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1109 E Linkside Dr (plans vault) E ' \1, c �s �� CITY OF ATLANTIC BEACH c: o. F. BUILDING / ZONING DEPARTMENT • . iggins '" 800 Seminole Road Atlantic Beach, Florida 32233 "/ 3! >'' (904) 247 -5800 (904) 2 oab.us 5 Fax www.coab.us &WI-CROW-In oab.us PLAN REVIEW COMMENTS or I t i-ou I P Permit Application # lJ Q_ m, 1-45 Property Address: 1 1 D" I 1 C DUN Applicant: at 11 a 1/ ( ) Paw &roto Project: k.wnn 0 cid -h Qny- This permit application has been: Approved Reviewed and the following items need attention: vc S t Please re- submit your application when these items have been completed. Reviewed By: v Date: 2 C Zq'/ U Date Contractor Notified: r ' CITY OF ATLANTIC BEACH �r } 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 06- 00032143 Date 2/14/06 Property Address 1109 E LINKSIDE CT Tenant nbr, name ADD TWO ROOMS TO HOME Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 43800 Owner Contractor MARCUM, JEFFREY ALLIANCE BUILDERS GROUP 543 PELICAN KEY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 234 -1179 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 250.00 Plan Check Fee . . 125.00 Issue Date . . . Valuation . . . . 43800 Expiration Date . 8/14/06 Fee summary Charged Paid Credited Due Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total 125.00 125.00 .00 .00 Grand Total 375.00 375.00 .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 *** CUSTOMER RECEIPT *** Doer: BORDERS Tvoe: OC Drawer. 1 Date: 2/14/06 @@ Receipt no: 33076 Description Quantity Amount 2006 32143 BP BUILDING PERMITS 1.00 4375.00 Tender detail CC CREDIT CARD $375,00 Total tendered 4375.00 Total oavment 4375.00 Trans date: 2/14/06 Time: 16:4 CITY OF ATLANTIC BEACH � cam: • " BUILDING / ZONING DEPARTMENT i.-. � ; D. Ford j ' "1 800 Seminole Road �L. Hi gins Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0(0- 59 I4 Property Address: " -1 ' , � Y\ K�� C-,-b Applicant: a I 1 i a 14 C6 &Ai G o p - V 01 A54. ► r7 Project: a i , T 1) 6 This permit lication has been: Approved ED Reviewed and the following items need attention: Please re- submit your pplicatio hen these items have been completed. Reviewed By: Date: 3 O � v .& Date Contractor Notified: t vas - ,:,.. .:,_ -_„,--„..i - • 1 �1 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ‘C C/ (Alterations & Additions) _:.--.=, Date: r., j �••- G Job Address: / /0 � � �" AikS e/ En. / 9-7647it . I3c , 1 / 3.2.2 33 ; Owner of Property:: ,' E'F t • �t/Czl/9 I.IIeCCr? Address: / /09 ZiN fide Cr: . 47 St& Telephone: 16.E 5 V 5V 1/ Legal Description: Block Number: 4A / /Y` ,C Lot Number: /9 Zoning District: _ Contractor:4/ /,f A'l &ale/a 'c'€P State License Number: CSC /SrS Contractor Address: ] ,�.3 / Z Ctht/ y � / 9 --/ri ok-i i 1 312 33 Telephone: t ) J.31 ii 75 Fax: ( Y . 9..2 /s,v Describe proposed use and work to be done: ail izi U eck.ipm a74) Present use of land or building(s): S'tev'e Valuation of proposed construction: ' ' &a1^ 0 . Dimensions of the added space: Y/ 3 _c ' feet x feet Will this project involve: S Heating & Air- ❑ Plumbing X 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% ar more , �o s1 r ..RM, ;f1,k;; q ,-,s or the removal of any trees? 71,NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. El YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. A NO. Applicant certifies that no trees will be removed for this project. YES. 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.atlantic- 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. I. 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 and contact information of person to receive all correspondence regarding this application (please print). Name: / C A / 4 HO(,/ / z is V Mailing Address: 5 f L; ►'� k 6 7 4-71, 4 c f 3 2 23 3 Telephoner.- ( J 2. 3 '/ - // ? 3 FaxeC y J 7 3 9 -21 a'J E -Mail: I hereby certify that I1 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 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: Date: AS TO OWNER: 51 e Sworn to and subscribed before me this ) day of JC. 4 Ak j , 20 € . State of Florida, County of Duval Notary's Signature: o �Pa� p `'e e Dawn R. Storey Commission # DD460379] Personally known j Expires September 4, 2009 ❑❑ Produced identification p, Scroide Troy Fan - ■wranao ino e00•3116401a Type of identification produced - A ' 1 0 2 • ��? oc r. Date: Signature of Contracto AS TO CONTRACTOR: 1 Sworn to and subscribed before me this day of , 20 b . State of Florida, County of Duval / � �,� Ibi Notary's Si t, .tore• L �� /�v dP .F;1iL.'ETTY M O MMISS:ON 5 DD 251296 El Personally known ? eetember 18.2007 j" ,produced identification ` " ' ^ Publ c Underwriters C—� (� Type of identification produced c- r �S 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 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 COMMENCEMENT State of Fl I (k.' Tax Folio No. County of 1 9 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 COMMENCEMENT. Legal description of property being improved: Zm I" /g side Lc� j 7 - #9 C R c- oeeted in oiIcN,k 4Y /i1Aj 23 5' 2 3A Address of property being improved: /10_9' L /Z s f e t e C othe Le-W,57— 47`L/hcfr It 13C N, .-1, 3c+2.2 V General description of improvements: etdee; vi '74 y <; p M Reed: /5 etS Owner: ` 7"k o c / ,T /9/1/ ✓ 4 / i /w4/? C.'Gt M Address: Hoy LiN k'. ,' d E' (vi/./El-7- Ci41 J37Y s'4a/J)'C /3(14.E/ 3 - 33 Owner's interest in site of the improvement: iv Fee Simple Titleholder (if other than owner Name: ,.7e /al ;7 /YI �yj Address: // 0 L- //v —S i r 67-7 ens -- .c� ontractor. // ,9---c/(6= 43-et )lel/�P,'� � jccfa 2N c � � ' Address: si3 P Z-it,7// KC/, i47`Lo9iv?i( in/ 3..2-2 s3 Phone.No: et >/ 23 )/- At 79 Fax No: Cye y 739 02 72'2? Surety (if any): Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: A . '. :cress: P <?ne No: Fax No: Nam ;::of person within the State of Florida, other than himself, designated by owner upon ` m notices or other doca :vents 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 ofNotice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): 0 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: t_ z. . *ate: Before me this + day of IN A in the County aY P of Duval, State of Flori i . . pens • :: 1 _ :,. - i� ?. o "P `'ee, Dawn R. Storey ' • r �, � � ' ` . Commission # DD460379 Notary Public at Large, State o -- . witty of Duval. ' 0 Expires September4, 2009 My comm ission expires: tx 0ondod Troy FnM • mwuanca Inc 800485.7o19 Personalty Known: � ---"" or Produced Identification: — — — . M., / 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 and contact information of person to receive all correspondence regarding this application (please print). Name: k' Eat; y / HOI 14K 0V Mailin g Address: .5-9 3 P Li 1 A A/ k`� y 4- T L, 4 ci4 P f 3 2233 r Telephon .9O () 2.3y- / / 73 Fax0C V) 735 -2 7 cj'GP 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 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 goveming 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. /A_ Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of 6,lick V I\Ity , 20 Q State of Florida, County of Duval 1 Notary's Signature: p4P1Y pUee Dawn R. Storey Commission # DD460379 L J Personally known u' 6' Expires September 4, 2009 Produced identification �. of n ," WIWI Troy qm - rrfwonoo int 60036640110 Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this g, IfY day of feAb , 20 6 . State of Florida, County of Duval ' / __ _ _ Notary's Si u . ture• L �``/' Type of identification produced ( , ,aoa?Y.! & MAPTI L. PETTY " my , CO MMISSION # DD 251296 El Personally known � F x P a September 18 zoos . ,.� produced identification (� ''f OF l h r. -' B hloiary c (—" S �/ = -- �� 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 7 ' 7 , I I I , 8 .., 1 r 1 I 1 5 (Open II i tiN CA li A 1 \- , 0 ..... ( . ) \ 7:5" m. p c 11111 i ...MOO ,9 3 -.- 1 1 ■ in " ■ 1 . 1 . 1 I i '':/ 1 1 1 1 •4■1 ' I iT. 5 1 ; /. 1 I 44 ts 1 0 .8 \ I .s. 1 7 & , gel ed -. 1 Er mg ^2 M.31 ) 415° 2-5. / / .£ / 13 __ I , ' 9' I '9. 5,- 4 trl 1 I q ch I / I I / , 1 / I I / . ; / ■ L m ■ 6' r ! 5•-6• .1. 12' r I I I A .5 ----4 " 47 1 1 '■'s ■ , 4i i 4 ' ,,, -,•.- 3 ,0 31 --- \ , .. , I 1 10-7 I I I a I , ''',1 , ■ ,--, ../, ' \ ' 0.22....,Aoms• i [ i 1 :, - '---, , !, 1. 1 I ssi ..- , r. --, ' i i ' ,f■ . ,, ---, ,-... , . kr . . ' '7' CITY OF ATLANTIC BEACH cc: s`" BUILDING / ZONING DEPARTMENT D. Ford \1� ",) 800 Seminole Road / Atlantic Beach, Florida 32233 , , - - --- / (904) 247 -5800 (904) 247 -5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0(9 c.W 143 f 3 Property Address: I' V q u vi v al et. • t . a- D----1-- Applicant: GIt i (1Vt€ ftui Id&f� &rhu v al a5-. ►i Q Project: ad ,CL - Rob how, U This permit application has been: L' of Approved \I\ I' / Revie ed ? nd : ' followin , ' ems ne • : attend ■ i : 1 ) A L A l l C. ° t r-l4- t, I 17 wt. e Vt Ke G n p l ao 2v ` -fie. l) T -LOT G s S A Please re- submit your application when these items have been completed. Reviewed By: Date: —q-lifitV 2 1 1 9 (0 c /7 . Date Contractor Notified: NOTICE OF COMMENCEMENT State of �> Tax Folio No. County of 1.111�� -- 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 COMMENCEMENT. Legal description of property being improved: Zo 7" /.1 St- Vi4 side , Gcdr "/ T X ec -oxV , n 4o,.. 4 /'' i 2 3 x 2 ?'.‹) Address ofproperty being improved: /sc/ L /,vt tid C.v< E 57- 4 /L /3[ H, �/ 3223) General description of improvements: c'ptt'c i et { • 7"Cu f £-o tv7 OW) g-{ Owner: ,_ 1 c FteE / . .44yc4 IQAJ / c /�0,9R C ei M Address: / LiAjAti d€ f c =tiler TI9 . 4- /3CN, Ff 322 32 Owner's interest in site of the improvement: at-'4/c.. Fee Simple Titleholder other than owner): Name: ,.- �t /i t /1,fi eCter/ Address: 1/ Ocj c itv,t% S t Z' G e7 Contractor: J /ii "9 e.:3-et.,; cY ',:'�i r-.-E}ee" .Z-v �— Address: ,$'y P&L; Cti N KC j' 47 419-A 7i'f l F/ g 3 Phone No: 23 / - /1 7i Fax No: Cyr `/1 739 02 ley Surety (if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: A. _press: P` cxie No: Fax No: Nam • of person within the State of Florida, other than himself, designated by owner upon •r :;m notices or other doc +i:oents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b); Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date ofNotice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: t-- '' sate: Before me this 1 day of Of + in the County of Duval, State of Flori pens + = 3tg ; i.m • RY J' o�P '6 Dawn R. Storey . Commission # DD460379 Notary Public at Large, State o • • •ty of Duval. '"4 ,Q OM' Expires September 4, 2009 My commission expires: T 6. Or pw Bonded Troy Penn • tn•uranCO Inc 800785 - 7019 or Personally Known: Produced Identification: MAP SHOWING BOUNDARY SURVEY OF LOT 19, SELVA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEFFREY J. AND ANGIE MARCUM EQUIFIRST CORPORATION STEWART TITLE OF JACKSONVILLE, INC. WATSON & OSBORNE TITLE SERVICES, INC. At C_ LINKSIDE COURT EAST FOUND 1/2" IRON PIPE (CUL - - SAC) 10x10 JACKSONVILLE ELECTRIC STAMPED "MILLER 3048" AUTHORITY EASEMENT N 71' '53 4? Nr$ 39.52' (CHOR D) A o MEASURED LOT 20 i., djr. • • 00 PLAT , do • 'f 4 0 `. 4 FOUND 1/2" IRON PIPE STAMPED "DURDEN 1048" � `� • �•.- • • 7 5 JACKSONVILLE C EASEMENT ELECTRIC Al• U io 0 v. 4:::''.' "'".% v W 0.4' % \ CC rte �.0. 1 p •- • s - ,� e ms,. . /� 13.0' • , 0.1' ell N , . '''-' "';filtr.* '' , - % p C '•�i C l F t iv ii 1 u't' N J,. p �, k , : ' LOT 18 4 + . �\ 'tip ,s'e lit I \ W L .0 ff _ N 4F 4,l Q r a. ___>. City of Atlantic =%r.1 9 Planning and Zoning De$ r e nt • ' +\ N 9 e A This approval verifies compliance witt1 ,pp1teebie sq /• zoning, subdivision and other loci1 land ¢ development regulations, but does not con&litute 4' approval for the issuance of permits. Compliance with Florida Building Code and all other applicable 4 , 4 % local, State and Federal permitting requirements O must be verified by .ignature of the City of Atlantic Beach Building Or WI prior t • the issuance of a Building Permit. \ 0.2' .1' o Approved 8y � 0 ' ,� / O f i ,� p '•Y' �� "7 om * ' • eve omen 1 �~ • d o Date: d Z - • 3 -p + 0,. 1 ,... t1 ', NOTES: ACCEPTED BY: LEGEND: R = RADIUS — X— = FENCE L = LENGTH O = CONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE PLAT 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- 0T 1" = 30' CERTIFICATE 0 4 =1 2522 OAK STREET i HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE t�� ~ii Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA 1,Wie =? (Phone) 904 - 389 - 5989 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017 -6, FLORIDA ADMINq • • . E, PURSUANT TO SECTION 472.072, FLORIDA STATUTES. ALA :,-.7-.."17F% (Fox) 904 389 - 6175 I � � / SLIUVEJICIG Inc MI C H AEL J. +� LLO LICENSED BUSINESS # 6702 REGISTERED SURVEYOR AND M • • • ER # 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS I,' l APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION PERM 800C -04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 snail Additions, Renovations & Buildingjystems Corpliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C -04 for additions of 600 Square feet Or less, site - installed components of ms�ufactured homes, and renovations to single- and multiple -family residences. Alternative methods are provided for additions by use of Form 6008.04 or600A -04. PROJECT NAME: M1 /)M AZ017701 BUILDER: 11 wq.AJC6 810.4,06--As c7f NAP AND ADDRESS: 409 UNKSltE(.vURr E,45T i PERMITTING CLIMATE - `. -� finAlA e, &II, P 322-3. I OFFICE: ZONE: 1 - 2 7 OWNER: p� PERMIT NO.: j i JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C•2. and 6C -3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned sppao from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential renovated or replaced. MANUFACTURED HOMES than ND BUILDINGS. Only site-In I stal stalled components and features requirements re covered byt h fm BUILDING G SYSTEMS. the when comp egnew being installed. system is Please Print CK 1. Renovation, Addition, New System or Manufactured Home I 1. 145L 17/1 )�d 2. Single-family detached or Multiple family attached 2. :I NGLE F 419/ 3. If Multiple- family -No. of units covered by this submission 3 -- 4/ 4. Conditioned floor area (sq. ft.) 5. 1 i 33 5. Predominant save overhang (ft.) 6. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. 15 7 sq ft b. Tint, film or solar screen 6b, sq ft. sq ft. 7. Percentage of glass to floor area 7. i 8 % 8. Floor type and insulation: �,t a. Slab -on -grade (R- value) 8a R = 0 75 ' lin, ft. b. Wood, raised (R- value) 8b. R = sq, ft. c. Wood common (R- value) 8c. R = sq, ft, d. Concrete, raised (R- value) 8d. R = sq. ft . e. Concrete, common (R- value) 8e. 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 R = 11 , '-f "I sq. ft. b. Adjacent: 1. Masonry (insulation R- value) 9b -1 R = sq.ft, 1 Wood frame (Insulation R- value) 9b-2 R = sq, ft. c. Marriage Walls of Multiple Units' (Yes /No) 90 10. Coiling type and insulation: a. Under attic (insulation R- value) 10a. A = 3O Ti 3 sq. ft. b. Single assembly (Insulation R- value) 10b. R = sq. ft. 11. Cooling system` 11. Type: CEN7724L - (Types: central, room unit, package terminal A,C., gas, existing, none) SEER/EER: /Q. 0 12. Heating system" 12. Type: HEATPUMP - (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, HSPFfCOPIAFIiE: 62 S. 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. Hot water system: 14, Type EX /5 -1 7/V 6/ (Types: elec., natural gas, other, existing, none) EF: Pertains to manufactured homes with site - installed components. the Florida Enertthat the fans ands rications cover . • calculation are compliance Review oplans a co i construction eovared t thin calcuk i s instigated for wfth a n ROt da by certify p pet , e • • 1 Pe gJ7d 53.9 is COrIYp1"4ptf. tXk bonding win' iRGp9C1BG f COmoWndt in rneranl v or: BUILDING OFFICIAL. I hereby certify that this building is in compliance with the bride Energy Coda: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE - BUILDING 13 - 133 • . APPENDIX 13-D • TABLE SC -1: PRESCRIPTIVE REQUIREMENTS POR SMALL ADDITIONS (600 S. Ft. and Less), RENOVATIONS TO EXISTING BUILDIN CO kRR GS AND SITE - INSTALLED TS OF MA! D 1 e 2 3 , IIUINUPAtTURED HOMES COMPONENT MINIMUM INSULATION EQUIPMENT M k1UM INSTALLED INSULATION INSTALLED EFFICtENCY EPMCIENCT 1 Concrete Block R•7 a Frame, 2' x 4' R•11 `R�_ Central A/C lit Frame, 2' x 6' R -19 Sp SEER .10.0 BEER = D $ i Common, Frame R -11 Single Pkg. SEER = 9.7 SEER = o Room unit PTAC EER = 8b• EER = I Common, Masonry R -3 I Under Attic R -30 �,3() -- • - - - -- Electric Resistance ANY ______ �` 8 Single Assembly; Enclosed 0 Heat pump - Split Q { HSPF = 6A HSPF = -L_ _LL_ g Frame R•19 1-- - Single Pkg, I HSPF = as WSPF = rd oil Metal Pans R -13 Q Room unit or PTHP a COP - 2.7• HSPF/COP = 1 Strive Assembly; On R -10 i 1 Common, Frame R -11 Gas, natural or propane 1AFUE _ •7e AFUE = Slab -0n Fuel Oil -grade No Minimum PO le iAFUE..76 AFUE= Raised Wood R•1g l Raised Concrete R•7 u- I Common, Frame R -11 cc Electric Resistance +EF =.82 EF _ 1 In unconditioned space R-6 _ _ R(D a s Fuel Oa atural o LP 1 E F w EF = • c {Inebrdtonedspace No minimum EF = TABLE SC•2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADD RIO NS ONLY • See Table 1 3- 807.1ABC.3.2 and 13.608.1.AEI0.32 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain - coefficient Maximum %=; , ltfstaped j = (7 �a�` GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPTO20% ^_ UPTO30% UPTO40% UP TO 50% Single -- ngle » _ Double Single Double Single Double Single : Double - OH-SHGC OH -SHGC OH•SHGC _ OH-SHGC � OH•SHGC _____ OH-SHGC OH -SHGC Oki •SHGC 1' - .87 0' • .78 2' - .87 1' - .78 NOT 2' - ,78 NOT ALLOWED 1 3'.,78 0' -.75 1'•.75 0' -.61 ALLOWED 1 O' .5I 2'•,61 s°. • 0' -.36 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC =.75, double Clear SHGC = ,86, and seeps tint SHGC er Ai TASKS. 6C-3 MINIMUM REQUIREMENTS FOR ALL. PACKAGES • COMPONENTS SECTION REQUIREMENTS CHECK EtRSrtor Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed, Exterior Windows & Doors 806.1 Max, 0.3 efrres .ft window area; .5 cfnVsq•ft. door area, v Sete& Top Planes 606,1 Sole plates and penetrations through top plates of exterior. wails must be sealed. Y Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). , S Multistory Houses 806:1 Air barrier on perimeter of floor cavity between floors. V Exhaust Fans 806.1 Exhaust fans vented to unconditioned space shall have dampers, except for cofnbyation devices vilth ' t exhaust ductwork. Combustion Heating 606,1 Combustion space and water heating systems must be provided with outside combustion Ale extern for dire:evrert appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2, Switch or clearly narked circuit breakergtectriic or cutoff (gas) must be provided- External or buih•inheat trap required for vertical pipe /tsars, Swimming Pools & Spas 812.1 Spas & heated pools must have covers (except solar heated). Noncommercial poo must have apumptirnee Gas spa & pool heaters must have minimum Memel efficiency of 78 %. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat reo0very units). Shower Heads 612.1 Water Clow must be restricted to no more then 2.5 gallons per rninute at 80 pstg. HVAC Duct Construction, 810.1 All ducts, fittings. mechanical equipment and plenum chambers shall be mectlanioally attached, sealed, insulated insulation if Installation and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Ito a'iranimum.of R$. HVAC Controls 607.1 Separate readier accessible manual or automatic thermostat for each system. V GENERAL DIRECTIONS: 1. On Table 601 indicate the R -value of the insulattdn being added to each component and the efficiency levels of the sdutpmem being instalied. Ail Rwalues and- efficiencies tdstadad must : meet or mad the minimum values listed. Components and equipment neither being added nor renovated maybe left blank. 2 ADDITIONS ONLY Determine the percentage of new gtaes to eendd Oned floor area in the add Mon as follows. Total the areas of all glass windows, $lido g,glasedeorsarrdge ss attar panels. Double-the area of an norlvertical roof glass and add h to the previous total. When glass in existing ekterior walls is being removed or enclosed by the addson, an amount %WI teats at I s, eleg ,ye subtracted from the tors1 gteeeefee, Olvidetrta adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the einefet. iod.1 s:l teed" •, • calculated percentage fates on Table 60-2. Presenptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a steer t088t9 e h a en pi type and overhang, the mihfmum solar neat gain Xt itiont allowed 8 speCitied. Actual glass windows and doors previously in the exterior welts 6f the llolsees$d'. tFtM el file pave:, to comply with the overhang and solar feat gain coe11 cierit requirements on Table 50.2. Alt new glass m the addition. must matt the require-M6t for Sf&EITUM 8186888llf M :d MPY yea indicated. The overhang (OH)-1GAinte;is.Measured' perpendicularly from the face of tire glass to a :point directly under the dutarmact ridge of a ovt n8. 3. AVIS .TI ONSONLY: Rordadament glees need to mdem the fanow,ng. red W irements. Amy grace type and Void, neat gain weft c may stag l0r 5-gean wAnOp 8fa wsta 24oe5 eversswg end wnoee lowest edge does netieetend further than 8 feet from the overhang- Glees areas being renovated Chet do net meet tins Calton mutt tee I Siogta -p8e tinted, det clearer - doubte -panne tinted. 4. BUILDING SYSTEMS, Comply when now system- a installed for system installed. 5. Complete the Irfarmation •reduested on the top Ralf of page 1. 6 Road "Minimum Requirements far Sfnail Additions and Renovations." Table 6C -3. and check all applicable hems. 7. Read, sign and dote the ^ Owner /Agent" certification statement on page 1. 13=0.34 FLORIDA MAIMING CODE - BUTLDfNG RIGHT -J LOAD AND EQUIPMENT SUMMARY 01/23/06 Filename: ALLI413. 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 °F Outside db: 94 °F Inside db: 70 °F Inside db: 75 °F Design TD: 38 °F Design TD: 19 °F 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 66 CFM Ventilation 585 Btuh Vent Air Loss 2759 Btuh Design Temp. Swing 3.0 °F 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 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 °F 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 4.1.27 S/N RS R2 0 7 8 4 Printout certified by ACCA to meet all requirements of Manual Form J S/N RS R2 0 7 8 4 RIGHT -J BUILDING ANALYSIS REPORT 01/23/06 Zone: Entire House Filename: ALLI413.RSR Job #: 413 SQ. FT . For: MARCUM ADDITION Outside db 32 94 1109 LINKSIDE COURT EAST Insidedb 70 75 ATLANTIC BEACH, FL 32233 Design TD 38 19 Daily Range - M Inside Humid. - 50 By: ALLIANCE BUILDERS INC . Grains Water - 49 INFILTRATION Method Simplified Const. qlty Average Fireplaces 0 H E A T I N G was Ducts Component Btuh/SgFt Btuh % of Btuh Infiltration Walls 3.4 1531 12.6 Windows 28.0 4388 36.2 f:::: ::::. : .:::::. Doors 0.0 0 0.0 Ceilings 1.3 518 4.3 Windows Floors 30.8 2 3 2 6 19.2 Floors Infilt. 17.6 2768 2 2. 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 5 2 9 3 42.7 Doors 0.0 0 0.0 f; .--- .`'``...... >< z`'?:i? - -..' r Infiltration Ceilings 1.4 586 4 . 7 >' : : ; :., -. :,. ', : ,'. >: 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 RIGHT -J CALCULATION PROCEDURES A, B, C, D Job #: 413 SQ. FT. 01/23/06 Zone: Entire House Filename: ALLI413.RSR Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC/HR x 3304 Cu.Ft. x 0.0167 = 66 CFM 2. Winter Infiltration Btuh 1.1 x 66 CFM x 38 Winter TD = 2768 Btuh 3. Winter Infiltration HTM 2768 Btuh / 157 Total Window = 17 . 6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 5 AC/HR x 3304 Cu.Ft. x 0.0167 = 58 CFM 2. Summer Infiltration Btuh 1.1 x 58 CFM x 19 Summer TD = 4 710 Btuh 3. Summer Infiltration HTM 4 710 Btuh / 157 Total Window = 30 . 0 HTM 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 Summer TD = 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 + 12845 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 RS R2 0 7 8 4 Printout certified by ACCA to meet all requirements of Manual Form J r 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 �'D 0 Truss Page Count: 12 ° N Truss Design Load Information (UNO) Design Program: MiTek 5.2 / 6.2 r , Gravity Wind Building Code: FBC2004 Roof (psf): 42 Wind Standard: ASCE 7 -02 0 Floor (psf): • 55 Wind Speed (mph): 120 CO LL Note: See individual truss drawings for special loading conditions 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 Dwg. # Seal Date # Truss ID Dwg. # 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. #02070613Mage 1 of 1 Log On DBPR Home ! Online Services Home 1 Help 1 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 County: VOLUSIA & Activity List Search 10 , User Services Renew a License License Mailing: Change License Status Maintain Account LicenseLocation: Change My Address View Messages Change My PIN License Information View Continuing Ed License Type: Architect Rank: Architect L License Number: AR0009033 t' 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 License Information View License Complaint ( Terms of Use 1 i privacy Statement FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: THOMAS E. MILLER PE 56877, BYRON K. ANDERSON PE 60987 https://www.myfloridalicense.com/LicenseDe INSPECTIONS, INC. EB 91963/30/2005 �' I LUT2, FL 33549 Dwg.#0207061373 Job Truss i Truss Type I Qty I Ply 0 0 IB148784 GE01 IGABLE 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 Scale = 1:31.71 4x6 MT20= F 2x4 MT20 11 L.. 2x4 MT20 11 G E 2x4 MT20 11 / ` 2x4 MT20:' D T ST 2 H GT 1ST' 1I _ r 6.00 12 -T1 -T4� 1 1 B /1, __ 1 A j • ' C� ...... u T K 1 4x10 MT2D 11 2x4 MT20 11 244 MT20 11 5x6 MT20= 2x4 MT20 11 2x4 MT20'' 4x10 MT20 11 3x4 MT20= 3x4 MT20= 16 -2 -0 16 -2 -0 Plate Offsets X,Y : B:0- 3- 8,Ed•e , B:0- 2- 8,Ed•e , J:0- 2- 8,Ed•e , J:0- 3- 8,Edgel, [N:0- 3- 0,0 -3 -01 LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 I Vert(LL) -0.01 K n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.02 K n/r 90 BCLL _ 10.0 1 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 Ib I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10 -0 -0 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. ■ 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 HorzB= 132(Ioad 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 (Ib) - Maximum Compression /Maximum Tension i 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 -1 =- 62/92, I I -J =- 74/34, J -K =0/47 BOT CHORD B -P =- 42/223, 0 -P =- 42/223, N -0 =- 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 I 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= 3.0psf; Category II; 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. I 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 Ib uplift at joint P, 159 Ib uplift at joint M, 264 Ib uplift at joint L and 334 Ib uplift at joint J. I I I Continued on page 2 FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: - - TROIOf Ste. NRLLER I-t bb6 /!, b$YRON K. A NDtRSON Yt 6UBtsr STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061374 I Job Truss I Truss Type I Qty Ply 0 0 IB148784 GE01 !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 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 elemments 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 l i I I I, I I i l i FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: Ti, E • - _ -. • -- - :s =: STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061375 Job Truss Truss Type I Qty I Ply 0 0 IB148784 GE02 IGABLE 1 1 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 -2 -0 -0 11 -4 -0 22 -8 -0 24 -8 -0 2 -0 -0 11 -4 -0 11-4 -0 2 -0 -0 stele= 1:41. 4x6 MT20= H 2x4 MT20 11 - p 244 MT201' G 2x4 M7201 2x4 MT20 li T J 2x4 MT20I I To ` 2x4 M7201, E T K 7 74 IT 'I 2x4MT2OII STx ` T ` 2 M7201I D b $ j 1 6.00 12 C a l - I� M N 1.. 16 B :.................. ^ . ...... .. �. !1 A 11 a 61.-. n 13 4x10 x o M7zo ! o ''. 4x10 MT2011 3x4 MT20= 3x4 MT20= 2x4 MT20 !I 2x4 MT20I I 2x4 MT20 II 2,4 MT2011 5x6 MT20= 2x4 MT205 2x4 M72011 2x4 MT2011 2x4 MT20I I 1 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,Edd e], [T:0- 3- 0,0 -3 -0] LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /defl lid 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 I 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. REACTIONS (Ib /size) T= 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= 417/19 -2 -0, B =- 10/19 -2 -0 Max HorzB= 165(load case 5) Max UpliftT=- 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) 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) FORCES (Ib) - 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 =- 714/786 , H -1 =- 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 BOT CHORD B -X =- 696/1218, W -X =- 696/1218, 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, 1 K -Q =- 234/337, L -P =0/87 1 NOTES (7) I 1) Unbalanced roof live loads have been considered for this design. 12) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; 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. 13) 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. 5) 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: I 1 HOMAS t. MILLER Nt bbtS/ /, ti YRON K. ANDtH Yt bUNB( STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061376 Job Truss I Truss Type ' Qty Ply JO 0 18148784 GE02 IGABLE i 1 I 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 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 I, I i I i t I I I I I I I I FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: -- - -- THOMAS t. MILLER PE56877,13YRON I.. ANDERSON Yt bU987 STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061377 Job Truss I Truss Type 1 Qty I Ply 0 0 1 6148784 T01 !SPECIAL ' 3 1 1 I 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 1 2 -8 -5 5-4-11 5-4 -11 2 -8 -5 2 - Scale = 125.2 7x10 MT20= C �� I I 6.00 12 iW1 ti T ICI 6 FI � 0 4x10 MT20= 4x10 MT20= 2x4 MT201I E I gI A 3 ° L" KI 2 -8 -5 8 -1 -0 13 -5 -11 16 -2 -0 I I 2 -8 -5 5-4 -11 5 -4 -11 2 -8 -5 r 1 LOADING 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 I 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 I BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 61 Ib LUMBER BRACING ' TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 1 -11 -14 oc BOT CHORD 2 X 4 SYP No.2 purlins. 1 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= 613/0 -3 -8 Max Horz A=- 84(load case 3) Max UpliftA=- 527(load case 5), E=- 527(load case 6) I FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD A -B =- 249/325, B -C =- 1376/1485, C -D =- 1376/1485, D -E =- 249/325 I BOT CHORD B -F =- 1202/1319, D- F=- 1202/1319 I 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= 3.0psf; Category 11; 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 described in the referenced documents above. I LOAD CASE(S) Standard FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: — THOIOrAS – E. MILLER - 6877, BYRON - 1f. - - - . _ a .., STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg.#0207061378 1Job Truss ITruss Type I Qty IPly 0 0 I B148784 T02 I COMMON 1 2 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 -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 Scale = 1.31 I � 5x6 MT2011 I 1 - 0 - l 1 3x8 MT20 \ 3x8 MT20� 6.00 12 E C W3 I0 B 001" 1 1.11 ' W2 W2 'WI F B1 ! B1 r 14 A x1 H \i 4,02 M120, 4x10 MT2011 8x10 MT20= 4x10 MT201, 42 MT20 � 20 4 -5 -12 8 -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:0- 0- 13,Edge1, [I:0- 5- 0,0- 4 -8]___ F j LOADING (psf) I SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.87 Vert(LL) 0.23 I -J >836 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 I BC 0.87 Vert(TL) -0.25 H -I >752 180 BCLL 10.0 _ Rep Stress Incr NO I WB 0.61 Horz(TL) 0.07 F rile n/a BCDL 5.0 Code FBC2004/TPI2002 I (Matrix) Weight: 188 Ib LUMBER BRACING I 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.1D purlins. WEBS 2 X 4 SYP No.3 *Except" BOT CHORD Rigid ceiling directly applied or 5 -11 -0 oc bracing. W32X4SYPNo.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(load case 5) FORCES (Ib) - 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 I WEBS C -J =- 2650/3188, C -1 =- 3503/3093, D -1 =- 5668/6616, E -I =- 3503/3096, E -H =- 2648/3188 j NOTES (7) 1 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: I Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. I 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. i 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 Toads have been considered for this design. 4) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp C; partially; MWFRS j 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. 16) Girder carries tie -in span(s): 38 -8 -0 from 0 -0 -0 to 16 -2 -0 I Continued on page 2 FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: ! " - — - " " - -- THOrNAS - E. NI , RON K. ■NDtHSUN 1. bU`!t3/ STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg.#0207061379 IJob I Truss ITruss Type Qty I Ply I0 0 I B148784 T02 ! COMMON I 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 ' 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/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 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) I II I I i I i I FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: THOMAS E. MILLER PES6877, BYRON K. ANDERSON PE 60987 STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061380 • I Job Truss Truss Type I Qty I Ply 0 0 18148784 T03 ISPECIAL 13 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 1 3 -5 -14 10-8-8 1,1 -4 -0 14 -10 -6 19 -0-4 1 22 -8 -0 24 -8 -0 i 2 }0 -0 3 -5 -14 7 -2 -10 0 -7 -8 3 -6 -6 4 -1 -14 3 -7 -12 2 -0 -0 Scale = 1:40. ■ 5x8 MT20I I D — 3x4 MT204 \ \\ \\ 400 ET20� 6.001 z \\ \ \ \ \ �� \ \ \ i IP W$ ! \ 2x4 MT201I 2x4 MT2011 \ \� \ \ - 1111111 I ■ M 4x12 MT20= W4 b , I ,I A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ 3x8 MTZO 2x4 MT201 G am k £ 3x6 MT20= H 13 1 0 K J 2x4 MT2011 3x4 MT20= 6x8 MT20= 3 -5 -14 10 -8 -8 1 -4-0 14 -10 -6 19 -0-4 19 ? -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): FB:0- 1- 9,0 -0 -2], FG:0- 0- 10,Edge], [I:0- 3- 8,0 -3 -0] I LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /defl LJd 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 1 BC 0.45 Vert(TL) -0.35 B -M >639 180 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 I 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 2X4 SYP No.1D, B22X4 SYP No.3 WEBS 2 X 4 SYP No.3 LBR SCAB A -D 2 X 6 SYP No.1D one side REACTIONS (lb /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 (Ib) - 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 =- 1159/590, G -H =0/47 BOT CHORD B -M =- 1117/1506, L -M =- 1117/1506, K -L= -2/59, D -L =- 476/567, J -K =- 24/41, 1 -J =- 221/457, G -I =- 483/1223 WEBS J - = - 209/442, E - = - 49/110, E - = - 129011568, F - I = 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 11; Exp C; partially; MWFRS 1 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. 14) 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 I. Continued on page 2 FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: ■ TIIOMAb E. MILLtrt PE Dbif i, esYtHUN K. ANutrcaa,ry PE 60987 — STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg.#0207061381 I Job Truss I Truss Type Qty I Ply 0 0 I B148784 T03 I SPECIAL 13 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 21 16) 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 l I i I , I 1 1 FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: HOIWAS E MJLLER F't bbb( / , [f YRON K. RNDtRSON Yt bUSi3 STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061382 1 Job Truss Truss Type l Qty 1 Ply 0 0 1 i B148784 T04 I COMMON 11 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 1 - - - 7 - - 11 - 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 Scale = 1 5x6 MT20I I D — 6x8 MT20, \ \ \ \� \\\\ \\ 6.00 rff I 4x10 MT20 4 \ : W3 \\ \ W2 W5 I 7 \ � 2x4 MT20 I I n 11 2x4 M720 11 \ 41D MT20= L I 4 _ A G 2x MT2D I I 6x620= � ' 3x6 MT20,. H Lc K J 2x4 MT20 1 ,1 3x4 MT20= 6x6 MT20= 11-4 -0 20 -2-4 29 -5-8 22 -8 -0 1 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,Edge] I LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 j 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 j WB 0.68 Horz(TL) 0.22 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 -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.1D one side REACTIONS (lb /size) A= 758/0 -3 -8, 1= 1183/0 -6 -7 I Max HorzA=- 208(Ioad case 6) Max UpliftA=- 655(load case 5), 1=- 1144(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension 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, 1 -J =- 408/711, G -I =- 378/1037, B -M =- 1398/1860, L -M =- 1398/1860 WEBS K -L =0/62, D -L =- 517/683, E -L =- 73/178, F -1 =- 210/402, C -L =- 1042/1026, C -M =- 38/216, J -L =- 415/716, E- J=- 48/151, E -I =- 1385/1646 NOTES (6) 11) Attached 12 -9 -15 scab A to D, front face(s) 2 X 6 SYP No.1D 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. 1 3) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; 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/TP; 1 angle to grain formula. Building designer should 1 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. I j I Continued on page 2 FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: THOMAS E. MILLER PIE 56877, BYRON K. ANDERSON PE 60987 STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg.#0207061383 I Job Truss Truss Type I Qty I Ply 0 0 I B148784 T04 I COMMON 1 1 Job Reference (optional) I Builders FirstSource, Bunnell, FL. 32110 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Feb 06 16:58:51 2006 Page 2 16) The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include I the design of any additional structural elements including but riot 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 FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: THOMAS E. MILLER PE 56871, BYRON K. ANDERSON PE 60987 -- STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 Dwg. #0207061384 Job Truss "I Truss Type I Qty I Ply 0 0 I B148784 T05 I COMMON 1 1 I 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 1 I -2 -0 -0 5-11 -4 11-4 -0 16 -8-12 22 -8 -0 24 -8 -0 1 2 -0 -0 5 -11-4 5-4 -12 5-4 -12 5 -11-4 2 -0 -0 Scale = 1:41. • 400 MT20= D Y - I i 6.00 12 2x4 MT20� 2x4 MT20:- N. E C E W1 W1 F 8 0 ea A E4 H 3x8 MT20, 3x8 MT20= 5x6 MT20= ■ 11-4 -0 22 -5 -8 228 -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 /defl 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 Horz B= 172(load case 5) Max UpliftB=- 932(load case 5), F=- 942(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/47, 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- 1-1=- 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= 3.0psf; Category II; Exp C; partially; MWFRS I 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. 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 i 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 I section 3 c) & 5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction 1 ANSIJTPI 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. I LOAD CASE(S) Standard i FEBRUARY 07, 2006 TRUSS DESIGN ENGINEER: STRUCTURAL ENGINEERING AND INSPECTIONS, INC. EB 9196 16105 N. FLORIDA AVE. STE B, LUTZ, FL 33549 • r G W C I O _ - y U _ 7 "_ y N v , ? _ y z =- a 3 = -_ �a - -� = _ - 0 y n'O _ O N = N - - O G ■ 0� - _, c N c� N= 0 c o - 7 . ; _ _ n N U c = 0 O F hi-. v 1U G7 �1 y = 0 6 O� d - c m _v = C _= C V (_,) O y >, v' 0- '^ v y U 0 y ' Un 3 y . - _ y •- U G P ,� y y - O_ y - 3 5 y C 6 _ v - J v= - 0 a) = U G- C p _ -_ 0 y -C O 0 0 6 U C G C , - m ! !1! i 1 -? y J i ! 11 1 1 1 H ' C; cy t Cj -? 0. G_ U y E y N 0 - N y � - C n y 047 C .... -N Z 0) p �_ R y� n c � - C - 0 - 0- 0G - . . c O � C -= 0 - 0 G= �' U O U ' U G O N y- N N O O 2 ' - W u 6 T n N N E y N y 2 0.- N> '^ ao N 7 - y y " r te � - 0 7 U C � . - c 1- O U G G x� G y C. CC O y 7 . 3 0- - C- - - _ _ O y y 0lC N Cc ^ 0 0 O 0 0 c y U 2 - , - , N y v C 0 G O 0 ,, - ' O I v - y0. `,2, y U 0 0 L - U > Cc.N UCN c` -t 2 n O O > _ C U_ O N I< y_ y -O N ` . 0 C G = 0 c ac 0 = O 0 0= 0 C: y , ,4 : . , ,.,_ = - - U'O - 00 = C =_ - CC- ). �0. �� - SO O C mc0 Q U 0 o Uy ■ i , 01'0H:7 aC1 tr r. cl \ ":3 i z. W f v � /��1 U _ UI C I 1L L n V) G m G ^ Q P Cii Q E Q `O ".',1 R i 71 C W = 0 O = S. 0o i. x p w P 0o 0o -o y O O 71 I LM C 0C L ''' = Q J P P I .., 'V v U m � w _ _ w - I _ u v Q o W e - J Q Q Z I _ c4N m C''''' ,, N_ = O Q W ,, ( 1 Cl --. 1 C2101-12) dOl -, < u. s U m - _ 1 0 0 - y - u j 10 ' y o q m , _ 3 u c) O .5 - ¢ - c- ^� c ` -- 1 - c.- - m= u m = ° °� ° � U < ��7o - =S 00 __c 0.0 o? G ^ (I) s o . -m -yy :o o- oc - y ., N =- U = U = 0= -- N . O C _ 0 j n c O ^Jl/' S G sz. Ls - - - G .= y O y c. Q 0 0 0 _ /` 'r 0 C = — y -� U C U U O ^ < 77 I , v _ { ►111 -,- 0 c = c - !_..F-. 14- / / -,... _:. _ = 0 1 1 / J- X = cc %T ' ..AN 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. -i W -. LINKSIDE COURT EAST FOUND 1/2 IRON PIPE (CUL —DE —SAC) 10x10 JACKSONVILLE ELECTRIC STAMPED 'MILLER 3048' AUTHORITY EASEMENT N 71'53'56' E \ 39.52' (CHORD) O `' . °°' PLAT & MEASURED LO 20 •`. • • • c • 4 Q9,' ' � a,V ' o f 0UN0 1/2* IRON PIPE STAMPED 'DUROEN 1048' 1 • •r • • 7.5' JACKSONVILLE ELECTRIC • • � 8• • AUTHORITY EASEMENT tx OD Ci Y E i .."• 0. 4' �. ia 0 ?. €- ", , 13.0' id ,�f �,g• �4/ ` X . a N " ' � ' -'w , `rx ; 0.4 N ,t,. 4• » ��/ , t ; LOT 18 / K 440 LLI e ' \ O I �' �f4 49. K Q c 0 + - (A 4411-e4. 2 A� 0.2' O1 .e„ as 4 g NOTES: ACCEPTED BY: LEGEND: R = RADIUS — X — = FENCE L = LENGTH O = CONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE PLAT 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 __QQ01 Q — , 3. THIS SURVEY REFLECTS ALL EASEMENTS & 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 -021 SCALE: 1" = 30' CERTIFICATE 4 _ 2522 OAK STREET 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE /�4••i Jacksonville. Florido 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 61017 -6. FLORIDA (Fax) 904 389 - 6175 ADMINIS E. PURSUANT TO SECTION 472.072, FLORIDA STATUTES. sunvullinn Inc MICHAEL J . LLO LICENSED BUSINESS / 6702 REGISTERED SURVEYOR AND M ER # 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS • 01 APPENDIX 13 -0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM B0OC -04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 800C-04 for additions Of 600 square feet Or less, Site - installed cOmpO of manufactured homes. and renovations to single- and multiple-family residences. Alternative methods are provided for additions by use of Form 6066 -04 or 500A-04. PROJECT NAME: MARCUM b ITk J i BUILDER: , ILIA C. UtLi)e,g5 AND ADDRESS: ( 1101 LIr kAIDE COURT EAST I PERMITTING CLIMATE - -----" iI 11ANTc BCC}. FL 322-3 OFFICE: ZONE: 1 2 3 OWNER: - 3`V, Pr MARCU M PERMIT NO.:" � I l i {,, i „_ 1 JURISDICTION NO.: the eLL SIMMONS T EXI i n O EXISTING ENCaS (SOD square in a or less of conditioned area). Pmscriptne requirements in Tables 6C-1, 6C-2. and 6C -3 apply only to the components of the addition, not to bu g g g O 9 g equipment efficiency levels must be met only when equipment is installed specifically to serve the addition Of being installed in • conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insub.tion levels RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 60-1 and 6C-2 apply only to the components end equipment being renovated or replaced. MANUFACTURED HOMES AND &JILDiNGS. only she - 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, r J /7j J 2. Single-family detached or Multiple-family attached 2. t5 /M LE F4M fL Y 3. If Multiple - family -No. of units covered by this submission 3 ' 4. Al g 4. Conditioned floor area (sq. ft.) B 5. Predominant save overhang (ft.) S. Glass type and area: Single Pane Double Pane a. Clear glass 85. sq. ft /57 sq, ft, b. Tint, film or solar screen 6b. ' 7�" s4> it sly ft 7. Percentage of glass to floor area 7• ; 8. Floor type and insulation: a. Slab -on -grade (R- value) 8a R a Qf 75, 57 lin. ft. b. Wood, raised (R- value) 8b. R = sq, ft, o. Wood, common (R- value) Sc. R = sq, ft. d. Concrete, raised (R- value) 8d. R = sq. ft. e. Concrete, common (R- value) 8 R sq. ft. 9. Wall type and insulation: a. Exterior. 1. Masonry (Insulation R- value) 9s -1 R m sq. ft. 2. Wood frame (Insulation R- value) 9a -2 R =a 1 )) , 447 sq. ft. b. Adjacent: 1. Masonry (Insulation R- value) 83s1 R = sq, ft 2, Wood frame (Insulation R- value) 9b-2 R a sq. ft. c. Marriage Waits of Multiple Units' (Yes/No) Sc 10. Ceiling type and insulation: a. Under attic (Insulation R-valua) 10a. R ax .i0 , Tt t 3 sq. ft, b. Single assembly (Insulation R- value) 1Ob. R it sq, ft, - 11. Cooling system' 11, Type: C__ItT&.4 (Types: central, room unit, package terminal A.C., gas, existing, none) SEER/EER: /O.L) 12. Heating system" 12. Type:i4T1'ttJkf' (Types: heat pump, elec. strip, natural gas. LP -gas, gas h.p., room or PTAC. PF /COPIAFUI6: r A - 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) 1311, 14. Hot water system: 14. Type: t) J T/M', (Types: elec., natural gas, other, existing; none) IF: - Pertains to manufactured homes with site - installed components, 4. I hereby Certify that the plans and epeCifCaticns soy y h Ca lculation are in compliance with I Review of plans and speCnicatibns *owed by Ihia' dde locdoStes =ROOM wltitthe RO O the FiOrida Ener d ® � w Code. Baton eor.atruetiOn Conrplattd. M's building wetpe rtecpeatie rproemoeaaaa In *ortlecc n with t]eclwrt 55.455.4.9024 re .a . rnerMO er IC: WAIALk ONTO. BUILDING OFFICIAL: I hereby certify that this building is in compliance with th Florida Energy Coda: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE - BUILDING 134133 RIGHT4 LOAD AND RQUIPM SUMMARY 01M/06 File name: ALLI 413 . RS R Zone: Entire House For: MARCUM ADDITION 1109 LINKSIDE COURT EAST ATLANTIC BEACH, FL 32233 Phone: Fax: I3y: ALLIANCE BUILDERS INC. Phone: Fax: Job #: 413 SQ. FT. Wthr : Jacksonville AP FL Notes: WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 °F Outside db: 94 °F Inside db: 70 °F Inside db: 75 °F Design TD: 38 °F Design TD: 19 °F 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 66 CFM Ventilation 585 Btuh Vent Air Loss 2759 Btuh Design Temp. Swing 3.0 °F 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.11.) 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 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 °F 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 4.1.27 S/N RSR20784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, 13, C. D Job #: 413 SQ. FT. 01/23/06 Zone: Entire House File name: ALLI413.RSR Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1 . 2 AC/HR x 3304 Cu.Ft. x 0.0167= 66 CFM 2. Winter Infiltration Btuh 1.1 x 66 CFM x 38 Winter ID = 2768 Btuh 3. Winter Infiltration HTM 2768 Btuh / 157 Total Window = 17 . 6 HTM and Door Area Procedure 13 - Summer Infiltration HIM Calculation* 1. Summer Infiltration CFM 0 . 5 AC/HR x 3304 Cu.Ft. x 0.0167 = 58 CFM 2. Summer Infiltration Btuh 1.1 x 58 CFM x 19 Summer ID = 4710 Btuh 3. Summer Infiltration HTM 4710 Btuh / 157 Total Window = 30. 0 HTM 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 Summer TD = 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 + 12845 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. /NI RSR20784 Printout certified by ACC A to meet all requirements of Manual Form J . .. S/N RSR20784 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 Hurnid. - 50 j3y: ALLIANCE BUILDERS INC. Grains Water - 49 INFILTRATION Method Simplified Const. qlty Average Fireplaces 0 HE AT 1 N G Walis pmts 1 \ , ••...: Component Btuh/SqFt Btuh % of Btuh ,,•:::.,...... Infiltration Want; 3.4 1531 12.6 &.;:i;i4:':::.:::::.. •• • . : . •• .:.. ii;:::;::::i:::::''';::::::::•:::. - • ••:"•':::••:':.•.:! Windows 28.0 4388 36.2 ..................... :::u•i..: ....„... . ... Doors 0.0 0 0.0 .. --•::,.:::::::::::,::::::::::::•. Windows ' Ceilings 1.3 518 4.3 -„:.:..,..;:.:46::::::': Floon 30.8 2326 19.2 Floors hat 17.6 2768 22.9 Ceilings Ducts 577 4.8 C 0 0 L I N 0 Component Btuh/SqFt Btuh % of Btuh Walls internal Gains i Ducts , \ i j Walls 2.0 910 7.3 Windows 33.7 5293 42.7 :::::::::::::::::::::, •. . •• . i.:: • ,:. ,,••• Doors 0.0 0 0.0 ,!'•.'0':':::::':::::gi:. • . • ,•,.••.':, Ceilings 1.4 586 4 1: •• . . • .• - ....._ Infiltration -- .::iang:M:,...• , , , • , . : Floors 0.0 0 0.0 Windows Intilt. 30.0 4710 38.0 .i:]:::ii;i;:i:;:M::::::::.. •• ••••• : ' ,- ;.:.:0:':::::::::::::::;::::::.....•••• Ducts 590 4 . 8 Int.Gains 300 2.4 Ceilings Clg Tons at 81 % SHR = 1. 3 Clg CFMJTon = 499 Clg Tons at 70 % SHR = 1.5 Clg Tons at 400 CFMJTon = 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 APPENDIX 13-0 TABLE SC•1: PRESCRIPTIVE FtEOUCREMENTB POR SMALL Amnon (SOD eq. F. and Leas), RENOVATIONS TO erISTim BUILDINGS AND S!TI.INa17tt .SI CO APONEIf3SOB►NUSA i l l OP EAN Z019SS CTURBO t1 H ORffS COMPONENT MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT i INSTALLED EFFICIENCY EFFICIENCY Concrete Block R -7 0 , 2 x 4' R.11 , 5 Frame P-1 � r Central AJC • SI is le a Frame 2' x 6' R•19 !SEER .10.0 SEER .21 Common, Frame ! R•11 Room unit or PTA M9' i SEER . 9.7 Siva ,. Common, Masonry R -3 1 m 6 5 EER : ,, _�Y,.iJS1_� Under Attic R•30 - - °.. »-.^. Electric Resistance i ANY M rn !Single Assembly; Enclosed I Heat pump • Split j HSPF = 8.8 MSPF . z I Frame P.19 6 - Single Pkg. i H8PP . 6.6 HSPP . W i Mot Pans R•13, Room unit or PTHP COP • H 2.7• SPF/COP to ' Smola Assembly; Open R -10 Common,Framc R•i1 .,e E. LiLu F G as, natural orpropahe I AFUE ■,78 AFUE. ri ,Qtr! Slab On •grade No Minimum BI 07 i APLJE • .78 AFUE . Raised Wood R -19 Raised Concrete R•7 u. !Common, Frame R -11 o ut Gas; !Electric sl or L RP w .02 l i M unconditioned specs R•6 -.R,42 . x s l O natural or LP I V ..80 . _ m • In conditioned space _ No mlhi num i ` r +¢ EP = TABLE BC•t PRESCRIPTIVE REQU{REMBNTS MIR GLASS AREAS IN AOO17ION8 ONLY ' See Table 13.607.1 ABC.3,2 and 134408.1,A5C4.2 Maximum percentace glass to floor area allowed is selected by type, overhang length, and solar heat an coefficient Maximum %...22, trusteed %., GLASS TYPE, OVERHANG, AND SOLAR MEAT GAIN COEFFICIENT RE3GUIRHD ROA GLASS PERCENTAGE ALLOW/SO UP TO 20% + UP TO 309e UP TO 40"/e UP TO 60'iL r"-- Single Double Single _ Sing DOtd71 Dewitt. OH-SHGC OHS'HGC OH•SHGC » � Double Single - ~�_� 1 ` `-- single t" D i OHSHOC OH-SHGC OH•SHGC OH•BMdC OT+SHGC 1' - .87 I O' . .78 2' • .87 I 1' • .78 NOT 2 • ,78 NOT ALLOWED 3' -.78 , 0' -.75 i 1'_.75 1 0' -.Bt ALLOWED 1' -.81 0' -. 1 0 1, • . 4d 1 I Cr • 46 li Get certified SHGC from the man utaetur6 r or use defaults: Single clear SHGC ..75, double clear SHGC ..6e, and singkettra SeNiCei 44 TABLE SC•3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COPOIGNENTS SECTION REQUIREMENTS I Exterior debits & Cracks 06 To be caulked. gasketed, weather•stripped or otherwise aeawd. C1iEOK MIL?' Sidorior Windows & Doors 006.1 Max. 0.3 cfrrVeq ft, window area; .5 efm/sq.R. door area. Sole plates and penetrations through top plates of exterior. wails must be seated. Recessed Lighting 606.1 Type tC rated wit, no penetrations (two alternatives allowed). . Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Pens .. exhaust ductwork. Combustion Heating 006.1 i Combustion space and water heating systems must be prcAnded with outside combustion air, except for'llhatt'vent i appliances. Weer Heaters 612.1 Comply wan efficiency requirements in Table 812.1.ASC.3.2. Switch or clearly manuati -circuit breaker electric or cutoff (gas) must be provided. External or bulit•in heat trap required for vertical pipe risen. Swimming Pools & Spas 812.Y *XIS & nested pools must neve covers (except Solar heated). NoncommerOnd pane must hew a purnalMas Go . spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 insulation is required tor hot water circulating systems (including neat recovery units). Viewer Heads 812.1 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. HVAC Duct Construction, 610.1 All ducts. fittings, mechanical equipment and plenum chambers Shall be mOGhanl0aly atta0hedt tenanted Insulation & Installation and installed in accordance with the criteria of Section 610.1. Ducts in altos must be neupSed* entinirm iTtof Pt•8. HVAC Controls ! 607.1 i Separate readily accessible manual or automatic thermostat for each system. ( Lam" GENERAL DIRECTIONS' 1. On Telefe 5C•1 ■nditate the R•value of the insulation being added to each component and the efficiency levels of the equipment being inhibited. All R- nsluas and effrCEanCies instaN/d Must Meet or robed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY Determine the percentage of new grass t0 Conditioned floor arse in the addition as follows. Total the areas of ell glass windows, sf'tding,¢Nie deorrattd. • door puns. Double the area of an nonvertical root glees and add R to the prevkxr5 total When glees in existing exterior walls is being removed or enclosed by tilt addiltpa, as snug tai. tJ ,tp, subtracted from the total glass arta Divide the jested glass area total by the conditioned floor area Of the addition. Multiply by 100 t0 get the 5eretat. SIC; • calculated percetlgge fags on T a b l e 8C-2. Prescriptive& are given by the type o r glass (single Or double pane) and the overhang (014) paired w i t h a anew btatgei5 . 1 ^ t , , - p & .. »» and overheng.the mintmdm seter heat gain OtNdf10ta1tt allowed 4 specified. Actual glass windows and doers previously in the exterior wills Of thatfdslaa sad :..t . o' 56CBnw: to comply wdit ow gverbang sad SoSr hest gain =MOWN requirements on Table 6C1. All new glass In the addition must meat the requitrmeot for Neill* ( tte*ieseeeeentage antary yob indicated. The ' dvsrt an0 0:00.criaan&& : is measurtd perpandiculery from the fate of trio glue to a point remedy under Ma outermost edge 0 0eetnen0. b. naNOVallbNO ONLY Peontoamem o4aa rowels to moot tree 'a ,.g rosotremants. Any gums type and 5War neat gHn Coatfieient may be eds5 isr�1ea aa ergs WMiNt PI aaeb'at *Its 1doOt 000 ierts wed whose lowest edge doss net axtand lurtMrtasw a twat frets ow ovarhan9. orsa' 6ercrg renovated that do not mear 0015.0a mum betltlNr to 51e. {e WK. 60nebts.psae etc d0ub1s•pane 55100. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the iMOrmation-requeeted Orr Instep had of page 1. 6 Read "Minimum Requirements for Setae Additions and Renovations," Table 6C -3. and check all applicable items 7. Read. sign and date the 'Owner/AGM' artffit:saw statement on pale 1 13 -0.34 FLORIDA BWLDSNG CODE - BUILDING �UILi�ItUl� BLAHS EXAMINEi1 REVIEWED FOP, CODE COMPLIANCE KEEP THIS PLAN ON JOB MAY 21 2003 Building Zoning In Je . lion Div -lax., FL. 1 Examiner 51 ature License No. AAMA/NWWDA 101/I.S.2 -97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 Oriole TYPE: Aluminum Single Hung Window with Nail -Fin 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 1b max. N/A N/A Air Infiltration 0.12 cfrn/ft N/A _ N/A Water Resistance Test Pressure 5.30 psf N/A N/A +35.3 psf +33.3 psf +35.3 psf Uniform Load Deflection Test Pressure -47.2 psf -34.7 psf -47.2 psf +53.0 psf +50.0 psf +53.0 psf Uniform Structural Load Test Pressure -70.8 psf -52.1 psf -70.8 psf 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/NWWDA 101/LS.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. (AT1) was contracted by MI 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 101/1.S.2 -97, Voluntary Specifications for 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' 8 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: 3' 3 -1/4" wide by 7' 5 -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 Quantity 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 01- 41979.01 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 jambs 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 Ouantity 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 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 fm perimeter. The exterior was sealed utilizing polyurethane. Test Results: y are tabulated as follows: RE BUILDING PLC " ExAn4tNrR ING PLA 0 R Paragraph Titl of Test - Test s3 .' - KEEP THIS Pi. ; ` ""•• --- 1 owed Test Specimen #1: Gateway Performance Specimen 1-1-R,35 47 x 89 .1 t41 AV 21 u3 2.2.1.6.1 Operating Force R g 5 lbs 30 lbs max 2.1-2 Air Infiltration (A l din 3 nin I Ci JJl ui'v-la i ® 1.57 psf (25 mph)____ -- _.- Qr-l.2-ofmY ft - 0.3 cfin/f 2 max. Examiner Signature Note #1: The tested specimen meWert e perfurrnrow ' levels specified in AAMA/NWWDA 1O1 /I.S. 2 -97 for air infiltration. 01- 41979.01 Page 4 of 6 Test Results: Paragraph 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% 0.50" /100% Interior sash bottom rail 0.12 " /25% 0.50 " /100% In remaining direction at 50 lbs Interior sash right stile 0.06 "112% 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 Al thru A5 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: Paragraph 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 L/1 75 for 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/1 75 for 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. @ 52.1 psf (negative) <0.01" 0.15" max. 01- 41979.01 Page 6 of 6 Test Results: (Continued) Paragraph 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 L/175 for 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 .2. G baT•slr a .2ero - MAH:baw „OtVIM 14 tilt t,,, 01 -41979.01 �.•, c ... . <s CO. { _,_ • C SZV4 �4 i Yi • i V • fj : - �., ? v • STATE C 411. 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 Rating H -R45 53 x 73 Overall Design Pressure 45 psf 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 Forced Entry Resistance Grade 10 Reference should be made to Report No. 01- 40351.06 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. *f Mark A. Hess, Technician MAH:baw .� / M A ' )J z . . 416 • Architectural Testing AAMAINWWDA 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 A 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 6' 0 -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'w -.^ www.archtest.com -2 f AlP c 2 oa 2 •'' 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 comers. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Description Quantity 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. ail 2 l M,44 4 hi 2 00 �. 01- 40351.06 Page3of4 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/ft 0.30 cfm/ft max. Note #I: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 101 /LS. 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% 0.50"/100% 2 f /Cc Al z e. z. 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 ARCHITECTURAL TESTING, INC: Mark A. Hess Alien N. Reeves, P.E. Technician Director — Engineering Services 2, l !+-r A X c !s' 2 d-n : - .AH:baw 0 x..10351.06 • • AAM.A/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 Nail Fin Title of Test Results Rating H_R45 52 x 72 Overall Design Pressure 45 psf Operating Force 241b max. Air Infiltration 0.10 cfrn/ft Water Resistance 6.75 psf Structural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced Entry 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 17, MAH:baw Z c MAR c X ,� eb 1. Architectural Testing AA MA!NWWDA 101 /1.S.2 -97 TEST REPORT 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. (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 a H -R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/LS.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 . 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 Ce,e V. /et.w... phone: 717.764.7700 fax: 717.764.4129 2.0 M A R c J,I 2 4.6 2 www.archtestcom 01- 40351.05 7 Page 2of4 Test Specimen Description: (Continued) Weatherstripping. Description Quantity 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 Row - 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 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 Quantity 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, /444c,y Zoo -2_ 0140351.05 �..,. � 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 cfn/ft 0.30 cfm/ft max Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA 101/I.S. 2 -97 for 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) 0.81 "* 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) @ a 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 "1100% In remaining direction at 50 lbs Left stile 0.03 " /6% 0.50 "/100% Right stile 0.03 " /6% 0.50"/100% 2' M44cj) ZooL 01- 40351.05 Page4of4 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) 0.91 "* 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, 4 A Mark A. Hess Allen N. Reeves, P.E. 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W C W Y V m O L m E D z z N - -4 O o s v X u",.. • o p o •,` o f _ P. O C T p N Q P. Z N �� p • - E- .2 vom 3 zW n- I' r p . ¢ O t oo O p . v 9 0' > t 8 — WINS a ¢ N Ti V a . • , �m m 4 0z t m p � !i la e E S M5 i I it P • VV1111111:1111111411'1MA.1 +1 - m Y ' �� rE4 r p p - • o 1> .' 1 /1�J1111 �-� . ,.. o i N V O Y W ✓ LL OL p O U T D u0 i N01LY tL3N3d_i m Q) o u m 'NI1 ,t1 ai c 1 E : O u O V c a L i c o • m 0 _ ' utosuawl0 amyl° m . • . • m a d 0 MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717).365 -3300 OME PROD CIS Gratz, PA 17030 -0370 (717) 362 -7025 Fax 740/744 SINGLE HUNG /PICTURE 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 £O /£ /£ 'naa I .n o \ / ' 818 o o� o ^ y O H V m / Li__ Q1 -I, 3 c C °: O F. / • o y o CI .4-,- • - 0 . 0 4= a) P AL / 0 v 17 n 3 ' C O U Cr Z i= N / / L � � W d y C L. C O° Z ca v H (r v L. 3 CO ep o1-- ¢ ` /` �Al i- II a Q ' V L N U v- c 0 ¢ l � N ° o O y W _ O F VA C d t --1 < a Ca- LI O O o 0 CA o J -- - -- v t � j S p / l (�� O D O v N < C +J ♦ J C E O O - 3 BUILD! ou�j FjdpiglfVr_ � W 0 m o ¢ RE 1 J) O t 1 z2 L. d v 0 PL IA T ' . c s ° 0 u.) CO 4 '. 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O o C Z `- 1111 v r ;tit 1 -J ° ° X > ° ° °1 + , Q' 1111 r. ; +i � � . 1i 1! ° F Q E E °, O o 6 C O co •y °' c ° 1 j 1 1 1 1i i +i +i +i i;i F : ;::•:: ; : ; : I 1 : 1 : : : +s . : s•s :•:1111 :•s s•: +s+: +r ; + :+; s s s • s 1 i +1 :1 :1;1 ;1 • 111 1 11 11 1- O N— ' y++ ° N C L.>_ _110 +i +• i � : :f U • .0 +• o C_C o E � '.c Q) W N lip-..:-.; 1 11 — � 1 Z _ ( � C N -- c C 0 +' 1:3- ey i1 —, i re et F-- 3 C O v C V 0 v 3 p adi a) ¢ CI Q 3 Y n �,,�v O 3v Ec v 3c � 0 Z 5 HZ o E c 0 J 1 f' - C o 0 10 o v O 2 • i O le =_, "- ° v'' N*' O E c c WZ m 2 Z p N c (p 3'' 3 0 O c Z¢ � � � O �' i t -� > = v s • 3 E v '- ' N E l l J l p ... N U - 0 W a ' ' v v ` a o r O 1- W O > . 1--- to a . a c 4' ° O> N y .� U N y i c 1- CV i 117 • c i • l ' � = OD ° ��J \ a F- W ro x W a. a, f- d a Cl_ a_ O a. 0 0 1 a) x Cr) Z VI C/7 (1) cn V) V) V) co x = 2 NOTE: This is NOT an original (stamped) document. Please refer to Section "450145516501850 Mull Instr & DP Charts" for the original. 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 ST5411CTURE. SEE MANUFACTURER MULLION INSTALLATION DETAILS. �`� ' PREPARED BY: ��` s "` J j 3. \v?� PRODUCT TECHNOLOGY CORP. . ). 1150 LOUISIANA AVE. O . V; 3 ,�11 y ccL` ? SUITE 6 ` h (, \T�• CA030053 WINTER PARK, FLORIDA 32789 � �� `� b-03 PHONE 407 622 -6334 / FAX 407 622 -6335 �; 03 l \ � e /rr` �na t E—(f) £0/9/ f • A08 - ic ilipma w La w CP W S • 1 07 FN 3 0 0 � n � -"- W N C U CO Q C ° O o++ O tj� W O N to L N =� Sa g =7-- X to N L. -0 ato CD 4, E L - 15 E o O C / BUttl3lhira YLh � t H ,:9 vFt. � u col ° — 3 ° o REVIEW FQ � W 9 C a a) ° E ) = o v KEEP T 'LHI`t ~ ;' �'� L o � ..__ MAY 2 , `� � 0. *- �O = co L (I) �. 1: Z 3 .- ,, I \� \ .� o x Bu & , aa i,i . o : W -0 _! _ L) v ° E ° ' _ v O �k �' nat�r� m a7 V c O Exa ,•" C Lc r_ 1 --,. - 3 --- C 0 ..... # � . ,. `v O CO z N.,„„.. v+ p m t r Q ... W N r.. 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C� re) d= in CO re) o E o E. ^ o _ Q) N N N C) —I—, Ca W = • U) V) V) V7 (1) ) V) M NO T E: This is Nor an original (stamped) document. Please refer to Section "450/455/650,850 Mu ll Instr DP Chart for the original. 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 STRUCTURE. SEE MANUFACTURER MULLION INSTALLATION DETAILS. pP91NF BUILDIN P X . PREPARED BY: PRODUCT TECHNOLOGY CORP. CODE I 1150 LOUISIANA AVE. SUITE 6 CA030053 suite) PLAN r,crr'�' WINTER PARK, FLORIDA 32789 r 1"� 0 " 12 -Feb-03 REviz PHONE 407 622 -6334 / FAX 407 622 -6335 Jy ?�r t t %';', / =::_1 fi 03-0217 COD - .KE EP THIS i'LAN ON i(J i Z003 • Building & Zoning ins :ec,tio l ;iv . -- ne mature Examiner Sid, _ l ,'1 1 V 2-7A11 f W 1 F o / \\ . • ,_ /rf J N i___ \ / _, .fir D .. on .4. . 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IIID ‘.. 0 CU 0 •• .,-.4 cl ric . ait . 0.) •4.- +4 C.) ,r.) cd 0 • • rn rA cr) f ., * E E kA ‘4.. 1, • •••1 -s- 73 I-E 73 cli • . +4 0 ra p ., P) ° RI ° ° v i--- • C-4...) • !mil Ci) - - r .....,,. • - - -- ( o 7•■■■4 i X 0 0 ;4 t4 1-0 8 • 2 rc . 0 v „..4 +. ••■■■1 • 4 : . . d ..... ..4 • ;m4 cid 7 r $=i4 P-1 vlii `-' •.. ...• ...:,_ ......_•.....t.• " 1-e-4 rn to as rn rcl 0 . - • - -- - ' ' -1-.) rn . • A 4 1-0 • 0 +4 ..Nof t 4) 0 . v- C,J > . u. 0 C■1 (1) ri 5 71 4. ' 0 1_0 ;..4 •v_ ti- 0 ti 0 2 1..‘ "4 "■t. 0 0 r .z a) a) wicJ 0 o . •,.. .. ,.. 44 • ,..4 cd rn N . • 0 , ,,,,, u „, cv ., , e•■•4 1 ...1 0 ,,, cs• as ci. at v4 c s 0 T■i 4 1) p N at c) ;11.4 -4.4 CD " • 11■4 (1) eal 0 cn 0 ‘.4 Ct ai imumm4 t... • ww4 (1) (1) 7:1 tio . bt r. C.) 'ima CD - ..4 0 0 0 cS ; • w-4 9. " CU e 1 Sal Cd Cd ° Ct . al — • - MI 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. V 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 10862 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. ' MULLION MUST BE ANCHORED TO SUBSTRATE WITH TWO 3/16 IN. DIA. TAPCON TYPE CONCRETE SCREW ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 1 -1/4 IN. MIN. EMBEDMENT INTO MASONRY OR CONCRETE. PREPARED BY: BUILDING PLANS EXAMINER PRODUCT & APPUCATION ENGINEERING, INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY CODE COMPLIANCE SUITE250 KEEP THIS PLAN ON ion CA020088 HEATHROW, FLORIDA 32746 30-Jan -2002 PHONE 407 805-0365 / FAX 407 805-0366 APR 1. 7 2002 02 -0125 Buildi g& o n Inspectiun IJ.tp T ; � . FLtiR ' Examiner S gna ure =.. License No. " n `? •` • ` 441 4 716 2 - ' '- :iTATE vF' • , -,,40:4„e ... . . . tom - ers J .,_ 7 , . Ml 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. V 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 & APPLICATION ENGINEERING, INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY SUITE 250 CODE COMPL.IANCE.._ - ;: :: ''''z1: x..;; CA020089 HEATHROW, FLORIDA 32746 KEEP THIS PLAN ON 1_4$ E NO- '. l : '` .� r� ' 31- Jan -2002 PHONE 407 805.0365 / FAX 407 805-0366 y s ' � �1 If 1 c 4 .. •..` a _ 4 02 -0125 APR 17 2002;, � :. Building & Zoning/isi ction j �1 al Examiner Si_nat'e f , 'J � . � \ ` . - License- No........ ._- It _1 t ■--° _ .. MI HOME PRODUCTS / BETTER -GILT H43 / H83 �-- HORIZONTAL MULLION DESIGN LOAD CAPACITIES CA990163 -A FOR EXTRUDED ALUMINUM TUBE MULLIONS H43 (#5767 FIN) & H83 (#5765 FLANGE) 07- Feb -2002 WHEN USED FOR MULLING A SINGLE TRANSOM 99 -0219 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 THIS CHART DO NOT CONSIDER ANY STRENGTH WHICH MAY BE OBTAINED FROM FRAME MEMBERS OF WINDOWS BELOW THE MULLION. • Dmax = U175 • MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION. • MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO 310 X 1 -1/2 SCREWS IN WOOD OR TWO 3 /18 IN DIA. X 1 -1/2 RAWL TAPPERS OR APPROVED EQUAL IN MASONRY OR CONCRETE. PREPARED BY: ,BUILDING PLANS EXAMINER PRODUCT £APPUCATION ENGINEERING, INC. REVIEWED FOR 250 INTERNATIONAL PARKWAY • CODE COMPLIANCE • SURE 250 KEEP THIS PLAN ON JOB HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 APR 1 7 2002 Building &Zoning s ctiun iiiv Jax. FL Examiner Ignature License No. 4 t F I c 11, ';,; 110 4 ;",92 ' ` , a� C .. _ ' 1 " •• e F r , -i ,. . .7'j --a2 MI 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 1/8 ") 05-Sep -2001 WHEN USED TO MULL FLANGE FRAME WINDOWS 98 -0924 Wow. wrH. > 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 = 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 DIAB 1 $6114.Te OR APPROVED EQUAL IN MASONRY OR CONCRETE. REVIEWED FOR PREPARED BY: CODE COMPLIANCE PRODUCT 8 APPLICATION ENGINEERING, INC. KEEP THIS PLAN ON JOB 250 INTERNATIONAL PARKWAY APR 1 7 ' . I^' i '‘'` ` SUITE 250 2002 ... r ! " ' HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 Building ZOnIIJ' t� ` 9 g nspect ion Div Jax ,�F1 • 2 : c • A Tti Examiner Signat're ,. Al E CF : "r License No. /s• i f • \ \ l • MI HOME PRODUCTS / BETTER -BILT H43 1 H83 HORIZONTAL MULLION DESIGN LOAD CAPACITIES CA990163 -A FOR EXTRUDED ALUMINUM TUBE MULLIONS H43 (#5767 FIN) & H83 (#5765 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 WOW. 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 1 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 THIS CHART 00 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 CUP NUMBER SECT5795 USING TWO 810 X 1 -1/2 SCREWS IN WOOD OR TWO 3/16 IN DIA. X 1-1/2 RAWL TAPPERS OR APPROVED EQUAL O I UMA ryt3 PREPARED BY REVIE w ED F PRODUCT 6 APPUCA7ION ENGINEERING, INC. CODE COMPT I r3 250 WIERNATIONAL PARKWAY SURE 250 KEEP THIS KA' 014 JOB HEATHROW, FLORIDA 32746 PHONE 407 805.03651 FAX 407 805-0366 APR 1 7 ry 2002 Building & Zoning n ection uiv -lax., FL. Examiner S LicenseN • .• • • Irs ` 0' : to, 4 7 t , . . MI HOME PRODUCTS / BETTER -BILT V43 " VERTICAL MULLION DESIGN LOAD CAPACITIES CA980582 -A FOR ALUMINUM V43 TUBE MULLION (DIE # 5766; APROX. SIZE: 1 5/8" X 2 1/8" X 1/8 ") 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 54.000 137.1 118.5 106.7 105.5 100.0 96.0 95.0 60.000 110.0 93.8 83.8 82.5 77.3 73.3 71.3 63.000 93.9 79.8 70.9 69.8 65.1 61.4 59.4 72.000 61.1 51.4 45.2 44.4 41.1 382 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 = L/175 * 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 6Y: CODE COMPLIANCE PRODUCT 8 APPUCATION ENGINEERING, INC. KEEP THIS PLAN ON JOB „........., * "' - `:.; 250 INTERNATIONAL PARKWAY 1 _ (` to An . r `,1 ` I SUITE 250 APR l 7 20 2 . ".- ..... • . HEATHROW, FLORIDA 32746 .. ' + 1 F i . ik, PHONE 407 805-0365 / FAX 407 805-0366 Building & Z np it kIn a Ion Div -Jax , ; k. - , 7 i ``. .% Exam I ner Sig nature •• � � \ r • �, License No. '; . 0.‘ . �, - F�jC (t v �.. •