4 MT20= 3.4 MT20= 16-2-0 1 16-2-0 Plate Offsets(X,Y): [B:0-3-8,Edge],[B:0-2-8,Edge],[J.0-2-8,Edge),[J:0-3-8,Edge1,[N:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 1 Plates Increase 1.25 TC 0.45 Vert(LL) -0.01 K n/r 120 MT20 244/190 TCDL 7.0 j Lumber Increase 1.25 BC 0.08 Vert(TL) -0.02 K n/r 90 BCLL _ 10.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.01 J n/a n/a _ BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:78 lb SLUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc 1 SOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) B=266/16-2-0,N=230/16-2-0,0=120/16-2-0, P=285/16-2-0,M=120/16-2-0, L=285/16-2-0,J=266/16-2-0 Max Horz B=1 32(load case 5) Max UpliftB=-314(load case 5), N=-37(load case 5),0=-163(load case 5),P=-257(load case 5),M=-159(load case 6),L=-264(load case 6), J=-334(load case 6) Max GravB=270(load case 9),N=230(load case 1),0=124(load case 9),P=286(load case 9),M=124(load case 10),L=286(load case 10), J=270(load case 10) I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-124/34,C-D=-105/92,D-E=0/140,E-F=0/230,F-G=0/230,G-H=0/140, H-I=-62/92, W=-74/34,J-K=0147 BOT CHORD B-P=-42/223, O-P=-42/223,N-O=-42/223,M-N=-42/223, L-M=-42/223,J-L=-42/223 WEBS F-N=-159/49, E-0=-88/185, D-P=-175/307,G-M=-88/185, H-L=-175/307 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category It;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 Ib uplift at joint B,37 Ib uplift at joint N, 163 Ib uplift at joint 0,257 lb uplift at joint P, 159 Ib uplift at joint M,264 lb uplift at joint L and 334 Ib uplift at joint J. I Continued on page 2 FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: �`rF725NIA$lr. N-PE6098T--._— STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LuTz,FL 33549 Dwg.#0207061374 Job Truss !Truss Type Qty Ply 0 0 IB148784 GE01 IGABLE 1 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek industries,Inc. Mon Feb 06 16:58:49 2006 Page 2 7)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing eleiments in the web and chord planes. See Florida Administrative Code 61G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work described in the referenced documents above. LOAD CASE(S)Standard I I it I II I I I I I I i i I� FEBRUARY 07,2006 TRUSS DESIGN ENGINEER- 56877,B OIq PEE 60987 .--_-, STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LuTz,FL 33549 Dwg.#0207061375 Job ITruss Truss Type Qty I Ply 00 B148784 GE02 IGABLE 1 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:49 2006 Page 1 1 -2-0-011-4-0 22-8-0 24-8-0 f 2-0-0 11-4-0 11-4-0 2-0-0 Scale=1:41.9 II 4.6 MT20= H 11 2x4 MT2011 2x4 MT201' G 2x4 MT2011 2x4 MT2011 F J 20 MT2011 ST 214 M 201, E 71 2 Ta T "�. I 2x4 MT2011 2M MT201l $7 T8 L 7 6.00F12 A 4x10 MT2011 O 4x10 MT2011 3x4 MT20= 3x4 MT20= 2.4 MT2011 20 MT20:I 2x4 MT2011 2x4 MT2011 5.6 MT20= 2x4 MT2011 2x4 MT2011 2x4 MT2011 2.4 MT2011 �! 22-8-0 (- 22-8-0 Plate Offsets(X,Y): [B:0-2-8,Edge], [B:0-3-8,Edge],[N:0-2-8,Edge],[N:0-3-8,Edge],[T:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.06 N-O n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.09 N-O n/r 90 BCLL 10.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.03- Q n a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc BOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. i REACTIONS (Ib/size) 7=806/19-2-0, U=205/19-2-0,V=151/19-2-0,W=185/19-2-0,X=123/19-2-0,S=241/19-2-0, R=2/19-2-0,0=417119-2-0,B=-10/19-2-0 Max Horz B=165(load case 5) Max Uplift7=-581(load case 6), U=-203(load case 5),V=-180(load case 5),W=-217(load case 5), X=-114(load case 5),S=-251(load case 6),R=41(load case 6),Q=-409(load case 6), B=-176(load case 10) I Max GravT=806(load case 1),U=205(load case 1),V=163(load case 9),W=185(load case 1),X=181(load case 9),S=245(load case 10), R=2(load case 1),Q=417(load case 1),B=152(load case 9) I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/47,B-C=-1117/750,C-D=-1103/778, D-E=-1053/808,E-F=-930/799,F-G=-834/807,G-H=-7141786 ,H-I=-713/785, I-J=-839/813,J-K=-908/775,K-L=-1066/831,L-M=-1106/778,M-N=-1119/743, N-0=0/47 I BOT CHORD B-X=-696/1218,W-X=-69611218,V-W=-696/1218,U-V=-696/1218,T-U=-696/1218,S-T=-696/1218, R-S=-696/1218,Q-R=-696/1218,P-Q=-696/1218,N-P=-696/1218 WEBS H-T=-752/770,G-U=-144/252,F-V=-102/199, E-W=-127/260, D-X=-102/152, I-S=-163/266,J-R=-24/136, I K-Q=-234/337,L-P=0/87 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll; Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)Gable studs spaced at 2-0-0 oc. 15)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 581 Ib uplift at joint T,203 Ib uplift at joint U, 180 Ib uplift at joint V,217 Ib uplift at joint W, 114 Ib uplift at joint X,251 Ib uplift at joint S,41 Ib uplift at joint R,409 Ib uplift at joint Q and 176 Ib uplift at joint B. 6)Non Standard bearing condition. Review required. Continued on page 2 FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: '-Continued 561*77, NPE-60987-. STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LUTz,FL 33549 Dwg.#0207061376 Job Truss Truss Type Qty Ply 00 �B148784 �GE02 (GABLE 1 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek industries,Inc. Mon Feb 06 16:58:49 2006 Page 21 7)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSUTPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work described in the referenced documents above. LOAD CASE(S)Standard it I, I I I �I FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: —_—. TFibF7fAS STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9796 76105 N.FLORIDA AVE.STE B,LUTZ,FL 33549 Dwg.#0207061377 j Job Truss Truss Type Qty I Ply 00 I 1 B148784 T01 SPECIAL 3 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:50 2006 Page 1 -0-0 2-8-5 8-1-0 13-5-11 16-2-0 18- 0-0 2-8-5 5-4-11 5-4-11 2-8-5 2- S.$.=125. 700 MT20= - C 6.00 12 IWt q T 0 { B 4x10 MT20= 4.10 MT20= F 2x4 MT2011 E A i � 2-8-5 8-1-0 13-5-11 16-2-0 2-8-5 5-4-11 5-4-11 2-8-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.74 D-F >257 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.67 D-F >285 180 I BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.61 E n/a n/a 1 BCDL 5.0� Code FBC2004/TP12002 (Matrix) Weight:61 lb (LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc I BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt B-F,D-F JOINTS 1 Brace at Jt(s):F REACTIONS (Ib/size) A=613/0-3-8,E=61310-3-8 Max HorzA=-84(load case 3) Max UpliftA=-527(load case 5),E=-527(load case 6) `FORCES (lb)-Maximum Compression/Maximum Tension I TOP CHORD A-B=-249/325,B-C=-1376/1485,C-D=-137611485,D-E=-2491325 I BOT CHORD B-F=-1202/1319,D-F=-1202/1319 WEBS C-F=-188/344 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Bearing at joint(s)A,E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 527 Ib uplift at joint A and 527 Ib uplift at joint E. 5)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work I. described in the referenced documents above. LOAD CASE(S)Standard FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B, LUTZ,FL 33549 Dwg.#0207061378 -Job Truss Truss Type Qty Tp00 J� 8148784 T02 ICOMMON 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:50 2006 Page 1 i -2-0-0 4-5-12 8-1-0 11-8-4 16-2-0 18-2-0 2-0-0 4-5-12 3-7-4 3-7-4 4-5-12 2-0-0 5x6 MT201 V _ D 3x8 M720/ 3x6 M720� 6.D0 F12 iJJ9 E C i t Iwil W2 W2 ryyt F 1 B YJ H G A \ 4x12 MT20= 4x10 MT2011 800 MT20= 4x10 MT2011 4x12 MT20� \�\ 4-5-12 6-1-0 11-8-4 16-2-0 4-5-12 3-7-4 3-7-4 4-5-12 Plate Offsets(X,Y): [B:0-0-13,Edge],[F:D-0-13,Edge] [I:0-5-D,0 4-8] F LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.23 I-J >836 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.25 H-1 >752 180 BCLL 10.0 _ Rep Stress Incr NO WB 0.61 Horz(TL) 0.07 F nta nla BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 188 Ib L M ER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc BOT CHORD 2 X 6 SYP No.1 D purlins. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. W3 2 X 4 SYP No.2 REACTIONS (Ib/size) B=6846/0-3-8,F=6846/0-3-8 Max Horz B=142(load case 4) Max UpliftB=-5989(load case 4),F=-5989(ioad case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/51,B-C=-11094/9457,C-D=-7723/6684,D-E=-7723/6684,E-F=11094/9459, F-G=0/51 BOT CHORD B-J=-8382/9870, I-J=-8382/9870,H-I=-8323/9870,F-H=-8323/9870 WEBS C-J=-2650/3188,C-I=-3503/3093,D-I=-5668/6616,E-I=-3503/3096,E-H=-2648/3188 NOTES (7) 1)2-piy truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. j 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5989 Ib uplift at joint B and 5989 Ib uplift at joint F. 6)Girder carries tie-in span(s):38-8-0 from 0-0-0 to 16-2-0 r i I I Conti nued On page 2 FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: --- — ItiliR�R-PET.�6877�-"BYFfOR7C_A STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LuTz,FL 33549 Dwg.#0207061379 Job Truss Truss Type I Qty Ply 00 B148784 T02 ICOMMON 1 I l Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:50 2006 Page 2 7)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI(fPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work described in the referenced documents above. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) - - Vert:A-D=-54,D-G=-54,B-F=794(F=-764) SII I sill iti I I I FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: HOMAS MILLER Y ON N ERSOIV�ETi09 STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LUTZ,FL 33549 Dwg.#0207061380 Job Truss Truss Type I Qty I Ply 00 16148784 `T03 (SPECIAL 113 1 ` Job Reference(optional) _ I Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:50 2006Page 1 -2'-0-D 1 3-5-14 10-8-8 11-4-0 14-10-6 19-0-4 22-8-0 24-8-0 2}0-0 3-5-14 7-2-10 0-7-8 3-6-6 4-1-14 3-7-12 2-0-0 j scala=t401 5x6 MT2011 D — — I N 3x4 MT20 4x10 MT2D� 11 6.0D 12 E ' C Ivi W2 / W3 B2 \ �\ 2x4 MT2011 i W� \W6 F 2x4 MT2011 i 3x6 MT20= _ ~\ W4 M 4x12 MT20— 1 A G 2x4 MT2011 3x6 MT20= K J 2x4 MT201 3.4 MT20= fixe MT20= 3-5-14 10-8-8 11-4 14-10-6 19-0-4 19T3-0 22-8-0 3-5-14 7-2-10 0-7-8 3-6-6 4-1-14 0-1-12 3-6-0 Plate Offsets(X Y): [B:0-1-9,0-0-2],[G:0-0-l0,Edge],[I:0-3-8 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.32 B-M >714 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.35 B-M >639 180 BCLL 10.0 T Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 1 n/a- n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 156 Ib (LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc T2 2 X 4 SYP No.2 purlins. BOT CHORD 2 X 4 SYP No.2"Except` BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. B1 2 X 4 SYP No.1 D,B2 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 LBR SCAB A-D 2 X 6 SYP No.1 D one side REACTIONS (Ib/size) A=687/0-3-8,1=1259/0-3-8 Max HorzA=-208(load case 6) Max UpliftA=-604(load case 5), 1=-1258(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=-280/399,B-C=-1564/1255, C-N=-877/754, D-N=-790/767, D-E=-807/741,E-F=-935/586, F-G=-11591590,G-H=0/47 BOT CHORD B-M=-1117/1506,L-M=-1117/1506, K-L=-2/59,D-L=-476/567,J-0-24/41, I-J=-221/457,G-I=-483/1223 WEBS J-L=-2091442,E-J=-491110,E-1=-1290/1568,F-1=-235/466, E-L=-135/283,C-L=-934/938,C-M=-45/209 NOTES (6) 1)Attached 12-9-15 scab A to D,front face(s)2 X 6 SYP No.1 D with 2 row(s)of 10d Common(.148"x3")Nails spaced 9" o.c.. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.0psf;Category It;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 4)Bearing at joint(s)A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 604 Ib uplift at joint A and 1258 Ib uplift at joint 1. 'I Continued On page 2 FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LUTz, FL 33549 Dwg.#0207061381 Job Truss Truss Type Qty Ply 00 B148784 T03I SPECIAL 3 1 Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:50 2006 Page 2{ 6)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61 G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSIfTPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work described in the referenced documents above. LOAD CASE(S)Standard II � I I� 'I I II _ I I I I I �I FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: -- �AfTS-E INIILCEFi-1=E-568 STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LUTZ, FL 33549 Dwg.#0207061382 Job Truss Truss Type I Qty I Ply 00 B148784 T04 I COMMON 1 1 Job Reference(optional) Builders Fi stSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:51 2006 Page 1 -?-0-0 7-0-0 11-4-0 15-9-2 20-2-4 22-8-0 24-8-0 2-0-0 7-0-0 4-4-0 4-5-2 4-5-2 2-5-12 2-0-0 S.ie=1:40,1 5x8 MT20 11 D N 6x8 MT20i \ 6.00 12 4.10 MT20�- C E W2 W5 I W 2x4 MT2011 2x4 MT201. 400 MT20= 4 A M L 2x4 MT20 11 6x20= G ��?? g J f C K 3x6 MT20H J 2x4 MT20'I 3x4 MT20= fix8 MT20- \� 11-4-0 20-2-4 20-5-8 22-8-0 11-4-0 8-10-4 0-3-4 2-2-8 Plate Offsets(X Y). [B:0-8-8,0-0-0],[G.0-0-13 Edge] [1.0-3-8,0-3-0] [L:0 -2-8 Ed e] LOADING(psf) SPACING 2-0-0 CSI--� DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.34 B-M >715 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.38 B-M >633 180 BCLL- 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.22 1 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 156 Ib iLUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc T2 2 X 4 SYP No.2 purlins. BOT CHORD 2 X 4 SYP No.2"Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: B1 2 X 4 SYP No.1D 1 Row at midpt B-L WEBS 2 X 4 SYP No.3*Except* W3 2 X 4 SYP No.2 LBR SCAB A-D 2 X 6 SYP No.1 D one side REACTIONS (Ib/size) A=758/0-3-8,1=1183/0-6-7 Max HorzA=-208(load case 6) Max UpliftA=-655(load case 5),1=-1144(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension j TOP CHORD A-B=-310/431,B-C=-1921/1596,C-N=-1106/972,D-N=-1007/988,D-E=-1024/929, E-F=-793/473, F-G=-984/463,G-H=0/47 I BOT CHORD J-K=-8/20, I-J=-408/711,G-I=-378/1037, B-M=-1398/1860,L-M=-1398/1860 i WEBS K-L=0/62, D-L=-517/683,E-L=-73/178,F-I=-210/402,C-L=-1042/1026,C-M=-38/216,J-L=-415/716, E-J=-48/151,E-I=-1385/1646 NOTES (6) 1)Attached 12-9-15 scab A to D,front face(s)2 X 6 SYP NoA D with 2 row(s)of 0.131"x3"Nails spaced 9"o.c.except: starting at 2-3-10 from end at joint A,nail 2 row(s)at 7 o.c.for 2-0-0, 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 4)Bearing at joint(s)A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 655 Ib uplift at joint A and 1144 Ib uplift at joint I. Continued on page 2 FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: HOMAS�-IOIiL-CERFIF ANUERSON760$-$7--- -1 STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LUTZ,FL 33549 Dwg.#0207061383 Job Truss I Truss Type Qty I Ply 00 18148784 T04 COMMON 1 1 _ Job Reference(optional) Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:51 2006 Page 2 �I 6)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61 G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work described in the referenced documents above. LOAD CASE(S)Standard it I I 11 i j I I i i FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: , N DERSOf�PE-609$7- _.. STRUCTURAL ENGINEERING AND INSPECTIONS,INC. ES 9196 16105 N.FLORIDA AVE.STE B, LUTZ,FL 33549 Dwg.#0207061384 Job Truss Truss Type 'Qty Ply 00 I B148784 T05 I COMMON 1 1 Job Reference Inntinnah Builders FirstSource,Bunnell,FL.32110 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Feb 06 16:58:51 2006 Page 1 -2-0-0 5-11-4 11-4-0 16-8-12 22-8-0 24-8-0 2-0-0 5-11-4 5-4-12 5-4-12 5-11-4 2-0-0 Serie=1:41. 4x10 MT20= D - 6.00 12 2z4 MT20,� 2x4 MT201, l C W E it n W1 W1 F I '' B to G A 3x8 MT20� H 3x8 MT20= i 5x8 MT20= 11-4-0 22-5-8 22;8-0 11-4-0 11-1-8 0-2-8 Plate Offsets X,Y): [B:0-0-10,Edge],[F:0-0-10,Edge],[H:0-4-0,0-3-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) -0.29 B-H >926 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 B-H >539 180 _ BCLL 10.0 Rep Stress Incr YES- WB 0.28 Herz(TL) 0.05 F n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 104 Ib !LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. REACTIONS (Ib/size) B=1050/0-3-8,F=1058/0-6-7 Max HorzB=172(load case 5) Max UpliftB=-932(load case 5), F=-942(Ioad case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0147, B-C=-1494/1448,C-D=-1160/1109,D-E=-1159/1109,E-F=-1477/1428, F-G=0/48 BOT CHORD B-H=-1016/1293,F-H=-991/1271 WEBS C-H=-383/623,D-H=-490/692,E-H=-361/594 NOTES (4) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever right exposed;Lumber DOL=1.60 plate.grip DOL=1.60.This truss j is designed for C-C for members and forces,and for MWFRS for reactions specified. 1 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 932 Ib uplift at joint B and 942 Ib uplift at joint F. 4)The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G15-31.003 section 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated"Truss Design Engineer". Builders FirstSource as the"Truss Design Engineer"do not accept any additional delegations beyond the scope of work described in the referenced documents above. LOAD CASE(S)Standard i �I FEBRUARY 07,2006 TRUSS DESIGN ENGINEER: STRUCTURAL ENGINEERING AND INSPECTIONS,INC. EB 9196 16105 N.FLORIDA AVE.STE B,LUTZ,FL 33549 SY11113015 Numbering System PLAN I OCA11011 AHD ORIENIA11014 ratline to Follow I-)(imuge of Petsowl IME,,, ("elliel plole oft joint unless dimensions inclicole oil wivAse I, Piovide copies of Otis hoss design to tile [linaensions aae in inches.Apply building designer,ejectionstipeiviscit,plopelly plolos It)both sides of filiss and owoel and(III offiel inleleslad pollies 50cinely seal_ 12 13 14 2, (--Ill IllentlielS to heOt liCililly Cigallisl aoch I(-)I'Cl IORDS olliul T PI(-ice plates oil each lace of hoss(it em.1i joint and embed folly.Avoid knots acid wane 1ff1(1 ti w y of joint locoliolls. 4 Z2 0 yl U0ii Z� /1 T 'L I Irliess otherwise nosed,locate Chord splices ( ot'4 ponel lefkgllw(16"itemodjac-eid 1-)i'll) C8 cl C4 —--�()1-10-11 iT F, 5, unless(Allemise floled,111015111(e Content tit [')I 4x2olielifolion.loccila It in lbel A loll not exceed 19%kit lima of fuhicoliol 1, pales 118-floill oulsicle edue 11 in 17 Jd al [loss and vel ficol Viet), 6. linlass explessly noted,INS design is not applicable lot Ilse wilh tile felaidalit oI pieservolive heoled himbei. INS symbol int-ficales tile fequiied diiection of slots ill Jolt IIS A141)CIJORDS ARE HUMBERED CLOCKWISE 7. Combei is(i ition-stfoclo(ol uonsideiallon and Cowlecloi pluses. AROMID 111FIRO55 SIARIING A]IllElOVIES] 101111 is the tesponsibili(y of litisi lokicolot Genefol FARIIIL-51 to Illi'I EIT pioclice is to comber lot dead food dellectitin, WEBS ARE NUMBERED FROM(Eff 10 RIGI It 8 PI(Ile type,size and locultoll dimensions f A IF 511E shown indicate minimum plallml wqoheineills the hisl dimension is Ilia width 9. 1 umhet shall be of Ihe species of id size.and d x pelpelldiculol to sfols.Second fit Of tespecls,equal to of beilef Ilion tile dimension is tile lelli,)Ih p0milel COMIECIOR PI AIE CODE ArPROVAIS (pude speciliet'i, loslols BoCA 96-31,96 67 11), lop chords cis I i ius I he sheathed led oi purlins is lit is ICBG) 3907, 4922 provided a I spacing shown of I clesigi 1, Il Bollom choicis oequiie lulefol biacing tit fit I AlFl?A1 BRACING SOCCI 9667,9 432A 11,51-locil 19,01 less,if no callif 19 is it Islallek 1, tardess olheiwise noted. Iw-ficoles location of lecit'lited WISC/Dil IJR 960022-t`1,9 Al036-11 conlintious loletal bracing_ I IER 561 12.Anchoioge and/or load f(onsleiiing colloeclions to hosses ate the tesponsibilily of unless showil. 13 I-)o not overload roof or 11c)ot lit isses will i stock of co;151111clion mcjleliols. 111-AKIN( 14,(-to 11of col of allef 1(1155 illellibef of pluie Iodicoles location of joil-Ils of Will lool Pilot Upp(ovot of(I pi 0055101 lot Which beolings(si,ippollsi occur_ engineer. M 15�Cole should lie exelcised Ill liondli1q. erection and insfollolion of!josses Ilifeli Eiiqbteeibiq Helfaiesice Sheet. Utti-7473 CC)-109) MiTelviij 1101dill!1S,llllc. MAP SHOWING BOUNDARY SURVEY OF LOT 19, SELVA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEFFREY J.AND ANGIE MARCUM EQUIFIRST CORPORATION STEWART TITLE OF JACKSONVILLE,INC. WATSON&OSBORNE 1TI'LE SERVICES,INC. LINKSIDE COURT EAST FOUND 1/2' IRON PIPE (CUL-DE-SAC) AUTHORITY EASEMENT 10x10 JACKSONVILLE ELECTRIC STAMPED 'MILLER 30411' N 71'53'56' E *J 39.52' (CHORD) O ` . °0' PLAT & MEASURED LOT 20 '40.9 1, FOUND 1/2' IRON PIPE STAMPED 'DURDEN 1048' •ire 7.SAU JACKSONVILLE � 40A�4h 0.1' ?O. ` a ci �cr f 1 a� LOT 18 19 �7f?00` v +r ' p q do.a Aj JJ �, JJ /, 1 vn� 0.2' 0.1' N, ,YOl gid. NOTES: ACCEPTED BY: LEGEND: R - RADIUS —X— = FENCE L = LENGTH O CONCRETE NOTES: 1. BEARINGS ARE BASED ON THE PLAT---- BEARING OF __S 83'42'00_W--- ALONG THE REVISIONS SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE -----!---, AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17. 1989, COMMUNITY NUMBER 120075, PANEL 3. THIS SURVEY REFLECTS ALL EASEMENTS do RIGHTS OF WAY AS PER RECORDED PLAT do/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 19331 DATE OF FIELD SURVEY: 12-05-02 ISSUE DATE : 12-05-02. SCALE: 1" = 30' CERTIFICATE 2522 OAK STREET I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florldo 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA (Fox) 904-389-6175 ADMINI� E, PURSUANT TO SECTION 472.072• FLORIDA STATUTES. MICHAEL J. LLO LICENSED BUSINESS / 6702 REGISTERED SURVEYOR AND M ER d 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS • i p APPENDIX 13-0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM SCOC-04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Compliance with Method C of Sub-Chaptet 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-04 tot addition of 600 square feet or less,site-it+stailed components of manufactured homes,and renovations to single-and multipie-family residences.Alternative methods are provided for additions by use of Form HOO-04 or 600A-04. PROJECT NAME: 144 {JOi'1-!( AND ADDRESS: COUPT EAST I!PERMITTING CLIMATE OrrC-ft,FL OFFICE: ZONE: 1 7 2 ' OWNER: FF N{IkR�' !PERMIT NO.:I ! i i!JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 squara feet or less of contlhioned area).Prescriptive requirements in Tables 6C-1,6C-2,and 6C-3 appy only lathe components of Dte addition,not to the ex sting building.Span heat ng,cooling,and water heating equipment efficiency levels must oe met only when equipment is installed SpecifMaly to serve the addition or is any iomied in conjunction with the addition construction.Components separating unconditioned apaces from conditioned spaces must meet the prescribed minimum Asulatbn Iavels gENpvAT, Ns(Residential buildings undergoing renovationScoating more than 30%of the assessed value of the building).Prescriptive requirements in Tables 6C-1 and 80-2 appy on to the Wn"llems and oQuipment band renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only site-installed components and features are covered by this form.BUILDING SYSTEMS.Comply when Compote new system is installed. Pteel Print CK 1. Renovation,Addition,New System or Manufactured Hama 119D..A 2. Single-family detached or Multiple-family attached 2. /rtk 14MJy 3. If Multiplea.-family—No.of units covered by this submission 3' 4, Conditioned floor area(sq.it.) g, 1,33 6. Predominant save overhang(ft.) S. Glass type and area: Single Pane Double Peine a.Clear glass Be. sq.it 15 7 sq,ft' b.Tint,film or solar screen Sb. sq.I sq,it. 7. Percentage of gists to floor area 7' % S. Floor typo and insulation'. a.Slab-on-grade(R-value) 8a R easy lin,ft, b.Wood.raised(R-value) 8b. R= sq,ft, e.Wood,common(R-value) So. R= sq,ft. d.Concrete,raised(R-value) 8d. R= sq.ft. e.Concrete,common(R-value) 8e. R= sq.ft. g. Wall type and insulation: a. Exterior: 1. Masonry(insulation R-value) ga-1 R= sq.ft, 2. Wood frame(insulation R-value) 9a•2 R: !/ sq,h. b. Adjacent: 1, Masonry(insulation R-value) ob-1 R sq.ft. 2. Wood frame(insulation R-value} 8b-$ R= sq.It. c. Marriage Walls of Multiple Units'("res/No) 8o _ 10. Calling type and insulation: a.Under attic(Insulation R-value) IOa, R.--30- 41 sq.ft b.single assembty(Insulation R-value) IOb. R= sq.ft. 11. Cooling system' 11, Type: C6A17A4L (Types:central,room unit•package terminal A,C.,gas,existing,none) SuPiRgR: 100 12. Hosting system' 12. 'type: )49& %�9 .x-- — (Types:heat pump,elec.strip,natural gas,LP-gas,gas h.ri-room or PTAC H8PFlCOP/AFUI$:--rte, existing,none) 13. Air distribution system'" a.Backflow damper or single package systems`(Yes/No) 13a. b.Ducts on marriage walls adequately seated'(YesJldo) 13b. - --- 16, Type: 116kZ' 14. Not water system: EF: � (Types:elm,natural gas,other,existing;none) -Penins to manufactured homes with site-installed components. In, cert1Y that the plans and specifications eov re"by he celetr ition are iriLompl once with Review of B c�� r t st � 0010011114011 � t o 6� a the Ronda Energy ode J e rem+ee*,isn oec:tw� MerApEO Gy; '� _-.—. QATE�.'" n euaalNc aFFlctat: I hereby certify that this ouilding ism Compliance with th Frontla Energy Ca DATE: DATE: OWNER AGENT: 13.0.33 FLORIDA BUILDING CODE–BUILDING R1011'174J LOAb AM)1i'00IPWNJSUMMAkY 01/23/06 Filename: ALL1413.RSR Zone: Entire House For: MARCUM ADDITION 1109 LINKSIDE COURT EAST ATLANTIC BEACH, FL 32233 Phone: Fax: BV: ALLIANCE BUILDERS INC. Phone: Fax: Job 4: 413 SQ. FT. WthT Jacksonville AP FL Notes: WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 'IF Outside db: 94 OF Inside db: 7 0 OF Inside db: 75 OF Design TI)i 38 OF Design TD: 19 OF Daily Range M Re]. Hum. : 50 % Grams Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 12107 Btuh Structure 12369 Btuh Ventilation Air 66 CFM Ventilation 585 Btuh Vent Air Loss 2759 Btuh Design Temp. Swing 3.0 OF Design Heat Load 14866 Btuh Use Mfg. Data n Rate/Swing Mult. 0. 99 INFILTRATION Total Sens Equip Load 12845 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 230 Btuh Ventilation 933 Btuh HEATING COOLING Infiltration 1933 Btuh Area(sq.ft.) 413 413 Tot Latent Equip Load 3096 Btuh Volume(cu-ft.) 3304 3304 15940 Btuh Air Changes/Hour 1.2 0.5 Total Equip Load Equivalent CFM 66 58 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Trade Trade Efficiencv 0. 0 HSPF Efficiency 0.0 EER Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 0 Btuh Actual Heating Fan 663 CFM Actual Cooling Fan 663 CFM Htg Air Flow Factor 0.055 CFM/Btuh Clg Air Flow Factor 0. 053 CFM/Btuh Space Thennostat Load Sens Heat Ratio 81 MANI JAI,J: 7th Ed. Right-Suite: Ver 4.1-27 SIN RSR20784 Printout certified by ACCA to meet all requirements of Manual Form J RIGI-IT-J CALCULATION PROCEDURES A, B, C, D Job 413 SQ. FT. 01/23/06 Zone: Entire House File name: ALL1413.RSR Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC/1-iR x 3304 Cu.Ft. x 0.0167= 66 CFM 2. Winter Infiltration Btuh 1.1 x 66 CFM x 38 Winter TI) = 2768 Btuh 3. Winter Infiltration FITM 2768 Btuh 157 Total Window = 17. 6 f ITM and Door Area Procedure B-Summer Infiltration IT'I'M Calculation* 1. Summer Infiltration CFM 0.5 AC/FIR x 3304 Cu.Ft. x 0.0167= 58 CFM 2. Sununer Infiltration Btuh 1.1 x 58 CFM x 19 Suininer`TD = 4710 Btuh 3. Summer Infiltration urm 4710 Btuh 157 Total Window = 30. 0 1 ITM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 49 gr,diff, x 58 CFM = 1933 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 28 Vent.CFM x 19 Sumnier'fl) 585 Btuh Sensible Load for Structure(Line 19) + 12389 Btuh Sum of Ventilation and Structure Loads 12974 Btuh Rating and Temperature Swing Multiplier x 0. 99 RSM Equipment Sizing Load-Sensible + 12 84 5 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 28 Vent.CFM x 49 gr.diff. = 933 Btuh Internal Loads = 230 x 1 No, People + 230 Btuh Infiltration Load From Procedure C + 1933 Btuh Equipment Sizing Load-Latent = 3096 Btuh *Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. Right-Suite: Ver 4. 1.27 S/N PSR20784 Printout certified by ACCA to meet all requirements of Manual Form J S/N RSR20784 RIGHT-J BUTLDINGANALYSIS REPORT 01/23/06 Zone: Entire House File name-, ALL1413.RSR Job 4: 413 SQ. FT. For: MARCUM ADDITION Outside db 32 94 1109 LINKSIDE COURT EAST Inside db 70 75 ATLANTIC BEACH, FL 32233 Design TD 38 19 Daily Range - M Inside Humid. 50 By ALLIANCE BUILDERS INC. Grains Water 49 11NIFILTRA11ON Method Simplified Const. q1ty Average Fireplaces H F A T I N G Walls, Ducts Component BtuIVSqFt Btuh %of Bath Infiltration Walls 3.4 1531 12. 6 Windows 28.0 4388 36.2 20 Doors 0. 0 0 0. 0 1. 3 518 4. 3 Ceilings Windows Floors 30. 8 2326 19.2 Floors Infilt. 17. 6 2768 22.9 Ducts 577 4.8 Ceilings C 0 0 L I N G � rnal G Component BtuIVSqFt Btuh %of Btuh Walls Into Ductsains Walls 2.0 910 7. 3 Windows 33.7 5293 42.7 Doors 0. 0 0 0. 0 Ceilings 1.4 586 4. 7 Infiltration Floors 0.0 0 0. 0 Windows Inuit. 30. 0 4710 38. 0 Ducts 590 4.8 Int.Gains 300 2. 4 1 1 Ceilings cig,rons at 81 % SHR = 1.3 Clg CFM/Ton 499 CIg'Fons at 70 % SHR = 1.5 Cig Tons at 400 CFM/Ton = 1 .7 (X,erall U-Value= 0.211 WARNING: window to floor area ratio=39.0%-more than 25%. MANUAL J: 7th Ed. Right-Suite: V4.1.27 APPENDIX 13.0 Glirnate ton"1,2;3 TABLE SC-1;PRESCRIPTIVE REOUtREMENT3 FOR SMALL AOOfTIDNB 1800 eq.Ft.arid Liu),RENOVATlON8?O BXISTiNO gUtLpIN63 AND BRE-iN8lltllgt CCtI�ItE1FI1i tiP tgANUFAC7Upf0 NOAIEg COMPONENT MINIMUM INSULATION EOU1PMRrNT i MiPitirIU1A INSTA.LliJ INSULATION lNSTALLf:D = EFPIsr1QNCY BitPf0lecy Concrete Block R•7 ar r N ;Frame,2'x 4' R•11 11 Central NC -Spilt 4R r 10.0 Sag> a 'Frame,2'x 6' R'19 Single PIr )SEER s 7 9 !Common,Frame I 4.11 ' Room unit or PTHC 9• g' S�q•----.- I Common,Masonrlr R-3 _ i '8'S EEA Under Attic R-30 i Electric Resistance ,ANY i Single Assembly;Enclosed Heat Pump•Spirt )HSPF.8 8 Ha" $ i Frame R-19 r• -Single.Pkg. I HSPR•6.6 HSPF. w y:Metal Pans R•13 I 1Room unit oriel fP FCOP•2,7• HSPFrCOP. o' )Single Asearnh Open R-10 _ Gammon.Frans R•ti LU Gas.neturai or propans 1AFUE.18 AFUE. Slab-on-grade { No Minimum N Fuel Oil i AFLE..78 AFUF. Raised Wood I A-19 i Rased Concrete i R-7 i u i Common,Frame R-11Lij Electric Rssastattoe 'EF>A2 Gam;natural or LP :EF.,Sp 4fnuncontliti0ttedapaCe R•6 3 Fuel Oil {g¢>,54 EP.,__ a ,In conditioned space No minimum TABLE SC•k.PRESCRIPTIVE REOiNAENtENTB POR 8LRS8 AREAS iN ACORIONS ONLY See Table 13-W7.1,ASC.3.2 and 13•O1S,1.AW4.2 Maximum parcia glass to floor area allowed is selected by wy,OWMArig length,antl solar heat gain coeffloiera,Maximum,, m ktetatbetl'/.. GLASS TYPE,OVERHANG,AND SOLAR NEAT GAIN COEFFICIENT REGUIRHO POR GLASS pgRCLMtf kgNe ALLOWip UP TO 20'/s UP TO 30% UP TO 40% UP 70 50%._._..__......_._.._... +....«.... ..............._.......�.........._...... - ..__..................._. ...»__....,....... Single 0outle Single 0oubie Single �„ 00ubio Dowe OH•SHGC OH-SHGCOH•SHGC ; OH-SHGC Cwt-SHGC OH-SHGC pH gWGC OkNf;HfiC 1'-.87 0'-.78 2'-.87 V-78.78 NOT 2•.7S NOT.ALLOW O { 9'-,78, 7•.75 j 1'•.78 0'•,61 , ALLOWED -.44 1, P•.3S Get certified3HOC from the manufacturer or use defauhs:Single clear SHGC..75,double of ar,144aIC>.Se,artdsinglslnISt M. TABLE SC-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS t«MEOK Exarior Jaimis A Cracks 606.1 To be caulked,gask"d,weather-stripped or otherwise sealed, Etrterlor windows&Doors 60611 Max.0.3 cfnVeq rc window area;.5 ctm/sq.ft.door area. Sats B;T""states SO6.1 Salo piates and penetrations through top plates of extsriocwails must be seared, 4-- Recessed Recessed Lighting 606.1 Type 10 ratso with no penetrations(two aftemathn"aliowed). t Munistary mount 606.1 Air barrier on perimeter of floor cavity between tutors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned Space shali have dangters,except for aombuation dayoogyceth xate9rtl aXhaust ductwork. Combustion maeting 606.1 Combustion space and water heating systems must be provided with*LrWdo Combustion air, appliances, Water Hastens 612.1 1 Comply with efficiency rsqu iremants in Table 812.1.ASC.3.2.Switch or clearly neared Clraait braakar swea a or eutalf(gas)must be provided.External or buirt-in heat trap required tar vertical pips Yaots, swimming Pools&Spas 612.1 Spas&heated pools must nava ccvers(except solar heated).Noncommercial pools must nave a pumptimw,pas, spa&poet heaters must have minimum thermal efficiency of 78%. Hat water Pipes 612.1 insulation to required for hat water circulating systems(inetuding neat reoovery units). Shower Heads, 612,1 Water flow must be restricted to no more than 2.5 gallons per minute at SO psig. HVAC Duct Commuotion, 610.1 All duct&fittings,mechanical equipment and plenum chambers ahail be rrwchanically aftch tilt$69446 insula m Insulation Si Installation and Inetatled in accordance with the criteria of Section 810.1.Ducts in sake must be inewwov 6-minfnwinof R•$. HVAC Controls 607.1 Separate readily accessible manual or automatic tharmostat for each system. L-- GENERAL 0ISECTiCNS' 1. 0n Table a le haneindicate led.Components f fhanduequ p being being added no renovatednt anth the ency levels of the 604farem losing instaliad.All R•valuss antl eHieioneias installed rival roast or exceed the2. AOOMONS ONLY.Ostermlrie the pelCarrtdge d new gias6 to cord bdnetl floor area in the addition as follOv4.Total the areas of all g4ass wlndpws,siitl rig,gM dfrotsad6gtase door WIN,.I)WAI#the area of all rionvertical roof glass and add h to the��rawfouS total.When glass in existing exterior walls is being removed or enclosed Dy the additrort,as Int�taft totkaWAI*'eief Sia b' subtracted from the lata,glass area.Oivida itat I it fitd glass area total by the conditioned floor area of the addition.Mu%01I,by 1tV to get iha RsGtk FtBd tb1 r taloutated perotast;�tags on Table SC•?.Pracriptt+es afe ghron bl'the type oI ghee lsutgt!ar aoubte Dalley and tris ovemartg(Old pend adTtl a solar tlelxr POrsyiV�1 p�ttlipia and overhand,the-rtttmmum saran haat gain CpeffierMi ahowatl Isrpeafled.Actual glass windows end Goon previouSy+in the efatBNot waNlttN t!H ttousa sato 'tGj�}�ptyg. to carraply with the ovarttaag aAsf 3akr haat gain aoaHicietst raqutremenffi on Table SC•2.AN new glass in the a08ition must mast the fagarilslgent hir oae.tlTthe7oi,s fa'Eiet�Capatuf�0e oetagory you rrtdiCastd ThBOwarharfg(QH) npa is,ftl8aeured eirpandicubny trim the face of Cho glee W a point u'mrctiy u,td4r tats ouaerntast ed�t of thssra't)rittt, 9. RENpVAmdfCe aN4Y.Mpraormu2 tiras6 nae'Gs ro mein rns ra:row�nq.ra0u�rommnta.Nry 9r�type erre saw MR getn tgMfisAtptnroy tR 1Sr. erffia VniOit NetNas,M et:aLlt9 2A6M mtinnns. snA whOss fowist OtlOr dost:notortond furtMrtrr9n a i�9r trprrt tMs overF9na.tt4a9 snap losmp rrnwetid seat 00 not mwetaK ttrl�rle mgei baltttlir silt {!tiMld,dtllFble+�ape CIeeP'dr double-MMIJ std. 4. giltt dttd6 SYSTEFA5.Comply when naw system s itrstalfad for system nstatfed. S. Complete the information.rMsetad an the top haft of page 1, 8 Raad Minimum Requ remer tsfor Small Additions and Renovations•'Table 6C•3,antl check ail apoi Coble nems 1. Read.sign and dakths•Owner/Agorrt"contfiotion SWternem Cn 01106±. 13-0.34 FLORIDA MLOR40=05-SUILDWO §WiLBIN15 BLANS EXAMINEK REVIEWED FOA CODE COMPLIANCE KEEP THIS PLAN 9N JOB MAY 2 1 2003 Building Coning In a 'ion Div-Jax., FI.. 1 Examiner Si ature License No. AAMA/NWWDA 101/1.S.2-97 TEST REPORT Rendered to: NU HOME PRODUCTS,INC. SERIESIMODEL: 740/744 Oriole TYPE: Aluminum Single Hung Window with Nail-Inn Summary of Results Title Test Specimen #1 Test Specimen #2 Test Specimen #3 AAMA Rating H-R35 47 x 89 H-R30* 39 x 90 H-R35* 39 x 90 Operating Force 25 lb max. N/A N/A Air Infiltration 0.12 cfm/ft N/A N/A Water Resistance Test Pressure 5.30 psf N/A N/A Uniform Load Deflection Test Pressure +35.3 psf +33.3 psf +35.3 psf -47.2 psf -34.7 psf -47.2 psf Uniform Structural Load Test Pressure +53.0 psf +50.0 psf +53.0 psf -70.8 psf -52.1 Psf -70.8 DSf Deglazing Passed N/A N/A Forced Entry Resistance Grade 10 N/A N/A Reference should be made to ATI Report No: 01-41979.01 for complete test specimen description and data. Architectural Testing AAMA/N ;WDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O.Box 370 650 West Market Street Gratz,Pennsylvania 17030-0370 Report No: 01-41979.01 Test Date: 06/19/02 And: 06/21/02 And: 07/24/02 Report Date: 08/26/02 Expiration Date: 07/24/06 Project Summary: Architectural Testing,Inc. (ATI) was contracted by NU Home Products, Inc. to perform tests on three Series/Model 740/744 Oriole, aluminum single hung windows with nail-fin at their facility in Elizabethville,Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R35 47 x 89; Test Specimen#2: H-R30* 39 x 90; Test Specimen#3: H-R35* 39 x 90. General Note: An asterisk (*) next to the performance grade indicates that the size tested for " optional performance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with A.AMA/NWWDA 101/I.S.2-97, Voluntary Specificationsfor Aluminum, Vinyl(PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Oriole Type: Aluminum Single Hung Window with Nail-Fin Test Specimen#1: Gateway Performance Specimen H-R35 47 x 89 Overall Size: 3' 11-1/4" wide by 7'5-1/4"high Interior Sash Size: 3' 10" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 3' 9-5/16"wide by 4' 3" high Screen Size: 3'9-1/8" wide by 2' 11-1/2" high Glazing Type: 3/16" annealed 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 01-41979.01 Page 2 of 6 Test Specimen Description: (Continued) Test Specimen #2: H-R30* 39 x 90 Overall Size: 3'3-1/4" wide by 7' 5-1/2"high Interior Sash Size: 3' 1-7/8" wide by 2' 11-11/16"high Fixed Daylight Opening Size: 3' 1-1/4"wide by 4'2-1/2"high Screen Size: 3' 1-1/8" wide by 2' 11-1/2"high Glazing Type: Fixed daylight opening 3/16"annealed,Interior sash 1/8" annealed Test Specimen #3: H-R35* 39 x 90 Overall Size: 31-1/4"wide by 75-1/2"high Interior Size: 3' .-7/8"wide by 2' 11-11/16"high Fixed Daylight Opening Size: 3' 1-1/4"wide by 4'2-1/2"high Screen Size: 3' 1-1/8"wide by 2' 11-1/2"high Glazing Type: Fixed daylight opening 1/8"tempered,Interior sash 3/16" annealed The following descriptions apply to all specimens. Finish: Unit was silver in color. Glazing Details: The active and fixed sash were single glazed. Both sash were channel glazed using a flexible wrap-around glazing gasket. Weatherstripping: Description Quantit Location 0.170"high by 0.187" backed 1 Row Fixed sash stiles and top rail polypile with center fin 0.330" high by 0.187"backed 1 Row Fixed sash interlock polypile with center fin 0.090" high by 0.187"backed 1 Row Interior sash stiles polypile 0.270" high by 0.187" backed 1 Row Interior sash stiles polypile with center fin 5/16" vinyl,hollow bulb seal 1 Row Interior sash bottom rail 0141979.01 Page 3 of 6 Test Specimen Description: (Continued) Frame Construction: The frame was constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing two 5/8" screws through the iambs into the sill and head screw bosses. Sash Construction: The sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs into the rails screw boss. Screen Construction: The screen frame was constructed from roll-formed aluminum members with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware: Description Quanti Location Metal cam lock 2 10" from ends on interior sash meeting rail Balance assembly 2 One per jamb Plastic tilt latch 2 Ends of meeting rail on interior sash Metal tilt pin 2 Ends of bottom rail on interior sash Drainage: Sloped sill enforcement:`1 o�`'u infcremit. - Installation: The unit was installed in a 2 x 8#2 Spruce-Pine-Fir wood buck. The unit was secured utilizing 1-5/8" drywall screws placed 3"from corners and 10" on center around nail fin perimeter. The exterior was sealed utilizing polyurethane. Test Results: are tabulated as follows: BUILDING PLANS exFOR R R�,V'IE�XI�� COM -' ��` -� Egg rash Title of Test-Test M ---- owed KEEP THIS Pi� Test Specimen#1: Gateway Performance Specimen U- 47 x 89 2.2.1.6.1 Operating Force lbs i=ti. 30 lbs max rve ' 2.1.2 Air Infiltration(A @ 1.57 psf{25 mp #f'- -- 0.3 cfin/fl max. Examiner signature Nate #1: The tested specimen me�ff`die Noe =!-C levels specified in AAMAINWWDA 101/1.9. 2-97 for air infiltration. 0141979.01 Page 4 of 6 Test Results: Par4gM Title of Test-Test Method Results Allowed Test Specimen#1: (Continued) Water Resistance(ASTM E 547-00) (with and without screen) WTP=2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 33.1 psf(positive) 0.77"* 0.26" max. @ 42.9 psf(negative) 0.89"* 0.26" max. *Exceeds L/175 for deflection, but meets all other requirements. 2.1.4.2 Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 49.7 psf(positive) 0.08" 0.18" max. @ 64.3 psf(negative) 0.12" 0.18" max. 2.2.1.6.2 Deglazing Test(ASTM E 987) In operating direction at 70 lbs Interior sash meeting rail 0.12"/25%0 0.50"/100% Interior sash bottom rail 0.12"/25% 0.50"/100% In remaining direction at 50 lbs Interior sash right stile 0.06"/12% 0.50"/100% Interior sash left stile 0.06"/12% 0.50"/100% Forced Entry Resistance(ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 thru AS No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 01-41979.01 Page 5 of 6 Test Results: Parasu'aph Title of Test-Test Method Results Allowed Test Specimen#1 (Continued) Optional Performance 4.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP=5.3 psf No leakage No leakage Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) 35.3 psf(positive) 0.81"* 0.26"max 47.2 psf(negative) 0.91"* 0.26"max *Exceeds L1175for deflection, but meets all other requirements. Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf(positive) 0.11" 0.18"max. @ 70.8 psf(negative) 0.14" 0.18"max Test Specimen #2: H-R30* 39 x 90 Optional Performance Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 33.3 psf(positive) 0.31"* 0.21" max. @ 34.7 psf(negative) 0.27"* 0.21"max. *Exceeds L/175for deflection, but meets all other requirements. Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 50.0 psf(positive) 0.02" 0.15"max. na,52.1 psf(negative) <0.01" 0.15" max. 01-41979.01 Page 6 of 6 Test Results: (Continued) Paog aph Title of Test-Test Method Results Allowed Test Specimen#3: H-R35* 39 x 90 Optional Performance Uniform Load Deflection(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 35.3 psf(positive) 0.38"* 0.21" max. @ 47.2 psf(negative) 0.27"* 0.21" max. *Exceeds L11 75for deflection, but meets all other test requirements. Uniform Load Structural(ASTM E 330-97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf(positive) 0.01" 0.15" max. @ 70.8 psf(negative) <0.01" 0.15" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING,INC Mark A.Hess Allen N. Reeves, P.E. Technician Director-Engineering Services .�G d aT•.C�-t �-�+o a-- MAH:baw �.� r,�.1. 11.; 01-41979.01 ,�. +•�.....• (�``��1 Y. C .� R jC'lAL �.��`� f Ak AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Ratin H-R45 53 x 73 Overall Design Pressure 45 sf Operating Force 23 lbs max. Air Infiltration 0.10 cfm/ft' Water Resistance 6.75 psf Structural Test Pressure +-67.5 psf_70.8 psf Deglazing Passed FForced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.06 for complete test speciix.en description and data. For ARCHITECTUPLAL. TESTING, INC. Marls A. Hess, Tectmician MAH:baw 4.4 %o. /e �/ A4/0 Z. I Ak Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.06 Test Date: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with VDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl(PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744/3740 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402-9405 phone:717.764.7700 - -- fax: 717.764.4129 f;F� V7, A4.1 www.archtest.com ,2, 2 M.o R c N 2 c6 i • 01-40351.06 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 0.330" high by 0.187' 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted corners fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed aluminum members with plastic keyed corners. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Description Quantit Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per'amb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottonz.:rail A1,44 ;,y 2 06 2 i 01-40351.06 Page 3 of 4 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 #2 Spruce-Pine-Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf(25 mph) 0.10 cfm/ft2 0.30 cfrn/ft2 max. Note #l: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 101/I.S. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP =2.86 psf See Note#2 No leakage Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) @ 22.5 psf(positive) 0.20" max. @ 22.5 psf(negative) See Note#2 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.50"/100% Right stile 0.03"/6% 0.507/1.00% ., . 41 f jvJ�pRcN Zoog i •` 01-40351.06 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP =6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 52 seconds) 45.0 psf(positive) 0.95* 0.29" max. 45.0 psf(negative) 0.79* 0.29" max. * Exceeds L/175 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) (Loads held for 10 seconds) @ 67.5 psf(positive) 0.14" 0.20" max. (a� 67.5 psf(negative) 0.16" 0.20" max. 4.4.2 @ 70.8 psf(negative) 0.19" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which_ may only be granted by the certification program administrator. For ARCHITECT URAL TESTING, 1NC: Mark A. Hess :=lhlen N. Reeves, P.E. Technician Director— Engineering Services N-IAI-I:baw I AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS,INC. SERIESIMODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Nail Fin Title of Test Results Rating H R45 52 x 72 Overall Desi Pressure 45 sf Operating Force 24 lb max. Air Infiltration 0.10 cfm/ Water Resistance 6.75 sf Structural Test Pressure +67.5 psf -70.8 sf Deglazing Passed Forced En Resistance Grade 10 Reference should be made to Report No. 01-40351.05 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Mark A. Hess,Technician MAH:baw .Z c MAR c�q Architectural Testing r NI-,VNNIV`1V13A 101(1.5,2.17 TEST R1 PORT' Rendered to MI HOME PRODUCTS,INC. P.O.Box 370 Gratz,Pennsylvania 17030-0370 Report No: 01-40351.05 Test Dates: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (1LTI) was contracted by W Home Products,Inc. to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Horne Products, Inc.'s test facility in Elizabethville, Pennsylvania.. The sample tested successfully met the performance requirements for a H-R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications forAluminum, Vinyl(PVC)and Wood Windows and Glass Doors. Test Specimen Description Series/Model: 740/744/3740 Type: Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' -5/8"high Active Sash Size: 4' 2-3/4"wide by 2' 11-5/8"high Fixed Daylight Opening Size: 4' 1-1/8"wide by 2'9"high Screen Size: 4' 1-7/8"wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402-9405 phone:717.764.7700 fax:717.764.4129 ZD MARCjl 2`a 2 www.archtestcorn 01-40351.05 "- Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Ouanti Location 0.330" high by 0.187' Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite,stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187' 1 Rowe- Active sash stiles backed polypile with center fin 0.150" high by 0.187' Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed comers fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll-formed aluminum members with plastic keyed comers. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware Description Quantit Location Plastic tilt latch 2 One each end of the interior Meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottom rail 2 a AIA Rctl zoo z 01-40351.05 Page 3 of 4 Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utilized Installation: The test specimen was installed into the #2 2 x 8 Spruce-Pine-Fir wood buck with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used as a sealant under the nail fin and around the exterior perimeter. Test Results: The results are tabulated as follows: Paragraph Title of Test-Test Method Results Allowed 2.2 .6.1 Operating Force 24 lbs 30 lbs max, Air Infiltration(ASTM E 283) @ 1.57 psf(25 mph) 0.10 cfin/ftZ 0.30 cfm/62 max Note #l: The tested specimen meets the performance levels specified in AAMA/NWWDA 10111 S. 2-9 7for air infiltration. �- Water Resistance(ASTM E 547-96) (with and without screen) WTP =6.75 psf No leakage No leakage 2.1.4. Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 52 seconds) @ 15.0 psf(positive) 0.86"* 0.29"max @ 15.0 psf(negative) 0.8111* 0.29"max Note: *Exceeds L/175 for deflection, but meets all other test requirements. 2. .4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 22.5 psf(positive) 0.01" 0.20"max. @ 22.5 psf(negative) <0.01" 0.20"max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.50"/100% ,-- Right stile 0.03"/6% 0.51311/100% �� MA14c/jl 2002_ 01-40351.05 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test--Test Method Results Allowed Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meting rail) (Loads were held for 52 seconds) @ 45.0 psf(positive) 0.9111* 0.29" max @ 45.0 psf(negative) 0.97'* 0.29" max *Exceeds L/175 for deflection, but meets all other test requirements. Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads held for 10 seconds) @ 67.5 psf(positive) 0.14" 0.20" max. @ 67.5 psf(negative) 0.19" 0.20" max, @ 70.8 psf(negative) 0.20" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product., which may only be granted by the certification program administrator. For ARCHITECTURAL.TESTING,INC: Mark A. Hess Allen N. Reeves, P.E. Technician Director-Engineering Service. .ZorsA•4cN Z6� MAH:baw 2- 01-40351.05 1. Shim as required at each installation anchor as shown, with load bearing shim. ttt 2. Anchor must be of sufficient length to provide 1 1/4" min. embedment Concrete or Masonry Opening Topcan into masonry or concrete. 3. Caulk between window flange and buck. ° e 4. Caulk full perimeter of window. c p Caulk Between suck 5. If exact window size is not given, use anchor quantity for a Q and Masonry Opening next larger window in chart. a By Others 6. Glass thickness will vary with window size and design load, and must comfy o ° with ASTM E1300. lUJ5�L1U`L17i2�L1111L ;j F,= q ° Wood Buck by Others 7. Letter designations on the tapcon location chart indicate where ° a anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for tapcon" should be filled with L a #8 screws of sufficient Ith. to provide 5/8e min. embedment Into wood buck. Perimeter Caulk, By Others Y TAPCON* LOCATION CHART 'i Also between flange and buck V ,:,.r CODE WINDOW ID _FASTENER LOCATIONS �m Ealedar Concrete or Masonry Opening SIZE SIZE DP36 TO DP52 OP52.1 TO OP70.8 1#' MIN. Head Outside Dimension PENETRATION 12 18 1/8 x 25 A, C A, C T— Perimeter Caulk 13 18 1/8 x 37 3/e A, C A, C 14 18 1/8 x 49 5/8 A, C A, C N Caulk Between 15 18 1/8 x 62 A, C A. B, C Flange and Buck 16 18 1/8 x 71 1/4 A, C A. 8, C SUtDING PLANS EXAMIN`_'R G �. R VIEWED FOR a 1/2 32 25 1/2 x 25 A, C A, c 1/2 33 25 1/2 x 37 3/8 A. C A, C Flange 1g{elpE COMPLIANCE 1/2 34 '25 1/2 x 49 5/8 A, C A. 8, C Window-HeR�EP THIS PLAN ON 109 1/2 35 25 1/2 x 62 A, 8, C A. 8, C a v 1/2 36 25 1/2 x 71 1/4 A, 8, C A. B. C APR 17 2002 ° a m b a 22 36 x 25 A, C A, C 7r E Bu'di g&Zoni Jnspectiuu L. d d 23 36 x 37 3/8 A, C A, B. C 24 36 x 49 5/8 A, 8, C A, 8, C c 245 36 x 55 1/4 A. S. C A. 8, C v aminar gna r o a n'° 25 36 x 62 A, B, C A, B, C w not No, ^t� a 26 36 x 71 1/4 A, 8, C A. B, C, 0 o Glass as Required / a N\ 01 �EJCK 32 52 1/8 x 25 A, C A, C {�"t�•SHIM 33 52 1/8 x 37 3/8 A, C A, B, C d ° a 34 52. 1/8 x 49 5/8 A, 8, C A. 8, C 345 52 1/8 x 55 1/4 A, 8, C A, 8, C, 0 35 52 1/8 x 62 A, 8, C A. 8, C. 0 Topcon 36 52' 1/8 x 71 1/4 A, 8, C, 0 A, 8, C, 0, E Flangs Type —Inside Dimension Wood Buck By Others Window Frame Sill Caulk Between Buck and Opening *"TAPCON' TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON, RAWL, k SIMPSON Perimeter Caulk Sill By Others Design Pressure values listed above are in PSF Q Stool By Others A A v ' E E ...../III ew auw4 an CA. Pre—Cast Sill / a Q D B 8' l`�.:'F ti 1�! S.W. 1/15/02 _/ INSTALLATION INSTRUCTIONS By Others D � , ' '�,•'F onuaz DAM' & FASTENER SCHEDULE {SIA 1£ span _. Caulk Between Ftdnge and Prs—Gael Sill C C �, o�pq o a< 1 NONE i t__ -- --_--. .._.. �/7___44_._SiNGLE_._H_UNG.- CE�7 ' INsT�4o - EXTERIOR--E7�Tf�N �k�� MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717) 365-3300 s `••r Gratz, PA 17030-0370 (717) 362-7025 Fax 740/744 SINGLE HUNGRICTURE WINDOW MULLION INSTRUCTIONS WITH DESIGN LOAD CAPACITIES (ON BACK) • V43 Vertical/Nail Fin • H43 Horizontal/Nail Fin • V83 Vertical/Flange • H83 Horizontal/Flange • Self-Stacking Sill - Fin • V83 Used 'Horizontally - Flange STRUCTURAL VERTICAL MULLION #M - 1948 — Nail fin type — 7 Foot NOTE: THIS MULLION IS FOR 7' TALL UNITS (AND 6' TALL UNITS WHEN HIGHER DP's ARE REQUIRED) Step 1. Strip fins from windows where mulls are to be used. Step 2. Apply a bead of caulk in the mull to seal against window jambs. (7L401 3740 S 1 p Step 3. Place windows and mullions together as shown below. Step 4. The single hung jamb has an exterior track (screen"area — bottom half of window) and an interior track (operating sash — upper half of window). In these areas only, drill 1/8 pilot holes through the jambs into the mullion, then re—drill the jambs only with 3/16" clearance holes. Holes should be spaced evenly not to exceed 187. Step 5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not Included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 6. The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3 long black plastic flashing clip which clips on the top edge of the nail fin Is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #12 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH ALUMINUM DRIP CAP. THIS IS AVAILABLE AS AN OPTION; SPECIFY "SECT5769" AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV438. I-- 1 1/4" --I Caulk full length (2 places) # S x 3/4" sheet metal screws _ _ 3/16" Clearance Holes Q- o MULL Exterlor - M-1948 « f1 rn *� c o (reference) r Or a; > > �/� CLEARANCE HgLES`;(JAMBS)` + �8 DRIVE HOLES (MULLION) - /X1A �F/iced NOTE: DESIGN PRESSURE CAPACITY OF THIS INSTALI.ATION METHOD WILL VARY IN EACH SPECIFIC APPLICATION, DUE TO SPAN, U.L Home Products / BetterBilt - "- ' ' SPACING, & LOAD. ADDIMOK ANCHORS MAY BE REQUIRED. NOTE: This is NoT an original(stamped) document. Please refer to Section "45014551650/850 Mull Instr&DP Charts" for the original. "1 MI HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 & CM-65051 COMPARATIVE CHART IN UNIFORM PRESSURE-PSF WDW.WTH.> MULL SPAN 24.000 30.000 36.000 37.000 42.000 48.000 V 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION(DIE NO.:H83,M-1948&CM-65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW IN A SINGLE OPENING,NOT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING.CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING,PROVIDED WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax=L/175 INSTALLATION OF MULLION:MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THE ST�Si1CTURE.SEE MANUFACTURER MULLION INSTALLATION DETAILS. K�r��a r`rib y;vJrc�. PREPARED BY: PRODUCT TECHNOLOGY CORP. ��\ygy '�. 1150 LOUISIANA AVE. ON)3-a SUITE 6 �i �l? til :� I�j.. , ��y•+�CA030053 WINTER PARK FLORIDA 32789 \0 �' �� 12- b-03 PHONE 407 622-6334 FAX 407 622-6335 `� `�' 03 0217 . _-&� . 5, I f ~1 STRUCTURAL VERTICAL MULL # SECT 5765 for 7' Tall Flange Units NOTE: THIS MULLION IS FOR 7' TALL UNITS (AND 6' TALL UNITS WHEN HIGHER DP's ARE REQUIRED) Step 1. Caulk inside mull as shown to seal frame jambs. 740 /3740 SH Step 2. Place windows and mullions together as shown below. Zj Step 3. Using the pre—punched installation holes in window jambs as a drill guide, drill 1/B" holes into mullions. Step 4. Attach windows to mullion using # 8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Use four screws per jamb with 18" maximum spacing. Step 5. Caulk any voids to prevent any leakage. Step 6. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #12 x 1 1/2" screws for structural integrity. '125 3/16" Clearance Holes # 8 X 3/4 sheet metal screws -Y Caulk under Fin (2 places) (Field Drilled) 0 Exterior c C a rn 0 7d C sz� tj i 1�8 DRIVE HOLES (DRILLED) _ PRE—PUNCHED JAMBI HO~ S SECT5765 J = �_, ro f lam.% •r� (H83 USED VERTICALLY) ji i - m --- - NOTE: --- -- --� -- DESIGN PRESSURE CAPACITY OF THIS INSTALLATION METHOD M 1.125 ____�+ WILL VARY IN EACH SPECIFIC APPLICATION, DUE TO SPAN, M.I. Home Products BetterBilt SPACING, k LOAD. ADDITIONAL ANCHORS MAY BE REWIRED. NOTE: This is NOT an original(stamped) document. Please refer to Section "450/455/650/850 Mull Instr&DP Charts" for the original. M! HOME PRODUCTS VERTICAL MULLION UNIFORM LOAD CAPACITIES FOR ALUMINUM MULLION, PART H83 (SECT 5765), M-1948 &CM-65051 COMPARATIVE CHART IN UNIFORM PRESSURE- PSF WOW.WTH.> MULL SPAN 24.000 30.000 36.000 37.000 42.000 48.000 V 72.000 164 138 121 119 110 102 84.000 103 86 75 73 67 62 90.000 83 69 60 59 53 49 CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION(DIE NO.:H83,M-1948&CM-65051) READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTH DIMENSIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOW 1N A SINGLE OPENING,NOT THE OVERALL WINDOW OPENING WIDTH. UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLE OPENING.CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING,PROVIDED WINDOW WIDTH AND MULLION SPAN ARE NOT EXCEEDED. Dmax=L/175 INSTALLATION OF MULLION:MULLION MUST BE ANCHORED TO SUBSTRATE AT EACH END. CONNECTION MUST BE DESIGNED TO ADEQUATELY TRANSFER LOAD TO THE STRUCTURE.SEE MANUFACTURER MULLION INSTALLATION DETAILS. rXAM11N ^ BUILDING PI-ANS PREPARED BY: f�J �� "� PRODUCT TECHNOLOGY CORP. (-)p ;;? T -' 1150 LOUISIANA AVE_ SUITE 6 WINTER PARK,FLORIDA 32789 PUILDING F'LANt Cx rn`. < C -Feb-03 �ylly i:,M, ,_ 12-Feb-03 PHONE 407 622-63341 FAX 407 622-6335 ;'`1.3(;.i.,TC' 03 0217 CODL4., - JuZ .KEEP TVIIS �U, Boding&Zoning UIS i2CiiUs1 --^` Jnature -Frammer Si> __ License :F� `i fZCC3 "STRUCTURAL" VERTICAL MULLION • Nall fin type Series V43 yp NOTE: If adding a transom, roundhead, etc., saw 1/4" off the top of the mull before joining units and refer to horizontal mull instruction sheet #MULLH43A. Step 1. Strip fins from windows where mulls are to be used. Step 2. Apply a bead of caulk in the mull to seal against window jambs. C7740/744 . Step 3. Place windows and mullions together as shown below. Step 4. The single hung jamb has an exterior track (screen area — bottom half of window) and an interior track (operating sash — upper half of window). In these areas only, drill 1/8" pilot holes through the jambs into the mullion, then re—drill the jambs only with 3/16" clearance holes. Holes should be spaced evenly on approximately 12" to 16" centers. Step 5. Attach windows to mullion using #8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 6. The gap between window jambs at the top must be flashed and caulked and preferably be covered by construction / overhang to prevent water leakage. A 3' long black plastic flashing clip which clips on the top edge of the nail fin is provided to help close this gap. Use ample sealant under and on the edges of this clip. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. NOTE: FACTORY TWINNED UNITS ARE FURNISHED WITH A FULL LENGTH DRIP CAP. THIS IS AVAILABLE AS AN OPTION — SPECIFY "SECT5769" AND LENGTH SHOWN ON INSTRUCTION SHEET # MULLV43B. CAUTION, This mullion Is one Inch wider than the 3/16 F Clearance Holes (Field Drilled) Series 543 mull which took up 1/4' between units, ADJUST THE WIDTH OF ROUGH OPENINGS AND STACK-ON SERIES No. 05X WINDOWS ACCORDINGLY 0 # 8 x 3/4" sheet metal screws 1 1/4 - Caulk full length (2 places) Exterior \ � Sect5766 i J Q (reference) �} 71 afil J ....::...................................................... NOTE: SEE REVERSE SIDE FOR 1/8" DRIVE HOLES (MULLION) 4's CLEARANCE HOLES (JAMBS) FASTENING REQUIREMENTS. STRUCTURAL �ORIZONTAL MULLI N a N ii f n� � �� eSH43o a � type NOTE: If you are stacking a single unit over another single unit, such as a roundhead over a single hung, NO HORIZONTAL MULL IS REQUIRED, IMPORTANT 1 Before you begin, 1/4" must be sawed off the top end of the V43 vertical mullion before the lower windows are twinned. Follow all steps on V43 vertical mull instruction sheet #MULLV43A first. Continuous head & sill units do not require this. FF Note: • Overall length of mull is to be the some as the overall frame to frame dimension of the mulled units below, including the vertical mull. EXAMPLE: For twin 3'-0", mull length will be 35 1/4" window + 1 114" mull + 35 1/4" window = 71 3/4". Step 1. Strip fins from head of windows to be mounted below transom. Step 2. Apply a full length bead of caulk in the groove on the bottom side of the mull. Step 3. Place windows and mulls together as shown below. Note: This mullion can be installed with the hollow portion facing inside (shown) or outside, depending on the construction or personal preference. Care must be taken not to disturb the caulk line. Step 4. With a 1/8„ drill bit, pre—drill down through the sill of the transom top window) into the mull. Fasten with #8 x 3/4” sheet metal screws (not included). Step 5. Again with the 1/8" drill, drill up through the heads of the lower units into the mull. Re—drill heads of lower unit with 3/16" drill and fasten with ##8 x 3/4" sheet metal screws. Step 6. The vertical mull "telescopes" 3/8" into the underside of the horizontal mull to lock it in place structurally. To fasten, drill a 1/8" hole, centered on the "V" groove, through the horizontal mull and vertical mull. Re—drill the horizontal mull only with 3/16" bit and fasten with screw. For best appearance, countersink and use a flathead screw. Step 7. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tabs pointing up and down. Fasten each clip tab to construction with two #10 X 1 1/2" screws for structural integrity. Exterior PRE—PUNCHED HOLES IN SILL /e" DRIVE HOLES (DRILLED) ?4 0/7 4 4 _ SAW /4a,OFF .............. ..................:;...... ..... ° ............................................... ::;;•;. VERTICAL MULL 3A BEFORE TWINNING Sect5767 (reference) CAULK :::::: ......:....:...:....::;.....•:;: ::::.: : M') FACE SCREW -e" CLEARANCE HOLES ° Y16" CLEARANCE' H!JLES. (DRILLED) (FIELD DRILLED) ' :3 V43 Vertical Mull IN SINGLE HUNG HEADS ••. NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. Series V83 "STRUCTURAL" VERTICAL MULLION ® Florida Flange; Step 1. Caulk inside mull as shown to seal frame jambs. .(740/7 4 4 Step Z. Place windows and mullions together as shown below. Step 3. Using the pre—punched installation holes in window jambs as a drill guide, drill 1/8" holes into mullions. Stop 4. Attach windows to mullion using # 8 x 3/4 sheet metal screws (not included) through drilled holes as shown below. To avoid jamb distortion, do not overtighten screws. Step 5. Caulk any voids to prevent any leakage. Stop 6. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. 3/16" Clearance Holes. (Field Drilled) Note: Each mull adds 1/8". Exterior .125 0 Caulk (2 places) # 8 X 3/4" sheet metal screws SECT5764 03 JII FASTENING RE S1.D EM.EIVT.S: I � �� 1.125 I PRE—PUNCHED JAMB HOLES NOTE: SEE REVERSE SiE?E FOR V8 DRIVE HOLES (DRILLED) I--- —�( I Series H "STRUCTURAL" HORIZONTAL MULLION - Florida Flange NOTES: If you are stacking a single unit over another single unit, such as a roundhead over a single hung, the Series V83 Mull Kit (which is the vertical mull normally used to twin units) is sufficient and can be used horizontally. Specify length when ordering. Overall length of horizontal mull is to be the same length as the overall flange to flange width of the mulled units below, including the vertical mull. EXAMPLE: For twin "Two Wide", Mull will be 37" + 1/8" + 37" = 74 1/8" Step 1. On lower units, follow twinning instructions shown on sheet # MULLV83A. Step 2. Position horizontal mull on top of twinned units as shown below. With 1/8" drill, drill up through pre—punched holes in the single hung heads into the mull. Before attaching with #8 x 3/4""screws (not included), run a full length bead of caulk in area shown. Step 3. Position top unit on top of mull and drill 1/8 holes, in position shown, on same centers as lower unit. With 3/16" drill, re—drill holes in sill only and fasten with screws. Step 4. For fastening the vertical mull to the horizontal mull, "face screws" can be added to the 1/2" tab on the vertical mull. Use 1/8" drill bit as described above. For best appearance, countersink the holes and use flathead screws. Step 5. Before lifting into rough opening, Drill two holes in each clip and insert into each end of mull as shown below with tabs pointing to up and down. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. 9/16» „ 744/744 -s CLEARANCE HOLES IN SILL Exterior (DRILLED) 1/a" DRIVE HOLES (DRILLED) i 0 8 Sect5765 Ell CAULK (reference) o i �� / '• i r FACE SCREW � �� • As" DRIVE HOLES (DRILLED) Series V83 � p0 VERTICAL MULL PRE—PUNCHED HOLES / 3/16" Clearance Holes J o IN SINGLE HUNG HEADS (Field Drilled) J D NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. Series V HORIZONTAL MULLION for SINGLE UNITS - Florida Flange (16§5j & (740/744 NOTE: LENGTHS FOR STANDARD WIDTH UNITS ARE 191/s", 261/2", 37", AND 531/8". Step 1. Position horizontal mull on top of lower unit as shown below. With 1/8" drill, drill up through pre—punched holes in the single hung heads into the mull. Before attaching with #8 x 3/4" screws (not included), run a full length bead of caulk in area shown. Stop Z. Position top unit on top of mull and drill 1/8 holes, in position shown, on same centers as lower unit. With 3/16" drill, re—drill holes in sill only and fasten with screws. Stop 3. Before lifting into rough opening, Drill two holes in each clip #SECT5795 and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. 9/16 3/16" CLEARANCE HOLES IN SILL. Exterior (DRILLED) %6" DRIVE HOLES (DRILLED) 1�8" CAULK Sect5764 1/6" DRIVE HOLES , (DRILLED) 3/16" Clecrance•Holes ; 0 (Field Drilled) PRE—PUNCHED HOLES ;m IN SINGLE HUNG HEADS �— Sect5795 (Ref.) 100 ;00 . J J M.I. HOME PRODUCTS NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS. 0011, • S(:-_ ..jam -'t,.r 4 � } a ?�� aA�, � . fit•• a`ula 'yk"!;•`•1':::,'}'. ',Y'.:it •. ti,M.�tY,e.,� qw., uta ati Buck Requirements • Bucks must be attached to transfer the load to the substrate. • Bucks: must extend inward beyond the interior lip of the .window providing full support. Continued . . Tapered bucks shall extend beyond,the interior- face of the window and door frame such that full support ofthe frame isprovided. Shims shall -be made of materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from the window or door :. frame assembly to the secured wood buck. Sec. 1707.4.4.2 i Ml HOME PRODUCTS FLANGE HORIZONTAL MULLION DESIGN LOAD CAPACITIES FOR ALUMINUM V83 TUBE MULLION (SECTION NO.5764) WHEN USED FOR MULLING TRANSOM OVER A SINGLE WINDOW WDW.WTH.> 24.000 30.000 36.000 37.000 42.000 48.000 53.125 WDW.HGT. 36.000 1086.2 556.1 321.8 296.6 205.1 133.4 91.1 42.000 1086.2 556.1 321.8 296.4 202.7 129.8 87.9 48.000 1086.2 556.1 321.8 296.4 202.7 128.6 86.2 50.625 1086.2 556.1 321.8 296.4 202.7 128.6 85.8 60.000 1086.2 556.1 321.8 296.4 202.7 128.6 85.7 63.000 1086.2 556.1 321.8 296.4 202.7 128.6 85.7 72.000 1086.2 556.1 321.8 296.4 202.7 128.6 85.7 NOTES- • CHART APPUES ONLY TO EXTRUDED ALUMINUM TUBE MULLION(SECTION NUMBER5764)USED HORIZONTALLY OVER A SINGLE WINDOW. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF WINDOW WIDTH. • WINDOW HEIGHTS SHOWN ON"r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW TRANSOM AND DO NOT INCLUDE TRAMSOM HEIGHT. • READ.WINDOW WIDTH AND WINDOW HEIGHT IN INCHES. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. •MULUON MUST BE ANCHORED TO SUBSTRATE WITH TWO 3116 IN.DIATAPCON TYPE CONCRETE SCREW ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/41N.MIN.EMBEDMENT INTO MASONRY OR CONCRETE. PREPARED BY: BUILDING PLANS EXAMINER PRODUCT 8 APPUCA77ON ENGINEERING,INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY CODE COMPLIANCE SUITE 250 KEEP THIS PLAN ON JOP, CA020088 HEATHROW,FLORIDA 32746 30.1an-2002 PHONE 407 8054365/FAX 407 805.0366 APR 17 2002 02-0125 Buildi & o n S Inspeciwn �i�=Ja�:�-FL��.tgr '`: Examiner S gna ure •.1!r Ic��. �� . 4": License No. " „ `"' : �`• c i yTATE ;;F _ 6•, tcF1� 4 M► HOME PRODUCTS FIN DESIGN LOAD CAPACITIES STACKING FOR STACKING SILL IN FIN FRAME APPLICATIONS SILL WHEN USED FOR MULLING TRANSOM 'WDW.WTH.> 24.000 30.000 36.000 37.000 42.000 48.000 53.125 WDW.HGT. 36.000 396.0 202.8 117.3 108.1 74.8 48.2 33.0 42.000 396.0 202.8 117.3 108.1 73.9 46.9 31.8 48.000 396.0 202.8 117.3 108.1 73.9 46.5 31.2 50.625 396.0 202.8 117.3 108.1 73.9 46.5 31.0 60.000 396.0 202.8 117.3 108.1 73.9 46.5 31.0 63.000 396.0 202.8 117.3 108.1 73.9 46.5 31.0 72.000 396.0 202.8 117.3 108.1 73.9 46.5 31.0 NOTES: ' CHART APPLIES ONLY TO EXTRUDED ALUMINUM STACKING SILL(SECTION NUMBERS 5650 AND CM 16545)USED HORIZONTALLY OVER A SINGLE WINDOW. ' CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF WINDOW WIDTH. ' WINDOW HEIGHTS SHOWN ON"Y"AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW TRANSOM AND DO NOT INCLUDE TRAMSOM HEIGHT. ' READ WINDOW WIDTH AND WINDOW HEIGHT IN INCHES. ' DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. '#8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8 IN.MIN.EMBEDMENT MUST BE PLACED THROUGH EACH JAMB OF BOTTOM WINDOW AT MAX 6 INCHES FROM JAMB/HEAD CORNER. #8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8 IN.MIN.EMBEDMENT MUST BE PLACED THROUGH FRAME OF TRANSOM WINDOW AT MAX 6 IN.FROM STACKING SILL/JAMB CORNER. ' WHERE REQUIRED DESIGN PRESSURES EXCEED VALUES SHOWN ON THE ABOVE CHART,USE MULLION SERIES H43 (SECTION NUMBER 5767)HORIZONTALLY BETWEEN WINDOW AND TRANSOM. PREPARED BY: BUILDING PLANS EXAMINER PRODUCT&APPUCATION ENGINEERING.INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY LIAhTC ..-' SUITE 250 CODE COMPs CA020089 HEATHROW,FLORIDA 32746 KEEP THIS PLAN ON J $ ``��;. rl `{r�"'c`r�_ 31-Jan-2002 PHONE 407 805-0365/FAX 407 805-0366 s }f f �`^ +; 02-0125 APR 17 200x; " '�'� • �►: ; .� vt Ilk Building&Zoning s ction- r F411 0 ' �A 1.L �F�' a �% Examiner Si nat a _.. __. License-.No...._. y --- - Ml HOME PRODUCTS/BETTER-BILT H43 / H83 HORIZONTAL MULLION DESIGN LOAD CAPACITIES CA990163-A FOR EXTRUDED ALUMINUM TUBE MULLIONS H43(#5767 FIN)&H83(#6765 FLANGE) 07-Feb-2002 WHEN USED FOR MULLING A SINGLE TRANSOM 9M219 MULL SPANS 60.000 66.000 72.000 74.000 84.000 90.000 96.000 106.250 WDW.HGT.V 36.000 96.6 82.3 71.1 67.9 55.0 49.1 44.1 37.3 42.000 92.5 78.5 67.7 64.6 52.2 46.6 41.9 34.7 48.000 89.8 75.8 65.1 61.4 50.0 44.6 40.0 33.1 50.625 89.0 74.9 64.2 61.2 49.2 43.8 39.3 32.5 54.000 88.3 73.9 63.2 60.2 48.3 42.9 38.5 31.8 60.000 87.8 72.9 61.9 58.9 47.0 41.7 37.3 30.8 63.000 87.8 72.6 61.5 58.4 46.4 41.1 36.8 30.3 72.000 87.8 72.5 61.0 57.7 45.3 39.9 35.6 29.2 NOTES: • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLIONS(H43&H83)USED HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. • WINDOW HEIGHTS SHOWN ON'Y'AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. • READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. • DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON T HIS CHART DO NOT CONSIDER ANY STRENGTH WHICH MAY BE OBTAINED FROM FRAME MEMBERS OF WINDOWS BELOW THE MULLION. • Dmax=L/175 • MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION. • MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO#10 X 1-112 SCREWS IN WOOD OR TWO 3/16 IN DIA.X 1-112 RAWL TAPPERS OR APPROVED EQUAL IN MASONRY OR CONCRETE. PREPARED BY*.. BUILDING PLANS EXAMINFF, PRODUCT&APPLJCA77ON ENGINEERING,INC. REVIEWED Fp1VO� nR 250 INTERNATIONAL PARKWAY CODE COMPLI!-� SUITE 50 HEATHROW,FLORIDA 32746 KEEP THIS PLAN ON JOB HEATH PHONE 407 606-OM I FAX 407 805-0366 APR 17 2002 Building&Zonings diun div Examiner Iggnature License No. , ` •GZ�j�riZ M1 HOME PRODUCTS /BETTER-BILT V83 VERTICAL MULLION DESIGN LOAD CAPACITIES CA980512-A FOR ALUMINUM TUBE MULLION (DIE#5764; APROX. SIZE: 1 1/8" X 2 1/8" X 118") 05-Sep-2001 WHEN USED TO MULL FLANGE FRAME WINDOWS 98-0924 WDW.WTH.> 24.000 30.000 36.000 37.000 42.000 48.000 53.125 MULL SPAN V 36.000 240.0 218.2 213.3 213.3 213.3 213.3 213.3 42.000 192.0 171.4 160.0 160.0 157.4 157.4 157.4 48.000 160.0 139.1 128.0 126.3 121.5 120.0 120.0 50.625 150.0 129.7 117.1 115.7 111.6 107.9 107.9 54.000 137.1 118.5 106.7 105.5 100.0 96.0 95.0 60.000 103.0 87.9 78.5 77.3 72.4 68.7 66.8 63.000 87.9 74.7 66.4 65.4 61.0 57.5 55.6 72.000 57.2 48.2 42.4 41.6 38.5 35.8 34.1 NOTES: * CHART APPLIES ONLY TUBE MULLION#5764 WHEN USED TO VERTICAL MULL SERIES 586 PW AND/OR SERIES 770/774/780/784 SH WINDOWS. * READ WINDOW WIDTH AND MULL SPAN IN INCHES. * WINDOW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WIDTH OF THE OPENING. * DESIGN PRESSURE VALUES ARE NOT LIMITED TO TWO WINDOWS IN A SINGLE OPENING, AND APPLY WHERE ANY NUMBER OF MULLIONS ARE EMPLOYED IN A SINGLE OPENING. * DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. * Dmax=L/175 * MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING 1 WO #10 X 1-1/2 SCREWS IN WOOD OR TWO 3/16 IN DIAg611paQ ISL,& S OR APPROVED EQUAL IN MASONRY OR CONCRETE. REVIEWED FOR PREPARED BY: CODE COMPLIANCE PRODUCT&APPLICATION EIVG/NEER/NG,INC. KEEP THIS PLAN ON JOB 250 INTERNATIONAL PARKWAY SUITE 250 APR 17 2002 HEATHROW,FLORIDA 32746 Building&Zcnil nspection Div•1aX ,FL;.. ,1z" 541 PHONE 407 805-0365/FAX 407 805-0366 1 g71�ZI Examiner Signat re CF License No. _ " 0 MI HOME PRODUCTS/BETTER-BILT H43 I H83 HORIZONTAL MULLION DESIGN LOAD CAPACITIES CA990163-A FOR EXTRUDED ALUMINUM TUBE MULLIONS H43(#5767 FIN)&H83(#5766 FLANGE) 05-Sep-2001 WHEN USED FOR MULLING A SINGLE TRANSOM 99-0219 MULL SPAN> 60.000 66.000 72.000 74.000 84.000 90.000 96.000 106.250 WDW.HGT.V 36.000 96.6 82.3 71.1 67.9 55.0 49.1 44.1 37.3 42.000 92.5 78.5 67.7 64.6 52.2 46.6 41.9 34.7 48.000 89.8 75.8 65.1 61.4 50.0 44.6 40.0 33.1 50.625 89.0 74.9 64.2 61.2 49.2 43.8 39.3 32.5 54.000 88.3 73.9 63.2 60.2 48.3 42.9 38.5 31.8 60.000 87.8 72.9 61.9 58.9 47.0 41.7 37.3 30.8 63.000 87.8 72.6 61.5 58.4 46.4 41.1 36.8 30.3 72.000 87.8 72.5 61.0 57.7 45.3 39.9 35.6 29.2 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLIONS(H43 d H83)USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON'Y"AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE IN PSF. DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH WHICH MAY BE OBTAINED FROM FRAME MEMBERS OF WINDOWS BELOW THE MULLION. Dmax-0175 MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION. MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO#10 X 1-1/2 SCREWS IN WOOD OR TWO 3116 IN DIA.X 1-1/2 RAWL TAPPERS OR APPROVED EQUAL IN MAOSONRiLQ�C NER � PREPARED BY: RPtV'IIVCCTi�EWED FOR PROD"&APPUC4nON ENGINEENNG,1W- CODE 1COMPI,"NNCE 250 INTERNATIONAL PARKWAY surm250 KEEP THIS PLAN ON !Q HEATHROW,FLORIDA 32746 APR2002 PHONE 407 805.03651 FAX 407 BOS-03% 17 Building n ection uiu-13x., FL. Examiner Signature License No. ly i.`.. : tf0. 4 1 1 :: fi MI HOME PRODUCTS I BETTER-BILT V43 VERTICAL MULLION DESIGN LOAD CAPACITIES CA980582-A FOR ALUMINUM V43 TUBE MULLION (DIE#5766; APROX. SIZE: 1 518" X 2 VW X 118") 05-Sep-2001 WHEN USED TO MULL FIN FRAME WINDOWS 98-1012 WDW.WTH.> 24.000 30.000 36.000 37.000 42.000 48.000 53.125 MULL SPAN V 36.000 240.0 218.2 213.3 213.3 213.3 213.3 213.3 42.000 192.0 171.4 160.0 160.0 157.4 157.4 157.4 48.000 160.0 139.1 128.0 126.3 121.5 120.0 120.0 50.625 150.0 129.7 117.1 115.7 111.6 107.9 107.9 54.000 137.1 118.51 106.71 105.5 100.0 96.0 95.0 60.000 110.0 93.8 83.8 82.5 77.3 73.3 71.3 63.000 1 93.9 79.8 70.91 69.8 65.1 61.4 59.4 72.000 61.1 51.4 45.2 44.4 41.1 38:2 36.4 NOTES: • CHART APPLIES ONLY TUBE MULLION#5766 WHEN USED TO VERTICAL MULL SERIES 542/05X PW AND/OR SERIES 700/704/740/744 SH WINDOWS • READ WINDOW WIDTH AND MULL SPAN IN INCHES • WINDOW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WIDTH OF THE OPENING. • DESIGN PRESSURE VALUES ARE NOT LIMITED TO TWO WINDOWS IN A SINGLE OPENING, AND APPLY WHERE ANY NUMBER OF MULLIONS ARE EMPLOYED IN A SINGLE OPENING. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. • Dmax= U175 • MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO #10 X 1-1/2 SCREWS IN WOOD OR TWO 3/16 IN DIA.X 1-1/2 RAWL TAPPERS OR APPROVED EQUAL IN MASONRY OR CONCRETE. BUILDING PLANS EXAMINER REVIEWED FOR PREPARED BY' CODE COMPLIANCE PRODUCT&APPUCA TION ENGINEERING,INC. KEEP THIS PLAN ON 10B 250 INTERNATIONAL PARKWAY = ` til A/ISUITE 250 : HEATHROW,FLORIDA 32746 APR 17 2002 � ,, F►Cq ' !. PHONE 407 805-0365 I FAX 407 805-0366 Building&Z n4 iI}g,in on div lax., q 7 0. • I► i F •, • ' h4 1. Examl- n�er S�r� oft ature s� License N0. Lp ,�