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Permit 258 Magnolia Street,~ ~~ CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS -~~ ~- _ ' 800 Seminole Road 904-247-5800 Atlantipc Beach, Florida 32233-5445 _, Fax 904-247-5845 Date 30 PI/tGlt(~ 7,pOlP PERMIT # . Job Address ~~~ ~~ ~U ~f~~-- (~~i~ ~~~dt-'~~i` IS$IV~~D BY THE CITY ~~~ .- ~~~ ~~ II~ C ~n it ,I Permiee: t (i~^ ~~ P r y Telephone # 2~ ~ r S^4`f'(~ ~, ~: _ ____... 4 I U -- 2 0~ Permittee Address: $GtVt^~ Requesting Permission to Construct: Location: (Reference to Cross-Street) c~ C.P tc.~..dl ,~ c~ ~ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: N ;, Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) D Ferrell Gas Yes ( ) No ( ) ate: Comcast Yes { ) No Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach Florida partment of Transportation Standards and be pertormed under the supervision f ~-P~t ~ .e-~ (Contra to 's PrQqj ct Superintendent) located at J U Telephone #: 2 ~~ - S4~~v 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. _Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application 7. This permittee shall commence actual construction in good faith with ~ days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and ail loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of a aforesaid rights and privileges. 9. The Director of Publ' rks shall not ' d twenty-four (24) hours prior to starting work and again immediately up~ et'~n.// (~ /'1fA/A(CO Signed: Date: . ~~ Before me this day of Y11 ~4-Glti.i the County of Duval, N„~„, K. CUNNIN01111M State Of Flor' a, ers ally appeared ,.~:~"" ~'r~ ~~ P1~bNC . SMM d f101~ Notary Publi arge, fate of Florida, County of Duval. f ConrniNionE>~wF~bZS,Z010 My commission expires: ..~. Zf3 . t C7 s ~g"'' ~ ~ ~ Personally Known: or ~N 80nd~d A>M~1. Produced Identification: ~~_ -I~C~'17 ~ R.O.W. Permit Attachment ~_ of / R.O.W. Permit # ~ s'" issued 3 ~.~y5 „r ~~ for 2005 _At)antic Bea~h~e ~ f233 Owner'sOwner's Name: Property Address: Z ~ S ~' ~ D ~ ~....S Subdivision: Lot # /Block #: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 200~,~by Atlantic Beach, Florida, a municipal corporationpr nize an existing under the laws of the State of Florida, hereinafter referred to as "CITY" and (-/t ~ a ~ e ~ f of Atlantic Beach, Florida, hereinafter referred to as "USER". - WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of--Way/Easement permit numbers noted above (copies attached). D ~ ~ , This work is generally described as: ~ ~C~~ ~-/~ ~- ~ ti G~ IVeGc/~, Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be g ven by certified mail, eturn r ceipt eques d, to the following address: 1 s The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days a$er the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of--way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are herebynas/s~umed by the USER~~^ TIATFTI anti CT(;NFiI thic tom`'' tt``^tt.• riav of / " ''~ /, ~ ~ /tIY1(a5f /~X `~i ~~ CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: STATE OF FLORIDA COUNTY OF DUVAL On this ~ ~ day of / V L ~ -~ ~ 2 0~, p r ally appeared before me, a Notary Public in a d for said rCounty~and.p- .State, i ~ ~~ ~t the property owner of Z ~~ ~ "`~i ~c ~+ ~.. S ~iL.t~1, Atlantic Beach, Florida, know to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposesherein mentioJ.ied.~ Not in for said County and State ----- ~~„„,,,, K. CUMNINOlIAM ,;,r~. •, *, Nobry p~ibic . S1Me d Fbida ~ `,~, Condon Expyas Fab x,1010 ~~ Comn~tion # 00 5761! ,,. Bonded NNbnM ~. By: Page 2 of 2 vV' Property Owner (to be signed in presence of the otary) ~ t- ~ ~~ l~C~ 5 Cod-oC~S U Rick Carper, Public Works Director ~Y ~P ATLANTIC BEAC]S PUBLIC W~~~ D]EPA~ZTNdENT 1200 Sandpiper Lane Aslantic Beach, Florida 32233 (904)247-5834 (904)241-5843 Fax www,coab.us PLAl~ ~ AJ~W d. ~t~'dii~.8..~.i1~ A Pelrmi# Application # ~~I''~c~,(~~~ Property Address: ~~C-l 1 1" 1~~~~1~~,Q!/ Q > ~~~'~'~" Applicant: Project: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Reviewed by Rick Carper; P L., Public Works Director Sl~,nature Date Contractor Notified Date ^ Your application is approved as noted by the Public 'Works Department. Pinai appliaeadon appraval anus# come iFroasa the Bnaiding Department. ^ Your permit application has been reviewed by the Public Works Department and the following items need attention: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 PLUMBING PERMIT 3 . " . ,. :<LOCATIQrt INFORMATIOfi:ii 4 .x°. r' k t , , v Permit Number: 20928 Address: 258 MAGNOLIA STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FAMILY Lot(s):485 Block: 2 Section: Square Feet: Subdivision: SALTAIR SECTION 1 Est. Value: Parcel Number: Improv. Cost: Date Issued: 11/07/2000 Name: BERRY, MIKE Total Fees: 40.50 Address: 258 MAGNOLIA STREET Amount Paid: 40.50 ATLANTIC BEACH, FL 32233 Date Paid: 11/07/2000 Phone: (904)285 -4529 Work Desc : INSTALL PLUMBING .�- ,. _'�`' �, y , y �s` '4+ �^ n�„9Ns ,�v xE ' ¢at ._ `� y } .. '- ux.a•{?"'ei "a � i� 'v ,,. , CO NTRA.E OR(S -P t ": +: ash. t1, . . . .ar, " ;;;�, ' +� .a• . P w. ` .i FEW.? .rtr' o a.:. z ae `t PLUMB — MASTERS PERMIT 0.5 Ld ++ r ,.. +: : k 5 +<. UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $48.58 1.4 Date: 11/08/80 81 Receipt: 8607,26 CHECKS 2908 08188883221008 ATLANTIC BEACH ILDI EFT. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 25 /7�' - - -"ve,Gis OWNER OF PROPERTY: - TELEPHONE NO..2 5 -;7 S-' PLUMBING CONTRACTOR G1!s'16 CONTRACTOR'S ADDRESS: /?4 S":7/// 777j, STATE LICENSE NUMBER: G?t'C'e7,5--7/91 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE -PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS j BATH TUBS DISHWASHERS URINALS DISPOSALS / CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER / WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: 7 x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20901 Address: 258 MAGNOLIA STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: INCREASE Township: Range: Book: 10 Proposed Use: SINGLE FAMILY Lot(s):485 Block: 2 Section: Square Feet: Subdivision: SALTAIR SECTION 1 Est. Value: Parcel Number: Improv. Cost: r OWNER INFORMATION Date Issued: 11/01/2000 Name: BERRY, MIKE Total Fees: 51.50 Address: 258 MAGNOLIA STREET Amount Paid: 51.50 ATLANTIC BEACH, FL 32233 Date Paid: 11/01/2000 I Phone: (904)285-4529 Work Desc: ESS100AMPS-200AMPS1PH3W 240V ALUM - REMODEL,S.INCREASE AND AC CONTRACTOR(S) 71-- APPLICATION FEES ADVANCED ELECTRICAL CONTRACTOR , PERMIT 51.50 Inspections Required ROUGH ELECTRIC ' FINAL ELECTRIC 1 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION -1 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER _ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE UILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. NTIC BEAC BUILDIN T. Date: 11/01/00 01 Receipt: 00b7911 CHECKS 1 45 00100003221000 OCT - 31 -2000 04:2.2P TITTI / / 1 -0 TO: '32.413-482 J 1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH .n.++rrc •e.c*. nemse. !rare APPLICATION FOR MECHANICAL PERMIT c,,.�.w �,,,, IMPORTANT — Applicant to complete ell items in s I. ections ), 11, Iti, end P/. LOCATION s'"'" Ad&...: al w 14 4 6A) d L 1. Of leiaome" IltnaNNG � . : L. ,B .1...1 IL IOEN — To be completed by all epplicentx 4 eniai{.,.N .f y .,� J 1. •• •41P F SI I A. rw waY i c.W...6b, ... e... 1....1 L..«..r.. M i1. y j.4i...111, sad wed 4 .aaa�,.e. .EFEENI _Ar ..,4/4 111111111111111111111111111111111111 .�'jd! ' L___�5 m. SINERAL INPOAMATION A. Ltlq 6d. t�J.eife O. _ Oil - O V G dm .y a Gr toys wi s e.o ow s epMO ANN cos , �� 0 a l* eict NYE reNga or CoMMUCr k Odor +. Sim* tiWir Ns I11, •■1T 10 A IMA M M►' agi& w 1i1. la d �Mre r� stied el Ai. Imo) i1u � 1 trAir 01/0 011! 41011104 i O �C•Ad C. 0 tiler a 0 P4,1 Building N..11s 1Yai"'� --� 0 went Of %d aft wW_ O ,sir . ad, 13 � spy krf,� to meellaa Emma 0 CAW *eon Cyr __ 0 0101( — 4 0 14.1. r.rwlr.t N, ./ i,rlla..._ O. o...t..,.e,, uas *Ma bit o en ONLY . Q r"i'-- ..Iw.i..i [*..r.r! 0 Wired rommi wort 0 Sa 0 co .- ip'y 'fi t �. Sill......................-.. UPT All. SQUIPIMURNT aa. - smW,Cp, ifiea+sAaes Noodaoritheao a..siei.r '°"rr u.f„ caw a=f t� >iwr errq illaiNNaL fir. Sam CANNON' YANNI Ns, CITY OF ATLANTIC BEACH MECHANICAL PERMIT C 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL. 247 -5826 FAX: 247 -5877 — PERMIT INFORMATION _ LOCATIO N INFORMATION Address 258 MAGNOLIA STREET Permit Type: MECHANICAL Permi t Number: 20898 ' I T ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: 10 Proposed Use: SINGLE FAMILY ! Lot(s):485 Block: 2 Section: Square Feet: Subdivision: SALTAIR SECTION 1 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 11/01/2000 Name: BERRY, MIKE Total Fees: 47.00 1 Address: 258 MAGNOLIA STREET I Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/01/2000 Phone: (904)285- 4529 Work Desc: REPLACE HEAT PUMP AND AIR HANDLER CONTRACTOR(S) APPLICATION FEES ESTES HEAT AND AC, INC. r PERMIT InspectionsRequired — — — ROUGH MECHANICAL FINAL ii I I ' — _ I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a X47. @ 0 14 Tate: 11/02/00 01 Receipt; 40�YMS CHECKS 57b 00100013221000 A IC BEAC BUILDING DEPT. I CITY OF ATLANTIC BEACH, FLORIDA Approlwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL. INSPECTOR: DATE: (/ _ I 19406 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ,�- 3`a `I' 1 I /Li cier l%le r;� -r ELECTRICAL FIRM: MASTER ELECTRICIAN SI NjY NATURE 117- JOURMAM NAME 1 l ? Der ADDRESS: 2 :5 /J�J r ' 1 I 4 ‘ L � l�1Z ) Jt RFD BOX BLDG. SIZE BETWEEN: RES. (1il ZE APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( REW. ( 1 ADDITION ( ) TRAILER ) TEMP. ( 1 SIGNS ( ) SO. FT. SERVICE: NEW ( LI' INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS 69 COPPER ( 1, ALUM. ( / SWITCH OR BREAKER , 0 AMPS / PH 3 W .,- V OLT RACEWAY EXIST. SERV. SIZE / AMPS 1 PH 3 WI -1 M VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS 2-0 CONCEALED OPEN TOTAL RECEPTACLES ` CONCEALED _ OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES 1 INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT ( . � tG� 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA • NO. , KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE - EACH SIGN T ! T FORWARDED S TOTAL FEES UNIVERSAL ENGINEERING SCIENCES REPORT OF A GEOTECHNICAL EXPLORATION 258 MAGNOLIA STREET ATLANTIC BEACH, FLORIDA June 19, 2000 PROJECT NO. 90638-002-01 REPORT NO. 09197 Prepared For: Ms. Melanie Flowers Jax Apex Technology, Inc. P.O. Box 50368 Jacksonville Beach, Florida 32240 Prepared By: UNIVERSAL ENGINEERING SCIENCES 6950 Phillips Highway, Suite 1 Jacksonville, Florida 32216 (904) 296 -0757 CONSULTANTS: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspection OFFICES: Daytona Beach • Jacksonville • DeBary • St. Augustine • Orlando • Gainesvilles Fort Myers • Rockledge • West Palm Beach • Ocala • Tampa • Hollywood U N I V R S A L Offices In • Jacksonville r • Daytona Beach ENGINEERING SCIENCES • DeBary • Or Augustine " 16114111 Consultants In: Geotechnical Engineering • Environmental Sciences • • Orlando • Gainesville Construction Materials Testing • Threshold Inspection • Fort Myers • Rockledge • West Palm Beach • Ocala • Tampa • Hollywood June 16, 2000 Apex Technology P.O. Box 50368 Jacksonville, Florida 32240 Attention: Ms. Melanie Flowers Subject: Report of a Geotechnical Exploration Berry Residence 258 Magnolia Street Atlantic Beach, Florida UES Project No. 90638 - 002 -01 and Report No. 09197 Dear Ms. Flowers, As requested, Universal Engineering Sciences (UES) has completed a geotechnical exploration for the subject residence. In summary, the maximum wall Toads on the existing foundations may be increased to 1,200 PLF provided a safety factor of 2 and some settlement potential is acceptable. The following report outlines our understanding of the project, describes the field exploration and subsurface conditions encountered and provides our evaluation of the data obtained. PROJECT UNDERSTANDING Project information was provided by Ms. Melanie Flowers of Apex Technology. We understand the Berry Residence is located at 258 Magnolia Street in Atlantic Beach, Florida. The two -story wood frame structure is to be renovated. The structure is supported on a continuous perimeter footing that bears at a depth of 16 inches. We have assumed the footings are about 16 inches wide. Existing wall Toads are approximately 600 pounds per lineal foot (PLF). The proposed renovation will result in maximum wall loads of 1,200 PLF. FIELD EXPLORATION To explore the subsurface conditions within the area of the structure, two (2) soil test borings were drilled to depths of 20 feet each, respectively, below the existing ground surface. The soil test boring locations are shown on the attached Field Exploration Plan. These locations were selected by your office and established in the field by our personnel using tape measurements from existing landmarks such shown on the Site Plan furnished to us. These locations should be considered accurate only to the degree implied by the method of measurement used. Ground surface elevations at the boring locations were not established or provided. 6950 Phillips Highway, Suite 1 • Jacksonville, Florida 32216 • (904) 296 -0757 • FAX (904) 296 -0748 r UES Project No. 90638 - 002 -01 UES Report No. 09197 June 16, 2000 The attached Test Boring Records show the penetration resistances and present the soil descriptions for each test boring. The stratification lines and depth designations on the boring records represent the approximate boundary between soil types. In some instances, the transition between soil types may be gradual. A brief description of the exploratory drilling and sampling techniques used is presented in the attached Field and Laboratory Procedures section. LABORATORY TESTING Representative soil samples obtained during our field exploration were returned to our office and examined by a geotechnical engineer. The samples were visually classified in general accordance with ASTM D 2488 (Unified Soil Classification System). Two (2) percent fines content tests and two (2) organic content tests were conducted in the laboratory on representative soil samples obtained from the soil test borings to aid in classifying the soils and to help quantify the correlate engineering properties. The results of these tests are presented on the attached Boring Logs. A brief description of the laboratory test procedures used is presented in the attached Field and Laboratory Procedures section. Subsurface Conditions oRi General - The soil conditions outlined below the highlight the major subsurface stratification. The attached Boring Records should be consulted for a detailed description or of the soil conditions encountered at each location. When reviewing the boring records and the soil profile it should be understood that soil conditions may vary between boring locations. Beneath about 6 inches of topsoil, the borings encountered very loose to loose gray sand (SP) and sand with silt (SP -SM) to a depth of 3 to 4 feet. The lower 12 inches of this zone was somewhat organic (about 11 percent). Medium dense to loose brown to dark brown sands (SP) and sands with silt (SP -SM) were then penetrated to the boring termination depths of 20 feet. Groundwater - The groundwater level was measured at the boring locations at the time of drilling. The groundwater table was encountered at a depth ranging from 5.1 to 5.3 feet below the existing ground surface. Fluctuation in the observed groundwater levels should be expected due to seasonal climatic changes, construction activity, rainfall variations, surface water runoff, and other site specific factors. It should be noted the borings were performed during a relatively dry period and that the observed groundwater levels are most likely depressed below the normal range. r FoR UES Project No. 90638 - 002 -01 UES Report No. 09197 June 16, 2000 EVALUATION The following evaluation is based upon the previously presented project information and """ the structural conditions along the data obtained in this exploration. The field and laboratory data has been compared with previous performances of structures bearing on soils similar to those encountered at this site. If the structural information is incorrect, please contact us so that our recommendations can be reviewed. The discovery of any site and /or subsurface conditions during construction which deviates from the data obtained in this exploration should also be reported to us for our evaluation. Based on the width and bearing depth of the existing foundations we have estimated an ultimate bearing capacity of 1,950 PSF (or about 2600 PLF for the 16 inch wide footing). A safety factor of about 4.3 is associated with the existing 600 PLF wall Toad. By increasing the wall Toad to 1,200 PLF the safety factor will be reduced to about 2.2. We do not recommend exceeding a maximum wall load of 1,200 PLF. Because of the organic soils just below the foundations, some settlement of the structure should be anticipated, particularly when adding load to the existing foundation. Settlements on the order of 1 /2 to 3 /4 inches should be anticipated. A portion of this settlement may occur quickly following the application of the increased Toad. Some of the fa, settlement should occur over a period of years as the organic material decomposes and collapses. We have enjoyed assisting you and look forward to serving as your geotechnical consultant on the remainder of this project and other future project. If you have any questions, please contact us. Very truly yours, UNIVERSAL ENGINEERING SCIENCES, INC. Lewis E. Hay, P.E. e ey .Pruett, P.E. Chief Engineer Branch Manager PPP Registered, Florida No. 48098 Registered, F!orida No. 50775 Moo LEH /JSP /ag or, fo ATTACHMENTS BERRY RESIDENCE B2 MAGNOLIA STREET GEOTECHNICAL EXPLORATION ` BERRY RESIDENCE - 258 MAGNOLIA STREET ATLANTIC BEACH, FLORIDA 16140 BORING LOCATION PLAN DRAWN BY: LML DATE: 6I14IOO CHECKED BY: LCU DATE 6/14/00 UNIVERSAL GI I ENGINEERING SCIENCES SCALE: ORDER NO: REPORT NO: PAGE NO: NTS 90638-002-01 09197 A -1 r UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 90638- 002 -01 REPORT NO.: 09197 E� BORING LOG PAGE: A -2 PP PROJECT: BERRY RESIDENCE BORING DESIGNATION: B1 SHEET: 1 of 258 MAGNOLIA STREET SECTION: TOWNSHIP: RANGE: ATLANTIC BEACH, FLORIDA PP CLIENT: APEX TECHNOLOGY G.S. ELEVATION (ft): DATE STARTED: 6/9/00 LOCATION: SEE BORING LOCATION PLAN WATER TABLE (ft): 5.3 DATE FINISHED: 6/9/00 REMARKS: DATE OF READING: 6 /9 /00 DRILLED BY: UES NO EST. W.S.W.T. (ft): TYPE OF SAMPLING: ASTM D 1582 S S ATTERBERG A BLOWS N Y K ORG. ro DEPTH M M -200 MC LIMITS (FT') P PER 6" (BLOWS/ W.T. B DESCRIPTION ( %) ( %) (FT./ CONT. L INCREMENT FT.) O LL PI DAY) ( %) E L tril 0 " "" Very loose dark gray SAND with Silt (SP -SM) and Roots Very loose gray SAND with Silt (SP -SM) r 1 -2 -2 4 Very loose to loose gray SAND (SP) r Loose dark gray SAND with Silt (SP -SM) and many 7.0 - 10.8 ......6.... Roots 3 -3 -3 6 Medium dense to loose dark brown SAND (SP) M' 8 -6 5 11 5 ' '� 5 -8 -10 18 AM / R 6-9-16 25 ow i 8 -6 -5 11 4 !!h! 10 - - - 6 -4 -4 8 Medium dense brown SAND (SP) AP 15 1_ _ 5-5-9 -14 0 0 0 io 1- R 0 20 __2_- 8- 12___20_____ Z W Z D a w w m n rn WO g J CI Z E O m UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 90638 - 002 -01 REPORT NO.: 09197 16.40 BORING LOG PAGE: A -3 PROJECT: BERRY RESIDENCE BORING DESIGNATION: B2 SHEET: 1 of 1 258 MAGNOLIA STREET SECTION: TOWNSHIP: RANGE: ATLANTIC BEACH, FLORIDA PO CLIENT: APEX TECHNOLOGY G.S. ELEVATION (ft): DATE STARTED: 6/9/00 LOCATION: SEE BORING LOCATION PLAN WATER TABLE (ft): 5.1 DATE FINISHED: 6/9/00 pail REMARKS: DATE OF READING: 6/9/00 DRILLED BY: UES EST. W.S.W.T. (ft): TYPE OF SAMPLING: ASTM D 1582 S S ATTERBERG A BLOWS N Y K ORG. DEPTH M M -200 MC LIMITS P PER 6" (BLOWS/ W.T. B DESCRIPTION (%) ( %) (FT./ CONT. (FT L INCREMENT FT.) LL PI DAY) ( %) E L Afw 0 Very loose gray SAND with Silt (SP -SM) and Roots /r1 in upper zone mg i -3-5 1 -1 -1 2 Loose gray SAND (SP) 2 8 M Ific �� Medium d dense Rt dark gray SAND with Silt (SP -SM) 9.3 11.1 many 5 -6 -16 22 Very dense to medium dense dark brown SAND (SP) ear r� 16 -26 -31 57 10 -10 -12 22 mo / 9 -10 -12 22 wtwo i/ Loose brown SAND with Silt (SP -SM) 10 2 -3 -4 7 Igo Very loose brown SAND (SP) se 1 A1 15 - -1 -2,1 _ 3 lo p Medium dense brown SAND (SP) 0 o zz o mil o co III _ _248 12 - - 20 0 z W z D a 0 C w DI 0) rn EC) 0 0 0 J 0 Z _ 1411 2 r p UNIVERSAL KEY TO BORING LOGS \/ ENGINEERING SCIENCES PP • re SYMBOLS UNIFIED CLASSIFICATION SYSTEM !VS MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES Well— graded gravels and gravel —sand 22 Number of Blows of a CLEAN GW mixtures, little or no fines 14 0-lb Weight Falling 30 in. GRAVELS Required to Drive Standard GRAVELS GP Poorly graded gravels and gravel —sand Spoon One Foot S0X or more of mixtures. little or no lines o coarse fraction S • retained on GM Silty gravels, gravel —sand—eat mixtures WOR Weight of Drill Rods o "O �' GRAVELS 91: ` 1! : ~ FINES Clayey gravels, gravel—sand—cloy GC mixtures S Thin -Wall Shelby Tube di Undisturbed Sampler Used c d Well— graded sends and gravelly sands, ti .2 Z SW little or no fines "Oil CLEAN CLEAN S ANDS SANDS P ercent Core Recovery from 0 B Poorly graded sands and gravelly 907L y V 3 More than SOX SP sands, little or no fines Roc. Rock Core - Drilling Operations of coarse fraction passes No. 4 sieve SANDS SM Silty sands, sand —silt mixtures WITH Sample Taken at this Level FINES SC Clayey sands, land —cloy mixtures Inorganic silts, very fine sands. rock Sample Not Taken at this Level ML flour, aaty or doyey fine sands fdP SILTS AND CLAYS Inorganic clays of low to medium Change In Soil Strata LiQuid Iknit CL plasticity, gravelly days, sandy clays, t o a a SOX or less saty days, lean days Q Seasonal High Groundwater g p � Organic silts and organic silty clays Level Q ° 0 01 of low plasticity W t 'n 5k M Inorganic silts. micaceous or diatom — V Free Groundwater Level aeeous fine Clones or eats, elastic silt, I ' d Inorganic day, or high plasticity, Z SILTS AND CLAYS at day, limit greater than SOX OH 9 y high Organic clays o! medium to hi plasticity PT Peat. muck and other highly organic soils Alfla • Based on the material passing the 3 —in. (75 mm) sieve. RELATIVE DENSITY s „ (sand -silt) Very Loose - Less Than 4 Blows /Ft. PLASTICITY CHART Loose - 4 to 10 Blows /Ft. Medium - 10 to 30 Blows /Ft. "' Dense - 30 to 50 Blows /Ft. BO � , Very Dense - More Than 50 Blows /Ft. ' So S Arr Aso 40 CONSISTENCY i AME. 30 (clay) F 20 ,� ',•• Very Soft - Less than 2 Blows /Ft. Soft - 2 to 4 Blows /Ft. 10 Alliffintliiii Medium - 4 to 8 Blows /Ft. 7 , :;•c • lr:. Mt. • a Stiff - 8 to 15 Blows /Ft. 0 •+ Very Stiff - 15 to 30 Blows /Ft. 0 10 20 30 40 50 60 70 60 90 100 Hard - More Than 30 Blows /Ft. UQUID UMIT (LL) 4 Field and Laboratory Procedures Field Procedures - Standard Penetration Test Borings - The penetration borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split - Barrel Sampling of Soils ". The borings were advanced by rotary drilling techniques using a circulating bentonite fluid for borehole flushing and stability. At 2 1 /2 to Ifs 5 foot intervals, the drilling tools were removed from the borehole and a split - barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N- value ". This value is an index to several in -place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or Tess if in hard rock -like material), the sampler was retrieved from the borehole and representative samples of the material within the split - barrel were placed in glass jars and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. Laboratory Procedures - Organic Loss on Ignition (Percent Organics) - The organic loss on ignition or percent organic material in the sample tested was determined in general accordance with ASTM D 2974. The percent organics is the material, expressed as a percentage, which is burned off in a muffle furnace at 550° Celsius. Percent Fines Content The percent fines or material passing the No. 200 mesh sieve of the sample tested was determined in general accordance with the latest revision of ASTM D 1140. The percent fines are the soil particles in the silt and clay size range. IMPORTANT INFORMATION ABOUT YOUR VW GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor. As troublesome as overall subsurface conditions, their likely reaction to subsurface problems can be, their frequency and extent proposed construction activity, and appropriate founda- have been lessened considerably in recent years, due in tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified, and no subsurface exploration program, no me The following suggestions and observations are offered matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- to help you reduce the geotechnical- related delays, cost - overruns and other costly headaches that can vials may be far more gradual or abrupt than a report occur during a construction project. indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING impact. For this reason, most experienced owners retain their REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage, to iden- tify variances, conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed, and to recommend solutions to- problems A geotechnical engineering report is based on a subsur- encountered on site. face exploration plan designed to incorporate a unique set of project - specific factors. These typically iridude: SUBSURFACE CONDITIONS the general nature of the structure involved, its size and CAN CHANGE configuration; the location of the structure on the site and its orientation; physical concomitants such as Subsurface conditions may be modified by constantly- access roads, parking lots, and underground utilities, changing natural forces. Because a geotechnical engi- and the level of additional risk which the client assumed neering report is based on conditions which existed at MP by virtue of limitations imposed upon the exploratory the time of subsurface exploration, construction decisions program. 'lb help avoid costly problems, consult the should not be based on a geotechnical engineering report whose geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise, your geotechnical engineering report should not natural events such as floods, earthquakes or ground be used: water fluctuations may also affect subsurface conditions • When the nature of the proposed structure is and, thus, the continuing adequacy of a geotechnical changed, for example, if an office building will be report. The geotechnical engineer should be kept erected instead of a parking garage, or if a refriger- apprised of any such events, and should be consulted to ated warehouse will be built instead of an unre- determine if additional tests are necessary. frigerated one; • when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE structure is altered; PERFORMED FOR SPECIFIC PURPOSES • when the location or orientation of the proposed structure is modified; AND PERSONS in • when there is a change of ownership, or Geotechnical engineers' reports are prepared to meet • for application to an adjacent site. the specific needs of specific individuals. A report pre - Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- which may develop if they are not consulted after factors consid quate for a construction contractor, or even some other ered in their report's development have changed. consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the dient involved and expressly for purposes indicated by the dient. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose, or by the dient ARE PROFESSIONAL ESTIMATES for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical only at those points where samples are taken, when engineer. No person should apply this report for any purpose they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. il ' ' �1 i ](Ij t o F � a�l1l tn k^ Qp !!' iR ('. 1 � 81 A 1' •� � 1 D as i ! �E .. i � • � �� 5i ' NNN NNN t (I •r z," .,'"c . W W W NN NO'O'CA O.' O� � �� ,��+a„ 13 i'..,",,,'4'. 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AWN o o 0°- o� o� o� o� a c a �, a y A C MI ' ro y ao r- 0 0 G �O V O� OO w N G�i � � G a0 � ' r Mrf O to 0 O o - w Q' p n' cD yOrD �� y A 0 m CD r rD D O�2 • O = • r �ro A Nf 00� ~ N Hb� 0n�, ''CJ y r•h rnAN �' O r • h o • z,.,.2., z, " )` r7D ` X X A 0 \ y, X X X NO NOO ( 6‘`' A 3 O M r H X X X O a ,_ M X X X X X fD "'� ,. �? • ,r. W W W N "'+ LU A W W N W W W W N y z. • n n CD ]� ' C A rn o rt o A oo rn rn= A 00 ON 0\ pN QN o' * O 0 n m rD ' ptT1 Ar T m� s1 0., O'' p y n � ' �, Y O „ Z `t] cn a p• 1 0 4 i rra N L7 7C' • Q' O'' ' � � AS S z.• ^� o aye', v 0 C p ' 2'. w c � 0 C w 1p O O� W N -� p '17i ti a W N O W N N —• 0 n tw M - 5: Z O 0 r. O Cr' pn 'E' v nrD cit. • 61 N y '7 `C O p, .-- k � VWW '�' =r, � ANV VI AWNN � O fD ti �' i' f -•, N Vi n n O W N O U O W V m a. y N '7" �!€ 00Q S ro 00N0 n Oo000 a , '1 •, . Ovlo S tnOMV S O k ima di tr s ''',1 r ",'' q!' , 4,.. ;1 '�` r� z ,swx. , < "t� � z.�t�k,k~'� , Ls ,. 0 .t S- +� ` .gyp z " „ �� :::,!, -4-g ii,m ;,-f . , ,,,, „,„ ' ''''. -7 1 '''11: ' : ' : '''::: '''''', ',', '.. ' ''''' ':. ' ''''':::1'::'' i : ' '' '''''. ' E11.1:% '''l ::: '`eft ! ci. "Sl '$ ,. - ' �� * r ill +a .r � C ._ 11 1 7 j a 1- N X 4 �' � € fi e . . ,. Y 4} I 1 V'X 1 1 �. ii i U x 4 z:. ,�d.L�u€ E' wsn a z � a ,,. ?:SAS. .., CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247-5826 - FAX: 247-5877 dATION INFORMATION — ----- Permit Number: 20525 ( Ado:Ire 258 MAGNOLIA STREET Permit Type: REMODELING Class of Work: ADDITION Proposed Use: SINGLE FAMILY TownshipA: Range: Book: 10 I / Lot(s):485 TLANTIC BEACH, FL 32233 Block: 2 Section: Square Feet: i Subdivision: SALTAIR SECTION 1 Est. Value: __ Parcel Number: Improv. Cost: 163,380.00 _ ,_______ __ OVVNER INFORMATION Date Issued: 8/23/2000 1 Total Fees: 978.00 Address: 258 MAGNOLIA STREET I_ Amount Paid: 978.00 ATLANTIC BEACH, FL 32233 _ Date Paid: 8/23/2000 Phone: (904)285-4529 _ _ _Work Desc: REMODEL EXISTING RESIDENCE TO - TWO-STOR - Y --- — — ------ --------- tONTRACTrollt St JANTES4- SONTEWILDERS, INC. APPLICATION FEES 1 In_spections Required ----- TREE BARRICADE-S l FINAL BUILDING INSULATION _ NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ___ _ __ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ _ _ _ _ _ i TIC B CH :U1 f. $978.00 1 Date: 9/25/00 01 Receipt: U1911, CHECKS 00100003221000 77 — ----- + ,t 1,3.L.L 0 Y (.T BOUNDARY �.7 U Y.G I _, LOT BLOCK �- �° � A � �.� kJ SHOWN ON MAP OF I AS RECORDED IN PLAT 8Q0K 10 PAGES 8 OF THE PUBLIC RECORDS OF DUVAL q)UNTY, IZ.ORIDA CER 11F /ED FOR; L_.. _ a £ I is-ese._. f..,....• .1. Rs. _ o rte,, • am. ,4 � dir. _ t J - rs. f s..., c . ��.�-,. i to .._J . H O 10-1 A IL. Lj S ht 8. P' P + it 1 •••A 1 f • Q. --- .,..Y...._. . 4-8 4-- +a 7- % 7 O , co o , ' a. - \)‘'.-1 o 0 .1.,. � 1 . S Z8, 3 • 0 ' • i . e ............„)? S 0 A 8 1 Z �r� r - 'S- r Y. Ca. I / ; �.q 4— on 0 k o B 4) y ,_,.. .' I a.g 17-.7- - 1.a- � .' 0■53. ' , � %' z5o. o d . 4 i ( IA r m s 9 20a NA' •d.c., ►._t C:, L... ! r4. • T: , Ch,, 0. Atia, is Beach ( a—li.-1 1 ' A , C 6-J1 d_Q_Q, -c_ MUD UNLESS EMBOSSED K 7H SEAL OF j UNDERSIGNED. + THE PROPERTY SHOWN HEREON APPEARS TO LIE W1THIN FL00D HAZARD ZONE X AS SG, LED FROM FLOOD NSURANCE RATE MAP_ c';.). 1 FOR THE CITY OF .. •,-• „- Fr nRlna ne 7 - • xq DEPARTMENT OF BUILDING 4 2 1� 7 . _ CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. ii. k, ,(; ( ; PE RMIT TO BUILD ' j'" `i �� 1 THIS PERMIT MUST BE POSTED ON JOB , V ': &, / { 1 / Date 2 / 11 19 °C 17',4; Valuation $ Plumbin Fee $ 9. 01 This permit not valid until above fee has been paid to City Treasurer, and Is subject to revocation for violation of applicable provisions of law. This is to certify that Fred Fair Plumbing Co. has permission to4MIA inatial 1 sink.2 lavata*ves , 2 bath tubs ,1 water h - heater, 1 dishwasher,1 disposal, 1 washing machine. Classification residential Zone Owned by Grenvii 1 e mid Meuse Coast. Co. Lot Bloch S/D House No 258 Magnolia Street According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS 4 AND FOOTINGS MUST BE IN- ii SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE �_� • ► 0 Building material, rubbish and debris Zi from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. Bill M. Davis Building Official. FOR OFFICE PERMIT DATE CONTRACTOR l i USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER i 42 DEPARTMENT OF BUILDING PERMIT NO CITY OF ATLANTIC BEACH, FL' RID PERMIT T� POSTED ON JOB Da THIS PERMIT MUST 2�6 19 X30 �� [ Fee $ : r [I. _ Valuation Y- �' ` T and is been paid to City of law, �` 3�ru This permit not valid until above fee has been P rovisions d t p a�a. I vocation for violation of applicable $ subject ton � COriSt . Co. a R �,; t,; M. s t us (`his is to certify tha -- G 4 1/'', i a a 4 •f v �„ iw,, r* A� a ', has Permission to buil . - � _, I submitted • , ne Classificatio Reuse �nst • Sub Grenville and s/D Salt A3 • Owned by Bloc' Lo oli at�eet House No ' to approved plans which are part of this permit CONCRETE FORMS Ns According AND FOOTINGS 4 SPECTED BEFORE R MONTHS PERMIT VOID it AFTER DATE OF ISSUE 7g rubbish and debris p Building material, laced in - -► Z from this work must t be p ared hi up ---► ' a n d h space, d w by either contractor y and hauled or owner- 4 CONTRACTOR p FOR OFFICE PERM j MB u'T DATE USE ONLY ■ I PLUMBING i 1 ELECTRICA SEWER WATER IIIIIIIMNIIIIIIII ---------- \ Date . ems_.. :_;d ....._ Permit #: " 7 ..Fes $.2411..... CITY OF ATLANTIC BEACH r,_. Valuation j1 : FLORIDA gore.. ,? . z'} -- �....�... APPLICATION FOR BUILDING PERMIT .......... ..?&S Application is hereby made for the approval of the detailed abatement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub- contractors be pbmitted to this office so that licenses can be verified. �/ , Date. ii , - •�-C� Owner.... . .... . , '(,v A ddress :- C . . :.. L.7 Telephone No..- "i` TIP/ Architect m Address `l . is., X.:.. .:. Telephone No. Contractor Builder 4l • v t,,, Address T No... . Lot No g Block No. Sub Division Telephone �- / �lg L �-- .Zone - -- W21 _ - / r Street Side Between / (� Type of construction. .lCl .p ,� L and St„ Valuatio $.!.2, ' -o-©, For what purpose will building be used ..l -i.m -., . Dimensions of Building......ri ., 5 -- v Dimensions of Lot f ---44 dv Elise of Footings./(' X 10 Sire of Piers Size 44, e of Sills Greatest Sill Span in ft. Type Roof. .. / How will Building be Heated? r , Will Building be on Solid or Filled Ground?.. .. Size of Ceiling Joists - tk G , Distance on Centers .? c� s. 1. / ,�"� , Greatest Spa- ...... Size of Floor Joists , Distance on Centers , Greatest Span Size of Rafters P ,17 L , Distance on Centers , ?' `t , Greatest Span. /' C This rectangle g or represent the lot. the Lo bbaaiil gla1 ht Lion. Give distance in feet from D lot• and esL buil dings. Two copies of p lans and specification. shall REAR LOT LINE be submitted with application. 1.,, .� -1.,, f /7 2 ,74-- Inspections required. .A ►i 2.8 G� ti la 1. When steel in place and ready to pour footing. 1 2. When steel is in place and ready to pour column ell4Pkr*.t4ATI.AN TIC BEACH 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed, and ready to cover n t r' t' ' 1 L ? i 6. When septic tank drain field or sewer is laid but before t t ip co ; : 1,'.% J A ra O m 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any refection, re- inspection MUST be called f :i IA corrections are made. r gi 1,/../fI. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance- with the building regulations of the Citytic ..„"),,,,,,,,, Signature of Builder.. _ .._ ...._. .............. Address 1� Signature of Owner Address CITY OF ATLANTYC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM 10 BUILDING PAN • ' 1. Building location: , ' d o"' o 2. The attached plan for the above building is approved subject to meeting the following applicable construciton requirements: Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one -story buildings and three 5/8" deformed reinforcing rods for two -story buildings. Reinforcing rods shall be placed in the lower one -third of the footings, properly placed and fastened on metal cables with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. In hollow masonry unit construction, each unit cell shall be reinforced with at least on No. 4 bar at all corners, poured and tamped with concrete; such rein- forcing shall be properly tied into the footing and spandral beam. c. A11 wood truss rafters (roof construciton), shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one - family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outer wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate hares shall not be constructed within close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from any other similar dwelling. e. The final connection between the house plumbing . .• and the - service connection (at the property line) must be • -, :. by the • . -fore •-..$ covered. c/ AT: i The undersigned hereby certifies that he has read the above and understands that this addendun takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. ( a.,...„- _...„., Contractor er 4/0' CITY OF ATLANTIC BEACH APPLICATION FCR PLUMBING PERMIT • Date 2/6/80 Location 258 Magnolia Street PluMbing Firm Master Plunber City/County Occupational License No. 6 State Certificate No. Builder or Contractor Grenville and Meuse Const. Co. Type of Building s/f Dwelling / SINKS SHCWERS LAVATOPY WATER HEATERS 2, BATH TUBS / DISHWASHERS URINALS / DISPOSALS caoszurs / WASHING WsCHINE FICOR DRAINS • OTHER TGLAL COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MDST RDCENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY OF ATLANTIC BEACH p o WATER A . CC NECTION CF DU DATE 9 /6/An LOCATION 258 Magnolia Street OWNER Grenville and Meuse Const. Co. PLUMBING FIRM MASTER PLUMBER A ' BUILDER OR CONTRACTOR Grenvolle and Meuse Const. Co. TYPE OF BUILDING s/f Dewlling residential „2,, BATHROOM GROUP CONSISTING OF SHOWER STAID,, DOMESTIC (2 units) WATER CIASET LAVATORY & BATHTUB OR SHC WER (6 units) /0.° SHOWER GROUPS PER HEAD (3 units) BATHTUB (WITH OR WITHOUT OVER SURGEOND SINK (3 units) HEAD SHOWER) (2 units) FLUSHING RIM SINK (8 units) BIDET (3 units) SERVICE SINK TRAP STAND (3 units) CaMBINATION SINK AND TRAY (3 units) POT, SCALLERY SINK (4 units) COMBINATION SINK AND TRAY W/FOOD DIS. (4 units) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8 units) DENTAL UNIT OR CUSPIDOR (1 unit) URINAL, WALL LIP (4 units) DENTAL LAVATORY (1 unit) URINAL STALL, WASHOUT (4 units) DIKING FOUNTAIN (1/2 unit) URINAL TROUGH EACH 2 -FT. SECTION / DISHWASHER (2 units) D 0 D (2 units) FLOOR DRAINS (1 unit) /WASHING MACHINE RES. (3 units) 30 °n V' KITCHEN SINK (2 units) WASH SINK EACH SET OF FACET / KITCHEN SINK W/FOOD WASTE GRINDER (2 units) (3 units) 3 " U WATER CLOSET, TANK OP (4 units) VATORY Cl unit) WATER CLOSETS, VALVE OP (8 units) LAVATORY, BARBER, BEAUTY PARLOR LAUNDRY TRAY (2 units) (2 units) LAVATORY, SURGEONDS (2 units) a a ' ON a- alai SSS 1aavt ✓N II i r G41a1/YL 1 ld CE LLS W ' ON INf10001/ ITV TuS NOISIAIQHf1S ma's 6 1101 ... ETTouSEN 85Z 'ON ,LS zal-E'M •q•suo0 00 i + 00'58 30 X1-1~3 NI - 1LfD ( s) ZINfl . . . . 2103 SSS21aav ONINK IQ3 SH.L S6' NI -IfID 21:1LVM any i7 / £ 2103 aavw autiau SI NOLIF rIadrd NI -103 21S:LFiM 2103 NOILLVOI'IddV 1 - 10 OIJMTLLY 30 LLI0 • AMP SHD I iTG BO M RY StraVEY OF LOT 44:1 E ,OCFf _ --- AS SHOWN ON ,hfAP OF ,m, T �2 .., '---.' a.c._...z- go �.,i LJo . .... AS RECORDED IN PLAT BOOK, /0 PACES 8 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER 77F1ED FOR: C._ - a wN. i a• - c._ 611...L. .J re.. ' 1 ,a.0 c e , -F. ti..1 .. - c tom, 06 .31111 _ •.,,.I . 1 G i.� Ad C) S t.7e7p. im' + eS�'S f . ,Ga.. 46 4-- A-s z .. Lam.._ „ ^ --�1 Ol t Q y \DC)ti. d o 09 Is . - i Z.8.3 ' N . e . 8 • r. 1 11 ...--- A 8 1 S-r Y, d. 1i; .4.-ei 4 - r.Jo . 7...5C5 M k� _ ■ 1 1/ .. 0 1 • ______ . - :o- - 4,______, () Cat €':3aeTr} �" Sand 7o.-ti,-;;; t 4 I , d ,,, 6)\:.t.,d 06 • T VALID UNLESS EMBOSSED KITH SEAL OF j UNDERSIGNED. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE _ K' = A S S,f FROAI FLOOD INSURANCE RATE MAP -'c.X> i FOR THE CI TY OF .. ._ t7 name MI nil s� / N • M CITY OF ATLANTIC BEACH F:xcure Unic Worksheet far Water ILpacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE H EACIi ATER FIXTURE UNIT INSTALLED W E CONNECTED OF WATER DF.'!;ND FOR SYCH W SUPPLY AND CONNECT TO THE CITY WAT °R PER FIXTURE UNIT CONNECTEDCTORT IS Y HEREBY TWENTY DOLTaF.S ` BATHROOM GROUP CONSISTING OF WATER CLOSET. LAVATORY & BATH SERVICE SINK TRAP STAND TUB OR SHOWER STALL (6) (8) v WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (a ) BATHTUB /SHOWER (2) URINAL WALL LIP (4) SHOWER CROUP PER HEAD (3) FLOOR DRAIN (:) SHOWER STALL DOMESTIC (2) LAUNDRY .,_,Y (2) LAVATORY (1) COMBINATION SINK AND ;Y (3) WASHING !MACHINE (3) PCT, SCULLERY SINK C.= D I SHWAS HER (2) WASH SINK EACH SET CF 7CITCHEH SINK (2) FAUCETS (2) DENTAL LAVATORY (I) KITC3E31 SINK WITH WASTE GRINDER (3) DENTAL UNIT CR CUSPIDOR (1) BIDET (2) URINAL STALL, WASHOUT ( FLUSHING RIM SINK (8) COMBINATION SIN;{ AND TRAY WITH L 1 FCCD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY SHOP (2) ICE MAKER (1/2) • • SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT 4 OGT ( ) TOTAL FIXTURE UNITS 0 $20.00 EACH $ o? 00. (Xj JOB INFORMATION 9. .- 1 0 MAC L( S r. 2 ` ,tL/� 4 ,91)/ IOA� RIGHT -J LOAD AND EQUIPMENT SUMMARY 8/6/00 For: Berry Residence By: Michael Locke Job #: Wthr : Jacksonville AP FL Zone : Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 30 Deg F Outside db: 94 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel. Hum. : 55 % Grains Water 42 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 48391 Btuh Structure 41160 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 48391 Btuh Use Mfg. Data n Rate /Swing Mult. 1.00 Total Sens Equip Load 41160 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 0 Internal Gains 1380 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 7125 Btuh Area (sq.ft.) 2334 2334 Tot Latent Equip Load 8505 Btuh Volume (cu.ft.) 18672 18672 Air Changes /Hour 1.2 0.8 Total Equip Load 49665 Btuh Equivalent CFM 374 249 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Heat Pump Type Heat Pump Efficiency / HSPF 0.0 COP /EER /SEER 0.0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1969 CFM Actual Cooling Fan 1969 CFM Htg Air Flow Factor 0.041 CFM /Btuh Clg Air Flow Factor 0.048 CFM /Btuh Space Thermostat Heat /Cool Load Sens Heat Ratio 83 MANUAL J: 7th Ed. RIGHT -J: V1.73 TR3371 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT -J CALCULATION PROCEDURES A,B,C,D Job #: 8/6/00 Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC /HR x 18672 Cu.Ft. x 0.0167 374 CFM 2. Winter Infiltration Btuh 1.1 x 374 CFM x 40 Winter TD = 16464 Btuh I 3. Winter Infiltration HTM 1 16464 Btuh / 489 Total Window = 33.7 HTM 1 1 e & Door Area 1 Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.8 AC /HR x 18672 Cu.Ft. x 0.0167 249 CFM 2. Summer Infiltration Btuh 1.1 x 249 CFM x 19 Summer TD = 5214 Btuh 3. Summer Infiltration HTM 5214 Btuh / 489 Total Window = 10.7 HTM & Door Area Procedure C - Latent Infiltration Gain 1 0.68 x 42 gr.diff. x 249 CFM = 7125 Btuh 1 Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x 19 Summer TD = 0 Btuh Sensible Load for Structure (Line 19) + 41160 Btuh Sum of Ventilation and Structure Loads = 41160 Btuh Rating and Temperature Swing Multiplie x 1.00 RSM Equipment Sizing Load - Sensible + 41160 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 42 gr.diff. = 0 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C + 7125 Btuh Equipment Sizing Load - Latent = 8505 Btuh *Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RIGHT -J: V1.73 TR3371 Printout certified by ACCA to meet all requirements of Manual Form J Job #: Zone: Entire House 8/6/00 MANUAL J: 7th Ed. - - -- RIGHT -J: V1.73 - - -- TR3371 - -- Page 1 - - -- 11 Name of Room 1 Entire House Entire House 21 Running Ft. Exposed Wall 1 170.0 Ft. 170.0 Ft. 31 Room Dimensions, Ft. 1 233.4 x 10.0 Ft. 41 Ceilngs,Ft 1 Condit. Option) 8.0 1 8.0 1 heat /cool TYPE OF 1 ICSTI HTM ) Area 1 Btuh Area 1 Btuh EXPOSURE 1 INO.1Htg IClg ILength' Htg 1 Clg Length) Htg 1 Clg 5 Gross a 12H 2.4 1.4 2890 * * ** * * ** 2890 * * ** * * ** Exposed b 13C 1.8 1.3 0 * * ** * * ** 0 * * ** * * ** Walls and c 15B 3.0 0.0 0 * * ** * * ** 0 * * ** * * ** Partitions d 13Q 0.0 1.1 0 * * ** * * ** 0 * * ** * * ** e 0.0 0.0 0 * * ** * * ** 0 * * ** * * ** f 0.0 0.0 0 * * ** * * ** 0 * * ** * * ** 61 Windows a 3C 29.0 ** 435 12615 * * ** 435 12615 * * ** 1t' & Glass b 3A 22.0 ** 0 0 * * ** 0 0 * * ** 1 Doors Htg. c 2C 26.0 ** 0 0 * * ** 0 0 * * ** d 0.0 ** 0 0 * * ** 0 0 * * ** e 0.0 ** 0 0 * * ** 0 0 * * ** f 0.0 ** 0 0 * * ** 0 0 * * ** 7 Windows North 23.0 76 * * ** 1748 76 * * ** 1748 & Glass NE &NW 0.0 0 * * ** 0 0 * * ** 0 Doors Clg. E &W 72.0 227 * * ** 16344 227 * * ** 16344 SE &SW 0.0 0 * * ** 0 0 * * ** 0 South 38.0 132 * * ** 5016 132 * * ** 5016 Horz 0.0 0 * * ** 0 0 * * ** 0 8 Othr doors IaI10Al22.4112.7 541 12101 683 541 12101 683 Ib111Al23.6113.3 01 01 0 01 01 0 9 Net a 12H 2.4 1.4 2401 5762 3256 2401 5762 3256 Exposed b 13C 1.8 1.3 0 0 0 0 0 0 Walls and c 15B 3.0 0.0 0 0 0 0 0 0 Partitions d 13Q 0.0 1.1 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 101 Ceilings Ial16G1 1.31 1.4 13531 17861 1920 13531 17861 1920 1b116D1 2.11 2.3 01 01 0 01 01 0 1c1 1 0.01 0.0 01 01 0 01 01 0 111 Floors Ia122A132.41 0.0 1701 55081 0 1701 55081 0 1b120B1 3.21 1.2 2021 6461 238 2021 6461 238 Icl 1 0.01 0.0 01 01 0 01 01 0 121 Infiltration a 133.7110.7 4891 164641 5214 4891 164641 5214 131Subtot Btuh Loss=6 +8.. +11 +12 * * ** 1 439921 * * ** * * ** 1 439921 * * ** 141 Duct Btuh Loss 10% 43991 * * ** 10 %1 43991 * * ** 151 Total Btuh Loss = 13 +14 * * ** 1 483911 * * ** * * ** 1 483911 * * ** 16 Int. Gains: People @ 300 6 * * ** 1800 6 * * ** 1800 Appl. @ 1200 1 * * ** 1200 1 * * ** 1200 17 Subtot RSH Gain= 7 +8.. +12 +16 * * ** * * ** 37418 * * ** * * ** 37418 18 Duct Btuh Gain 10% * * ** 3742 10% * * ** 3742 19 Total RSH Gain = 17 +18 * * ** * * ** 41160 * * ** * * ** 41160 20 CFM Air Required * * ** 1969 1969 * * ** 1969 1969 - -- Printout certified by ACCA to meet all requirements of Manual Form J -- MANUAL J: 7th Ed. RIGHT -J: V1.73 TR3371 RIGHT -J WINDOW DATA Job #: 8/6/00 W S D W G L S S O N A S 0 0 W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L GC R R G T A A W L Z E M D G Z L O X Y T M R R Entire House a n w a c n n n n 2 90 1.0 2.5 0.5 6.7 72.0 79.0 0.0 a n e a c n n n n 2 90 1.0 0.0 0.0 1.0 72.0 148. 0.0 a n s a c n n n n 2 90 1.0 0.0 0.0 1.0 38.0 132. 0.0 a n n a c n n n n 2 90 1.0 0.0 0.0 1.0 23.0 76.0 0.0 JAMES & S0N BUILDERS INC_ ♦ *♦ 430 9TH AVE N.. • JACKSONVILLE BCH. FLA.,32250 Phone 249 5615 • Fax 249 5635 CRC 049143 DATE; 7/26/00 TO;CITY OF ATLANTIC BEACH, FLORIDA JAMES & SON BUILDERS INC. WILL NOT REMOVE ANY TREES AT 258 MAGNOLIA ST. THE BERRY RESIDENCE. THANK YOU ,..40 /'-:/'mi f L • I CHAEL SC • " City o1 AUafl is Beach Building and Zoning _. CITY OF ATLANTIC REACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, D MOLI . ONS Owner (s) : 1 . ,,,,,d.,--- .� A - Job Address: 2,(37(3 li7a 1�,r,914• Phone: Zb Lot # U Block or Unit # 2_ Sub ivision: � /rQ, � Se oy , Contractor: J,..5- V Sdi ) 4) ••eVT P ctate License #cee 0 Address y � : `e- Phone No ?V9 ! e ij 7.c; A ` (. City J if Ci 1 State F/ Zip Code 32 Zsc) Describe work to be done: %/.4 5ri0k. c. 100 r f r d fwd 5 d 0 y Present use of building: /fe, / - _sta Valuation of Proposed Constr ct '- /c5; c v /L Proposed use: S/ 1 Is this an addition? V If yes, what are the dimensions of the added space: J 0 ft. X 3 5 ft. Will the added area be heated and cooled'? y t '5 New electrical (or increase) ? yZi.5 New plumbing fixtures ?yt°iNew fireplace (7New Heat /AC? yr s SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OW11um IS CONTRACTOR. Signature OWNER: Date: S 6 0 Signature CONTRACTOR: / Date: iloc.7 AS TO OWNER: � ( Sworn to and subscribed before me this 1 - day of V\ l) knt..) "�' , 2000. CS.A)1 • x'4 r NOTARY PUBLIC 1 AS TO CONTRACTOR: Sworn to and subscribed before me this I i day of N1.g3v ,2000. 41111k . L_ v "A so) �,.ozzy. Lisa V Goiget ` ARY PUBLIC * u ?l * My Commission CC902830 • ,..,,, Expires January 17 2004 .. _ ____ ___ C _ DEPARTMENT OF BUILDiNG ! 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ' ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20697 Address: 258 MAGNOLIA STREET TP01 Permit Type: ELF_CTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH I Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION 1 Date Issued: 9/27/2000 Name: BERRY, MIKE Total Fees: 25.00 Address: 258 MAGNOLIA STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/27/2000 Phone: (904)396-9791 Work Desc: CS#6 50AMPS 1PH 3W 240V ALUM - TEMPORARY POLE I CONTRACTORISI APPLICATION FEES ADVANCED ELECTRICAL CONTRACTOR PERMIT 25.00 1 Inspections Re_quired FINAL ELECTRIC 1 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTICIN 1 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACESAND 1 MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER f__ 1 _ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROIIIERT1' OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED A.CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOiCf.TION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _, __ _ 1_______ __ , La-- C— 1 .1 .,, k■___ $25.00 41 Date: 9/27/00 01 Receip : 0092141 mmmnnmxcc �-- _-- ,? \ � 1 CITY OF ATLANTIC BEACH, FLORIDA (,, q 7 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / - 2- 7° 2r.) 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 4 3 (1/4 1 iz4.c 1 ELECTRICAL FIRM: ER ELECTRICIAN S GNATU , NAME e- mfr L ADDRESS: 25 R' Al D 1 1 1 7 /* BOX BLDG. SIZE BETWEEN: RES. APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. (A SIGNS ( 1 SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE „ AMPS I COPPER ALUM. SWITCH OR BREAKER 6 AMPS PH r VOLT R • CEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPS, 31•100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED ( 0.100 AMPS. OVER - APPLIANCES !J BELL TRANSF. I AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT a1 OVER MOTORS M.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA • NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE `SWITCH _ FLASHER EACH SIGN FORWARDED • $ J TOTAL FEES CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 25--e Aid i • 04 -C r . 2 019 ioog- Date . ,, c,■■ Heated Square Footage 42-33y @ $ 76-06 per sq ft = :,. /63 iro Garage/Shed @ $ per sq ft = $ Carport/Porch $ per sq ft = Deck (a $ per sa ft = Patio @ $ per sq ft = $ TOTAL VALUATION: ?, Total VaUu ist $ ' j 92-o) $ /92-ad Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ 6 3 - 77 ----- -F 1/2 Filing Fee $ _?24 -6-(1 ( ) Fireplaces as $15,00 $ ' 0— BUILDING PERMIT FEE $ WATER IMPACT FEE $ de9a 0 D SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP t; ( ) RADON (HRS) .G050 8 SECTION H PAVING ( ) $ HYDRAULIC SHARES , CROSS CONNECTION ( ) SURCHARGE .0050 OTHER $_ GRAND TOTAL DUE $ 75Ti7 ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp :SwimmingPool Septic Tank : Well ; Sign Finish Floor Elevation - Survey ; Other CALCULATIONS and/or NOTES: " FbRM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Berry Residence Builder: Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft 2334 ft c. N/A 7. Glass area & type _ a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 435.0 ft a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SC /SHGC - single pane 0.0 ft _ HSPF: 6.80 _ d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=0.0, 202.0ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Adjacent R =19.0, 216.0 ft _ EF: 0.88 _ b. Frame, Wood, Exterior R =19.0, 2674.0 ft _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1353.0 ft _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 250.0 ft _ RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.19 Total as -built points: 30747.00 PASS Total base points: 33266.00 I hereby certify that the plans and specifications covered Review of the plans and THE by this calculation are in compliance with the Florida specifications " fications covered by this o� Energy Code. calculation indicates compliance sc., PREPARED BY: C YVL ( with the Florida Energy Code. _ ; , Before construction is completed • DATE: P.I (o/o„ this building will be inspected for �; til s� I hereby certify that this building, a -% signed, is in compliance with Section 553.908 •- ...41. 4 .: Florida Statutes. ' .D compliance with the Flo -- � _ � • - .•.. ,i...• OWNER/AGENT :7 - � i1 ., , BUILDING OFFICIAL: cv DATE: DATE: - 2 EnergyGauge® (Version: FLRCNA -200) FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: , " " PERMIT #: 1 BASE AS -BUILT Summer Base Points: 36392.7 Summer As -Built Points: 35307.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 35307.5 1.000 0.970 0.341 1.000 11688.8 36392.7 0.3573 13003.1 35307.5 1.00 0.970 0.341 1.000 11688.8 EnergyGaugeTM DCA Form 600A -97 EnergyGauge®/FIaRES FLRCNA -200 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 2334.0 8.76 4102.4 Double, Clear N 1.5 13.0 21.0 14.30 1.00 300.3 Double, Clear N 1.5 10.0 21.0 14.30 1.00 Double, Clear N 7.5 0.0 12.0 14.30 1.02 300.4 1 Double, Clear N 5.0 0.0 174.6 11.0 14.30 1.01 159.3 Double, Clear N 1.5 0.0 11.0 1430 1.00 Double, Clear W 1.5 0.0 21.0 10.77 157.5 1.01 228.6 Double, Clear S 1.5 0.0 60.0 4.03 1.04 Double, Clear S 1.5 12.0 6.0 251.8 Double, Clear S 4.03 1 •� 24.1 1.5 15.0 66.0 4.03 0.99 264.6 Double, Clear W 1.5 15.0 58.0 10.77 1.00 Double, Clear E 1.5 13.0 126.0 9.09 3.7 Double, Clear E 1.5 0.0 1.0 111554. 22.0 9.09 1.02 2 204.0 0 As -Built Total: 435.0 3844.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 216.0 3.6 777.6 Frame, Wood, Adjacent 19.0 216.0 2.20 475.2 Exterior 2674.0 3.70 9893.8 Frame, Wood, Exterior 19.0 2674.0 2.20 5882.8 Base Total: 2890.0 10671.4 As - Built Total: 2890.0 6358.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Wood Exterior 36.0 12.30 442.8 Adjacent Wood 36.0 12.30 2 18.0 11.50 207.0 Base Total: 54.0 649.8 As -Built Total: 54.0 649.8 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM = Points Under Attic 1353.0 1.20 1623.6 Under Attic 30.0 1353.0 1.20 1623.6 Base Total: 1353.0 1623.6 As -Built Total: 1353.0 1623.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab l70.0(p) 8.9 1513.0 Slab -On -Grade Edge Insulation 0.0 170. Raised 202.0 0.96 193.9 Raised Wood, Adjacent 0.0 IXP) 18.80 3196.0 202.0 10.40 2100.8 Base Total: 1706.9 As -Built Total: 5296.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 2334.0 -0.59 1377.1 2334.0 -0.59 - 1377.1 EnergyGauge® DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 BASE AS -BUILT Winter Base Points: 17377.0 Winter As -Built Points: 16395.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16395.3 1.000 0.982 0.501 1.000 8074.4 17377.0 0.5340 9279.3 16395.3 1.00 0.982 0.501 1.000 8074.4 EnergyGaugeTM DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 109840 50.0 0.88 4 1.00 2746.00 1.00 10984.0 As -Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13003.1 9279.3 10984.0 33266.4 11688.8 8074.4 10984.0 30747.2 PASS 1 o4 zi sr,��;...,. 4 /,.. it '� �... ��r ..0,„..: g 1 Op' EnergyGauge DCA Form 600A -97 EnergyGauge® /FIaRES'97 FLRCNA -200 FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. EnergyGaugeTm DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi- family Single family a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi- family 1 SEER: 10.00 4. Number of Bedrooms 4 b. N/A - 5. Is this a worst rase? No 6. Conditioned floor area (ft2) 2334 ft c. N/A - 7. Glass area & type - a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 435.0 ft _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SC /SHGC - single pane 0.0 ft - HSPF: 6.80 d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A - 8. Floor types - a. Slab -On -Grade Edge Insulation R:).0, 170.0(p) ft c. N/A - b. Raised Wood, Adjacent R =0.0, 202.0ft -_ - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Adjacent R =19.0, 216.0 fie - EF: 0.88 b. Frame, Wood, Exterior R =19.0, 2674.0 ft _ b. N/A - c. N/A - d. N/A c. Conservation credits e. N/A - (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 1353.0 fie _ 15. HVAC credits - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 250.0 ft - RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed ;, \ _ p`'•. based on installed Code compliant features. Builder Signature: Date: a "` ' Address of New Home: City/FL Zi `l' tY / Zip: Cpbws:0: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCNA -200) RIGHT -J LOAD AND EQUIPMENT SUMMARY For: Berry Residence 8/6/00 By: Michael Locke Job #: Wthr : Jacksonville_ AP FL Zone : Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 30 Deg F Outside db: 94 Deg F Inside b: 70 Deg F Inside db: 75 Deg F Design 40 Deg F Design TD: 19 Deg F Daily Range M Rel. Hum. : 55 % Grains Water 42 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 48391 Btuh Structure 41160 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 48391 Btuh Use Mfg. Data n Rate /Swing Mult. 1.00 Total Sens Equip Load 41160 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 0 Internal Gains 1380 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 7125 Btuh Area (sq.ft.) 2334 2334 Tot Latent Equip Load 8505 Btuh Volume (cu.ft.) 18672 18672 Air Changes /Hour 1.2 0.8 Total Equip Load 49665 Btuh Equivalent CFM 374 249 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Heat Pump Type Heat Pump Efficiency / HSPF 0.0 COP /EER /SEER 0.0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1969 CFM Actual Cooling Fan 1969 CFM Htg Air Flow Factor 0.041 CFM /Btuh Clg Air Flow Factor 0.048 CFM /Btuh Space Thermostat Heat /Cool Load Sens Heat Ratio 83 MANUAL J: 7th Ed. RIGHT -J: V1.73 TR3371 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT -J CALCULATION PROCEDURES A,B,C,D Job #: 8/6/00 Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC /HR x 18672 Cu.Ft. x 0.0167 374 CFM 2. Winter Infiltration Btuh 1.1 x 374 CFM x 40 Winter TD = 16464 Btuh 16464 -- ,a`ycn MTM I I / 489 Total Window = 33.7 HTM I -- -- -------- - - - - -- & Door Area Procedure B - Summer Infilt _____ ration HTM Calculation* ------- - - - - -- 1. Summer Infil ` -- _ tration CFM - - -` 0.8 AC /HR x 18672 Cu.Ft. x 0.0167 249 CFM - ______ 2. Summer Infiltration Btuh 1.1 x 249 CFM x 19 Summer TD = 5214 Btuh 3. Summer Infiltration HTM 5214 Btuh / 489 Total Window = & Door Area 10.7 HTM Procedure -C - ------- _ Latent Infiltration Gain ----------------------- I 0.68 -- - - - - -- gr.diff. x 249 CFM = - " - -`- " - --- - 7125 Btuh Procedure D - Equipment Sizing Loads ____ ------- - - - - -- --�----- - 1. Sensible - - - -_ Sizing Load ------- - - - --- Sensible Ventilation Load 1 . 1 x 0 Vent.CFM x Sensible Load for Structure 19 Summer TD = 0 Btuh Sum of Ventilation and Structure eLoads _+ 41160 Btuh Btuh Rating and Temperature Swing Multiplie X 41160 RSM Equipment Sizing Load - Sensible 1.00 + 41160 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 42 gr.diff. _ Internal Loads - 0 Btuh x Infiltration Load From ProcedureoC + People + 73 Btuh Equipment Sizing Load - Latent 85 05 Btuh = 8505 Btuh *Construction Quality is: a MANUAL J: 7th Ed. No. of Fireplaces is: 0 Printout N certified by RIGHT -J: V1.73 TR3371 y ACCA to meet all requirements of Manual Form J Job #: MANUAL J: 7th Ed. -__ Zone: Entire House 8/6/00 11 Name of Room RIGHT -J: V1.73 - - -- TR3371 - -- Page 1 - 21 Running Ft. Exposed Wall I Entire House Entire House 31 Room Dimensions, Ft. I 170.0 Ft. 170.0 Ft. 4J Ceilngs,Ft I Condit. Option l 8.0 1 233.4 x 10.0 Ft. 8.0 I heat /cool TYPE OF I JCSTI HTM 1 Area I Btuh EXPOSURE 11NO.IHtg JClg (Length! Htg ga I Btuh g I Clg Lenengthl Htg I Clg 151 Gross Ia112HI 2.4 1.41 2890 * * ** * * ** I I Exposed Jb113CI 1.8 1.31 0 **** * * ** 2890 * * ** * * ** } Walls and IcI15B1 3.0 0.01 0 * * ** * * ** 0 * * ** * * ** 41 0.0 1.1� 0 * * ** * * ** 0 * * ** * * ** 0 * * ** * * ** 1 Partitions Id113 1 1 lel 1 0.0 0.01 0 * * ** * * ** 0 * * ** * * ** I Ifl 10.0 0.01 0 * * ** * * ** 0 * * ** * * ** 1 1 =6 Windows a 3C 29.0 ** 1 435 12615 * * ** I 4351 12615 * * ** 1 * * ** 1 & Glass b 3A 22.0 ** I 0 0 01 0 * * ** 1 * * ** 1 ,Doors Htg. c 2C 26.0 ** 1 0 0 * * ** 1 01 d 0.0 ** 1 0 0 * * ** 1 01 0 * * ** i e 0.0 ** I 0 0 * * ** 1 01 0 * * ** 1 f 0.0 ** I 0 0 * * ** 1 01 0 * * ** 1 I ► 1 7 Windows North 23.01 76 * * ** 17481 76 * * ** 17481 & Glass NE &NW 0.01 0 * * ** 01 0 * * ** 01 Doors Clg. E &W 72.01 227 * * ** 163441 227 * * ** 163441 SE &SW 0.01 0 * * ** 01 0 * * ** 01 South 38.01 132 * * ** 50161 132 * * ** 50161 Horz 0.01 0 * * ** 01 0 * * ** 01 1 1 1 81 Othr doors Ia110Al22.4112.71 541 12101 6831 541 12101 6831 Ib111Al23.6113.31 01 01 01 01 01 01 ► I 1 9 Net a 12H 2.4 1.41 2401 5762 32561 2401 5762 32561 Exposed b 13C 1.8 1.31 0 0 01 0 0 01 Walls and c 158 3.0 0.01 0 0 01 0 0 01 Partitions d 13Q 0.0 1.11 0 0 01 0 0 01 e 0.0 0.01 0 0 01 0 0 01 f 0.0 0.01 0 0 01 0 0 01 1 1 1 101 Ceilings 1a116G1 1.31 1.41 13531 17861 19201 13531 17861 19201 1b116D1 2.11 2.31 01 01 01 01 01 01 Icl 1 0.01 0.01 01 01 01 01 01 01 1 1 1 11► Floors 1a122A132.41 0.01 1701 55081 01 1701 55081 01 1b12081 3.21 1.21 2021 6461 2381 2021 6461 2381 Icl 1 0.01 0.01 01 01 01 01 01 01 1 1 121 Infiltration a 133.7110.71 4891 164641 52141 4891 164641 52141 I I I 13ISubtot Btuh Loss =6 +8.. +11 +121 * * ** 1 439921 * * ** I * * ** 1 439921 * * ** 1 141 Duct Btuh Loss 1 10 %I 43991 * * ** I 10 %I 43991 * * ** 151 Total Btuh Loss = 13 +14 ► * * ** ► 483911 * * ** I * * ** 1 483911 * * ** ► I I I 16 Int. Gains: People 8 3001 6 * * ** 18001 6 * * ** 18001 Appl. 8 12001 1 * * ** 12001 1 * * ** 12001 17 Subtot RSH Gain= 7 +8.. +12 +161 * * ** * * ** 374181 * * ** * * ** 374181 18 Duct Btuh Gain 1 10% * * ** 37421 10% * * ** 37421 19 Total RSH Gain = 17 +18 1 * * ** * * ** 411601 * * ** * * ** 411601 20 CFM Air Required 1 * * ** 1969 19691 * * ** 1969 19691 - -- Printout certified by ACCA to meet all requirements of Manual Form J -- MANUAL J: 7th Ed. RIGHT -J: V1.73 TR3371 RIGHT -J WINDOW DATA Job #: 8/6/00 W S D W G L S S O N A S 0 0 W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L GC R R G T A A W L Z E M D G Z L O X Y T M R R Entire House a n w a c n n n n 2 90 1.0 2.5 0.5 6.7 72.0 79.0 0.0 a n e a c n n n n 2 90 1.0 0.0 0.0 1.0 72.0 148. 0.0 a n s a c n n n n 2 90 1.0 0.0 0.0 1.0 38.0 132. 0.0 a n n a c n n n n 2 90 1.0 0.0 0.0 1.0 23.0 76.0 0.0 FORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Berry Residence Builder: I Address: Permitting Office: City, State: , Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi - family 1 SEER: 10.00 - 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? No __ - 6. Conditioned floor area (ft 2334 ft c. N/A - 7. Glass area & type _ a. Clear - single pane 0.0 ft - 13. Heating systems b. Clear - double pane 435.0 ft _ a. Electric Heat Pump Cap: 60.0 kBtu/hr - c. Tint/other SC /SHGC - single pane 0.0 ft' _ HSPF: 6.80 - d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A - 8. Floor types - - a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft - c. N/A - b. Raised Wood, Adjacent R=0.0, 202.0ft - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Frame, Wood, Adjacent R =19.0, 216.0 ft2 - EF: 0.88 - b. Frame, Wood, Exterior R =19.0, 2674.0 ft - b. N/A - c. N/A _ - d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1353.0 ft2 - 15. HVAC credits - b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 250.0 ft - RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.19 Total as -built points: 30747.00 PASS Total base points: 33266.00 I hereby certify that the plans and specifications covered Review of the plans and .•Tx •• by this calculation are in compliance with the Florida specifications covered by this : • • d o rfl Energy Code. calculation indicates compliance ;` �. -' ,11 r 4 I • with the Florida Energy Code. E. " "', '° , �' PREPARED BY: `�� + - - v Before construction is completed leted I � �� DATE: ' U ion this building will be inspected for ... i � I hereby certify that this building, as • • ned, is i compliance with Section 553.908 •' •..fd• jac: •• da Ene • T ode. Florida Statutes. '� OWNER/AGENT > compliance with the Florida -< ' ' BUILDING OFFICIAL: O DATE: ��-' ''e / DATE: 9 - 2 Z. -00 EnergyGauge® (Version: FLRCNA -200) FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2334.0 33.05 13886.9 Double, Clear N 1.5 13.0 21.0 19.22 0.99 400.9 Double, Clear N 1.5 10.0 21.0 19.22 0.96 396.3 Double, Clear N 7.5 0.0 12.0 19.22 0.72 166.2 Double, Clear N 5.0 0.0 11.0 19.22 0.79 167.0 Double, Clear N 1.5 0.0 11.0 19.22 0.97 204.5 Double, Clear W 1.5 0.0 21.0 36.99 0.96 744.2 Double, Clear S 1.5 0.0 60.0 34.50 0.92 1911.1 Double, Clear S 1.5 12.0 6.0 34.50 0.98 203.7 Double, Clear S 1.5 15.0 66.0 34.50 0.99 2255.9 Double, Clear W 1.5 15.0 58.0 36.99 1.00 2135.2 Double, Clear E 1.5 13.0 126.0 40.22 0.99 5037.0 Double, Clear E 1.5 0.0 22.0 40.22 0.96 847.3 As -Built Total: 435.0 14489.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 216.0 0.7 151.2 Frame, Wood, Adjacent 19.0 216.0 0.40 86.4 Exterior 2674.0 1.70 4545.8 Frame, Wood, Exterior 19.0 2674.0 0.90 2406.6 Base Total: 2890.0 4697.0 As - Built Total: 2890.0 2493.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Wood 36.0 6.10 219.6 Exterior 36.0 6.10 219.6 Adjacent Wood 18.0 2.40 43.2 Base Total: 54.0 262.8 As -Bulk Total: 54.0 262.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 1353.0 0.60 811.8 Under Attic 30.0 1353.0 0.60 811.8 Base Total: 1353.0 811.8 As - Built Total: 1353.0 811.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 170.0(p) -37.0 - 6290.0 Slab -On -Grade Edge Insulation 0.0 170.0(p) -41.20 - 7004.0 Raised 202.0 -3.99 -806.0 Raised Wood, Adjacent 0.0 202.0 2.20 444.4 Base Total: - 7096.0 As - Built Total: 4559.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 2334.0 10.21 23830.1 2334.0 10.21 23830.1 EnergyGauge® DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36392.7 Summer As -Built Points: 35307.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 35307.5 1.000 0.970 0.341 1.000 11688.8 36392.7 0.3573 13003.1 35307.5 1.00 0.970 0.341 1.000 11688.8 EnergyGaugeTM DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 2334.0 9.76 4102.4 Double, Clear N 1.5 13.0 21.0 14.30 1.00 300.3 Double, Clear N 1.5 10.0 21.0 14.30 1.0D 300.4 Double, Clear N 7.5 0.0 12.0 14.30 1.02 174.6 Double, Clear N 5.0 0.0 11.0 14.30 1.01 159.3 Double, Clear N 1.5 0.0 11.0 14.30 1.00 157.5 Double, Clear W 1.5 0.0 21.0 10.77 1.01 228.6 Double, Clear S 1.5 0.0 60.0 4.03 1.04 251.8 Double, Clear S 1.5 12.0 6.0 4.03 1.00 24.1 Double, Clear S 1.5 15.0 66.0 4.03 0.99 264.6 Double, Clear W 1.5 15.0 58.0 10.77 1.00 625.3 Double, Clear E 1.5 13.0 126.0 9.09 1.01 1153.7 Double, Clear E 1.5 0.0 22.0 9.09 1.02 204.0 As -Built Total: 435.0 3844.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 216.0 3.6 777.6 Frame, Wood, Adjacent 19.0 216.0 2.20 475.2 Exterior 2674.0 3.70 9893.8 Frame, Wood, Exterior 19.0 2674.0 2.20 5882.8 Base Total: 2890.0 10671.4 As - Built Total: 2890.0 6358.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Wood 36.0 12.30 442.8 Exterior 36.0 12.30 442.8 Adjacent Wood 18.0 11.50 207.0 Base Total: 54.0 649.8 As -Built Total: 54.0 649.8 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM = Points Under Attic 1351.0 1.20 1623.6 Under Attic 30.0 1353.0 1.20 1623.6 Base Total: 1353.0 1623.6 As -Bust Total: 1353.0 1623.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab -On -Grade Edge insulation 0.0 170.0(p) 18.80 3196.0 Raised 202.0 0.96 193.9 Raised Wood, Adjacent 0.0 202.0 10.40 2100.8 Base Total: 1706.9 As -Built Total: 5296.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 2334.0 -0.59 - 1377.1 2334.0 -0.59 - 1377.1 EnergyGauge® DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 BASE AS -BUILT Winter Base Points: 17377.0 Winter As -Built Points: 16395.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16395.3 1.000 0.982 0.501 1.000 8074.4 17377.0 0.5340 9279.3 16395.3 1.00 0.982 0.501 1.000 8074.4 EnergyGauge " DCA Form 600A -97 EnergyGauge®/FIaRE8'97 FLRCNA -200 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.88 4 1.00 2746.00 1.00 10964.0 As -Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13003.1 9279.3 10984.0 33266.4 11688.8 8074.4 10984.0 30747.2 PASS .yO .HE S. rrnr •i .. * `, t Y.; : / EnergyGauge DCA Form 600A -97 EnergyGauge® /FIaRES'97 FLRCNA -200 FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a Continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. EnergyGauge'' DCA Form 600A -97 EnergyGauge®/FIaRES'97 FLRCNA -200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. , 1. New construction or existing New 12. Cooling systems 2. Single family or multi- family Single family a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 10.00 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft 2334 ft c. N/A 7. Glass area & type _ a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 435.0 ft a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SC /SHGC - single pane 0.0 ft - HSPF: 6.80 _ d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft - c. N/A b. Raised Wood, Adjacent R =0.0, 202.0ft c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Adjacent R =19.0, 216.0 ft _ EF: 0.88 _ b. Frame, Wood, Exterior R =19.0, 2674.0 ft _ b. N/A c. N/A d. N/A c. Conservation credits _ e. N/A (I-IR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 1353.0 ft _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Una Ret: Con. AH: Interior Sup. R=6.0, 250.0 ft RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) ' z sTq •.. in this home before final inspection. Otherwise, a new EPL Display Card will be completed o R 40 based on installed Code compliant features. ;` N ' : ? :'a uNl a ..,�._. v Builder Signature: Date: i i a Address of New Home: City/FL Zip : cott ;044,..• *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStc' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at wwwfsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCNA -200) December 22, 2005 Ms. Donna Kaluzniak Director, Department of Public Utilities 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms. Kaluzniak: December 21 was quite a day for my wife Lori and myself. Your department sent staff to our home to run a television camera through our sewage pipes to look for a suspected block or leak. Twelve hours later Kenny Rhone, Virgil Rosario, Barrion Hill and Gary Smith completed emergency repairs to a cracked city pipe. The work was heavy and time - consuming, with the temperature falling throughout the day. Your staff had to make several trips to and from our home, eventually returning with jack- hammer, backhoe, pumps and a tractor. Throughout the day, these men did their work with care, expertise and good humor. By 5:00 pm, we would have certainly understood these men going home to their families and simply returning the next day to complete the work. Instead, they skipped their dinners, worked through and completed the job well after 10:00 p.m.! Although the job was a mess and could not have come at a worse time for us, it was an absolute pleasure having Mr. Rhone, Mr. Rosario, Mr. Hill and Mr. Smith at our home. Our City is enormously fortunate to have these men on your staff and they have our heartfelt thanks for going so far beyond the call of duty. Si c.r_y, Michael Berry, jr. MLBjr /jc c: The Honorable Don Wolfson Mr. James Hanson MICHAEL BERRY 258 Magnolia Street Atlantic Beach, Florida 32233 tel (904)249 -5446 mlb @berrydirito.com '' � , � CIS �� 4 <, 800 SEMINOLE ROAD # , = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 's� o; CITY OF ATLANTIC B EA Application Number 04- 00029427 Date 12/22/04 Property Address 258 MAGNOLIA ST Tenant nbr, name REPLACE CENTRAL HEAT Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BERRY, MICHAEL L. OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249 -8251 Permit MECHANICAL PERMIT Additional desc . REPLACE CENTRAL HEAT Permit Fee . . . 55.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 55.00 55.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `a BU + OFFICIAL ' n CITY OF ATLANTIC BEACH w MECHANICAL x PERMIT APPLICATION . "4o13s >r Date: 1 a IDA ()L Nkotito Property Address: O tnet910 1 1 S+, Owner: M 1 Oerr Telephone #: 16:el) Contractor: OCean ,C I-tjg € QI C Telephone #: Eqa -S2,51 • Contractor Address: 14 -1(D CM Q nLi . C (I d tip, Fax #: Si - 4q In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: X Electric k, ❑ Gas: LP _Natural Central Utility ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ( Heat _ Space _ Recessed 1.iCentral _ Floor Residential ❑ Air Conditioning: _Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ — Manlift Escalator (Number) C Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model ii Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model ti Manufacturer BTU's Agency 1 a hLIU EDS J E � ne . ,(.0 , NO (XL- TANKS Nominal Capacity Type Liquid Serial Approving How Manv & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us a , ' ■ CITY OF ATLANTIC BEACH ,2 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 06- 00032649 Date 4/05/06 Property Address 258 MAGNOLIA ST Tenant nbr, name RESURFACE /PAINT DRIVEWAY Application description . . RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BERRY, MICHAEL L. OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date . . . 4/05/06 Valuation . . . . 0 Expiration Date . 10/02/06 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ':1s' , CITY OF ATLANTIC BEACH it, S`'; PUBLIC WORKS DEPARTMENT '= - /=1 1200 Sandpiper Lane ' j Atlantic Beach, Florida 32233 .-:;- - / (904) 247-5834 (904) 247-5843 Fax y n www.coab.us PLAN REVIEW COMMENTS Permit Application # 6 - L.5ac"4 Property Address: A5U /.Q // c.0 -ree - �J Applicant: ni i brr Project: ie (.0 fa (P) 1 pa.Cr) + d f 1 V Your application is approved as noted by the Public Works ( Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Reviewed' �ri . .er, P.E., Public Works Director � � Date Y/9/W Signature Contractor Notified Date „, CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road ° A_, Atlantic Beach, Florida 32233 -5445 904 - 247 -5800 Fax 904 - 247 -5845 Date .30 ft/larat zoo& Z3-13 / I SSU # D Job Address Ac ✓id 1! a-. s�i'l.�C�/► ISSUED BY THE CITY 66 32.6 I Permitee: 4( fits a-24 ,1 e f Telephone # Z 4 5 5-446, Permittee Address: $Gt✓A-E 4 10- 2 4oCv Requesting Permission to Construct: 44. 6u (� G -t-.ot ; �� Location: (Reference to Cross - Street) 2o c f'/cc k o( /14 4 c, t4 d �i a. 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities /Municipalities: NIA Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) D. -: Ferrell Gas Yes ( ) No ( ) sate: Comcast Yes ( ) No Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach A5 Florida partment of Transportation Standards and be performed under the supervision 9f �1£ (Contractors Pr j c Superintendent) located at .J 0 h 6. Telephone #: 2 Sk O 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with / days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of e aforesaid rights and privileges. 9. The Director of Publ' .rks shall not' • d twenty -four (24) hours prior to starting work and again immediately upon . ' � . - .n. 1 OWNER 1 j_ ' Signed: Acme Date: .11 .0(0 Before me this ��” day of fM arc4&1i the County of Duval, K. .T'` "" ^"' State Of Flor . '� .ally appeared r 4 . a Notary Publi - arge, State of Florida, County of Duval. ,i CO_5l46 My commission expires: e a, Z-g . i 0 _ ____Es� 0 00 sl IS1 Personally Known: or a A., NAM Produced Identification: _-P[Qo(`� .r,4 R.O.W. Permit Attachment ( of / for R.O.W. Permit # issued , 2005 Atlantic Be h 32233 Owner's Name: I ►� I at e f T Property Address: 2S al/t H 01i J S Subdivision: Lot # / Block #: N lv R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 200/, by Atlantic Beach, Florida, a municipal corporatio nize an existing under the laws of the State of Florida, hereinafter referred to as "CITY" and (I/1 , Ok 4 t e /'T s of Atlantic Beach, Florida, hereinafter referred to as "USER ". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right -of -Way /Easement permit numbers noted above (copies attached). This work is generally described as: T LC,o v U J � lc a... Any facility maintained, repaired, erected, and /or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be, given by certified , etu r ceipt equed, to the following address: Z Mal a K d li S rn 4 Q4 • �c The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above - described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and /or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as -built drawings showing the change within thirty (30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and /or specifications, to include utilities locate requirements and use limitations /requirements of public rights -of -way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this 3° Th day of , n A r v ,O /CP, e/(p CITY OF ATLANTIC BEACH, FLORIDA, By: a municipal corporation: Property 6 wner By: Jim Ha , Ci ► anager en: Ha Attest: Ric arper, ' u. he orks - ctor STATE OF FLORIDA COUNTY OF DUVAL On this — day of 7./( 220( appeared before me, a Notary Public in a9 d, for said, and — State, /V1( ✓ t.j , the property owner of Z7 v l 1 °` t c L a- 5 t Atlantic Beach, Florida, known • to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purpose: erein menti. • - „ea � By: Not. T`'f =i� in for said County and State Property Owner 1111■■ (to be signed in presence of the , o tary) L--- (.. 1) t* P)C�(> S ' ►v Co4COS K. •'r+ 144 Nary W a f XL o ; Commilloo ConNNodon i CO UM r ..' •onN1 _ . Page 2 of 2 35' 14' -I 14' 1.--___ T + Prl 1 7 iv� — Plot 1 y I D Length J1 28' J2 22' A3 J3 21' iu 1.25' J4 12' J5 24' n ' J6 22' A3 in M1 13' 1.25' 142 10 i F2 in IS Pro .., Fi Name: Of in A3 Level Name f 1 .1S 1. 25' Plot Date: 6. / A3 Design Date: 1. 25' Drawing Scaly Job Status: Ea Foundatip FLOOR...:. - / 6/12/CO 1: 1? NOTE: Lev. ` HI 11 stacking. N design tit Co 1 A2 5 , N Design Met in Floor Area it r _ 40 psf Lip i HI ® Al 12 psi Dec ` i Additional or / been added Maxima Jois L/36O Live U' 1 25' L/24O Total! m Average TJ - Ot °D Glued 1 Nat w / Direct Appli- Floor Deckim C " © Normal 0.C. : Default Wall Standard Rif Standard Blot Standard Can Hanger Notes: (1) Indio TJ -Xpert 6.0. C6. 03 D6. 03 SE -.-- 11' 8 1/2' 2' 9' 1 1/2' 12' 2' - 'Unless noted JOIST AND BEAM LIST ACCESSORIES LIST Unit It of' Net Plot Unit # of Net Product Qty Plies Qty ID Length Product Qty Plies Qty 16' TJI /Pro -250 joist 7 7 Pcl 28' 1/4' x 16' 1. 3E TimberStrand LSL 16' TJI /Pro -250 joist 3 3 Pct 7' 1/4' x 16' 1.3E TinberStrand LSL 16' TJI /Pro-250 joist 2 2 Rnl 80' 1/4' x 16' 1.3E TinberStrand LSL 16' TJI /Pro -250 joist 4 4 Ccl 4' 1/4' x 16' 1.3E TinberStrand LSL 16' TJI /Pro -350 jo;st 2 2 Eb 1' 10' 1/4' x 16' 1.3E TinberStrand LSL Blocking Panels 16' TJI /Pro -350 oist 4 4 Bkl 1' 9 11/16' 1/4' x 16' 1.3E TinberStrand LSL Blocking Panels 1 3/4' x 16' 2.0E Paral lam PSL 1 2 2 1 3/4' x 16' 2.0E Parallan PSL I 2 2 HANGER LIST - USP: Kant - Sag Hangers LEVEL NOTES Plot Member CREATED BY 100431. JOB ID Qty Product Label Top NaiIsFace Nails Nalls Notes True House 'LOOK HI 4 TH017160 4 -10D 6 -I0D 2 -N10 (1) 150 SR. 207 East Palatka FLORIDA 32131 '12/00 13: 03 904 325 9085 6/12/00 13:01 FAX: 904 325 0290 1/8' = 1' ... Foundat;on Plotted SYMBOL LEGEND 3.61 J TJI Jost Type l design times indicated above surnnce for proper level M Rectangular Product Type Upper levels must have earlier es. = Bear i ng Ya l l iology: ASD == Beam nd ng Is: H Hanger Type e Load :d Load U Hanger Symbol aerator input loads have Pc Parallel Closure Type c DO'lect�on: Cc Cant lever Closure Type and E Bk Block ng Type dad p,1 - Et O % gtipCH Eb Extra Blocking o Rating For Floor: 57 �,� Of AT G p p�lCS (L board length For panel 'd Decking is Assumed �ViLO N different from the O. C. spat c nc) 'd Ceiling is Assumed Rm Rim Type I 3/4' Plywood `; U (42 n �.°° ' 0 Pont Load ;pacing = 24'i _ _ Line Load 1 Bean Y dth: 3, 5' ■ i — Area Load Rmlx Detail Cal lout Label :long: Bki■ (See Builder's Guide) ;lever Closure: Ccl■ — Bearing Y i dth Label tes non - stocked hanger 4.-•• Joist Layout Symbol ( #660) A 03 P6. 03 + Lon s' 4, F i y 4 { 4 yq therri5e m t" t , k ty 2Ci3 D'/ ,?i ALL:I =ach b\ 1300 0 17 -7 -0 ' 26 -0 -0 � i < >< r l / O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J 0 7 ) ) 7 7 7 7 7 7 7 7 7 -) 7 G A • A • JO —° • UO3 • J02 JO2 • • • JO1 • • • TO 2L _ �__ / 0 CV A , N TO 4 — \\ :, n p p , Q 1- G -.._� I -: J 03 T1 7 _.. w. I JO2 Ti 0 — -- �: -- - ,..._- -. i T1 ' 1 7 -7 -0 1 1 7 - 7 - 0 0 6 \ ' T21 _ W i \ T 0 9 . __. _. —_ a_ z. r, \ :nr_ _- R, .,..u� .� T 8 . — �� r =3 :.,.:.�,. .�.�� a ...:..._... .r ______\ _ _ s.. T06 ' • , • • p p 0 0 0 0 0 0 0 � t- I T20 J • ' ) '7 7 'H -� - -� � � 7' X X l - i -O '� — r ( I - — — — T1 9 5-0 -0 I - -I' ! • .. , 7 1 '_ J ?/ J 02 5_ 1 0_0 ( I JO3 V 30 p 2 0 i J 0 7 J O 3_ - 1 7- 7- o G i 0 0 0 0 p tx OD O G ' t7 N r• r- N tO 0 �0 0 0 0 0 0 0 1 2 -0 -0 >c >< — > 9 -6 -0 20-0-0 13 -4 -0 0 -- THETO1 IS A 4' 3" FLAT GIRDER CARRYING THE N SECOND FLOOR TRUSSES. Apex Technology _ 333 Jacksonville Dr. House Account Description: BERRY RES. Jacksonville Beach, FL Lot Name: BERRY RES. 32240 Model # CUSTOM Job: Note : 0000431 Pitch : 7/12 AND 6/12 the location: rvnu , kIJob,r0000nna000np Telephone: 904 - 241 -5200 Overhang : 2' SQUARE Scale: 1 : 100 I Date: 6/8/00 1 Drawn qy: PAP � s I L ♦ i THE TO1 IS A 4' 3" FLAT GIRDER CARRYING THE SECOND FLOOR TRUSSES. Apex Technology _ 333 Jacksonville Dr. House Account Description: BERRY RES. Jacksonville Beach, FL Lot Name: BERRY RES. 32240 Model # CUSTOM Job: N ote : 0000431 P itch : 7112 AND 6/12 m.ioo.uon: C\MU.kvolu10000431100004311 Telephone: 904 - 241 -5200 Overhang : 2' SQUARE Scale: 1 : 100 [ Date: 6/8/00 Drawn By: PAP Job Truss Truss Type Qty Ply BERRY RES. 1 0000431 CJ01 ROOF TRUSS 2 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:19 2000 Page 1 -2-9-15 I 5 -1 -10 9 -10 -13 2 -9 -15 5 -1 -10 4 -9 -3 4 - Scala . 1:25.0 i /1 B 1x4 Q 4.9551 3 7 2 c 13x8 10 11 12 5 5 c 3x4 = 1 I 5 -1 -10 ) 9 -10 -13 5 -1 -10 4 -9 -3 Plate Offsets (X.Y): 12:0- 3- 5.0 -1 -8] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.02 2-6 >999 M20 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 2-6 >243 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8 -2 -15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 26/0 -3 -8, 4= 170/0 -3 -8, 2= 560/0 -4 -15, 5= 389 /Mechanical Max Horz2= 313(load case 4) Max Upliftl=- 121(load case 4), 4=- 213(load case 2). 5=- 185(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =69, 2 -7= -547, 7 -8= -534, 3 -8= -511, 3 -9= -109, 4 -9 =55 BOT CHORD 2 -10 =532, 10 -11 =532, 11 -12 =532, 6 -12 =532, 5 -6 =0 WEBS 3 -6= -588 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 1, 213 Ib uplift at joint 4 and 185 Ib uplift at joint 5. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1-1995 plating criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 269.21b down and 194.21b up at 1.6 -12, and 45.41b down and 64.91b up at 4.4.12, and 192.41b down and 261.21b up at 7 -2 -11 on top chord, and 15.81b down at 1 -6 -12, and 52.51b down at 4-4-12, and 92.51b down at 7-2-11 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (p1f) Vert: 1 -2= -74.0, 2 -4= -54.0, 2 -5= -20.0 Concentrated Loads (Ib) Vert: 7 =194.2 8 = -45.4 9= -192.4 10= -15.8 11= -52.5 12= -92.5 *V' C4, No 4880 - S TE F q' k 1040, 4 4 4,44:7re Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation - Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during instal tion. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.24\1.5200 ^ Job Truss Truss Type Qty Ply BERRY RES. 0000431 CJO3 ROOF TRUSS 3 1 _ U1ptjpna TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 1 999 MiTek Industries, Inc. Mon Jun 12 16:26:22 2000 Page 1 ( -2-9-15 I 3 -8 -10 7-0 -14 2 -9 -15 3-8 -10 3-4-4 Scab - 1:19.7 7 5 - 4.95 12 5 2 ■ ►, 7 8 4 •• c 2x4 = 1 a 3 -8 -10 1 7 -0-14 j 3 -8 -10 3-4-4 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.18 2-4 >460 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min I/defl = 240 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 1= 61/0 -3 -8, 3= 150 /Mechanical, 2= 321/0 -4 -15, 4= 104 /Mechanical Max Horz2= 237(load case 4) Max Upliftl=- 35(load case 3), 3=- 172(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =55, 2- 5 = -25, 5- 6 = -13, 3 -6 =45 BOT CHORD 2 -7 =0, 7 -8 =0, 4 -8 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 1 and 172 Ib uplift at joint 3. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 269.21b down and 194.2Ib up at 1 -6 -12, and 45.4Ib down and 64.91b up at 4-4-12 on top chord, and 15.8Ib down at 1 -6 -12, and 52.51b down at 4 -4 -12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -2= -74.0, 2- 3= -54.0, 2 -4= -20.0 Concentrated Loads (Ib) Vert: 5 =194.2 6 = -45.4 7 = -15.8 8 = -52.5 44. CAA „Q. g ,-(IFIC 4, t • • TEOF OI . Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporatio �� ® °` Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 E``_ This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 b■ s.3 C\ Job Truss Truss Type Qty Ply BERRY RES. 0000431 J01 ROOF TRUSS 16 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:24 2000 Page 1 -2-0-0 i 5 -0-0 2 -0-0 5 -0-0 Scale x 1:19.8 3 o 7.00 i3 1 2 II ■■ 4 kJ 2x4 = 1 I 5-0-0 5 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.21 1-2 >128 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3 =99 /Mechanical, 2= 323/0 -3 -8, 4 =48 /Mechanical Max Horz2= 288(Ioad case 4) Max Uplift3=- 128(load case 2), 2=- 301(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1.2 =56, 2 -3 =38 BOT CHORD 2-4 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead Toad, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 3 and 301 Ib uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/7P! 1-1995 plating criteria. LOAD CASE(S) Standard * C O , - (II A s , � 1 f i s ST E OF ,(Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation , � a- �� RIO — Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 D 8 4 ' This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during instal ation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 // Job Truss Truss Type Qty Ply BERRY RES. 0000431 J02 ROOF TRUSS 11 1 (notional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:25 2000 Page 1 -2-0-0 I 3 -0-0 i 2-0-0 3 -0-0 Scala • 1:14.8 0 y i i i 7.00 12 i Z I ►d 4 '/ 2x4 = 1 I 3 -0-0 1 3 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1 -2 >156 BCLL 0.0 Rep Stress Incr YES WO 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) 3 =24 /Mechanical, 2= 270/0 -3 -8, 4 =28 /Mechanical Max Horz2= 218(load case 4) Max Uplift3=- 28(load case 2), 2=- 327(load case 4) Max Grav3= 65(load case 3), 2= 270(load case 1), 4= 28(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =56, 2 -3 = -65 BOT CHORD 2 -4 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint 3 and 327 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria, LOAD CASE(S) Standard 6 * I.C4q �i � � zu N . 4880 * * 9 S AT b -E G Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 // ( Job Truss Truss Type Qty Ply BERRY RES. 0000431 J03 ROOF TRUSS 11 1 (=Urinal) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:26 2000 Page 1 2 -0 -0 ( 1 -0-0 2 -0-0 1-0-0 Scale • 1:94 3 i• ••••••• ZOO 12 2 • c � A 4 ■11 2x4 = 1 1 -0 1 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 1.2 >279 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /defl = 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 3 =- 101 /Mechanical, 2= 275/0 -3 -8, 4 =10 /Mechanical Max Horz2= 153(load case 4) Max Uplift3=- 101(load case 1), 2=- 478(load case 4) Max Grav3= 268(load case 3), 2= 275(load case 1), 4= 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =55, 2-3=-83 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 fl above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 3 and 478 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard � � P T IFIC q �d 9' � F ! No.48803 - * S A* ■ k < fi D Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during instal ation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 I-. 1 Nt\ Job Truss Truss Type Qty Ply BERRY RES. , 0000431 J04 ROOF TRUSS 8 1 forljjrnall TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:27 2000 Page 1 ) -2 -0-0 j 7-0-0 2 -0-0 7-0-0 Scale • 1:25.1 3 7.00 FIT 2 I/ , ■ 4 2x4 = 1 1 7 -0-0 7 -0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) n/a • n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.18 1 -2 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3= 161 /Mechanical, 2= 389/0 -3 -8, 4 =68 /Mechanical Max Harz 2= 357(load case 4) Max Uplift3=- 210(load case 2), 2=- 302(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =56, 2 -3 =65 BOT CHORD 2 -4 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7•93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 Ib uplift at joint 3 and 302 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard � . 4 4.0 , � f � ii iiFic q) CI It * No. 4880 - SE ST , ' :O ' � • ' ' - ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during insta lation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 Job Truss Truss Type Qty Ply BERRY RES. 0000431 J05 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:28 2000 Page 1 -2-0-0 I 3 -0-0 2 -0-0 3 -0-0 Scale a 1:14.8 3 '4. i ie0 7.00 12 2 rs. 111 2x4 = =' 4 3x9 11 1 1-2-12 3 -0-0 1 -2 -12 1 -9 -4 Plate f)ffsr'Ji(Y Y)' )2 0 17:1 -0 -5.0 -0 -121 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1 -2 >156 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEDGE Left: 2 X 8 SYP No.1D REACTIONS (Ib /size) 3 =24 /Mechanical, 2= 270/0 -3 -8, 4 =28 /Mechanical Max Horz2= 218(load case 4) Max Uplift3=- 28(load case 2), 2=- 327(load case 4) Max Grav3= 65(load case 3), 2= 270(load case 1), 4= 28(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=56, 2 -3 = -65 BOT CHORD 2 -4 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint 3 and 327 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard v * le C4j �� I tii - C9 $ � NA. 0 TE * , °Rio D Eh Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during insta ation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.2 \ 41.5200 i` A INN Job Truss Truss Type Qty Ply BERRY RES. 0000431 J06 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:29 2000 Page 1 -2-0-0 1 1 -0-0 1 ' 2 -0-0 1 -0-0 Scala • 1.9.4 3 iO • ■ i . t ai a.:.:::::::: � 7.00 12 2 .::::.:....1m . te i c • W� i �wa.w J 4 2x4 = 1 1 1 -0-0 1 1 -0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 1-2 >279 BCLL 0.0 Rep Stress Inc: YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min Udell = 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 3 =- 101 /Mechanical, 2= 275 /Mechanical, 4 =10 /Mechanical Max Horz2= 153(load case 4) Max Uplift3=- 101(load case 1), 2=- 478(load case 4) Max Grav3= 268(load case 3), 2= 275(load case 1), 4= 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =55, 2 -3 = -83 BOT CHORD 2-4 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 3 and 478 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard i. * 4. X4!4 .S1/4 ANI , ic Et : f 1 A ...- a r ii ATE OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation � �tS' �� OR Y� �� Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 EN G` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during instal tion. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 f'1\ e‘_ NN Job Truss Truss Type Qty Ply BERRY RES. 0000431 J07 ROOF TRUSS 4 1 (ODtionaU TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:30 2000 Page 1 • -2-0-0 j 1 -0-0 j 2 -0-0 1-0-0 Scales 1:8.2 3 � i! 0 �� ii - • i ..*:!:!:!.:4; e.00 12 2 ■ f '••; -' 4 '- 2x4 = 1 ( 1 -0-0 j 1 -0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,32 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.08 1-2 >305 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3=- 100 /Mechanical, 2= 274/0 -3 -8, 4 =10 /Mechanical Max Horz2= 130(load case 4) Max Uplift3=- 100(load case 1), 2=- 459(load case 4) Max Grav3= 240(load case 3), 2= 274(load case 1), 4= 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =48, 2 -3 = -74 BOT CHORD 2 -4 =0 NOTES 1) This truss has been designed for the wind Toads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint 3 and 459 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard ,4r • CO. ,v �it 1. 4 4 a 4 : : 7 i STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation n t+ �7ORIOP - Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 D " This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during instal tion. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 Job Truss Truss Type Qty Ply BERRY RES. 0000431 J08 ROOF TRUSS 3 1 _ _ Lontionall TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:31 2000 Page 1 -2-0-0 I 3 -0-0 2 -0-0 3 -0-0 Scale - 1:12.7 3 A - e.00 u x ■ . i M1 .....::. U. 4 2x4 = I 3 -0-0 I 3 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.15 1-2 >175 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min I /dell = 240 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3 =24 /Mechanical, 2= 269/0 -3 -8, 4 =28 /Mechanical Max Horz 2= 186(load case 4) Max Uplift3=- 11(load case 2), 2=- 327(load case 4) Max Grav3= 40(load case 3), 2= 269(load case 1), 4= 28(Ioad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =49, 2 -3 = -58 BOT CHORD 2-4 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 Ib uplift at joint 3 and 327 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard to SV•CAq � 4 T � tF►cq = No.48803 * A. - STA .E • I , / r • a,. 4 O Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation - Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during in lation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 E-\ 13 NEB Job Truss Truss Type Qty Ply BERRY RES. 0000431 T01 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:33 2000 Page 1 4 -9 -0 4 -9-0 Scale. 12 1.5x8 M2OH 11 45 = 1 4x5 = 7 B 2 9 10 3 MB I MN - o I • NUM= NI d /1 ■■ 5 3x8 = 2x4 II ', 2x4 11 4-9-0 I 9 - 6 - 0 { 4 -9-0 4 -9 -0 LOADING(psf) SPACING 2 -0 -0 CSI DEFT in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.03 5 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.02 5 >999 M2OH 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.00 4 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 6= 992/0 -3 -8, 4= 941/0 -3 -8 Max Uplif6=- 786(load case 2), 4=- 739(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -6= -926, 1 -7= -726, 7-8=-726, 2 -8= -726, 2 -9= -726, 9 -10= -726, 3 -10= -726, 3-4=-876 BOT CHORD 5 -6 =71, 4-5=65 WEBS 1-5=863, 2-5=-1077, 3-5=871 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 786 Ib uplift at joint 6 and 739 Ib uplift at joint 4. 5) This truss has been designed for both TPI -85 and ANSI/7P11-1995 plating criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 312.81b down and 290.11b up at 1 -6 -12, 312.81b down and 290.11b up at 3 -6-12, and 312.81b down and 290.1Ib up at 5 -6 -12, and 312.81b down and 290.11b up at 7 -6 -12 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -3= -54.0, 4- 6 = -20.0 Concentrated Loads (Ib) Vert: 7=-312.8 8= -312.8 9= -312.8 10= -312.8 04. C ��Q fikl %FIC � a N,.48 * S . A . i'�!►'_• RID ��' ' ED EN ., Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during insta lation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 ^ '� NN Job Truss Truss Type Qty Ply BERRY RES. c r 0000431 T02 ROOF TRUSS 1 1 nl) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s ( Dec otio 13 na 1999 MiTek Industries, Inc. Mon Jun 12 16:26:35 2000 Page 1 - 1 1 -1 I ,_ 2 -0-0 3 -8 -12 3 -3-4 4 -8 -9 4-6 -13 4 -8 -9 3 -3-4 3 -8 -12 2 -0-0 Scale = 1:58.8 4x7 = 144 5 3x8 = 445 = 4 17 18 5 19 20 8 21 22 7 gin 7.00 12 3x5 4 >L 4.44q I 2 • Igr - 0 1 4x = 18 15 23 24 14 25 28 13 27 28 12 11 417 1x4 II 134 = 348 = 5x8 M204= 8x8 = 1.4 II 1 3 -8 -12 I 7 -0-0 1 11 -8 -9 I 16 -3 -7 I 21 -0-0 1 24 -3-4 1 28 -0-0 I 3 -8 -12 3 -3-4 4 -8 -9 4-6 -13 4 -8 -9 3 -3-4 3 -8 -12 Plate Offsets (X.Y1' [2:Fdoe 0 -0 -2]. [4:0- 5- 4.0- 2- 41.17:0- 3- 0.0 -2 -01 19:Edor 0-0-21. [13:0 - 4.0.0 -3 -0] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.36 13 -14 >932 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.40 13 -14 >836 M20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.15 9 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 -8 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2621/0 -3 -8, 9= 2621/0 -3 -8 Max Horz2= 161(load case 3) Max Uplift2=- 1838(load case 4), 9=- 1838(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =56, 2 -3= -4442, 3-4= -4342, 4 -17= -4754, 17 -18= -4753, 5 -18= -4752, 5 -19= -4753, 19- 20= -4753, 6 -20= -4753, 6 -21= -3800, 21-22=-3801, 7- 22= -3802, 7- 8= -4343, 8 -9= -4440, 9 -10 =56 BOT CHORD 2 -16 =3717, 15 -16 =3717, 15 -23 =3769, 23 -24 =3769, 14 -24 =3769, 14 -25 =4752, 25 -26 =4752, 13-26=4752, 13 -27 =4752, 27 -28 =4752, 12 -28 =4752, 11 -12 =3715, 9 -11 =3715 WEBS 3 -16 =3, 3- 15 =28, 4-15=789, 4 -14 =1310, 5 -14= -617, 6 -14 =2, 6 -13 =244, 6-12=-1284, 7 -12 =1653, 8- 12 =33, 8 -11 =2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1838 Ib uplift at joint 2 and 1838 Ib uplift at joint 9. 6) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 158.1Ib down and 211.91b up at 7-0-0, 158.1Ib down and 211.91b up at 9 -0 -12, 158.1Ib down and 211.91b up at 11 -0-12, 158.1Ib down and 211.91b up at 13 -0 -12, 158.1Ib down and 211.91b up at 14 -11 -4, 158.1Ib down and 211.91b up at 16-11-4, and 158.11b down and 211.91b up at 18 -11 -4, and 158.1Ib down and 211.91b up at 21 -0 -0 on top chord, and 644.81b down and 341.31b up at 7-0-0, 66.31b down at 9-0-12, 66.31b down at 11 -0 -12, 66.31b down at 13 -0 -12, 66.3lb down at 14-11-4, 66.3Ib down at 16 -11 -4, and 66.3lb down at 18 -11-4, and 644.81b down and 341.3Ib up at 20 -11 -4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1.4 =- 54.0, 4 -7 =- 54.0, 7 -10 =- 54.0, 2-9=-20.0 � A 4. C4 Concentrated Loads (Ib) Vert: 4= -158.1 7= -158.1 15 =- 644.8 12 =- 644.8 17= -158.1 18= -158.1 19= -158.1 20= -158.1 21= -158.1 22= -158.1 23 =- 66.3 24 =- 66.3 25 =- 66.3 26 =-66.3 � G n 1 IFIC 1 � � 27 = -66.3 28=-66.3 Vs - 7 No. 88r -a 1 �..1' D7.2.0.,7/ I r ; 'ED Eti Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.2 nn , Job Truss Truss Type Qty Ply BERRY RES. 0000431 T03 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:38 2000 Page 1 1 -2 -0-0 1 4 -8 -12 1 9 -0-0 I 14 -0-0 1 19 -0-0 1 23-3 -4 I 28 -0-0 1 30 2 -0-0 4 -8 -12 4 -3-4 5 -0-0 5 -0-0 4 -3-4 4-8 -12 2 -0-0 Scala • 1:58.8 40 = 30 = 40 = 4 5 8 9 ex p zoo FT 1x4 o ixa 3 v 8 1 2 to B 1 3x4 = 11 10 3x4 = 3x8 = 5x8 = 1 9 -0-0 1 19 -0-0 1 28 -0-0 1 9 -0-0 10 -0-0 9 -0-0 Plate Offsets (X.Y): (10:0- 4- 0.0 -3 -01 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.08 11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.32 10 -11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.05 8 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /deft = 240 Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -1 -1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1145/0 -3 -8, 8=1145/0-3-8 Max Horz2=- 196(load case 2) Max Uplift2=- 748(load case 4), 8=- 748(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1561, 3 -4= -1343, 4.5= -1170, 5 -6= -1168, 6 -7= -1345, 7 -8= -1562, 8 -9 =28 BOT CHORD 2 -11 =1331, 10 -11 =1291, 8 -10 =1332 WEBS 3 -11= -201, 4 -11= 422, 5-11= -179, 5 -10= -181, 6 -10 =423, 7 -10= -200 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 Ib uplift at joint 2 and 748 Ib uplift at joint 8. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard es NJ . Cqp F No. 49803 TAT 10 Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporatio Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5 Co This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 N^ r Job Truss Truss Type Qty Ply BERRY RES. 0000431 T04 ROOF TRUSS 1 1 • tionall TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:39 2000 Page 1 [ -2 -0-0 [ 5 -8 -12 [ 11-0-0 [ 17 -0-0 I 22 -3-4 1 28 -0-0 1 30 -0-0 [ 2 -0-0 5 -8 -12 5 -3-4 6 -0-0 5 -3-4 5-8 -12 2 -0-0 Scale a 1:59.8 4x4 = 4.17 = 4 5 a Iii zoo 1z 1x4 0 1xa 3 A Z 7 ::: 1 .1 1 c.. 8 3x4 = 10 9 3x4 = 3x8 = 54 = [ 11 -0-0 ) 17 -0-0 I 28 -0-0 ( 11 -0-0 6 -0-0 11 -0-0 Plate Offsets (X.Y1: [5:0- 5- 4.0- 2- 0).19:0 -2 -8 0 -3 -01 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.07 10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.37 7 -9 >903 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min I/defl = 240 Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -1 -4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 -7 -3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 -10 REACTIONS (Ib /size) 2= 1145/0 -3 -8, 7=1145/0-3-8 Max Horz2=- 231(load case 2) Max Uplift2=- 748(load case 4), 7=- 748(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1480, 3 -4= -1205, 4 -5= -1047, 5 -6= -1205, 6 -7= -1480, 7 -8 =28 BOT CHORD 2 -10 =1265, 9 -10 =1047, 7 -9 =1265 WEBS 3 -10= -262, 4 -10 =301, 5-10=-0, 5 -9 =301, 6- 9 = -262 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 Ib uplift at joint 2 and 748 Ib uplift at joint 7. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4t cee:,.,„, too. 8 ,: 4 S TATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation �QS � ��P �� Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 BRED E N G This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 1-.\ A . a \ �N . r Job Truss Truss Type Qty Ply BERRY RES. 0000431 T05 ROOF TRUSS 1 1 (ootionall TRUE TRUSS INC., JACKSONVILLE Fl. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:41 2000 Page 1 1 -2 -0-0 1 6-8 -12 I 13 -0-0 I 15 -0-0 I 21 -3-4 i 28 -0-0 ) 30:0-0 1 2 -0-0 6-8 -12 6 -3-4 2 -0-0 6 -3-4 6-8 -12 2 -0-0 Scale x 1:58.6 44 = 4x5 = 4 5 IPA IIII 7.00 12 3.5 4 34 Q 3 e 1. d 2 a • O 7 )a 1 = e 3x4 = 12 11 10 9 3x4 = 1x4 11 3x4 = 5x5 = 1x4 II I 6 -8 -12 13 -0-0 ) 15 -0 -0 ) 21 -3 -4 I 28 -0-0 ) 6 -8 -12 6 -3-4 2 -0-0 6 -3-4 6 -8 -12 Plate Offsets (X-Y): [10 0- 2- 8.0 -3 -0] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.12 11 -12 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) - 0.1511 -12 >999 BCLL 0.0 Rep Stress [nor YES WB 0.52 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -10 -10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8 -9 -11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1145/0 -3 -8, 7= 1145/0 -3 -8 Max Horz2= 267(load case 3) Max Uplift2=- 748(load case 4), 7=- 748(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =56, 2 -3= -1643, 3 -4= -1162, 4 -5= -929, 5 -6= -1162, 6 -7= -1643, 7-8=56 BOT CHORD 2 -12= 1333, 11 -12= 1333, 10 -11= 929, 9 -10= 1333, 7 -9 =1333 WEBS 3 -12 =147, 3 -11 =-483, 4 -11 =330, 5 -10 =330, 6-10=-483, 6 -9 =147 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 Ib uplift at joint 2 and 748 Ib uplift at joint 7. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard CA �'LIFIC� X 71' Vii . �� 4 TE QLP Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation R �0RST�p` Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 s E ` � This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 9004.2 N^ _ \ Job Truss Truss Type Qty Ply BERRY RES. 0000431 T06 ROOF TRUSS 1 1 (notional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:43 2000 Page 1 1 - 2 -0 -0) 5 -0-0 I 10 -0-0 [ 15 -0 -0 ) 20 -0 -0 1 25 -0-0 1 30 -0-0 1 35 -0-0 1 37 -0-0 ) 2 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 2 -0-0 Stab = 1'.08.9 4x10 M20H= 5x8 M20H= 3x8 = 1•4 11 3•8 = 4x4 = 3 17 18 4 19 20 5 21 22 8 23 24 7 8 7.00 12 j � '29 �I� n I all �1 • 1 10 3 x9 i 18 25 26 15 27 28 14 29 30 13 31 32 12 11 3x7 = 2x4 11 4x9 = 2x4 0 700 M20H= 2x4 11 3x5 = 1 5 -0-0 1 10 -0-0 1 15 -0-0 1 20 -0-0 1 25 -0 -0 1 30 -0-0 35 -0-0 ) 5 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 5 -0-0 Plate Offsets (X.Y): [2:0- 2- 3,0 -1- 8).[,3:0 -7 -8 0- 2- 01.j4:0 -3 -0 0 -3 -4L 113:0- 5- 0.0 -4 -81 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.72 13.14 >577 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) - 0.81 13 -14 >512 M20H 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.95 Horz(TL) 0.14 9 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 205 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-3 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4 -1 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-11 REACTIONS (Ib /size) 2= 2503/0 -3 -8, 9= 2095/0 -3 -8 Max Horz2= 125(load case 3) Max Uptift2=- 1636(load case 4), 9=- 1410(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =59, 2 -3= -4375, 3 -17= -6017, 17 -18= -6017, 4.18= -6017, 4 -19= -6017, 19- 20= -6017, 5 -20= -6017, 5 -21= -6963, 21- 22= -6963, 6 -22= -6963, 6-23=-6963, 23-24=-6963, 7-24=-6963, 7-8=-3064, 8-9=-3543, 9-10=59 BOT CHORD 2 -16 =3709, 16.25 =3724, 25 -26 =3724, 15 -26 =3724, 15 -27 =7151, 27 -28 =7151, 14 -28 =7151, 14-29=7151, 29-30=7151, 13-30=7151, 13-31=5494, 31-32=5494, 12-32=5494, 11-12=5494, 9-11=2987 WEBS 3.16= 294,3 -15= 2649,4 -15 =- 495,5 -15 =- 1311,5 -14= 248,5 -13 =- 217,6 -13 =- 509, - 13= 1698,7.12 264,7 -11 = 2831,8 -11 =1514 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1636 Ib uplift at joint 2 and 1410 Ib uplift at joint 9. 6) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 225.21b down and 252.OIb up at 5 -0 -0, 96.21b down and 130.61b up at 7 -0 -12, 96,21b down and 130.61b up at 9 -0 -12, 96.21b down and 130.61b up at 11 -0 -12, 96.21b down and 130.61b up at 13-0-12, 96.21b down and 130.61b up at 15 -0 -12, 96.21b down and 130.61b up at 17 -0 -12, 96.21b down and 130.61b up at 19 -0-12, and 96.21b down and 130.6Ib up at 21-0-12, and 89.8Ib down and 121.61b up at 22.11.4 on top chord, and 148.1Ib down at 5 -0 -0, 46.31b down at 7 -0 -12, 46.31b down at 9 -0 -12, 46.31b down at 11 -0 -12, 46.31b down at 13 -0 -12, 46.31b down at 15 -0 -12, 46.31b down at 17 -0 -12, 46.31b down at 19 -0-12, and 46.31b down at 21 -0-12, and 186.91b down and 113.21b up at 22 -11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -3= -54.0, 3 -8= -54.0, 8- 10= -54.0, 2 -9= -20.0 Concentrated Loads (Ib) Vert: 3= -225.2 16= -148.1 5= -96.2 14= -46.3 17 = -96.2 18 = -96.2 19= -96.2 20= -96.2 21 = -96.2 22 = -96.2 23 = -96.2 24 = -89.8 25 = -46.3 26 =-46.3 27= -48.3 /� 28 = -46.3 29 = -46.3 30 =-46.3 31 =-46.3 32= -186.9 *4 . c � STATE 0 -�/ I i3/ °- i , Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation wee it'ir � Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 E E$ ' This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology fora free copy 904.241.5200 Job Truss Truss Type Qty Ply BERRY RES. 0000431 T07 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 5 Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:47 2000 Page 1 I -2 -0-0 j 7 -0-0 I 14 -0-0 I 21 -0-0 l 28 -0-0 j 35 -0-0 j 37 -0-0 1 2 -0-0 7 -0-0 7 -0-0 7 -0-0 7 -0-0 7 -0-0 2 -0-0 Scala • 1'.88.5 4x4 = = 5x5 = 1,4 = 4x4 3 4 5 8 r T 7.00 r 12 \ 1 111T 7 e i 1 2 ! Ig 3x5 = 11 10 B 3x5 = 3x4 = 5x5 = 3x4 = I 7 -0 -0 I 17 -6 -0 ( 28 -0-0 j 35 -0-0 { 7 -0-0 10 -6 -0 10-6-0 7 -0-0 Plate Offsets fX Y): 1_4:0- 2- 8.0 -3- 01.110:0 -2 -8 0 -3 -01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates lncrease 1.25 TC 0.80 Vert(LL) 0.23 10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.52 10 -11 >801 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.10 7 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min I /dell = 240 Weight: 165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5 -1 -13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -11, 5 -9 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 7= 1404/0 -3 -8 Max Horz2=161(load case 3) Max Uplift2=- 887(load case 4), 7=- 887(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1991, 3 -4= -1727, 4 -5= -2605, 5 -6= -1727, 6 -7= -1991, 7 -8 =28 BOT CHORD 2 -11 =1704, 10 -11 =2517, 9 -10 =2517, 7 -9 =1704 WEBS 3-11=653, 4-11=-924, 4-10=135, 5-10=135, 5-9=-924, 6-9=653 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 7. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard 4 0. tqq I * �4 STA EOM Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation � � � Q Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 ED Er This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 E-,\ 'l �\ N(\ Job Truss Truss Type Qty Ply BERRY RES. 0000431 T08 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 $ Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:48 2000 Page 1 1 -2 -0-0 1 4 -8 -12 1 9 -0-0 I 14 -8 -0 I 20-4-0 I 26 -0 -0 I 30 -3-4 1 35 -0-0 1 37 -0-0 1 2 -0-0 4-8-12 4 -3-4 5 -8-0 5 -8 -0 5-8-0 4 -3-4 4 -8 -12 2 -0-0 Scale • 1:58.5 4x4 = 3x4 = 3x4 = 4x4 = 4 5 8 7 7.00 12 1x4 1x49 v 7 v A 11 2 Iii �9 10a 3x5 = 13 12 11 3x5 = 3x5 = 5x5 = 3x8 = 9 -0-0 I 17 -6 -0 26 -0-0 1 35 -0-0 9 -0-0 8 -6 -0 8-6 -0 9 -0-0 Plate Offsets (X.Y): (12:0-2-8.0-3-01 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.17 12 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.31 12 -13 >999 BCLL 0.0 Rep Stress Ina YES WB 0.65 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /deft = 240 Weight: 185 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -5 -6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 1404/0 -3 -8, 9= 1404/0 -3 -8 Max Horz2= 196(load case 3) Max Uplift2=- 887(load case 4), 9=- 887(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -2057, 3-4= -1844, 4 -5= -1609, 5 -6= -2055, 6 -7= -1609, 7 -8= -1844, 8 -9= -2057, 9 -10 =28 BOT CHORD 2 -13 =1754, 12-13=2010, 11 -12 =2010, 9 -11 =1754 WEBS 3-13=-189, 4-13=657, 5-13=-557, 5-12=95, 6-12=95, 6-11=-557, 7-11=657, 8-11=-189 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead toad, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 9. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard @ � Vs iF,C G ' 9 $ N,.48 � 1 *' * � S ` OF ,,� • RI , , , ,, c , #„. EDEN Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during insta lation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 E ms \ 13 NN Job Truss Truss Type Qty Ply BERRY RES. 0000431 T09 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 131999 MiTek Industries, Inc. Mon Jun 12 16:26:50 2000 Page 1 l -2 -0-0 1 5 -8 -12 I 11 -0-0 I 17-6-0 24-0-0 ( 29-3-4 35 -0-0 1 37 -0-0 2 -0-0 5-8 -12 5 -3-4 6-6-0 6-6-0 5 -3-4 5-8 -12 2 -0-0 Scala • 1:88.9 4x4 = 3x8 = 4x4 = 4 5 8 a G M P 7.°°51 1x4 1x4 • 3 7 d 2 8 n ma me 9 6 1 ' 3x4 = 12 11 10 3x4 = 3x8 = 5x5 = 3x8 = ( 11 -0-0 ( 17 -6-0 24 -0-0 35-0-0 11 -0-0 6 -6-0 6 -6-0 11 -0-0 Plate Offsets (X Y): 12:0 -0 -8 0- 0- 2).(5:0- 0- 8.0 -0- 21.(11 0- 2- 8,0 -3 -01 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.14 11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.40 2 -12 >999 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.08 8 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /dell = 240 Weight: 188 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -6 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4 -13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 -12, 5 -10 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 8= 1404/0 -3 -8 Max Horz 2= 231(load case 3) Max Uplift2=- 887(load case 4), 8=- 887(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1979, 3 -4= -1709, 4 -5= -1487, 5 -6= -1487, 6 -7= -1709, 7 -8= -1979, 8 -9 =28 BOT CHORD 2 -12 =1692, 11-12=1718, 10 -11 =1718, 8 -10 =1692 WEBS 3 -12= -253, 4 -12 =539, 5 -12= -331, 5 -11 =127, 5 -10= -331, 6 -10 =539, 7 -10= -253 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 8. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard 40 1 ' Co p »6 3t ; N . 4880 *• I* , *-. A SAT ,›?-/,' , .. , il o , — ..., Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 n �\ �\ NC \ Job Truss Truss Type Qty Ply BERRY RES. 0000431 T10 ROOF TRUSS 1 2 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:52 2000 Page 1 -2 -0-0 4 -11 -11 9 -5 -14 14 -0 -0 18 -6-0 1 23 -0-0 1 26-6-0 1 30 -0 -0 1 35 -0-0 1 37 -0-0 1 2 -0-0 4 -11 -11 4-8 -2 4-6 -2 4-6 -0 4-6-0 3 -6-0 3-6-0 5 -0-0 2 -0-0 Scale . 1:88.9 4x4 = 5 3x5 i 3x4 7.0431 12 4 Ir. 8 3x5 4 4x4 = 3x4 = 4x4 = 3 7 8 18 • 2 n Alliddillillillilliis A o 10 i� I 3x4 = 17 18 15 14 13 19 12 3x5 = O 2x4 11 3x4 = 3x8 = 7x8 = 3x4 = 3x4 = 1 4 -11 -11 1 9 -5 -14 1 14 -0-0 19 -11 -3 1 24 -9 -10 1 30 -0-0 1 35 -0-0 4 -11 -11 4-6 -2 4 -6 -2 5 -11 -3 4 -10 -7 5 -2-6 5 -0-0 Plate Offsets (X Y): 114:0- 3- 0.0 -4 -$ LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.20 14 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.25 14 >999 BCLL 0.0 Rep Stress Ina NO WB 0.36 Horz(TL) 0.05 10 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 462 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5 -9 -8 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1717/0 -3 -8, 10= 2808/0 -3 -8 Max Horz2= 284(load case 3) Max Uplift2=- 1062(load case 4), 10=- 1666(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =59, 2 -3= -2804, 3 -4= -2512, 4 -5= -2210, 5 -6= -2212, 6 -7= -4200, 7-8=-5869, 8 -18= -4426, 9 -18= -4427, 9 -10= -5103, 10 -11 =59 BOT CHORD 2 -17 =2353, 16 -17 =2353, 15 -16 =2116, 14 -15 =3029, 13 -14 =5929, 13 -19 =5473, 12 -19 =5473, 10 -12 =4323 WEBS 3- 17 =61, 3 -16= -282, 4 -16 =228, 4 -15= -402, 5 -15 =1912, 6 -15= -1846, 6 -14 =2252, 7 -14= -3205, 7 -13= -114, 8 -13 =784, 8 -12= -1383, 9 -12 =2060 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1062 Ib uplift at joint 2 and 1666 Ib uplift at joint 10. 5) This truss has been designed for both TPI -85 and ANSI/I 1-1995 plating criteria. 6) 2 -ply truss to be connected together with 10d Common(.148 "x3 ") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 on center. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -8 -0 on center. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 on center, 7) Special hanger(s) or connection(s) required to support concentrated load(s) 122.61b down and 168.9Ib up at 28 -1 -8, and 225.21b down and 252.01b up at 30 -0 -0 on top chord, and 1221.1Ib down and 607.9Ib up at 28 -1 -8, and 148.1Ib down at 29 -11 -4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (p1f) Vert: 1 -5= -54.0, 5 -7 =- 54.0, 7 -9= -54.0, 9 -11= -54.0, 2 -10= -20.0 Concentrated (Ib) V V. V • {� N4 ! /� 4' Vert: t:9 =-=- 225.212= - 148.118 =- 122.619 =- 1221.1 No. 48803 * r i ' • TAT ' e Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporatio g . Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5 cf This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 9 ^^ Job Truss Truss Type Qty Ply BERRY RES. 0000431 T11 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:53 2000 Page 1 ) -2 -0-0 ) 7 -2 -12 ) 14 -0-0 ) 17-6 -0 ) 21 -0-0 ) 24-6-0 [ 28 -0-0 1 35-0-0 ) 37 -0-0 2 -0-0 7 -2 -12 6 -9-4 3 -6 -0 3-6 -0 3-6-0 3-6-0 7 -0-0 2 -0-0 Scala = 1:18.9 4x4 = 4 1. 3x5 5 7.°°F-IT 1x4 44 = 3.4 = 4x4 = 3 8 8 • \ 2 I 1 10 3x4 = 13 12 11 34 = 5x8 = 5x8 = 3x4 = ) 10 -8 -12 I 21 -0 -0 I 28 -0-0 ) 35-0-0 ) 10 -8 -12 10 -3-4 7 -0-0 7 -0-0 Plate Offsets (X Yl• [2:0- 0- 8.0 -0- 2].[12:0- 4- 0.0- 3- 01.f13 0 -4.0 0 -3 -0] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.25 12 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.56 12 -13 >750 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.08 9 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /dell = 240 Weight: 188 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -13, 5 -13 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 9= 1404/0 -3 -8 Max Horz2= 284(load case 3) Max Uplift2=- 887(load case 4), 9=- 887(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1919, 3 -4= -1676, 4 -5= -1151, 5-6=-3045, 6 -7= -2569, 7 -8= -1730, 8 -9= -1991, 9-10=28 BOT CHORD 2 -13 =1644, 12 -13 =1766, 11 -12 =2221, 9 -11 =1704 WEBS 3-13=-302, 4-13=1231, 5-13=-1046, 5-12=1702, 6-12=-1726, 7-12=555, 7-11=-780, 8-11=744 NOTES . 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 9. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. • LOAD CASE(S) Standard *V. 0416, Z $ No. 4880 - * ' Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. - Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 E,\ 13\ N(\ r Job Truss Truss Type Qty Ply BERRY RES. 0000431 T12 ROOF TRUSS 1 1 (ontional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:55 2000 Page 1 j -2 -0-0 j 7 -2 -12 I 14 -0-0 19 -0-0 26-0 -0 ( 30-3-4 ( 35 -0-0 j 37 -0-0 2 -0-0 7-2-12 6 -9-4 5 -0 -0 7 -0-0 4 -3-4 4-8 -12 2-0-0 Scale e1:98.9 45 11 4 ii 4x4 = 4x7 = 5 5 7.00 1z 1x4 51 3 x4 �. 7 u 2 5 1 9 3x4 = 12 11 10 3x5 = 3x4 = 5x8 = 1,4 = I 9 -8 -12 j 19 -0-0 j 26 -0-0 I 35 -0-0 I 9-8 -12 9 -3 -4 7 -0-0 9 -0-0 Plate Offsets (X.Y): 12:0- 0- 8.0 -0- 2).16;0 -5 -4 0 -2- 01.111:0- 2- 8.0 -3 -0] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.21 11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) - 0.42 11 -12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.07 8 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min Vdefl = 240 Weight: 187 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -11 -13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -11 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 8= 1404/0 -3 -8 Max Horz 2=- 284(load case 2) Max Uplift2=- 887(load case 4), 8=- 887(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1938, 3-4= -1743, 4-5=-2459, 5 -6= -2074, 6 -7= -1844, 7.8= -2057, 8 -9 =28 BOT CHORD 2 -12 =1660, 11 -12 =1275, 10 -11 =1598, 8 -10 =1754 WEBS 3-12=-297, 4-12=500, 4-11=1596, 5-11=-1560, 6-11=603, 6-10=254, 7-10=-189 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 8. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *V.. C48,. : _ , WAV , * 80 %1 . I STATE of Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation F ��ORIOC Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 Ow This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 E ms \ 1.3 C\ � Job Truss Truss Type Qty Ply BERRY RES. 0000431 T13 ROOF TRUSS 1 1 (ontinnall TRUE TRUSS INC., JACKSONVILLE FL. 32226 4200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:57 2000 Page 1 1 -2 -0-0 1 7 -2 -12 1 14 -0 -0 1 17 -0-0 1 24 -0-0 { 29 -3-4 ■ 35 -0-0 1 37-0-0 { 2 -0-0 7 -2 -12 6 -9-4 3 -0-0 7 -0-0 5-3-4 5 -8 -12 2 -0-0 Scale a 1.88. % 4x5 11 4 ii 4x4 — 4x7 = 5 8 • 7.00 12 1x4 \\ 3 1x41.% • \ .1,1 7 f, II 2 8 e 1 ' ' 3x4 = 12 11 10 3x4 = 3x4 = 5x8 = 3x4 = 8 -8 -12 1 17 -0 -0 24 -0-0 35-0-0 8 -8 -12 8-3-4 7 -0-0 11 -0-0 Plate Offsets (X.YI: [2:0 -0 -8 0 -0- 2].[6:0- 5- 4.0 -2- 01,[6:0- 0- 8.0 -0- 21.111:0- 4- 0.0 -3 -01 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.17 11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.41 8 -10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.07 8 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /deft = 240 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -6 -14 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6 -10 -9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 8= 1404/0 -3 -8 Max Horz2= 284(load case 3) Max Uplift2=- 887(load case 4), 8=- 887(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-1956, 3-4= -1820, 4 -5= -2023, 5 -6= -1716, 6 -7= -1709, 7 -8= -1979, 8 -9 =28 BOT CHORD 2 -12 =1676, 11 -12 =1281, 10 -11 =1482, 8 -10 =1692 WEBS 3-12=-301, 4-12=538, 4-11=1301, 5-11=-1285, 6-11=323, 6-10=306, 7-10=-253 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 8. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard *ate CA • . QCl )C . f "& TE OF Q , Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation S En � E Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 1`r This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 1—,\ '1_ \ NN Job Truss Truss Type Qty Ply BERRY RES. ( 0000431 T14 ROOF TRUSS 1 1 loolinnal) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:58 2000 Page 1 1 -2 -0-0 1 7 -2 -12 I 14 -0-0 1 -0 -p 22 -0 -0 1 28 -3-4 I 35 -0-0 1 37 -0-0 1 2 -0-0 7 -2 -12 6 -9-4 1 -0 -0 7 -0-0 6 -3-4 6-8 -12 2 -0-0 Scale = 1'.88.8 4x4 = 4 4x12 = 4x4 = :' ac e 7.00 12 3x5 34 J 2 8 1 e l i 3x5 = 13 12 11 10 3x5 = 1x4 11 5x8 = 5x8 = 1x4 11 1 7 -2 -12 1 15 -0 -0 1 22 -0-0 1 28-3-4 I 35 -0-0 I 7 -2 -12 7 -9-4 7 -0 -0 6 -3-4 6 -8 -12 Plate Offsets (X.Y): 111:0-4-0 0 -3 -01 [12•0- 4- 0,0 -3 -0) LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.14 12 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.25 12 -13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.08 8 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min I /deft = 240 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-1-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3 -12, 4.12, 5 -11 REACTIONS (Ib /size) 2=1404/0-3-8, 8= 1404/0 -3 -8 Max Horz2=- 284(load case 2) Max Uplift2=- 887(load case 4), 8=- 887(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1982, 3 -4= -1470, 4-5=-1622, 5 -6= -1362, 6 -7= -1572, 7 -8= -2015, 8 -9 =28 BOT CHORD 2 -13= 1699,12.13= 1699,11.12= 1427,10 -11= 1725,8 -10 =1725 WEBS 3 -13= 147,3.12 =- 491,4 -12= 1343,5 -12 =- 950,5 -11 =- 96,6 -11= 436,7 -11=- 435,7 -10 =130 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 8. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard q * � l � � A \ %FIC +. g 0 co No.4880 /ST T, • ,I, y cvAt . : aA : � . li ° Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation • Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 - This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 ^ Job Truss Truss Type Qty Ply BERRY RES. 0000431 T15 MONO TRUSS 1 2 (notional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:26:59 2000 Page 1 1 5-0-0 5 -0-0 1.5x4 11 Scale • 1:18.4 7 v i 1 II 9 • ,/ 4 5 a 3x4 = 2x4 11 5 -0-0 5 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.06 1 -3 >917 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.08 1 -3 >712 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 Weight: 48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1026/0 -3 -8, 3= 1370/0 -3 -8 Max Horz1= 167(load case 3) Max Uplift1=- 501(load case 3), 3=- 785(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =52, 2- 3 = -127 BOT CHORD 1 -4 =0, 4-5=0, 3 -5 =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 501 Ib uplift at joint 1 and 785 Ib uplift at joint 3. 3) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. 4) 2 -ply truss to be connected together with 10d Common(.148 "x3 ") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 on center. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 on center. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 1023.51b down and 549.71b up at 1-10-12, and 1023.5Ib down and 549.71b up at 3-10-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -3= -20.0, 1- 2 = -54.0 Concentrated Loads (Ib) Vert: 4=- 1023.5 5 =- 1023.5 t'1• CARe $ No. 48803 1) STA E fF r II, amok Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 Ems\ 13 NN r Job Truss Truss Type Qty Ply BERRY RES. 0000431 716 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:01 2000 Page 1 • I -2 -0-0 I 7 -2 -12 1 14 -0 -0 1 20-9-4 1 28 -0-0 1 2 -0-0 7 -2 -12 6 -9-4 6 -9-4 7 -2 -12 Scale = 1'53.3 4x5 11 4 7.00 ril 1x4 \ 1x4 # 3 e 2 aa Ig d '' 1 5 7 3x4 = 3x4 = 3x4 = 5x5 = I 9 -5 -14 I 18 -6 -2 1 28-0-0 1 9 -5 -14 9 -0 -5 9 -5 -14 Plate Offsets (X YI: 17'0 -2- 8.0.3 -01 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.08 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.26 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 6 n/a BCOL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /dell = 240 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -10 -10 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8 -2 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 6= 1025/0 -3 -8, 2= 1145/0 -3 -8 Max Horz2= 365(load case 3) Max Uplift6=- 549(load case 4), 2=- 748(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2- 3= -1440, 3-4=-1258, 4 -5= -1258, 5 -6= -1440 BOT CHORD 2 -8 =1234, 7 -8 =840, 6 -7 =1234 WEBS 3 -8= -303, 4 -8 =513, 4 -7 =513, 5- 7 = -303 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 Ib uplift at joint 6 and 748 Ib uplift at joint 2. 4) This truss has been designed for both TPI -85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard F 3 No :4880 * * a� T P • . i 1 .' Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 Ems\ L3 NN Job Truss Truss Type Qty Ply BERRY RES. , 0000431 T17 ROOF TRUSS 2 1 fnntional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:02 2000 Page 1 -2 -0-0 1 7 -2 -12 14 -0 -0 20-9-4 28-0-0 2 -0-0 7 -2 -12 6 -9-4 6 -9-4 7 -2 -12 Scale x 1:53.3 45 11 4 A 7.001' 1x4 \\ 1x4 // 3 5 \ , z C. 3x4 = 6 7 3x4 = 3x4 = 5x5 = 9 -5 -14 ) 18 -6 -2 1 28 -0-0 , 9 -5 -14 9 -0 -5 9 -5-14 Plate Offsets (X.Y): [7:0- 2- 8.0 -3.0) LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.08 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.26 7 -8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1 /deft = 240 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -10.10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 1025 /Mechanical, 2= 1145/0 -3 -8 Max Horz2= 365(load case 3) Max Uplift6=- 549(load case 4), 2=- 748(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2- 3= -1440, 3-4= -1258, 4 -5= -1258, 5 -6= -1440 BOT CHORD 2 -8 =1234, 7 -8 =840, 6 -7 =1234 WEBS 3- 8 = -303, 4 -8 =513, 4 -7 =513, 5 -7= -303 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead Toad, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 fl by 24 ft with exposure C ASCE 7 -93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 Ib uplift at joint 6 and 748 Ib uplift at joint 2. 5) This truss has been designed for both TPI -85 and ANSI/7P' 1 -1995 plating criteria. LOAD CASE(S) Standard �, V.C4 , p, , �Q� ��,t�FfCg = N®. • 88f1 S. . - 8f°AT -O7: it lit �,'7 • � 4 ', 'EDE Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 1Job Truss Truss Type Qty Ply BERRY RES. f 0000431 IT18 MONO TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 fontinnal) 4.200 S Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:03 2000 Page 1 1 3 -1-0 3 -1-0 15x4 II Scale 2118.9 2 7 00 12 i Jx5 r i i# ■ �' 8 a 2x4 I I 4x4 _ 3-1-0 3 -1 -0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.01 3 -4 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 3 -4 >999 BCLL 0.0 Rep Stress Ina NO WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min I /deft = 240 Weight: 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 4=367/0-3-8, 3= 271/0 -3 -8 Max Horz4= 97(load case 3) Max Uplift4=- 129(load case 3), 3=- 214(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=30, 2- 3 = -75, 1 -4 = -75 BOT CHORD 4 -5 =0, 3 -5 =0 WEBS 1 -3 = -0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition t enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 Ib uplift at joint 4 and 214 Ib uplift at joint 3. 3) This truss has been designed for both TPI-85 and ANSI/TPI 1 -1995 plating criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 431.51b down and 232.8lb up at 1-2-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pif) Vert: 3-4=-20.0, 1-2=-54.0 Concentrated Loads (Ib) Vert: 5= -431.5 ti v. CAN, • o. 8 , TE OF , Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Wee ORi�P �t1`� Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 � EA This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 Akr Job Truss Truss Type Qty Ply BERRY RES. —_,— 0000431 T19 ROOF TRUSS 1 1 (notional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:05 2000 Page 1 -2-0-0 5 -0-0 { 7 -0-0 12 -0-0 { 2 -0-0 5 -0-0 2 -0-0 5-0-0 Scale = 1.25.1 4x4 = 4x4 = 3 4 7.00 12 o u. c. 5 1 2 0 Ig X 7 8 3x4 = 1x4 11 1x4 11 1,4 = 1 5 -0 -0 7 -0-0 { 12 -0-0 5 -0-0 2 -0 -0 5 -0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (IOC) I /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.07 5 -6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.12 1 -2 >227 BCLL 0.0 Rep Stress Ina NO WB 0.07 Horz(TL) 0.02 5 n/a BCDL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min I /dell = 240 Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 5= 795/0 -3 -8, 2= 938/0 -3 -8 Max Horz2= 206(load case 3) Max Uplift5= •385(Ioad case 4), 2=- 634(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =56, 2- 3= -1284, 3-4= -1045, 4 -5= -1278 BOT CHORD 2 -7 =1034, 6 -7 =1045, 5 -6 =1034 WEBS 3-7=226, 4-6=219 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not expcsed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 Ib uplift at joint 5 and 634 Ib uplift at joint 2. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1.1995 plating criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 225.21b down and 252.0Ib up at 5 -0 -0, and 225.21b down and 252.OIb up at 7 -0-0 on top chord, and 148.lIb down at 5 -0 -0, and 148.1Ib down at 6 -11 -4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pit) Vert: 1 -3= -54.0, 3 -4= -54.0, 4 -5= -54.0, 2 -5= -20.0 Concentrated Loads (Ib) Vert: 3= -225.2 4= -225.2 7= -148.1 6= -148.1 0 V . CAR ( 0.4 0 O� • / OF- Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporatio 4.,_ R` lORIOP ` s ic Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.52v + 1ED E $ This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 -, i 13 ` t'\ k r Job Truss Truss Type Qty Ply BERRY RES. 0000431 T20 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:06 2000 Page 1 1 -2 -0-0 I 6-0-0 j 12 -0-0 I 2 -0-0 6 -0-0 6 -0-0 Scale = 1:25.9 4x4 = 3 r, .. .00 12 4 5 3x4 = 1x4 II 3x4 = 1 ) 6 -0-0 1 12 -0-0 I 6 -0-0 6 -0-0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.01 5 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.07 1 -2 >395 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I /deft = 240 Weight: 47 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 4= 433 /Mechanical, 2= 553/0 -3 -8 Max Horz2= 224(load case 3) Max Uplift4=- 232(load case 4), 2=- 431(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3 =-418, 3-4 =-418 BOT CHORD 2 -5 =358, 4 -5 =358 WEBS 3 -5 =117 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 Ib uplift at joint 4 and 431 Ib uplift at joint 2. 5) This truss has been designed for both TPI -85 and ANSUTPI 1 -1995 plating criteria, LOAD CASE(S) Standard 4 k 1 4. CO. .4� i Z IF C , ,. (.7 -., . 1 4: 8 , Alr ti! �.1 EOF Q %CS 4 '1 O R IOP . ` ‘ 4 Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation RED EN Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 E \ 13 N. C t Job Truss Truss Type Oty Ply BERRY RES. 0000431 T21 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:07 2000 Page 1 -2 -0-0 1 6 -8 -12 13-0-0 ( 17 -6 -0 I 22 -0-0 28-3-4 35 -0-0 1 37 -0-0 2 -0-0 6-8 -12 6 -3-4 4 -6-0 4-6-0 6 -3-4 6-8 -12 2 -0-0 Sc. s =1:859 4x4 = 3x4 = 4x4 = 4 5 e A w M 7.00 12 3x5 e 3x5 'e 3 7 li 2 8 1 , , r 0 I 6 3x5 = 13 12 11 10 3x5 = 1x4 11 5x8 = 5x8 = 1x4 11 6-8-12 13-0-0 I 22 -0-0 28-3-4 ( 35 -0-0 6 -8 -12 6 -3-4 9 -0 -0 6 -3-4 6-8 -12 Plate Offsets (X Y): 111:0- 4- 0.0 -3- 0].112:0- 4- 0.0 -3 -0] . LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.12 12 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.30 11 -12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.08 8 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min 1/dell = 240 Weight: 197 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -2 -2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 -1 -1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 -12, 5 -11 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 8= 1404/0 -3 -8 Max Horz2= 267(load case 3) Max Uplift2=- 887(load case 4), 8=- 887(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-2015, 3-4= -1572, 4 -5= -1363, 5 -6= -1363, 6 -7= -1572, 7 -8= -2015, 8 -9 =28 BOT CHORD 2-13=1725, 12 -13 =1725, 11 -12 =1431, 10 -11 =1725, 8 -10 =1725 WEBS 3 -13 =129, 3 -12= -434, 4 -12 =500, 5 -12= -136, 5 -11= -136, 6 -11 =500, 7 -11= -434, 7-10=129 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 8, 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard � * *4. CA ,p, fit- (PZ IFi �!'i z $ No. 48803 lir 46‘ TAT 2 1,.. ,� • i' Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation . Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 'This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 6\ '1..\M 4 Job Truss Truss Type City Ply BERRY RES. 0000431 T22 ROOF TRUSS 2 1 (optional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:09 2000 Page 1 1 -2 -0-0 [ 7-8 -12 I 15 -0 -0 [ 20 -0 -0 I 27 -3-4 [ 35 -0-0 [ 37 -0-0 [ 2 -0-0 7 -8 -12 7 -3-4 5 -0-0 7 -3-4 7-8 -12 2 -0-0 Scab = 1 689 4x7 = 4x4 = 5 MR w 7.00 FF 3x5 G 3x5 J 3 e A • 7 n d B 1 3x4 = 12 11 10 9 1,4 = 1x4 11 3x4 = 5x8 = 1x4 11 [ 7 -8 -12 I 15 -0 -0 20 -0-0 ] 27-3-4 35 -0-0 ) 7 -8 -12 7 -3-4 5 -0 -0 7 -3-4 7 -8 -12 Plate Offsets (X.Y)• [2:0 -0 -8 0 -0 -2]. [4 :0- 5- 4.0 -2 -01. [7:0 -0 -8 0 -0 -21. 110:0- 4- 0.0 -3 -01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.12 11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.22 11 -12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.08 7 n/a BCDL 10.0 Code SBC /SBCCI 1st LC LL Min I /deft = 240 Weight: 196 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -11 -6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 -5 -6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3 -11, 4 -10, 6 -10 REACTIONS (Ib /size) 2= 1404/0 -3 -8, 7= 1404/0 -3 -8 Max Horz 2=- 302(load case 2) Max Uplift2=- 887(load case 4), 7=- 887(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1 -2 =28, 2 -3= -1949, 3-4= -1429, 4 -5= -1240, 5 -6= -1432, 6 -7= -1949, 7 -8 =28 BOT CHORD 2 -12 =1671, 11-12=1671, 10 -11 =1240, 9- 10= 1671, 7 -9 =1671 WEBS 3.12= 150,3 -11 =- 514,4 -11= 391,4- 10=- 1,5 -10= 392,6 -10 =- 512,6 -9 =149 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 Ib uplift at joint 2 and 887 Ib uplift at joint 7. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1 -1995 plating criteria. LOAD CASE(S) Standard � * v. CA A� i *� .1 %F,C,,, , -„ * No. 48803 S •F Ok 11. DE Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. . Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 \ 13 b 0 - t Job Truss Truss Type Qty Ply BERRY RES. 0000431 T23 ROOF TRUSS 1 1 (notional) TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.200 s Dec 13 1999 MiTek Industries, Inc. Mon Jun 12 16:27:11 2000 Page 1 I -2 -0-0 ) 3 -0-0 j 6-6-0 I 9-6-0 1 11-6-0 I 2 -0-0 3 -0-0 3 -6 -0 3 -0-0 2 -0-0 Scala 1/2=1' 40 = 4x7 = 3 9 4 8.00 a a 1 2 [i I I M 5 1i. 8 10 7 �1 e 1 2.5x4 = 1x4 11 3x4 = 2.5x4 = I 3 -0 -0 I 6-6-0 j 9-6-0 I 3 -0-0 3-6-0 3 -0-0 PhtP 1 ffsPts (X.Y): [2:0-1-12.0-1-41. (3:0- 5- 0.0 -2 -0). [5:0 -1- 12.0 -1-41 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.01 2 -8 >999 M20 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.11 1 -2 >243 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 5 n/a BCOL 10.0 Code SBC /SBCCI (Matrix) 1st LC LL Min 1 /dell = 240 We.ght: 45 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 546/0 -3 -8, 5= 546/0 -3 -8 Max Horz2= 45(load case 3) Max Uplift2=- 258(load case 4), 5=- 258(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=49, 2 -3= -648, 3 -9= -545, 4 -9= -545, 4 -5= -649, 5 -6 =49 BOT CHORD 2-8=533, 8 -10 =545, 7-10=545, 5 -7 =534 WEBS 3-8=126, 3-7=1, 4-7=126 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bcitom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per SBC /SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 Ib uplift at joint 2 and 258 Ib uplift at joint 5. 5) This truss has been designed for both TPI -85 and ANSI/TPI 1-1995 plating criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 89.3Ib down and 8.51b up at 3-0-0, and 22.71b down and 15.61b up at 4 -9 -0, and 89.31b down and 8.51b up at 6 -6 -0 on top chord, and 69.71b down at 3 -0 -0, and 26.31b down at 4 -9 -0, and 69.71b down at 6 -5 -4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -3= -54.0, 3 -4= -54.0, 4 -6= -54.0, 2 -5 = -20.0 Concentrated Loads (Ib) Vert: 3 =8.5 4 =8.5 8= -69.7 7= -69.7 9= -22.7 10 = -26.3 �4 CAR l iFI ��6,� Q G * No 8 1 ,� S F ° 1a_ - ED EN Apex Technology is a fictitious name owned by Jax Apex Technology Inc., a Florida Corporation Florida Engineer Business No. 7547 - P.O. Box 50368, Jacksonville Beach, FL, 32240 - 904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, including HIB -91, should be used in conjunction with the architectural and structural plans during installation. If HIB -91 has not been shipped to the site with the component pictured on this page, please contact Apex Technology for a free copy 904.241.5200 b\ 1.3 c