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Permit 955 Main St (vault) BOUNDARY SURVEY _®rAh ACCURATE of TOPOLOGY rr LOT 1 , BLOCK 161 , SECTION "H° ATLANTIC BEACH AS RECORDED IN PLAT/DEED BOOK I6 PAGE(S) _�, INC *4 OF THE CURRENT PUBLIC RECORDS OF T)( �!l�L. COUNTY, FLORIDA PROFESSIONAL SURVEYORS & MAPPERS, LAND PLANNERS L.B. 6576 LOT 1 , BLOCK 1 613 sgsa SUNBEAM ROAD, SUITE 2, IACYSONVII12, FL3=7 LOT 6 BLOCK 1 B6LOT 2 , BLOCK 160 (904) sae-glad aaa-g= 09• o. 50.013' 01' -o ,�1 LOT 6 BLOCK 1 B.11 5 so LOT 1 BLOCK 1 6 1�� ""LOT 2 , BLOCK 1 6 1 -- � E�HY CERTIFY, That thin map deplete the :e:ult� ai a ilnld bosurvey made under my responsible direction and complies with the latest Minimum Technical Standards for Servcys, as 00. CP promulgated by the Florida State Aoard esl Professional Surveyors I and Mappers, Chapter 61617, rloridAAmaj .+. tive Coda: D Pursuant to Section 47E.U27. Florida Statutes; Subject to a.11 notes and notatiana shown her-an." %G-01!�)-UZ \0-\O-C)-L DATE-F= WIT C�LBTED DATE MAP SIGNED 2s #, f e THURMAN B. KING F'L,CERTIF`YCATION No 41,424 O NOTATION: Thin surrey does not constitute a title search by (VACANT LOT) makesand therefore the undersigned 0 ± regarding Information shown or not certification AREA 0.1 17 AC. eersoa ertaining to = esaamaats, clafms of easements. rights-oi-way. setback linen. N 0 enarlapa. boundary line disputes. agreemmta, reservations. O _ restzictt" covenants, owneahip title evidence. or any other 1.00, N facts that an accurate and current title search may disclose. • - O THIS SURYEY 15 PREPARED AND CERTUM FOR THE SZCLUSM USE e or TSE tater xAMED HEREON AND IS NOT Ulm uWLESs IT HZARS AN OECINAL SIGNATURE AND AN DOSSED SURVETORS SEAL L • Iri .o `� PREPARED AND CEB rm FOR: —� X k N I- U� KEVIN BENNETT 0.5A x W 4 . .. 16.20' Q' CERITFDID M. o t 3LO F- D CA -WAT50N AND 0513RVI ORNE TITLE SECES . INC. 5 q _ 'A6.20 17.60' • p1 1 -0toF- PR07. No.: OZ-`io3 A SKEET t OF 1 ' x n m SCALE: I'-ZO F.B./PG(s):33k5� ao � o. DRA1fN HY: NSC t'g.N. CHECKED BY: T3'� _ p _ 1� a o SEC. TSP. RAG. os' 50.001 } 270.00' 11 F.I.R.M. FLOOD ZONE: X MAIN STREET (50 RAV) COMMUNITY PANEL No.: tZoo'1 f cv oo� DATE OF F.I.R.M. INDEX: \7 A�1EVIwrlolvs CURVE DATA: SUSVIKY ANNOTATIONS: BASE FLOOD ELEVATION: AIC -AIR CCNaTIONER FJL -FERE HYDRANT PQ -PACE D -DELTA ❑ -FMO. CCNc. MONUMENT (NO I.D.) -No NDENTWICATK:N ASPH_ -ASPHALT FAD. -FOUND Py_ -PARIQR MON NNL D -DEGREE OF CURVE ■ -SET CONC. MONUMEM --x--x— -CHAIN UW FENCE eFENCE E i �'�CTI N LINE � -ecu wRE a:ac -P�aNT OFCOMM CEa�+T BECINNINQ L -� OF ARC o -SE�P+ -/ICOi'"'' -�- -o-�- -w o -e No. REVISION DATE -RADIAL LTE C -i.EHC1H OF CHORD -_FMO. DRI ---C f -CV- -OVERHEAD CAB.EVtSCM 0- --CENTER UNE I-. -{)CENSE BUSINESS R.L.S.-CALCULATED Kvi. -HEAD WALL -REGISTERED LAND SURVEYOR C8 -CHORD BEAPoNC - $ -ST DRN1 H= --E--E-- -CNE7iii ELECTRIC PWL - CONC. -CRETE (M) -IELD MEASURED R/W -RICHT-CF-MAY T -LENGTH OF TANGENT - • -FND. P.K. NAL --T--T-- -o%sRw-AD TELEPHONE SERV. CP_ -COVERED PORCH Y.H. -i/ANHCLE SAL. -SANITARY PC -PONT OF CURVATURE . -SET P.K. NAIL -POMIF-R POLE(W000XOONC•) C.R. -COUNTY ROAD MON. -MONUMENT S.P. -SCREENED PORCH PI -PONT OF wTERSECTION Q -FNO. NAL/USK - - (METALXFOERG.ASS) DEED 0.R V. -OFFTCIA RECORD VOLUME T.B.M. -TEMPORARY BENCH MMM PT -PONT OF TANGENCY O -SET NAIL/DISX -BENCH MAK+ELEVATION (D) - 0g -D BOCK O-F -PLAT TRANS -TRANSFORMER PCC -PONT OF COMPOUND CURVATURE A - 0.FNTRAVERSE POINT CONCRETE F.B. -FF1D BOOK P.CP. -PERU. CONTROL POINT 4A. -MOOD - PRC -POINT OF REVERSE RE CURVATU ♦ -SET TRAVERSE PONT >m® -ASPHALT F.F. -FINISH FLOCK ELEVATION P.RP. -PERM. REFERENCE PONT W.M. -MATER METER PNT -PONT OF NCN-TMCEmCY ■ -FN0. R/W CONIC. MONUMENT JOB SITE HANDLING BEGINNING THE ERECTION PROCESS 3)WEB MEMBER PLANE.abracing,asshown,Rcritical in DO NOT USE SHORT BLOCKS BRACE preventing trusses from leaning or dominoing. Repeat as INDIVIDUAL TRUSSES WITHOUT A WARNIN If is important for the builder or erection contractor to provide substantial bracing for the first truss erected.The two or more shown to create a succession of rigid units. SPECIFIC BRACING PLAN trusses making up the rest of the first set are tied to and rely upon the first truss for stability.Likewise,after this first set of truss- Continuous X-bracing DETAILING THEIR USE Spreader bar for es is adequately cross-braced,the remaining trusses installed rely upon this first set for stability.Thus,the performance of the lateral bracing larger trusses truss bracing system depends to a great extent on how well the first group of trusses is braced. GENERAL ®®® GROUND BRACE-EXTERIOR GROUND BRACE-INTERIOR Web members j-15—j-15-4 ``'=u One satisfactory method ties the first unit of trusses off to a Another satisfactory method where height of building or max. max. Familiarit with the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and TRUSS series of braces that are attached to a stake driven into the ground conditions prohibit bracing from the exterior is to tie y Q ® ic, ground and securely anchored.The ground brace itself should the first truss rigidly in place from the interior at the floor X-bracing should be installed on vertical web members PLACEMENT PLANS(if required by the CONSTRUCTION DESIGN DOCUMENTS)is required to properly be supported as shown below or it is apt to buckle.Additional level,provided the floor is substantially completed and wherever possible,at ornear lateral bracing.Plywood sheathing erect,brace,and connect the trusses to the building system. round braces in the opposite direction,inside the building,are capable of supporting the round bracing forces.Securely may be substituted for X-bracing. 9 PP 9. P PP 9 9 9 Y also recommended. fasten the first truss to the middle of the building.Brace the Web members All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Note:Locate ground braces for bracing similar to exterior ground bracing shown of left.Set �a61pa See WTCA's Truss Technology in Building trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING, Proper banding and smooth ground allow for unloading of trusses without damage.This should be *45* irst truss directly in Ime with all trusses from the middle toward the end of the building. t*M,e0 Brace the gy g ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUB- done as close to the buildingsite as possible to minimize handling.DO NOT break bandinguntil instal- ows of top chord continuous at ea c( bracin Always Diagonally Brace for Safety document P g' eral bracing(either temporary or Properly cross-brace the first set of trusses before remov- QaQ aha 9 for short block use options STANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.THE MAJORITY OF lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. permanent). ing floor braces and setting remaining trusses. P TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER ✓2nd,3rd&4th trusses BRACING REQUIREMENTS USING THE SAME DESIGN OR MANUFACTURE. PRINCIPLES APPLY TO First truss \� L PARALLEL CHORD TRUSSES Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning meeting, 4 minimum making sure each crew member understands his or her roles and responsibilities during the erection process. Temporary support +. wall or temporary Ica x. TEMPORARY ERECTION BRACING scaffolding(helps 5 ,5�s+� Bottom chords First truss to be well when installing long braced before erection clear span trusses) i Ground brat of additional units. Note:Top chords and some web members are not shown, \%� TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF Brace the bracin in order to make drawings more readable. 9 Ground bracing he d TEMPORARY ERECTION BRACING. All temporary bracing shall comply with the latest edition, Bearing for trusses recommendations and options as described in the Wood Truss Council of America's Warning Poster DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND Lateral a QQo STACKING MATERIALS described herein.Additional important safety information can be found in the Truss Technologyin Buildingseries Ground stakes11 Minimum Two 16d 2oq s`e�5 00`� of publications including Always Diagonally Brace for Safety;Web Member Permanent Bracing:Brace it for ft Double Headed Nails as 2�d o, DO NOT PROCEED WITH BUILDING COMPLETION UNTIL Stability, and Construction Loading, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS '; -- O 2x4 minimum size �5vwo ALL BRACING IS SECURELY AND PROPERLY IN PLACE prepared by the building designer. ,i"I /r U Eadaago.als w ground stakes This level represents Platform must i 0 ground floor on single be rigidly braced PERMANENT TRUSS BRACING 1/2" enetration story applications - y 1V R t.. o C Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should be _ shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracing locations for individual compres- If trusses are stored vertically,they shall be braced in a If trusses are stored horizontally,blockingshouldbeusetl j INADEQUATE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF sion members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the manner that will prevent tipping or toppling.Generally, on eight to ten foot centers,or as required,to minimize` Q ERECTION DDMINQING. building or erection contractor.This bracing is needed for the proper performance of individual trusses within cutting of the banding is done just prior to installation. lateral bending and moisture gain. the roof or floor system.The design and connection of the bracing to the truss and then to the overall building Z TT ER ECTI O N TO L E RA N C E NEVER STACK MATERIALS ON UNBRACED Proper distribution of construction materials is a must during system is the responsibility of the building designer,and is in addition to the permanent bracing plan,which is CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO AVOID DAMAGING TRUSSES. Q o OR INADEQUATELY BRACED TRUSSES construction. See wrcA's truss technology in Building also specified by the building designer. N Construction Loading for additional information During long term storage,trusses shall be protected from the environment in a manner that provides Length Length Length for adequate ventilation of the trusses.If tarpaulins or other material is used,the ends shall be left open N +1 1_ +1"� ---I— Acceptable for ventilation.Plastic is not recommended,since it can trap moisture. H �` �— against out- Yoad Lesser of Lergtlh bearside ing wall HOISTING n/5 0 Bobor Length 3Z&, ve =1" Length 32'&over =1" Plumb Bob Length &over=2' Length 32'&over=2" M Acceptable Complying with erection tolerances is critical to achievingan acceptable` roof or floor line AND TO ACCOMPLISHING EFFEC- ALL TRUSSES THAT ARE ERECTED ONE AT AITIME SHALL BE HELD SAFELY IN POSITION Q TIV BRACING.Setting trusses within tolerance.the first-me wll prevent the need for the hazardous practice of respacing or JJr—over ng wall BY THE ERECTION EQUIPMENT UNTIL SUCH TIME AS ALL NECESSARY BRACING HAS BEEN adjusting trusses when roof sheathing or roof purlins are installed.Trusses leaning or bowing can cause nails to miss the tap NEVER STACK MATERIALS NEAR A PEAK INSTALLED AND THE ENDS OF THE TRUSSES ARE SECURELY FASTENED TO THE BUILDING; it chords when sheathing Is Wiled,and create cumulative stresses on the bracing,which is a frequent cause of dominoing. W WHEN SHEATHING,MAKE SURE NAILS ARE DRIVEN INTO'THETOP CHORD OF THE TRUSSES. BRACING CrC 'D Z Q Always stack materials over two or more trusses. ,y NEVER STACK MATERIALS ON THE Not to exceed 4'0"maximum from bearing CANTILEVER OF ATRUSS DO NOT INSTALL TRUSSES ON TEMPORARILY 00 NOT WALK ON TRUSSES CONNECTED SUPPORTS DO NOT WALK ON OR GABLE ENDS LYING FLAT UNSRAOEDTRUSSES direction AVOID LATERAL BENDING a of nailing i All anchors, Bangers, tie-downs, seats, bearing ` nails sin Is ledgers,etc.,that are part of the supporting structure. ye. brace uses Roofing and mechanical contractors are cautioned to stack shall be accurately and properly placed and Parma • materials only along outside supporting members or directly 60° or ase - __ nently attached before truss installation begins.No NEVER OVERLOAD SMALL GROUPS over inside supporting members.Trusses are not designed for Or IBSS dire Ctl f for trusses shall ever be installed on anchors or ties that dynamic loads(i.e.,moving vehicles).Extreme care should be have temporary connections to the supporting struci direction OR SINGLE TRUSSES.POSITION LOAD taken when loading and stacking construction materials SPECIAL DESIGN REQUIREMENTS x faction B Ing lure. of force OVER AS MANY TRUSSES AS POSSIBLE. (rolled roofing,mechanical equipment,etc)on the me,or Iy NAILING SCABS TO THE END OF THE BUILDING / floor system. Special design requirements,such as wind bracing,portal bracing,seismic bracing,diaphragms,shear walls, A rox. `' Tagline r NAILS IN HDRAWAL TO BRACE THE FIRST TRUSS IS NOT RECOM- WELL NAILED sleeper or other load transfer elements and their connections to wood trusses must be considered separately b the 1/2 truss eng— �~ Approx. N (PARALLEL TO FORCE) MENDED.All nailing of,bracing should be done so p Y Y 9 1/2 truss length that nails are drivenndicular to the direction of (PERPENDICULAR TO FORCE) building designer,who shall determine size,location,and method of connections for all bracing as needed to Tagline up to 30 feet up to$0 feet force,as shown at right resist these forces. Truss sing Is acceptable Where these criteria are met. BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Panel point UNLOADING & LIFTING Temporaryerection bracing must be applied to three planes of the roof system to ensure stability:Plane 1)Top Chord(sheathing),Plane 2) Sleepers for mechanical equipment should be located at SPREADER BAR Bottom Chord(ceiling plane),and Plane 3)Web Member plane or vertical plane perpendicular to trusses. NEVER CUT ANY STRUCTURAL panel points(joints)or over main supporting members,and AVOID LATERAL BENDING SPREADER BAR MEMBER OF A TRUSS, only on trusses that have been designed for such loads. 1)TOP CHORD PLANE.Most important to the builder or erection con- 2)BOTTOM CHORD PLANE.In order to hold proper spacing on the tractor is bracing in the plane a the by chord.Truss top chords are bottom chord,temporary bracing is recommended on the top of the bot- qU T I 0 N NOTES i TOE IN TOE IN susceptible to lateral buckling before they are braced or sheathed. tom chord. TOE IN TOE IN Top Chord Diagonal Bracing Continuous Continuous lateral web g g web members lateral bracing Errors in building lines and/or dimensions, or errors by others shall be corrected by the bracing Not to scale. contractor or responsible construction trade subcontractor or supplier BEFORE erection of Approx.1/2 to 2/3� trusses begins. A rox.len t0 2/3 truss length I Bottom Chord L— Pp _I'll 2"x 4"x 10'Length truss length up to 60 feet 6'-Spans 45'-60':Use spacing no greater than 6'. lapped over two Bottom chord Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by U to 60 feet Tagline s'-Spans between 30'-45':Use B'spacing. trusses. p �sma' the builder or erection contractor. Tagline or`10'-Spa ns up to 39:Use 10'spacing. ® ConlinuousTemporary Any field modification that involves the cutting,drilling,or relocation of any structural truss Uses reader bar in ALL other cases.It should be noted that the lines from the ends of the spreader Lateral Seeing member or connector plate shall not be done without the approval of the truss manufacturer or P P Temporary Diagonal �w + (where possible place at a licensed design professional. bar"TOE IN";if these lines should"TOE OUT"the truss may fold in half. Bracing every 20' each top chord joint) The methods and procedures outlined are intended to ensure that the overall construction STRONGBACK/ techniques employed will put floor and roof trusses SAFELY in place in a completed structure. SPREADER BAR STRONG BACK/ _ s' These recommendations for bracing wood trusses originate from the collective experience SPREADER BAR Zo„ Connect end of of leading technical personnel in the wood truss industry, but must,due to the nature of 45, bracing to rigid support or add diagonalbracing at responsibilities involved,be presented only as a GUIDE for use by a qualified building designer, NEVER HANDLE TRUSSES FLAT s• approximately 20'intervals(repeat at both ends).` builder, or erection contractor. Thus, the Wood Truss Council of America expressly Beginning with the unloading process,and throughout all phases of construction, ao'• disclaims any responsibility for damages arising from the use, application, or reliance care must be taken to avoid LATERAL BENDING of trusses,which can Temporary Diagonal 2"x 4"x 10'Length `Long spans,heavy loads or other spacing configurations on the recommendations and information contained herein. cause damage to the lumber and metal connector plates at the joints. A rox.2/3 to 3/4 A rox.2/3 to 3/4 Bracin ever 20' lapped over two trusses. may require closer spacing between lateral bracing and 9 P 1 f.-- PP PP ,I s v Y q P g g truss length j= truss length closer intervals between diagonals.Consult the building USE SPECIAL CARE IN WINDY WEATHER. over 60 feet over 60 feet EXACT SPACING BETWEEN TRUSSES SHOULD BE MAINTAINED designer,HIS,DSB(Recommended Design Specification Selected text and figures referenced or reproduced from HIB and DSB by Tagline Tagline AS BRACING IS INSTALLED to avoid the hazardous practice of removing for Temporary Bracing of Metal-Plate Connected Wood permission of the Truss Plate Institute,Madison,WI. IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, bracing to adjust spacing.This act of"adjusting spacing"can cause trusses to Trusses)or AITCA's Truss Technology in Building Always CONTACT THE LOCAL POWER COMPANY. For lifting trusses with spans in excess of 60 feet, it is recommended that a strongbacWspreader topple if connections are removed at the wrong time. Diagonally Brace for Safety document. WOOD TRUSS COUNCIL OF AMERICA bar be used as illustrated.The strongbacWIn TM spreader bar should be attached to the top chord and One WTCA Center IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, web members at intervals of approximately 10 feet. Further, the strongback/spreader bar should DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! 6300 Enterprise Lane be at or above the mid-height of the truss to prevent overturning.The strongbacWspreader bar Madison,WI53719 CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT can be of any material with sufficient strength to safely carry the weight of the truss and sufficient SEE WTCA'S TRUSS TECHNOLOGY IN BUILDING ALWAYS DIAGONALLY 608/274-4849•608/274-3274-3 329 fax ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. rigidity to adequately resist bending of the truss. wtca@woodtruss.com•www.woodtruss.com BRACE FOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS. 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N01103S ` L9 L 710019 ` L 101 �DOrlOdO L jo PREPARED 10/14/03, 8:42:27 INSPECTION TICKET PAGE 12 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/14/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 955 MAIN ST SUBDIV: TENANT, NBR: TP01 TEMPORARY POLE CONTRACTOR SCHUMAN ELECTRIC INC. PHONE (904) 737-4040 OWNER BENNETT, KEVIN PHONE (904) 744-0747 PARCEL 170957-0000- - APPL NUMBER: 03-00027080 ELECTRIC ONLY ------------------------------------------------------------------------ - --------------- PERMIT_ EIEC OQ ELECTRICAL PERMIT REQUESTED INSP DESC IPTION TYP/SQ COMPLETED RESULT RES LTS/COMMENTS 24 01 10/14/03 LJH w - `( ------------------------------------------ COMMENTS AND NOTES -------------------------------------- PERMIT WORKSHEET Certificate of occupancy Job Address: qhs Type Work: �ew Main ` 4- Property Owner: Phone # �e✓►n .Ue.nne.f-f- 7AIA1 07A17 Contractor: Phone # Ke-jor, 18er)ne-f-F -lq q 07�17 Permit#: 1 a 7�d� Date Issued: Building Inspections: Footing Slab )o ,Z3 -o Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation 1.t: p 3 Final Building 3c� Tree Permit# �— YES NO Electrical Permit# 3 Z(,-7 g Date/ Copy lEtoo Vo 2,4 /Q3 Temp, Pole Permit# d..,7Ct� Date/ Copy to d3 JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric - Released to JEA Temp. Power Released to JEA Temp. Pole )C• A4.03 Released to JEA Final 1 Released to JEA 0 Mechanical Permit# 3 - Z0 7H Inspections: Rough - 3 Final Plumbing Permit# 03 26P-7 4-S Inspections: Rough / Underslab 10 -b 1.13 3 Topout Water/Sewer Final U Drainage Inspection: �— Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: a O m -4 % Q� m OD --PT m G Wom a 10 �Q p GN �'6 � 'p '✓ Q to O +}� T CA CA coo 0 N Q N q7 _ 4 r OF c\ �G is e o{ gP OIKIG � F©t� REa `tN° � v bL .. 8\NG G Neai�n a°e tate �(1` . Jd{es,��`• � EGoo,ur�,�Ga;c°tPntOL9� G pR�ouM9Ou t GG FPuee toe ed R�`y �-E pG 109etsevj ob PFab pM t"t ! �E RoP P°te a Friday Na es fOobpn fop`IA 1b01s• G G to y 8V0-a\N p �tntat pEp \Ned• pM �nsPgCt�on oGoPa°oy G . Ecam�ool�n9 G 'Fof R Geti�C�cate Resutat�on to lues' ' gate ade Lam" tns�oi�on M tnsve°to, �j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE O F OCCUPANCY P E R M A N E N T Issue Date . . . . . . 2/02/04 Parcel Number . . . . . 170957-0000- - Property Address . . . 955 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BENNETT, KEVIN Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 03-00026748 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . r Building Offici 1 VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00026748 Date 9/25/03 Property Address . . . . . . 955 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1943SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 120000 --------------------------------------------------------------- ------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 . 74 AB CONSTRUCTION SURCHARGE . 97 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 380 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 2842 . 12 2842 . 12 . 00 . 00 Grand Total 3674 . 62 3674 . 62 . 00 . 00 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. BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit ##: ' Property Address: � � t j 5 T 1c Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ., M Single-Family Residence ❑ Commercial Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Planning Dept. O Z - D 2 'v`'� oz -07- .VT sa Building Dept. , Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No 01/30/2004 10:31 9042466495 CPNALLEY PAGE 02 01/30/04 FRI 09:58 FAX 904 ITS 6369-, UTSON OSBORNE la002 I MAP OmowiNG BOUNDARY SURVEY OF LOT 1 , 6LOGK 16y AK:COiRDMG TO THE PLAT OF ( ) 34 O A3 RECONBCD IN PLAT ItECOOR .ROS OfOuvAL COUNTY, FWRSDACURRENT G;c81'ITUM TO: Tffi"A'tAs DOZZIMV r2DLL2T! NATSOXAL. Tf= IMSURAM COMAM. VAT"* i OSEORXd TITLE SERVYCES, IXC. AND ALL10M HORT6AGM COMM � LAT 1 LOT 6 BL= 160 1LOT 2 ]/'r BLOW 180 L a aat 184 r �+ Av) ' a LOT 1 � BLACK 1st %u ur far ar n yrb ` N .Qw• , 17.1 • .. a - , ,' � � t7nd 00 t� ULs� sw..sr t+n AWN MAIN lrqBFr (50` R/W� V rMTEiw I.MOB MIR a101R1 01 7m fDR11ZT XPII v `r SMOMM Mum LMS mm n=zem ow cep FM FLT M.A FLOD Urs PNIEL a►T� A Ssoc paw a1iRYE m INC. % DIM Y_ft c�. `GuNwo SouLtowk a n 99 sb nuc+ ,s i,an rar aAa . 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A FLOfsM7Y1 LICENSER AND MAPPER Td Wes.61 mm 0£ *mr 6546 UL 0% : ON XUA OMI Si30.t3VM (MIMIXS% : WM3 ■ ■ ■ • �!.Aill ■ \s ,s� CITY OF ATLANTIC BEACH • 800 SEMINOLE ROAD • ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 • http://ci.atlantic-beach.fl.us FAX To: 1,�1'� r tt ti; Fax#: �l J From: Jennifer Date: LO ' Pages: " Re: 0 C M6t V) Si-, ❑ Urgent ❑ For Review ❑ Please Reply Notes: ti vuwtv" HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Feb 03 2004 1:50pm Last Tr nsaction Date Time T -g Identification Duration Pages Result Feb 3 1:49pm Fax Sent 92466495 0:50 2 OK 01/30/2004 10:31 9042466495 OMALLEY PAGE 01 • "S AMryport Rd„ Suite 1 A>Hantk Beack FL 32233 904-241-3141 John JG$q* O'AAaUey 1-800-881-0234 President ` Fax.904-246-6495 Ucensed Real Estate 6toker omaileyjax@aoLcotn Date: To: Fax No. _ T From: Rc: Number Of Pages: (Including Cover.Page) "Tic information contained in this facsimile(and/or the documents accompanying it)may contain confidential information.The information is intended only for the use of the individuals to whom it iz addressed, if you are not the intended recipient.or the employees or agent responsible for delivering it to the recipient,you atc hereby notified that any dissemination,distribution,copying or taking of any action in the reliance on the contents of this information is strictly prohibited, If you receive this facsimile in error, please notify us immediately." Lo for HP OfficeJet K Series K80 Information Systems Personal Printer/Fain/Copier/Scanner information Y Jan 30 2004 10:38am Last Tran_saetion Date Time Twe Identification Duration Pages Result Jan 30 10:37am Received 9042466495 0:58 2 OK HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Jan 30 2004 10:38am Last Transaction Date Time Tvne Identification Duration Pages &s 1 Jan 30 10:37am Received 9042466495 0:58 2 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J +� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 03-00026748 Date 11/07/03 Property Address . . . . . . 955 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1943SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor --------------- ----- ---- ----- - -- -- -- ------------ BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 ------- -------- -- ------ -------- ---------------- -- ----- ------ ---------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . AIR FLOW DESIGNS, INC . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- ----- -- --- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 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. 3UILDING OFFICIAL S, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, 11, III, and IV. I. Street Address: 6L.', LOCATION OF Intersecting Streets:Between And BUILDING Sub-division m0. 1 c+w-, lam' H. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are qpart hereof and in accordance with the City of Atlantic Beach ordinances and standards of goodpractice lig.Wo therein., o444 Name of Mechanical ] Contractors Contractor Print r u I � Master f. Name of Property ^ ' Owner �J(J�I rn o dti'V2. Signature of Owner S' nature of Or Authorized Agent I Architect ar Engineer III. GENERAL INFORMATION A Type heating fuel: B. 21- Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE? k4 C S O Oil O Other—Specify IF YES,GI NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE _,NATURE Off'WORK INSTALLED Residential or Commercial New Building Provide complete list of components on ck of this form) E] Existing Building Heat _Space _Recessed _Central Floor., ❑ Replacement of existing system ,2o'^ Air Conditioning: Room Ceni al Z New Installation(No system previously installed) O Duct System: Material Thickness O Extension or add-on to existing system Maximum capacity 6 efm C1Other- Specify C1 Refrigeration O Cooling tower. Capacity Qpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) O Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel O Boilers �(�nr_, _.� Permit Approved by Date -U— Other—Specify '✓W Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving r Tons Agency 1 Ona 0 CA01,6r a. S 0.0 HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency � irPr" • Z S c TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j K ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t Application Number . . . . . 03-00026748 Date 10/24/03 Property Address . . . . . . 955 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1943SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ---------------- -------- ----- ------------------- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 --------- ---------------------------------------------- ---------- ----------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW RES-150AMP, 1PH, 4W, 240V Sub Contractor SCHUMAN ELECTRIC INC . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- - --------- --- ------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 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. BUILDING OFFICIAL rr 1' CITY OF ATLANTIC BEACH, FLORIDA d3 APPLICATION FOR ELECTRICA PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: / 23 20 03 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. ELECT -1AL FIRM: MASTER ELECI S ATURE: OWNERS NAME: KFL),"'l *7T-- ADDRESS. 4s (Y-)oi Sr - `RFD BOX_ BLDG. SIZE SN C3- Ann i" BETWEEN: Sb cw s RF.i+-j:-,APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW*4, OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NE INCREASE REPAIR( ) CONDUCTOR SIZE AMPS: /,s-0 COPPER( ) ALUM.b< FEES SWITCH OR BREAKER /SZ) AMPS J PH y W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AIvIPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER APPLIANCES T BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 O VER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. KVA NO. IKVA NO.NEON TRANSF. NO I VA I MAMOTOR SIZE SWITCH FLASHERS CA r�u err-,.r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD Jp ,. ATLANTIC BEACH, FLORIDA 32233 � - INSPECTION PHONE LINE 247-5826 ei Application Number . . . . . 03 -00026748 Date 10/16/03 Property Address . . . . . . 955 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484RAD, 1943SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor -- -- - -- - - - --- -- - - --- ---- -- - - - - - - ---- - - - - -- -- - --- BENNETT, KEVIN KEVIN W. BENNETT 4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 JACKSONVILLE FL 32277 (904) 744-0747 (904) 744-0747 --------------- -------- -------------------- - - - - ---- -- - - ----- ---------------- Permit PLUMBING PERMIT Additional desc 13 FIXTURES Sub Contractor GLASS PLUMBING Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------ --- ---- - -- - ---------- --- - - - - - -- -- --- - - --- -- ----- - -- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 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. BUILDING OFFICIAL J v� / o/ CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PE�7RMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: /o ( 20 O 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 ORnINANrRS Lo Lo C) �/ /%1 CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: /o/ 20 0 :9 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. E RICAL FIRM: / - MASTER E URE: C . M j7tit C rf-�✓C- �- 'T�-y OWNERS NAME: r�✓ WC -ADDRE S "' ,— RFD BOX_ BLDG. SIZE BETWEEN: RES APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEWb4 OLD( ) REW.( ADDITION( ) TRAILER( ) TEMP>SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR CONDUCTOR SIZE 7#62Z A S: pro COPPER ALUM. FEES SWITCH OR BREAKER I aV AMPS I PH -3W T RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES 1 9 BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: N0. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5r2=002 HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Oct 14 2003 7:42am Last Transaction Date Time T= Identification Duration Pages Result Oct 14 7:41am Fax Sent 96657372 0:59 2 OK J" S, r l r ;) CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: Job Address: MA-DJ 57T A77,�/ -Q )SLAIf _ 3•ZZ-3,� Owner of Property: �(1 r�U A_yUrw� Address:�� (<'INl/� ?—>4U .� 3Z'Z-� Telephone:7VY--0_7y-? Legal Description: Block Number: �p Lot Number:_�Zoning District: (��- JA Contractor: � gr State License Number: C l3 C 057336S,� Contractor's ��'- �Q12,, 1 Tel Cz�CL_ 3 - 5 3 ax: 7 u -Q 7 Y Describe proposed use and work to be done: /tit I Present use of land or building(s): �� Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will t��his��PProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? YE L�' Applicant certifies that-no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ai0. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in-.issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this.application.) The Department of Public Works'is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •bttp://www.cLatlantic-beach.fl.us Page 1 " Revised 1/14/03 ht addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks,.patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information ovided with this application is correct. •� Signature of owner: Date: I hereby certify that 1.have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required _74� Signature of Contractor. � Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: I�I�UmU Mailing Address: t� c _-- 227 Telephone:%*?fid`?S�7 Fax: P6`/-7Y'I--n7 -7 E-Mail: jDV-333 J4535 Gzcc_ AS TO OWNER: Sworn to and subscribed before me this day of , Y l 20 State of Florida,County ofDuv,,``��t�ttgHE(p��//i/ Y \��Ott\S•....•��q�//i/ .0 ��ss1oN •• %� . • Wisps ,e ;9.• '��lotary's Signature: - Personally known SZ #DD 031548 *Q5 o• • �roduced identification 749-O%,�,80n6,dt :ri Type of identification produced o'/ PubtrLw X� 'mo ST k AS TO CONTRACTOR: Sworn to and subscribed before me this day of .2003 q�p14pi11F11110{ ••--__y State of Florida,County of Duvst h`��°�\S.SHELP, ///ie/ ti O,..•• i otary's Signature: a Ln = #DD 031548 :z Personally known °/e 'SOndedT' ? pO roduced identification �N i9f r•:�O�blicUnd.�;`•�F��. Type of identification produced / AI 866 eminole Road -Atlantic Beach,Florida 32233-5445 -Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 Schlueter, Jennifer From: Showman, Lisa Sent: Wednesday, September 03, 2003 3:58 PM To: Schlueter, Jennifer Subject: 955 Main Street (03-26748) FYI --Approved by PW and PU. 1 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE �+ ATLANTIC BEACH,FLORIDA 32233-4318 �S TELEPHONE:(904)247-5834 r+ FAX:(904)247-5843 S}' SUNCOM: 852-5834 �} a ` http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 7�J � �� Applicant: \,"I ,r) j�CIO Address: Project: cyj r XYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: c(L -t- & AA L P--21— 0 CLSS) t� -a c» Please submit these requirements to the Public Utilities 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. gSiat4ure nna Kaluzniak,Public Utilities Director Date z Contractor Notified Date a/I A3— CITY OF ATLANTIC BEACH s� PERMIT CALCULATION SHEET Date: 0 / Address `V/S—S 8411) ,)C s F/12- Heated Square Footage @$_��Per sq ft= $ Y Garage/ Shed @$--aj/--per sq ft= $ 17 9 Carport orch) @$ a Y- per sq ft= $ Deck @$ per sq R= $ Patio @ $ per sq ft= $ TOTAL VALUATION: Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: L/ TOTAL BUILDING FEE $ ZONING: N6 - + '/2 Filing Fee $ _ FLOOD ZONE: �_ (/ ) Fireplaces @$35.00 $ .3S IMPERVIOUS SURFACE: fP 7�f3 f�� c 2ya.c BUILDING PERMIT FEE $ oo WATER IMPACT FEE $ 38 O / /T r T Sr G��PISP - `f SEWER IMPACT FEE $ r 2 5 0 c c oTr�e s ca o WATER METER/TAP $ 3 CAPITAL IMPROVEMENT$ 2 S D(5(-r .,��+s SEWER TAP $ �--0 1 �taSc tar X5133 `f `a" C fV" RADON HRS .0050 $ SECTION H PAVING G a' ) $ -0 _ CROSS CONNECTION $ STQrIV3) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes -"No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes ✓No N/A (FBC 13-602.1,ABC.1.1) 4. PLANS EXAMINER: . I-�/C DATE: y+ Is the"R"value for added insulation on exterior walls shown? Yes 4--'No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes L/Po N/A �/{ rt 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A OWNER: vt N r`' a'A JOB ADDRESS: �� / 1 OI`(� 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A✓ CONTRACTOR: PHONE NUMBER: B. White Roof Credit (FBC 13-607.1.A.5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A e (CIRCLE) 1. Survey: / IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes V No N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes-"No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes--,'No N/A in an"A"or"V"zone? Yes No N/A 3. Are all elevation changes in slab shown? Yes ✓No N/A 4, On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A '' 4. Is minimum concrete PSI shown? Yes/No N/A S. Is property in a flood way? Yes No N/A Y 5. Is slab reinforcement shown? Yes -"No N/A 6. Is flood way line shown? Yes No N/A / A. Wire mesh size and gauge? Yes-,"'No N/A B. Fibermesh reinforcement? Yes t,-"No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes --I No N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes L/No N/A 1. Are plans sealed by architect or engineer? Yes -lo N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes No N/A ✓ 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes w-No N/A Strength of not less than 2500 PSI at 28 days? c-l"No N/A g y (FBC 1804.5.1) Yes 3. Is exposure category shown? (FBC 1606.1.8) Yes L"No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. is Importance Factor shown per FBC Table 1606? Yes u-No N/A (FBC 1805.1) Yes No N/A 4,1 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes-- No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Yes✓No NIA 1. Is finished grade shown? Yes 4--/No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes,;/No N/A stories and allowable area? Yes ✓I3o NIA 8. Does structure meet Fire Resistance Ratingsof FBC Table 600 A. Minimum ec above adjacent grade? Yes No N/A B. Flood protection elevation? Yes--INo N/A for structural elements? Yes --*No N/A C. Base flood elevation? Yes t'No NIA 9. Are plans designed per SSTD 10-99? Yes 40"No N/A 3. Is minimum footing depth beneath finished grade shown? Yes c./No N/A A. Are all appropriate charts and tables shown? Yes No N/A+f (FBC 1804.L3) F B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes t/ No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes No N/A Construction in High Wind Areas"? Yes No N/A 6. Is vertical reinforcement shown? Yes L/No N/A A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction, B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes No NIA L/ 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? Yes ✓No NIA C. Is exterior wall insulation shown? Yes No NIA v A. Are all appropriate charts and tables shorn? Yes `/No N/A D. Is exterior wall finish shown? Yes No N/A ' B. Are all appropriate requirements circled or highlighted? Yes ✓No N/A 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes✓ Flo NIA A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes No NIA B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes ' N/A 15. Does bedroom open directly into garage? Yes No II/NIA E. Is interior wall finish shown? Yes /No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes N/A grade shown? (FBC 2304.2.5) Yes../No N/A G. Are shear wall segments shown? Yes x✓No N/A 17, Is Designer's name and address shown on plans? Yes /No N/A A. Type of hold-downs shown? Yes VNo N/A 18. Do egress doors and landings comply with FSC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes./No N/A and FBC 1012.1.5? Yes ✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes✓No N/A 19. Are habitable rooms shown with the minimum fight and ventilation 11. Is ceiling type shown,drywall thickness? Yes"'�No N/A requirements of FBC 1203.1? Yes✓No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting //// A. Are engineered trusses shown? Yes �No N/A wind load requirements for components and cladding per FBC 1606? Yes�o N/A B. Are conventional Game rafters used? Yes 1`No�N/A 21. Does floor plan show fireplace? Yes No N/A 1. Rafter size shown? Yes No N/A-_ 22, Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes No N/A./ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A✓ 3. Grade of lumber shown? Yes No N/A _/ B. Are tread and riser sizes shown? (FBC 10073) Yes No N/A'" C. Type of roof sheeting shown? Yes-/,No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes VNo N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A e� 2. Grade of roof sheeting shown? Yes V/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes V&o N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A D. Weight of Dry-[n felt shown? Yes �yNo N/A 24. If required,are tenant separations shown? Yes No NIA �✓ E. Type of roof cover shown? Yes 1/No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? / B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes t✓ No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of tile roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes No N/A r//" (FBC 1507.3.7) ✓ pe,B. Are beam tysize,span and anchorage shown? Yes No N/A if 3. Other roof covering and attachments shown? Yes, No N/A 26. Are all lintel and beam details shown? Yes No N/A ✓ F. Length of roof overhang shown? Yes.5/�o N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes✓No N/A H. Attic ventilation shown? Yes w"No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of eave metal shown? Yes `- No N/A required connections? Yes d No NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes�Ao N/A 3. Framed roof. V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on f grade of lumber,span and connections? Yes. No N/A application? Yes No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes ✓No N/A species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes%,:5;t NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes o N/A grade of lumber and corrections? Yes No N/A✓ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes y'No N/A of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes✓j�o NIA 4. Is roof sheeting indicated,showing type,thickness and nailing ` 7. Are all shear wall segments shown? Yes �/ o N/A pattern? Yes✓/•*'ro NIA 8. Are all hold-downs and hurricane anchorages shown? Yes�f�l0 NIA 9, Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes✓No N/A VII. Floor Framing. II. Are all electrical fixtures shown? Yes✓J Io N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes✓f to N/A uplifts and connections? Yes No N/A A. Is air handler and condensor location shown? Yes o NIA 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes �No N/A grade of lumber and connections? Yes No NIAl 13. Are all smoke detectors shown? (FBC 905.2) Yes f No N/A 3. Is floor sheeting indicated,showing type,thickness and / 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A,- Have a 29"net clear door opening and handicap accessible � route? (FBC 11-11) Yes /No N/A Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S. Doerr L. Doerr s }f 800 Seminole Road r .J Atlantic Beach,Florida 32233 (904)247-5800 rJ;31>` (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # LJ U Property Address: � � Applicant: Kc e 0 0 [�)w yq Project: N NP) <s-F)` This permit application has been: s " ;Z]_"pproved F-1 Reviewed and the following items need attention: Please re-submit your ap cation when t items have been completed. Reviewed By: Date: �/ O ' � � Cc: CITY OF ATLANTIC BEACH D. Ford sL. Higgins BUILDING / ZONING DEPARTMENT S. Doerr r 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0-3 t trl��: Property Address: Applicant: bcoil) D(7nrq--- .� DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 SSS. TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # _ ( ,r, 1 Applicant: Address: G� s� Project: A,-j ' Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Li Your permit application has been reviewed by the Public Works Department and the following items need attention: p_uttinfg up a wood fence in the lurk and soddi ng on the Qi HPQ AFTER con _ru .tion is NOT erosion control- Must nut silt .fence around the wholejarolperty, mainly along the Rtreet side and keen entrance and the street cleaned daily, 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 Robert S. Kosoy, P.E., Director of Public Works Date Signature J' * � CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) >/Date: Job Address: 3ZZ � Owner of Property: &41DU �,C il_yUtw Address:q t2-9--TTky � �4�,� �_j�a 3 Z2T7 Telephone:)VY--(!:�7Vim Legal Description: Block Number: Lot Number:�_Zoning District: 967- 1 A Contractor: 6EuZA-) �Aj, &F(U/Uf� ' State License Number: C/3 C OS336Sr Contractor's A dress: ,c- Ci/�1'��'3l 3Z2?) Telephone: C�C_C 33 - S 3 S Fax: 7 V V -6 7 Y-7 Describe proposed use and work to be done: D�l�twc li= Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will�tthis,�PProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? L1'NO. Applicant certifies that.no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. aNb. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in,issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required (If not required,written verification must be provided with this application.) The Department of Public Works'is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application,Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantie-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. if required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information ovided with this application is correct. Signature of owner: Date: `Zz I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required 2 Signature of Contractor: _�? ._ �--- �_� Date: � Z—"0? Address and contact information of person to receive all correspondence regarding this application (please print). Name: 161UL7u W • &Aik v ff— Mailing Address: t�1- r 2777 Telephone: �C��T V 0—?Y7 Fax: 5b'/ 7YV 0'7 -7 E-Mail: ADV-333 J453507-C C AS TO OWNER: Sworn to and subscribed before me this day of , r ` 20G State of Florida,Count of \`��t11g111HptPj�'i, Y Duv\��Q\S SHELP,1�,. � stte,?0 AP' 'rlotary's Signature: - Personally known ��: ME)031548 ' ;�qProduced identification / TYpe of identification produced oeA s e! lit AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,200 State of Florida,County of Duv,4`\X\, S SHIE(pM�iifoM y ... �i °r�R. Fho'. i ts'2a�l�; Notary's Signature: L 15�?, #DD 031548 Personally known •a Bon�10d thN `�h•.��•� roduced identification . o/ y pubhcUr.Cen;• `.. .. Cv/�� ,o Type of identification produced i g��%i J114lC 809 eminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 J ¢1 s' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: / G� ^� �ts `� FA) S7— Type of Development: A ��-tAJ AQ1L�llL Flood Zone: ! X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 ',• Jya CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST APPLICATION CHECKLIST/REQUIRED SUBMITTALS _l. Building Application Form �'2. Four complete sets of plans including detailed site plan 3. Recent survey 4. Owner/Builder Affidavit (required when owner acts as contractor) , 5. Energy Sheets 6. Recorded Notice of Commencement 7. Tree Removal Application if trees are to be removed or relocated AJO 7"-Z.(—Lr5 SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (This is different from other jurisdictions): framing, rough electric, mechanical and plumbing 5. Insulation 6. Final Inspection(includes drainage, trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road .Atlantic Beach,Florida 32233-5445, Phone: (904)247-5800 0 Fax: (904)247-5845. http://www.ci.atlantle-beach.fLus Revised 1/17/03 Map Output Page 1 of 1 JAXGIS Property Information 101 19 90.9 Id 10" _'WAG togs MJI54 999 1022 _ �$ 1054 161.,05 61 1az" . 1+or_4 995 I 9" 1020 10254 tau 975 bt 979 bt i6d 16L17 434 9313 761.912 975 1078 965 10.34 170957 0000 100 as ! _ t01e1 94.5 � 986 S 94� 9251 761.93 i 935 974 itlttlB 925 954 .92.17 _ y6t96 ttk+tA2 u� g Copyrig h{JC)28 C ity of JaelemnviN--FI 437 42 a E# Name ddress Vatae corsBook Plat ei Legal Descriptions Flood Zone LandUse Zoning FJVT 18-34 38-2S- 170957 0000 BENNETT AIN 17800 0.12 0161 556A2 8E .11 Not in Flood KEVIN 2233 ATLANTIC BEACH SEC H Zone LOT 1 BLK 161 http://maps.coj.net/WEBSITE/DuvalMAps/toolbar,asp 8/26/2003 Duval County Property Appraiser-Parcel Summary Page 1 of 2 PARC.11.11 INFORMIU I ON Owner's Name: BENNETT, KEVIN Real Estate Number: 170957 0000 Property Address: MAIN ST Mailing Address: 4429 JIGGERMAST AV City: ATLANTIC BEACH JACKSONVILLE, FL Zip: 32233 Zip: 32277-1052 Unit Number: PARCEL DESCRIPTION Property Use: 0000 VACANT RES Sale Date: 10/28/2002 Legal Description: 18-34 38-2S-28E .11 Sale Price: $21,000.00 ATLANTIC BEACH SEC H LOT 1 BLK 161 - Neighborhood: 003119 ATL BCH SEC H(SFR ATCH) Section/Township/Range: 17-2S-29E No. Buildings: 0 Offical Record Book and Page: 10757-2039 JrHeated Area: 0 Map Panel: 556A2 I Exterior Wall: VALUES AND TAXES FROM 2002 CERTIFIED TAX ROLL Land Value: $0.00 Taxing Authority: USD3 Class Value: $0.00 County Tax: $0.00 Improvements: $0.00 School Tax: $0.00 Market Value: $0.00 District Tax: $0.00 Assesed Value: $0.00 Other Tax: $0.00 Exempt Value: $0.00 Voted Tax: $0.00 Taxable Value: $0.00 IF Sr. Exempt: $0.00 Sr.Taxable: $0.00 Total Tax: $0.00 Printable Version ) 2003 Proposed Value Additional Links: http://pawww.coj.net/pub/property/RENO.asp?RENUM=170957+0000 8/26/2003 F R ETU �r / 1124023224 Boo - 14762 Page: 114 Filed & rded' FLA. LAWS IMI(Va0 ti2:04:31 M FS)17.173.13 JIM FULLER CLERK CJCUIT COU �} { r �{O 7 t 0 T 1 DUV�ABL�pOUNTY T, RE T,l l 1 L t✓(� �1 l�/L TRUST FUND 3 i. DJ (Prepare in Duplicate) To Whom It luny tonrzrn: 0. The undersi: ncd hereby infor:,:s all concerned that improvements will be made to certain real property, CU and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE r` OF COMMENCEMENT. O 1 l Y4 Description ofproperty .....�.�.../.......... ... ,. ~.,/. t/. ..... -f—cH. ............................................... r��•7�Z1'►.�71; . ...�� - . . .. ./ ........ Zc' ...........................$oetlp2444 0................................................................................................................................ ......................... ogok 107FN •flied 111rd ....................... ..�., .�R.�J....t!;�. .��:'t!t(:�.. ..�..Recarded General description of improvements . �.1. ............................................................11.!13!2002 0204:31 PM .............................................................................. . .. JIM FULLEh Q CLUK' CIRCUIT CO T \\ .... ,. .,.......... DU .. Owner..IL71 k.). .. ....fJizlL.f� .�:.,� A� COUNTY ........... .00 D\ Address ..L Z�'�. `J..I.C�L-cct�l.�:u :a:"(- ; ;�.!ism.......,,.�;.. t ..;... 4..,.... 3 -i ......:?�7.... rRu T.FUkD, 1.00 C, Owner's interest in site*of the improvement .......f`ai.:�::c.�1.{x!', ......•.......,....•.... Fee Simple Title holder(if other than Name ....... .'....... h..�.C.:a;.�.!.l,../.0...'..cf.....i7.�...�.......✓.,�....,....1........1....................,............r................. ...................................... Address . .... ...... ... ... .. ContractoraLTY. 4E. ..(,. .�1.4ts:..:� �4r�.4i zc l.�F:.i.. '•'` , � ' Address : `�t.,= t-��G:�ti/'<? 2: ?��1'-.., ,�;� ....-1 �1JG.r. .C:. (.....,. : ':7.. ............................... Surety(if any) .......................................................................:..........................................................................,.......... Address ................................................................................................................ Amount of bond$ ....................... Any person making a loan for the construction improvements: Name..................................................................................................................................:........................................ Address ....................................................................................................................................................................... Person within the State of Florida desi�,,,i:ted by owner upon whom notices or other documents may be served: Name............................... ... ........................................... . ..........: ..................................................................... Address .............................................................................................. I................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statues. (Fill in,at Owner's option). Name..............................................:....................................................................... ................................................... Address .......:.............................................................................................................................................................. This space for recorder's use only , Owner ---- Swornojand subscribed before me this day of i TRAVIS M.IRIONS MY COMMISSION#DD 0547 I� e4. RmtiNo twa�u��5� ot \/ � " Nota Publi1�� c ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. KEVIN BENNETT. , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:28.2 kBUdhr 3. Number of units,if multi-family 1 - SEER: 10.00 -i. Number of Bedrooms 4 _ b.NIA _ 5. Is this a worst case? Yes 6. Conditioned floor area(112) 1484 R2 c. N/A _ 7. Glass area&type _ a. Clear-single palle 0.0 fe - 13. Heating systems b. Clear-double pane 157.0112 _ a. Electric Heat Pump Cap:29.0 kBtu/hr _ C. Timlotl}er SCISHC,C-single Pane 0.0 ft= _ HSPF:7.20 _ d. Tint/other SC/SI IGC-double Pane 0.0 ft= b.N/A _ 8. Floor types u. Slob-(fin-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A b. N,A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,IAterior R=11.0, 1023.0 ft- - EF:0.86 _ b. ]game,Wood,Adjacent R=11-0,358.0 n= _ b.N/A c. NA d. N,A _ c. Conservation credits _ e• N%A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1505.0 W _ 15. HVAC credits b. Under Attic R=19.0, 122.0 fF _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11., Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-11-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) o&-tIO S71 in this home before final inspection.Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: .Z Address of New Home: City/FL Zip: f`yc0 We *:V017-7: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a f/S EPA/DOE EnergyStJP designation), Your home may qualify for energy efficiency mortgage (EE!)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gouge lloiline at 4071638-1.192 or see the Energy Gauge web site at www.fsec.ucf edu for inforruation 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) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 167.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adaicent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116A INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGauge(&DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 F ORM'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 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1"8,2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 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 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS olzt;>s sT,1r8 C�7 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeS/FlaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.tt.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 MANUAL.J:7th Ed. RIGHT-1 3.0.11- S/N 117 8 6 1 NameofRoom Entire House MBR MBTH WIC Running Ft Exposed Wall 178.0 Ft. 4 3.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t_ 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Ana Btuh EXPOSURE NO. Htg Clg Length HIg I Cig Length Htg I Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 1280 www» »+wr 260 wsw w+rs 64 wswr rrrw 90 wtt rwr Exposed b 14B 5.8 2.2 0 wwww swat 0 »wwr wrr 0 wws »»ss 0 ver+r »w»w Walls and c 12H 2.4 1.9 0 w**« +wws 0 »rts ww 0 •»ws swr 0 wrr rsww Partitions d 13C 1.4 1.3 350 **ww ww 170 +*+• rwrr 0 »w»s »»sw 0 rrrw wwwr e 13H 1.1 0.8 0 »»w rwss 0 r►sr ssrr 0 »rw sssw 0 ssw srrr f 0.0 0.0 0 asww rwww 0 +wr war 0 rssw rr+w 0 wasr wwrr 6 Windows and a lI 38.2 •• 121 4627 **** 20 765 *••• 6 229 **** 0 0 ++++ Glass Doors b BF 38.2 «• 36 1377 **** 0 0 +*•* 0 0 +*«* 0 0 *+*+ Ifeat ing c 9H 22.0 •* 0 0 *••* 0 0 •*** 0 0 *«•* 0 0 *+++ d 71, 2 6.0 •• 0 0 +•++ 0 0 ssw 0 0 w»+ 0 0 rrrs e 0.0 ** 0 0 rwws 0 0 +»w» 0 0 srrr 0 0 ww+ f 0.0 *• 0 0 **•• 0 0 **•* 0 0 **+* 0 0 •**+ 7 Windows and North 16.0 5 *•** 80 0 «•** 0 0 ss»s 0 0 rw+ 0 Glass Doors NF,/NW 33.0 41 ***• 1353 20 ••*« 660 6 +•*• 198 0 **•+ 0 Cooling E/W 46.0 5 **** 230 0 •+•+ 0 0 «+** 0 0 +•++ 0 SE/SW 40.0 106 *•** 4240 0 *+** 0 0 *•** 0 0 **** 0 South 0.0 0 rsrr 0 0 rsrw 0 0 wsww 0 0 ssww 0 Horz 0.0 0 **** 0 0 **** 0 0 **«• 0 0 •*•• 0 8 Other doors a 11E 7.6 4.3 2 0 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1961 168 222 238 64 64 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 500 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors La22A 32.4 0.0 178 5767 0 43 1393 0 B 259 0 5 162 0 2.8 1.1 0 0 0 0 0 0 0 0 D 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1' Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 SubtotBtuh Loss=6+8.,+11+12 *«•* 29983 **** •+** 4821 **•* www 1172 •**+ rr»r 359 •*+* 14 Duct Btuh Loss _ 1499 *++* 5*/ 241 «•*« 51/1 59 wwrs 5*/ 18 wwws li '1'otal Btuh Loss=13+14 a+ave 31482 ver+a waves 5062 wsw rrw 1231 srrw w»s 377 +wwr 16 Int Gains: People(a3 300 6 *•** 1650 2 •+*+ 600 0 *+++ 0 0 ••+r 0 Appl. @ 1200 1 **** 1200 0 *•+« 0 0 •*** 0 0 ++«* 0 17 SubtotRSH Gain=7+8,+124-16 *•** **+■ 16061 rwwr rrwt 2508 r»ss rwsw 484 **++ *•*+ 138 18 Duct Btuh Gain 10% •*++ 1606 10*X ++*+ 251 10% ++** 48 10% +•*• 14 19 Total RSH Gain=(I 7+1 8)*PLF 1.00 *+*« 17667 1.00 ++«« 2759 1.00 «*++ 532 1.00 •*•+ 152 20 CFM Air Required sr*• 1000 1000 ***« 161 156 **** 39 30 **•+ 1 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Jobst 'Lone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- S/N 11786 1 NameofRoom BTH2 NOOK / KIT DIN 2 Running Ft.Exposed Wall 6.0 Ft. 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft Condit.Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool 'I1'PE OF CST IITM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length FItg Clg Length Htg Clg Gross a 12C 3.6 2.0 48 wwww wwwr 100 wwrw wwrw 1.00 *••• •++" +s+» »»»w Exposed b 14B 5.8 2.2 0 *www w*ww 0 wwww wwrr 0 wrrw wwsw ww+ w»ww Walls and c 12H 2.4 1.4 0 wwrr ss#s 0 wwrw wwws 0 rsrw s+sr r»a wrwr Partitions d 13C 1.4 1.3 0 *••* "*" 0 •••+ "'* 180 •"** *+"• ++"+ w++» e 13H 1.1 0.8 0 *+*• +#ss 0 w»»s ksks 0 rrrs rrrw a»#w rrsw f 0.0 0.0 0 r#w» s##r 0 sssw rs#w 0 ks## kkr# s#s» »as 6 Windows and a lI 38.2 +* 5 191 *'** 20 765 •••* 0 0 Glass Doors b 8F 38.2 +* 0 () **** 0 0 **** 36 1377 '••• wwrr Heating c 9H 22.0 ** 0 0 **** 0 0 +•+* 0 0 »w»r rwr» d 7L 26.0 " 0 0 *+*+ 0 0 """ 0 0 •**+ ++++ f 0.0 "" 0 0 wwww 0 0 »rrw 0 0 rs»» »rw» 7 Windows and North 16.0 0 *"** 0 0 *"*• 0 0 **•* 0 arrr Glass Doors NE/NW 33.0 () '*** 0 0 "+** 0 0 *+*" 0 wraw Cooling E/W 46.0 0 **** 0 0 "+*" 0 () •*++ 0 *+*+ SE/SW 40.0 5 **** 200 20 •+++ 800 36 +'•* 1440 ++"* South 0.0 0 #wwk 0 0 r»wr 0 0 rsas 0 »wwr Horz 0.0 0 **** 0 0 rrrw 0 0 wws# 0 rssw 8 Other doors a 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 lu Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 5964 C 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 Subtot Btub Loss='6+$..-r11+12 *www cJ29 rwww swww 2936 wrw sw## 5349 "ww +wrw srww 14 Duct Btuh Loss 5% 46 awww 5"/ 147 ++++ 51/1 267 ***• / wrr+ 15 Total Btuh Loss=13+14 **"* 975 "•' *'•' 3083 '►•► •'"+ 5616 swww r»rw s»»r 16 Int.Gains: People @ 300 0 ssr» 0 0 rrsr 0 0 wswr 0 »r»r Appl. @ 1200 0 "•*► 0 1 """» 1200 0 •++* 0 +""+ 17 Subtot RSH Gain=7+8..+12+16 *+** "*+* 420 ++*+ »www 2697 "*"* ""** 2529 *wa rws+ 18 Duct Btuh Gain 10% **** 42 100/ ++** 270 10% +"*+ 253 19 Total RSH Gain=(17+18)*PLF 1.00 *'•* 462 1.00 +*"• 2967 1.00 +*++ 2782 »••• 20 CFM Air Required ++*" 31 26 *""+ 98 168 •••+ 178 157 Printout certified by ACCA to meet all requirements of Manual J Form RIGHT-J CALCULATION PROCEDURES A,B, C, D Job#: Filename: Base.bld 12/1/00 "Lone: Entire House Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC/HR x 13059 Cu.Ft. x 0.0167= 262 CFM 2. Winter Infiltration Btuh 1.1 x 262 CFM x 40 Winter TD = 11515 Btuh 3. Winter Infiltration HTM 11515 Btuh / 177 Total Window = 65.1 HTM and Door Area Procedure B-Sumner Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 13059 Cu.Ft. x 0.0167= 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x 19 Summer TD = 2279 Btuh 3. Summer Infiltration HTM 2279 Btuh / 177 Total Window = 12.9 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 37 gr.diff. x 109 CFM = 2744 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 109 Vent.CFM x 19 Summer TD — 2278 Btuh Sensible Load for Structure(Line 19) + 17 667 Btuh Sum of Ventilation and Structure Loads — 19946 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load-Sensible + 19946 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 109 Vent.CFM x 37 gr.diff. = 2742 Btuh Internal Loads = 230 x 6 No.People + 1265 Btuh Infiltration Load From Procedure C + 2744 Btuh Equipment Sizing Load-Latent — 6751 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J:7th Ed. RIGHT-J:V 3.0.11 SIN 11786 Printout certified by ACCA to meet all requirements of Manual Form J FORM 60OA-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 cfm1sq.ft.window area;.5 cfmisq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seat between:Wridows/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 to late. 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. �ailinys 1 606 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 117 clearance&3'from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested____-_— idwiti-stogy Houses 606.1.ABC.1.2.5 rExvh arrier on edmeter of floor cavil between floors. Additional Infiltration regts 606.1.ABC.1.3 ust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, 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 �nb rly marked circuit breaker electric or cutoff as must be rovidlk-in heat trior wired. 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 780 Shower heads 612.1 _ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 1610.1 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 readilyaccessible manual or automatic thermostat for each system. Insulation J604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeG/FIaRES'97 FLRCNA-200 Base Job# Zone: Entire House 12/1/00 LANUALJ 7th Ed. RIGHT-J: 3.0.11- SM 11786 I Name ofkoom IJV BR2 BR3 BR4 Runningf,t.P.xpotdWa44 _2:.0 Ft 22.0 Ft- 10.0 Ft, 24.0 Ft. Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft, 0.0 x 0.0 Ft. 0.0 x 0.0 Ft, 4 Ceiings,Ft Condit.Option 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST ITTM Area Btuh Area Btuh Area Btuh Area Btuh E:-XPOSURE NO, Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Gross a 12C 3.6 2.0 220 *www www+ 176 wwwr wwwk 80 www+ wwww 192 rrww *raa Exposed b 14B 5.8 2.2 0 +www wwrw 0 wwwr wwww 0 wwkw wwww 0 wwks rwss Walls and c 12H 2.4 1.4 0 ***" ***" 0 kw"* rrww 0 ww++ rwwa 0 rwkr wrww Partitions d 13C 1.4 1.3 0 ■wkr kwww 0 rsrr kwwk 0 wwka arrr 0 ssrr aswr e 13H 1.1 0.8 0 ***r wrwr 0 kwwr rrsk 0 sskr rsrr 0 rwkr *+w f 0.0 0.0 0 **** +*w+ 0 wass rwsw 0 wkrr rsws 0 wwsw carr 6 Windows and a 11 38.2 ** 25 956 "**" 15 574 •*** 15 574 ***" 15 574 *""• Glass Doors b 8 F 38.2 ** 0 0 "*** 0 0 *"** 0 0 *"** 0 0 *"** Heating c 9H 22.0 sw 0 0 rwkw 0 0 arwr 0 0 wkw 0 0 arww d 7L 26.0 ww 0 0 rrrr 0 0 ►wrr 0 0 rs+k 0 0 wwrk e 0.0 wr 0 0 wkkw 0 0 arwk 0 0 raw 0 0 wrww f 0.0 ** 0 0 **** 0 0 **"* 0 0 *`*" 0 0 **+* 7 Windows and North 16.0 5 **** 80 0 *""* 0 0 *"** 0 0 **'• 0 Glass Doors NE/NW 33.0 15 ww+a 495 0 wrsr 0 0 wr++ 0 0 krrr 0 Cooling E/W 46.0 5 **** 230 0 *••w 0 0 krwk 0 0 www 0 SE/SW 40.0 0 **** 0 15 *•*• 600 15 *•"* 600 15 •"*• 600 South 0.0 0 "*** 0 0 **** 0 0 **** 0 O *`•" 0 Horz 0.0 0 "*`* 0 0 •"** 0 0 **** 0 0 **•* 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 175 630 356 161 580 327 65 234 132 177 637 360 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings 'a 16G 1.3 1.4 352 465 499 140 185 199 140 185 199 140 185 199 b 16D 2.1 2.3 50 106 114 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 C 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 45 2928 579 15 976 193 15 976 193 15 976 193 13 Subtot Btuh Loss=6+8..+11+12 **`* 5949 "*** •*** 3027 wwww rrsw 2292 ***r rrwr 3149 **** 14 Duct Btuh Loss 50/1297 *"** 5% 151 "*** 5% 115 *►"" 50/ 157 *••* 15 Total Btuh Loss-13+14 **** 6246 •"`" ••** 3178 wsr rssr 2407 `•** rsrs 3307 +srr 16 Int.Gaits: People Q 300 2 **"" 600 1 `*•• 150 1 ***• 150 1 *•*• 150 Appl. @ 1200 0 rrrr 0 0 wrrw 0 0 wwww 0 0 rrww 0 17 SubtotRSHGUain=7+8..+12+16 *"** **** 3040 *www wrww 1469 *""• **"* 1274 ***• *•** 1502 1S Duct Btuh Gain 10% "*"* 309 10% **** 147 10% "*"* 127 10% rawr 150 19 Total RSI Gain=(17+18)*PLF 1.00 **** 3344 1.00 •*** 1616 1.00 **** 1401 1.00 *"*• 1652 20 CFM Air Required **** 198 189 **"" 101 91 *`** 76 79 •*•* 105 94 Printout certified by ACCA to meet all requirements of Manual J Form -.. .?'•f+:�+�+�v.- r, .�. ,,y,-•;z,-. •, "nthw sk.u' -.. .<.:.v�+.�•�.eriwr_'+r�::rs�h.�k_..,4,ar..:-�,.��='�c:.:,.rei•a-:sr+-N•es�R,�;.....+-„..,,w..•azr.�;.:'--- s'9;•.e»w•�•-'e�,a�i��k"....r+.^4..—�sf”' .:,... #8SCREWINSTAATN :ANCH�R LL' =CHART: '• D[lOR t QUANTITIES IN HEAD 6.SILL}, QUANTITIES IN EA. JAHB i i QUANTITIES-•IW EA.-HWK STRIP :J•l �5 1T�tT r �` �r r ;` W .TO PS 46 PSF TO 61 PSF TO UP,:TO 46 PSF TO 61 PSF TU• .a UP TO 46 PSF-T0. 61 P TD• SIZE , 45 PSF4 -60 PSF� 70 F'-" "4S PSF : X 60 PM*+- x•70 PSF 1 SFB�� •60 PSF 70 PSF « ,r �.. ,X,80 6 T 6 , 6. . 8 a• .::8 8 4 .:4 4 .;-A-_48.60 X, } ' '6 ' _ t 8,:?- t :/84 B }4 4: 4 p"" r 'r i - +•'T 6 6 K 72 X 8 �8 .8. 8 8 4 4 ft, 96X80 . 10 10" 8 e 8 t 4 . . 4 4 i. 120`X"80" ti 'E +-1 . 8`C75i _A 1±8�` cA8 - ' 4 4 4 i�1 ,' ;�• bO.;X96.'�• 6 6 6 10 K'� "10 5 - ' — ,ate; r. ,hay-5 ,5 21X��96�' 8� f8-� 8 ;� X 10 10 ;y y0 �- , 5 �5 .�.�-5 ; -�` . .961X39 10 "_ 1010 t�l0 �# ri-�; !0 r!0' �5 K 5r {; s" 6 _ •-. - a - `.4.,E '.,,. .f4`.>:j ,. .e<:.i `'t +F„ �. :•�C : f - T•. +»,nA .rtr. .0 t ;:.,i:, -10 4 '60 X'120 : , 6 ? 6;. ,.: 6� ; 12 12 12 >"; 6 t'4r6 6 4n 72:aC-420 8 `�8: = 8' i�,12t` i �'�ry f 12 "' 6 t` 6. '- Q7-.1'• s`t,• " '}�►. tT �i•�" !-.5 •,, ,i' 96 X5C 120 ` 1. _ 12�:+- +n�12 t 12 6 8 ;• ,. -"' �• 109,1/8 X 80 i 12 ; 12 12 8- 8 r 8 4 4 4 1 145 1/e X 80 14 = 14� - 14 r`' 8<� -8 8 x 4 �v4.�-- 4 181,.1/8`X EO 16 �� 6"3 6 ,�k,S. a 8 TM-_8x__r 4 4 .:1:y3 :.. t - _ r• 145w1/BX . 14:. y 14 °x:14 ;; �10* X10 =•10 `J "�:S:r "181 1!e =X#96� y tu. 1oW 410 109T1/8;�XX,,1120 r, 12l: 12'.. gas x..12 i?T ��, 5�. 7 ,.:. �:.8 145'1`/8.7G`. _ arW' M N 4 D. •r5_ '•f7T3tEi* 106;'S/8 )C X80 ` ' =12 '" .+•� -. _ 8:' z- 8 8 .-.:; =4 g 4,•h,,c;,.,• t�^•r E ;�� . s E 142}'5/8X1 80e 14 . 8 8 _ �8 � 4 ?4: G '4 � • '. 178 5/8 X 80.E3i �..,,a q� rte.x B crx"8vaA` f8 4 fw 4 4 "• w .106:5/8" X-96,. ,_..12 - 12:; n-�•:12 + =x: 10 10 10 =►it5 t - '142Y5/B%X '96 14 ��14. 478 r5/9 JC�96� st± :..•.,r_0 10 t� YO 1 0 ; 12 h r 1 ss as 142F57ST" 120 ••'-4 4:t 4 g _ ,�-•143�%8 �80. 4'y�. 4 $. ^ � 8�.� ` �irS}'� •,n-' -•a yr- �.. rt18 .1 a 1 e.►t8eh� ,at F,8� 8 S, w4 ''�4, 4. - ►K 9X1 A7* -�,lu 3 �. •.} F 2 1435%8,X +96 ' .14„ =14 y,�=14 YOw,a•10 t 10 �5 r '191'5/8 �t+96�ss _ 8•ic rpny' 8:.rx ,,_ Is, 10 !0 5 5''" 5 --- x�•� v:• r s• ter.+."14 , a y�.12 12_ 6- ;t 191"5/8+X+1203 +-s",18 " Y, 18;;- r.ra.1c) >� !2 .,:1 12,.. 12 6 _ __.7_. 8 --. Z - Mr= ,YRit12 W rR23vY +�s le .tic of rl i - a;' ti1411/r4 X:80.1 a+T2as14ri ;w14 - s,i"14a "k',8� �, 8 r/8, 1. _ - x;43:y -y4 ,189`1/-4'X'80=• v`=16 f .:a .16N-' ? 16 t8;fue M 8 _8�t \/_,4.3 _ L.4 , �4 TI S; C � ANCHOR NOTE 'a': •.' � - ' 12 1)_f'OR?MASnNRY�UPENING�W/TWO �B1(- WOOD -:141`1/4 X 96'.1.. 14 '"14 `=14- 10 10 10 5 . �,5 189 1/4 X 96 6 6 10 10 to 5 •5 5-, BUCK USE SAME ANCHOR.QUANTITIES. 117 1!4 120 12 12 12 12 1 12 5 141.1/4 X 120_ .__..14 .._...14.._. _ 145 12 12 12 5 7- 8 189 1/4 X 120 16 "j 16 19 12 12 12 5 7 8 r A EXTRUDERS INT' IN. RD, FLORID SANFO FL. _ ; t Z t �jYl. �� rt ercn� rr3 nna SLIDING GLASS DOOR Y -��'gtu,y .}�t�-a.f {`�1•� ,...'.b r•�aYe "'tih•:��. .i.l:SINSTALLATION'.WITH:*13 SCREWS�`.�TT`` `. 1{ �t -�i � r '.A•ACSMW F t 4;'. oK.oESA .—tt 2 r�''� .�Y�AysPREFNr+kv er.RO�e t��°A�uoRit�O�'P:EH • it., ,,�. i .r..� _ ' r h y Wl AJIMAM ME�r 117CR10 .,:.. fCN.b .N.T.S. 10 r•EX0027 r wv.LCTI , �:� +�.:,• tx. .ri eti'"�kQfir�'�-S�K'�jks,-.t r"4;.+tom$ } !i'p}'�'.,.:�e� �vh��-rY-`svfo c xl•: 'S i .. - -..�� -s _ � ;..�..:.,:: , l SFIIM AS RE'C'D. � R #" DOORVI! L4'" AXSHIMSPAAN3 Cc w ALLATIONACmTION SEE•NOTES) °. M8 SCREW * CAULK.BETWEEN i t ,rr t i sEMBEDMENT .+.1B DOOR FLANGE �F.. y BY WOOD _ TVO BY L/OpD.IA72 Jt" SLIDING�GLASS; . - WO 'L THING - 3' 33�IN 13a 1fIla7 A :ktj �3I7IT T BY. OTHERS �IT,4- .X.- o D00R=FRAME.fiFV! `h ;. 8t€A r1., BY OTHERS CAULK BETWEEN. HOOK STRIP L H. r. SHEATHING !1/4' MAX SLIDING GLASS DOOR SHIM SPACE HOOK STRIP SHIM AS REGrIL - r -- --- s -4 (SEE NOTES) -• t _ - - — 1-1/8 MIN. _ i-1/8' MIK_j • EMBEDMENT ' EMBEDMENT ` INSTALLATION ANCHOR M8 SCREW SLIDING GLASS TEMPERED GLASS DOOR FRAME (TYP.) CAULK BETWEEN HEAD ;.- -- -- _--' DOOR FLANGE L SHEATHING. - - L ( t SHEATHING -; Wiz.. •'+' ,tf� 44,�s .- � ,,,,, .1. 2. S:- s'.:. ` .>.' 4.y ..e+s.± :mss .ii' r.. a _> r TEMPERED GLASS s $.' 1 ; 3r•' i �x_ f�r E Y TEMPERED # "` 5 t .r =n' "�_i _(7YP.) .-GLASSIER QX. rr: ; -- = ' ' >k F i "GLASS Y(TYPJ i t i 8 PERII�ME-By Z=.° �g ^. _BY.,OTHERSF�s;. INTERLOpC DOOR � ,ST000O OR BY 7HERS - sl t : ;OTHERS } r ! 4 - _ rt :, k < •.� 2 ; DOS A _ STUCCO F :SI: L t } z ' -� i s SIDING s�r E �1 Kt 3$ , s s ►�EIGHr` �''- Br_DTHERS-- z HOO TRIP DETAIL , z; L11 B:BB - _ _ " t•,.- RS.� '".Y ,;r �]y�, M L. �y��.:..,. �i1, f..,., �9y+" .: .' r is?"°dJ ••M1'.i},�,y... i'S,ry34e :�'• ,.7J1+{ . i7 �y(.� ;;at}I.I�c }• ? 'w[A ' _' r. U DOOZ INTERIA[�"AL3JlQNtM'Ii11 ESM 6063- 2 4. �"� * 5x �� e g A _! 2) N6 INSTALLATION SLREVt MUST:BE OF SUFFICIENT TO ACHIEVE MDL El�9Ep�ff 11F 1]/B' INTO VOM TAPCDN TYPE DNSTALL.ATIO1 ANCHORS AT SA.i.MUST BE,OF it 7 /4•, i0 MASONRYIRY. t�'CQ` e EUFFILENGW TO ACHIEWCE 3) pAINT ANCHORQM DAL!EMBEDMENT 13FY b BEHIND DOOR FLAMG$AT WAR L`]AOS .=N = C USE . SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAT.AROUND EXTERM IF DOOLL M ; '-" ri".� 7' -' p a 7r --.-4 ;'<J -,r -.•-•e: '• - W ]F EXACT:WOR SIZE IS..MOT LISTm IN ANCHOR CHART,LAE-ANCHOR Q.) XT gNTITY 17S1ED.:WITH NE LARGER SM FOR THE:APPROPRIATE DESIGN PRESSURE REO'A 7).FUR POCKET DOOR-SIZES USE CLOSEST BYPASS DOOR SIZE L cmrri=TDON TO ruenF.D Ilf'aaw. PLACE INSTALLATION ANCHORS, IN FRONT 13F HUK STRIP AS SHOWN. 9) .GLASS THICKNESS MAY VARY PER REQUIREMENTS LF ASTM EIMO GLASS CHARTS: _. -B B. 9)' DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED ON INSULATING GLASS. tW JAMB /SILL CORNERS ARE,TO BE SEALED WITH A SMALL JOINT SEAM SEALER.:.'. t. 'LI) SHIM AS REM'AT EA. SET 'INSTALLATION ANCHORS MAX.ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST.BE MADE 13F CORROSION RESISTANT MATERIALS O A 13) WHERE 'X'REPRESENTS!LOVING PANEL'MND IP REPRESEINTS FDXED PNET APPROVED.: . CONFIGURATIONS ARE AS LISTCff.ON ANCHOR CHART ON BACK O• THIS SHEET. _ 14)..NOT.ALL CONFIGURATIONS LISTED ABOVE ARE SHWA ON THIS BRAWL IG,HOWEVER INSTALLATION X :V ° ; �T. ,EMBEDMENT s E X T ER I R -ELEVATION '; ":'SECTIONS•A-A.'D-�s LiOOc STRIP DETAIL APPLY To v+srALUTI�i OF ALL IWPROVED 1 1/4 :MIN. euLLmNc1 tsLOR � yI sH W � 'SER�IESt! SLIDING GLASS tt SHWN THIS�L'R1Ni A'r N4 r.IEt TO SEs 13) 51;��1 PLY KEEP THIS PLAN ON 106 cR SILL IN BED INSTALLATION ANCHOR APR 2 5 2002 3/169 DIA.,TAPCON _ _ _ _. w-- EXTRUDERS _. SECTION A=A Building Nag IRs4rLcH -'ir-lax..FL ELOR I`D A INT. INC. SANFDRD FL. "TLE:SLIDING GLASS DOOR 500,1000 & 2000 E"^*w S19"•U't' . BC CHAPTER 17.SECTIONS 1707.4.4.1 FDR .0 Lm � YINSTALLATION WITH #8 SCREWS , ceza REMENTS AND 1707.4.2 FOR MASONRY x oranNo0.HL IRISIN BY-BB _ r APPROVED BY T =. rTy "K-W°--E'ER-STRUCTURAL;-SUBSTRATES. MaARCH'1J..2002 �J Lt Lxaest Ma wTs�t tt� - ,. ti.. ,�... F PJ-� N. _ - - e•t .'aR t ' 4,,..�..-.:•-...•-+•. - .:.rttt:-.y..:s<Ae... �-..+e (., r .� � A7'E: '.1?/ITl11H " ATR of HSC;. wr-ate ter . - r' 8 , � } ')t S r �s .fit v.. e _ r, t 2`^t.: ,ed-• a '6!h..+.•s- 4 . ncATHM aY aiHERt r Now wNaw warty 1/4 wX H oaalalT arHE r TWmR °ri ' `� ►, � r .7; rJ ,?:;eta a v, ,a s ,tet;- . WOOD FRAMING WOOD FRAN" tv RHIYAS 1�0'a. OTHERS f i . -----1/M MAX GLAZING • au NOTE 6) r.,• - REVIEWED FOR - - - :5?'AX SCREW + s _ , I i F7N TYPE w CODE MmpL ANCE, "_.E)R10IOII WINDOW FFM ( ' Va®0V FRAME RED THIS PIAN ON JOB 6 SHEA710NG SECTION B B ExreRmR Faaa+ . }1 APR 252w; FINrTre rERiNerER " L, :- ,•sr OTHERS WINDOW FRAIE 1 - .;.- t r� i 1{fit " 1�vatN11 tt; n sY•mRERs:"r)sw As am b a VON offmcaR N ANCHOR 60M LOAD aFiW AM AdW-AIUAMBIE itRt ATO BE tVAFElW_ Q AZING / �- i1TARHE "OM Ai1+OF OTOS. 6EE am 6)r"""^�:'r"'*,"'t— aOTiVI/OION ANCHORS OM 8E OF SUFI'TCEI(f c t I i p -b.:. `�• ... 2'^ s` �NE7frR a wMaaV VIDTFI s S ..Xj• M'0 UDOD ACHVE E'UK GWOONO T OF V FIL..4j,lRE filCp®NRri)r CA4K FDR PEisEIER . 2�5 f, � r .:mss "a"ll�i i s --•-o ;A .. BFAL ANOURO CffeR N OF RMIDOR FRAYS ' •.e�' 3 'e r: tT .'a F': t k>#�tQE,°i100N®AOMlC CA"summa IHIIOON �.,.y�!..t• F {i r1txrHq�I1 - �` - `♦ `� if.. �• 7 4_�Im wY,wxr VERBEOUNIVENTS :?.. Ig AM EIJOO CIASS CUBS$MIRE CIA= s B SNOW ommic CUISS ASO O11MF1FD. - d"•i/1f-t{ HA .'. [. Sir !-'fi7i.i.•!l� 5 ?�•. 3.11 {NR�1� / } .`1101 M IS��N.VIS AW APFM TD :.ASOra r 1bItH�• Ott a xHtasZ » T ri ri 4_r. w+mw-FRAME " p fUjM E}BgIpERS 1000 NO 1730 EEHES '..r. > 8 8 8)SPACE VWAUJION ANCHORS AT I•MAX. YILX FROM CORNERS NO MAX 24'O.C.DESRGN ERs PRESSURE CAPACJIY OF I+SIAUATIONS.VM ANCHOR SPACING AS STATED..IS 70.0 PSF FOR ^•: ALL AMWMR.E SMUP TO"'X 71'OR aaR c: A IY X as'OR TTI'X 37-3/I'WX. REv �.• ELEVATION °) USM AINITi.Q N;UM YUH°u TO UOK SEE UUJON = •. .: VIEWED FROM EXTFRaR INsrAIlATXXN SHEETS FOR REq)XRnlExrs _... -.. . ••,••.••- SHIM AS RED'A (SE MAX COMPLIES WITH FRC CHAPTER 11 SECTIONS MASO.4.1 FOR ANCHORING REQUIREMENTS AND 1707.42 FOR MASONRY, T S MARCH 1 2002 _ CONCRETE OR OTHER STRUCTURAL SUBSTRATES, �H1 aE,THmN 81"NY aY o`"""HERS FLORIDA EXTRUDERS DTTMAMONAI. INC WINDOW FIN I•MM' - q - SANFORD, FLORIDA t SHEATHING EMBEDMENT ..01. SHEATHM 'MP_INSTALLATION DETAIL W/ 18 HOOD SCREW BY OTHERS FIXED FIN WINDOW - SERIES 1000/2000 SECTION A—A ��.1I.GR1R a aowuq rc oRARN BY:BB APPROVED BY. um r°A1u."�c100`uncc"�"„c..,m DATE:1:13/02 scmz:N. T. S.DRC.:FLEX0030 g . .x t'i ' {,. i..t �..a..L ..« ' fi..`.:. ',�"�it•1 4-VAX,K KTVCEN - + Ym !q.. - a .•Y -_' .. X SHIN FW m ' _.. z a t •. ,, J.iVO s1f'V000 ;. VMN 4ilONG _ 'sy'aff"m � �: �' � ,�•x�- ,.a.�:r+ .. - �___Ems. '� '"t 4'i. � M�;� '?tq.= u '. .•: T �r. � '$(SEE-Ia7ESi I �, -. -'.�' 1%4•-'WA i-'r - :S;: �SHIM SPACE Y•+•i, R �� C - - asuta+T ' QUALLt _ 1 AS lam^ w i`x•_ :,. VIHDON Ic ANCHONS l _ .. M - u�EE NOTES) HEIGHT -�. (Tl?J e Jd vow- tt�. tiR tPs I€cTTP�it11 t ctrPn # 4" IEAiIER 4 Q,G- LLAIING Sf[Al1ONG-"s -e 1 . 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Et..{ WOODJANP ATTACHMENT TO STRUCTURE RATED FOR too MPH FASTEST-MILE AND <� 124 MPH PEAK OUST WIND SPEED �'`�°''M M0� : ;�'. �L _ 17 i L 90089 110 IIAIDwARE RILL K fX]ID1m,MAMIFACTNC iP ,'� •' ANC KOTO ■TILL LtMOMM AS IE7 101N 9Y tMN1A �� L DDd1 T101w EINE K, . (.NC,1M 8011,FORNm r�••. .. Vel u --ILJISCAM ST RT.Dee n�: UGIT�Ypfo tu/11rr, 3-4I tMtYANOAR01 �j ��•n ••• - 3/II'X T lA6 7[RSAS tTMTM4 Y 1110N CD3 7101 IC QG 4.6008!9P70 re N01 CON!!T or, (Q NCBGIL At RIBIML L DOORS IM TRI MOI 0011/31 1(3)MXf10N9 o 1gM1. ' uu2 AT,eMY1 A SDOD P1•elfleff•R -•1tR1►01UN6 S1IRICIIIIIK OL1dA f1All K DOWm '1/111111111„'•'• r i..: MLU K'11A NLT 3/C 2 C START”C FROM FAD!TIN 24'LC 9Y A N031Rm PR01Lt401IA1 010NCR 104 R.O IL NINCAIS DN: DRAIMID M AOD"rM M ORIS I.MORmt Ev DESCRVTION OF REVtStONS GATE EY 14.0 IRK ANDA. OS 3/C 2 2-3/e sunm6 C FROM DRd Ile LL L M METIM Or 1ESIND WAS M LISSTANTAL CO FMANCE II'AM,rYt Rm NVO 3/C K e STMTMI Y T*w DD!1101 2M Le "'m 7m/ROUCUIK MM"M ASM=6-9%AND THE A COVERTED DRATINO TO NEW FORMAT 4 3 2 DW .. WUT VW MATO CODE MCDON IMM MND MUD NJOI ORtDIA /2/0 THE PRIS91R63 lOIM CH M DRAR1NO3 KU CALCIAA-I VSNO M FORDO N PMAMCTOM 1ST XWK AWNM 3/r•X 2-3/4-STARING 3•FROM Dos TAX u•LL A 9ASIC TTNB VIM OP ISO MPH(FAMM-101A rn/RA WT TAPMR 1/4'X 2-3/4•STARIft le FROM DOS USE PNM Or L DOOI CAN K MSTAMm 111H S FEET or DOORS ROTI IASTODRS(r NMT)AT 19'LL RM T'L EXt SW 165 CARRIA COURT WINSTON-SALEM N.C. 27103 PDR: L tr It/N ROOF 10011 AT ANY•BPC AM rRoyot SWAM L U:FACmR Or 1.0 MODEL 600 STRATFORD �NU1XM a."Da�NeT epi Sem A � MODEL X950 HERITAGE L OPCLRQ MM CFC ' 018E MND 9®O 124 MPN MIN 2 IRT OP DOOM MOM w� w E a w m��Rw 10 SRE DRAWN BY AAE DATE 07/23/96 DRAMNO NUMBER r/B Eacm BY ARE DATE 04/23/02 FLA-M-001 (970654-QUALITY REMODELING & FRAMING WEST 10TH LOT 71 & 73 - 9'10"13 SpeallbS] D05rBAP9RED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (2) 16d TOE-NAILS AT TOP CHORD. PROVIDE HANGER OR SPECIAL CONNECTION AT BOT CHORD FOR 558#. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 03-10-02 W2X6111 +11-6-7 W2X4= 1-10-2 4.24 F-- 10-0-0 M4(A1) = W3X6(R) 111 0 4-3 2.53 �8-0-0 L-2-9-15 _1E 9-11-9 _I 9-10-13 Over 3 Supports R=501 W=4.95" U=490 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD .2b5 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O O BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F R E F R732- -4660 O O INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �'(es PFj . PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��p,^(1F�1(� ''��,. I T C D L 7 0 P S F DATE 08/08/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'r(r �ry`•r"' Ov �, BC DL 10.0 PSF DRW HCUSR732 97220062 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Aug lJn PRODU BUILD THE TR USESCONFORM AN C EOWITML TP IDR OR AN FABRICATING,CATINGONH ANDMINGISSB IPPING, INSTALLATION OR t U8` C ALPINE C7 BC LL 0.0 PSF HC-ENG SB/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �,•(J T 0 T.L D. 3 7.0 P S F S E A N - 55044 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 57ATE OF TRU CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1 RUS1J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER /�1••��I�;:• D U R FAC. 1 .2 5 FROM M E J O O O DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. Q �> NA&F 1 PcA� VLoT . AT— � J�� . , G,a., q7t- o. p/w 16 A zo _ 3 zo AIC- jon D GoT sa`x loZ� 5 too ' O, PF e'Us-UCAS - . � /Ips • . . '� 44 N .;. v ..o� 7 Project NAME: 1-161 MAIN STREET Lot: 1-161 Subdivision: MAIN SSTREET County: Duval Building Code:FBC2001 Computer Program Used MiTek 5.0 s General Truss Design Loads Gravity-Roof: 42 psf Total Load Wind:120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 24 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the \�'V Building Designer, perANSIITPI 1-1995 Section 2. Pv Name: Warren V Carrigan III License#: 48803 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business No.7547 4745 SUTTON PARK COURT,SUITE 402,Jacksonville, FI.32224 904-821-5200 TRUSS PLACEMENT PLAN 0202645 ROOF PLACEMENT PLAN NO TRUSS ID# DATE 1 0202645-CJI 11/23/02 2 0202645-J1 11/23/02 3 0202645-J2 11/23/02 4 0202645-J3 11/23/02 5 0202645-J4 11/23/02 6 0202645-T1 11/23/02 7 0202645-T10 11/23/02 8 0202645-T11 11/23/02 9 0202645-T12 11/23/02 10 0202645-T13 11/23/02 11 0202645-T14 11/23/02 12 0202645-T2 11/23/02 13 0202645-T3 11/23/02 14 0202645-T4 11/23/02 15 0202645-T5 11/23/02 16 0202645-T6 11/23/02 17 0202645-T7 11/23/02 18 0202645-T8 11/23/02 19 0202645-T9 11/23/02 20 0202645-VCJ2 11/23/02 21 0202645-VJ4 11/23/02 22 0202645-VJ5 11/23/02 23 0202645-VJ6 11/23/02 24 0202645-VJ7 11/23/02 ROOF TRUSSES 0202645 PROFILE 4TY PITCH TYPE BASE PLY Toa BOT ID O/A REACTIONS GIRDER 09-10-13 Joint 2 Joint 4 Joint 6 1 4.241 0.00 CJ1 09-10-13 413.6 lb& 142.4 lbs. 354.9 lbs. -642.2 lbs. -295.5 lbs. -359.9 lbs. JACK OS-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J1 OS-00-00 298.1 lbs. 115.9 lbs. 71.9 lbs. -303.7 lbs. -300.4 lbs. 0.0 lbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J2 03-00-00 223.7 lbs. 52.3 lbs. 41.9 lbs. -281.2 lbs. -168.3 lbs. 0.0 lbs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J3 01-00-00 174.8 lbs. 100.1 lbs. 14.4 lbs. -315.0 lbs. -31.6 lbs. 0.0 lbs. JACK 07-00-00 Joint 1 Joint 2 Joint 3 Joint 4 7 6.00 0.00 J4 07-00-00 390.6 lbs. 556.5 lbs. 144.7 lbs. 101.9 lbs. -143.2 lbs. -810.0 lbs. -343.7 lbs. 0.0 lbs. 1-yj-lly 6.001 3.00 GIRDER 32 00 00 J2gg3.6 lbs. Joint2893.6 lbs. -2250.7 lbs. -2250.7 lbs. SPECIAL 32-00-00 Joint 2 Joint 10 1 f 6.00 3.00 T10 32-00-00 1415.1 lbs. 1415.2 lbs. 4 OP -1548.0 lbs. -1548.0 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T11 32-00-00 1415.1 lbs. 1415.2 lbs. 1519.2 lbs. -1519.2 lbs. SPECIAL 32-00-00 Joint 2 Joint 10 1 6.00 3.00 T12 32-00-DO 1415.1 lbs. 1415.2 lbs. 1477.5 lbs. 1477.5 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T13 32-00-00 1415.1 lbs. 1415.2 lbs. - -� -1433.8 lbs. -1433.7 lbs. 00 =-1-2-pilly 6.00 3.00 GIRDER 32-00-00 N Joint2893 7 lbs. Joint2893 6 lbs. SCISSOR HI 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T2 32-0000 1415.1 lbs. 1415.2 lbs. -1433.8 lbs. 1433.8 lbs. SCISSOR HI 32-00-00 int 2. J14775lbs. 1 6.00 3.00 T3 32-00-00 1415.1lbs. 1415.2 lbs. 10 SCISSOR HI 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T4 32-00-00 1415.1 lbs. 1415.2 lbs. -1515.6 lbs. 1515.6 Ibs. PIGGYBACK 32-00-00 Joint 2 Joint 11 1 6.00 3.00 T5 32-00-00 1415.1 lbs. 1415.2 lbs. -1548.0 lbs. -1548.0 lbs. SCISSOR 32-00-00 Joint 2 Joint 10 7 6.00 3.00 T6 32-00-00 1415.1 lbs. 1415.1 lbs. -1562.2 lbs. -1562.2 lbs. SPECIAL 32-00-00 Joint 2 Joint 11 2 6.00 3.00 T7 32-00-00 1089.5 Ibs. 1745.21bs. -1284.1 lbs. 2229.7 lbs. SPECIAL 32-00-00 Joint 11 Joint 16 3 6.001 3.00 T8 32-00-00 1544.4 lbs. 1294.7 lbs. -2076.6 lbs. -1724.1 lbs. ROOF TRUSSES 0202645 PROFILE QTY PITCH TYPE BASE REACTIONS PLY TOP I BOT ID O/A SPECIAL 32-00-00 Joint 2 Joint 9 4 6.00 3.00 T9 32-00-00 1415.1 lbs. 1415.2 lbs. -1562.2lbs. -1562.1 lbs. GIRDER 09-10-13 Joint 2 Joint 4 Joint 6 3 4.24 2.12 VCJ2 09-10-13 514.2 lbs. 65.9 lbs. 322.5 lbs. -746.6 lbs. -152.7 lbs. -465.3 lbs. INVERTED 07-00-00 Joint 2 Joint 4 Joint 5 13 6.00 3.00 VJ4 07-00-00 377.9 lbs. 44.0 lbs. 230.5 lbs. -430.1 lbs. -104.9 lbs. -277.4 lbs. I � INVERTED 05-00-00 Joint 2 Joint 3 Joint 4 6 6.00 3.00 VJ5 05-00-00 357.3 lbs. 118.91bs. 9.7 lbs. -429.4 lbs. -213.21bs. 0.0 lbs. in 2 v JACK 03-00-00 J 279.2 lbs. Joint 170 3 lbs. JoinOto lbs. 6 6.00 3.00 VJ6 03-00-00 223.71bs. 52.31bs. 4191bs. JACK01-00-00 Joint 2 Joint 3 Joint 5 6 6.00 3.00 VJ7 01-00-00 308.0 lbs. 32.2 lbs. 0.0 lbs. Job Truss Truss TypeQty Ply 1-161 ROOF PLACEMENT PLAN 0202645 Cil ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSBf��LLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:42 2002e010 -1-10-10 5-2-5 9-9-10 9-10r13 1-10-10 5-2-5 4-7-5 0-1-3 Snle 11:18.2 4 10 2x4 4.24 F12 3 9 8 2 it 12 13 7 8 3x4= 05= 3-5-4 0-0-0 0-0-0 5-2-5 9-10-13 5-2-5 4-8-8 Plate Offsets(X,Y): [2:0-3-0.0-0-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.27 2-7 >428 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.52 2-7 >221 BCLL 10.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.01 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:40 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 6-8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=414/0-4-15,6=355/Mechanical,4=142/Mechanical Max Horz2=413(load case 2) Max Uplift2=-642(load case 2),6=-360(load case 3),4=-295(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34,2-8=-463,8-9=-485,3-9=-439,3-10=-74,4-10=37,4-5=-3 BOT CHORD 2-11=455,11-12=455,12-13=455,7-13=455,6-7=0 WEBS 3-7=-502 NOTES (5-7) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 642 Ib uplift at joint 2,360 Ib uplift at joint 6 and 295 Ib uplift at joint 4. 4)Special hanger(s)or connection(s)required to support concentrated load(s)102.81b down and 174.O1b up at 1-6-12,and 92.51b up at 4-4-12,and 118.91b down and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.21b up at 1-6-12,and 27.1 lb down at 4-4-12,and 54.21b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 5)Use SIMPSON LS30 to attach CJ1 to HIP GIRDER. 6) 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION, FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54.0,2-6=-30.0 Concentrated Loads(ib) Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-14.2 13=-54.2 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-3=99.3,3-4=73.7,4-5=37.1 Continued18R'i5a6822-116.4,2-3=-107.7,3-4=-82.1,4-5=-45.5 Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 Cil ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:43 2002 Page 2 LOAD CASE(S)Standard Except: Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37.1,2-3=73.7,3-4=99.3,4-5=108.0 Horz:1-2=-45.5,2-3=-82.1,3-4=-107.7,4-5=-116.4 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-3=99.3,3-4=63.4,4-5=26.8 Horz:1-2=-116.4,2-3=-107.7,3-4=-71.8,4-5=-35.2 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN i 10202645 ;J1 ROOFTRUSS 2 1 I (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 322a%NiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 1a:a 43 2002 Page 1 -1-4-0 5-0-0 1-4-0 5-0-0 3 Scale=1:13.2 6.00 2 2 i 1 4 2-5-8 0- - 0-0-0 2x4= 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 0.44 Vert(LL) -0.03 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.17 1 >109 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 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=116/Mechanical,2=298/0-3-8,4=72/Mechanical Max Horz2=293(load case 5) Max Uplift3=-300(load case 5),2=-304(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 3 and 304 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss �ROOFTTRUSS �2 sype city Ply 1-161 ROOF PLACEMENT PLAN 0202645 J2 1 (optional) 1-5-8 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Indbs6igs,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 29016:d5A3 2002 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 6C.I8=18.4 6.00 F12 2 1 4 1-5-8 0-0-0 2x4 0-0-0 3-0-0 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 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >450 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 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=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=186(load case 5) Max Uplift3=-168(load case 5),2=-281(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 3 and 281 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 J3 ROOF TRUSS 2 1 0-5-8 (optional) , TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. %Was Sep 4 2002 MiTek Industries,Inc. Fri NBvA 13:35:43 2002 Page 1 3 -1-4-0 1-0-0 1-4-0 1-0-0 Scale=15.6 I 2 ( 600-12 I � i 1 d 0-5-8 0-0-0 2x4= 0-0-0 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1 >638 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 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=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz2=115(load case 4) Max Uplift3=-32(load case 1),2=-315(load case 4) Max Grav3=100(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-41 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 315 lb uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 J4 ROOF TRUSS 7 1 - - o tional TRUE TRUSS INC.,J K NVILLE FLO_026,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 1 X14 2002 Pagel -11-0 -1-3-12 7-0-0 0-0-4 1-3-12 7-0-0 3 Scale=1:17.3 8.00 12 2 1 '7 43-5-8 0'0'9x4= 0-0-0 7-0-0 I 7-0-0 Plate Offsets(X,Y): [2:0-1-4,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.11 2-4 >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.16 2-4 >517 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 at LC LL Min I/defl=240 Weight:24 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 10-0-0 oc bracing. REACTIONS (Ib/size) 1=-143/Mechanical,3=145/Mechanical,2=556/0-3-8,4=102/Mechanical Max Horz2=420(load case 5) Max Upliftl=-143(load case 1),3=-344(load case 5),2=-810(load case 5) Max Grav1=391(load case 5),3=145(load case 1),2=556(load case 1),4=102(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=90,2-3=50 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift atjoint 1,344 Ib uplift at joint 3 and 810 Ib uplift at joint 2. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Oty Ply '1-161 ROOF PLACEMENT PLAN i 0202645 T1 ROOF TRUSS 1 2 (optional) TRUE WOSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:4$ 082 Page 1 r1-4-0 4-5-4 i 7-0-0 1 11-6-14 i 16-0-0 1 20-5-2 25-0-0 27-6-12 32-0-0 PA--9 1-4-0 4-5-4 2-6-12 4-6-14 4-5-2 4-5-2 4-6-14 2-6-12 4-5-4 1-4-0 Scale=1:57.7 4x8= 2x4 II 3x8= 214 11 4x8= 4 5 6 7 8 6.00 III2 4x5 4x5 3 S it d I 2 ¢ 18 17 i6 15 14 13 12 10 1 �4x,27x8= 3x4= 3x8= 7x8= 3x8= 3x4= 7x8= tilg 4x12 3.00 12 0-0-0 0-0-0 4-3-8 7-0-0 11-6-14 16-0-0 20-5-2 25-0-0 27-8-8 1 32-0-0 4-3-8 2-8-8 4-6-14 4-5-2 4-5-2 4-6-14 2-8-8 4-3-8 Plate Offsets(X,Y): [4:0-5-8,0-2-4],[8:0-5-8,0-2-4],[15:0-4-0 0-4-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.72 15 >527 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.73 15 >524 BCLL 10.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.33 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:368 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-15 oc purlins. BOT CHORD 2 X 6 SYP DSS 'Except' BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. B22X6SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2894/0-3-8,10=2894/0-3-8 Max Horz 2=-183(load case 5) Max Uplift2=-2251(load case 4),1 0=-2251(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-10872,3-4=-7390,4-5=-8922,5-6=-8922,6-7=-8922,7-8=-8922,8-9=-7390,9-10=-10872,10-11=17 BOT CHORD 2-18=9966,17-18=9341,16-17=6685,15-16=9648,14-15=9645,13-14=6685,12-13=9341,10-12=9966 WEBS 3-18=2670,3-17=-2986,4-17=1418,4-16=2542,5-16=-512,6-16=-832,6-15=289,6-14=-828,7-14=-512,8-14=2542 ,8-13=1418,9-13=-2987,9-12=2670 NOTES (8) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 Ib uplift at joint 2 and 2251 Ib uplift at joint 10. 7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 Ib up at 25-0-0,and 346.51b down and 397.1 lb up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Continued)6A$a�gZ54.0,4-8=-117.6,8-11=-54.0,2-18=-65.3,12-18=-65.3,10-12=-65.3 Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 T1 ROOF TRUSS 1 2 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:44 2002 Page 2 LOAD CASE(S)Standard Concentrated Loads(Ib) Vert:4=-346.5 8=-346.5 Job TrussTruss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 10202645 T10 ROOF TRUSS 1 1 (optional) TRUE FT&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:48_082 Pa-g.1 r1-4-0, 4-5-4 8-2-14 12-2-4 15-0-0 17-0-0 21-9-13 26-7-11 32-0-0 XL-4- 1-4-0 4-5-4 3-9-10 3-11-6 2-9-12 2-0-0 4-9-13 4-9-13 5-4-5 1-4-0 Scale=1'.57.7 5x8= 5x5= 6 7 2x4 11 5 3x4 6.00 F12 8 5x5 4 a 11 2x4 2x4 3 8 2 1 7x12— 10 62 44 1 = 1(g 9 4x8 15 14 13 12 45-- 3.00 3.00 12 2x4 II 3x4= 3x8= 3x4= 0-0-0 0-0-0 4-3-8 12-2-4 15-0-0 1 17-0-0 1 24-2-12 32-0-0 4-3-8 7-10-12 2-9-12 2-0-0 7-2-12 7-9-4 Plate Offsets(X,Y): [6:0-6-0,0-2-8],[7:0-2-8,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.49 16-17 >783 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 16-17 >543 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.24 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:200 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-17,6-16 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=325(load case 4) Max Uplift2=-1548(load case 4),1 0=-1 548(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2152,6-7=-1394,7-8=-1548,8-9=-2151,9-10=-2334,10-11=16 BOT CHORD 2-17=4189,16-17=2463,15-16=42,5-16=-194,14-15=0,13-14=1392,12-13=1746,10-12=2069 WEBS 3-17=-89,4-17=2062,4-16=-688,14-16=1486,6-16=1378,6-14=-430,6-13=6,7-13=504,8-13=-521,8-12=418, 9-12=-211 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 Ib uplift at joint 2 and 1548 Ib uplift at joint 10. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply �1-161OOF PLACEMENT PLAN T11 ROOFTRUSS 1l TRUE WOOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:4- 082 Page 1 r1-4-0, 4-3-8 4-�- 8-2-14 1 12-2-4 13-0;0 16-0-0 19-0-0 25-2-12 32-0-0 33-4-Q 1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 0-9-12 3-0-0 3-0-0 6-2-12 6-9-4 1-4-0 Scale 157.7 5x5= 3.8= 5x5= 5 6 7 4x5 6 6.00 12 4 3x4 8 2x4 I I d 3 y� 2 18 3x411 8 O 1 6x12= 5x8= 1013 j 3x8= 15 14 13 12 11 4x5= 3 00 12 2x4 11 4x5= 3x8= 2x4 11 2x4 II 0-0-0 0-0-0 4-3-8 12-2-4 16-0-0 19-0-0 25-2-12 32-0-0 4-3-8 7-10-12 3-9-12 3-0-0 6-2-12 6-9-4 Plata Offsets(X,Y): [2:0-3-8,0-1-8] [5:0-2-8,0-2-4] [7:0-3-0 0-2-8] [16:0-2-8 0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.50 17-18 >759 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.55 17-18 >688 BCLL 10.0 Rep Stress Incr YES WB 0.88 Horz(TL) -0.22 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:190 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=288(load case 4) Max Uplift2=-1519(load case 4),9=-1519(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=4545,3-4=-4422,4-5=-2173,5-6=-1882,6-7=1578,7-8=-1833,8-9=-2454,9-10=33 BOT CHORD 2-18=4080,17-18=2511,16-17=2719,15-17=-204,14-15=-208,13-14=-131,12-13=1599,11-12=2114,9-11=2114 WEBS 3-18=9,4-18=1 835,4-16=-748,6-13=-552,6-12=-53,7-12=497,8-12=-621,8-11=225,14-16=316,5-16=712, 6-16=595,13-16=1824 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1519 Ib uplift at joint 2 and 1519 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 T12 ROOF TRUSS 1 1 (optional) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:48_b082 Page 1 r1-4-0, 4-3-8 4-5-4 7-7-12 11-0-0 12-2- 16-7-2 21-0-0 26-9-11 32-0-0 a3-4-q I 4 —� 1-4-0 4-3-8 0-1-12 3-2-8 3-44 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 1-4-0 Scale=1:57.7 5x5= 2x4 11 3x4= 5x5= 5 6 7 8 5x5 6.00 12 4 2x4 >2-�4 d 3 2 7 8 10 4 d1 4 8x12= 7.12= 11]g 3x8% 3x4= 14 13 12 4x5= 3 00 F12 2x4 11 5x8= 3x4= 0-0-0 0-0-0 4-3-8 7-7-12 11-0-0 12-2-4 16-7-2 21-0-0 26-9-11 32-0-0 4-3-8 3-4-4 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 Plate Offsets(X Y): 12:0-3-4,0-1-81,[5:0-2-8,0-2-4] [8:0-2-8,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.41 16 >937 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.56 10-12 >681 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.21 10 n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/deft=240 Weight:188 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=253(load case 4) Max Uplift2=-1478(load case 4),10=-1477(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2360,5-6=-2194,6-7=-2194,7-8=-1898,8-9=-1926,9-10=-2238,10-11=16 BOT CHORD 2-17=4189,16-17=2605,15-16=2090,14-15=64,6-15=-137,13-14=0,12-13=1712,10-12=1984 WEBS 3-17=-72,4-17=1926,4-16=-669,5-16=568,5-15=367,13-15=1949,7-15=433,7-13=-547,8-13=298,8-12=350, 9-12=-289 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 Ib uplift at joint 2 and 1477 Ib uplift at joint 10. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 10202645 T13 ROOF TRUSS 1 1 (optional) TRUE JOSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:46 082 Page 1 0-4-0, 4-3-8 4-�-4 9-0-0 12-2-4 r 17-7-2 23-0-0 26-6-5 32-0-0 3TC 1-4-0 4-3-8 0-1-12 4-6-12 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 1-4-0 S.N.=157.7 5x5= 20 11 3x4= 5x5= 4 5 8 7 6.00 12 3x4 3x4 C 6 3 a a dI1 2 817 x8= 18 7x12— e 701 3x4 $Ib SS = d 3x8; 14 13 12 11 4x5- 3.00 12 2x4 11 6x8= 3x4= 2x4 I I 0-0-0 0-0-0 4-3-8 9-0-0 12-2-4 17-7-2 23-0-0 26-6-5 32-0-0 4-3-8 4-8-8 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 Plate Offsets(X,Y): [2:0-3-4,0-1-8],R:0k-2-P0-2-4],[7:0-2-8,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.46 15 >833 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.43 13-14 >895 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.23 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 13-15 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=217(load case 4) Max Uplift2=1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-2704,4-5=-2811,5-6=-2811,6-7=-2294,7-8=-2101,8-9=-2399,9-10=16 BOT CHORD 2-17=4189,16-17=3931,15-16=2394,14-15=79,5-15=-225,13-14=0,12-13=1867,11-12=2127,9-11=2127 WEBS 3-17=1154,3-16=-1575,4-16=550,4-15=608,13-15=2335,6-15=623,6-13=-633,7-13=558,7-12=339,8-12=-323, 8-11=131 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 11-161 ROOF PLACEMENT PLAN 0202645 T14 ROOF TRUSS 1 2 (optional) TRUE WOOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:43-8082 Page 1 -1-4-01 4-3-8 4-5-4 7-0-0 1 12-2-4 1 16-6-1 + 20-8-3 25-0-0 28-0-12 1 32-0-0 33 4-Q 1-4-0 4-3-8 0-1-12 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 1-4-0 scale=1.57.7 2-6-12 5x5= 5x8= 4x5= 3x4= 5x5= 4 5 6 7 8 6.00 12 4.5 i 2x4 i 3 9 d o-- 2 7.12— 10 4 d 1 17 18 b' 4x12 7x8= 3x8= 11]d4 14 13 12 4x5= 300 FIT 2x4[I 6x6= 3x8= 0-0-0 0-0-0 i 2-10-13 4-3-81 7-0-0 1 12-2-4 i 16-6-1 20-8-3 25-0-0 28-0-12 32-0-0 2-10-13 1-4-11 2-8-8 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 Plate Offsets(X,Y): [4:0-2-8,0-2-4],[8:0-2-8,0-2-4],[15:0-8-0,0-5-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.65 15 >584 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.68 12-13 >556 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.26 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:359 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD 2 X 6 SYP DSS 'Except' BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. B4 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 `Except` W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=2894/0-3-8,10=2894/0-3-8 Max Horz2=-183(load case 5) Max Uplift2=-2251(load case 4),10=-2251(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-10872,3-4=-7390,4-5=-6754,5-6=-10398,6-7=-6702,7-8=-4581,8-9=-5204,9-10=-5316,10-11=16 BOT CHORD 2-17=9966, 16-17=9341,15-16=10414,14-15=134,5-15=1163,13-14=0,12-13=6010,10-12=4700 WEBS 3-17=2670,3-16=-2986,4-16=2582,5-16=-4026,13-15=7071,6-15=4189,6-13=-2449,7-13=924,8-12=1643, 9-12=-64,7-12=-1804 NOTES (8) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 Ib uplift at joint 2 and 2251 Ib uplift at joint 10. 7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 lb up at 25-0-0,and 346.51b down and 397.1 Ib up at 7-0-0 on top chord. Design for unspecified oonnection(s)is delegated to the building designer. 8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 T14 ROOF TRUSS 1 2 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:47 2002 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=49.5,2-4=40.9,4-8=172.2,8-10=67.1,10-11=30.5,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-57.9,2-4=-49.3,8-10=75.5,10-11=38.9 Drag:4-5=-0.3,7-8=0.4 Concentrated Loads(lb) Vert:4=397.1 8=397.1 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30.5,2-4=67.1,4-8=172.2,8-10=40.9,10-11=49.5,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-38.9,2-4=-75.5,8-10=49.3,10-11=57.9 Drag:4-5=-0.3,7-8=0.4 Concentrated Loads(lb) Vert:4=397.1 8=397.1 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-4=99.3,4-8=136.3,8-10=63.4,10-11=26.8,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-116.4,2-4=-107.7,8-10=71.8,10-11=35.2 Drag:4-5=-0.2,7-8=0.3 Concentrated Loads(lb) Vert:4=397.1 8=397.1 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26.8,2-4=63.4,4-8=136.3,8-10=99.3,10-11=108.0,2-17=-11.8,15-17=-11.8,10-14=-11.8 Horz:1-2=-35.2,2-4=-71.8,8-10=107.7,10-11=116.4 Drag:4-5=-0.2,7-8=0.3 Concentrated Loads(lb) Vert:4=397.1 8=397.1 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-11=-14.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-14.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 IT2 ROOF TRUSS 1 1 (optional) TRUE W0SS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:4$- 082 Page 1 1-4-01 4-3-8 4-.-4 9-0-0 13-8-0 18-4-0 23-0-0 + 27-6-12 27T8-8 32-0-0 ,33-4-Q 1-4-0 4-3-8 0-1-12 4-6-12 4-8-0 4-8-0 4-8-0 4-6-12 0-1-12 4-3-8 1-4-0 Scale=1:57.7 5x5= 3x4= 3x4= 5x5= 4 5 6 7 6.00,12 3x4 3x4 3 :>t 8 d 2 6 n 15 14 13 12 1i 101go1 1 6k6= 3x6= 5x5= 3x8= 6x8= 3x6= 3x6 3.00 F1-2- 0-0-0 0-0-0 4-3-8 9-0-0 16-0-0 23-0-0 27-8-8 32-0-0 4-3-8 4-8-8 7-0-0 7-0-0 4-8-8 4-3-8 Plate Offsets(X,Y): [2:0-3-4 0-1-8] [4:0-2-8,0-2-4] [7:0-2-8 0-2-4],[9:0-3-4 0-1-8] [13:0-2-8 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 0.85 Vert(LL) 0.58 13 >655 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 12-13 >626 BCLL 10.0 Rep Stress Incr YES WB 0.69 HOrz(TL) -0.37 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-215(load case 5) Max Uplift2=-1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-2659,4-5=-2415,5-6=-2928,6-7=-2415,7-8=-2659,8-9=-4606,9-10=16 BOTCHORD 2-15=4189,14-15=3931,13-14=2861,12-13=2861,11-12=3931,9-11=4189 WEBS 3-15=1159,3-14=-1609,4-14=940,5-14=-567,5-13=123,6-13=123,6-12=-567,7-12=940,8-12=-1609,8-11=1159 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard iJob Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 10202645 T3 ROOF TRUSS 1 ;1 (optional) TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:4g_�082 Page 1 1-4-0, 4-3-8 4-�-4 7-7-12 i 11-0-0 16-0-0 21-0-0 24-4-4 i 27-6-1227{8-8 32-0-033-4-q 1-4-0 4-3-8 0-1-12 3-2-8 3-4-4 5-0-0 5-0-0 3-4-4 3-2-8 0-1-12 4-3-8 1-4-0 Sc.le=1:57.7 4x8= 2x4 II 4x8= 5 8 7 4x5% 4x"- 2 x5 C 6.00 12 q 8 27.4 11 2x4 11 d 3 8 i 2 10 4 16 15 14 13 12 4 O1 8x12= 3x4= 5x8= 3x4= 8x12= 111g 3x8 3x8 0 3.00F12 0-0-0 0-0-0 4-3-8 11-0-0 16-0-0 21-0-0 27-8-8 32-0-0 4-3-8 6-8-8 5-0-0 5-0-0 6-8-8 4-3-8 Plate Offsets(X,Y): [2:0-3-4 0-1-8] [5:0-5-8 0-2-4] [7:0-5-8,0-2-4] [10:0-3-4,0-1-8],[14:0-4-0,0-3-0] -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.49 14 >771 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.53 12-13 >721 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.33 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:169 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz 2=-251(load case 5) Max Uplift2=-1478(load case 4),10=-1478(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2321,5-6=-2320,6-7=-2315,7-8=-2321,8-9=-4554,9-10=-4606,10-11=16 BOT CHORD 2-16=4189,15-16=2605,14-15=2093,13-14=2093,12-13=2605,10-12=4189 WEBS 3-16=-72,4-16=1929,4-15=-686,5-15=611,5-14=304,6-14=-262,7-14=302,7-13=608,8-13=-686,8-12=1929, 9-12=-72 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 Ib uplift at joint 2 and 1478 Ib uplift at joint 10. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type :Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 ;T4 ROOF TRUSS 1 1 I 0 tional TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:4 082 Page 1 1-4-01 4-5-4 i 8-7-12 13-0-0 19-0-0 23-4-4 27-6-12 32-0-0 33-4-Q 1-4-0 4-5-4 4-2-8 4-4-4 6-0-0 4-4-4 4-2-8 4-5-4 1-4-0 Scale=1:57.7 4x8= 5x5= 5 6 5.5 5x5 6.00 12 4 7 d_ 2x4;I 2x4 II 3 8 2 8 14 13 12 11 10I$�¢ 1 6x12= 3x4= 5x8= 8x12= 4x8; 3x8 3.00 12 0-0-0 0-0-0 4-3-8 13-0-0 19-0-0 27-8-8 32-0-0 4-3-8 8-8-8 6-0-0 8-8-8 4-3-8 Plate Offsets(X,Y): [5:0-5-8,0-2-4],[6:0-2-8,0-2-4] [9:0-3-4,0-1-8] [12:0-4-0 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 0.96 Vert(LL) 0.52 13 >730 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 13-14 >547 BCLL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.35 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14,7-11 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-287(load case 5) Max Uplift2=-1516(load case 4),9=-1516(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4557,4-5=-2037,5-6=-1837,6-7=-2039,7-8=-4557,8-9=-4606,9-10=16 BOT CHORD 2-14=4189,13-14=2376,12-13=1837,11-12=2376,9-11=4189 WEBS 3-14=-101,4-14=2146,4-13=-694,5-13=635,5-12=-0,6-12=636,7-12=-694,7-11=2146,8-11=-101 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1516 Ib uplift at joint 2 and 1516 Ib uplift at joint 9. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type IQty Ply 1-161 ROOF PLACEMENT PLAN i 0202645 T5 ROOF TRUSS 1 1 o tional TRUE W0SS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:49 8C%Page 1 1--4-01 4-4-7 7-10-15 11-5-8 15-0-0 17-0-0 1 20-6-8 24-1-1 27-7-9 1 32-0-0 �3-4-0 1-4-0 4-4-7 3-6-8 3-6-8 3-6-8 2-0-0 3-6-8 3-6-8 3-6-8 4-4-7 1-4-0 Smie=1:57,0 5x5= 5x5= 8 7 3x4 2x4 II 5 e 6.DO12 30 3Xq 4 B 2x4 15 2x4 3 5x8= 10 16 14 3x4: 3x8 i y 17 13 11 j 1 a 1 3x4; 3.00 12 3x4 121a i 48; 3x8 0-0-0 0-0-0 5-10-10 11-5-8 16-0-0 20-6-8 26-1-6 32-0-0 5-10-10 5-6-14 4-6-8 4-6-8 5-6-14 5-10-10 Plate Offsets(X,Y): [6:0-2-8,0-2-41,E:0-2-8,0-2-4],[11:0-3-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.74 15 >515 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.71 14-15 >534 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.54 11 n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/deft=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,11=1415/0-3-8 Max Horz2=-323(load case 5) Max Uplift2=-1548(load case 4),11=-1548(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4517,3-4=-4370,4-5=-3647,5-6=-2903,6-7=-2913,7-8=-3650,8-9=-3647,9-10=-4370,10-11=-4517, 11-12=16 BOT CHORD 2-17=4105,16-17=3808,15-16=3362,14-15=2790,13-14=3808,11-13=4105 WEBS 3-17=-81,4-17=347,4-16=-457,5-16=406,5-15=-721,6-15=1197,7-1 5=773,7-14=929,8-14=-199,9-14=-457, 9-13=347,10-13=-81 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 Ib uplift at joint 2 and 1548 Ib uplift at joint 11. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 10202645 T6 ROOF TRUSS 7 1 (optional) TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:50 80%Page 1 -1-4-0 4-7-7 8-4-15 1 12-2-8 16-0-0 19-9-8 23-7-1 27-4-9 32-0-0 X3-4-0 1-4-0 4-7-7 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 4-7-7 1-4-0 Scale-1:57.0 4x5= 6 3x4 3x4 5 7 6.00 12 3x4 3x4 4 8 214,1 14 2x4 3 5x8= 0 15 13 3x4= 3x4 c 2 16 12 10 1 3x4> 3.00 F12 W d 48% 08 0-0-0 0-0-0 5-10-10 10-11-5 16-0-0 21-0-11 26-1-6 32-0-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.77 14 >492 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.73 14-15 >520 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.56 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz 2=341(load case 4) Max Uplift2=-1562(load case 4),1 0=-1 562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4520,3-4=-4367,4-5=-3696,5-6=-2874,6-7=-2874,7-8=-3696,8-9=-4367,9-10=-4520,10-11=16 BOTCHORD 2-16=4111,15-16=3752,14-15=3225,13-14=3225,12-13=3752,10-12=4111 WEBS 3-16=-96,4-16=400,4-15=-393,5-15=519,5-14=-646,6-14=2366,7-14=-646,7-13=519,8-13=-393,8-12=400, 9-12=-96 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2,10 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 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 10. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty I Ply 1-161 ROOF PLACEMENT PLAN j02)02645 202645 ,T7 ROOF TRUSS 2 1 (optional) TRUE JOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek IndustrieMry. Fri Nov 22 13:35:50 2002 Page 1 1-4-0 5-10-10 i 10-11-5 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 33-4-0 1-4-0 5-10-10 5-0-11 5-0-11 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0 Scale=1'.57.0 4x5= 5 3x4 4x8 C 4 8 6.00 12 3x4% 2x4 II 3 7 13 5x8= 2x4 i 14 8 3x4% h 2 15 4x12 I 12 8 1 2x4 II 3.00 F12 1O;g = 4x5 3x4 11 3x8= 0-0-0 0-0-0 5-10-10 10-11-5 16-0-0 25-8-8 26-9-0 32-0-0 5-10-10 5-0-11 5-0-11 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.40 14-15 >773 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) 0.42 10 >40 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.20 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:161 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.21) 'Except' BOT CHORD Rigid ceiling directly applied or 3-5-4 oc bracing. B3 2 X 6 SYP DSS WEBS 1 Row at midpt 6-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1089/0-3-8,11=1745/0-3-8 Max Hoa 2=342(load case 4) Max Uplift2=-1284(load case 4),11=-2230(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-3253,3-4=-2434,4-5=-1582,5-6=-1576,6-7=1088,7-8=731,8-9=578,9-10=32 BOT CHORD 2-15=2928,14-15=2924,13-14=2212,12-13=991,11-12=-1578,7-12=-117,9-11=-470 WEBS 3-15=167,3-14=-696,4-14=348,4-13=-798,5-13=1077,6-13=456,6-12=-2404,8-11=-162 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 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 1284 Ib uplift at joint 2 and 2230 Ib uplift at joint 11. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 T8 ROOF TRUSS 3 1 (optional) i TRUE TRUSS INC.,JACgRe VILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industrielyd4p. Fri Nov 22 13:35:51 2002 Page 1 1-4-01 4-3-8 i 10-1-12 i 16-0-0 i 20-10-4 i 25-8-8 28-7-0 + 32-0-0 33-4-0 1-4-0 4-3-8 5-10-4 5-10-4 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0 Scale=1:57.0 5x5= 5 4x8 3x4 g 6.00 12 4 2x4 II 5.5 7 13 3 5x8= 2x4 4 8 14 5 4x5; 2 15 1 3.00 12 8x8 12 8 1 0i; 3x4= 3x4= 16 11 3x4 11 3x8= 0-0-0 0-0-0 4-0-0 4�3r8 10-1-12 16-0-0 25-8-8 26r0 0 32-0-0 4-0-0 0-3-8 5-10-4 5-10-4 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.47 9 >156 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.52 10 >32 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.23 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:164 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-2-5 oc purlins. BOT CHORD 2 X 4 SYP No.21D 'Except* BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. B5 2 X 6 SYP DSS WEBS 1 Row at midpt 3-14,6-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 16=1295/0-3-8,11=1544/0-3-8 Max Horz 16=-342(load case 5) Max Upliftl6=-1724(load case 4),11=-2077(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=573,3-4=-1254,4-5=-1060,5-6=-1041,6-7=1140,7-8=731,8-9=579,9-10=32 BOT CHORD 2-16=-444,15-16=-1260,3-15=-991,14-15=643,13-14=1111,12-13=633,11-12=-1380,7-12=-94,9-11=-471 WEBS 3-14=1650,4-14=-189,4-13=-170,5-13=577,6-13=318,6-12=-2005,8-11=-158 NOTES (4) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1724 Ib uplift at joint 16 and 2077 Ib uplift at joint 11. 4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Oty Ply 1-161 ROOF PLACEMENT PLAN 0202645 T9 ROOF TRUSS 4 1 o tional TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:51 800�Page 1 -1-4-0 4-3-8 4-$-4 8-2-14 1 12-2-4 16-0-0 21-1-13 26-3-11 32-0-0 33-4- 1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 3-9-12 5-1-13 5-1-13 5-8-5 1-4-0 S.I.=1.57.0 5x8= 6 2x4 II 5 3x4 7 6.00 12 5x5 4 3x4 2x4 11 8 3 SI 2 18 6x12— 8 10'�i� 1 6x12= a 4x8% 14 13 12 11 4x5= 3.00 12 2,4 11 08= 3x4= 2x4 11 0-0-0 0'0-0 4-3-8 12-2-4 16-0-0 1 21-1-13 1 26-3-11 32-0-0 4-3-8 7-10-12 3-9-12 5-1-13 5-1-13 5-8-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deftETLAP S GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.49 15-16 >784 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.70 15-16 >543 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.24 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-16,6-15 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=342(load case 4) Max Uplift2=-1562(load case 4),9=-1562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2146,6-7=-1468,7-8=-1933,8-9=-2382,9-10=16 BOT CHORD 2-16=4189,15-16=2463,14-15=55,5-15=-209,13-14=0,12-13=1729,11-12=2113,9-11=2113 WEBS 3-16=-89,4-16=2062,4-15=-688,13-15=1361,6-15=1313,6-13=214,7-13=-605,7-12=370,8-12=-440,8-11=161 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 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 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 9. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard ;Job Truss Truss Type city Ply 1-161 ROOF PLACEMENT PLAN 10202645 VCJ2 ROOF TRUSS 3 1 j (optional) TRUE TRUSS INC.,JACKS9WWLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:35:52 200 1 -1-10-10 3-5-4 5-10-9 9-9-5 9-1A-13 1-10-10 3-5-4 2-5-6 3-10-11 0-1-8 S.1-1 19.9 4 3x4 3 c� 4.24112 d 9 IIS 12 7 6 5 65x5= 2 3x4= 1 US= 10 2.12 12 1-0-0 0-0-0 3-5-15 3-5-4 6-0-1 9-10-0 9-1Q-13 3-5-4 2-6-13 3-9-15 0-0-13 Plate Offsets(X,Y): [2:0-2-12,0-1-81 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.13 1 >189 BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.03 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:40 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 5-2-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=66/Mechanical,2=514/0-1-8,6=322/Mechanical Max Horz2=420(load case 2) Max Uplift4=-153(load case 5),2=-747(load case 2),6=-465(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-9=-1006,3-9=-927,3-4=-44 BOT CHORD 2-10=899,10-11=904,8-11=923,8-12=851,7-12=851,6-7=0,5-6=0 WEBS 3-8=336,3-7=-902 NOTES (7-9) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 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 at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 Ib uplift at joint 4,747 Ib uplift at joint 2 and 465 Ib uplift at joint 6. 6)Special hanger(s)or connection(s)required to support concentrated load(s)182.31b up at 4-4-0 on top chord,and 15.Olb up at 1-6-1,and 15.81b down at 4-4-0,and 27.1 lb up at 7-1-15 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 7)Use SIMPSON LS30 to attach VCJ2 to HIP GIRDER @ JOINT#6. 8) 9)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING NIB-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 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,2-8=-30.0,5-8=-30.0 Concentrated Loads(lb) Vert:9=3.4 10=15.0 11=-15.8 12=27.1 Job Truss Truss TypeQty Ply 1-161 ROOF PLACEMENT PLAN 10202645 VJ4 ROOF TRUSS 13 1 (optional) TRUE TRUSS INC.,JACKSONVILLEOFOLO 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 2 :52 2002 Page 1 -1-4-0 4-5-4 6-11-11 7-Q-0 1-4-0 4-5-4 2-6-7 40- - s�aia=1:17.0 3x4 G 3 d 6.00 12 IV 6 5 2 5x5= O 2 3z4= 3z4 3.00 12 1 3-5-5 0- 1-0-0 4-3-8 7-0-0 4-3-8 2-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 2-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >394 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:30 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 8-7-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=44/Mechanical,2=378/0-3-8,5=230/Mechanical Max Horz 2=409(load case 4) Max Uplift4=-105(load case 5),2=-430(load case 4),5=-277(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-513,3-4=-40 BOT CHORD 2-7=428,6-7=378,5-6=0 WEBS 3-7=223,3-6=-432 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 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 105 Ib uplift at joint 4,430 Ib uplift at joint 2 and 277 Ib uplift at joint 5. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 I VJ5 ROOF TRUSS 16 1 Io tional TRUE TRUSS INC.,JACKSONVILLE FL. 3 860 MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22118.85:52 2002 Page 1 -1-4-0 5-0-0 1-4-0 5-0-0 3 S.I.=1.13.2 d 6.00 12 N 6 4 3x4= 2 g 3.00F1-2 3x4 1 2-5-8 O- 1-0-0 4-3-8 5-0-0 4-3-8 0-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 2-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.11 1 >176 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=119/Mechanical,2=357/0-3-8,4=10/Mechanical Max Horz 3=124(load case 4),2=283(load case 1),4=-289(load case 1) Max Uplift3=-213(load case 4),2=-429(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-310,4-5=-289 NOTES (6) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 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 213 Ib uplift at joint 3 and 429 Ib uplift at joint 2. 5)Non Standard bearing condition. Review required. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job ;Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 0202645 VJ6 ROOF TRUSS 6 1 (optional) 1-5-8 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek IV-bs8ies,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Novp'x35:53 2002 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 Scale•1:9.4 6.00 12 2 4 d d 3.00 12 l U4 1 1-5-8 0-0-0 0-7-12 3-0-0 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 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >465 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 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=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=188(load case 5) Max Uplift3=-170(load case 5),2=-279(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-48 BOT CHORD 2-4=8 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 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 170 Ib uplift at joint 3 and 279 Ib uplift at joint 2. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1-161 ROOF PLACEMENT PLAN 10202645 iVJ7 ROOF TRUSS 6 1 0-1-12 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 0080 s Sep 4 2002 MiTek Industries,Inc. Friesy 22 13:35:53 2002 Page 1 3 -1-4-0 1-0-0 1-4-0 1-0-0 1 Scale=1..5.6 2 6.00 12 d d 1 ld 3.4; 3.00 F12 f 4 5 1 0-1-12 0-0-0 0-5-8 0-11-2 �p 0-11-2 0-0-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (toe) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.03 1 >658 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=173/0-3-8,5=19/Mechanical Max Horz 2=112(load case 4) Max Uplift3=-32(load case 5),2=-308(load case 4) Max Grav3=93(load case 4),2=173(load case 1),5=19(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=3,4-5=-1 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 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 32 Ib uplift at joint 3 and 308 ib uplift at joint 2. 5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 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 LOAD CASE(S)Standard RIGHT-J CALCULATION PROCEDURES A,B, C, D Job#: Filename: Base.bld 12/1/00 Zone: Entire House Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1.2 AC/HR x 13059 Cu.Ft. x 0.0167= 262 CFM 2. Winter Infiltration Btuh 1.1 x 262 CFM x 4 0 Winter TD = 11515 Btuh 3. Winter Infiltration I1TM 11515 Btuh / 177 Total Window = 65.1 HTM and Door Area Procedure B-Sumner Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 13059 Cu.Ft. x 0.0167= 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x 19 Sumner TD = 2279 Btuh 3. Summer Infiltration HTM 2279 Btuh / 177 Total Window = 12.9 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 37 gr.diff. x 109 CFM = 2744 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 109 Vent.CFM x 19 Summer TD = 2278 Btuh Sensible Load for Structure(Line 19) + 17667 Btuh Sum of Ventilation and Structure Loads = 19946 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load-Sensible + 19946 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 109 Vent.CFM x 37 gr.diff. — 2742 Btuh Internal Loads = 230 x 6 No.People + 1265 Btuh Infiltration Load From Procedure C + 2744 Btuh Equipment Sizing Load-Latent = 6751 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J:7th Ed. RIGHT-J:V 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING 131dg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(eu.11.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0. 057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:V 1 3.0.11 SIN 117 8 6 Printout certified by ACCA to meet all requirements of Manual Form J FORM 60OA-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 606A.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 seat between:windowsldoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&toplbottom plates;between walls and floor. EXCEPTION:Frame wails where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floofs 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. j �eilir ys 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, i 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 non4C rated,installed inside a sealed box with 117'clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. i iluiti-sto_ryHouses 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 T612.1 CTION REQUIREMENTS CHECK Water Heaters .1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trio required. Swimming Pools&Spas 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 _ 612.1Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 1610.1 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 s tem. 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. EnergyGaugel"DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 F O RM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 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 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS 0d W if pl `' y �+ t7 � EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FtaRES'97 FLRCNA-200 Base Job# Zone: Entire House 12/1/00 AANUAL 1.Ah Ed, RIGHT-J: 3.0.11- S1N 11786 1 Name ofRoom 111 1; BR2 BR3 BR4 Rututing R. '2,0 Ft. 22.0 Ft 10.0 Ft. 24.0 Ft. Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft, 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 10.0 heat/cool 6.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg i Clg Length Htg i Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 220 **** ***w 176 wwwa rwww 80 rwaw arwa 192 wrra Err■ Exposed b 14B 5.8 2.2 0 wwww wrww 0 wwrr wrrw 0 rrar wrww 0 rrwr rrrr Walls and c 12H 2.4 1.4 0 +Ewa awww 0 arrr rrwr 0 wwrw rwwr 0 wwrr rrww Partitions d 13C 1.4 1.3 0 wwra arrw 0 rrrr rrrw 0 rwrw rrwr 0 rrrr rwrr e 13H 1.1 0.8 0 wwaw raar 0 rwwr awry 0 arar rrra 0 wrrr wrrr f 0.0 0.0 0 rwra raver 0 arra rrar 0 carr rsww 0 rwrr wrrr 6 Windows and a lI 38.2 ** 25 956 ***+ 15 574 ***' 15 574 +**' 15 574 ++*+ Glass Doors b 8F 38.2 ** 0 0 rrrr 0 0 rrrr 0 0 '*** 0 0 "*++ Heating c 9H 22.0 ** 0 0 **'* 0 0 "*** 0 0 *'*" 0 0 rrrr d 7L 2 6.0 ** 0 0 '+"* 0 0 "•'" 0 0 •"*• 0 0 +Err e 0.0 rr 0 0 rrrw 0 0 craw 0 0 Warr 0 0 rswr f 1 0.0 ra 0 1 0 rrrr 0 0 wrrw 0 0 awwr 0 0 wrrr 7 Windows and North 16.0 5 rrrr 80 0 **•* 0 0 rrrr 0 0 "•"* 0 Glass Doors NE/NW 33.0 15 rrrr 495 0 ***' 0 0 *•'* 0 0 ++"" 0 Cooling E/W 46.0 5 **•• 230 0 *'** 0 0 rrrr 0 0 **+" 0 SE/SW 40.0 0 *"** 0 15 ""*" 600 15 *""* 600 15 *"'• 600 South 0.0 0 **•* 0 0 "*** 0 0 •**+ 0 0 *"*• 0 Horz 0.0 0 **"* 0 0 rrrr 0 0 "*"* 0 0 rrrr 0 8 Other doors a 11E 7.6 4.3 2.0 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 175 630 356 161 580 327 65 234 132 177 637 360 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings 'a 16G 1.3 1.4 352 465 499 140 185 199 140 185 199 140 185 199 b 16D 2.1 2.3 50 106 114 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 D 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 45 2928 579 15 976 193 15 976 193 15 976 193 13 Subtot Btuh Loss=6+8..+11+12 wawa 5949 *+** rrra 3027 +**" '*** 2292 rrrr rrrr 3149 "*ww 14 Duct Btuh Loss 50/ 297 **" 51/1 151 rrrr 50/ 115 rrrr 5% 157 +** 15 Total Btuh Loss=13+14 *"** 6246 wrrr rwrr 3178 +ar rrwr 2407 ""*" rwrr 3307 ""rr 16 Int.Gains: People Q 300 2 "**" 600 1 "'** 150 1 +*** 150 1 ""*" 150 Appl. @ 1200 0 rrar 0 0 r►rw (3 0 rwar 0 0 »r* 0 17 SubtotRSHGain=7+8..+12+16 rrrr rrrr 3040 rrrr "**+ 1469 •"'* rrrr 1274 **"* **'* 1502 11 Duct BluhGain 0° wwrw 304 1C) **'• 147 100 rwrw 127 100/ rraw 150 19 Total RSH Gain-(17+18)*PLF 1.00 rrrr 3344 1.00 *+** 1616 1.00 rrrr 1401 1.00 ***+ 1652 20 CFM Air Required +"" 198 189 **** 101 91 '**" 76 79 "** 105 99 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 ;vIANUAL J:7th Ed. RIG1iT-J: . 3.0.11-- S/N 11786 1 Name of Room Entire House MBR MBTH WIC Rumdng Ft Exposed Wall 178.0 Ft. 4 3.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool. 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Atte Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 1280 www» rwwr 260 rw»r w►w+ 69 wwww ++wr 90 +++s rpr Exposed b 14B 5.8 2.2 0 wwww r►►► 0 +wrw *+«w 0 rw*+ w++» 0 +«a rrrr Walls and c 12H 2.4 1.4 0 *wrr rrrw 0 +rrw r►w« 0 *+r+ ww+* 0 rr++ wr+w Partitions d 13C 1.4 1.3 350 r+ww r++r 170 ••" w+►+ 0 r+ww +«rw 0 +*++ +rww e 13H1.1 0.8 0 w»►* rs++ 0 ►rsr sr++ 0 r+»» sr+r 0 r►«s ++ar f 0.0 0.0 0 +«r« r►r► 0 «rr+ +«►r 0 r««* r►r+ 0 ar« r►q 6 Windows and a lI 38.2 '" 121 4627 ***" 20 765 *"• 6 229 ***" 0 0 *"** Glass Doors b 8F 38.2 ** 36 1377 °"*" 0 0 "**` 0 0 °°i" 0 0 "** Heating c 9H 22.0 "* 0 0 rwww 0 0 wwr+ 0 0 s««w 0 0 w++r d 7L 2 6.0 ** 0 0 **** 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 *"•" 7 Windows and North 16.0 5 **** 80 0 wwww 0 0 ww+w 0 0 r+»+ 0 Glass Doors NE/NW 33.0 41 "*** 1353 20 '"'" 660 6 *""* 198 0 *"" 0 Cooling E/W 46.0 5 ***' 230 0 •*'* 0 0 "*** 0 0 "** 0 SE/SW 40.0 106 *•"* 4240 0 •*** 0 0 **** 0 0 ""`" 0 South 0.0 0 "*** 0 0 •••• 0 0 **** 0 0 "*"* 0 Horz 0.0 0 ***" 0 0 **"* 0 0 ***" 0 0 **"" 0 8 Other doors a 11E 7.6 4.3 210 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 1.3C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 4750 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 I1 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 wwwr 29983 +r*w ►rrw 4821 •w+« r«wr 1172 "+ww +wrr 359 w+»+ 14 Duct Btuh Loss 5% 1499 **** 5% 241 «'W° 51% 59 ***" 5°/ 16 +rww 15 Total Btuh Loss=13+14 rr+w 31482 rrww wrrr 5062 r►rr ►+rr 1231 »r►r +rs+ 377 »srr 16 Int.Gains: People Qa 300 6 `•** 1650 2 *"*• 600 0 ""*" 0 0 •►"" 0 Appl, @ 1200 1 **** 1200 0 "'*• 0 0 *'*• 0 0 "'* 0 17 SubtotRSH Gain=7+8.+12+16 *+** r«rr 16061 *rw« r«rw 2508 wwww r+ww 484 ww+s ++++ 138 18 Duct Btuh Gain 10% *"•• 1606 10°/ **** 251 10% "*' 48 10% **** 14 19 Total RSH Gain=(17+18)*PLF 1.00 `*'* 17667 1.00 "" 2759 1.00 •"' 532 1.00 `*•* 152 20 CFM Air Required *"** 1000 1000 "°• 161 156 **•• 39 30 '*•* 12 9 Printout certified by ACCA to meet all requirements of Manual J Form ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. KEVIN BENNETT. , , , I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family , a. Central Unit Cap:28.2 kBtulhr _, 3. Number of units,if multi-fancily 1 - SEER:10.00 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case`? Yes 6. Conditioned floor area(ft2) 1484 f? a N/A 7. Glass area&type a. Clear-single pane 0.011' 13. Heating systems b. Clear-double pane 157.0 112 _ a. Electric Heat Pump Cap:29.0 kBtu/hr _ c. Tintlother SC/SI-IGC-single pane 0.0 ft-1 _ HSPF:7.20 r d. Tint/other SC/SIIGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ u. Slab-011-Grade I_:d c Insulation R=0.0, 197.0(p)ft _ c. N/A b. N,A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons r u. Frame,Wood,Exterior R=11.0, 1023.0 f12 _ EF:0.86 _ b. Fraune,Wood,Adjacent R=11.0,358.0 ft= _ b.N/A c. N d, N,'A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic 11=30.0,1505.0 ft2 _ 15. HVAC credits b. Uudcr Attic R=19.0, 122.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Wltole house fan, 11, Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MMI-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) OS'VHB ST4�� in this home before final 'inspection. Otherwise,a new EPL Display Card will be completed ti based on installed Code compliant features. Builder Signature: Date: �` Z Address of New Homc: City/FL Zip: l�t;pp WE�4�� *.NUTL: The home's eslirnated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yoitr score is 80 or greater(or 86 for a US EPA/DOE EnergyStdM designation), Your home may qualify for energy efficiency mortgage (EEV)incentives if you obtain a Florida Energy Gauge Rating. (W11aL'!the Enemy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A F ------ Project Name: 14 sS Builder: QUALITY REMODELIN AN Address: Pefmilfing Office: Permit Number: Mier: KEVIN BENNETT ' Jurisdiction Number: Climate Zone: Not-th 1. New construction or existing New - 12. Cooling systems. 2. Single family or multi-family Single family - a. Central Unit Cap:28.2 kBtu/hr _ 3. Number of units,if multi-family SEER: 10.00 - 4. Number of Bedrooms 4 1). N/A 5, Is this a worst case? Yes 6. Conditioned floor area(1'F) 1.194 W c. N/A a. Clear-Single palic 0.0 11' - 13. licafing systems b. Clear-double pane 157.0 fe - a. Electric licat Pump Cap:29.0 kBtu/lir _ c. Tintolhcr SC/SI lGC-sliialc pane 0.0 f12 HSPF:7.20 - d. Tu /other SC/S1 lGC-double pane 0.0 a, b.N/A _- 8. 8. Floor types a. Slab-On-Grade Edge Insulation 1t--0,0, 197.0(p)[I c. N/A b, N'A C. N"'A 14. Hot Vjj&systems 9. W:111 Types a. Eledric csislajice Cap:50.0 gallons i. VrItill'..Wood,V� P 1 1 1023.0 11' EF:0.86 6. hrijllc, Wood,Z,d,,aculfl 358.0 fl= L). N/A c. NIA d. N,'A c. Conservation credits c. (HR-Beat recovery,Solar 10. Ceiling types Dlil)-Dedicated heat pump) a. Under Attic R=30.0, 1505.0 f12 15. HVAC credits 1). Under Attic R=19.0, 122.0 f12 (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. DLIcAS PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage SUP.R-6.0, 1.0 ft RB-Attic radiant barrier, Nil, My-C-Multizone cooling, MZ-11-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 PASS Total base points: 23804.00 I hereby certify that the plans and specifications covered Review of the plans and '111E Sr4 n are in compliance with he Florida specific' ns covered by this 0 by this calculation 0 Eneq), Code. I calculati'71 indicates compliance PREPARED BY:_ with the Florida Energy ode. Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 1 553.908 1,1,c0 WrE compliance with the Florida Energy Code. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugeO (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116A INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugeS DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details LADDRESS: , , . PERMIT#: BASE AS-BUILT Summer Base Points: 19739.9 Summer As-Built Points: 14817.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14817.5 1.000 1.047 0.341 1.000 5294.9 19739.9 0.3573 7053.1 14817.5 1.00 1.047 0.341 1.000 5294.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 I`=0 RM'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 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adaicent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 6073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2060.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1763.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10798.6 Winter As-Built Points: 11975.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11975.1 1.000 1.064 0.474 1.000 6034.5 10798.6 0.5340 5766.5 11975.1 1.00 1.064 0.474 1.000 6034.5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- S/N 11786 1 NameofRoom BTH2 NOOK / KIT DIN I Running Ft.Exposed Wall 6.0 Ft. 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 ,e 0.0 Ft, 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft Condit,Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool TYPE OF CST LITM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Rig I Clg Length Htg Clg Length Htg Clg Length Hill Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 4B w+«r +rw+ 100 rrww r►wr 100 wrww rwwr arr arw Exposed b 14B 5.8 2.2 0 rwww r«rw 0 wrar r►ww 0 «rrw w►►► wwa r►ww Walls and c 12H 2.4 1.4 0 wrww rrrw 0 ►rww rr►r 0 rrrw wr►r rwrr rrww Partitions d 13C 1.4 1.3 0 wrr► w►wr 0 rwww www► 180 rwrr w►►r rrrr rrrr e 13H 1.1 0.8 0 *»rr +►►► 0 arw► srrs 0 w+►► rwrr wrrr rrr► f 0.0 0.0 0 wwww rr++ 0 wrrr sssw 0 +wrw s«sw ws»r r►s► 6 Windows and a 11 36.2 ** 5 191 **•* 20 765 ••`* 0 0 •••* '•'* Glass Doors b 8F 38.2 ** 0 **** 0 0 **** 36 1377 **** •*•* Heating c 9H 22.0 *• 0 0 *•** 0 0 *•" 0 0 •*" '•'* d 7L 26.0 ** 0 0 **'* 0 0 ■*'* 0 0 7 Windows and North 16.0 0 **** 0 0 """ 0 0 **** 0 **"• Glass Doors NE/NW 33.0 0 **** 0 0 •••* 0 0 **** 0 *'•• Cooling EAV 46.0 0 **** 0 0 ""• 0 0 *••• 0 "'** SE/SW 40.0 .5 *•** 200 20 '*'* 800 36 •*** 1440 •*+* South 0.0 0 +wwr 0 0 ►wrr 0 0 rrrr 0 rws► Horz 0.0 () ««wr 0 0 WwWW 0 0 rrww 0 rsrw 8 Other doors a 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 160 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 1u Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 Sublot Btuh Loss=6+8..+11+12 +««w 929 wwY+ awwr 2936 r►w« wYww 5349 •*`* •*" "** 14 Duct Btuh Loss 5% 46 •*** 5°/ 147 wrwr 5% 267 wr►r % wwww 15 Total Btuh Loss=13+14 +w+« 975 ra►r r►►► 3083 srrr sr»r 5616 s►ww w»►► rrrr 16 Int.Gains: People @ 300 0 **ww 0 0 rrwr 0 0 rrwr 0 rrrs Appl. Q 1200 0 *"' 0 1 ""' 1200 0 **** 0 17 SubtotRSH Gain=7+8.+12+16 rrww ww+« 420 `*"* `*" 2697 "**• rwwr 2529 18 Duct Btuh Gain 10% *'*' 42 10% "'** 270 10% •`•` 253 0/ ►srr 19 Total RSH Gain=(17+18)*PLF 1.00 wwwr 462 1.00 "'"' 2967 1.00 `"** 2782 rwrr 20 CFM Air Required **** 31 26 **•• 98 168 •'*' 178 157 " ** Printout certified by ACCA to Meet all requirements of Manual J Form 9 Lo L o .-.- CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: ! 20-03 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. E RIC AL FIRM: MASTER E URE: OWNERS NAME: Al e&v7✓-fF_-ADDRE .S�~ 7-s, FD BOX BLDG. SIZE />Gr?aE BETWEEN: RES APT.( } COMM.( ) PUBLIC( ) INDUS.( ) NEVP4 OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP)- 4-"SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR CONDUCTOR SIZE A S: pro COPPER ALUM. FEES SWITCH OR BREAKER ICYV AMPS PH 3 W kT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO-NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5/2012002 HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Oct 14 2003 7:42am Last Transaction D-= TimeTwe Identification Duration Pales Etault Oct 14 7:41am Fax Sent 96657372 0:59 2 OK $yL`J. r CITY OF ATLANTIC BEACH BIT BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: Job Address: D) -':57_ / /—"-C- . 3Z Owner of Property: Kao)DU &A 1&Ut�� Address: 2-9 (?Lyl ']- Telephone 7Vy—c7y-2 Legal Description: Block Number: t'p Lot Number:��Zoning District: Contractor: State License Number: C l3C 05$736�j Contractor's cAddress: �Z�- bzyYl Telephone _C 33 3 53=? 'rax: 7Vu-67Y7 Describe proposed use and work to be done: Dl211nA-) &&f� Present use of land or building(s): Valuation of proposed construction: /Zo Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Willtt is,�PProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? LJ'NO. , Applicant certifies that.no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 0. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of-permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in,issuance ofpermit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this.application.) The Department of Public Works'is located at: 120,0 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application,Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 http://www.cLatlantic-beach.fl.us Page I Revised 1/14/03 'a)addition to construction and engineering detail.Plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict al]required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 3. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. if required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks,.patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. b. Other information as may be appropriate for individual applications. 1 hereby certify that all info7t, ovided with this application is correct. Signature of owner: Date: - ZZ 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances goveming this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans.and supporting data have been or shall be provided as required Signature ofContractor: '-"'-�---- Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 161 kj'Lyu W • ISFIU )rj— H— Mailing Address: 9U,9 Telephone: —6W7 Fax: 96Y-7YY-67 -7 E-Mail: goV-333 -4<535 (n r4-cc AS TO OWNER: Sworn to and subscribed before me this day of ` v l 200 State of Florida,County of DuvP`S SHELp//��i,, \\ 0 �......��•r/ /// �u ��sSss,? A�•/%/ 'Votary's Signature: -- ig`tJ� O�S�Ni Personally known #DD 0315N8 QH.: �roduced identification dde�; . Type of identification produced C om L AS TO CONTRACTOR: Sworn to and subscribed before me this day of .2003 State of Florida,County of Duvkh`� \S.SHELQ/o,e/ ti O.. e\ Q . O\Sslo/v 1, Q5 18 18 20sA9�'� Siotary's Signature: z-t #DD 031548 �'� Personally known rpyo%�,p�aeemer.`e. Qj�` roduced identification /,�,off•.•• �u�a,o oFFI��.� Type of identification produced �1 l �71il. 11/t fS NI t\�`��4 866 eminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 __ - Revised 1114/03 Schlueter, Jennifer From: Showman, Lisa Sent: Wednesday, September 03, 2003 3:58 PM To: Schlueter, Jennifer Subject: 955 Main Street (03-26748) FYI --Approved by PW and PU. a-4 C,3-0-3 DEPARTMENT OF PUBLIC WORKS j J rJ` 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ysl. TELEPHONE:(904)247-5834 FAX:(904)247-5843 --+ * SUNCOM: 852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # ;J _ `1 L j Applicant: r) c'j`-) 1{1 Address: I s'l 3+ - Project: C"'\,.j }� Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: NJ a Please submit these requirements to the Public Utilities 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. CSiature ed by onna Kaluzniak, Public Utilities Director Date -27--0 Contractor Notified Date 0,11 A3 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ,f �d J iy i 'a Date: I Address `/S-, - 8AIA) ST; GJ S f'2- Heated 2Heated Square Footage l Y f Y @$ per sq ft= $ 206 Y-'( .Garage,/ Shed @ $ 3 `1 per sq ft= $ 17 20 f Carport orch 6_�> cF @$ a per sq ft= $ / Deck @$ per sq ft= $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation Ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: L ( TOTAL BUILDING FEE $ ZONING: R6 - + '/z Filing Fee $ FLOOD ZONE: �_ (j ) Fireplaces @$35.00 $ S s._ IMPERVIOUS SURFACE:�> t rt3 �► Zd r r{ - �_yo. BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 8 °`� SEWER IMPACT FEE $ i 2 3-0 WATER METER/TAP $ CAPITAL IMPROVEMENT$ 2 S SEWER TAP $ 1 -0 1 rfQSL 6r e5/3,5 — C Qq&� RADON HRS .0050 $ SECTION H PAVING 6—d ) $ 75-0 CROSS CONNECTION $ 3 STVV3) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS const[climate zone and correct jurisdiction? (FSC 13-600) Yes -""No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes ✓No N/A 3. Is the"R"value between common walls shown? AND DETAIL-(FBC 104.2.1) Yes ✓No N/A (FBC 13-602.1.ABC.1.1) E✓ i � 4. Is the"R"value for added insulation on exterior walls shown? Yes 4.1'No N/A PLANS EXAMINER: < (- / DATE: 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes V o N/A rt 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes t/No NIA OWNER: C .9t N > � NF fT JOB ADDRESS:tf� ! t 00-(A 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes No N/A✓ CONTRACTOR: PHONE NUMBER: B. White Roof Credit (FBC 13-607.1.A,5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A „y (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes /J Io N/A I. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes-y No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes-,-,No N/A in an"A"or"V"zone? Yes No N/A 3. Are all elevation changes in slab shown? Yea ,No NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes✓No N/A 5. Is property in a flood way? Yes No N/A S. Is slab reinforcement shown? Yes '-"No NIA 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? Yes-,"'No N/A B. Fibermesh reinforcement? Yes v"'No NIA 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes -,No N/A it. Structure Code Compliance: 7. is minimum slab on grade thickness shown?(FBC 1909.1) Yes L No N/A L Are plans sealed by architect or engineer? Yes -No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes 6^o N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes ti'No NIA 3. Is exposure category shown? (FBC 1606.1.8) Yes 1,-`No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes✓No N/A (FBC 1805.1) Yes No N/A t/ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes"" No NIA 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes t/No NIA 1. Is finished grade shown? Yes c, No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yeses No N/A stories and allowable area? Yes --"No N/A A. Minimum 8"above adjacent grade? Yes_J No N/A 8. Does structure meet Fre Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes s.-'No N/A for structural elements? Yes .^�'o N/A 9. Are plans designed per SSTD 10-99? Yes ONIs O N/A v Base flood elevation? Yes v'No NIA 3. s minimum footing depth beneath finished grade shown? Yea "o N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes✓F!o N/A Construction in High Wind Areas'"? Yes No N/A✓ 6. Is vertical reinforcement shown? Yes No NIA A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior faring shown? Yes No N/A High Wind Areas? Yes ''�No N/A C. Is exterior wall insulation shown? Yes No N/A v A. Are all appropriate charts and tables shown? Yes ✓No N/A D. Is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes -,No N/A S. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction ✓ A. Is stud size,spacing,grade and lumber species shown? Yes �No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No NIA J B, Is exterior sheathing(type and thickness)shown? Yes✓ l�to N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and g) ✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A g eq spacing)shown? Yes No NIA (FBC Table 2306.1) D. Is exterior wall finish shown? Yes ',No N/A 15. Does bedroom open directly into garage? Yes No "N/A E. Is interior wail finish shown? Yes %./No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes "No N/A grade shown? (FBC 2304.2.5) Yes./No N/A G. Are shear wall segments shown? Yes✓No N/A 17. Is Designer's name and address shown on plans? Yes ,/No N/A A. Type of hold-downs shown? Yes ✓No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 / 9. Are ceiling heights shown? (FBC 1202.2) Yes u,-"No N/A and FBC 1012,1.5? Yes +/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No N/A 19. Are habitable rooms shown with the minimum light and ventilation ]L Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yes /No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes �No N(A f wind load requirements for components and cladding per FBC 1606? Yes`/ o N/A B. Are conventional flame rafters used? Yes No_-"'N/A 21. Does floor plan show fireplace? Yes No N/A I. Rafter size shown? Yes No N/A"' 22. Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes No N/A✓ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A 3. Grade of lumber shown? Yes No N/A _/ B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A✓ C. Type of roof sheeting shown? Yes✓J Io N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A 1. Thickness of roof sheeting shown? Yes No N/A D. Are required landing shown? (FBC]007.4)? Yes No N/A a/ 2. Grade of roof sheeting shown? Yes,/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes t/NO N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A D. Weight of Dry-In felt shown? Yeso N/A 24. If required,are tenant separations shown? Yes No N/A !� E. Type of roof cover shown? Yes V No NIA A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? / B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓ No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A 2. Attachment of the roof shown? Yes No N/A✓r A. Are column type,size and anchorage shown? Yes No N/A v'- (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A f 3. Other roof covering and attachments shown? Yes. No N/A 26. Are all lintel and beam details shown? Yes No N/A ✓ F. Length of roof overhang shown? Yes v>o N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes-'No N/A H. Attic ventilation shown? Yes r/No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓ N/A 1. Are engineered truss plans provided showing loads,uplifts and 1. Type and ag uee of eave metal shown? Yes vTao N!A required connections? Yes V/No NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes A. N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A fy application? Yes No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes -✓No N/A species,grade of lumber,span and connections? Yes No N/A✓� 3. Are all door and window sizes shown? Yes V No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes;/�No N/A oflumber? Yes No N/A;/ 6. Are all vertical reinforcements shown? Yes-/No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes o N/A pattern? Yeso N/A 8. Are all hold-downs and hurricane anchorages shown? Yes�f�o N/A 9. Is required attic access shown? Yes �o N/A 10. Are all plumbing fixtures shown? Yes.✓No N/A VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes-, No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes,jJdo N/A uplifts and connections? Yes No N/A J A. is air handler and condensor location shown? Yes-;. , o N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes ✓✓No N/A grade of lumber and connections? Yes No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes/No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A,'-' Have a 29"net clear door opening and handicap accessible route? (FBC 11-1l) Yes IN. N/A Cc: CITY OF ATLANTIC BEACH D. Ford Js BUILDING / ZONING DEPARTMENT Higgins tJ 800 Seminole Road S. Doerr r' Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax --rJ b319' PLAN REVIEW COMMENTS Permit Application 41 LJ Property Address: Y"'n(L (� � Applicant: e z of Project: This permit permit application has been: �JApproved Reviewed and the following items need attention: Please re-submit your ap ication when thoo items have been completed. Reviewed By: Date: D . DEPARTMENT OF PUBLIC WORKS lF . 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 S TELEPHONE:(904)247-5834 FAX: (904)247-5843 SUNCOM:852-5834 http:!/ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: Address: -main S4- Project: 0") 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: Putting up a wood fence in thp hark and sodding on the sides AFTER rontru . .ion is NOT erosion contrc)T7Must pIt _ silt fen around h whole pro y, mainly alons h street side, and keep en r nc� anel they str1eaned daily, 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 Robert S. Kosoy, P.E., Director of Public Works Date iE� Z"7 Signature Contractor Notified Date & e • el Q3 rl y1r`J J s ss1 ..fit,.-.,_.......:.�.�1 ' CITY OF ATLANTIC BEACH •.��iS'i9a BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) LT Date: Job Address: S( A� T C )P__ Owner of Property: DV Address: �a 3 Z�'ZT/ Telephone._�f Y--(57 V_ Legal Description: Block Number: Lot Number:�_Zoning District: A Contractor: auZjtj (4j, State License Number: C(3 C 05$36 Contractor's Address: � Z�-�C`rtSF,/��'1�, l�f Uf. -�1�41�, 3=7-) czz 7� 7 Telephone:_C�c-C�. 33 S 3 S Fax: Describe proposed use and work to be done: A)�z 1.0 Present use of land or building(s): `�— Valuation of proposed construction: _ f Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will�tthis,�PProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? vor Applicant certifies that-no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ENO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps andyrovide all information as annrouriate. Incomplete applications may result in delay in-,issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required (If not required,written verification must be provided with this application.) The Department of Public Works'is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.stlantic-beacb.fl.us Page 1 Revised 1114/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. if required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information ovided with this application is correct. **�� Signature of owner: Date: 5" G�Z 1 hereby certify that l have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans.and supporting data have been or shall be provided as required Signature of Contractor: / �1. Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 16ur—Ai W Mailing Address: 7 2-// LT� /:7— 2277 Telephone: Fax: �Q y�� d 7 E-Mail: bV-333 - 535 c_re-cc AS TO OWNER: �^ Sworn to and subscribed before me this day of t _ ` 20 State of Florida,County of Duva,xv,-\S SHELp/��/ii, f °°MtSSIoNF /moo°A°5�t8,2A9 �lotary sSignature: -� - �gQJ DU,Ni + *' �'• '* Personally known #DD 031548 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,2003 State of Florida,County of DuvnF�S;SHELP,y��,i/�� NN • _Iotary's Signature: * #DD 031548.r 15 N * ] Personally known '';" ?, h•4� roduced identification L1r1\y1 , �y t 1I I y�••,�dyPOnded?t,N . •�� . Y pODhCufder;'. "� /,j ,oU•».,,,,,.. oF�`.�`�. Type of identification produced � 8PUZO'em1nole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.el.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH co. Ford t BUILDING / ZONING DEPARTMENT SS. Higgins f800 Seminole Road . Doerr Atlantic Beach,Florida 32233 (904)247-5800 Js31' (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: C VIA DOIrq'-- Project: '�`� This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH ^ ,? FLOOD PLAIN DEVELOPMENT INFORMATION Location: IMFA) 57— Type of Development: Flood Zone: _! x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: Department Use: Required 1Qwest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Jv p1 i N CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST APPLICATION CHECKLIST/REQUIRED SUBMITTALS _1. Building Application Form Four complete sets of plans including detailed site plan V 3. Recent survey 4. Owner/Builder Affidavit (required when owner acts as contractor) ^A6. Energy Sheets . Recorded Notice of Commencement 7. Tree Removal Application if trees are to be removed or relocated A-10 T✓Zc��5 SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (This is different from other jurisdictions): framing, rough electric, mechanical and plumbing 5. Insulation 6. Final Inspection (includes drainage, trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE'POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 0 Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us Revised 1/17/03 Map Output Page 1 of 1 JAXGIS Property Information W-W 10t51'l t02M U99 Ion � I � 9455 10.54 i4t.# 9495 ti1G2A7 4� 9" 146Q_92 1020 9T9 ti 9T5 'b T00�3 U2.17934 _ ST12 _.,_-Ief.!r2 WSW 1018 � � 965 10-34 comer __ICC-" ash 170957 0000 996 toe,�rs _ 102:3r 94S 0" + _ oz u lot xt 935 974 tcitlls _ 9 + 923'S _ MAW! '02S 154 x031012 __ IL17 10i1iB Copyrjp hi 4C)20M C Ky of Jaal®onvillq,FI 431 a E# Name Address Total Acres Plat Map Legal Descriptions Flood Zone LandUse Zoning EJVT Value Book Panel 18-34 38-2S- 1709570000 BENNETT AIN 17800 0.12 0161 556A2 8E .11 Not in Flood KEVIN 2233 ATLANTIC BEACH SEC H Zone LOT 1 BLK 161 http://maps.coj.neVWEBSITE/DuvalMAps/toolbar.asp 8/26/2003 Duval County Property Appraiser-Parcel Summary Page 1 of 2 PARC"I'llINFORMATION Owner's Name: BENNETT, KEVIN Real Estate Number: 170957 0000 Property Address: MAIN ST Mailing Address: 4429 JIGGERMAST AV City: ATLANTIC BEACH JACKSONVILLE, FL Zip: 32233 Zip: 32277-1052 Unit Number: PARCEL DESCRIPTION Property Use:0000 VACANT RES Sale Date: 10/25/2002 Legal Description: 18-34 38-2S-28E .11 Sale Price: $21,000.00 ATLANTIC BEACH SEC H LOT 1 BLK 161 - Neighborhood: 003119 ATL BCH SEC H(SFR ATCH) Section/Township/Range: 17-2S-2 INo. Buildings: 0 Offical Record Book and Page: 10757-2039 Heated Area: 0 Map Panei: 556A2 Exterior Wail: VALUES AND TAXES FROM 2002 CERTIFIED TAX ROLL Land Value: $0.00 Taxing Authority: USD3 Class Value: $0.00 County Tax: $0.00 Improvements: $0.00 School Tax: $0.00 Market Value: $0.00 District Tax: $0.00 Assesed Value: $0.00 Other Tax: $0.00 Exempt Value: $0.00 Voted Tax: $0.00 Taxable Value: $0.00 Sr. Exempt: $0.00 Sr.Taxable: $0.00 Total Tax: $0.00 Printable Version 2003 Proposed Value I Additional Links: http://pawww.coj.net/pub/property/RENO.asp?RENUM=170957+0000 8/26/2003 d , ► - # 20023224 Boo • 10762 Page: 1 114 Filed Td, FLA.FLA.1977 LAWS t1J1c3420Q X32:04:31 N rs JIM FULLER CLERK CJCUIT COU I r� �} 01111111 } ( [ O (�p� i 1 p T i f DUVAL "UNTY N O L�- C LJ C V 1!�111 ell C C��1 L e/! L TRUST FUND 0; (Prepare in Duplicate) To w110v1 It tnny ton:trn: The undersi ncd hereby infom:.s all concerned that improvements will be made to certain real property, N and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE W N OF COMMENCEh1ENT. a 14 Description of property .... .( �............ :..L.�1� •.....a6C `-.H......................•.....................•.. a ,�¢.7Z. � .t .....� 1- . .,.• .f ........' � :� ....................... octa-00 44 0 ...............................................,...,............................................................................................................. goo 107E fiI . . .rnent..... r.... ...ti.rlY'.... ...... .......................................... -t-Recorded General description of improvements ..!�,�.17.tz_ .....� 1�: ..........................................................11113/20022 0204:31 PM JIM FULLERi ............. ... ,......,................ ..................,,......•..........,.............,..........................•..... TY CLi ftK C I RCl1I T CO T Owner.• .i.?�a�. .... .•..�a'i�/� 1� 1.4:.. ...................•................. ...................R 00ING... 5.00 Address .1... ?C.. :.,. —:..,•... 1.00 Owner's interest in site of the improvenr:;at .......&:.,r't. ,........................................I..........I........ Fee Simple Title holder(if other than ov-,ner) Name........ ..•.•....... . ................... .............:.........i.....,.......•.......,,........ ................................................... ,...... ..... Address ................ Contractor Address .: •��.�..-7�t.-�?..67fZ '<.?�. r �1 ... 1�,�r?4u ..- l I .t..( .... :...: "7............................... Surety(if any) ...•...................................................................:.........••.........•......................•...•..................................... Address ......................................................................••..•..............................•....•. Amount of bond S ....................... Any person making a loan for the construction improvements: Name.......•......•....•.................................................•....,..,..,...•.•..•..........•.....•.•........................................................•..... Address ....•.......••....................................................................•.....•.,.....•......•..............•........•.......•......•........................ Person within the State of Florida designated by owner upon whom notices or other documents may be served: ' Name....•.......................... ... ....•.......,..................I.—.....•. ....••..... ..•.......................................................I.......... Address .......................................••.•.••....,.......•.•........,.,:.,....•...•........•..,.•.•.•.............•...•.............................................. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statues. (Fill in,at Owner's option). Name .......................•......•...........•.•.............,.........•..•...........,,...........,. ..•.......................•...........•....................... Address ....................................•..••..........,..............•......•.......... •,.........,...,..,.....•....•...............•............•................... This space for recorder's use only Owner / -MAViSM 1R1 BONBON Sworn o and subscribed before me this (. 6y of MY COMMISSION#DD 054907 -'� •�' *' EXPIRES:September 4 2005 ^a ' BMW Thru Notary��Unde writes "/� j 1- RG,h Nota Public �,i