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Permit 591 Main St (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �'L r3i31 Application Number 05-00030448 Date 5/31/05 Property Address . . . . . . 591 MAIN ST Tenant nbr, name . . . . . . INSTALL A/C & A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ QUALITY REMODELING & FRAMING AIR FLOW DESIGNS INC 591 MAIN STREET 5615 ST.AUGUSTINE ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 744-0747 (907) 398-0831 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ti BUILDING OFFICIAL bd4l CITY OF ATLANTIC BEACH ' MECHANICAL PERMIT APPLICATION s ; 0 L 000 7q Y7 Date: Property Address: Sq I (b u 1 n S-T Owner:Q U_ Q� (2e"C(e,1'ty)e)+ -6 4 Kh Vin Telephone #: 94q- 6-74-7 Contractor: i Y' F1 bw �5. SNS Telephone#Ab q-3,1 0 9 3( Contractor Address: tP 1'3 S. AvUta)n jad Fax#:` 0131-ZL(Li 3 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of —good practice listed therein. Type of Heating Fuel: If other construction is being done on this building / or site,list the building permit number: W/Electric ❑ Gas: LP Natural _Central Utility ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Cl Heat Space _Recessed Central —Floor ❑ Air Conditioning: Room ✓central Residential ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration G✓ New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving. Number Units Description Model# Manufacturer Ton's Agency o NAC,5030 Cr r HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units . Description Model# Manufacturer BTU's Agency 1 FPf4 0 6 3 0 CA OACv a3vj ow s j(AV TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us > City of Atlantic Beach CUSTOMER RECEIPT e mer: BORDERS Type: OC Drawer: 1 gate: 5/31/85 80 Receipt no: 58299 4 Description Quantity Amount 2M 3WM BP BUILDING PERMITS LN $79.88 2885 38449 BP BUILDING PERMITS 1.88 $87.88 Tender detail CK CHECK 5597 $156.88 Total tendered $156.88 Total payment $166.88 Trans date 5/31/85 Time: 9:46:42 PERMIT WORKSHEET Certificate of occupancy Job Address: 5 Cl t HA" K3 Type Work: S Property Owner: Phone # G Contractor: Phone # Permit#: Q4- Date Issued: Tree Permit# O - Z Foundation Permit# Demolition Permit# o�— BUILDING ELECTRIC C)N. Z95 MECHANICAL PLUMBING Z93-ff8 Tem .Power# Za52 Footing JEA Release Date Temp. Power Slab �� Letter Rec'd. Underslab Tie Beam Temp Pole# 015-- Lintel JEA Release 15,0 5 Gas Piping Date a� Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Topout Insulation JEA Release OLO -65 Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: City of Atlantic Beach ', ry Building Department er Ctificatf Occupancy e o This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: October 27, 2005 Owner: Kevin W. Bennett Address: 591 Main Street, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 04-29378 DON C.FORD, .B.O Building Official Post in a conspicuous space. V hi Q 1�lti1 Building, Planning & '� Zoning tb Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: D . A � . D f5 Contractor Name: -�'u (.1A_ b:evt o e 4-k Permit #: o4 — aQ-q 5-7b Property Address: FV 6�1 W ` 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: ` Single-Family Residence ❑ Commercial ❑ Other: Low—st Floor Elevation: ci Required As Built The following must be completed before issuing Certi,ftcate of Occupancy: Department Date Notified Date 7z.proved A roved By bo -4-� 1 i 21 �b Fire Dept. ---------- Public Works Z Planning Dept. Building Dept. o l o T_ Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid EO Yes ❑ No f i i ' y f„ 4 I I i I I I TF 1 I I I -4133Y1 Nlk I / i 7/ i -AaNf ELI , I I I I Page 1 of 1 Cunningham, Kerri From: Walker, Chris Sent: Tuesday, October 25, 2005 1:26 PM To: Cunningham, Kerri Subject: RE: Everything is good here. From: Cunningham, Kern Sent: Monday, October 24, 2005 1:57 PM To: Kaluzniak, Donna; Carper, Rick; Walker, Chris; Matthews, Carlene; Nodine, Phil; Deming,James Subject: THE FINAL INSPECTION FOR 591 MAIN ST PASSED W/LARRY 10/21 PERMIT#04-29378 PLEASE DO YOU INSPECTIONS ,THE CONTRACTOR AND CONTACT PERSON IS KEVIN BENNETT HE CAN BE REACHED AT 744 0747 THANKS SHIRLEY 10/25/2005 . � ELI., MAP -SHOWIN6 BOUNDARY ANd `FREE SURVEY OF LOT 1 BLOCK ' 125 ACCORDING TO THE PLAT 'OF !SECTION "W" ATLANTIC, BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CUF RENT PUBLIC RECORDS OF DUVAL COUNTY. rWR10A. caxxzriea ro: XIMIN SMETT. o N W,e4'T d fh STREET fso' RICH, of--WAY) ov CA MN 1 MAk 97.00' (M) RESAR TO MAR &A&V [_B.3�tte C aSrdrs -- ..... w r 4 CAMPHOR N OAK •OAK 14lf�:CQIP Jam. • l Z- 1.6 3rN • DAY 4w SWEET fill 3- o rTRCC MYRTLE • BAY B• Y r. DAY SM�kT �10 61AY CUM %OAX �• J a. KAY V AC A N T 2-6 o L 0 T r K it .tt LOT 1 oAlt OAK o -�► w 9• BLOCK 125 x ° �• AY 6" Oa.AK OAK OA w1' o K� *OAK 2tT114-A MR 10.00'�fM) .!/�" '•AR /0.2.A0 (R) (( Rs►'S N N LOT 2. BLOCK 125 1 419 LOTOAK Jia W61!) ()&i La"�-r To P-)V, Etrovirf) .... yo QVIX 1.MW ARE SHORN IVOR 1148 V 2.THC PROPERTY 040M HEREON UES MATWN FLOOD ZOW _I AS PEST 4 DEW-%00 FRCH MKA. FLOW MAPS PANEL NQD amaj- 7-ij , r SSOCIATED SURVEYORS INC, s.A+rS IS A swmx :91►RVEY ONLY. THE EXIENT Oi lllpii nQuo FoDf` '" .�... ..YiidOft�lf490L..1.__ Wfi_• c _IYD1114 5t1t1lEY:i PIPES ANR 111114 Me 1t auv uA• ••••••••,,.• Page 1 of 1 Cunningham, Kerri From: Cunningham, Kerri Sent: Monday, October 24, 2005 1:57 PM To: Kaluzniak, Donna; Carper, Rick; Walker, Chris; Matthews, Carlene; Nodine, Phil; Deming, James THE FINAL INSPECTION FOR 591 MAIN ST PASSED W/LARRY 10/21 PERMIT#04-29378 PLEASE DO YOU INSPECTIONS ,THE CONTRACTOR AND CONTACT PERSON IS KEVIN BENNETT HE CAN BE REACHED AT 744 0747 THANKS SHIRLEY 10/24/2005 MAP SHOWING BOUNDARY AND TREE SURVEY OF LOT 1 BLOCK 125 ACCORDING TO THE PLAT OF SECTCON "'N" ATLANTEC REACK AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: BEN C. WEISE, GISELA ALBUQUERQUE, STEWART TITLE GUARANTY COMPANY, WATSON & OSBORNE TITLE SERVICES, INC. , AND AMNET MORTGAGE, INC. , D/B/A/ AMERICAN MORTGAGE NETWORK OF FLORIDA 0 N If V WES T 6th S TREET X50' RICHT—Of WAY) 10.2.00' (j?) 102.00' (M) 1/2'REBAR 97.00' (M) REBAR TO REBAR 1/2REBAR CA rCH REF.COR. ASSOC.SUR. BASIN L.B.5488 L.B.5488 cp 1/2 REBAR REF.COR. N �0 L.B.5488 N; N: .21.8' co ........d....�...... °1°' 2.6 .1' . 30.6' m � ' 4 COVD 1 1' CONC. 1 STORY FRAME & COQUINA RESIDENCE N Ikl% m W/1.5'EAVESW NO.591 NC. FINISH FLOOR 9.5' Cc ° 9.8' FUN- O o COVD. o oCONC. 1,6 29.7' WOOD 21.8' aCONC, o ui UTILITY 1�N1 0 PAD 12.0 a: 89 OU 9p LOT 1 �: A�3 /4 REBAR ou BLOCK 125 09 1.50' N. 1.16' E. 1/2" Tzz — _ O r° —° ° El-0-11-0-0 2—� �112'REBAR 2.4- TEMPORARY ASSOC.SUR. POWER 2.9 I L.B.5488 POLES 102.00' (M) I 3/8 REBAR �D 102.00' (R) 0.81' s. N N LOT 2, BLOCK 125 0.19, w. 00 J0 J m ELEVATIONS SHOWN ARE BASED ON NGVD '29 REF. JOB. NO. 42461 d E Y 0 � GII;NERAL NOTES: 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST INC. ETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATED 04-17-1989, ASSOCIATED SURVEYORS 3. 0 THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SUR Y. a S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, J O CERTIFICATE OF AUTHORIZATION NO. LB 0005488 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. S S y THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENIVASIBIRE IATfION3 DIRECT SUPERVISION AND M ETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SU Y!VG PURSU NTT CHAPTER "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY E.B.=ELECTRIC BOX 61G17- , FLORIDA ADMINI AT N DE, APT 472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X = CROSS CUT OR DRILL HOLE (C) = COMPUTED DATA R/W= RIGHT OF WAY DING TIE CH LE B. HATCHER LORIDA CERTIFI TE NO, 3771 (R) = RECORD (M) = MEASURED AC CONC.=AIR OCONDITONERNCRETE B(E.T.)BUILEAVE TIE R. =RADIUS L. = ARC LENGTH � CHA LES L. STARLING FLORIDA CERTIF ATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER �= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA. CERTI KATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT - = GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH = CHORD JOB NO. 47361 DATE 10-17-2005 B.R.L. =BUILDING RESTRICTION LINE I X—X CHAIN LINK FENCE BTN. = BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE -0-0-WOOD FENCE SCALE: 1" = 20' DRAFTER T.L.H., C.W.P. J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER y IT URVEY OF REE 5 lgA�►P ' HC�Wii�G E3CylJ'N��� FLAT OF a 'LOT 1 a BLOCK ' 125 AC RQ1NG TO E y� a� aefl ATUTAN U EC . BEACH 34 OF THE CUf~RENT' AS RECQRQED IN PLA BOOK t 8 PAGES ,, .{ PUBLIGtECORDS OF D3�7 Y. FL4R10A. ft P�,e:RTIFIED TOt `t1-,Q` .. OI�PSFt�- KF;VIN BENNE , 14OWSAL �. rf �Q f�G'" f��cA Ita;�zo,= 3 zo c.K 3 X 55 'X t Z 251 T h WE$J4 Hr o REST ter. ?a'x ioZ' � ►4U I .'IV t d'40 u to?.44 f?"R£B.4 ♦ ♦ 87,oa' (►�� R �To REaAR as 5 a car fa k ,, 4' N' ClYist� aAK �`Z6 t/?97f�. �`r<9� + 4 � '� �" BAY � • �d , 1OAK $ REBf ClOsR, fi, i. Q �. P„ SAY rtry� W j° 'O M1�nh r.3a � Gt 11 SYY��Y SWEET r bYBTlir GUI ..� - .`` ._1AYRAE T E. Bloo AY µ�/7p r TWEE t i EE r, tzY _ � BAY ^ ra K ^© .- ;' tw AY M a V .A C A fl , �! �c 18' 19 d't,• . 4 '� s a- g LOTf. '� o• '� ' 4 ; i1 AK 7• ` .', �: „ . r, BLOCK 2 � �s �`�� • • 5 OAK OAK x. AY M �w ticl 0 15 � �Or.K /4'RFBAR P jum sr L 'SA � ,� ,.�•i►�..r\ ':"�aZJ�+•�'• .�Jr. w�.�4'�F+i �'Si: Q`(a•s �♦ �./��'/�A/�. 24• I t 8.5488 . �. 102 40 I r�AA tt}4 y 1•° V M•�l•♦7• c �. TI Q A lyOT>` 2 8t,0 CY r 7,_ iy.7vtai, x of • 7 3 �� t + t 5' "♦ �ti' 1?i{, A + 1 n .� b 1'_. _ 1r • •7"' R :''fYY,��:��i.(�!�G, T'��f�[x v +C ��� `'YYF�y '/� !•;.,� ~ �' yi r,(tu,.j'tmRrR' M ..i. +i" !" . vt.�j�jxd�tl}I�,�`d^i"4Ye � '5NG1W F ( S:SUKVEY. A5 9ES� "Y-0. ! ° �`' `"' �''T�NEaPR ERN SHONM NF-MWUES V¢tTWli FLOOD Zo •� ��-ti9 , •,�„� Y `' rStS ApRFACON U� lY PANELWS OF u�iruEncRotrtm 35001 p'.�:SVEY©�.tiA tt C �•,.' f�.�+_- .. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028933 Date 8/26/04 Property Address . . . . . . 591 MAIN ST Tenant nbr, name . . . . . . TREE REMOVAL PERMIT Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 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 . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/26/04 Valuation . . . . 0 Expiration Date . . 2/23/05 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED FOR THE REMOVAL OF A 1511OAK, 611OAK, 4"BAY FROM THE EXTERIOR, AND A 5" OAK, 2-6" OAKS, AND 1-6" BAY, 7" OAK, 10"BAY, AND 18 " OAK FROM THE INTERIOR WITH A CORRECTION TO THE 10" BAY THAT SHOULD BE 23 " OF BAY TO BE MITIGATED WITH 1-5" OAK AND 1-4" OAK WITH 2-2 " OAKS ADDITIONAL IN THE EXTERIOR ZONE AND 1-5" SWEET GUM. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUILDING OFFICIAL Map Output Page 1 of 1 JAXGIS Property Information t 703 662 )g 634 r{ 747 �i 8 632 !S x a6 i s8 15 � f 8 6tt 635 `� 45.90 431 45.65 609 630 II ``'" 618 - ;I 45.90 45.66 45.90 45.96tj 1 g 603 604 j j 604 632 ii !t $ { 601 * 642 $ 601 602 ��, it I _.._. _...._.. - ..1 100.75 95.70 100 102. I1 J a 59, taz 592 'i 1709019 1000 9 $ f; 'I' g 45.45 5$9 45.33 45.45 . . 4533 a 'i€ 182 $ 580 f 571 9 I t' t 100 .102 ' f a 569 494 391 ss4 g tea 250 J I 45,15 45.39 100 � 511 f S 102 4" 45A5 509 45.42 g ..102 .. tar- 410 fii, 381 547 45A5 45AS 102 102 545 $ 3911 it i! 102 lea 453 1S 380 ((� 371 if f 480 ffi 8 451 ars 1 361 g431 356 E1 $ 464 Copyrig ht 4C)2002 C Ky of Jimhumvilk,Fl I!i 429 i i dTotal let - od E# Name Address Value 'Acres ook Panel 0981 Descriptions one LandUse ZoningNT BENNETT 10TI 8-34 17-2S-29E of in 170901 000 KEVIN 8035 .1700000017 125 58A3 EC H ATLANTIC BEACH Flood Zone 2233 BLK 125 http://maps.coj.net/WEBSITE/DuvalMAps/toolbar.asp 8/26/2004 Page 1 of 1 Schlueter, Jennifer From: Lehman, Amber[alehman@unf.edu] Sent: Thursday, August 26, 2004 11:50 AM To: Schlueter, Jennifer Subject: Tree Removal Permits Hi Jen, Could you please issue the following two tree removal permits? A. Tree Removal Applications: 1. 375 10d` Street: Board Member Carroll made a motion to instruct building official to issue a tree removal permit to remove 23 inches of elm and 8 inches of live oak to be mitigated on site with a 4 inch oak, an 11.5 inch oak. And also to remove three 12 inch palms, and one 13 inch palm that do not require mitigation. If mitigation is not complete he will be required to pay the tree fund. 2. Lot 1, Block 125 Section H: A motion was made by Board Member Green, seconded by Board Member Carroll, and unanimously carried to instruct the Building Official to issue a permit for the removal of a 15 inch oak, 6 inch oak, 4 inch bay from the exterior, and 5 inch oak, 2 six inch oak, one 6 inch bay, 7 inch oak, 10 inch bay, 18 inch oak from the interior with a correction to the 10 inch bay that should be 23 inches of bay to be mitigated with a one 5 inch oak and, one 4 inch oak,one 4 inch oak with two 2 inch oaks additional in the exterior zone and one 5 inch sweet gum. Thank you so much. Amber 8/26/2004 CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD j. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029522 Date 1/11/05 Property Address . . . . . . 591 MAIN ST Tenant nbr, name . . . . . . TEMP POLE/TP01/60AMP, IPH Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BENNETT, KEVIN SCHUMAN ELECTRIC INC. 4429 JIGGERMAST AVE P . 0 . BOX 48171 JACKSONVILLE FL 32277 JACKSONVILLE FL 32247 (904) 744-0747 (904) 737-4040 ------------------- - -------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 s 4 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. BUILD -OF CIA '_ f C CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 1110 Jos— Property Address: 5 / f (� p,, 1 S�- - 70 ( Owner. K�1 t3 Telephone#: 7W-67Y7 Contractor: C ttu&. rer!Z� Telephone#: 39Q, - 1f/ Y0 Contractor Address: ����-,rnc HI 1 -71 (1-", _ 3--29?Fax#: 35 CQ - c(f 0 C/ In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice fisted therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence Temp. PoCE New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase P� numb�buiiding ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or i~ RACE Breaker AMPS PH [ W ?j VOLT pZ yj WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO, SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 Atrs OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign .�- Miscellaneous t�lf►� +��r*�J% f��� �0 S��-- 800 Seminole Roa antic Be h,Florida 32233-5445 Phone: (904)247-5800• Fax(JM4)247-5845• http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 04-00029378 Date 4/27/05 Property Address . . . . . . 591 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484 RN/1934 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 133962 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 12 NEW FIXTURES Sub Contractor GLASS PLUMBING Permit Fee . . . . 119 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 119 . 00 119 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODESA IL BUILDING OFFICIAL Apr 26 05 11 : 52a Glass Plumbing Inc 904 745 9012 � - pp. 1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: `-� ✓ Property Address: ' ry-) Owner: �(� �( �u � elephone#• -��u'� Contractor: G !J _.,--r - Telephone#: j` �* Contractor Address: 'Fax#: 7O Q In consideration of permit given for doing the work as desgibed in the above statement,we hereby agree to perform said work in accordance with the attached pians and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. installadon of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ae-.ONcw list the building permit number: ❑ Re-Pipe "1�[�� —d o Number of Fixtures: c Bath.Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains T Washing Machine Lavatory _ Water I Sewer Water Heaters Other Fees Permit Issuing Fee: $35.40 �^�, Total Fixtures: X$7.00 + $35.00= CIA C) 800 Seminole Road.Atlantic beach,Florida 32233-5445 Phone:(904)247-WO• Pax: (904)247-5845. http:llwww.ci.stiantic-beach.R.us MAP SHOWING BOUNDARY AND TREE SURVEY OF LOT 1 BLOCK 125 ACCORDING TO THE PLAT OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. O N II WEST 6th STREET (50' RIGHT—OF—WA Y� 10,2.00' (R) 102.00' (M) 1/2"REBAR1/2 REBAR CATCH REF.COR. 97.00' (M) REBAR TO REBAR ASSOC.SUR. RA SIN L.B.5488 L.B.5488 O 4" 4" 2" ®OAK 1/2 REBAR O �� CAMPHOR OAKS REF.COR. ��� ® 2" 8 g0 B L.B.5488 OAK ® ®6" BAY 3" 2" ^-� BAY SWEET 5" MYRTLE Cp � ® GUMSWEETCN a 2" 5" GUM Q ®MYRTLE 6" TREE 10" ® 14" 7 U I TREE ® BAY 2" 0 ® EE Q 10" ® 6" MYRTLE SMT ` O BAY BAY a O m O v OAK BAY V A C A N T o^O L 0 T OAK 11" OAK OAK LOT 1 ® OAK o Lo U° 6" BLOCK 125 ® 7" s" BAY B®Y 15" OAK OAK OAK OAK 9 " '90015' k� OAK ®OAK WEET 3/4 RE6AR GUM 1.50' N g0 0i9, "/ 1.16' E. 1/2" — -- °�' 0-0— -`OO�° 1 �1/2 REBAR 0.5' ASSOC.SUR. 2.4' 2.4' I L.B.5488 102.00' (M) l 3/8"REBAR 10,2.00' (W) I 0.81' s. N N LOT 2, BLOCK 125 0.19' W. � Y OU JO J m V E Y p Q s AL NOTES; 1. ANGLES ARE SHOWN FOR THIS OSURVEY. JR � 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATED 04-17-1989 ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND do ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O Os S d CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION, I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEpEWADEREVIAVIONS DIRECT SUPERVISION AND MEErS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND S VEY G PURSUAANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5468 P.T. = POINT OF TANGENCY E.B.=ELECTRIC BOX 61G17- LORIDA ADMIN RA NODE, APTE 472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P•C•C• = POINT OF COMPOUND CURVE X = CROSS CUT OR DRILL HOLE (C) = COMPUTED DATA Re= RIGHT OF WAY BY: (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHA ES . HATCHER FLORIDA CERTIF ATE NO. 3771 R. =RADIUS L. = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = SAVE TIE CHARLES L. STARLING 9 FLORIDA CERT ICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER l9,= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT - = GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES CH = CHORD JOB N0. 42461 DATE 08-17-2004 B.R.L =BUILDING RESTRICTION UNE X—X CHAIN LINK FENCE BTN. = BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD W--W WIRE FENCE -0-0-WOOD FENCE SCALE: 1" = 20' DRAFTER 914NX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER CITY OF ATLANTIC BEACH s1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029378 Date 1/20/05 Property Address . . . . . . 591 FMAI,N $T Tenant nbr, name . . . . . . NEW SFR 1484 RN/1934 SCHG Application description . . . S11\1GLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 133962 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 140AMP, 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL N � r �SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =' r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029378 Date 1/06/05 Property Address . . . . . . 591 MAIN ST Tenant nbr, name . . . . . . NEW SFR 1484 RN/1934 SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 133962 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 . . . . 562 . 00 Plan Check Fee 281 . 00 Issue Date . . . . Valuation . . . . 133962 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 . 70 AB CONSTRUCTION SURCHARGE . 96 SECTION H IMPACT FEE 1050 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 450 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 562 . 00 562 . 00 . 00 . 00 Plan Check Total 281 . 00 281 . 00 . 00 . 00 Other Fee Total 3212 . 07 3212 . 07 . 00 . 00 Grand Total 4055 . 07 4055 . 07 . 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. m BUILDING OFFICIAL "CITY OF ATLANTIC`BEACH BIT_LDING PERMIT APtLICATION ) � (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) ' Date: r Job Address:( _ - IN1P{TeU Jt C_d R0* Owner's Name: iEt lyk.) Address: 2.� T=EhE ztZ�l t.�s3'�, t� -•(�4,��( -ate? 7-?Phone: 90 5!!� 2 Legal Description:'Block Number: I ZS Lot Number:T� Zoning District: 2 6- A Contractor '' 7"��.' rL.� L'�j • lstir"-rJ _ State License Number: C O�� (s3' Phone: 96 V-7Y^(L6-7K7 v� City.r r,,,` ,, State: C._ ,,Zi � L77Fax: 5�; D •T r i ..: esciibe proposed use and work�to/be done: Present use of land or building(s): - 20 .fIT L r NO a Valuation of proposed'construction: Is approval of homeowner's Association or other private entity requixed? If yes,please submit with this . application. .,„:Willthis.project involve changes in elevation,site grade or any•use.of fill material or the removal of any trees? L'1 NO.m"—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. (ANO ^ . 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 anDroariate. . 'Incomplete applications may result in delay in'issaance of permit{ `' STEP 1 Verify zoning designation and proper setbacks for*c ed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 964-247-5826. '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 pry-construction or post-construction t:topographical survey or grading plan is required. (If not required,written verification must be provided'with this application.) •F The Department of Public Works is located at:1200 Sandpiper 1,ane,Atlantic Beach,FL 32233 Telephone:(904)247-584 o t:� �ra'ir c STEP 3. Submit Tree'Removal Application if trees are to be removed or relocated ( $MEP 4. '°Please submit Building Permit Application,,Energy-Code Forms;`Notice of Commencement,.owner/Contractor Affidavit if owner is contractor,*and four(4),complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL,32233 Telephone:(904yy)247-5826 • - :.r •.-s..;... ... k! "(��', it:�iS r. a:al.},jSayy....tPi ili;ait;,i :800 Seminole Road Atlantic,$each,jNiorjda32233;5445,1;+; Phone: (904)247-5800 • Fax: (904)247-5845 • bttp://www.cLadantic-beach.fl.us Paget Revised 1/04 5 L r' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: �isCt� Q �• Flood Zone: 1� Required Lowest Floor Elevation: T Pap, �cn���*- ��•�'. 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: C:_ `� Date: Department Use: Required lowest floor elevation: 9 As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 5 MIN. RETURN PHONE # 2 4 4- Q-,q' Book 12039 Page 2010 NOTICE OF COMMENCEMENT State of_ — Tax Folio No. County of to 64 To Whom It May'Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property beinimproved: GbT- ( ; !�(_1<� 1 ZSR sVht-i.� 5= Ste;}� Address of property being improved: ` General P descri tion of im rovementsi P Owner a�I Address: V42L( Acj r.. :93_ X ' Owner's interest in site of the.improvement: R.. Fee Simple Titleholder(if other than owner): Name: Address: Contractor: Address: Phone No: 9n! s= Fax No: 96 V -?YYl-C3 71-7 Surety(if any): LV/,*- Address: --T Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name:— Address: ame:Address_ Phone No: Fax No: 06k: 1 0 Name of person within the State of Florida,other than himself,designated by owner Il' coMrd ei es or other ed e � documents may-be erved: JIM 09/15/2004 04:00:06 PM Name: Address: CLERK CIRCUIT COURT Phone No: Fax No: TRUST FUND f 1.00 In addition to himself,owner designates the following person to receive a copy of the BEEnh ADDING to astprovid{d* Section 713.06(2 ),Florida Statues. (Fill in at Owner's option).. Name.: N , Address: r Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): ` THIS SPACE FOR RECORDER'S USE ONLY OWNER f(!rm • Signed:` - Date: I T Before me this da oi" the County ; of Duval State of lord has ersonall �i ehred :NJ ) ' M.s1lru�wlwAMs y 5 � f ;._ .MY COMMISSION r 00177552 Q r 4 = EXPIRES:January 14,2007 Notary Public at Large,State of Florida,County of Duval. BMW R"to"PUW undemiwo My commission expires: `' Personally Known: or Produced Identification: MAP SHOWING BOUNDARY AND TREE SURVEY OF LOT 1 BLOCK 125 ACCORDING TO THE PLAT OF SECTEO N "N" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N 11 WEST 6th STREET (50' RIGHT—OF—WA Y� 102.00' 00 102.00' (M) 1/2 REBAR 97.00' (M) REBAR TO REBAR 1/2 REBAR CA TCN REF.COR. ASSOC.SUR. BASIN L.B.5488 L.B.5488 0— — � 2" OAK 1/2 REBAR 0 �`s'� CAMPHOR OAK® REF COR. y ® 2" L.B.5488 OAK B® 05. 0 BAY 3" 2" MYRTLE BASWEET 5" J. 0 2,. Y A GUM SWEET® 04 Ww MYRTLE 6" TREE 10" 14 UM X I 6" TREE ® BAY 2" O o iqTREE ® 6" MYRTLE SWEET 0 irk ® BAY ® BAY GUM O m o o v BAY V A C A N T oAK o ;n L 0 T 7" OAK 6„ Lo LOT 1 OAK OAK OAK 9" 6" BLOCK 125 7" 'q BAY BAY 15" AK OAK 9 p1 OL4. WEET J14"REBAR GUM 1.50' N. 1/2" 91.16' E.�1/2REBAR 8' ASSOC.SUR. 2.4' 2,4I L.B.5488 102.00' (M) I 3/8 REBAR �p 102.00' (R) 0.81' s. N N LOT 2, BLOCK 125 I 0.19' w. �x 0 JA m V E Y 0 GENERAL NOTES. R 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST EL NO. 1 DATED 04-17-1989. ASSOCIATED SURVEYORS INC. 3.THIS ISINED A SURFACE SURVEY ONLYATHEMPSPEXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. Q JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, J TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O 5 S d CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENDiAWREVIATION3 DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND S VEY (3 PURSU: T TO CHAPTER -ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY EA.=ELECTRIC BOX 61G17- LORIDA ADMIN RA N ODE, APTE 472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X = CROSS CUT OR DRILL HOLE (C) = COMPUTED DATA R/W= RIGHT OF WAY (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CH ES . HATCHER FLORIDA CERTIF ATE NO. 3771 R. =RADIUS L. = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA CERT ICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK CM =WATER METER UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES CH = CHORD JOB NO. 42461 DATE 08-17-2004 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE BTN. = BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE -0-0-WOOD FENCE SCALE: 1° = 20' DRAFTER 9.i.JW J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER CITY OF ATLANTIC BEACH BUILDING 1 ZONING DEPARTMENT L. Higgins S. Doerr SJ 800 Seminole Road w � Atlantic Beach,Florida 32233 (904)247-5800 r (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C�4— 77-9s-76 C1 Property Address: Applicant: ��I( � �►J T� Project: Ili This permit application has been: u Approved EJ Reviewed and the following items need attention: Please re-submit your applicati whe ese items have been completed. Reviewed By: ate: r �' CITY OF ATLANTIC BEACH js PERMIT CALCULATION SHEET rain' Date: Address �l�/ /�//¢//l� U f �'67 tJ Heated Square Footage @$ 7 per sq ft= $ Garage/ Shed @$ __per sq ft= $ Carport/Porch 7 8 @ $ 30 per sq ft= $ 3 Deck @$ per sq ft= $ Patio @$ 1 -3 per sq ft= $ / 2-- TOTAL VALUATION: $ 3 /33 $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: je S-2 + 'Iz Filing Fee $ FLOOD ZONE: /K, (1) Fireplaces @ $35.00 $ 3J706 IMPERVIOUS SURFACE., . BUILDING PERMIT FEE $ WATER IMPACT FEE $ I'M SEWER IMPACT FEE $ >.2 x-d WATER METER/TAP $ Rr CAPITAL IMPROVEMENT$ 3.2's SEWER TAP $ -O C �,/rO RADON HRS .0050 $ SECTION H PAVING (10`) $ CROSS CONNECTION $ .?r ST(i43Y) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: S`t'f S-' t�J -f SCg DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD RXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 r Z-- Bathroom group consisting of water closet, lavatory, _ Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashingmachine,domestic 2 Drinking fount Floor drains 2 Hose bib 1 2 �— Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder and/or / dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ 0 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 v/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) PLANS EXAMINER: p Q DATE0 -10 -0y, 4• Is the"R"value for added insulation on exterior walls shown? Yes✓No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes a/No N/A � 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A s/ OWNER: I �+ f- ig/j"z JOB ADDRESS: _ 7/ M/�1i1l 7. Are Energy Credits Claimed? Yes✓ No N/A � � 41y-0 77 A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes v/No N/A CONTRACTOR: T3 15tVNF - PHONE NUMBER:7 Y 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 (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes VNo N/A 1. Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes V No NIA 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 a 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 NIA v- 4. Is minimum concrete PSI shown? Yes✓No N/A 5. Is property in a flood way? Yes No N/A✓� 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;/No N/A 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 t✓ No N/A 1. Are plans sealed by architect or engineer? Yes ✓No N/A S. Is type of soil treatment for termites shown?(FBC 18 16) Yes✓No NIA A. Are structural calculations submhted7 Yes✓No NIA 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes ✓No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes t/No NIA 3. Is exposure category shown? (FBC 1606.1.8) Yes %^ N/A I0. [fpile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes ✓No N/A (FBC 1805.1) Yes No N/A 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 1606.2.5? Yes %_No N/A l. is finished grade shown? Yes./ No N/A 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✓No N/A A. Minimum 8"above adjacent grade? Yes s/ No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes o,,No N/A for structural elements? Yes✓No NIA C. Base flood elevation? Yes. No NIA✓ 9. Are plans designed per SSTD 10-997 Yes No N/A✓ 3. Is minimum footing depth beneath finished grade shown? Yes No 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 NIA 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 NIA v 6. Is vertical reinforcement shown? Yes No NIA A. Are all appropriate charts and tables shown? Yes No N/A v 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No NIA A. Is exterior wall finish shown? Yes• No N/A✓ it. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No NIA✓ High Wind Areas? Yes VNo NIA C. Is exterior wall insulation shown? Yes No N/A. A. Are all appropriate charts and tables shown? Yes v No NIA D. Is exterior wall finish shown? Yes No NIA B. Are all appropriate requirements circled or highlighted? Yes ./ o N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade mid 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 No NIA A. Are all appropriate charts and tables shown? Yes L.,-No N/A C. Are nailing requirements(size and spacing)shown? Yes 1,Io N/A B. Are all appropriate requirements circled or highlighted? Yes ✓Ko N/A (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 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? Yesv No N/A grade shown? (FBC 2304.2.5) Yes No NIA G. Are shear wall segments shown? Yes✓No N/A 17, Is Designers name and address shown on plans? Yes✓ No N/A A. Type of hold-downs shown? Yes-I'No NIA Is, Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes✓ No N/A and FBC 1012.1.5? Yes V No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes,./No NIA 19. Are habitable rooms shown with the minimum light and ventilation It. Is ceiling type shown,drywall thickness? Yes No NIA 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 16067 Yes No N/A a/ B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes VNo NIA I. Rafter size shown? Yes No N/A✓ 22. Are stair details shown? Yes No N/AV, 2. Species of lumber shown? Yes No NIA,/ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/As/ 3. Grade of lumber shown? Yes No NIA B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A✓ C. Type of roof sheeting shown? Yes✓No N/A C. Do spiral stairways comply with FBC 11107.8.2? Yes No NIA y I. Thickness of roof sheeting shown? Yes s/No N/A D. Are required landing shown? (FBC 1007.4)? 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 ✓No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes%/No NIA D. Weight of Dry-In felt shown? Yes s/No N/A 24. If required,are tenant separations shown? Yes�No N/A E. Type ofroofcaver shown? Yes , No N/A A. Duplex (FBC Table 704.1) ss�� I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes w"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/As/ A. Are column type,size and anchorage shown? Yes No NIA y (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No NIA s/ 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✓ No N/A 27. Are engineering details provided for butt glass? Yes No NIA G. Type of soffit and tascia shown? Yes,�No N/A H. Attic ventilation shown? Yes,/ No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yesr/No NIA t. Are engineered truss plans provided showing loads,uplifts and 1. Type and Ramee of cave metal shown? Yes r/ No N/A required connections? Yes%o-'No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes VINO NIA 3. Framed roof. Vi. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A,­ application? Yes ✓No NIA B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓ No NIA species,grade of lumber,span and connections? Yes No N/AV� 3. Are all door and window sizes shown? Yes./ No N/A C, Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes No NIA 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 NIA oflumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes./No NIA 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes f No NIA pattem7 Yes No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes✓No NIA 9. Is required attic access shown? Yes a/No N/A 10. Are all plumbing fixtures shown? Yes s/No NIA VIII, Floor Framing. 11. Are all electrical fixtures shown? Yes s/No NIA I. Is engineered floor truss plan provided,showing loads, / 12. Are all mechanical fixtures shown? Yes✓No NIA uplifts and connections? Yes ✓No NIA A. Is air handler and condenser location shown? Yes✓/No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Ycs,/ No NIA grade of lumber and connections? Yes ✓�Io N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes V,No NIA 3. Is floor sheeting indicated,showing type,thickness and ,// 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible / route? (FBC I1-ll) Yes No N/A Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. hiaoinDoer s z 800 Seminole Road - � Atlantic Beach,Florida 32233 (904)247-5800 r�Jiff (904)247-5845 Fax { PLAN REVIEW COMMENTS 4 -ProPermit Application # a4 - Property perty Address: Sc:;[ I ",A,,(,A,, (,3 S c Applicant: 1180 KI 6 E.-N1J Project: I' t7=-:W S.Fz. This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your p lication when these items have been completed. , I Reviewed By: Date: .,. ....FF. ,. . S.•LSI DEPARTMENT OF PUBLIC WORKS ,` 1�,3• 1200 SANDPIPER LANE 4•\ DEC, ATLANTIC BEACH,FLORIDA 32233-4318 D 0 �9 2004TELEPHONE: (904)247-5834 ;-+ FAX:(904)247-5843 �* SUNCOM: 852-5834 h p// i.atlantic-beach.fl.us tt c .� ., V _ PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # C)L- - Z9 ,5-7E Applicant: Et1 ((J �iE u0 1`TI- Address: 5'G1 ( L f--.) Project:A6 xYour 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: rosion control details required; include protection for nlet at northwest corner of lot. er LDR 24-66 (b) , preconstruction topographic survey is required. • Permit application indicates no fill will be used for oject. Details required for post development drainage including impact on property to south. 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 Rick Carper, P.E., Public Works Director Date 14 /` OI Signature Contractor Notified Dateraxe�dl //V/26/ DER RTYIENT OF PUBLIC WORKS 1200 SANDPIPER LANE c-� . `' ATLANTIC BEACH,FLORIDA 32233-4318 TSS, TELEPHONE:(904)247-5834 -r^ FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # C A - Zc�0`78 Applicant: rr Address: _cJ"I 1 �"'� f�t tJ .J l 1 roject:. 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: 5 e6j e2. naso s A-R'E" rbc I—T ;#-j cc, i L+�`•..� t •� a Wil 16.-- ben- 6G 'ex y fps c.o z,-o4 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. Rev ie e by a Kaluzniak, Public Utilities Director Date 12 . �a-Ofd Signature 1 Contractor Notified Date DEC-22-2004 WED 08'13 AM ATL. BCH. PUBLIC WORKS FAX NO. 904 247 5843 P. 01 i (,-,17Y OF ATI..�rt1"IC: DEC 0 9 2004 DEPARTMENT OF PUBLIC WORKS c*{ ( 4200 SANDPIPER LANE i ATLANTIC BEACH,FLORMA 32233--4318 TPUPHONE:(904)247-5834 Y^ �� SUNCOM)852 5833 _........... _ _... •i http://cLatlantic-bcach.tl.us .PLAN REVIEW COMMENTS FROMTHE PUBLIC UTILITIES DEPARTIVIE.NT Permit Application # 0 Li Z.q 3'T S ; Applicant: l�tilVl Address: S"1 1 _ �`�'[ A t .� .5y T iro)ect: i Your application is approved as noted by the Public Utilities Department. Final application.approval must come from the Building Department. o Your permit application has been reviewed by the.Public Utilities.Department and the follawiug items need attentioa! /0 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. Revie y Kallaniak,Public Utilities Director • pate /L^ �Q—�f� . • •Signature Contractor Notified Date DEPARTMENT OF PUBLIC WORKS i !13 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ill TELEPHONE:(904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 ' http://ci.atlantic-beach.fl.us , P' PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # C)L - — -Z9 3-78 Applicant: J&ELI l fJ (3 E 1J 0 C--=� Address: 59 1 t�j 4'::k—L fJ Project: kL---w u 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: Erosion control details required; include protection for inlet at northwest corner of lot. Per LDR 24-66 (b) , preconstruction topographic survey is required. Permit application indicates no fill will be used for project. Details required for post development drainage including impact on property to south. 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 Rick Carper, P.E., Public Works Director Date "1- W"/ Signature Contractor Notified Date_&-,�,�/� _may/b C/ s I f j /2 Ii 9 I II , 06. I I l VN 5TREErt f 4 i t 4TY :. l y An �l I Y �TREE71 -I I I =mom I F , y +r AW 16 J` �`f k ! 71 ; CITY OF ATLANTIC BEACH ��Uv S9 v ELECTRICAL PERMIT APPLICATION foil Date: X8 0.3 Property Address• ,5—J/ /1 4" Owner: `nf �RF- IiA.,,ET Telephone 077 Contractor: s-c1,-uc., Telephone#: 737-4Vo9fo Contractor Address: 36&0 c-T- ae-;C.c s 77ti0E Fax#: 3r6 — %100 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is New c=1ile__Residence ❑ Temp. -Qr-,New being done on this building 13 Old ❑ Commercial 13 Signs 13 Increase or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: o AMPS: / COPPER ALS Switch or RACE Breaker AMPS /37-> PH f W VOLT ­2Ycd WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 010 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW.HEAT— Conditioning KW- HEAT—ConditioningCOMP.MOTOR OTHER MOTORS AMPS HEAT / 3 3o Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 800 Seminole o Atlantic ch,Figida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us FORM 600A-97 FILE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1.483 Builder: QUALITY REMODELIN AN Address: Perrrlitting Office: City, State: FILE COPY Permit Number: Owner: KEVIN BENNETT Jurisdiction Number: Climate Zone: North 1. Now construction or existing New 12. Cooling systems 2. Single family or multi-family Single fancily a. Centrul Unit Cap:28.2 kBtu/hr 3. Number of units,if multi-family I SEER:10.00 _ 4. Number of Bedrooms 4 b.N/A _ 5. is this a worst case? Yes 6. Conditioned floor arca((V) 1484 ff _ c. NIA _ 7. Glass area&type __ _ a. Clear-single pane 0,0112 ` 13. lieating systems b. Clear-double pang 157.01122 ^ a. Electric Beat Pump Cap:29.0 kBtulhr _ c. TinUother=SIIGC-single Pane 0.0 f12 _ HSPF:7.20 _ d.Tint/other SC/SHGC-double pane 0.0 i12 b.N/A _ 8. Floortypes _ E I L E COP Y a. Slab-0n-Grade Edge Insulation R==U.O, 197.0(p)ft _ a, N/A b.N/A c. N/A 14. Hot water systems 9. Wall types w_ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=l 1.0, 1023.0 112 EF:0.86 _ b. Frame,Wood,Adjacent R° 11.0,358.0 fe b.N/A _ c. NIA _ d.N/A e. Conservation credits _ e. N/A FILE C � 11R-Heat recovery,Solar 10. Ceiling types _ (I)HP-Dedicated heat pump) a. Under Attic R-30.0, 1505.0 ft2 15. HVAC credits _ b.Under Attic , R=19.0, 122.0 W (Ch-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts tea;. _ PT-Progrummable Thermostat, a. Sup:Unc. Ret:Una AH:Garage Sup.R=6.0, 1.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cowling, (,. MZ-11-Multizone heating) WGjass/Floor Area: 0.11 Total as-built points: 22569.00. PASS Total base points: 238.04.00, I hereby certify jhat the plans and specifications covered Review of the plans and �zKE sTq by this calculation are in compliance withihe Florida specifications covered by this �o = t0 Energy Code calculation indicates compliance " `` with the Florida Energy Code. PREPARED Before construction isfeted DATEcom i�t: ��: p this building will be inspected for I hereby certify that this building;'s designed, is in compliance with Section 553.908 compliance w f i the�Florida Enow Code. ' Florida Statutes. b OWNER/AGENT: BUILDING OFFICIAL: DATE. 9,�t1; . . DATE. Z_'"O EnergyGauge®(Versipn; FLRCNA-200) ' JJ 3J11 ` ENERGY TERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83,6 ' The higherthe scot; 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 Omt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.06 8829A . 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) -4120 -8116.4 Raised 0.0 0.00 0.0 • r Base Total: -7229.0 As-Built Total: .8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugee DCA Form 60OA-97 EnergyGaugeWFIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , , 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 r 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 EnergyGauge*"DCA Form 600A-97 EnergyGaugeVFIaRES'97 FLRCNA-200 FORM 60OA-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 14$4.0 9.76 2608A 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 'k 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 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 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 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-0n-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 -0.59 475.6 EnergyGaugeV DCA Form 60OA-97 EnergyGaugeWFIaRES'97 FLRCNA-200 FORM 600A-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.Q0 1.064 0.474 1.000 6034.5 EnergyGaugeTM DCA Form 600A-97 EnergyGaugeO/FlaRE597 FLRCNA-200 FORM 60OA-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-Bullt Total: 11238.4 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 R 'LtIB ST,glB EnergyGaugeTU DCA Form 6MA-97 ErwgyGauge0/FIaREV97 FI,RCNA 200 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 cfml .ft.window area'.5 cfm/ .ft.door area. Exterior&Adjacent Walls 606.1 ABC.12-1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame wails where a continuous infiltration barrier is installed that extends from and Is sealed to the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrabons/openings>l/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is Installed that Is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2'clearance&W from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pod heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 Ions per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and Installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6-min.Insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge&FlaRES'97 FLRCNA-200 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 Infiltratibn CFM 1.2 ACJHR 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 HTM 11515 Btuh 1 177 Total Window = 65.1 HTM and Door Area Procedure B-Summer Infiltration HTM Calculation* 1 Summer Infiltration CFM , 0.5 ACIHR x 13059 Cu.Ft. x 0.0167*t ' , 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x , 19 Summer TD = 2279 Btuh 3. Summer Infiltration HTM 2279 Btuh 1 177 Total Window = 12.9 HTM •and Door Area Procedure C-Latent Infiltration Gain .0.68 x 37 gr.d4 x 109 CFM = 2744 Btuh Procedure D,-Equipment Sizing Loads Sensible Sizing Load R 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• grdifE = 2742 Btuh Internal Loads = 230 x . ' •No.People + 12 65 Btuh ;,.;,Infiltration Load From Procedure C + 2744 Btuh k;;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 ' it k�`•' .. . 1.'- ;; � ; Printout certified by RCCA 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 a.,r"± i'.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 age M Rel.Hum: 55 Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING s 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 RatetSwing Mult 1.00 _... ...._..,._., INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average m _ Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.1) ; ; 1484 14 8 4 Tot Latent Equip Load 6751 Btuh Volume(cu.H:) 13059 13059 is .. 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 38YCC030 - Type ., HEAT PUMP_: Type SPLIT DESIGNS Efficiency/HSPF 7.20 COPIEER/SEER,41 10.00 Heating Inputs; 0 Btuh Sensible Cooling_1 0 Btuh Heating Output... - . -- . 29000 Btuh Latent Cooling------ ~- 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heaxing Fan 10 0 0,,:.CFM . .e 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 82f 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 Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed RIGHT-J: 3.0.11_ S/1411786 1 NameofRoom Entire House MBR MBTH WIC 1 Rur6rg Vt.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 CeilrV%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 Area Btuh EXPOSURE NO, Htg C41 Largth Htg CIS Langur Ht8 I Clg Length Htg Clg Length 14 CIS 5 Gross . ..+ a 12C 3.6 2.0 1280 wrr wrw 260 '•w04 rrra 64 wrw 0404 40 rrrr arwr Exposed b 14B 5.8 2.2 0 rrw 0000 0 wwr 04040 0 arra rrw 0 04040 0404 Wallsend c 12H 2.9 1.4 0 0404 0404 0 www rrrr 0 rrrr 0004 p 0400 0040 Partitiom d 13C 1.4 1.3 350 -ww rww +.170 0000. 0404 0 rrrr ►arr p rrrr rrrr e 13H 1.1 0.8 0 0004 arw p , w»r► 0400 0 arw rrrr 0 rrw rrrr f 0.0 0.0 0 rrr► arrr 0 0400 rwrr 0 0404 0040 0 rrrr rrr• 6 Windows and= a lI 38.2 04 121 4627 00" 20 765 0404 6 229 `o" 0 0 arra Glass Doom r b 8F 38.2 •• 36 1377 0400 0 0 arra 0 0 •`•• 0 0 arra Nesting c 9H 22.0 04 0 0 arra 0 0 arra 0 0 rrrr p 0 arr• d 7L 26.0 00 p p 0040 0 0 www 0 0 rrwr 0 0 arra so p p rrrr !0 0 0400 0 0rrrr p 0 0404 f 0.0 q p p rrrr p p www p 0 rrrr p 0 rrwr 7 Windows and North 16.0 5. aww 80 p 0000' 0 p rrrw p 0 war 0 Glass Doors NE/NW 33.0 41 "•• 1353 20 0404' 660 6 `••• 198 0 ••`• 0 Cooling E/W 46.0 5 •"• 230 :0 0.04 0 0 ■"• 0 0 `•" 0 SE/SW 40.0 106 •••` 4240 0 °••" 0 0 "•• 0 0 '••• 0 South 0.0 0 • 0 0 0004 0 0 `••` 0 0 `••` 0 Hort 0.0 0 •`•• 0 0 0 0 `••` 0 0 "•` 0 8 Other doors a 11E 7.6 4.3 20 152 86 O 0 0 0 0 0 0 0 0 b l0A 22.4 12.7 0 0 0 �O 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 116 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and o 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 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 - 0 0 0 0 0 c 0.0 0.0 0 0 0 ;0 �O A 0 0 0 0 0 0 11 Floors';; a 22A 32.4 0.0 178 5767 0 43 'ry 1393 0 8 259 0 5 162 0 y, TOG 2.8 1.1 0 i0 0 0 0 '0 0 0 0 0 0 0 0.0 0.0 0 0 0 !0 0 10 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 S,ubtOtBtuhLoaa"6+8..+11+12 war 29983 rrrr+ swwwi 0000} 0404 rww 0004 ww 4821 1172 359 14 Duct Btuh Lou 5°/ 1499 ' -so; 5% 241 wawg 5°/ 59 0404 56A 18 rwrr 15 Total BtuhLou 13+14 arra 31482 5062 ••'•} arra 1231 0404 arra 377 •+" r _._.. 16 Irtt.Gatto: _ People®i 300 6 w+++i 1650 2 'w0r 0= 600 0 000• 0 0 arra 0 APP l, 1200 1 •••+!_ 1200 �O ••' c0 0 `•`• 0 0 arra 0 ® s'•. 17 SuUotRSHGain"7+8..+12+16 rwrr www; .16061 2508 +ww rrrw 484 arra •rw 138 IS Dad BPA Gain % 10% 0040 1606 10Y aww' 241 Q 10°/ 004• _ 48 109A 0400 14 19 ,TOWRSHGsin-(17+18)*PLF ` 1.00 00.0 17667 1.00 .0004; 27 9 1.00 •••. 532 1.00 arra 152 20 ,CF MAir Required arra 1000 1000 so" 161 °156 0.04 39 30 0040 12 9 i i Printout certified by ACCA to meet all requirements of Manual J Farm Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIN 117 8 6 I Name of Room LIV BR2 BR3 BR4 2 Running Ft.Expo"Wall 22.0 Ft. 22.0 Ft. 10.0 Ft. 24.0 Ft. 3 Room Dimension+,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 HTM Area Btuh AreaBtuh Area Btuh Area- Btuh ExpOSURE NO. Htg I Clg Length Htg I CIg L&Vh Mg Cls Length Htg Cis Length Htg Clg 3 .Gross a 12C ;3.6 2.0 220 4*i4 0*00 176 '*a0 0004 80 0wr* rrrr 192 arr 0000 Exposed b 14B 5.8 2.2 0 pa p** p -**0* **** p 0000 0000 p w** ww Walls and c 12H 2.4 1.4 0 0400 Orr* p 00" 0*00 p 0000 rrrr p 00w* 0000 Partitions d 13C 1.4 1.3 0 **r0 **►* p 0004 0*00, p rrw* 0000 p *►r0 w0** e 13H 1.1 0.8 0 *r** •000 p ,*oso ►p4 p 0000 rrrr p r►a *000 f 0.0 0.0 0 rar 0000 ;p ...0**i rrrr p so** 0w*r p *000 0000 6 Windows and a I 38.2 *+ 25 956 *000 15 574 so" 15 574 4004 15 574 4440 Glass Doors b 8F 38.2 •• 0 0 0404 0 'O 4044 0 0 4400 0 0 0444 Heating c 9H 22.0 •* .0 0 0444 0 0 4404 0 0 rrrr p p **q d 7L 26.0 •• 0 0 0404 0 p •+•' 0 0 4000 0 0 r.*. a 0.0 *• 0 0 00*0 pp 0*** p p 0000 p p 0a0 f 0.0 ++ 0 0 •••+ 0 0 0000 p p 0000 p p 0000 7 Windows and North 16.0 5 �.*•++ 100 4000 0 0 4000 0 0 4400 0 Glass Doors NE/NW 33.0 15 0444 4195 0 0*•• 0 0 0004 0 0 4440 0 Cooling E/W 46.0 5 4440 230 0 0044 0 0 0440 0 0 0400 0 SE/SW 40.0 0 4404 0 15 4440 600 15 4440 600 15 4040 600 South 0.0 0 '•+• 0 p rrrr 0 0 0404 0 0 4444 0 Hort 0.0 0 4440 0 0 ***0 0 0 4440 0 0 4440 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 i0 10 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 10 0 `0 ?0 0 0 0 0 0 0 i 11 Floors i a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.6 1.10 0 0 0 0 1 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 f5.1 12..9 45 2928 579 15 976 193 15 976 193 15 976 193 13, Subtot Btuh Loss-6+8..+11+12 4404 5949 4404: !••+ '3027 •4409 0*00 2292 0044 4404 3149 4440 14 Duct Btuh Loss' 5% 297 *000' 5Y 151 ••*• 50/1 115 *000 50/1 157 0000 15' Total B4ih Laos-13+14 0040 6246 0444 4044 3178 4400 4400 2407 4040 4404 3307 4000 } 16 Int Gains: People® 300 2 '*** 600 1 *4.4 150 ` 1 0404 150 1 4004 150 Appl. ® 1200 0 0000 p p '000* p p :**0*. 0 p **r0 p 17 Subtot PH Gain-7+8..+12+16 4044 4044' -3040 *4**' 0040 1469 0*00 4444 1274 ***0 * 0 1502 18 -,DuctBtuhGain ; 10Y 0004 304 10 4444' *r 147 1 l0Y •••' 127 l0Y 0000 150 3 19 'Tow.IRSH Gain-(17+18)sPLF 1.00 0000( `3344 ' 1.00 `r 1616 1.00 **r• 1401 !1.00 rrrr 1652 20 CFM Air Required 0440 198 18 9 4000 101 91 000* 7 6 7 9 *rr4 105 94 Printout certified by ACCA to meet all requirements of Manual J Form' j Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Fd. RIGHT-J: 3.0.11- S/N 117 8 6 1 Name of Room BTH2 NOOK / KIT DIN 2 RuoniagFt.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 TYPE OF CST ' HIM Area Btuh Area Bwh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Fit& Clg L.englh HIS Clg Length Htg I Cig Length Htg CIg 5 Grass a 12C 3.6 2.0 48 0000 0000 100 0a0 0000 100 0000 0000 0000 0000 E)q-W b 14B 5.8 2.2 0 rrr0 pts 0 0"0 arc p rsrw rsrr sass roar Walls and c 12H 2.4 1.4 0 r0r0 rwr 0 0q0 arra p rrsr carr r0a ars Partitions d 13C 1.4 1.3 0 rrrr carr 0 qq rrra 180 wsrw r►wr rrra rq0 e 13H 1.1 0.8 0 r0rr car 0 0000 ►r" p scar 0w00 rasa ►ar f 0.0 0.0 0 tsar 0000 0 0000 rr" p carr rsrr rags rrra 6 Windows and a 1I 38.2 5 191 •000 20 765 0000 0 0 0000 0000 Glass Doom b 8F 38.2 •• 0 0 0000 0 0 0000 36 1377 •■•• 0000 Heating C 9H 22.0 •• 0 0 0000 0 0 0000 0 0 0000 0000 d 7L 26.0 •• 0 0 0000 0 0 0000 0 0 0000 pas e 0.0 •+ 0 0 0000 0 0 0#00 0 0 0000 0000 f 0.0 tr p 0 srrr 0 0 0rr0 0 0 r00r ►000 7 Windows and North 16.0 d 0000 0 0 0000 0 0 0000 0 0000 Glass Doors NE/NW 33.0 0 0000 0 0 0►+• 0 0 0000 0 0000 Cooling E/W 46.0 0 0000 0 0 ••+r 0 0 0000 0 0000 SE/sW 40.0 5 0000 200 20 00" 800 36 0000 1440 0000 South 0.0 0 00N 0 0 +• + 0 0 +•*• 0 0000 Horz 0.0 0 •++� 0 0 0000 0 0 0000 0 0000 8 Other doorsa 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b l0A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Not 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 ISO 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 10 Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 b 16D 2.1 2.30 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 Q 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 Str tot BtuhLoss-6+8.+11+12 •"•• 929 +•i•• "00 2936 00" 0•" 5349 0000 rr+s 00+• 14 Duct Btuh Loss 5'/ 46 0000 5% 147 +'++ 5Y 267 rsss y rt+r 15 TotalBwhLou-13+14 0000 975 0000 0000 3083 0000 0000 5616 •+•' 0000 +0s► 16 Int.Gains: People @ 300 0 0000 0 0 0000 0 0 0••+ 0 0000 Appl.® 1200 0 srrr 0 1 0000 1200 0 rrra 0 0r►r 17 Subtot RSH Gain-7+8..+12+16 0000 ••" 420 0.00 ow" 2697 0000 0000 2529 "•• ++'• 18 Duct Btuh Gain 10% 0000 42 10Y 00" 270 r 10°/ "00 253 Y •••► 19 Total RSH Gain-(17+1.8)•PLF 1.00 0•+0 462 1.00 0000 2967 1.00 t0•• 2782 srr• 20 CFM Air kNuirod 0000 31 26 0+00 98 168 0000 178 157 p•0 Printout certified by ACCA to meet all requirements of Manual J Form MAP SHOWING BOUN RY AND "T"REE SURVEY OF LOT 1 BLOCK ' 125 ACCORDING TO THE PLAT OF SECTION �i�H" ATLANTIC. BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CLIF RENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. N . U s WEST of/i SMEET (50 R/GHT Of WA))- uw oo' (R) 10200' (M) !/?`R_%9A 97,00' (M) REBAR TO REOAR f/?"R£6U4R CATS REP.CQ2 RASN ASS=SUR.. . 1127'PE'BAR ` f� 4" 0 ®`, ` OAK REf:CM ► ,� r ` <.9.5s88 �• `a> N BABY *ft" r �R♦7 IP r BAY MYRTLE BASWEE r cUTA 5 N '`� °'� MYRTLE s` oY SOU To w 6r T EION pTis- EEBAY ` 14, �. td" X BAY MYRTLE Scum % 4� o g '4• �( 8 $4 m O^ n OAK BAY xv A C A N T zo'-o p � ;..� L 0 T ta• a• ,�• ad r r LOK 1Og K OAK o h BAY Y BLOC 125 tK " 7r 16. AK OAK DAK r5"A �QAK 7 ET 3,14'RFBAR �j�� �+►o. GUM f:SO'/K f 2.4' A:SCC,SUA: I 24' L,�54d0 102.00 (M) I J/O"R 10,2.UO' (R) aaf's N f LOT 2, BLOCK 125 � a 19 w. �1 ANGLES ARE SHOWN FOR,THIS SURVEY. y Z.THE PROPERTY SHOWN HEREON UES WINN FL000 ZONE _.X AS BEST AssoclAT'Eo SURVEYORS iliiDETERMINED FROM ELM.A. FLOOD NAPS PANEL NO. T D�jM 04-17-19 9, , 3.THIS IS A SURFACE SURVEY ONLY.;THE EXTENT OF UNDERCRCUND FOOTINGS, ; LAND ENGINEERING SURVEY:! PIPES AND UTILITIES IF ANY, NOT DETERMINED. r : z 4. URISOICTIONAL ANHIPR ENMRONMENTALLY SENS171VE ARW F ANY. NOT 4 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY JACKSONVILLE. FLORIDA 32210 5.TEAS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISI IED. THE.PURUC 904-771-6468RECORDS WERE NOT SEARC'HEO BY THIS-SURVEYOR :'OR EASEMENTS, J TITLE. COVENMITS. RESTRICTIONS, CLOSURES. TAKINGS OR ORDINANCE$ ETC. 0 S S Y CERTIFICATE OF AUTHORIZATION NO. LS 30OS488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFF1:CT THIS PARCEL . '>; WISE STATED ALL IRON PIPES FOUND HAVE 40 IDENTIFICATION, ' 1�HEREBY CERTIFY THIS"SURVEY WAS DONE UNDER MY 6•UNLESS OTHER DIRECT SUPERVISION ANA EFTS THE MINIMUM TECHNICAL =6.EGi�G1D�A�aiEYINr OF s ,,. STANDARDS FOR'LANG 5 0„ SET IRON PIPE OR 8548 P.�- - POINT OF CURdE .& pw eaw EY C PURSU T TO CHAPTER ASsoC.SURVEY OR L.9.a4as P.i'. • POW OF TANDENCI'E.B.-EtE1CTRIC S !" ORI OA ADM! RA N DE, 4;2, F.S. * FOUND IKON PIN OR PIPE (IP P.R.C. . POINT Oi REV-7SE CURVE a FOUND CONCRETE MONUMENT C.N; P.C.C.- POINi OF COMi OUNO CURVE ( (C) • CONFUTED RATA i •>EC1ff OF WAY } X- CROSS CUT OR DRILL,HOLE CC�O /y1r (R) ,o RECORD (M) • MEASURED NC.• CONCRETE ILT.� BUILmNO TIE C ES HATCHER FLORIDA CERTIF TE NO. 3771 R. -RADIUS L•- ARC LENGTH A\C •�1R U (E.T.):+' EWE 11E C LES U STARLING FLORIDA CER (CATS NO. 4579 O.R.B.-OFFICIAL RECORp BOOK. ® -WATER METER slh- UUM POLE RAYMOND J.` SGHAr:FltR F'LORAM CERTIFICATE NO. 8132 O.R.Y. aOFFICIAL. RECORD V=ME '� P-EO. POM EQUIPMEM �►+►CUr1AN00 P.R.M.-��(nMANEift RC ItCEjA rLINE -O.0--OVER HEAD UT`!TIES' CK'■ JQ�<NQ°'42461 Ar, QATE _,Q$�_7 ,QQ4__ B.R.L.-BUILDING R Fit X--X N LIN{( fENtE BTN.' E�IkE.T. • •ELECTRIC TRANSFORMtiY--W WIRE`FENCE,. e}�0-W000 FENCE SCALE: 1 � DRAFTER T.�t NEA, ,l.E A.`•JACKSo�MUE ELECTRIC wtHdtlTY C ec R * cOVENANTs 4c RESTRICIIONs V MAP SHOWING BOUNDARY AND `FREE SURVEY OF LOT*� 1 BLOCK ' 125 ACCORDING TO THE PLAT` OF SECTION ION '."W" ATLANTIC, REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CUF RENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. ;CERTYFIED TO: KEVIN BENNETT. O • N s ?' WE,s if 1/1 STREET A X50A10Hr Or WAW) 10,2.00' (R) 102,00' (M) CATp�/ REi�CO?. 97.00' (M) REBAR TO REBA2 1/xREBAR BA&V A5S1�C SUR. *OAK 6 t R£f:G'Q!L ►� CAMPHOR OOAK* ��`L .0..$4W B - " A" LY 9d . =� OAK 0 a 0 DAY . 30 42- J � 4AYRTLE t0"Y SNEET " k"MYRTLE S` oGUU 56 MTo r TREE }p• ZIN t 4" to" ® a`. MYRTLE Sw>.ET I H G BAY 6� GU11 % `1 4 OAK O Q' 4 BAY VACANT7a OAK 6" ^b � LOT I OAK OAK 0 ' w AY a,r BLOCK 125 0 " 7" 0 16" p6 0K �.• OAK + OR.KIto t'S"Kc�.• ®QAK TET 3,/S'RfBAR ,t ti fy Guru t5o"N. IA, is,C. 1.8' ; �•• 2 4' ••' 0•s A.'=SUR. 2.4' f L.�54dB 102.00' (A/) � i VIM MAR �p ld,2.00 (R) aar's c.,Cq LOT 2. BLOCK 125 A f9 eV. f " V E Y p ` `"••• Gail NOTM& 1. ANGLES ARE SHOMIN FOR THIS SURVEY. 2.THE PROPERTY SHOVA HEREON U,S NA THIN FLOOD ZONE X _ AS BEST OcmmED FROii F.EM.A. FLOOD MA.,S PANEL NO. A 01.1ED04^17-t9i, SSOCIATED` SURVEYORS IIiC, 3.THIS IS A SURFACE SURVEY ONLY. HE EXTENT OF UNDERCROUtiO FOOTINQS. o r�.cGv.0/.U.ai/A.:-1 . .1.1►ND h El GINEERENG SURVEYS .. PIPES AND UTILITIES, JF_•ANY.•NOT r ETCRWNE0. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION Ail applications must be submitted with seven (7) copies and received by 5:00 p.m: on the Friday J ten(10) days prior to.the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE'PROCESSED. 1._ CJrit� z jFi _(=F, 3:zxa APPLICANT NAME ADDRESS TELEPHONE 2. S-Z— ADDRESS OR LEGAL DESCRIPTION OF TREE'' EMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3.: REASON FOR PROPOSED TREE REMOVAL. .t9 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES_ NO NOT SURE 5. SITE PLAN/TREE SURVEY indicating: a Existing,and proposed structures. b Location of utilites and easements as applicable ` c. Location; species and size of aii trees w1t11 blameter 8 a i (D.B.H.) of six inches or more. t i 0 . 5�} n+'..q ' d. Location, species and size o all trees to be removed sho ld be§cleanly marked with an "X". e: Location, species and size" all trees to be perserved`o - ite forreplacement must be marked with brackets"E r f.•-Location, species and size of any proposed new rep ace'' ent trees marked with a circle"0 g. Location, species and size;of all trees to be;preserved a.I1r,. ,a,�nnth bamcading at tree drip line noted. B. ON-SITE REQUIREMENTS: a.' Barricading at tree drip line of all trees to be preserved. -;.b.. Address/legal,description must be posted in a conspicuous manner on site. c. Th pr y,y•iiej comers must be marked by.stakes or paint indicating the lot. d. A!1 trees identified#or removal MUST by marked�on-slte,by RED/ORANGE flagging, paint rota i ^" e. All ' served on-site for miti ation MUST be`marked with{BLUEIGREEN flaggiuInt'or tape: R, ♦ _ 800 Seminole Road,Atlantic Beach,Florida 32233 e r, Telephone(904)247-5800 Fax( )247-5845 1 of 4 6u �7 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER " OF TREES SPECIES INTERIOR ZONE— EXTERIOR ZONE— APPLICANTS COMMENTS OFFICE USE ONLY J / /l 146, 1— " r ',�r 9. CHOICES FOR REPLACEMENT: Pick one or a combination to compensate for trees removed: 1. Plant new trees on site 2.' Pay money into the Tree Fund at$117 per inch t 3: Protect(save) other trees that qualify and mark trees to be protected on site fast,'by.inches;.each tree in the appropriate column in the form.provided below: . f. SPECIES DIAMETER OF TREE PLANT NEW TREES. PAY INTO TREE FUND PROTECT ... ` +f' mow•-• r+.- p ' 4 1 HEREBY AGREE TO COMPLY WITH At L PROVISIONS,OF C,,KA,,TFR'23 ,A 'ICLE il,'TREE PROTECTION,AND :ALL OTHER APPLICABLE,CODES AND ORDINANCES OF-ATLANTIC BEACH. p cant . igna re . ate . y t ... Tree Cpnserv�lion Board Chair Date 4, .x 1 u1 r�,,,l; •Dlametei at Brea�t.�{eight,(Q.B.H.),is measured at 4.5 feet above grade.To accurately determine.dtameter,measure the trunk circumference and divlda by 3.14.`©larrietiw ofmulti-trunked trees Is determined by adding together the diameter of each trunk as measured Immediately above the forks rinterlor Ione: outside the 20 foot fronftar setbacks and the 7+5 feet side setbacks(see diagram on previous page). "F.xteriof Zon :,yy[thin the 20 toot front/rear setbacks and the 7.5 feet side setbacks(sea diagram on previous page). 4 Of 4 Doc T A71NG OP7IQ;J CROSS SECTION ..,:d TiOT AVAIUBI iN Att"D aoe 4F GESRIs'>L5UN • r£>_Ctt N1 CJTP9C1 1L 1^75 INCLUDED GLASS WINDOWS M THC C T L'I7�L',,.-,D. THE T£SS rf'[S_VSLS MLRE+40.4 PV AND-54.7 PSr. BY 23 GA.VIN r0r..IOR SKIN G;nrrn;`,;!ON,Li.^,HT(B)11' %I',-I/2'a-ASS 1NN00'AS VAY BE INSTALLED M TP 711 .J 0-40 GALVAMZATION 'rt '.' n+{C" E 16'X 7'AND IR'%5'VDDR 600 ANO VMy 950 DCYJRS A 2' T'^(`•. 12 GA.OALV•COM TO!'R: I L ATN LIV FROTE"ON VOLS 27 1 ATTACHED w 2 5 18•%1^ C^ M"i UY Deere MS('tT'a J3 .. ./l) / N7M UV FROIECT�'�N r uu LAC B0.SS CR RACKET . ADJUSTABLE SLIDE 01,ACKEI A� W/(t)1/4'R 1/2•DOLT h NUT PCI,C't err CT ` I .� LAO DOLTS PER ENI STILL. Vp„D©tt+5'Ot FT AND(7)1 4' S/1'HE% 7^% " �r scREAS A�EACH l i$RVL.. - A7 L C ll 'Ow FRA-C fir. I �y rA 1-1/2•=2-5/15'v 20-1/2' SOUTl1£RN Y£1LOw FINE I I SPUCE TRACKS AT THIS LCCA'10.4 ., 01]iIN0 ALL ENO STALS wC(4)1/4•-20 TRACK SrUCC P,'_TS d NUTS S.C'JRE TO JAVL'B WITH(2)S/` Dtk R 1-5/E' . 14 ok CAL",STEEL ---- LAG oaTS 3/4 ROLLER H!NDC ATTACHED • �' -'- - HCX IIGD SCREWS AND _ d wJ(2)5/Te' r/la•DIA.a 1-5/E'v0 DOLT C G,75 P[R ROl1ER HIND[ �/ A E­11 JAVB BRACY.CT S 1 ^' CV.STEM 20 ( _....._ J ,n P.4LACKtiS WJ 1/4'- ,rLa DOLT V (4)STEP/Ain H�NDLCs SrE BOLTS!AN wI/A t20 NU X IJ7� Lv.SCEL S: OK Ly. BOLTS AND I/A %20 NUTS f I I F,A':r; ^71GXNE5S: .OGJ' 4 R I 1.' iAV 6HroCABRACKET AIC21AJ43/4• 1 __­ EX0HCAD SCREWS W1 )5/16•.1-3/4' I^ _..__._._1I_._'-.�.II,,�-�I)I•_: - - LAO Bar pr,a r t!tt TALL DOORS CONT.ALUV.EXTRUSION 4 CSE t T�,:'; VG% IA 7E W/CONT.V14YL ASTRAGAL •'r••"..� 1- ^_ S vC HON A-A (SIDS Vi� !�_ VJ >r.-. L., }I t n r J' 76' +SZi 1 P F S 7 Ct Y• 17 L4 � I � 6 � +�. 7?' 82 -?5.3 Fa 1 •' SLST.5 OAS, AL OS =•It�J LH 'S7 ' r- .}5 .4 -2',5 rsr. ; ' .r noD IAUR ATTACHMENT TO KRl1C i IH - f ` RATED FOR 100 VPH FASTEST-VILE AND i •r.'L �; t• !. I i•�': 12-VPN PEAK GUST WIND SPEED c x s r,o n 1� / •• r. +LfvrtR.AI'd9>vQ1T__ i t t 1+ ( ) L)Ynwol i j ai m rim rveS2 tt•ntrnat L t L c 1 c L r riA• /(�� . r LIG Y m simT'6 V rRW Dr05 TW4 1e'E.G } YC >I t .n C!( k ' A a•M•l 'i I rI •+•••,' f 'y: aLI31V 14- n 1 cw+ 0.s h c s .A r<Lvtwrt LI'¢.L n I uN r rr lS'141„•• v.•a eSlt] ':•• +. p•X/r It:-3,a 1ROu DM+ T4•o.G Y _­1______1 DCSCRIPTIC. ',F RLv,40N5 " :Tz-'T`•t Anot'OR 7 X!-1 ST' M1M0 t•(11b.O�Os 7Hw i4•Re. •H tr, nc�=,r nl+ T..c K K A ,TEO DRAwNG T.NCw rCRVAT , - eY A R sr n n n srt R w_. e/e'X••rtARtsro Y r DRS ncri 14•o.o c+n _ s/a'z 1-S/r sT rAT.+c e•1Ra DAs n2N te'ac -r ' �.m_,I I-' -1/P%1-3 e VIAV `V ileJN D+y tr'X runs Cr P7i£ '.,VS(.r MART)At 0.c I:"r T At A.v^,.L. - _ ".5 CARR{AC•E CM''RT w,NSTCN-$ALtV.N.C. MODEL j500 STRATFORD ,o eea,Ts t.R x twNtsr,+M ro tRo,+.c A rJm.�axn•ro x-•r.2 ; MODEL DEL #OSD )TT^I:ITAGE • �'YY O'4'J(D N,9S RY C�tM ' 1. .7C 7 4 oY AAE DATE 07/25/95 OR. . Y, n' BY A/.0 DATC 04/21/02 Ful - . 20 Cl. ALV.,- .. . Ir, k Ai J 25 GA.WH L 7" (s))sn,iSS f ct L d�,.'��til K�Sw •/G-40cAL� S � _�- �.1l�lilLL����I��.11� ;�� 1,,lei - �� _ ,�: 3► ! _! r CA - } , T, r .. 6TL'. DKr. ! I 1 1 SlnJiS I, Icx r l - 1 A riCLOW STILES 1 CCA. C� Y STEEL 'LI ;0 ILL EHO STILLSSIrl lR.hu C ,CD 'W R 1 r �' 6aT RET,>,•ER 1 f . . ... _. ♦ _ - / I 20 CA.CL '1ALV,STEEL JC 20 CA. CAl V' �_) n+IERULCIAIL STIL STi E.ChD 5l' x. TYP, ROLLER I iINGE 1 1 T f: I GE CONNECTION �1 ON fuPH PLA%C ,.ND 20 CA CA:Y. SrEE — • ... `t�-� � Wt-H' IJ .itLE p :1-5/nJ I i r^ '.:uo 6:�AGKCT / \-:•C:.[�'. t,.'.'.x !7 L`�AR" lln2 Dax-^._ J 1/4'_20 TRACK TNLSI .G..1' } t 15 :i OLT♦NUT .;. . - �\� � '.. � % may .,�,i ,,_• :,�, 14 CA CATV 'IEE., 2 K 6 SLu I,,Fk,4 YELLOW PUIC INTR. z Sf.0 S`.'l,f. (1.0.2 W DEIILR) w/(�)1/,. . 3",1. RACs].c — Lx I ' H HEnC :CK;x^.P:A NIr:CC l'.::�G--1 Ftiti 1"i.:, vunAa+,. .au x+.a Tie Iii 1i1!2 iX14:i:!IIL %Y.' `lr ' A _ y ��►.�!'��! � .,INSTALLATION,.ANCHDR 'I ��,--�'DDDR WTIITH "1/4''�tAX.`SHIM SPACEk �"�'-s.�ak r �: -� ,=.INSTAILATIDNANCHDR CSEE'NDTES) DTA, CAULK BETVEEN as t - p „>> i t J EMBEDMENT 1 t a; i��.T � +� ` TWD BY WOOD _ ' „. DDDR FLANGE. 1 _ — �- - ni :-` TWO T?Y WDJD.;3,t L_ �f SLIDTNG,Gt ASSc.TirAy3vilk •' ' I` rC�17 : BY OTHERS SHEATHiI1G , .' � 1` .Y BY;DTHERS r-'S 0-"2 , i�:A[3OR-ifRAME ---r ���t } • �; , ,JAMB t. CAULK BETWEEN HOOK STRIP S SHEATH'NG I/4' MAX. i?I . SHIN. SPACE SLIDING GLASS DOOR I r RE-,^.'D. HOOK STRIP SHIM AS R (SEE NDTE`) MIN. ._ a z _ � -- L 1-1/6" t!IN. { � EMBEDMENT �_� ( EMEEDMENT j l INSTALLATION ANCHOR 1 ZCREV Oil ` t SLIDING GLASS TEMPERED CLAS CAULK EETVEEN •DOOR FRAME CTYP FLANGE ---- ii HEAD - DOOR 1 _ G SHEATHING __ _. � -`1� SI AT HING J _ EY OTHERS TEMPER-_„ LLASS - T rV P EERtD �. .r - - - t-. H iN G - t '. C< rt -,._ L ` CG - FERIh P �/' a iJlhu GLA r STL 1 OR SIDING CLASS CTYF.. ( - CAULK by -_. _ :_ __ wY [,HERS - -- IN-1ERLOCK EY OTHERS rr .. rz D, �- CO %i. GSliv } ;C�i� ' C•P JC T AIL { H_.uKi EY OTHEFS DOOR �r• Ate!uY 6063- M Iv 7A t^`£Fi OWACH'�VEEhaf N FI 4 A' l TKTp MASONRY Cr, C E) & I E` `-TH TO ACHIEVE HIK EMBED } t OF J E` 4 7. TAPCCN TY r INStk LAT 1 A4 u:.RS fi7 SILL M(,'r7 EE GF su:( .c E -F OF 1-114' SON ,!KCP T ( f1 -Lk2 A. H� CHART ON BACK OF a £I - i ( USE SILI 'N:ZEr, ACRYLIC CAULK BEHIND ROOF FLANGE A7 HEAD JA?C^S. :5) USE SILICONZED ACRYLIC CAULK FOR PERIMETER SEAL ARDINiD EXTERIOR OF DOOR. 6) IF EXACT rOOP SIZE IS NOT LISTED IM ANCHOR .^.KART,USE ANL'FgR CUAh:ITY LISTED WITH NEXT LAR,:LR .::�L, FP.A THE APPROPRIATE DESIGN PRE- FEC'A 73 FOR F4J:CT D- -SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENIN;. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 4 ' J E)� GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM EMG GLASS CHARTS.I - B B 9) DOUR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. - c ill SHIM AS REC'D. AT EA, SET OF INSTALLATIDN ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST.BE MADE OF CORROSION RESISTANT MATERIALS. A 13) VFWRE 'X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED,IIN ANCHOR CHART ON BACK OF THU SHEET. 1+)- NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION EMBEDMENT E X TEN I O R ELEVATION SECTIONS 'A-A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION of ALL APPROVED o '-G - w.:. `-1-1/4' MIN. 1,e.NG P�,p Y „.c,-- ` CONFIGURATIONS .` . .. _. jjf_aG `c 1� l-...VdGR SHLIWN 15) FLORIDA EXTRUDERS 1000.SERIES SLIDING GLASS DDDR IS SHOWN. THIS PRINT ALSO APPLIES T4 VL VLC 2000 SERIES AND 500 SERIES. o CODE COJ hVLiANCE "�” KEEP THIS PLAN OW 10B ER SILL IN BED INSTALLATION ANCHOR APR 2 5 2fl02 3/16' DIA. TAPCON FL yr�� n �� EXTRUDERS �ECTID� A-A, Building oninp Insrediurki;i -lax fl i T �J I—I ?NT. I(�i. SANFORD 1=L. Q� TITLE:SLIDING GLASS DOOR 500,1000 & 2000 Examiner Signature /G T.fy.s.aill'l j� '._ .IVSTALLATIflNWITH #8 SCREWS W$BC,CHAPTER,17-SECTONS:1707.4.4.1 FOR LIP &eY: 'AND -FOR MASNRY,'REMENTS , . . DRAWN 13YAPPROVED BY:UCTURA -SUB-STRATES, Na.+r7a271wf ATE. p/17m"^ AT : DOOR QUANTITIES IN HEAD L.SILL QUANTITIES IN EA. JAMB 1i QUANTITIES•"IN EA.--HOOK STRIP UP TO 46 PSG" TO 61 PSF' Tp UP TO 46 PSF 70 61 PSF Tp UP:TO 46 PSF TD 61 PSF TO 45 PSF 60 PSF 70 PSF 45 PSP 60 PSG': 70 PSF:?,11 4S PSF 60 PS: 70 PSG _ 48 X 80 / i b.�� t : 6 6 ,i 8 8 8 4 4 4 60 X 80 Y t 6i ( 6 6 . 8 . .. g t g , '� 4 4 i .v�� �.� + 4 `` 72 X 80'\ ,� ! g \ yI �g' _cg 8 8 8 R _ 4 4 , r \ �;. i 96 X 80 V 10' (1 10 10'=" 8 8 �t 8 ' 4 4 -ter yrG. ---------i- / - - \ s ,20-X..80 H _ _ 8 4 8 _ 8 4 4 60 X 9b, � 6�1. ` 6 6 10 1 .0 10 p 5 S 5 i 72•X.9Ei` Y�sl g t 4 i '8 ti$ "t 10 5 :'_ 5 5: 96-X_.96 110}_ i 10 { 10 i1: ! +J }} `f10 ` n 5_: 5 5 x? t: 120 X..96 1� ( ? 10 ( .10 I r 10 i� {}.+ij. 1 5 5, 60 X120 6 12 1 .12- . 121 6 6 b - x t.• cEz , 72 .X-12C - - �12 7 95"X 120 % - t , i 1 + 12 -7 12 12 6 7 1/8 X 80 , 12 12 := 12- 8 8 f: 8 4 4 1'J I/4 X 20 14 - 24 14 8= -9 - 8 4 4 4 X -3le 8 i 4 /8 X.'_5 6 12 +? 12 1J ( 10 10 i Tr- 4118 95i0 r J LL 1Y 10 1 ' I � r3 + + 12 ! 3 J r8 14 i 1 ;5 :/II { Iy ,�3•:X ;12u _; 32 i? •,' ic.'=:°} 3 5/4 X:120 14 tFT 12 II! j 1 71�4t '4 X 8 7.147 14:, Yi a _i fi - _ `` 4 :89 1/4 X .8v 16 ` 15 " +b :8:'� 8 4 -' 12 1C '1—Al , yl� } CC�1�Q 1 C11~St f 1 41 114 X 9`_: 14 lh 10 5 t5 - --riQ �"t',_,, N'RY_OF +'L lG I .89 1/4 X 96 16 15 t6 10 10 ( 10 5 5 5 Y 13ULK w_ - �..a� 4yCHDR QUANTI T IE_�- i17 1/4 X 120 12 12 12 12 12 12 5 7 . 8 41 1/4 X 120 _...14 .. ._ ...14.... _._. 14; 12 12 12 5 7-* 8 - ?99 1/4 X 120 16 16 19'. 12 12 12 5 7 8 - - s� � F�- QII7A EXTRUDERS 'T }�tl 06 - E i 7X51 iL41 QIIN wW. DisGYLAO - •_ scn.[..� ...� ..._. w .FLEXp027 .;;...•r..r..it#:.,.,++t;...7M..:w,...d>:.i..e.� :s.rK._sw!fi.w:.,c...t::.: •.�.� .. .. ...,x._.,.•�-.....:.M PE:LICfTaE.►w.AM2 n..wL w.;....a ...._.., wcw LL„0.,, a¢n•r:e►x'..,,-..-:.n..� Aim Olt $' 'w a: .-�.. ^:� .tit ;ii..• _.'a'•3',;.. u.. ? + �� `'# ais4 fa i�idrit s`) •#""" lam. _. X1/4 ,MA)Zf"VS TVEEN`z"SNEA �4 � '� 1 �TV0 BY�V�D°eE .iG �tlkal t} SF k, r.s* "Er.y� :. T1lINDOVYIDTr r- n"y :SHIN:-SPACE , .n' a BY-O7HERS * ..�_ r ,� , {. t fY-r. < c ^-SY-OTHERS _ .:, �s� F t _'i e s' �.;•i xr,:t- �ye'i}. 1a. exf+C� v x I t4 36.3.it{1 c. ry �y ♦/�y�� ^ _$. eit .^.` '{: — -3K.✓`: .t/. t{ •: �S�tILQ•. lir WOOD �;"=-` 'S~ }.-:,:4T C " r"•' ` ..rj'.• Ft ,•'" s3 <-`. } :-� <...A. i •' -a-'-.._' •`!'-ai ;•. -"STUD Ys B `OTNERS t „ SHIM AS REQ'D ;' t r.". i'ti ['r`:iSu�,CSEE`ftvOTES) N •. •tC1iOR f 111-~}.j�� -- �! 'r� F,LA�.�'N .S ------ _ .._ V MIN. J.. ' . `1!4' MAX. t < GLAZING CTYP.) -� RIMET£R SHIM SPACE ,}M1 (SEE NOTES)CAULK OTHERS i },•: • '..:•`i - ..� SHEATHING FIN TYPE _: BY OT HES - -..._ WINDOW FRAME_ CAULK BETWEEN HEADER FIN TYPE WINDOW FIN GLAZING CTYPJ WINDOW FRAME 6 SHEATHING CS EE NOTES) WINDOW JAMB PERIMETER INSTALLATION ANCHOR CAULK WIDTH A BY OTHERS REV 88 WOOD SC -- -- - STUCCO 1 t - BY OTHERS t - SUILAING PLANS DCAMIN R e\r .� :� t REVIEWED FOR SECTION B H S CODE COMPLIANCE -- - - : ---KEEP THIS PLAN_O"I NOB 24. O,CG I; MAX. CTYPJ %EQUALLY SPACE 7 _ i APR `l,5 20QZ.' WINDOW ANCHORS CTYPJ t HEICrlT: ---- - GLAZING CTYPJ �•.` t - -— NOTFc: ' ulldmg t Zon' g Ins ectio spiv zx FL — 1) SHIM AS R_0 0. AT EACH INSTALLATION ANCHOR (SEE NOTES)` 1 ,. :.I } ` MAX. ALLOWABLE;SHIM STACK TO.GE:.1/4 - -�- 2) WINDOW FRAME MATERIAL- ALUMINUM'ALLOY 6063. Examiner S�gnatuygl Q�t I 3) INSTAL1AnON ANCHOR MUST 6E OF SUFFICfEN1.LTH. Lkense No. C Tt• ��� A 6' MAX.—� TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD BUCK. YP.) 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN FIN TYPE 6' MAX. CTYP.) _ _ AT"HEAD. SILL & JAMBS. -- WINDOW FRAME 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL,. AROUND PRIOR OF WINDOW FRAME. SILL.-' _ ELEVATION 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, 'TMETER MARBLE SILL USE ANCHOR OUVfTTY LISTED WITH NEXT LARGER SIZE. CAULK r STOOL V'-W 0 FROM EXTERIOR 7) GI./LSS THI( Un' vrv'Y PFa n4c pcctriR �rc1 nc ETHERS BY OTtiL^i 8) FLORIDA EX—IRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.. - -�- THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNG WiNUOWS. » .ICHOR CREW TWO BY WOOD COMPLIES WITH FBC CHAPTER 17 SECTIONS 1707.4.4.1 FOR BY OTHERS ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002 =EEN FLORIDA EXTRUDERS INTERNATIONAL,FORD. FLORIDAINC FIN SHEATHING SANFORD, FTA -LING BY OTHERS I'MIN. TITLE: INSTALLATION DETAIL W/k8 SCREWS SECTION A-A EMBEDMENT ��\�6� SINGLE HUNG FIN WINDOW - SERIES 1000. 1500; L 2000 PRFPAafD BY: 4R46EAf J. 4GDALEO,AY _�'_i ;. •2_ s + ow,�woo DRANK BY.FLA PE LKXNSE 14M M BB APPROVED BY: t t... ; 'r� n.' % 4 °- DATE 12/13/02 ' SCALE:N-T..5 :: D1TG. t EJ(0026 SHT: 1 OF 2 fi : m k t _ �„' a j � ����-.•zr�w-...�'�`}�� '• r i pay ' - r _ _. r ,:"YZ o ;:e.r dagM > p�xwar.+•-•r.C.!.'r'..• ..,vn«p.,r 1.>Rr•c`?t�.++r•:eer„2..1 i iA . C - - '3, s Ow i '? •' , .� Y ��y$,i�r �cryJ y.M . .. .. .. ,. „,,... ,. .. -.. +.+.,`•^%A•'N 7wdal[ �� +:: ;�L. �r�Ywwnraww�.+wtrrr�✓,�w.n �..awc.w.ra..,.w:w..�wwrw+ . r aw '- ,��rr�w� +�� INSTALLATION 'ANCH0R CHART (STI ,QUANTi'Tl' IN Q0ANTITYixIN im.IS1r it 'Si., � Y4 t ' / :'l+ M � ��fT& .SILL CALL.. WIN DO � SIZE SIZE ;UP TO 70 PSF UP-70 70P �' � . 2024 tk 23 1/2 X .27. 1/2 �' z 2030 ,4" a' 23 1/2 X ,35 1/2 Y t I 2'...., f;.T'' 2 a 2038 23 1/2X..,43 1/2 '..: 3 F`; 2 h " 2040 23 1/2 X;47 1/2 2044 1 23 1/Z X 51 1/2 2 ,.. 3 �M 2050 23 1/2 X 59 1/2 Y , ',uw, 2060 ,T l X23 1/2 X;71 ,1/2 {r2`'` . 4 rfi� 2070 r� ;. 23 .1 2 X 83 1 21:. 2 ' 2424 ,I>a ';: .27 1/2 X 27t 1/2 .. , 2 ' t:1t' 2430 27 1/2 X 35 1/2 2 2 a 2438 >; 27 1/2 X 43 1/2 ` 2' 3„a1,q {II "'� fti ti 2440 �: ::27 1/2 X .47 1/2 2, 3 2444 27 1/2 X 51,--1/2, 2`: 3 ti .;7s �,;:��1 2450 27 1/2 X,59"-'1/2,' 2 . 3 2c5 x ,`. 2460 27 1/2 X 71.'t/2 .z 4.. C' L, �, r� 2470 27 1/2 X 83 1 2 4 1�r ' 2624 3t 1/2 X 271,1/2 : t _' 2 2 Vl 2830 .31 1/2 X 35 -1/2 `2 2 1 s@ 1 +` 2838 31 1/2 X 43, 1/2 ' s; 2 ' 2$40 31 1/2 X 47 '1/2 2 3 M1 ' 2844 31 1/2 X 51 t 1/2 tfti, "; 2 . 3iisal ; 1T 2850 31 1/2 X 59 1/2 . 2 2860 31 1/2 X 71 1/2: 2 2870 31 1 2 X 83-1 2 '4 3024 35 1 2 X Z7 1 2 , 2 k ; 3030 35 1/2 X 35,'1/2 2' 2 ," � j 3038 35 1/2 X 43 1/2 ; ' <z z. 3 , t' .. 3040 35 1/2 X 47-1/2 ':r 2 3 .„ ! 3044 35 1/2 X 511/2 , , 2 . ' . 1 . 3 3050 35 1/2 X 59-1/2 2 3 3060 '35 1/2 X 71.',1/2 �! 2:. 4 3070 35 142 X 83 1/2 4 3424 39 1/2 X 27:,1 2 , 3; r 2t � + 11th ., •: z f 3430 39 1/2 X 3.5 1/2 3 } n " " 3438 39 1/2 X 431.1/2 3 3 ` xut 3440 39 1/2 X 47 .1/2 ., f , ,.3 3 +�r`s`L 24 n 1 3444 39 1/2 X 51 ;1/2 3 •`�y � F ^_ 345p 39 1/2 X 59:,1/2 R 'J^rr= 3460 39 1/2 X 71 1j2 . .3;. 4 3470 39 1/2 X 83 '1/2 3' ' rr 4 3824 43 .1/2 X 27.;.1/2 t 3830 43 1/2 X 35 -1/2 3 t 3838 43 1/2 X 43 1/2, 3 .. 3 l Mme. 3840 43 1/2 X 47J/2 , 3 3 . : JSii 3844 ` �43 1/2 X 51',1/2 3 3850 43 1/2 X 59 ._1/Z 3.. 3 j� 3860 43 1/2 X 71,.1/2 3 . = 4 {,- �'4 43 1/2 X 83. 1 2 �,' .•„ 3..'. 4 is . r ' • 4024 rx�l 3 ,: 2 ;1 {, 4030 j 47 1/2 X 35:1/2 3 2 , , 47 1 2X4.3 1 2 r _ ._ . M r 4038 / / 1 3 s� . r , . 4040 47 1/2 X 47 1/2 3. 3 f' v 4044 47 1/2 X 51..1j2 .;3 , 3 . �� 4050 47 1/2 X 59 1/2 3' S, 3 4060 47 1/2 X 71 :1/2 3 4 �' t 47 1 2 X 83_.1/2 i" 5 t PREPARED .BY:ROBERT J, JI kkLtO, P.E. 1451 SUNNINCOALE WAY. ORLANDO,'FL`32928 FLA PE LICENSE NO, 49752 j FYI i; ING ta - +>. Y"m TV0 8Y VmD 1/4'MAX. VSNDOV V[DTH SHIM SPACE CAOLK ICTVEEN +' 'TV0 BY VOOD YINDOV FIN �•';.:: e+ "_ BY OTHERS t SHEATHING Xxf^'bc .SH7N AS REQ'71. r VINIWY'VI N��''^^'TT tSEE NOTES) .. 7/4 N SPACE X 1• h (TYP.7 SHIMA SHIM AS Rt:G'A ViN7JV 1 ". � CQUALLY (SEE NOTES) ttCSGHTYYY•./' TYlj FIN TYPE !{ 13 111 13 VSNDOV{-BANE - -} .. } HEAR - ' 6• M.) 24 O.C. j+(r.—tTYP� - mml*tK.IAN$—'N F MAX tTYPJ - CLAZIk TTYP.) - ;- t •-TtEVILl`. -7 FO`Z 6'MAX'YTYP: <_EE A•0TE i) fKRIMETER CODE C0.,VLI NCE:' EwLK L s Ear«^us Yi(L.P THtS r' '1 C1 10a - E� ATIQN EY OTHERS'; $Y OTHERS -Y�Es`.=.�ffiJ1c, i iCh riN TYPE Vi�OV STUCCO OR I S 2��2 t rRaNE sl_:.G Y I4 T LLA APR _ _ OTHERS A K.�.'; OVe SCPEV E�7Trg8Z m..g h,e d kz.,fl. , •at 1RAMC ir LL 1)tHIM AS REQ C.A.CJU-U£T TO C"IN!T ALUTION ANCHOR.wx AiiCNA6LE S11M STACK TO 1 BE 1/4. MAR$LE SifL ',wNDOW F.s -h- 1-A_I-V;M�M ALLCY 6CEJ. S70OL EY �.}f� �TICti wLr5 EE OF SUf.CIENT LTH.TO ACH;LV s E-L�—�i�T Gf 1- 1 I OTHERS Ir,L 1rOOD f"JwE w,:4oEC USE SILSCONi ED A,-RTLIC CA"FOR PERIMETER Fat A7 OU D, t1 h.RAMP.$. USE Sil1CONi.,S KRYs1L•GtLri-K fOR PERIMETER SEAL AROUND CXi.R10R GF WINDOW Ff.A.A/E 114' SH:M E)CLA—�THICXNESS MAY VARY PFR THE REQUIREMENTS OF ASTW 0:500 GLASS CHARTS. SPACEMAX.MAX, 7)INSTALL WS 9-LOTION FASTENERS AT 6-MAX. FROM CORNERS AND MAX.24'O,C.MICH PRESSURE CAPACITY OF INSTALLATIONS,WITH ANCHOR SPACING AS'STATED.IS 70.0 PSF FOR ALL.AVAILABLE SIZES UP TO 73'X 71'MAX COMPLIES VITH FHC CHAPTER 17 SECTIONS 1707.4.4.1 FOR SHIM AS BEC';. `3 ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY, i (SEE NOTES) CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002 �TYO OTHERS }TEV DESCRIPTION DATE INH IN ! }�aZ TERNATIONAL INC -ZING BY aTFLORIDA EXTRUDERS ERS CMBERMEDMENT STANFORD. FIARIDA SECTION A—A TITLE:INSTALLATION DETAIL V/«8 SCREWS HORZ. SLIDING FIN WINDOW - SERIES 1000 wa•6' `6= DRAWN DY:D8 APPROVED BY: n`µrc°OGmscw'as»a - DATE:12/17/03 SCALE:N. T. S.OaC: FLEX0028 i ! - SHEATHING ,•him �--Vwav VIDTH {--1/4'MAX. Hr DT(CRS [HBGDMEriiSPACE TNEGN VWD FRAHM � SHIMVWDFRAMING FIN t BY DINERS - BY OTHERS •1. .. _ SHEATHING S19M AS KVD - - HY DT1&"1tS (SEE tXMJ . "Ace GLAZING ,•;;� CSEE NOTE 6) INSTALLATION ANGFDR AK U BUILDING PNS EX(AMINCR tB SCREV RS REVI=M)FOR ".'.t':';;'`-' CAULK 3'TVEEN FIN TY?E CODE CO.MPLIA4LE EXTERIOR F'.' FRAME KEEP THIS PUN ON 108 t$H_A Hnc StCTIQN- 13-13 '�EXTER F'NISN APR FIN TTPC PERIMETER BY UT(3 ---v FRAME 11 CAUL-K - UTIs Ix��-Ia, etLi08' •fl - BTC HERS 17 SHIM AS REVV-AT EACH INSIA7 OY -tvNtl LOAD BEARING SKU.MWC.hLOWA-'L:SHIM f,sit_ STA(]!TO BE 1/4', - C A_I2 _. _ - IA:emf Na C-1>1 ., 2)WINDOW FRAU`C MATERNL_AUJUINEM ASG"601— CSE£NO=c> - - 3)INSTALLATION ANCI-,0R5 MUST EE OF SUI—,`7E\; !. . EXTERIORBUCK .. C.cHCTH TO ACHIEVE MIN.£MBE'M NT OF 1' i • HEIGHT VINDOV VI::TH INTO WgOO PRAML I 4) USE SRICONI E0 h-RttiC CAL"FCS PTRfkCTER SE&AROUND FX-t—RiOR OF W:N.0 FR-'- ` ! �• 6)GLASS SSS THICKNES'MAY VARY PER+7"OIP. 11E1'IS I / I OF ASTV ET300 CLASS CHARTS. '•I A214C TS hOWN 145',MING CLASS 7)FLOR--,Ik EXTRU 2000 5--'AJES x:}_;CT'UF= HE, W;NOOW 1S 5h +.THLS PRINT A,O AFIJES FLN TYPO 7 THE FtORt..A NOEAS SDGO A� 175D SFs IESV:NIDV FRAME t PKTiIRE WVhUOW1118) SPACE INSTALLATION ANCHORS AT 6'MAX. �� iY20M CORNERS Mt0 MAX.24'O.C.;ESICN t SULK tr PRESSURE CA!ACCSY OF WSTALI-03NS,WIN { ^ERS li !ICHOR SPAC)NG AS STATED,.4S 70.0 PSF FOR AU.AVAILABLE SIZES UP TO 73'X 71'OR ? b}'X 9S'OR 129•X 37-,)/B'MAX. 'QEV T 9)wINLMW UNIT CAN 6E MULLED TO OTHER UNITSELEVAI IQtr L51NO ALUMINUM TUBE MULI)ON.SEE-MUUUON t VIDVE:0 FROM EXiFRIOF - NtSIAl1AiICN SHEETS FOR REOWfiFi4ENTS. f! SHIN AS RECD. f 114•MAY- COmPLI_S V[TH FBC CHAPTER 17 SECTEONS 17C7. 4* FOUR .(SEE RTES) ANCNGR:NG RECUIRENENTS AND 1707.4.2 FOR MA''CJJNRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES. MARCH [, 2002 VO(TD FRAMING r T'� T�A EXTRUDERS + �I+�j . LK BETVECN, -• THIN. BLKK BY OTHERS - r FLORIDA"QSlIUt1 I:�X l it lU lJ Ei1S INTERNATIONAL, INC VINDOV Fin t - SANFORD, rLOR1DA I 1 SHEATHING ' CHBCOHENT SHEATHING �4"? TIS INS IALLAT!DN DETAIL W/ #9 WOOD SCREW BY OTHERS FIXED FIN WINDOW -• SERIES 1000/2000 SECT!0N A-A Pxr n+a�T SI �A �o r YY DRAWN BY;&S MPROV£D by; DATE:1/1;iJQ2 SCALP.:N'. T. S.D1/G.:FLEXQQ20 K tctM[b.+ftll JOB SITE HANDLING Spreader bar for Warning larger trusses GENERAL Familiarity with the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY TRUSS PLACEMENT PLANS (if required by the CONSTRUCTION DESIGN DOCUMENTS) is Proper banding and smooth ground allow for unloading of trusses without damage.This should be required to properly erect,brace,and connect the trusses to the building system. done as close to the building site as possible to minimize handling.DO NOT break banding until instal- All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. if the trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING,ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUBSTANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE. THE MAJORITY OF TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning meeting,making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARYERECTION BRACING DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND Trusses are not marked in any way to identity the frequency,or location of temporary erection bracing. All temporary bracing shall comply with the latest edition of Commentary and Recommendations for Handling,Installing&Bracing Metal Plate Connected Wood Trusses(HIB),pub- lished by the Truss Plate Institute,and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. PERMANENTTRUSS BRACING If trusses are stored vertically,they shall be braced in a If trusses are stored horizontally,blocking should be used Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should manner that will prevent tipping or toppling.Generally, on eight to ten foot centers,or as required,to minimize be shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracing locations for individ- cutting or the banding is done just prior to installation. lateral bending and moisture gain. ual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the building or erection contractor,This bracing is needed for the proper performance CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO AVOID DAMAGING TRUSSES. of individual trusses within the roof or floor system.The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer,and is in addi- During long term storage,trusses shall be protected from the environmentin a manner that provides tion to the permanent bracing plan,which is also specified by the building designer. for adequate ventilation of the trusses.If tarpaulins or other material is used,the ends shall be left open for ventilation.Plastic is not recommended,since it can trap moisture. HOISTING ALL TRUSSES THAT ARE ERECTED ONE AT A TIME SHALL BE HELD SAFELY IN POSITION BY THE ERECTION EQUIPMENT UNTIL SUCH TIME AS ALL NECESSARY BRACING HAS BEEN t INSTALLED AND THE ENDS OF THE TRUSSES ARE SECURELY FASTENED TO THE BUILDING. AVOID LATERAL BENDING � 60° 60° or ass or less 1 ptross lie gl h �� Approx. :; Tagline SPECIAL DESIGN REQUIREMENTS Tagline up to 30 feet up 112 o300fee Special design requirements,such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls,or other load transfer elements and their connections to wood trusses must be considered Truss sling is acceptable where these criteria are met. separately by the building designer,who shall determine size,location,and method of connections for all bracing as needed to resist these forces. SPREADER BAR UNLOADING & LIFTING SPREADER BAR TOE IN TOE IN AVOID LATERAL BENDING TOEIN TOE IN I�Approx.7/2 to 2/3_..I Approx.1/2 to 2/3 I_ truss length 1 'JI F" truss length �{ up to 60 feet U p to 60 feet Tagline Tagline Use spreader bar in ALL other cases.It should be noted that the lines from the ends of the spreader bar"TOE IN";if these lines should"TOE OUT"the truss may fold in half. max. STRONGBACK/ STRONGBACK/ SPREADER BAR SPREADER BAA NEVER HANDLE TRUSSES FLAT I Beginning with the unloading process,and throughout all phases of construction,care must be taken Fes- Approx.2/3 to 3/4 �f Approx.length 3/4 9 9 9 P 9 P I truss length I __11111 �L_--. truss length to avoid LATERAL BENDING of trusses,which can cause damage to the lumber and metal connector over 60 feet over 60 feet plates at the joints. Tagline Tagline USE SPECIAL CARE IN WINDY WEATHER. For lifting trusses with spans in excess of 60 feet,it is recommended that a strongback/spreaderbar be IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE,CONTACT THE LOCAL POWER used as illustrated.The strongback/spreaderbarshou(dbeattacttedtothe(opohotdandwebmembets COMPANY. at intervals of approximately 10 feet.Further,the strongback/spreader bar should be at or above the mid-height of the truss to prevent overturning.The strongback/spreader bar can be of any material with IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT,CONTACT THE AIRPORT 30 DAYS PRIOR sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bend- TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. ing of the truss. FILE COPY 24_0_0 10-0-0 _ 29-0-0 co C\2 — J3 J2 J1 J4 J4 J4 0 J4 ' J4 " J4 J4 VJ4 VJ4 VJ4 VJ5 VJ6 VJ7 CC CC co -- 28-0-0 4-8-0- � 30-4-0 a N yYA ?J (' P4 " 'VIGERS. lAITB F' F I L E C Ca', 77; ' r BEGINNINGTHE ERECTION PROCESS IS WEB MEMBER PLANE."X"BRACING,AS SHOWN, DO NOT USE SHORT BLOCKS TO BRACE IS CRITICAL IN PREVENTING TRUSSES FROM INDIVIDUAL TRUSSES WITHOUT A ftis important for the builder or erection contractor to provide substantialbracing for the first truss erected.The twoormore LEANING OR CESSION O REPEATAS NISHOWN TO SPECIFIC BRACING PLAN trusses making up the rest of the first set are tied to and rely upon the first truss for stability.Likewise,akar this first set of CREATE A SUCCESSION OF RIGID UNITS. trusses is adequately cross-braced,the remaining trusses installed rely upon this first set for stability.Thus,the perform- DETAILING THEIR USE Continu ante of the truss bracing system depends to a great extent on how well the first group of trusses is braced. lateral����X_bracing GROUND BRACE-EXTERIOR GROUND BRACE-INTERIOR One satisfactory method ties the first unit of trusses off to Another satisfactory method where height of building orWeb mem a series of braces that are attached to a stake driven into ground conditions prohibit bracing from the exterior is to max. max. the ground and that anchored.The ground brace tie the first truss rigidly in place from the interior at the 41CN itself should be supported as shown below or q is apt to floor level,provided the floor is substantially completed X-bracing should be installed on vertical web members buckle.Additional ground braces in the opposite direc- and capable of supporting the ground bracing forces. wherever possible,at or near lateral bracing.Plywood tion,inside the building,are also recommended. Securely fasten the first truss to the middle of the build- sheathing may be substituted for X-bracing. Note:Locate ground braces ing.Brace the bracing similar to exterior ground bracing for first truss directly in line shown at left.Set trusses from the middle toward the end Web members ky *45' ith all rows of top chord con- of the building.Properly cross-brace the first set of truss- to russ- V1eo nuous lateral bracing(either as before removing floor braces and setting remaining oyt'iy 20 Brace the BRACING REQUIREMENTS USING THE emporary or permanent). trusses. P°Q eye f bracing SAME PRINCIPLES APPLY TO 2nd,3rd&4th trusses PARALLEL CHORD TRUSSES First truss c 4 minimum Temporary support well �o or temporary scaffolding m'* me* (helps when installing `o m'D* Bottom chords - /y First truss to be well long clear span trusses) `" Ground brat braced before erection Note:To chords and some web members are not I additional units. shown,in order to make drawings more readable. Brace the bracing Ground bracing Lateral Bearing for trusses a�QQo�,a STACKING MATERIALS Ground stakes Minimum Two 16d od a°ey ocS Double Headed Nails e ojZ�dtvO.y DO NOT PROCEED WITH BUILDING COMPLETION UNTIL 2x4 minimum size �ett�Oo ALL BRACING IS SECURELY AND PROPERLY IN PLACE L. o spa e�eso�eis,o so�m:,eros This level represents Platform must 1 1/2" enetration ground floor on single � story applications "2beidly braced d Chord C INADEQUATE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF ERECTION DOMINOING. TT ERECTION TOLERANCE NEVER STACK MATERIALS ON UNBRACED Proper distribution of construction materials is a must L 8 *1„ Length Length OR INADEQUATELY BRACED TRUSSES during construction. Lesser of Length D/5o or 2" \ Acceptable ,10 Length 16'.to 32' =1" Length 16'&over =1" against out- Plumb Bob Length 32'&over=2" Length 32'&over=2" side load bearing wall t.. Complying with erection tolerances is critical to achieving..an acceptable roof or floor line,AND TO ACCOMPLISHING EFFECTIVE BRACING.Setting trusses within tolerance the first time will prevent the need for the hazardous practice of respaeing or adjusting tweess when roof sheathing or roof purlins are installed.Trusses leaning or bowing can cause nails Acceptable to miss the top chords when sheathing is applied,and create cumulative stresses on the bracing,which is a frequent cause over load of domtnoing.WHEN SHEATHING,MAKE SURE NAILS ARE DRIVEN INTO THE TOP CHORD OF THE TRUSSES. NEVER STACK MATERIALS NEAR A PEAK bearing wan BRACING ( Always stack materials over two or more trusses. )� a� NEVER STACK MATERIALS ON THE Not to exceed 4'0"maximum from bearing C CANTILEVER OFATRUSS 40" 4o" 9 DO NOT INSTALL TRUSSES DO NOT WALK ON DO'NOT WALK ON TRUSSES INN ED ARILY UNBRACED TRUSSES OR GABLE ENDS LYING FLAT CONNECTED SUPPORTS ' direction f All anchors,hangers,tie-downs,seats,bearing ledgers, of nailing etc.,that are part of.the supporting structure shall be. nails ! accurately and property.pieced and permanently � brace sinple Roofing and mechanical contractors are cautioned to SS stack materials only along outside supporting members attached before.truss installation begins.No trusses. or directly over inside supporting members.Trusses are shall ever be installed on anchors or des that have tem- not designed for dynamic loads(i.e.,moving vehicles). j direc -Of CB Porary connections to the supposing structure. clrection NEVER OVERLOAD SMALL GROUPS OR Extreme care should be taken when loading and stacking construction materials g, equip- Bali q p -!—. NAILING SCABS TO THE END OF THE BUILDING TO SINGLE TRUSSES.POSITION LOAD OVER (rolled roofing,mechanical a ui- BCli. iling BRACE THE FIRST TRUSS IS NOT RECOMMENDED. AS MANY TRUSSES AS POSSIBLE. ment,etc.)on the roof or floor system. AN nailing of.bracing should be done so that nails are NAILS IN WITHDRAWAL—,driven perpendicular to the direction of fame,as shown WELL NAILED (PARALLEL TO FORCE)-at right (PERPENDICULAR TO FORCE) Sleeper BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Temporary erection bracing must be applied to three planes of the roof system to ensure stability:Plane 1)Top Chord Panel point (sheathing),Plane 2)Bottom Chord(ceiling plane),and Plane 3)Web Member plane or vertical plane perpendicular to trusses. Sleepers for mechanical equipment should be located at NEpanel points(joints)or over main supporting members, 1)TOP CHORD PLANE.Most important to the builder or 2)BOTTOM CHORD PLANE.In order to hold proper VER CUT ANY STRUCTURAL and only on trusses that have been designed for such erection contractor is bracing in the plane of the top spacing on the bottom chord,temporary bracing is ret- MEMBER OF A TRUSS. loads chord.Truss top chords are susceptible to lateral buckling ommended on the top of the bottom chord. before they are braced or sheathed. CAUTIONTop Chord NOTES Web Web members lateral bracing Continuous lateral � Errors in building lines and/or dimensions,or errors by others shall be corrected by the contractor or responsible con- bracing Continuous struction trade subcontractor or supplier BEFORE erection of trusses begins. ateral Bottom 'or Diagonal ratio bracing Bottom Chord Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by the builder or erection ton- g g„ Minimum 2x4x10' tractor. Minimum 2x4xl 0' 6 lateral bracing lapped I' bracing lapped 'i over two trusses at Any field modification that involves the cutting,drilling,or relocation of any structural truss member or connector late shall 8'to 10' P over two trusses a each end. not be done without the approval of the truss manufacturer or a licensed design professional. each and. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses SAFELY in place in a completed structure.These recommendations for bracing wood trusses originate from the collective expe- ence of leading technical personnel in the wood truss Industry,but must,due to the nature of responsibilities involved,be presented 45° only as a GUIDE for use by a qualified building designer,builder,or erection contractor.Thus,the Wood Truss Council of America 2D'• expressly disclaims any responsibility for damages arising from the use,application,or reliance on the recommendations and informa- tion contained herein. 20'• Connect end Selected text and figures referenced or reproduced Not to scale. of bracing to rigid from He and DEB by permission of the Truss Plate Diagonal bracin support or add diagonal Institute,Madison,Wt. repeated every 0'at bracing at approximately 20' 450 angle to trusses' intervals(repeat at both ends).' Long spans,heavy loads or other spacing configurations WOOD TRUSS COUNCIL OF AMERICA EXACT SPACING BETWEEN TRUSSES SHOULD BE may require closer spacing between lateral bracing and T^^ One WTCA Center MAINTAINED AS BRACING IS INSTALLED to avoid the closer intervals between diagonals.Consult the building hazardous practice of removing bracing to adjust spat- designer,HIB,DSB(Recommended Design Specilication 6300 Enterprise Lane ing.This act of"adjusting spacing"can cause trusses to /or Temporary Bracing of Metal-Plate Connected Wood Madison,WI 53719 topple if connections are removed at the wrongtime. Trusses) or WTCA's Truss Technology for Builders 608/274-4849•608/274-3329 fax Temporary Bracing flyer. wtca@woodtruss.com•www.woodtruss.com DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! Copyright 01986-2001 Wood Truss Council of America e,e:,z DESIGN LOADS Roof Loading (Cd= 1.25) o TC - I Top Chord Live Load 20 psf Top Chord Dead Load 7 psf of 1 Bottom Chord Live Load 10 psf � Bottom Chord Dead Load 5 psf ILE Copy Floor Loading (Cd= 1.00) J Top Chord Live Load 40 psf z TRUEnUSS Top Chord Dead Load 10 psf x ® �®�� Bottom Chord Live Load 0 psf a _ Bottom Chord Dead Load 5 psf ®USE 0 � 7-0-0 Wind Loading (Cd= 1.60) F ASCE 7-98, 3s Gush 120 MPH H ��� Exposure Category ILE o Importance Factor Copy Partially Enclosed a a. VJ7 Special Floor Game Room) Loading (Cd= 1.00) 0 Top Chord Live Load 60 psf r VJ6 Top Chord Dead Load 10 psf Bottom Chord Live Load 0 psf VJ5 Bottom Chord Dead Load 5 psf Maximum Floor Truss Spacing 16' o.c. b o VJ40 Y) VJ4 Design loads were provided by the building designer o aai U z a\2 ti c This drawing is not sufficient alone for installation. U o rn o x VJ4 Additional instructions accompanying this drawing, including HIB-91, should be used in conjunction w �1 Q VJ4 with the architectural and structural plans during z installation. If HIB-91 has not been shipped to w VJ46 the site with the components shown on this page, m VJ4cq Please contact Apex Technology for a free copy. 0 z z The Design Loads above were provided by the `IJ4 Engineer of Record. Q o a rz o VJ4 The Engineer of Record is instructed to sign the z w Pa O w singature block to the right indicating his a Q Ca a VJ4 favorable review of the truss documents in F w 5 z H o accordance with Board Rule 61G15-30.006(3). He z w Q Ca z w v z cn rz) VJ4 shall also indicate his license number and address � M E" 0 W w 0 X Z on this page. 0 a W M Q U Uo a w 0 0 VJ5 Permanent bracing of the roof sytem, including x VJ6 gable truss bracing, is the responsibility of the w Engineer of Record for the structure or the F VPbuilding designer. w a All trusses (including trusses under valley framing) a must be completely decked. w �J� All valleys are to be conventionally framed by w builder. — b0 All trusses are designed for 2' o.c. maximum spacing, unless otherwise noted. ¢� All walls shown on placement plan are considered o to be load bearing, i_inless noted otherwise. F FILAEF � r, ¢ c7 0 a DO NOT SCALE THIS DRAWING z x H 1/21/03 W ¢ JEFFREY P. ARNESON P.E. No. 58544 FILE COPY t Project NAME: MAIN ST 5-199 Lot: Subdivision: County: Duval Building Code:FBC2001 Computer Program Used MiTek 5.0 s FILE CGeneral 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 21 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 Building Designer, perANSI/TPI 1-1995 Section 2. Name: Jeffrey P.Arneson License#: 58544 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 0202959 ROOF PLACEMENT PLAN NO TRUSS ID# DATE 1 0202959-CJ 1 01/17/03 2 0202959-GE01 01/17/03 3 0202959-J1 01/17/03 FILE Copy 4 0202959-J2 01/17/03 5 0202959-J3 01/17/03 6 0202959-J4 01/17/03 7 0202959-T1 01/17/03 8 0202959-T14 01/17/03 9 0202959-T2 01/17/03 10 0202959-T3 01/17/03 11 0202959-T4 01/17/03 12 0202959-T5 01/17/03 13 0202959-T6 01/17/03 14 0202959-T7 01/17/03 15 0202959-T8 01/17/03 16 0202959-T9 01/17/03 17 0202959-VCJ2 01/17/03 FILO- CPTY 18 0202959-VJ4 01/17/03 19 0202959-VJ5 01/17/03 20 0202959-VJ6 01/17/03 21 0202959-VJ7 01/17/03 ROOF TRUSSES 0202959 + PROFILE QTY PITCH TYPE BASE REACTIONS PLY TOP BOT-1 ID O/A GIRDER 109-10-13 Joint 2 Joint 4 Joint 5 • 1 4.241 O.00I Cil 09-10-13 469.0 tbs. 205.5 tbs. 453.4 tbs. -524.71bs. _501.0 Ibs. -414.1 tbs. _ j GABLE 32-00-00 Joint 2 Joint 11 - -1 6.001 3.001 GE01 32-00-00 1415.1 bs. 1415.1 tbs. - -- -1565.1tbs. -1565.0-lbs. �.JA 05-400 Joint 2 Joint 3 Joint 4 2 6.00 0.001 11 05-00-00 298.1 Ibs. 115.9 tbs. 71.9 tbs. -303.7 tbs. -300.4 tbs. 0.0 tbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J2 03-00-00 223.7 Ibs. 52.3 Ibs. 41.9 Ibs. -281.2 tbs. -168.3 tbs. 0.0 tbs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 2 I 6.00 0.00 J3 01-00-00 174.8 lbs. 100.1 tbs. 14.4 tbs. 315.0 Ibs -31.6 Ibs. 0.0 Ibs. JACK 07-00-00 Joint 1 Joint 2 Joint 3 Joint 4 7 6.00 0.00 J4 07-00-00 358.4 tbs. 546.8 tbs. 145.1 Ibs. 101.9 tbs. -128.6 tbs. -782.3 tbs. -344.4 tbs. 0.0 tbs. 1 � GIRDER 32-00-00 Joint 2 Joint 9 2 Ply 6.00 3.00 T1 32-00-00 2326.5 tbs. 2220.1 Ibs. 2163.3 tbs. -2150.5 tbs. 1 l GIRDER 32-00-00 Joint 2 Joint 9 ' 2 Ply' 6.00 3.00 T14 32-00-00 2849.2 Ibs. 2849.2 Ibs. 3586.1 tbs. -3585.7 tbs. SCISSOR HI 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T2 32-00-00 1415.1 Ibs. 1415.2 Ibs. -1433.8 lbs. -1433.8 tbs. 32-00 00 �- -1 6.00 3.00 SCISSOR HI 32-00-00 J1415._1 Ibs. Joint1415.2 tbs. 1477 5 Ibs 1477.5 Ibs. SCISSOR HI 32-00-00 Joint 2 Joint 9 1L 3.00 T4 - 32-00-00 - int 21tbs. 1415,2 I -1515.6 Ibs. 1515.6 Ibs. PIGGYBACK 32-00-00 Joint 2 Joint 11 1 6.00 3.00 T5 32-00-00 1415.1 tbs. 1415.21bs. -1548.0 Ibs. 1548.0 Ibs SCISSOR 32-00-00 Joint 2 Joint 10 6 6.00 3.00 T6 32-00-00 1415.1 tbs. 1415.2 tbs. -1562.2 lbs. -1562.2 tbs. SPECIAL 32-00-00 Joint 2 Joint 11 3 6.00 3.00 T7 32-00-00 1083.4 tbs. 1751.3 tbs. -1274.61bs. -2237.1 tbs. SPECIAL 32-00-00 Joint 11 Joint 16 3 6.00 3.00 T8 32-00-00 1550.3 tbs. 1288.7 tbs. -2088.4 tbs. -1719.3 Ibs. SPECIAL 32-00-00 Jo nt 2 Joint 9 8 6.00 3.001 T9 32-00-00 1 i4 5 bs. 1415.1 tbs. -1562.2 Ibs. -1562.'f Ibs. GIRDER 09-10-13 Joint 2 Joint 4 Joint 5 3 4.24 2.12 VCJ2 09-10-13 464.2 tbs. 180.7 tbs. 482.1 tbs. -517.2 tbs. -417.3 tbs. -501.4 tbs. INVERTED 07-00-00 Joint 2 Joint 4 Joint 5 13 6.00 3.001 VJ4 07-00-00 378.1 lbs. 44. 231.7 tbs. IL- 11 -429.5 Ibs. -106.3.3tb1bs. -276.41bs. ,ROOF TRUSSES 0202959 PROFILE QTY PITCH TYPE BASE REACTIONS PLY TOP I BOT ID O/A INVERTED 05-00-00 Joint 2 Joint 3 Joint 4 VJ5 05-00-00 357.3 tbs. 118.9 tbs. 9.7 tbs. -429.4 tbs. -213.2 tbs. 0.0 tbs. JAJ6CK 03-00-00 Joint 2 Joint 3 Joint 4 —� j 6 6.00 3.00' V 03-00-00 223.7 Ibs. 52.3 Ibs. 41.9 tbs. -279.2lbs 170.3lbs. O.Olbs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 6 6.00 3.00 VJ7 01-00-00 174.81bs. 93.1 tbs. 14.4 tbs. L �� 308.0 Ibs. 32.21bs. 0.0 Ibs. _ Job Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 Cil ROOF TRUSS 1 1 (optional) ; TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:18 2003 Page 1 -1-to-00 0-0-0 5-2-5 9.1613 1-1610 5-2-5 4-&9 _� p Scale;':;Is.z 2x4 4.24 12 3 'T1 / 1 2 31 L� 1 5 45= 3.4= 1-11-13 9-1613 0.0-0 5-2-5 9-1613 5 2-5 F9-9 1-10-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.31 2-5 >372 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.47 2-5 >247 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 5 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 6-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=206/Mechanical,2=469/0-4-15,5=453/Mechanical Max Horz2=519(load case 2) Max Uplift4=-501(load case 5),2=-525(load case 2),5=-414(load case 3) FORCES (ib)-First Load Case Only TOP CHORD 1-2=34,2-3=-608,3-4=49 BOT CHORD 2-5=573 WEBS 3-5=-624 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 501 Ib uplift at joint 4,525 Ib uplift at joint 2 and 414 Ib uplift at joint 5. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Use SIMPSON LS30 atjoint#4,#5 to attach jack truss to girder. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-54.0 Trapezoidal Loads(plf) Vert:2=-2.8-to-4=-133.6,2=-0.0-to-5=-74.2 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0 Horz:1-2=-116.4 Trapezoidal Loads(plf) Vert:2=-7.6-to-3=138.1,3=112.5-to-4=240.0 Horz:2=7.2-to-3=-149.4,3=-123.8-to-4=-260.8 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37.1 Horz:1-2=-45.5 Trapezoidal Loads(plf) Vert:2=-33.3-to-3=112.5,3=138.1-to-4=265.7 Horz:2=32.8-to-3=-123.8,3=-149.4-to-4=-286.4 Continued on page 2 r Job Truss Truss TypeOty�j Ply MAIN STREET 5-199 ! i i 10202959 Cil ROOF TRUSS 1 1 o tional) J TRUE TRUSS INC.,JACKSONVILLE FL, 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:18 2003 Page 2 LOAD CASE(S) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0 Horz:1-2=-116.4 Trapezoidal Loads(plf) Vert:2=-7.6-to-3=138.1,3=102.2-to-4=229.7 Horz:2=7.2-to-3=-149.4,3=-113.5-to-4=-250.5 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26.8 Horz:1-2=-35.2 Trapezoidal Loads(plf) Vert:2=-43.5-to-3=102.2,3=138.1-to-4=265.7 Horz:2=43.1-to-3=-113.5,3=-149.4-to-4=-286.4 Job Truss Truss Type ty Ply i MAINS 5-199 -- iOQ 10202959 I GE01 ROOF TRUSS 1 1 _ ((optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:19 2003 Page 1 0.0-0 438 7-8-18-2-14 9-8-1 11-&112-2-4138-1 15-B-11fi-0-017-8-1 19-8-1 21-1-1321-8-1 23-8-1 258-126-3-1127.8-1 32-0.0 4-3-8 3-0-9 0-6-13 1-53 2-0-0 0-6-3 1-5-13 2-0-0 0.,3-15 1-8-1 2-0-0 1-5-12 0-8-A 2-0-0 2-0-0 D-7-9 1-4-7 4-3-15 Sale=7:57.0 45= 7 6.00,12 i 6 3x4 JT�, — 8 6.12 M1120H9 N, 5 - �Tp4 1 3' 1 W7 9 W9 8 7 T6 !��1 S4 2 5T 3 4x8 i 4 1 1 4x5 W 10 3 -92.. -.— 4 S 5 WS 11 q 2 6x12 - 4 a 17 _ - �.-- 84_ _i_. 121a i d 1 4x5- 6x12 M1120H= 4.51 15 14 13 4x8 3.00 12 4x8= 7x8= 1-59 33.5-9 0.0-0 438 7-8-1 8-&1 11-&112-2-4 13-8-1 158-118-0-0 17-8-1 19-8-1 21-8-1 238-123-8-12258-1 27-8-1 32A-0 4-38 3-0-9 2-0-0 2-0-0 p53 1-5-13 2-0-0 15 1-8-1 2-0-0 2.0-0 2-0-0 0-Or11 1-11-5 2-0-0 _ 4-3-15 7- Plate Offsets(X Y)' 3 0-4-11] [20-3-13 0-0-131 [11'0-4-0 0-1-15] [13'0-4-0 0-1-12] 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) 0.73 17 >518 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.90 16-17 >423 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.33 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:249 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) *Except* TOP CHORD Sheathed or 2-7-1 oc purlins. T2 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 2-8-15 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 5-17,7-16 B1 2 X 4 SYP DSS WEBS 2 X 4 SYP No.3 *Except* W2 2 X 4 SYP No.2D,W3 2 X 4 SYP No.2D OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 11=1415/0-3-8,2=1415/0-3-8 Max Horz2=330(load case 4) Max Upliftl 1=-1565(load case 5),2=-1565(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-6223,3-4=-6223,4-5=-6253,5-6=-2290,6-7=-2290,7-8=-1542,8-9=-2284,9-10=-2535,10-11=-2535, 11-12=16 BOT CHORD 2-17=5847,16-17=2806,15-16=57,6-16=-215,14-15=0,13-14=1801,11-13=2310 WEBS 4-17=-440,5-17=3448,5-16=-897,14-16=1421,7-16=1405,7-14=243,8-14=-604,8-13=540,9-13=-363 NOTES 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)All plates are M1120 plates unless otherwise indicated. 5)All plates are 2x4 M1120 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1565 Ib uplift at joint 11 and 1565 Ib uplift at joint 2. 9)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 ^I 10202959 J1 ROOF TRUSS 2 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:20 2003 Page 1 as-o o-ao 6 5. 1-4-0 5-0-0 i Scale=1:13.2 I JJ 6.00 F12 "1 T1 2 1 — 01 — 4 1.5-9 2x4= 5.0-0 0-0--0 _ 5.0-0 SA-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 0.44 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) 1 st LC LL Min Udefl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 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 ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 3 and 304 lb uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard _ _ a 11 Job Truss Truss Type Qty Ply MAIN STREET 5-199 10202959 J2 ROOF TRUSS 2 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:21 2003 Page 1 3 -1-4-0 0-0-0 3 i 1-0_0 3-0-0 -- Scale=1:0.4 t � 8.00112 ti T1 2 - 31 1 4 2x4= 1-59 34)D 0-0-0 340 3-0-0 1-4-0 - 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 >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/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=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 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)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. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 �10202959 J3 ROOF TRUSS 2 1 1 � ' o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:1121 2003 Page 1 _1.40 0-0-0 1 0 14.0 1-0.0 i -- Scale=15.6 i 6.00;12 2 i 91 T1 1 4 20= 1.5-9 1.0-0 0.10 1-0.0 1-o.p 1-0-0 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Ildefl 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 Horz 2=1 1 5(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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 315 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard _ e ob �Tr,ss Truss Type Qty Ply i MAIN STREET 5-199 0202959 J4 ROOF TRUSS 7 1 I o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MU 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:22 2003 Page 1 -1-40 1-4-0 7-0-0 0-0.0 3 7-0-0 Scale=1:17.3 l 6.00 ffT d T1 I 2 B1 1 4 3x4= 6 g 7-0-0 0-()-0 7-0-0 7-0.0 1.4-0 Plate Offsets(X Y)'-[2.0-1-8,0-11-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 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) 1st LC LL Min I/deft=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=-129/0-1-8,3=145/Mechanical,2=547/0-3-8,4=102/Mechanical Max Horz2=423(load case 5) Max Upliftl=-129(load case 1),3=-344(load case 5),2=-782(load case 5) Max Gravl=358(load case 5),3=145(load case 1),2=547(load case 1),4=102(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=87,2-3=50 BOT CHORD 2-4=0 NOTES (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)Bearing atjoint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 Ib uplift at joint 1,344 Ib uplift at joint 3 and 782 Ib uplift at joint 2. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard iJob Truss Truss Type —iQty I ply MAIN STREET 5-199 0202959 �Ti ROOF TRUSS 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ (optional) 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:23 2003 Page 1 -14-0 0.0.04-38 7-0-0 12-11-7 1-4-0 4-3-9 28-8 5-11'7 6-1 3 1&0.9 511-7 25-0-0 27-8-8 32-0-0 0 2_8.8 _ 4 3 8 ¢p3 Scat.=1:57.7 6x8= 2x4 II 3x4= 8x8= 4 5 6 7 6.00 12 3x4� —rr-- - W4 WS W4 S W4 3x4 O Io 3 W2 W2e s N 2 �[1 17 18 18 19 15 20 21 14 13 22 23 12 t1 9 10] 6x8= 3x4= 3x8= 4.8= 3x4= 3x4- 6x8= a 3x8; 3.0012 3x8 1-59 33.59 0.0.0 4 0.8 4-38 28-8 7-0-0 5-11-7 12-11-7 19.0.9 250-0 27-8-8 32-0-0 1-40 5'11-7 2-8-8 4-3-8 t 1-ao Plate Offsets(X Y): [4:0-4-0,0-1-151,[7:0-4-0 0-1-15] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.64 13-15 >596 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.53 13-15 >719 BCLL 10.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.31 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:375 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-7-8 oc purlins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* B2 2 X 6 SYP DSS,B3 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2326/0-3-8,9=2220/0-3-8 Max Horz2=178(load case 4) Max Uplift2=-2163(load case 4),9=-2150(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-7989,3-4=-6379,4-5=-7625,5-6=-7625,6-7=-7438,7-8=-6006,8-9=-7585,9-10=31 BOT CHORD 2-17=7209,16-17=7192,16-18=5648,18-19=5648,15-19=5648,15-20=7438,20-21=7438,14-21=7438,13-14=7438 13-22=5324,22-23=5324,12-23=5324,11-12=6831,9-11=6845 WEBS 3-17=1474,3-16=-1538,4-16=1661,4-15=2133,5-15=-333,6-15=201,6-13=417,7-13=2282,7-12=1448, 8-12=-1513,8-11=1433 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows 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 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 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2163 Ib uplift at joint 2 and 2150 Ib uplift at joint 9. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Special hanger(s)or connection(s)required to support concentrated load(s)429.51b down and 347.71b up at 7-0-0,177.41b down and 106.91b up at 9-0-12,177.41b down and 106.91b up at 11-0-12,349.21b down and 347.71b up at 25-0-0,97.11b down and 106.91b up at 13-0-12,97.1 lb down and 106.91b up at 15-0-12,97.1 lb down and 106.91b up at 16-11-4,97.1 lb down and 106.9Ib up at 18-11-4,and 97.1 Ib down and 106.9Ib up at 20-11-4,and 97.1 lb down and 106.9Ib up at 22-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Continued�A$a�gZ54.0,4-7=-54.0,7-10=-54.0,2-17=-30.0,11-17=-30.0,9-11=-30.0 Job Truss =ROOF uss Type Qty Ply MAIN STREET 5-199 0202959 'T1 TRUSS 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL, 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:23 2003 Page 2 LOAD CASE(S)Standard Concentrated Loads(Ib) Vert:16=-429.5 15=-97.1 13=-97.1 12=-349.2 18=-177.4 19=-177.4 20=-97.1 21=-97.1 ^2=-97.1 23=-97.1 Job Truss Truss Type Qty !Ply MAIN STREET 5-199 0202959 i T14 ROOF TRUSS 1 2 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:23 2003 Page 1 -14-0 4.0-0.0 4-3-8 438 2-6-8 7-0-0 5 2-0 12.24 43-4 165-8 4 3-0 20-8-12 25.0-0 3280 33-4-0 4-3-4 7.0-0 1-40 Scale=1:57.7 8x12 MII20H= 2x4;I 3.4= 3.4= 5x5= 4 5 6 7 8 6.00 12 3x4 1, _ I _ - I 3 W4 WS 'p W 8 1I 1"' -{ W6 ISA I f dt 2 16 15 7x12= _ 9 d 7x8- 3x4- -. - -. __- 1016 lig 111 5x8 13 12 11 4x5= 3.00 12 214 II 4x12= 3x4= 69 33-5-8 0-0-0 4-3_8 4- 1 4- 68 7-p 287-0-012 2 25-0-0 5-2-4 43-4 16-5-8 66-8 7-0-0 32-00 3' 1-4-0 --- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.75 14 >505 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) 0.71 14 >536 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.64 Horz(TL) -0.33 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:385 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-2-6 oc purlins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* B4 2 X 6 SYPSS WEBS 2 X 4 SYP No.3 "Except* W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=2849/0-3-8,9=2849/0-3-8 Max Horz2=182(load case 4) Max Uplift2=-3586(load case 4),9=-3586(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-10332,3-4=-7611,4-5=-9338,5-6=-9338,6-7=-7169,7-8=-4879,8-9=-5553,9-10=18 BOT CHORD 2-16=9396,15-16=8840,14-15=6738,13-14=135,5-14=-614,12-13=0,11-12=6389,9-11=4968 WEBS 3-16=2399,3-15=-2251,4-15=1790,4-14=2872,12-14=7344,6-14=2529,6-12=-1793,7-12=995,7-11=-1903, 8-11=2084 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows 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 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)All plates are M1120 plates unless otherwise indicated. 6)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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3586 Ib uplift at joint 2 and 3586 lb uplift at joint 9. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Girder carries hip end with 7-0-0 end setback 10)Special hanger(s)or connection(s)required to support concentrated load(s)539.Olb down and 864.01b up at 25-0-0,and 539.0lb down and 864.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-10=-54.0,2-16=-30.0,15-16=-30.0,14-15=-65.3,11-13=-65.3,9-11=-30.0 Continued on page 2 Job =T14 Truss Type Qty Ply MAIN STREET 5-199 0202959 ROOF TRUSS 1 12 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:24 2003 Page 2 LOAD CASE(S) Concentrated Loads(lb) Vert:15=-539.0 11=-539.0 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=247.9,8-9=67.1,9-10=30.5 Horz:1-2=-57.9,2-4=-49.3,8-9=75.5,9-10=38.9 Drag:4-5=1.7,7-8=-2.1 Concentrated Loads(lb) Vert:15=864.0 11=864.0 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=247.9,8-9=40.9,9-10=49.5 Horz:1-2=-38.9,2-4=-75.5,8-9=49.3,9-10=57.9 Drag:4-5=1.7,7-8=-2.1 Concentrated Loads(lb) Vert:15=864.0 11=864.0 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=212.0,8-9=63.4,9-10=26.8 Horz:1-2=-116.4,2-4=-107.7,8-9=71.8,9-10=35.2 Drag:4-5=1.4,7-8=-1.8 Concentrated Loads(lb) Vert:15=864.0 11=864.0 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=212.0,8-9=99.3,9-10=108.0 Horz:1-2=-35.2,2-4=-71.8,8-9=107.7,9-10=116.4 Drag:4-5=1.4,7-8=-1.8 Concentrated Loads(lb) Vert:15=864.0 11=864.0 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-10=-14.0,2-16=-30.0,15-16=-30.0,14-15=-65.3,11-13=-65.3,9-11=-30.0 Concentrated Loads(lb) Vert:15=-539.0 11=-539.0 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-14.0,4-8=-117.6,8-10=-54.0,2-16=-30.0,15-16=-30.0,14-15=-65.3,11-13=-65.3,9-11=-30.0 Concentrated Loads(Ib) Vert:15=-539.0 11=-539.0 Job Truss Truss Type Qty PI4 MAIN STREET 5-199 -- 0202959 T2 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJo tional 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:24 2003 Page 1 -14-0 0.0.0 4-3-823A-0 27-8-8 4-8-8 9�0 48- 13-8-0 1-4-0 4-3-8 0 18 4-8 0 -0-0 4-8-0 4-e-8 4 3 8 32-0.0 33-4-0 1.4-0 Scale=1:57.7 5x5= 3x4= 3x4= 54= 4 5 6 7 6.0012 --- 3x4 W4 5 W W4 I^ 3 3x4 8 W2 W2 2 1 15 14 13 12 11 B 6x8= 3x8= 5x5= 3x8= 6x8= 101$ 3x8= 3.00 F12 3x8 1-59 33-5-8 0.0-0 4.3-8 4-3.8 4-8-8 &0.0 7-0.0 16-0.0 23-0-0 27-8.8 32,0-0 1-40 7-0.0 4-8.8 4-3-8 1>-0 Plate Offsets(X Y): (2:0 3-4 0-1-8] [4:0-2-8 0-2-4] [7 G-2-8 0-2-4] [8 0-0-0 0-0-0] [9 0-3 4 0-1-8j[11 0-0-0 _80-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 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/deft=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 BOT CHORD 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 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 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard [Job Truss Truss Type Qty Ply MAIN STREET 5-199 I I 0202959 I T3 ROOF TRUSS 1 1 L� (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:25 2003 Page 1 -ice-0 0-0.0 5-1415 11-0-0 16-0-0 21-0-0 26-1.1 32-0-0 33-4-0 1-4-0 5-10.15 5-1-1 5-0-0 5-0-0 5-1-1 5-10-15 1-4-0 Scale=1.57.7 48= 2x4 it 4x8= 4 5 6 6.00 F124x5 4x5 i W4 W4 W 7 3 W2 W2 2 n d 14 13 12 11 10 0l1 6.8= 3x4= 5x8= 3x4= 8x8= 3x8 3x8= 3.00 F12 1-5.9 33-5-9 0-0-0 4-3-8 11-0-0 21-0-0 27-e-8 32-0-0 43-8 8-8-8 5-0-0 SO-0 6-8-8 4-3-8 1-40 -16-0.0 1-4-0 Plate Offsets LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.47 12 >808 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.51 10-11 >744 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.33 8 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-4-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=141510-3-8,8=1415/0-3-8 Max Horz 2=-251(load case 5) Max Uplift2=-1478(load case 4),8=-1478(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4569,3-4=_2322,4-5=-2318,5-6=-2318,6-7=-2322,7-8=-4 569,8-9=16 BOT CHORD 2-14=4170,13-14=3089, -14=4170,13-14=3089,12-13=2093, 11-12=2093,10-11=3089,8-10=4170 WEBS 3-14=1515,3-13=-1085,4-13=561,4-12=303,5-12=-262,6-12=303,6-11=561,7-11=-1085,7-10=1515 NOTES 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)2,8 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 8. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job—Truss Truss Type qtyPly MAIN STREET 5-199 J0202959 T4 ROOF TRUSS (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:26 2003 Page 1 -1-0-0 0.0.0 4-5-4 8-7-52 13-0.0 18A-0 23-4-4 27-6-12 32-0-0 33-0-0 1-4-0 4-5-4 4-Z-8 4-4-4 6-0.0 4-0-0 4-2-8 4-54 1-4-0 Scale=1.57.7 4.5= 54- 5 6 5x5 5x5 8.00 12 4 7 W5 �d 2x4 I W3 W3 2.4 11 8 3 I 2 15 14 13 12 11 loll 1' 1 6x8= 3x4= 3x4= 3x8= 6x8= 4x8 3x8 3.00 F12 1-59 33-59 0-0-0 4-38 130-0 19.0-0 27-8-8 32-0-0 438 Ge-8 &o-0 8-8-8 4-3-8 1-4-0 - 1-4-0 ----------- — ------- --- — ------ — --- - --- Piste Offsets(X Y) [5:0-5-8 0-2-4] (5:0-2-8 0-2-4] [9:0-3-4 0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.52 14 >734 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.69 14-15 >550 BCLL 10.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.35 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:167 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15,7-11 REACTIONS (Ib/size) 2=1415/0-3-8,9=141510-3-8 Max Horz2=-287(load case 5) Max Uplift2=-1516(load case 4),9=-1516(load case 5) FORCES (ib)-First Load Case Only TOP CHORD 1-2=16,2-3=-4603,3-4=-4525,4-5=-2037,5-6=-1837,6-7=-2037,7-8=-4525,8-9=-4603,9-10=16 BOT CHORD 2-15=4182,14-15=2376,13-14=1837,12-13=1837,11-12=2376,9-11=4182 WEBS 3-15=-80,4-15=2110,4-14=-694,5-14=635,5-12=0,6-12=635,7-12=-694,7-11=2110,8-11=-80 NOTES 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 at joint(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)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qt Ply i MAIN STREET 5-199 0202959 I T5 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:27 2003 Page 1 d-2-6 7-6-14 10-11-5 15-0-0 17.0.0 21-0.11 24.5-2 27-9-10 32-0-0 38-4-0 1-4.0 4-2-6 3-4-7 3-0-7 4-0-11 2-0-0 4-0.11_ 3-4-7 3-0-7 4-2-6 1-0-0 Scale=1.57.0 5x5= 5x5= 6 7 —T2 2x4 II ` 8 W/ 214 II 5 W5 \ W5 8 6.00;7T I 3x4 i W 3x4 9 4 W3 W3 2x4 15 3 5x5 _B4— ry 16 4 3x8% 3x8 2 ' 17 13 11 % 3x4 3x4 12,m 1 3.00 F112 a 48; 48 1.5.0 33-5.9 00-0 5.10.10 10.11-5 16-0-0 21-0-11 2r," 324)-0 5-t0-10 5-0.11 5-0-11 5-0.11 5-0-11 5.10-10 1-4-0 1-0-0 Plate Offsets X 0-2-8 04 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.75 16 >507 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.72 15-16 >530 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.53 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:167 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-0 oc purlins. BOT CHORD 2 X 4 SYP N0.2D BOT CHORD Rigid ceiling directly applied or 3-1-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16,7-14 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=-4513,3-4=-4375,4-5=-3730,5-6=-3733,6-7=-2913,7-8=-3733,8-9=-3730,9-10=-4375,10-11=-4513, 11-12=16 BOT CHORD 2-17=4098,16-17=3861,15-16=2788, 14-15=2788,13-14=3861,11-13=4098 WEBS 3-17=-66,4-17=293,4-16=-432,5-16=-208,6-16=988,6-15=780,7-15=780,7-14=988,8-14=-208,9-14=-432, 9-13=293,10-13=-66 NOTES 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)2,11 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)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job j Truss Truss Type Qty Ply MAIN STREET 5-199 10202959 T6 ROOF TRUSS I6 1 (opt TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:27 2003 Page 1 -1-0-0 aao 4-7-7 8-0-15 12.2-8 16.0-0 19-9-8 23-7-1 27-4.9 32-0-0 33-4-0 1-4-0 4.7-7 3-9-8 3-" 39.8 3-9-8 3-9-8 3.9-8 4-7-7 1-0-0 Scale=1,57.0 44= 6 30 3x4 5 7 W5 W5 6.00 12 3x4 W 4 3X4 8 4 W3 W3 2x4 14 2.4 3 5.8= 9 1 V lry 15 3 3x4= 3x4; 12 10 �1 2 4 3x6, 3.41 11�d 81 3.00112d 4x8 4x8= 1-5-e 33-5-9 0-0-0 5-10.10 10-11-5 16.0-0 21-0-11 26-1.6 121-1 540-10 5-0-11 5-0-11 5-0-11 5-0-11 s-10-10 1-0-0 - 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 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 SCLL 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/deft=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 (lb/size) 2=141510-3-8,10=1415/0-3-8 Max Horz 2=-341(load case 5) Max Uplift2=-1562(load case 4),10=-1562(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 BOT CHORD 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 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 It;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)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 6-199 0202959 T7 ROOF TRUSS 3 1 (optional)_ TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:28 2003 Page 1 -i-4-0 0-0-0 5.10.10 10-11-5 16.0-0 20-10-425 28-7-0 32-0-0 33-4-0 1 4-0 5-10.10 4-10-4 4-10-4 2-10$ 3.5-0 13-0 5-0 11 5-011 1.57.0 05= 5 3x4 5x8 4 6 6.00 r$ W4 W6 3.4 i 2x4 II 3 W2 13 5z8= 3x8 W 8 14 �i 3x4� W 64 15 4x12 ii A g III 2 2x4 I 10;$1 1 3.00 12 3x4= 4x5 1 4x5= 1-5-9 33-5-9 0.0-0 5-10-10 10.11-5 16-0-0 25-8.8 32-0-0 5-10.10 5-0-11 5-0.119.8-8 6-3-8 1-4-0 1'4'0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.57 12-13 >539 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.85 12-13 >363 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.22 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS (Ib/size) 2=1083/0-3-8,11=1751/0-3-8 Max Horz2=342(load case 4) Max Uplift2=-1275(load case 4),11=-2237(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3118,3-4=-2321,4-5=-1442,5-6=-1442,6-7=1395,7-8=1395,8-9=562,9-10=16 BOT CHORD 2-15=2846,14-15=2846,13-14=2140,12-13=791,11-12=-1948,7-12=-207,9-11=-500 WEBS 3-15=162,3-14=-686,4-14=365,4-13=-824,5-13=1017,6-13=548,6-12=-2635,8-12=-1251,8-11=578 NOTES 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 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 1275 Ib uplift at joint 2 and 2237 Ib uplift at joint 11. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 �T8 ROOF TRUSS �3 1 -(optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:29 2003 Page 1 .14-0 0-0-0438 10-1-12 160-0 20.10-4 25-8-8 28-7-0 32-0-0 33-4-0 14.0 4-3-8 5-10.4 5-10-4 4-10-4 4-104 2-10.8 3-5-0 14.0 Scale=1:57.0 5z5— 5 4x8 1 3x4 8 6.00 12 4 W3 W5 3.4 II 5.5 i 13 5x8= 4x5 3 W B 14 A 4x5= c 3 00 6x12 1" g 2 . 12 01 -.IRxS> 10:x1 1 3z4= 3x4— 11 3x4 11 45= 1-5-9 4-0.0 2&5-9 0-0.0 4-38 10-1-12 16-0.0 25-8-8 32-0-0 4-3-8 5.10-4 5-10-4 9-8-8 6-3-8 1-4-0 —32b 1.4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (10c) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.31 9 >237 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.35 10 >47 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.15 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-14,6-12 REACTIONS (Ib/size) 16=1289/0-3-8,11=1550/0-3-8 Max Horz 16=-342(load case 5) Max Upliftl6=-1719(load case 4),11=-2088(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=573,3-4=-1238,4-5=-1043,5-6=-1025,6-7=1175,7-8=1321,8-9=557,9-10=32 BOT CHORD 2-16=-444,15-16=-1254,3-15=-985,14-15=-642,13-14=1097,12-13=592,11-12=-1674,7-12=-311,9-11=-448 WEBS 3-14=1635,4-14=-189,4-13=-170,5-13=562,6-13=346,6-12=-2008,8-12=-1071,8-11=425 NOTES 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 1719 Ib uplift at joint 16 and 2088 Ib uplift at joint 11. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard IJob Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 I T9 ROOF TRUSS 8 1 I I(optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:30 2003 Page 1 -1-4-0 1-0-0 0.0.0 4-3-8 8-2-14 12-24 16." 21-1-13 26-3-11 32-0-0 33-4.0 1-4-0 4-3-8 3-11-0 3-11-6 3-9-12 5.1-13 Si-13 5 8-5 1-0-0 Scale=1'.57.0 4x5= 8 2x4 II I 5 3x4 7 6.00 12 W 5x5 G 4 2x4/9 W3 6 W, 8 8 2x4 II 3 W WS d 2 15 6x12— 101 M d 1 6x8= — 48 13 12 11 4x5= 3 00112 2x4 11 3x8= 3x4= 1-5-9 33-5-9 0.0-0 4-3-8 12-2.4 16-0-0 23-8-12 32-0-0 4-3-8 7-10-12 3.9-12 7-6-12 8-3-0 1-4-0 - 1-4-0 — -1 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) -0.48 14-15 >791 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.69 14-15 >548 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:183 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15,6-14 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=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=-4603,3-4=-4527,4-5=-2146,5-6=-2146,6-7=-1479,7-8=-2106,8-9=-2303,9-10=16 BOT CHORD 2-15=4182,14-15=2491,13-14=57,5-14=-213,12-13=0,11-12=1693,9-11=2043 WEBS 3-15=-66,4-15=2004,4-14=-708,12-14=1363,6-14=1301,6-12=229,7-12=-548,7-11=446,8-11=-231 NOTES 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)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)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 5-199 0202959 VCJ2 ROOF TRUSS 3 1 _ (optional) i TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:30 2003 Page 1 -1.10-10 0.0.0 3-5-4 5-10-9 ".5 910-13 1.10-10 3-5-4 2-5-6 3-10-11 0.1.8 Scale=7'19.9 4 3x4 s 3 4.24112 i� W2 � T1 62 r i 8 5 5x5= 45= d 2 1 3x4 5 2.12 F12 1-11-13 910.13 0." -5-4 3-10.12 3-5-4 6-0-1 910-13 2813 1.10-10 1-i Plate Offsets(X Yp [2:0-0-12 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 0.44 Vert(LL) 0.08 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.08 2-6 >999 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.04 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=181/Mechanical,2=46410-3-8,5=482/Mechanical Max Horz2=523(load case 2) Max Upl&4=417(load case 5),2=-517(load case 2),5=-501(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-1260,3-4=44 BOT CHORD 2-6=1186,5-6=1104 WEBS 3-6=412,3-5=-1165 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=loft;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)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 Ib uplift at joint 4,517 Ib uplift at joint 2 and 501 Ib uplift at joint 5. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Use SIMPSON LS30 at joint#4,#5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0 Trapezoidal Loads(plf) Vert:2=-2.0-to-4=-133.6,2=0.0-to-6=-45.2,6=-45.2-to-5=-74.2 Job Truss Truss Type Qty Ply MIN ASTREET 5-199 0202959 VJ4 ROOF TRUSS '13 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:31 2003 Page 1 -1-4-0 0-0-0 4-5-4 4 7-0-0 14-0 4-54 2-6-12 Scale=1:17.0 i 3.41, 3 d 6.00'112 W T1 I, 82 B1 5 6525= g 2 3x4= W i 3.00 12 1 1-5-9 7-0.0 0-0-0 4-3-8 7-0-0 4-3-8 2-8-8 14.0 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) -0.02 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >399 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/defl=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 8-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=44/Mechanical,2=378/0-3-8,5=232/Mechanical Max Horz 2=41 0(load case 4) Max Uplift4=-106(load case 5),2=-430(load case 4),5=-278(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=516,3-4=41 BOT CHORD 2-6=431,5-6=383 WEBS 3-6=205,3-5=-428 NOTES (5) 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)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. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 Ib uplift at joint 4,430 Ib uplift at joint 2 and 278 Ib uplift at joint 5. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss Truss Type J Qty Ply MAIN STREET 5-199 �I 0202959 VJ5 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:31 2003 Page 1 -1-4-0 0-0-0 3 S 4-0 5-0.0 Scale=1-.13.2 IN' I 6.00 r12 d T1 — 112 B1 4 5 3x4= 2 3.00 12 3x4= 1 1-5-9 5-0.0 0.0-0438 4 3 8 0.&6 50.0 1-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) [/deft 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/deft=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.21) 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 Horz3=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 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)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. 3)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. 4)Non Standard bearing condition. Review required. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard bJoTruss Truss Type Qty Ply MAIN STREET 5-199 IL 0202 ROOF TRUSS 6 1 optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:11:32 2003 Page 1 3 -1-4-0 0-0-0 3- 1-4-0 3-D-0 ' r- 6 00 cale6.00 f1-2 T1 I B1 2 4 �d 3 00 12 3x4 1 1-5-9 3-0-0 0-0-0 3-0.0 3-0-0 1-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] 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 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)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. 3)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. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss TypeQty Ply STREET 5-199 0202959 i VJ7 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inca Thu Jan 16 09:11:32 2003 Page 1 .1-4-0 0-0-0 1. 0 1-0-0 7-0.0 Scale=1:5.6 2 6.00 12 1 d T1 1 .ia 3x4% 3.00112 4 1 1.5-9 1-0-0 0-0-0 1-0.0 1-0.0 1-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (toe) Vdefl 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 0.01 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 1/den=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=112(load case 4) Max Uplift3=-32(load case 5),2=-308(load case 4) Max Grav3=93(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-4=3 NOTES 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)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. 3)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. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard