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HomeMy WebLinkAboutApplication for Building Permit Certificate of Zoning Compliance_mergedOFFICE USE sONLY:DATE FILED: PLAN REVIEW FEE: RECEIP NO:: QU T Y PERMIT NUMBER: CONCURRENCY FEE: ..X- O RECEIPT NO • CERT. CAP NO ALL INFO MAST BE COMPLETE Si FILLED IN TO BE ACCEPTED CcGy� ST. LUCIE COUNTY PUBLIC WORKS a of Iry J(�?� ® ' BUILDING & ZONING DEPARTMENT e:7>1-,A U 4r�P�l °y 2300 VIRGINIA AVENUE '20R10P FORT PIERCE, FL 34982-5652 561-062-1553 KI m . 6� APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE n2�l8! PROJECT INFORMATION � )9D N, 1. LOCATION/SITE ADDRESS: _1 }i t r)vS YI L vlpr } �) eP 2. S/DNAME: Meeis T 104y)ds SITE PLAN NAME: AllardiG—rruss'Co);.+A. 3. PROPERTYTAXID#: f33!o'�I- pOb D D� 4. LEGAL DESCRIPTION (attach extra sheets if necessary): NOf kb, q5-1; 0 Ff. G� 5 p N }� "/if )e55 fcr Aoolri 4Canat to Zvi n i n 5ec 36 "rer�nsh'v +} Bch e39 E 5i; Lucie i-��I r -- Coun9-4,) FL 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK 9/� 95. NO. NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. 13.06 A{.'. LOTDIMENSIONS tf °i 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: C FRS ' 047 c e� 1+ 11. SETBACKS(ACTUAL) FRONT: BACK: RIGHT LEFT t' I SIDE 7 SIDE: I D/ 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL P4 COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: (7Tr I G Oi4�cc-5�08'}'r tick-5,08� `r 14. Sq. FUCONSTRUCTION: IN, 15. Sq. Ft. 1st Floor: Fr_ df$ ce - 3 49) r ft 16. VALUE OF CONSTRUCTION: $ _ ., The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or mo ify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION: NAME: TY) �AfI�V+'..r�s ADDRESS: 350 -E✓ei CITY: F©r+- �c;Lt�e'r t LSTATE: ZIP 30 PHONE (DAYTIME): (45fi 1-' 1-3,10 C©niotcA '�ev-Soo. Nlp `)L4 c, IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): STATE: ZIP CONTRACTOR INFORMATION h 1 1I ST. of FL REG.fCERT #: ' C> G(I 01915 5 8 / ST. LUCIE COUNTY CERT #: � Scr> T✓�,. - ' BUSINESS NAME: Dv-yai cJ'/' ed f OPT `1 ��OYi✓�1�UG1 ) �Yl �T�Ci, QUALIFIERS NAME:i ADDRESS: ;, AIR) 'Pi (l'�V L CITY: E-oqy-''1tt: Y(..exc??s,\ STATE: r1'1 r7L�7 '` t Z, tI `P 3 PHONE (DAYTIME): 1 !oIl 7� U" R$ W FAX NO. / /�S - +fP5 C" z 77A-979 -05s,9 ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: I MORTGAGE LENDER: ADDRESS: I CITY: STATE: ZIP STATE: ZIP IIMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. OWNER/CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLQRIDA COUNTY OF - A-M Ue The foregoing . ument has \acknowledged �before ms�e this day of , 20PY byQeV)gk, who i persall nRwn to me or who has produced UQ �-� identification. Signatu of ary 044D P-sy , 44k Vk? Type or Print Name of Notary Notary Public Title Commission Number STATE OF FLORIDAC/� COUNTY OF The foregoing i strument was Acknowledged before this el day of QA, 201�py, by © N, who is p sonally known to me or who has produced - T)' as identification. Signature otNotary Type of Print ame of Notary Notary Public Title ys (seal q,n��',a., JAUDREY'B.HUMPHREY'' MYMPHREY. .;OMMISSION MDD 190387 (seal) CDMMISSION DD 1 g0387.': RPIRtS March 6,2067 �Pf„fi Bma�en iPnIRN�MarCh 6' !'l Thru Notary PmNic Wder Iwls Z�J ry PUGhc UrMerty�'ters NOTE: -G QUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. BP #: as�oi/9 OFFICE USE ONLY SECTION: j TOWNSHIP: �J; RANGE: MAP NO.: ZONING: LAND USE: A,6 LOT CVG %: TAZ NO.: ��� FLOOD ZONE: FIRM MAP #: / Y 1ST FLR ELV: MAX HGT: CST TYPE: s f OCCP TYPE: MAX. OCCP: # OF FLRS: WATER: SEWER: a SPRINKLERS STORMWATE R LOT OF REC (befr 1/90) LOT OF REC (aftr 1190) LOT SPLIT LOT SPLIT REQ'D APPRV'D DECAL LIBRARY A PARKS PERMIT NUMBER IMPACT FEE IMPACT F FEE REPORT CODE ,., �� PUBLIC BLDG IMPACT FEE /QO� HABITABALE AREA RADON FEE K% (RADON) jV'! Y N ROAD GROSS ROAD//����� �j CREDIT TOTAL ROAD IMPACT ZONE IMPACT FEE &0% jS IMPACT FEE DUE SCHOOL CREDIT' .TOTAL IMPACT FEE >^ _ 6CHOOL,+��-' 1MPAC1`.FEE POLICE FEE FIRE FEE �J MISC FEES: TOTAL ,f POLICE/FIRE/ MISC. FEES Y N i ADDITIONAL SPECIFY: TOTAL ALL PERMITS FEES REQ'D REVIEWS ZONING ZONING PLANS VEGETATION SEA MANGROVE REVIEWED BY EXAMINING TURTLE DATE COMPLETE INITIALS nC $v!' 1{�ri'MANUF)kCTURINC .ir.'"�',f rv,� ,-,;E�:�r; :'�' �`,c,�;.'.�'''PL.ANT �;+ x:� �y, �fEW , - kr .>':, , �tir ;: �, �;:. ,:ei �'a'fi' �"%� ' ii�` �.c@ ,:.�"x �+ ivk:�,e1'#Iy:. i�� � HI yw <f -� w':(�''; . .t"7 � "< �oM ,�',., �,^'y'-'��;rPFyyi x, �,..E:.. x'", is ,i . +Ezzis :,�� �::� iV,��a�,. �+��'�� �;.%..h�':{re' .n�,.f�3",:.. t� sM a E .;� t� xs; ^ �t!.: Y-4;k3ir,:.r. ..:;;;.,, 8p.: ;t..: ":;*, .Ml s.4 ,:,,. F,. f ..✓@� 3 w' Flwi Y. ..-: ! S rt. t. , �y.. Y: ° �:. . ,.. .- e :y ..b: .. .., ..: ., ...�. . `e w. k. N, ...♦. �' .�.. e .i"' �' .. rp § n Y. p.�. ..,. .. % Fr ) ,. .. ..... b n R. N.. ,rA. x` , n, ,, :.. .. rt. „ e ,. t1 .i,:.. x , i. s .._ .. . 1.. r• ... _, ,. e.-. .; " ,... 9 r . ,. .'M. .f l .,.. `�`r .v .. ... .. �a u.. �,#.. rvJ x .�. ,may .... '� •, -,.,v a „° L h , ,. . ._. . ,,.. e R FT E 0 ®' W PIE1,4 LOR11DA MPLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT,' ll," 'MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODEBUIOL'IDING S.' , w SHEET INDEX ARCHITECT20 SHEET DESCRIPTION s� TEPHEN A. BROC ®1'"1/'"'+�IT�i.1T�, INC.I��. T-1 TITLE SHEET ARCHITECTS, AS-1 FOUNDATION, SLAB, FRAMING PLANS 418EI ELM AVENUE PALM ACM GARDENS, FL 33410 AS-2 STRUCTURAL NOTES AA-1 FLOOR PLAN & NOTES (a01) 622-4480 FAX (661) 630-0784 AA-2 BUILDING ELEVATIONS E-MA!L - SABAI@ ELLS®UTM. NET AA-3 CEILING PLAN LICENSE *AAC000636 AA-4 INTER,IOR ELEVATIONS & SCHEDULES AA-5 SECTIONS & DETAILS AP-1 PLUMPANG PLAN AP-2 RISERS & NOTES AM-1 H,V.A,C, PLAN ST.LUCIE LNT"YFIRE DISTR OR CONIPL` AM-2 H.V.A.C. SCHEDULES & NOTES SUBJECT FIELD PiST SEE ATTA-1 D REVISIC AE-1 ELECTRICAL SITE PLAN REVIE�VE Yp T A AE-2 OFFICE ELECTRICAL PLAN AE-3 ELECTRICAL NOTES, SCHEDULES & RISER AE-4 ELECTRICAL NOTES & SPECIFICATIONS THESE PLANS HAVE SEEN REVIEWED 93 ' IN ACCORDANCE WITH THE FLORIDA ra I��VIdYvkt� Air ctdf - � • U � BUILDING CODE. E ro �o 0 Ap.. SECT FRAMING PLAN LEGEND: WOOD ROOF TRUSS REINF CONC, BEAM, PER SCHEDULE, TYPE llRB111 OR 'RB21' (U.O.S.) WOOD 'ROOF TRUSS, COMMON TYPE AT T-0" MAX. 0, . CONT, GIRDER TRUSS, SINGLE OR MULTIPLE PLYS, DESIGN O INCLUDE SINGLE POINT AND DISTRIBUTED LOADS AS REQ'D 2-2X4 WOOD TOP T GABLE END TRUSS, SINGLE OR MULTIPLE PLYS, PER PLATE CONT PROFILES SHOWN, DESIGN TO SUPPORT HORIZ. WIND LOADS, ERECTION PLAN TO SHOW BOTTOM CHORD BRACINGAS REQ'O --HIS HIP GIRDER TRUSS --� SECONDARY TRUSS AT 2'-011 MAX, O.C., HIP SET OR VALLEY SET AS REQ'D TO PROVIDE ROOF PROFILE 2X4 WOOD STUUDS AT 1611 O.C. CONTI 2-2X4 STUDS RIDGE BLOCKING CONT., 2x4 WOOD BLOCKING AT RIDGE W/ AT DOOR JAMBS 8 CORRIDOR 3#16d TOENAIL EACH END TO TRUSS CHORD OPENNdNGS VALLEY BLOCKING CONT., INSTALL SAME AS RIDGE FLOCKING. 0 FRAMING CONNECTOR, PER SCHEDULE 2X4 WOOD BLOCKING -- DRAFT STOP AS 1/2f1 PLYWOOD APPLIED TO 1 SIDE Or TRUSS ONLY. BETWEEN STUDS CONT. EXTEND DRAFT STOP TO FASCIA ON EACH SIDE OF BUILDING AND FROM ROOF DECK TO CEILING. SEAL ALL PENETRATIONS WITH CAULK. THIS ASSEMBLY IS NOT FIRE RATED, CONNECTOR APPLIED WIND DESIGN UPLIFT UPLIFT LOAD FRAMING CONNECTOR SCHEDULE 1360 LB 728 LB - MAX SIM SON #SPH4 TIE EA, STUD, 10#10dX1 1/2 NAIL TO STUD P.T. WOOD PLATE CONT. (5 N ILS EA LEG) W/ 1/2" DIA. SLEEVE ANCHOR AT 3211 MAX. O.C. RAWL #5033 W/ 2" SQ. 775 LB 728 LB - MAX © SIMPSON #LTS 16 TWIST STRAP EA, TRUSS 6#10d x 1 1/2 NAIL STEEL WASHER UNDER TO 2-2X4 TOP PLATE, 6#1OdX1 1/2 NAIL TO TRUSS BOLT HEAD 4" CONC, SLAB W/ W.W.F. CONT. 465 LB 465 LB - MAX Q3 WOOD TRUSS TO TRUSS CONNECTOR AS SPECIFIED BY ROOF TRUSS SPECIALTY' DESIGN ENGINEER — 745 LB 565 LB - MAX ® SIMPSON #HETAL 12 TRUSS ANCHOR EACH TRUSS, CAST IN CONC. BEAM, 20#1OdX1 1/2 NAIL TO TRUSS (5 IN SEAT, 15 IN FDN F18, 3#4 HORIZ. STRAP. BARS CONT. 1890 LB 682 LB - MAX Q SIMPSON #HETAL 20 TRUSS ANCHOR EACH TRUSS, CAST IN CONC. BEAM, 10#1OdX1 1/2 NAIL TO TRUSS (5 IN SEAT, 5 IN STR:"P. 8685 LB 6710 LB - MAX © SIMPSON #HGT-3 GIRDER TIE DOWN, INSTALL WITH 2-5/411 I N T w GAL STEEL THREADED ROD ANCHORS PER ASTM A36 OR A302, SET EACH WITH EPDXY KIT, EMBED 711 MINIMUM, HILTI #HEA 3/4X6 5/8 OR EQUIV. '�� F. A R I N C�.m L L `1A 1/2" = 1'-O° PLYWOOD ROOF SHEATHING J W 12 CONNECTOR = PER ROOF 5 FRAMING PLAN a WOOD TRUSS 'f 4-611 RB1 d -* q RB1 0 P T. 2x', rv: .EDGER 7 J CONT. / 1/4" SHANK 3/411 LG TAPPING 2 -0 „ ANCHOR TO RB1 TRUSS 8'lx8" P/C CONC AT 3611 MAX. O.C. ENDS LINTEL, 8° MIN. CONT. BEARING EACH 2x10 WD JAMB, PER FASCIA LINTEL SCHEDULE CONT. _ O 811 CMU WALL W/ REINF. CELLS, o SPACING PER PLAN 2'-0" SQ. CONC. SILL W/2#3 HORIZ. BARS #5 DOWELS AT — EA. FILLED CELL :4" CONC. SLAB #4 HOOK BARS) 20" 6'-Ol' LG AT 3211 O.C. 30" CONT. y ID #5 DOWELS AT—�, EA. FILLED CELL U W K N 0 411 CONC. FIN. i SLAB GRADE 11- 01_011 N _ F20 04 HOOK BARS 20 F30 6'-0" LG AT 3211O.C. 30 CONT. SECTION: TYPICAL AT WINDOW OPNG SC: 1/211=1'-O" REINF. CONC. BEAM' SCHEDULE N N w Of LLI N FIN. GRADE N O Z tD F20 F30 FIN,— l GRADE _011 CONC. FDN W/ 5#5 BARS EQ. SPACED EACH WAY, BOTTOM ONLY 8" CMU COLUMN. W/ REINF. CELLS AT CORNERS-TYP. O 01_Ou 7i77 F48 DETAIL: TYPICAL CMU COLUMN SC: 1/211=1'-0'1 SECTION: TYPICAL EXTERIOR WALL SC: 1/2"=1 -0" PRECAST CONCRETE LINTEL SCHEDULE PLAN MARK WIDTH x DEPTH TOP OF BM ELEV. TOP BARS CONT. BOTT BARS CONT. #2 TIES CONT. NOTES RB1 8" x 161, 10'-611 1#6 1#6 SECTION A/9-1 R53 8'l x 161, 101-611 1#6 1#6 " EQ. 1. 32" 90, EQ. 48" SQ. OPENING OPE ING OVERALL CAST-CRETE WEKIWA WALL SPA q LENGTH DESIGNATION DESIGNATION 3070 SWING DOOR 31- " 4'-811 MIN, SUB SUB 4 FT, WIDE WINDOW 41- " 5'-411I MIN, SUB SUB DOOR/WINDOW', ASSEMBLY 71- 11 8'-811I MIN. 8F16-15/1T 8F16-1B/1T \—MONOLITHIC WITH RB-1 AT OPENING 1#6 BOTT, BAR 1#6 TOP BAR 3'-O" 31 411 3r 4n 31 4u 3'-0", 41-01' 3`1-O° 3'-411 .3'-Ou F48� 'r L— I 100'-01, 121-011 41-011 41-011 31 F48 0 I I L—J CREVISIONSTBY 16' On 41_01I 1_81 ill 4l-On 31-011 3'-411 31-411 31-41i 31.011 1� 3-8-04 S.B. 0 �o `� I 0 — - — — — -- ----------------- — — — — I .F F30�— I J F30-T INS7'ALL BARS AT 6'-011 #4 HOOK 3211 O.C. CONT. I o - L-- RJ1 — — RJ1 AT SLAB PERIMETER I J 0 U U U U U 2 C.1�— _ CJ� — ci CJl� _ CJ-� CJ� — _CJ-� o IA co r I o -- — — — — — — ---- 7 F18 -- ---- 7 --- —I I J N If �� c0 III '.� U � I m III N a `r 0 I 411 C�ONC. SOIL SUBGRADE SLAB ON WITH COMP CTED 6x - I I H Q N 0) L I W1.4/W1.4 W.W.F. CONT, I IL I — — — — — --- I --- --- F18uj — — ------ a =0 CJ CJ — -- - -- C N OD C CcJ J rci 221-0111 541-41' 4 - I - - _ - � II I INSTALL 6'-O" #4 HOOK I I BARS T 32 O.C. C. CONT. AT SLF�B PERIMETER ( I - O �� �� �� �I I U U U U U I o F30 I F30 i �t - _ - m d- 0 , p1 31_q,ll 31_All 31_all Q RPdCF4 AT NI-411 ` NOI- ]il 31_nll dl_ryll dl_dll gl_all dl_(�II gl_all .[_all Al -nil wl_nll 41_n11*1_ell wl_nu ¢I_eu i_ dl 9'-4° 3l 4u 681-011 3'-411 100'-01, . $ U 6k �TION / .� ,A F= Y " UILDING ��A�� �IS�RO�OseDi-� c-% NORTH #Aqj=jo ANY CORRECTIONS VEMM I3Y PIED INSPECTORS THAT MAY BE NECESSARY IN ORDER TO FOUNDATION PLAN LEGEND COMPLY WITH ALL APPLICABLE CODES. cJ ----- CONTROL JOINT, 19 MIN. DEEP SAW CUT, PER DETgIL SAWCUT 1/3 SLAB THICKNESS WITHIN 12 HOURS OF CONC. 811/12" CMU WALL, PER SECTION ® , CONC FILLED PLACEMENT �1 CELL W/ 1#5 VERT BAR CONT. (LOC PER PLAN) OKSE NIM m � P 'E EE7gI REVIEWED OW/DOOR WAL O E4WNG#5 VINP. CMU CELL 4"THICK CONC. IN ACCORDANCE V I l I I THE FLORIDA EACH SLAB #� (a CMU COLUMN, 1211 CMlPc9f�lr 8" CMU SHAFT, CONC. BUILDING CODE. ®I FILLED CELL W/ 1#5 F.T. BAR CONT. WLL1N.F, - DO NOT CUT .. RJ1 REINF. JAMB, CONC. FILL 2 ADJACENT CELLS W/ 1#5 VERT. BAR EA. CELL DETAJ L: _ NTR JOINT (CAI Tf �r)T I(:� HAH TYP NORTH r Y # 1 f IND LOAD CERTIFICATI REVISIONS BY 3/4" PLYWOOD DECK TRUSS BOTTOM CHORDS " 2-2X4 T PLATE 2-2X8 H 2X4 0 1 3-2X4 FIN. FL( 2X4 P.T PLATE OP--' EADER 6" O.C. Z0 DOOR OR HALLWAY OPENING - -o fh )OR VARIES OR 3'-4" JURISDICTION: ST. LUCIE COUNTY PROJECT ADDRESS: KINGS HIGHWAY PROJECT NAME: ATLANTIC TRUSS ARCHITECT / ENGINEER: STEPHEN A. BROCK ARCHITECTS, INC. TYPE OF CONSTRUCTION: CBS BUILDING DESIGNED: ENCLOSED X PARTIALLY ENCLOSED X AT ENTRY CANOPIES WIND SPEED (3 SECOND GUST): 130 MPH X 140 MPH ASCE-CATEGORY: 2 (SINGLE FAMILY HOUSE) OTHER X INTERNAL PRESSURE COEFFICENT +/-0.18 BUILDING CATEGORY:. 2 EXPOSURE: B IMPORTANCE FACTOR: 1.0 MEAN BUILDING HEIGHT: 15'-8" OVERHANG: 2'�0" ROOF PITCH 5/12 COMPONENTS & CLADDING WIND PRESSURES: 29.86 P.S.F. ROOF DEAD LOAD: 11.0 PSF FRAMED FLOOR LIVE LOAD; 30.0 P.9,F. DEAD LOAD 8.0 P.S.F. SHUTTERS: YES NO X IMPACT RESISTANT ASSEMBLY: YES X NO GENERAL NOT; ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE _ AND REGULATIONS OF OSHA. FOUNDATIONS 1) BOTTOM OF FOOTINGS TO BEAR ON NATIVE SOILS OR CONTROLLED COMPACTED FILL CAPABLE OF SAFELY SUSTAINING 2500 PSF SOIL BEARING PRESSURE. FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. ALL FILL SHALL BE POROUS MATERIAL 31 CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING FOUNDATIONS SLABS AND ADJOINING BUILDINGS FROM EROSION AND OTHER DAMAGE DURING CONSTRU6TION CONCRETE. EDETAIL 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2) CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 3/4" = 1'-0" OF THE ACI BUILDING CODE ( ACI 518 ) DETAILING MANUAL ( ACI 315 ), AND THE SPECIFICATIONS FOR STRUCTURAL CON6RETE FOR BUILDINGS ( ACI 301 ). 3) REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL- CONFORMING TO ASTM A615, GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4) BAR SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS PROVIDE BENT CORNER BARS AT ALL FOUNDATIONS & ELEVATED BEAMS, 48 BAR DIAMETERS EACH LEG. 51 MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" FOR #6 THROUGH #18'BARS 1-1/2" FOR 05 BARS AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/2" BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 6) FLOOR SLABS SHALL BE 'COATED WITH ANTI HYDRO ACURICON CURING COMPOUND WHEN SLAB HAS HARDENED ENOUGH TO PREVENT MARRING. APPLY IN ACCORDANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS, 7) BUILDING SLAB SHALL HAVE SYNTHETIC FIBER ADMIXTURE PER ASTM C1116, 2.5 LB / CU YD, MASONRY 11 FURNISH ALL MATERIALS, TOOLS AND LABOR TO INSTALL VARIOUS MASONRY UNITS SHOWN AND/OR NOTED ON DRAWINGS,r 2) ALL MASONRY WORK TO BE INSTALLED BY SKILLED CRAFTSMEN WITH PROFESSIONAL QUALITY. WORK NOT APPROVED BY ARCHITECT WILL BE REMOVED AND REPLACED CORRECTLY AT - CONTRACTOR EXPENSE WITHOUT DELAYS. EEN THEEB�.�b� REVIEWED EViEWEp i 3) CONCRETE MASONRY UNITS (CMU) TO BE FIRST QUALITY "A" GRADE CURED UNITS OF PROPER SHAPES AND SIZES FOR EAN APPLICATION. BROKEN, CRACKED, CHIPPED, OR WARPED UNITS )19 �4sOCSt WITHFLORIDAYM ACCORDANCE A WILL BE REJECTED ALONG WITH UNITS NOT HAVING UNIFORM AGGREGATE FACES. i® sa YiIiC1 1�E 4) USE CLEAN SAND AND -WATER WITH TYPE "M° OR "S" PORTLAND CEMENT MIXED TO PROPER BUILDING CODE. CONSISTANCY AND PROPORTIONS TO ACHIEVE BEST BOND BETWEEN UNITS USED. 5) BRACE WALLS AS REQUIR"DDURING CONSTRUCTION UNTIL WALLS ARE PERMANENTLY TIED TO - STRUCTURE AND/OR CURED TG DESIGN STRENGTHS, 6) INSTALL GALVANIZED LADDER -TYPE DEFORMED HORIZONTAL BED JOINT REINFORCING AT 16" O.C. VERTICALLY AND AT CORNERS AND INTERSECTIONS OF WALLS, 7) INSTALL VERTICAL STEEL REINFORCING RODS IN CMU CORES FILLED FULL WITH CONCRETE FULL HEIGHT OF WALL FROM FOOTINGS, PER DRAWINGS. 8) SET ALL MASONRY IN FULL BED AND HEAD MORTAR JOINTS, SHOVING UNIT INTO PLACE, SQUEEZING MORTAR OUT OF JOINTS AND EXCESS MORTAR IMMEDIATELY STRUCK SMOOTH WITH MASONRY UNIT FACES VOIDS IN ANY MORTAR JOINTS WILL BE REJECTED AND UNITS REMOVED AND REPLACED WITHOUT DELAYS AT CONTRACTOR EXPENSE. LAY UNITS PLUMB AND LEVEL. 9) EXTERIOR STUCCO SHALL BE 2 COAT SYSTEM CONSISTING OF A 3/8" SCRATCH COAT AND A FINISH COAT OF PRECOLORED PREMIX MARBLETITE - COLOR AS SELECTED BY OWNER. 10)EXPOSED INTERIOR CMU SHALL HAVE FLUSH FINISH WITH PARGE COAT STUCCO. 11) STUCCO ACCESSORIES SHALL BE NON-FERROUS (ZINC) 12) CEMENT GROUT FOR FILLED CMU CELLS SHALL COMPLY W/ A.S.T.M. C-476, DESIGN MIX FOR 2000PSI COMPRESSIVE STRENGTH AT 28 DAYS. SAMPLE & TEST EACH 10 CU. YD. OR PORTION THEREOF. MAXIMUM LIFT = 8 FT. HEIGHT WOOD 1) WOOD ROOF TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED SPECIALTY ENGINEER AS EMPLOYED BY ROOF TRUSS MANUFACTURER. CONTRACTOR SHALL SUBMIT CERTIFIED ROOF TRUSS DESIGN & ERECTION PLANS TO ENGINEER (VIA ARCHITECT) & BUILDING OFFICIAL FOR PERMIT APPROVAL, EDWORK 2) ALL LUMBER FOR ROOF SECONDARY STRUCTURAL FRAMING (RIDGE BLOCKING, SUB -FASCIAS, SOFFIT PLATES, ETC.) SHALL BE HEM -FIR OR SOUTHERN PINE, CONSTRUCTION GRADE OR EQUIV. W/ Fb - RECTIONS ' 1200 PSI MINIMUM (SINGLE MEMBER USE)., G CTORSTHAT 31 ROOF SHEATHING HEA HI G SHALL BERNOMINAL 5 8" PLYWOOD, EXTERIOR GRADE, C-D FINISH OR HY IN ORDER TO W NHICKNESS O.C. EDGES AND INTERMEDIATE sky lE MUM ALL APPUCABLEWDES. 4) FASCIA & SOFFIT SHEATHING SHALL BE NOMINAL 112" THICKNESS PLYWOOD, EXTERIOR GRADE, C-D FINISH OR BETTER, 24/0 PANEL SPAN RATING, #8d NAILED TO FRAMING 0 6" O.C. CONT. EDGES & 10" O.C. CONT. INTERMEDIATE. 5)ALL FASTENING MATERIALS INCLUDING NAILS, BOLTS, AND FRAMING CONNECTORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED STEEL. BUILDING DESIGN DATA (PER FBC, SECTION 1606.1.7) DATA ITEM BUILDING °A11 BASIC WIND SPEED 140 MPH 3 SEC. GUST BUILDING OCCUPANCY CATEGORY II WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY (ALL WIND DIRECTIONS) "B" INTERNAL PRESSURE COEFF. •/-0.18 MEAN ROOF HEIGHT 18.0 FT. COMPONENTS & CLADDING DESIGN WIND PRESSURE 35.12 PSF Oto* �e)cE n00€ 1 LLOO jo _ z � 00 Z on, X Q QW LLl Wd3 LLJ F-- f °- 0 0 r�<di * J g0N IL t9 GD < z �- Q < Q Z 0 ram( V/ LL f^ U IJ Q F- U Q�f � U W r-o Q Lu z DRAWN S.B. CHECKED S. B. DATE 10-6-03 JOB NO 200308'. SHEET OF 2 i i a 1001 01, 441-011 1 2 0 441,011 2'-811 41-011 161-04 4'-011 8'-411 4'-011 4'-011 12'-0° 4'-O" 4'-011 9'-411 4'-O° 16'-On 41-011 21-811 r-- ----- L -- — --� - I I 0 ------------- ---------- O— — — — — — — O T—— — — — — — — — — — — — —�o { co I m I` \ / o I \ A / \ - OFFICE OFFICE - \ / OFFICE OFFICE - OFFI T O \ \ 104 162 cV ` C 125 124 Nd- o I _ N I RECEPTION / I \\ T STORAG I / I0 \ 105 (I51 Y �3 O 27 25 23/ 22 o / qr I n \ / 81-011 3' 6" _81-011 10'-71" 101-811 13'-0u 15'-0" 12'-8" 71-1011 51-811 T�IESEP \q HALL / ILET IARES 4 122 — --- I 103 / - E UIR Q o \ � 5 MAY J \ / 28 26 24 / \ O D ACCESS O 3 1 �OMPL N \ N 1N DRAFT / I I - o Q Q / C 0 �, STORAGE / n \ 109 F' �� CONFERENCE PULL DOWN6O118 ELECT/ \ / ATTIC STAIR OFFICE JAILENGINEERING -. >------- — — — -- ---- -- ------------- — —lI IE LID 21 9-6 n / 2P-Ol'. 41 0"18'-4" 91-gp 1Y- ° 4' 0" 5''10uAS 0-1 1/2" CDXL J— -----PLIED TO TRUSS, 0 ©n A TO FASCIS - o Q ROOF DECK p Q \ t I 11 , n �' / \ 3 1 / _ T HALLOILET im. \ _ p J I 8'-01i 5'-011 a 0 / 115... - / 10' O" 4" 8' 11" 6" 8' 11" 411 141-0"' 4u 11'-On 4u ii' 0° 4n 5' 0"O 4u T 2u 5 --- HI-LO \ 4 EWC 2 g / - REF. \ A-5 / 5 4 5 \\ / R SERVER MEN ME A _ 107 110 111 0 / 9 0 0,.`n 4 I BREAK OFFICE OFFICE 0 OF A-SSIM.// O„3. 114 119 \. O I 0 T 0 / A I \ \ A_5 0 2 2 o m Q a s FE 1 \ I BUILD 1 3 O O 3 1 I BIM. SIM� \\ CID cp. T----- /I\ 5 5 I N —/I\ o �- -----� �--- - - - - - - - - - - - - - - - - - -� --- I 1 1' 40'-10" 8" 83-8'1 31-411 WALL 8" CMU WALL FINISH EXTERIOR W/ STUCCO W/ TEXTURES NOTED ON BUILDING ELEVATIONS. INTERIOR'. TO HAVE 1 1/211 FURRING AT 1611 O.C. W/ 1 1/211 RIGID BOARD INSULATION AND 6/811 DRYWALL 3 5/8" OR 6" (AS NOTED) 25 GA. STEEL STUDS 916"O.C. W/ 5/8" DRYWALL EA. SIDE 3 5/811 OR 61' (AS NOTED) 25 GA. STEEL STUDS 016"O.C. W/ 5/811 DRYWALL EA, SIDE WALL HEIGHT 6'-O" 2X4 WOOD STUDS AT 1611 O.C. W/ 5/811 DRYWALL EACH SIDE. BEARING WALL Q FL L U I L D I N G 1/411 P..O" FI TIN G UTSH"R L NC) FE-1 SEMI RECESSED FIRE EXTINGUISHER CABINET WITH 2-1/211 RETURN J.L. INDUSTRIES #1027 Q 43 ALUMINUM RUB,{ ANNODIZED WITH COSMIC 10E EXTINGUISHER U.L. RATED 4A-6OBC NOTE: J.L, INDUSTRIES IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE LARSON, THOMAS, MODERN METAL PRODUCTS. ANS AND ALL PROPOSED WORK ElglECT TO ANY CORRECTIONS ;D BY FIELD INSPECTORS THAT E NECESSARY IN ORDER TO WITH ALL APPLICABLE CODES. GRABBARS #1 d 2 ARE N.I.C. IN TOILETS #120 & 122. PROVIDE WOOD BACKING FOR FUTURE INSTALLATION O 0---// I I NORTH 4'-011 71-411 f 41-011 41_0" 31-411 6`'8u 41-011 51-411 g" WASHROOM ESS® I GRAB BARS O 50BRICK #B-6806 X' 42 A R E A CALCULATION 1-1/211 DIAMETER, 4211 LONG, STAINLESS STEEL, CONCEALED MOUNTING, MOUNT 3311 S.F.501-011 " Jt 1001-01) � 51000 A.F.F. TO .TOP OF RAIL. I GRAB BARS O BOBRICK #B-6806 X 36 TOTAL BUILDING AREA = 5 000 S.F. 1-1/211 DIAMETER, 3611 LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL, TISSUE DISPENSER: < BOBRICK #5-2740 CAST ALUMINUM, SINGLE ROLL, SURFACED MOUNTED WITH THEFT RESISTANT SPINDLEi WALL MOUNTED AT IA 32" A.F.F. MIRROR: O4 BOBRICK #5-165 18X36, STAINLESS STEEL FRAME, 1/411 PLATE GLASS, 181IX3611 PAPER TOWEL/ O COMBINATION PAPER TOWEL DISP./ WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED Q 3811 A.F.F. BOBRICK #B-369 NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER, AND BRADLEY. 2) PROVIDE SOLID WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS: REVISIONS BY 10 3-8-04 S.B. fi� Hi W z_ 0 z ILI ®to* d-ow in00 Of ILO 0 _0 t �IZ< Z ILL)i F- IL W Lu di sOL. —Qf°-O0 aj I* Q IL104 �1 m ® N W Q Go z Q Z Z L -m- � I 11_i IL D 0 lu z 0- ~ Iu z DRAWN S. B. CHECKED S. B. DATE 10-6-03 JOB NO, 200308 SHEET A OF 5 REVISIONS BY TOP OF BEAM 10'-6" TOP OF WINDOW 8'-2" Lei SILL HEIGHT 2'-4" TOP OF BEA OP OF WIN TOP 5 12 ►J TION 1/4" = 1'-0" Vlly LZ WEST EL WOOD FASC AND DRIP RAISED STU 8" CMU WALI 5/8" PAINTEI STUCCO 12" X 2" RAI' STUCCO BAN CONT. AROUP BUILDING ER SH m 12" X 2" RAISED STUCCO BAND AROUND COL. ATION 1/4" = 11-01' LEVATION 1/4" - 1'-0" ■i 325# FIBERGLASS SHINGLES TH ELEVATION 1/4" = 11-0" ESP ALUM FRAMING W/-1/4" SOLAR TINTED GLASS COPPER FLASHING AN(J DRIPSCIA RAISED STUCCO BAND 8" CMU WALL W/ 5/8" PAINTED STUCCO 12" X 2" RAISED STUCCO BAND CONT. AROUND BUILDING I Mt PLANS HAYr. D'E0 Mr.VlrVVrU lN ACCORDANCE VVITH THE FLORIDA wesse wouw wwwn ED 'LASHING �SCIA 3TUCC0 BAND JALL W/ JTED RAISED BAND IOUND z � 4 0- 0- H 0 ® Q� Z U O LL p� r U IL( U I~ D U uj t--, Z CL � Q F- ~ lu � Z 7HECK2D C DATE 10-6-03 JOBNO. 200308 SHEET AA-2 OF 5 24X24 ACOUSTICAL TILE 4" Y"IY i,.. JVI\LLIY YLIYI C;tZ1L1N(z; FLAN ' UiLL)1N(:; "A" 1/4" = 11-011 "0 W 0 Mbrok m .THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY RELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. T JVI\LLIV VLIVI E PUNS HAVE DO RERW IN ACCORDANCE WITH THE FLORIDA M E i I G CODE. REVISIONS BY 10 3-8-04 5.5, 0tD* 1 4" co #-) 0 f ('3LL®e) Z�0 ~'Z< w Of a �V' X LLJ U 1- �mz J Q 00 -u) f uj -j Q m r��a m `4 € ui co d cJ—tqo) Z IZ V � Z N IL r HJ IL v H Q 1 1L Q Z DRAWN CHECKED S. B, DATE 10-6-03 JOB NO. 200308 SHEET s OF 5 CREVISION76BY WASHROOM ACCESSORIES GRAB BARS O BOBRICK #B-6806 X 42 1-1/2" DIAMETER, 42" LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL. GRAB BARS O BOBRICK #B-6806 X 36 1-1/2" DIAMETER, 36" LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL. TISSUE DISPENSER: O BOBRICK #B-2740 CAST ALUMINUM, SINGLE ROLL, SURFACED MOUNTED WITH THEFT RESISTANT SPINDLE. WALL MOUNTED AT 32" A.F.F. MIRROR: O BOBRICK #8-165 18X36, STAINLESS STEEL FRAME, 1/4" PLATE GLASS, 181IX36" PAPER TOWEL/ O COMBINATION PAPER TOWEL DISP./ WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED @ 38" A.F.F. BOBRICK #B-369 NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER, AND BRADLEY. 2I PROVIDE SOLID WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS. MICA LAM URINAL SCREEN - BRACE FLOOR TO CEILING PAINTED DRYWALL --- � MICA LAM TOILET PARTITION CERAMIC TILE WAINSCOT MICA LAM O,H. CABS W/ 2 ADJ, SHELVES MICA LAM SPLASH MICA LAM COUNTER MICA LAM BASE CAB 1 UR A 1/4" = 1'- O 6 REAK #112 A- 1/4" = 11-0" DOOR SCHEDULE MK SIZE MATERIAL FINISH ��OOR��� MO MATERIAL FINISH THRESH. EL. REMARKS 1 6'-0"x7'-0"x1 3/4" PR. ALUM/GL E.S.P, ALUM E.S.P. ALUM 1 IMPACT ASSEMBLY 2 3'-011x7'-011x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 3 31-011x7'-011xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 4 31-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 5 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 6 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 7 3'-011x7'-O"xi 3/4" ALUM/GL E.S.P. ALUM E.S.P. ALUM 2 IMPACT ASSEMBLY 8 NOT USED 9 3'-011x7'-0"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 10 3'-011x7'-011x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 11 31-011x7'-O"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 12 3'-011x7'-O"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 13 3'-0"x7'-O"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 14 3'-0"x7'-0"xt 3/4" H.C. WOOD PAINT WOOD PAINT 3 15 31-0"x7'-0"xi 3/4" H.C. WOOD PAINT WOOD PAINT 3 16 31-0"x7'-0"xt 3/4" H.C. WOOD PAINT WOOD PAINT 3 17 31-0"x7'-O"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 18 31-0"x7'-0"x1 3/4" ALUM/GL E.S'P. ALUM E.S.P. ALUM 2 IMPACT ASSEMBLY 19 3'-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 20 3'-0"x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 21 31-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 22 31-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 23 31-0"x7'-O"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 24 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 25 3'-0"x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 26 3'-011x7'-01'x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 27 31-011x7'-0"x1 3/4" H.C. WOOD PAINT WOOD I PAINT 3 28 3'-0"x7'-0"x1 3/4" H.C. WOOD PAINT WOOD PAINT 3 29 PAINTI PAINTED DRI BEYOND CERAMIC TILE WAINSCOT TYPE 1 ""'^" ' """ ''OILET CERAMIC TILE WAINSCOT A- 0 1/4" a 11-011 5 %16,T,OlLffT #120 1/4" = 1'-0" ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS PAINTED DRYWALL--� BEYOND CERAMIC TILE WAINSCOT 1."9BARS #1 & 2 N.I.C. IN TOILETS & 122. PROVIDE D BACKING FOR JRE INSTALLATION TYPE 2 ... , ... _-- IT 1 WOMEN #111 A- 1/4" - 11-0" MEN #110 OPP. HAND PAINTED DRYWALL BEYOND YI�TOILET1/4" = i'-0" ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS ROOM FINISH SCHEDULE NO. NAME FLOOR BASE �WALLS� CEILING REMARKS MATERIAL FINISH MATERIAL FINISH HT. 101 RECEPT. CERAMIC TILE CERAMIC TILE DRYWALL PAINT ACOUST, FISSURED 9'-6" 102 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 103 HALL VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 104 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 105 STORAGE VCT VINYL DRYWALL PAINT ACOUST. FISSURED 91-6" 106 ENG. VCT VINYL DRYWALL PAINT ACOUST, FISSURED 9'-6" 107 SERVER VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 108 NOT USED 109 COPY VCT VINYL DRYWALL PAINT ACOUST, FISSURED 9'-6" 110 MEN CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 111 WOMEN CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 112 BREAK VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 113 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 114 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 115 HALL VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 116 CONE. CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 117 STORAGE VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-roll 118 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 119 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 120 TOILET CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 121 JAN/ELECT VCT VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 122 TOILET CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL PAINT 8'-0" 5'-0" CERAMIC WAINSCOT 123 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 124 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-6" 125 OFFICE CARPET VINYL DRYWALL PAINT ACOUST. FISSURED 9'-roll _' '{ESE PLANS NAVE BrEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE% HC MIRROR �1� HC CERAMIC WAINSCOT ILE 1 2 < O4 5> E W C L A V URINAL TOILET ACCESSORIES MOUNTING HEIGHTS THESE PLANS AND ALLPROPOSSD G�, I .ARE SUBJECT TO ANY CORRECTIONS REQUIRV PY RFI n + r THAT MAY- COMPLY WITH ALL APPLICABLE COD1111 CLEAR FLOAT GLASS HORIZ. FLUSH PANEL SLIDING HOLLOW CORE WOOD - - PRE -HUNG aD N FINISH FLO ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS 0 FINISH FL00 TYPE 3 © ® OA NOTE ! WINDOW ELEVATIONS ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RATED ASSEMBLIES PER THE FLORIDA BUILDING CODE 2001 EDITION. CONTRACTOR AS AN ALTERNATE APPROVED PROTECTIVE PANELS MAY BE INSTALLED. CONTRACTOR SHALL FURNISH PRODUCT APPROVAL SHOWING SPECIFIC INSTALLATION REQUIREMENTS FOR THIS PROJECT ESP ALUM FRAMING W/ SOLAR TINTED IMPACT RATED GLASS O t0 sr co an tU I� n00 U�v0 Q W X L1UF.�- QW ~caZ Ua� �f 00 o Qco -w_j M0cV W Q co Z z Q < Q H z U O H (n J L U Lu Q � U LL. U W t—� z ;—' 0— L ~ W Q z DRAWN S, B, CHECKED S. B. DATE 10-6-03 JOB NO. 200308 SHEET AA-4 OF 5 1 1/2" RIGID BOARD INSULATION 5/8" DRYWALL V RAISED ON 11/2" WOOD STUCCO OR MTL FURRING BAND AT 16" O,C. 81-6" 5/8" STUCCO 81Ix8" P/C CONC LINTEL WRAP DW TO WOO STUCCO DRIP FRAME • FIXED GLASS HEAD d ASSEMBLY JAMB 4 DE7AT FIXED GLASS ASSEMBLY MARBLE STUCCO WASH STOOL 2" 12"X2" RAISED STUCCO BAND 1 1/2" RIGID BOARD INSUL • • WIRE LATH O i STYROFOAM 5/8" DRYWALL FORM ON 1 1/2" WOOD OR MTL FURRING 8" CMU AT 16" O.C. 5/8" STUCCO 3 DETAIL THESE PUNS HAVEAmato IN ACCORDANCE ITIH 1A UNA BUILDING CODE. INTERIOR SLAB DOOR MAXIMUM 1/2" THRESHOLD HT. EXTERIOR ENTRY WALK ° PLYWOOD ROOF— q SHEATHING I SLABS LEVEL 325# FIBERGLASS SHINGLES ACROSS ENTRY ENTRY & THRESHOLD PREFINISHED STL FLASHING 1X4 DRIP 2X10 FASCI WOOD TRUSSES 5/8" STUCCO FASCIA ON WIRE LATH BRACE TOP TRACK 2X GABLE END BRACING TO WOOD TRUSSES PER TRUSS ^ PLANS AT 48" O.C. MAX W/ 2-5 GA. STL STUDS BOTTOM TRUSS CHORD BOTTOM TRUSS 5/8" STUCCO SOFFIT CHORD 2" RAISED STUCCO ON WIRE LATH BANDGoSUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL TILE CEILING TILE OR SUSPENDED DRYWALL CEILING - SEE CEILING PLAN AND FINISH 2X4 WOOD STUUDS AT fli SCHEDULE 16" O,C, CONT, 2-2X4 STUDS U AT 'DOOR JAMBS 6 CORRIDOR N 5/8" STUCCO ON CMU OPENNINGS z COLUMN n. uw R1 2X4 WOOD BLOCKING N BETWEEN STUDS CONT. 5/8" DRYWALL EA, SIDE 3 5/8" 25 GA, GALV STL -' STUDS • 16" O.C. w/ 5/8" m - 0 DRYWALL EA. SIDE P.T,', WOOD' PLATE CONT, W/ 1/2" DIA. SLEEVE ANCHOR AT 32" MAX O.C. RAWL 05033 W/ 21' SQ. STEEL WASHER UNDER BOLT HEAD 2" RAISED STUCCO BAND 4" CONC. ENTRY VINYL BASE WALK. MAX SLOPE 4" THK CONC. SLAB 1 1/2" : 8'-0" FDN F18 I O N E 1/2" ' 1'-ou 0 J VINYL OR WOOD N BASE SEE FIN. w SCHEDULE 4 4" THK CONC SLAB FASTEN BOTTOM TRACK TO SLAB W/ SHOT STUDS AT MAX 36" O.C. C SIF-"TTION /2" = 1'-0" )ET L REVISIONS BY 0 3-8-04 S.B. 3/4" PLYWOOD ROOF SHEATHING 325# FIBERGLASS SHINGLES OVER 30# FELT COPPER FLASHING WOOD TRUSS 1X4 CEDAR DRIP 3/4" STUCCO 2X10 R.S. CEDAR ON H'I-RIB FASCIA LATH 4" SCREEN VENT (ZINC) - ,i- Df E TAIL THESE PIANO 4 } "R °' !WORK- A81 (WRECTIONS i :.R =C117., N.T PLYWOOD ROOF PLYWOOD ROOF SHEATHING SHEATHING 325# FIBERGLASS SHINGLES 12 325# FIBERGLASS SHINGLES 5 TRUSS POCKET TRUSS POCKET WOOD WOOD TRU9TRUSS _ 6" R-18 / 6" R-18 FIBERGLASS o FIBERGLASS BATT INSUL 81_6" BATT INSULBI!�� 1 ' ACOUSTICAL' � ACOUSTICAL TILE OR DRYWALL 21-0" TILE OR DRYWALL I 2'-0" CEILING SEE CEILING SEE 8 u xB" SCHEDULE STUCCO RAISED SCHEDULE CONC, LINTEL BAND _ , P' RAISED 4 STUCCO o N BAND _ all CMU WALL _ N W/ REINF. CELLS 3 d 5/8" STUCCO b L 5/8" DRYWALL 5/8" STUCCO IN _z ON 1 1/2" WOOD 3 ui w OR MTL FURRING N AT 16" O.C. _ 1 1/2" RIGID MARBLE 12"X2" 'RAISED O BOARD INSUL STOOL STUCCO m BAND of 0 CONC, SILL --A 2'-4" ID / 21-411 5/8" DRYWALL • • 'o ON 1 1/2" WOOD 3 VINYL OR 1 OR MTL FURRING WOOD BASE 2 AT 16" O.C. p SEE SCHED. o 1 1/211 RIGID 4" CONC, BOARD INSUL SLAB O'-0" '7777 7T�/ N N N N o 0 A SECTION A- 1/2" = 1'-0" Ix lu lu z z lu Owe} }0)O OWN 000 o ° AI N ZQ w E� M N z �1aIL _T_ CIL Lu UQ� �Q:fn-®® CnQw_� J �0cV di Q 0) t0 Q � N N J z Q Q (. 0 Z (j 0 V / 1J_. sA ��® U HJ Q U IL D�f W r y .J 4H z a. Q LU DRAWN S.5,/N,L CHECKED S. B. DATE 10-6-03 _ JOB NO. 200308 SHEET AA-5 OF 5 1/411 = 11-011 �-"NORTH F- 7 7= PLANS AND ALL PROPOSED WORK THESE PLANS HAVE BEEN REVIEWED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT IN ACCORDANCE WITH THE FLORIDA MAY BE NECESSARY IN ORDER TO BUILDING CODE, COMPLY WITH ALL APPLICABLE CODES.', REVISIONS1�5) 3-8-04 S.B. 0 to 0 CID 000 -jo I IL 0 0 -0 ZD U) < Z< — LLI f2of to oe X IL u LLJ a Lu 2; Qf (L 0 0 co i LLi > to C%l cV lu 0) cD U) z < < CL 0- C) 2 (D 0 a-f 0 LL Lij IL Z v- CL < z LL LLJ PLUMBING FIXTURES FIXTURES AND EQUIPMENT NUMBERS ARE BASED ON AMERICAN STANDARD UNLESS OTHERWISE NOTED. WC HANDICAPPED WATER CLOSET: FLOOR MOUNTED, FLUSH TANK, WITH ELONGATED BOWL 18" HIGH FOR HANDICAPPED, WITH TWO BOLT CAPS, 2108.408 AND 380 TL "CHURCH" SEAT, AND SUPPLY WITH ANGLE STOP. LAV LAVATORY: MODEL 0124,131 "COMRADE" WHITE, WITH JOSAM CARRIER. PROVIDE FLEXIBLE SUPPLIES WITH ANGLE WHEEL STOP, 4446,019 NIPPLE WITH ESCUTCHEON, AND 17 GAUGE "P" TRAP AND GRID DRAIN, FAUCET 7516.172. INSULATE TRAP AND HW LINE. SK SINK; ELKAY CR-2522, SINGLE COMPARTMENT, 7" DEEP, WITH LK-35 DRAIN OUTLETS, LK-4123-F FAUCET WITH GOOSENECK SPOUT, 1 1/2" CP CAST BRASS "P" TRAP. EWC ELECTRIC WATER COOLER; HAWS WHEELCHAIR WATER COOLER, MODEL HWCAB MOUNT 1 COOLER SPOUT AT 3611 A.F.F. AND 1 COOLER AT STANDARD HEIGHT UR URINAL; AMERICAN STANDARD TRIMBROOK 6561.017 W/ SLOAN FLUSH VALVE 1.0 GPF, WHITE FD FLOOR DRAINS: JOSAM 30003-5A-2-50 DRAIN, JOSAM 88250 TRAP SEAL PRIMER VALVE INSTALLED ON ADJACENT LAVATORY CW SUPPLY. INSTALL 1/211 ANNEALED COPPER PIPING CONNECTION TO FLOOR DRAIN BODY, HWH HOT WATER HEATER, 40 GALLON VERTICAL TANK, 4.5 KW "ELEMENTS AT 240 VOLTS, TANK DRAIN, DIELECTRIC UNIONS ON HW & CW PIPING CONN., P&T RELIEF VALVE W/ VENT TO EXTERIOR. HB HOSE BIB, WALL HYDRANT TYPE, VACUUM BREAKER ON OUTLET WCO WALL CLEANOUT, 2 WAY PVC CLEANOUT FITTING, PVC SANITARY TEE W/ PLUG, C.P. STEEL COVER PLATE W/ CENTER SCREW, SET 12" A.F.F. (N O,S.) ECO EXTERIOR CLEANOUT, 2 WAY PVC CLEANOUT FITTING, PVC HUB W/ PLUG SET AT 4" MAX. BELOW LOCAL FINISHED GRADE, CAST IRON ACCESS COVER SET FLUSH W/ FINISHED GRADE, JOSAM #5860 OR EQUIV, PLUMBING NOTES 1; THE FOLLOWING NOTES ARE GENERAL IN NATURE AND PERTAIN TO THE ENTIRE PROJECT. WHERE THERE ARE EXCEPTIONS, ADDITIONS, OR REVISIONS TO THESE NOTES, SUCH EXCEPTIONS, ADDITIONS, OR REVISIONS ARE SO NOTED ON THE PARTICULAR DRAWING WHERE THEY OCCUR, 2. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 3, FURNISH AND INSTALL COMPLETE SYSTEM OF WATER, SOIL, WASTE, AND VENT PIPING FROM ALL PLUMBING FIXTURES AND/OR EQUIPMENT. 4. CLEANOUT PLUGS SHALL BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS AT EACH CHANGE IN DIRECTION. CLEAN OUT SHALL BE PLACED IN READILY ACCESSIBLE LOCATIONS. 5, ALL WATER, SOIL, WASTE, AND VENTING LINES SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION, UNLESS NOTED OTHERWISE. 6, CONTRACTOR SHALL CLOSELY EXAMINE THE SITE AND THE ELECTRICAL, MECHANICAL AND ARCHITECTURAL DRAWINGS TO AVOID PIPING INTERFERENCE WITH STRUCTURAL BEAM, DUCTS, RAINLEADERS, ETC. 7, PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF CONFLICTS. 8, CONTRACTOR SHALL PROVIDE AND CONNECT ALL FIXTURES AND SHALL PROVIDE ALL ITEMS NECESSARY TO COMPLETE THE PLUMBING INSTALLATION.. ALL WATER LINES ARE TO BE VALVED AT EACH FIXTURE. 9. WHERE REQUIRED, OFFSETS SHALL BE MADE TO AVOID BEAM, DUCTS, LIGHTS, ETC. 10. PLUMBING CONTRACTOR SHALL EXTEND AND CONNECT SANITARY, AND WATER LINES TO SITE UTILITIES SYSTEMS, OUTSIDE, AS REQUIRED. 11, ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES. 12. CONTRACTOR SHALL INSPECT SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS AND CONNECTIONS FOR NEW PIPING. 13. COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS, AND HANGERS, SUPPORTS, ANCHORS, AND CLIPZ-, SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROYTIC ISOLATION MATERIAL SHALL PROTECT THE COPPER AGAINST CONTACT WITH OTHER MATERIALS. 14. WHERE COPPER PIPING IS SLEEVED THROUGH MASONRY, SLPEVES SHALL BE COPPER OR RED BRASS. WHERE COPPER MUST BE CONCEALED IN A MASONRY PARTITION OR AGAINST MASONRY, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND PROVIDING 15# ASPHALT SATURATED FELT BETWEEN THE PIPE AND THE MASONRY. 15. PROVIDE AIR CHAMBER AT FIXTURE GROUPS, PER HW & CW PIPING RISERS 16. DRAIN, WASTE, & VENT (DWV) PIPING SHALL BE PVC PLASTIC WITH PVC DRAINAGE FITTINGS, SOLVENT CEMENT JOINTS 17 COLD WATER (CW) AND HOT WATER (HW) PIPING SHALL BE COPPER WATER TUBING, TYPE L OR M, WITH WROT COPPER FITTINGS, LEAD FREE SOLDER JOINTS. COLD WATER PIPING NON -INSULATED. HOT WATER PIPING INSULATED', WITH PIPE INSULATION CONTINUOUS FROM WATER HEATER OUTLET TO EACH FIXTURE STOP. INSULATION MATERIAL TYPE AND THICKNESS SHALL COMPLY . WITH THE FLORIDA PLUMBING CODE, TABLE 607.E 18. COLD WATER PIPING AT BUILDING EXTERIOR, BELOW GRADE, SHALL BE PVC PLASTIC PIPE AND FITTINGS, SCHEDULE 40, WITH SOLVENT CEMENT JOINTS. ALL PIPING STOCK SHALL BEAR N.S.F. "PW" LABEL BURY WITH 241, MINIMUM COVER BELOW FINISHED GRADE. PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION WASTE CW HW REMARKS WC WATER CLOSET 3" 1/2" -- HC LAV LAVATORY 1 1/2" 1/211 1/2" HC SK SINK 1 1/21, 1/211 1/211 EWC ELEC WTR CLR 1 1/4" 1/2" -- UR URINAL 2" 1" - HC PEW EYE WASH -- 1 1/21, -- FD FLOOR DRAIN 3" -- -- HWH WATER HEATER -- 3/4" 3/4" HB HOSE BIB - 1/211 -- WCO WALL CLEANOUT -- -- ECO EXTERIOR CLEANOUT -- -- -- 1/211 1" ATC I" ATC FLOOR SLAB LINE - TYP. 1/2" ACHE PIPING RISER LEGEND ANNEALED -TEMPER COPPER TUBING, BELOW FLOOR SLAB (ATC) PIPING UNION, DIELECTRIC TYPE t -TQ-� GATE VALVE, ALL BRONZE, RISING STEM, 125 P,S,I.G. COLD WATER RATED p AIR CHAMBER, 18" MIN. LENGTH, PIPE SIZE PER RISER ,, A4 3/4" ATC 1/211 ACH. f 1/2" ATC E kP IG R.V. VENT THRU WALL W/ DISCHARGE AT 611 MIN. & 2411 MAX, ABOVE' GRADE 1/2" ATC FLOOR SLAB LINE TYP. N T S ATC r\\ PIPING RISER Hl) \\ , NTS \ \ 2" VTR LAV \ TO SEPTIC \ I 4" ECO SYSTEM - SEE WC \\\ II CIVIL DRAWINGS �I FOR CONT. 411 2" 3" III ,r 2" 3" 4" LAV 3" WC 4 3" 2u SSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RREQUIRED BY FIELD INSPECTORS THAN n MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 21211 211 \ Pwc I r 211 f��211 EWC I I�-VI LAV I /// � SK 4" I LAV �' I / i LAV 3" VTR / I UR r I FD 3" I� I LAV FD 3" : " -�— 3" WV RISER NTS +Em FREVISION,57BY Al 3-8-04 S.B. O to sr cn 00 �tflh �00 Of UIL®0 Z _ av Lu 037 IL A.� Q W W L9 m Z =..i kf�0-0o > -J Q W �[acq fV W Q ccooQ� r Q z Q Q ^ L UI O z_ U IL U = rHJ ® I.L.! Z Q_ J y W Q Z )4" TION STL ROOF PANELS FILLED CELLS) W/ GONG. FILL & 1 #5V EA. CELL PER PLAN LB7/LB2 PER PLAN STL ROOF PANELS 221-211 MAX 19'-7" MIN. 41lx4"x12 GAUGE ANGLE CLIP W/ 3#12 SHANK SELF - DRILLING SCREWS TO ROOF PURLIN (TYP: 2 PLCS) 41lx 20 GAUGE MIN. STL CEE STUD AT 24" O.C. r-3 6"x 18 GAUGE STEEL CEE STUDS AT 24" MAX. O.C. CONT, 41lx20 GAUGE MIN. STL CEE STUD HORIZ. BLOCKING CONT, (TYP, 2 PLCS) 6"x18 GA, STL STUD TRACK W/ 1/4" SHANK 5/8" PLYWOOD x 1 1/2" LONG TAPPING SHEATHING ANCHORS AT 2411 O.C. CONT., EXT'R GRADE, TYPE _ C-D OR 'BETTER, o FACE GRAIN TO STUDS 611 GONC. SLAB 10'-811 0 EPICORE DECKING\-1#4 ANCHOR BAR CONT. 8"x10" CONC. AT SLAB CAP W/ 2#5 EDGE BOTTOM BARS CONT, THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDAa - LILDINaODE. REINF. 8" CMU WALL 4" GO NC, SLAB 17'-5.3411 i_Ou STL ROOF • • PURLIN-TYP. FDN F11 15'-4" CMU BOND BEAM W/ 2 '� A #5CONT. m _., a S - 3 vz"=1'-0" r STL WALL PANELS REINF. 8" CMU WALL 4'! GONG. SLAB • • FDN F10 STEEL GIRTS------- STL BLDG CHANNEL GIRT W/ 1/2" DIA.x3" L© STUD ANCHOR AT 6'-0" MAX. O.C. CONT. (RAWL #7720 OR EQUIV.) • • N A>1�1.PRfi��, I �TI I wwwnmjLqwAmcoDES. REINF. 8" CMU WALL 4" CONC. SLABR --a-O '-O" • SECTION S-3 1/2"=11-0" STL ROOF PANELS 1 � FILLED CELLS W/ GONG. FILL & 1 #5V EA. CELL PER PLAN L51 1#4 ANCHOR BAR CONT, III CAP CAP W/1 2#5 2#5 BOTTOM BARS CONT. REINF. 8'1 CMU WALL N N m 19'-7" LiSTL ROOF PURLIN-TYP. It —CMU BOND BEAM W/ 2 #5 CONT. 15'-4" 6" GONG. SLAB 4" GONG. SLAB • • FDN F11 SAC I �zll� c1l 00 CTC W U w FDN F9 10'-8" 1#4 ANCHOR BAR CONT, AT SLAB EDGE 6" GONG. SLAB •I• EPICORE DECKING 811x11 1/2" CONC. CAP BEAM W/ 2#5 BOTTOM BARS CONT. REVISIONS BY 3-8-04 S.B. r i u s w- W ui Z 0 Z lu O t9 sF e) W noo 6 lLuu oo UZ�Qtfl Z a W Q to VoCk Fx a X _3= Q L1QL—IL W 3? wz Lkf ONO Go , i Q IJLI �0N ILJ Q co Q l0 z Q Q Q- 2 H z_ 0 IL r U ILI U W t � z CL CQ G < - I— IL1 Q z REINF. 8" ^' CMU WALL 4" GONG. SLAB 0 - '` DRAWN CHECKED S. B, DATE 10-6-03 JOB NO, 200308 SHEET' k OF FIRE EXTINGUISHEXTINGUISHtER LIL&END FE-1 J.L. INDUSTRIES COSMIC 10E EXTINGUISHER RATED U.L. 4A-60BC PROVIDE STANDARD WALL MOUNTING BRACKET NOTE: J.L. INDUSTRIES IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE LARSON, THOMAS, MODERN METAL PRODUCTS, N''sm� THIS 5UILDING IS TYPE IV CONSTRUCTION PER THE FLORIDA 5UILDING CODE 2001 EDITION. THE OCCUPANCY CLASSIFICATION IS GROUP 'IF11 FACTORY INDUSTRIAL, PROVIDE FIRE SPRINKLER SYSTEM PER N,F,P,A, 13, ORDINARY HAZARD AND ST, LUCIE COUNTY FIRE DEPARTMENT, AREA CALCULATION GROUND FLOOR AREA 2.55' X 250' = 631750 S.F. GROUND FLOOR AREA (ENCLOSED) 20'-8" X 74'-0" = 1,529.58 S.F. MEZZANINE FLOOR AREA (ENCLOSED) 20'-8" X 74'-0" = 1,529.58 S.F. i I_ 11 i_ II 5 1_ 11 �-'-------- ----------- 1 i i i s I A I 11-011 1. II i 1_ B re 451-011 —_---------------------------'_SEE SHEET _ BA-2 FOR 1/411 FLOOR PLANS cq OF THIS AREA _ FE-1E)�FE-1 JMNS WIND WINDCOLUMNS COLU NORTH �1sL�C®gip OGR PLANU�JU,`, DING "B" -- WIND COLUMNS rlM W w Z z w 0) l0 n00 i IL 00 �.ZQ_ w (D x �aF-IL W �mz _mx C.3 a Z) oop0-00 j J� a►u`� 2 C-4 Lu 0) COa U) s F z � z Q a Q H (� V 0 a Lol Z V 0 V/ IL U W U z a — IL ~ Lu Q z 7'-0" 4 SPACES X 1'-81' 7'-0" 17-11" 18 TREADS X 11" 18'-6" BOLT CHANNEL TO WALL W/ 4" 17'-7" 4u 1 7/8" STL 3X1 1/2X1/4"XLLV 1/2" DIA.x3" LG STUD ANCHOR (TYP. 10 PLCS) AT 2'-0" MAX. O.C. CONT. 1/4" TYP. TRAWL #7720 OR EQUIV,) 1 /j35 NMC10X8,4 (TYP.1 0 TYP, MC10X8.4 — a (TYP. 2 PLCS.) xo 1/8° TYP. BEEN REV, L -L L -�I- A I L -lZ1 IH ACCOADANCE WIiH THE Fti TYP. 4 SIDES 12 GAUGE (MIN,I STL TREAD — — TYP. 3/16" AT TR. PLATE PLATE CONT., MULTIGRIP OR BUILDING CODE, FOURWAY PATTERN ON TOP L_ FACE TS3X3 COL BELOW T T Orb VIEW HOLD 111" ITYP, 2 PLACES) / }a,?8R A 1/211 = 1'-0" o STL. TUBE COL. STL. TUBE COL, STP 11" TREAD TS3X3X.187" MIN. TS3X3X.187" MIN, rNC, L 1n TYP, m (TYP.2 PLCS).. (TYP. 2 PLCS) "N'tESE PLANS AND ALL PROPOSED WORK `- ' ARE SUBJECT TO ANY CORRECTIONS N REQUIRED BY FIELD INSPECTORSTHAT MAY BE NECESSARY IN ORDER TO 7,636 COMPLY WITH ALL APPLICABLE CODES. 12 ' 4"X7"X1/2" MIN. STEEL 41IX7"X7/2" MIN. STEEL � \ N BASE PLATE W/ 1-5/8116 BASE PLATE W/ 1-5/8110 H X 4° LG:'GALV STEEL STUD TYP g/16u X 4" LG. GALV STEEL STUD \ ANCHOR TO SLAB ANCHOR TO SLAB A _ 0'-0" - MC10X8,4 71 STRINGER TYP. 1/16 \ - 1/8 3/16" STL TREAD PLAT , a� O co PREFINIS ED 24- GA. STEEL. WALL PANELS PREFINIS ED STL WALL FLASHING 10'-8" tp N COLD BEND NOFOUR G v I Q r• A T S T E E L A I R MULTIGRIP OR FOURWAY PATTERN ON TREAD FACE 1/2" _ 1'-O" A' DESIGN LIVE LOAD = 100 PSF 24 GA. ZINC. </ ALUM. H ^ � I � COATSHEETS STEEL ROOF G.V: �"� SHEETS A- 1 1/2" - 11-0" 221-2"'MA: 24 GA. ZINC. / ALUM. 3" VINYL FACED COATED STEEL ROOF FIBERGLASS SHEETS INSUL 24 GA. ZINC. / ALUM. STL ROOF COATED STEEL ROOF PURLIN-TYP. STEEL PURLINS SHEETS N 11224 GA. ZINC. / ALUM. WALL BRACING W RAKE ANGLE STL ROOF COATED STEEL ROOF SHEETS SEE STRUCT PURLIN-TYP. Q 12 > PREFINISHED PURLINS STL RAKE 3" VINYL FACED 19'-7" TRIM ENDWAL FRAME '��,,,,, 24 GA. Z!INC, /ALUM. COATED ,STEEL ROOF FIBERGLASS �• SHEETS INSUL I 24 GA. Z'1NC. / ALUM. 6" R-19 IBERGLASS 6" R-19 FIBERGLASS ',. COATED STEEL'ROOF,� INSULATION RAKE AN SHEETS 12 INSULATION 3" VINYL FACED ACOUSTICAL TILE ACOUST. TILE CEILING ACOUST: TILE CEILING LE 1 r , - ` STL ROOF FIBERGLASS CEILING ' 1T-5.34° INSUL. PURLIN TYP. 6" R-19 FIBERGLASS' PREFINISNED •• 3 5/8" 25 GA, GALV. PURLINS CMU BOND BATT INSULATION " STL RAKE 3/4 STUCCO - STEEL STUDS AT 16" TRIM = BEAM W/ 2 ON PAPER o 0 C CONT W/ 5/8" 3" VINYL FADED STL ROOF _ #5 CONT, 5/8" DRYWALL BACKED WIRE <Y PURLIN-TYP, N LATH 3 5/8" 25 GA. GALV. ENDWALL FRAME I FIBERGLASS' FILLED CELLS i Wx 18 GAUGE AT 241EL STEEL STUDS AT 16° O.C. CONT. W/ 5/8" 3° VINYL FACED FILLED CELLS— •• 15'-4" &/1 SVCONCEAFILL •. 15'-4MA MAX. O.C. CONT. DRYWALL EA. SIDE W/ CONC: FILL CMU BOND FIBERGLASS & 1 #5V EA. BEAM W/ 2 CELL PER PLAN INSUOFFICE L CELL PER PLAN #5 CONT. 3 1/2" R-11 FIBERGLASS •• CONC. BEAM " fl GATT INSULATION STORAGE CONC. BE SEE STRUCT. STL CEE STUD HORIZ. 5/8" PLYWOOD ' SHEATHING SEE STRUCT. BLOCKING CONT. CONT., EXT'R STEEL GIRTS (TYP. 2 PLCS) GRADE, TYPE - PREFINISHED 24 STL BLDG CHANNEL GIRT W/ C-D OR BETTER, o 1/2" DIA,x3" LG STUD ANCHOR 1/2" DIA.x3° LG STUD ANCHOR V 6"x18 GA. STL STUD FACE GRAIN AT 4'-O" MAX. O.C, CONT. GA. STEEL WALL AT 4'-0" MAX. O.C. CONT. TRAWL #7720 OR EQUIVI PANELS (RAWL 07720 OR EQUIV.I O TRACK TO STUDS 6" CONC. SLAB 6" CONC' PREFINISHED STL 6" CONC. SLAB 6" CONC. -.6" CONC SLAB WALL FLASHING SLAB SLAB 10' 8" 10'-8" 101-8" Ep cV •. • EPICORE EPICORE 6" R-19 • • • • O • • DECKING CMU FILLER • • - EPICORE ri DECKING FIBERGLASS CONC. BEAM EPICORE DECKING TO DECK EPICORE INSULATION SEE STRUCT, ABOVE DECKING DECKING SEE BEAM CONS BEAM 8"x10" CONC. 8"x10" CONC. SEE STRUCT: SEE STRUCT. ACOUSTEILING TILET CAP SEE CAP SEE CEILING STRUCT. STRUCT. ELECTRICAL ELECTRICAL BREAK MAINTENANCE MAINTENANCE ELECTRICAL PLUMBING MANUFACTURING _N _ _ 4" CM in U - o `� PARTITION m REINF. 8" `� REINF, 8" CMU WALL of CMU WALL MEN SEE STRUCT. SEE STRUCT. FOR REINF 8" CMU FOR REINF n ' REINF, 8" REINF 8 REINF. 8" PARTITION t CMU WALL I CMU WALL CMU WALL N N 0 DRYWALL INSIDE 3 1/2" R-11 FIBERGLASS BATT INSULATION 3" VINYL FACED O FIBERGLASS m INSUUL. STEELGIR OFFICE STL BLDG CHANNEL GIRT W/ 5" CONC, SLAB m _ N UIF QUO •— W U �� fl — F CDN F9 CTION A - 1/2"=1'-0" SEE STRUCT. SEE STRUCT. SEE STRUCT. FOR REINF FOR ..REINF FOR REINF 5" CONC 5" CONC. 5" CONC. : 5" CONG 5" CONC, SLAB SLAB SLAB SLAB SLAB N FDNci Fll W OU - FDN F11 (ifFDN F9 FDN F70 FDN F11 E TION SECTION PA- . =ION SECTION A SECTION A- 1/2"=1'-0" A- 1/2"=1'-0" e 1/2"=1'-0" REVISIONS BY Q 3-8-04 S.B, I V 101. 0 d 00 n ® O 0 ]G U �i 00 U Z d) 1� W Q N �Y v = Q ZWQAIL Wz W •--- !Q. =L - �- °- N OD LLi J LIJ a to N N Q coQ l9 I (A � z Z 4 V f� z r' U ® ' !� E L rtn� U Lu rl ate✓ i� W z ;-' Q. LL W Q z DRAWN S, 5./N. L. CHECKED S, B, DATE 10-6-03 JOB: : NO', 200308 SHEET BA-6 k OF 7 m E} MI VISIE AIR FITT R.V. VENT THRU WALL W/ DISCHARGE AT 6" MIN. & 24" MAX. ABO\ GRADE R.V. VENT THRL W/ DISCHARGE MIN. & 24" MA: GRADE VISIB AIR ( FITTI RELIEF VENT) RUN I ' / RUN IN WALL TO EXTERIOR EXPANSION TANK MIN 2 GAL OT WATER i?I NTS RISER LEGEND ANNEALED -TEMPER COPPER TUBING, BELOW FLOOR SLAB (ATC) PIPING UNION, DIELECTRIC TYPE GATE VALVE, ALL BRONZE, RISING STEM, 125 P.S.I.G. COLD WATER RATED AIR CHAMBER, 18" MIN. LENGTH, PIPE SIZE PER RISER 'd LQ t-1 iy SEE SITE UTILITIES FOR CONT. 1/2" G.V. 3/4" DEU--� FLOOR SLAB LINE - TYP. 3" VTR I 2" L V LAV i 2" j 2" WC 211 i /i -2" TO SEPTIC 4 SYSTEM - SEE \\ I CIVIL DRAWINGS \ I FOR CONT. 211 \ \\\ 2u LAV \ ` I 1 2" I 2" VTR I� I 2" BWASH RADLEY q} q, Aq°\JIE"9ED FOUNTAIN TE 4 I� ACCORDAgEv ITHThE FLORIDA mianivacoM OLD NTS \ \\�2" -3" \ \r I \ —4" ECO I I \\�-211 AT GRADE-411 I \ 211 I 1 / 4u I 211 I BRADLEY WASH FOUNTAIN Tf"�c PLANS AND AU pRWOSEQ CVO ARE SttR,tECi TO AidY CORRECC77O A"CU'IRED By F'EiO t CTORS THAT MAYBE RECESSAF€Y (R ORDER TO'i Coil' 'r~'x MTH :�, A q�C UE COM_, <r2" I FREVISIONS7BY) 1Q 3-8-04 S.B. Ilz O tD s�- � c7 GO n00 UILUe) �--� Z Q lu --0 i N C7 X w V F_ �- QW ~mZ UQ� Q!o-®O QLLj- N co JJ�} lu �EDcli ui Q co IcA"� z z CD O Z U O cA J LL � N U W Q � U � � W U Z II � Q IL ~ uj Q Z DRAWN S, B, CHECKED S. B. DATE 10-6-03 JOB NO. 200308 SHEET AP-2 OF 2 " BIRD & INSECT SCREEN ON INLET FACE, 8"x8" INTAKE DUCT DOWN W/ CONN. TO R/A DUCT O OUTDOOR INTAKE HOOD ON ROOF, 10"x10" THROAT, BIRD & INSET SCREEN ON INLET FACE, 10"x10" INTAKE DUCT DOWN, 2-8"x8" DUCT CONN. TO R/A DUCT O O O O INTAKE DUCT, PER W/ AC UATOR,PER AHU CONTROLS RISER 8O BOTTOM TAKE -OFF OF BRANCH S/A DUCT, , DUCT DOWN TO HORIZONTAL S/A DUCT BELOW DECK OF ATTIC STORAGE ROOM (6 PLC ) O BOTTOM TAKE -OFF OF BRANCH R/A DUCT, I DUCT DOWN TO HORIZONTAL R/A DUCT BELOW DECK OF ATTIC STORAGE ROOM (4 PLC ) 10 11 8"x8" EXHAUST DUCT UP TO ROOF DISCHARGE HOOD, 8"x8" THROAT, BIRD & INSECT SCREEN ON OUTLET FACE 10"z10" EXHAUST DUCT UP TO ROOF DISCHARGE HOOD, 10"x10" THROAT, BIRD & INSECT SCREEN ON OUTLET FACE 13 14 REFRIGERANT PIPING THRU EXTERIOR WALL AT 12" NOM. A.F.F. IN PVC PIPE SLEEVE. PIPING UP IN WALL CAVITY TO ROOF TRUSS SPACE. 15 SECONDARY CONDENSATE DRAIN ABOVE CEILING, 3/4" PVC PIPE '& FITTINGS, ELBOW DOWN THRU SOFFIT W/ DRIPTO GRADE (TYP. 4 PL S) 3PRIMARY CONDENSATE DRAIN ABOVE C ILING, 3/4" PVC PIPE FITTINGS, DOWN IN ALL CAVITY, THRU EXTERIOR WALL AT 12" OM. A.F.F. OUTDOOR DRIP TO DRYWALL (TYP. 4 P CS.) 1/4" = 1'-011 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVISIONS BY re ua w z 'Hn v z lu owl - el co WN 00 01 '..IGUIL0 C:> rk�: ►u a x LL1 u IL uc w Wlz A�a-0o _ cn co �lu� awu`r � 0 cq lu CD ra 00 Q z z a Q �- CL cD O Q� z ca O H �A ✓ W Q � U IL t� W U � Q I- S J � Lu Q z ® MORMI'� 1 DRAWN 5, B./N. L. CHECKED S. B, DATE 10-6-03 JOB' NO, 200308 SHEET AM-1 Or- 2 13J2' SOUTH OF ST. LUCIE BLVD. 4" 7 x x x— x — x x-- x 1 I � �-O"!SPARE Y I I I� PP 0/H 13.2KV3? I TEL TV I, II TYPICAL — LIGHT / POLE ' �I LIGHTED I� I \� SIGN J \ 0 z x -X— X — X X -- X x X- x-- TC2/TCJ 1 4#10 (L 2J/10 (SIGN 2,f10 SPAR 2" SPARE 1,¢'10 GND �2" TEL\ 1 I I \ (t;7 - PROPOSED 'I FPL UNDERGROUND HIGH VOL TA GE LINE / I i PAD MOUNT ( TRANSFORMER POWER SERVICE ( 9& (1 III 9";, BUILDING A- - - - LIGHT FIXTURE(S) McGRA W EDISON IGM-A-40= 1-2-9 BRONZE HAND HOLE W/ EPDXY WIRE SPLICES CONDUIT AS - S/ZED ON PLAN 1 11 4#10+2#10*1OG — — — — — — PRECAST CONC. POLE PROVIDE CET TIFICA77ON BY FLORIDA P.E. SHOWING 140MPH WIND RA TING W/ TH SPECIFIED FIXTURES UL LIS7ED SPLICE BOX WITH EPDXY SPLICES CONCRETE PULLBOX WITH TRAFFIC RATED COVER #4 (CU) GND 518'X10' CU GND ROD — POLE DETAIL SCALE - TYPICAL POLE, SEE DETAIL IT ELECTRICAL 517E PLAN 111=401-011 Lu R 0 M g W o a � � � W � 2 g 4i o w R j REVISIONS BY KUHNS ENGINEERING CORP. PE# 15406 EB# 3289 825 PARKWAY STREET, SUITE #12 JUPITER, FLORIDA, 33477 ENGINEER NE�FACTURING PLANT ATLANTIC TRUSS COMPANY PT PIERCE, FLORIDA STE HEN A, BROCK ARCHITECTS INC 4189 ELM AVE., PALM BEACH GARDENS, FL 33410 SABAI@BELLSOUTH.NET AAC000636 j561) 622-4480 FAX (561) 630-0784 AMP' PROPOSED WORT � ANY CORRECTIONS eyfl+D]NSPECTO'RS TH' AlAY8EWMRYIN ORDER TO COMPLY VWITH ALL APPUCASLE' CODES, DRAWN N. L. JOB N07 200308 CHECKED H. K. SHEET n E ^ 1 f� pF DATE 10/06/03 REVISIONS BY --- �-II A-2tA-5 II OFFICE STORAGE Q A-5 n ( n A- I -_ II TWO !� ONE FOR 2-LAMPS OTHER FOR 2-LAMPS H,6 EACH FIXTURE B-9,11 oc I I Qc --- i IL - - - -- Li AHU-3 ENGINE RING A-4 n I � A -a COPY A-11 _ IF ---- II HA U-2 1 11 )0 Imo_-- AA-1 A-21 I I B-5,7 OC ®� A-19 A-3 A-11 A-10 SERVER A-12 a A-3 Y A-14 I L(D mi� A-17 l .'m A-13 �© Qo ❑ wP C A-s OFFICE 20 OFFICE A- n RECEPTIO n A-18 A-7 A-22 A-7 A-5 lo�i -32 lrA-36 HALL 0 Em A-30 A-13 OFFICE II TWO 2" TEL TO PROPERTY I I LINE -NOTE G li 11' _ II II OFFICE I I II II II II II II II ® Q II fI A-7 A-24 I wp A-29 II 1I r II TOILET CU_4 I I -• I' I / II II A-15 VS INTAIN OPERA77NG low 4MA SPACES II A' B. , A - 9 / j TEL BOARD A-26 / ® 4 / CU-2 WH ELECT/ T i JANLL / T I L+ MAIN TA SPACESN OPERA 17NG / 1-75 \ CU_1 Q / DRY TRANSFORMER / ON CONCRE7E SLAB AT SAME A-15 / / ELEVA77ON AS A-13 ® i FLOOR A126 / OFFICE OFFIC / i/ / C A-15 / 2" SPARE TO BLDG B' QO OQ / I / 2" TEL TD BLOG $' 7 0 CB 3 \ � TO 480v soulzcE TC tz. o co Off W �WWP4 z wow z �i�L1r�y 00 000 �U-101 u 00 UZN40 C�o •—+ w Q -- � tQ cia o x Q U Q Iu Q 1L ti t�tLiZE z ���F LL_I Q �Or!�QOp w-� awl CA Lu Q CO(F) z � Q z � Q CL C) C U O rY z U O H (n IL U U L � LU z 0- Q Z7 � u � z Q ELECTRICAL FLAN BUILDING "A" LR-1.6 SCALE: 1/4" PIAG AND ,AllPAOPOSEDWORK � p NO7ES CtTO ANY CORRECTIONS _ 1. MODULAR FURNITURE. THIS PROJECTWI INVOLVES WORK STA77ON CUBICLES TH hCh1l1 DEY {E(,DINSPECTORSTHAT SG�AVAwY N€CESSARY IN ORDER TO FACTORY CHASES, DUCTS AND RECEPTACLES. BEFORE BIDDING, COORDINATE {M77� MAY TAP BOXESTHE , AND SERVICE POINTSMON FURNIITURE.CAFROM ACCESSIBLE POINTS ABOVE 77ONS OF PORECOMM POLES. COMPLY WO ALL APPLICABLE CODES. CEILINGS RUN 120V CIRCU175 CONNECT POWER/CORM POLES TO FURNITURE WITH FLEX CONDU17S FOR POWER AND 7EL/DA7A. CONCEAL CONDU17S AS WELL AS POSSIBLE AND LOCATE WHERE ACCESSIBLE. ASCERTAIN ALL SPECIAL REQUIREMENTS OF THE BUILDING DEPARTMENT. SCHEDULE AND COORDINA7E PULLING OF TELEPHONE AND DATA CABLES. DRAWN 2 SMOKE DETECTORS ARE SHOWN ON MECHANICAL DRAWINGS N, CHECKED H. K. DATE 10/06/03 JOB NO, 200308 SHEET AE-2 OF 4 i i SYMBOL DESCRIPTION §� DUPLEX RECEPTACLE OUTLET NEMA 5-20R DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT WIRED" Qp� DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER ® SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG O FLOOR OUTLET W1 BRASS PLATE &CARPET RING $ SPST SWITCH $, 3-WAY SWITCH 4-WAY SWITCH SPST SWITCH W1 PILOT LIGHT $ DIMMER SWITCH WATTAGE AS NOTED LIGHT FIXTURE SURFACE Z RECESSED LIGHT FIXTURE WALL MOUNTED �/=1 FLUORESCENT LIGHT FIXTURE SURFACE RECESSED / FLUORESCENT LIGHT FIXTURE SURFACE RECESSED I---i FLUORESCENT STRIP LIGHT FIXTURE EMERGENCY BATTERY PACK LIGHT FIXTURE W 2 25W LTS. 101 / ®1 EXIT SIGN, UNIVERSAL MOUNTING DOUBLE SINGLE FACE ARROWS AS INDICATED 0 N' FUSED SWITCH,30A SWITCH, 20A FUSES,2 POLES IN NI MOTOR STARTER,NEMA SIZE 1 V3 SWITCH STARTER, 30A, NEMA 1, 3 POLE ter- PANELBOARDS, SEE SCHEDULES ❑ TC TIME CLOCK SWITCH, 4P-ASTRONOMIC W RESERVE w TELEPHONE RECEP-44 BOX WITH SINGLE GANG ADAPTER AND 0" EMT TO ACCESSIBLE CEILING SPACE ® DATA RECEP-4z4 BOX WITH SINGLE GANG ADAPTER AND 0" EMT TO ACCESSIBLE CEILING SPACE D FIRE ALARM PULL STATION 04 FIRE ALARM HORN AND ADA STROBE r�`A FIRE ALARM PANEL SMOKE DETECTOR CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED WITH AHU SHUT DOWN RELAY AND REMOTE TEST STATUS STATION. ADA STROBE LIGHT AT +BO" MOTOR STRIP HEATER W INTEGRAL CONTACTOR AHU AIR HANDLING UNIT CU CONDENSING UNIT WP WATER PROOF GFI GROUND FAULT INTERRUPTER VOLUME CONTROL +44" -& I QUADPLEX RECEP i Lill 1111191111101 as I MEN mm =a o■■■■■■®�■■►gym►� o■■■■e■s■�■■►_�►�o o■■■■■■ m■■■■■■ ®■■■■■■0®■■►►/0►/m m■■■■■■ m■■■■� m m■■■■■ m■■■■■0®■■►�►gym m■■■■_�■®■■►-gym►-� m■■■■0111 0 m■■■ m■■■■ m■■■■ ■r ►�m►•l® ■■■■■■© ►-�►-gym■ - e■■■■■© rr r� m►o-r■■ ■■■■■■o ■■©��►� ►�o►q� •• ■■■■■■o ■■►BIw03 Sr ►/►►fE�■■ •- ■■■■■■m rr m►��d■0 ■■■■■■m ■■mp'30 _�o►--� ■■■■■m ■Is 001633001 MIS m No �'Iimqwmmm 1-100103030 �� m ► 163 •" ME SEE ■■m►�►� US 0 IN �r ►_o►/[�I■■ - ■■■■■■mm OR on 10 M a FOR VAS 04m►_a e■■■■■m ►-�►�m ��■am ■■_�►�o �� ■►tea ■■ o►41►4 �r ►4►3■I MOM■�■® SO -• IMMMARm WVMOO 1 .• . ■■■■■m ■■�►/�� ►�0►�■■— ■■■■■■m ■■�3■�4 �t�♦d• ■■■■■■m ■■//�/■ 11 �. ■ • eee• ■ • eoe• oeL• see, �� e • ••• iilIF• �■ L�J11f�Y�� fia • ■ • •• • eNA• Rolew w lau"'!• • '•• :o 0 it LIGHT T FIXTURE SCHEDULE A7LAN77C TRUSS COMPANY BUILDING A' MARK LAMP A 4F32 B 3F32 PANELBOARD SCHEDULE 'B' LOAD DESCRIPTION mom 0�© o■a� ®���% m■UM■a M■■■■ m■■■ m■■■ m■■ m�■■�■r■■■n■■■o41■►1 ma■ m■■ m■■ m■■■■ m■■■■ �t�tm ■■©�© Ott�t®• �� m►t►-r ■■�■ao ■■m►t►--' rr 111{m ■■���� ■■►ho rr ►�m►� ��■�® �►3m►-4 ///■ ■■■■■■®„ ■■////■ �r ►�s►� ■■■® ■■► IN0� ►�►�■ ■��m _ ■■►==�■ rr ■Ao-4, ■■■■® M■►05 rr ��■�� ■■■gym rr ►-�►_3■ ■■■■m ■►_�►_�■ �� r� ■►_MB ■■■® ■■►_�►_� _�►_3■ ■■om ■►a►_�■ �a ■� �� ■■■■■■® ■■■� o ����■ ■■■■■■m ■■a®►/■ BRANCH POLES: a- 3C] 42M B ` A ' DESCRIP7701V 4 �4. GENERAL ` 2x4 LAY IN TROFFER, ACRYLIC PRISM477C LENS -CROSS HATCHED ARE EMERGENCY WTH 1,100 LUMEN BATTERY PACKS METALUX AF26P-432A-LE ,f2GP-432A-180 GENERAL " 2x4 SIMILAR TO A; 5 LAMPS METALUX 12GP-332A-LE 12GP-332-180 C 2F32 GENERALmoo 2x4 SIMILAR TO A; 2 LAMPS METALUX 12GP-232A-LE 12GP-232-180 D i 2U32 GENERAL 2x2 SIMILAR TO A' METALUX 126P-2U678A-LE 126P-2U678A-180 E LED EXIT LIGHTS UNIVERSAL ARROWS, UNIVERSAL MOUN77NO WHI7E UNIVERSAL FACES SURE-UTES #CCX-7-0-R-WI F 2F32 TOILETS WRAPAROUND ACRYLIC -BATTERY PACK METALUX WE 232A-180 � - G 2PAR150FL SOFFIT FLOODS STONCO f670OW H R3075 PORCH SOFFITS RECESSED, DAMP LABEL, 6" DIA HALO //H7RT--429 SERVICE RATED" 2771480V 14,000 AIC � 100 3 CB , / NEMA 3R TVSS FPL 8 PAD MOUN T � #3 2"-4#3+3G i T75 TC I BUILDING 'A' LOAD CALCVLA77ONS LIGH77NG RECEPTACLES 07HER HVAC DIVIDE BY J60 DIODE BY 832 10, 080 VA 12,740 2,040 21,120 45, 980 VA 128A PANEL 'A' 55A 480V SERVICE I GDIV SLo°i lE COS LY 1•�QCE IED F y ,n EV� REVISIONS BY f� r' O c\1 c2:1 F � W w�W A W x zwEcn z wo>w z W �F a xac� ' owl- (1) c0 cr)00 O' 00 Uz�Qlfl O rt--N z Q W U) X = Q z Q�IL Lu LLJ co LILI U Q 0_ 0o �Q jTt J UJ to CO < Q +_ I z >_ Q z D_Q C) C O z U 0 t--j L U W Q U U F-, z 0- Q z Q R EVtEWED� nix, p�D PE T yB1; .�._ VLA� �S4EC1fN1�; or�`QL , ^f * GROUND=,30' COPPERCLAD "-414/0+4G GROUND 'ROD MEASURE 10. OHMS MAX WITH a BOND TO BLDG S7EEL AND CWP T75= DRY TRANSFORMER 75KVA 3PH 480 DEL TA BLDG A 1201208 WYE VEN7ED RISER DIAGRAM PADMOUNT NEMA 3R 480/0 120-208V 3 PHASE DRAWN N. L. CHECKED H. K. DATE 10/06/03 JOB NO, 20030''8 SHEET Aff-5 OF 4 REVISIONS BY ELECTRICAL SPECIFICATIONS GENERAL PROVISIONS PROVIDE ALL LABOR, MATERIALS, TOOLS, SUPPLIES EQUIPMENT AND TEMPORARY POWER FACIL177ES TO COMPLETE 7HE WORK SHOWN ON THE DRAWINGS AND SPECIFICATIONS. ALL SY57EMS ARE TO BE COMPLETELY OPERATIONAL. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWNGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MOST STRINGENT. OPERATING CLEARANCES. INSTALL ALL WORK NEATLY SO AS TO BE PROPERLY ACCESSIBLE FOR OPERA77ON, MAINTENANCE AND REPAIR. JOB S17F VISIT. WS/T THE PROJECT SITE PRIOR TO SUBMITTING A BID. VERIFY ALL DIMENSIONS SHOWN ON DRAWNGS AND DETERMINE THE CHARACTERIS77CS OF EXIS77NG FACIL177ES WHICH WILL AFFECT THE PERFORMANCE OF THE WORK, INCLUDING ]HOSE NOT SHOWN ON DRAWINGS OR SPECIFICATIONS SUBS77TURONS ALL EQUIPMENT SUBS777U77ONS MUST BE APPROVED IN WRI77NG BY THE ENGINEER PRIOR TO BIDDING. TEMPORARY LIGHT AND POWER. 7HE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING ALL MA7ERIAL AND EQUIPMENT REQUIRED TO PROVIDE LIGHT AND POWER TO PERFORM ALL WORK OF ALL TRADES DURING CONS7RUCAON, AND UN77L WORK /S COMPLETE. COST OF ALL POWER CONSUMED DURING CONSTRUC77ON SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. MATERIAL SUBMITTALS. SUBMIT SIX (6) SETS OF SHOP DRAWNGS AND EQUIPMENT DESCRIP77ONS FOR ALL ELECTRICAL WORK PRIOR TO ORDERING. ELEC7RICAL MATERIALS FOUND ON 7HE PROJECT WHICH DO NOT HAVE THE ENGINEER'S APPROVAL MUST BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTORS EXPENSE. TRENCHING AND BACKFILLING.- EXCAVA770AI OR DRILLING, BACKFILLING AND REPAIRING OF PA VING AND GRASSING IS TO BE IN THE BID OF THE ELECTRICAL CONTRACTOR. THE ACTUAL WORK NEED NOT BE PERFORMED BY THE ELECTRICAL TRADES. HOWEVER, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, DRILLING, DEWATERING, BACKFILLING, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELEC7RICAL WORK. LOCATE AND PR07ECT EXIS77NG U77LI77ES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WLL ENSURE THAT NO DAMAGE OR SERVICE IN7FRRUPRON WLL RESULT FROM EXCAVA77NC OR BACK - FILLING. PROTECT PERSONS FROM INJURY AT EXCAVA77ONS BY BARRICADES WITH WARNINGS AND ILLUMINATION. IN THE EVENT, IT IS SUSPECTED THAT AC17VE' ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. TESTS. CONDUCT OPERATING TESTS FOR APPROVAL. THE SYSTEMS SHALL BE DEMONS IRA 7ED TO OPERATE IN ACCORDANCE W17H THE REQUIREMENTS OF THESE SPECIFICA7ONS 7ESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR AN AUTHORIZED REPRESENTA77VE FURNISH ALL ITEMS REQUIRED TO PERFORM TESTS DIVISION OF WORK. ALL POWER WRING IS 70 BE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DISCONNECTS, STARTERS, THERMOSTATS, FIRESTATS, CONTROL TRANSFORMERS, SW/7CHE5, ETC., WTH THE OTHER CONTRACTORS TO MAKE CERTAIN NO I7EMS ARE LEFT OUT OF THE BIDS. THE PRIME CONTRACTOR SHALL MAKE ANY SPECIAL DECISIONS REGARDING THE DIVISION OF WORK BETWEEN CONTRACTORS IN NO EVENT SHALL SUCH WORK REQUIRE ADD17701VAL EXPENSE TO THE OWNER. FAILURE OF THE ELECTRICAL CONTRACTOR TO COORDINATE AND DOCUMENT THE SERVICE MAY RESULT IN THE ELECTRICAL CONTRACTOR BEARING ALL COST' OF SERVICE CHANGES LOCATIONS THE ENGINEER MAY MOVE ANY ELECTRICAL DEVICES BY AS MUCH AS _ SIX (6) FEET PRIOR TO ROUGH -IN AT NO ADD177ONAL COST. CIRCUITS. ALL OU7LETS, LIGHT FIXTURES AND OTHER 17EMS OF EQUIPMENT SHOWN _ ON DRAWNGS ARE TO BE CIRCUITED. BIDDING FROM A FULL SET OF DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWNGS AND SPECIFlCA170NS PRIOR TO BIDDING, AND /S TO BECOME 7HOROUGHLY FAMILIAR WTH THE ARCH17EC7URAL, CIVIL, STRUCTURAL. ' MECHANICAL AND LANDSCAPING FEA TURNS OF THE PROJECT. PR/OR TO BIDDING, THE ELECTRICAL CON7RACTOR IS TO HAVE A COMPLETE UNDERS/CANDING `y OF CEILING CONFIGURA170NS, WRING SPACES, FIRE RATED SURFACES, FOU' ®' AIR CONDITIONING DUCTWORK, SPRINKLER PIPING, PLUMBING AND ALL 07HE TURFS WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO COND177ONS IS PJECT TO BE BID W7HOUT A COMPLE7E SET OF DRAWNGS AND SPECIFICATIONS. FIRE RATED SURFACES. FIRE WALL, CEILING AND FLOOR PENETRA77ONS ARE TO BE MADE WTH METALLIC RACEWAYS IN A U.L. APPROVED MANNER. DO NOT KNOCK HOLES INTO VOID SPACES OR OTHERWSE DEGRADE FIRE WALLS. ALL PASSAGES INTO OR THROUGH FIRE WALLS ARE TO BE PERFORMED IN A MANNER ACCEPTABLE TD THE BUILDING DEPARTMENT. ONE (1) HOUR FIRE WALLS ARE TO BE PENE7RA72 D IN EACH STUD CAVITY FROM ONLY ONE (1) SIDE IN A U.L. APPROVED MANNER, ------ ----- -====E L E C T R/ C A L N 0 TES== BASIC MATERIALS IALS N METH THESE NOTES APPLY TO EN77RE PRO✓ECR MOLDED CASE CIRCUIT BREAKERS BREAKERS SHALL BE 7HERMALMAGAIE77C U.L. APPROVALS. ALL ELECTRICAL MATERIALS ARE TO BE APPROVED BY THE UNDERW 17ERS OPERATED, WITH SHORT CIRCUIT RA77NGS IN SYMMETRICAL AMPERES EQUAL A CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS LABORATORIES TO OR GREA7FR THAN 7HE AIC RA77NG SHOWN ON THE DRAWINGS. AND SPECIRCAAONS, THE NA77ONAL ELEC7RICAL CODE AND APPLICABLE LOCAL CODES, W-11CHEWR IS MORE 57RING£NT. GALVANIZED RIGID CONDUITS. RIGID STEL CONDUITS (GRC) AND FITTINGS ARE TO BE MOTOR PROTECTION. ALL MOTORS ON THIS PROJECT ARE TO BE FULLY B CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER 7HHN OR,7HWN SCHEDULE 40 MILD STEEL Pl GALVANIZED; UNDERGROUND GRC CONOUl7S ARE TO BE PROTEC7ED IN ACCORDANCE WITH THE NEC. EVERY MOTOR IS TO BE UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. PRO7FC7FD FROM OVERCURRENTS BY 7HE INSTALLATION OF FUSED COATED WITH ASPHALT EMUL/ON TO RESIST CORROSION. SWTCHES LOCATED IN SIGHT OF MOTORS. EACH AIR HANDLING UNIT C RACEWAYS. RIGID GAL CONDUIT AND ELECTRICAL METAL TUBING ARE ELEC7RICAL METAL 7UBING. UBING EMT' SHALL BE STFEL TUBING, ZINC -COATED INSIDE IS TO BE FED WTH A FUSED SWITCH FOR 7HE HEA7ER, AND A SECOND TO BE USED /N INTERIOR SPACES. DO NOT USE AC CABLES OR NON- FUSED SWITCH FOR THE MOTOR (MOTOR SWITCH MAY BE ELIMINATED IF METALLIC TUBING. AND OUTSIDE. FITTINGS SHALL BE ZINC -COATED. BENDS WHICH TURN UP OUT OF CONCRETE THE AHU IS EQUIPPED WITH INTEGRAL PROTECTION COORDINATED PRIOR SHALL BE TREATED WITH ASP ALT EMULSION TO RESIST CORROSION. TO BIDDING) D THE ELECTRICAL CONTRACTOR IS TO COORDINATF HVAC. WITH THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) TRADE TO MAKE PVC CONDUITS NON-METALLIC CONDUITS SHALL BE POL YV/NYL CHLORIDE (PVC), U.L. IN APPL/CA77ONS WITH MOTORS OVER ONE (1) HORSEPOWER, AND WHERE CERTAIN ALL POWER C/RCU175; CONTROL CIRCUITS AND CONDUITS ARE INCLUDED APPROVED FOR 90C, HEAVY WALL, SCHEDULE 40 RIGID. (EXCEPTION.- FPL CONDUITS) 'OFF' 1N THE BIDS. ALL HVAC EQUIPMENT IS TO BE PROTECTED CON7ROLS OTHER 7HAN MANUAL ON' AND ARE REQUIRED, MAGNETIC WITH FUSES DUAL ELEMENT) SIZED EXACTLY /N ACCORDANCE WTH THE NON-METALLIC TUBING. ENT MAY NOT BE USED. COIL OPERATORS ARE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND CONDENSING PROPER VOLTAGES, ENCLOSURE TYPES AND START -STOP OR HAND -OFF -AUTO UNITS ARE TO BE CONNEC7ED W7H CONTROL CIRCUITS. UNDER NO RACEWAY LOCATIONS L0CA7�ON REQU/REMENIS SET FORTH BY THE BUILDING DEPARTMENT SWITCHES AS REQUIRED BY THE APPLICATION. OVERLOAD ELEMENTS ARE CONDI77ONS WILL OWNER PAY ADDI77ONAL CHARGES FOR HVAC ELECTRICAL WORK. SHALL PREVAIL IF MORE STRINGENT. ALL CONDUITS SHALL BE GRC EXCEPT WHERE REQUIRED FOR EVERY LEG ABOVE GROUND, STARTERS SHALL BE ALLEN- OTHERWISE SHOWN ON DRAWI GS, AND.. AS FOLLOWS.• EMT MAYBE USED ONLY INDOORS, BRADLEY OR SQUARE D. E SHOP DRAWINGS SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER IN DRY LOCATIONS, OUT OF 501L, WHERE NOT PHYSICALLY SUBJECT TO DAMAGE. FLEXIBLE FOR APPROVAL FOR ALL ELEC7RICAL M47FR/ALS CONDUIT SHALL BE USED ONLY IN SHORT LENGTHS FOR MAKING EQUIPMENT CONNECTIONS. CONDUCTORS CONDUCTORS SHALL BE RATED FOR 600 VOLTS. ALL PVC CONDUIT SHALL BE US&5 ONLY UNDERGROUND, IN CONCRETE FLOORS, OR CORROSIVE CONDUCTORS ARE TO BE COPPER. INSULA77ON SHALL BE TYPE 7HHN, F POWER COMPANY. THE ELECTRICAL CONTRACTOR 1S TO COORDINATE AREAS METALLIC RACEWAYS ARE REQUIRED IN CEILING SPACES WHICH SERVE AS RETURN > . \, EXCEPT WHERE SHOWN OTHERWSE. ALL SERVICE REQUIREMENTS WTH THE POWER COMPANY BEFORE AIR PLENUMS CONDUITS SHALL NOT BE RUN ABOVE ROOFS. LIGHTING BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPECIRCA77ONS IS IN 7H£ BID. REFER TO N07ES ON RISER. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER RACEWAY /NSTALLA770N. WN RE CONDUITS CROSS EXPANSION JOINTS, INSTALL OFFSET LIGHTING. LIGHT FIXTURES SHALL BE INSTALLED USING APPROVED COMPANY. THE ELEC7RICAL CON7RACTOR SHALL MEET WTH THE EXPANSION JOINTS OR SLIDING EXPANSION JOINTS WTH BONDING STRAPS AND CLAMPS. FASTENERS, STEMS, CHAINS, ETC., TO MEET THE REQUIREMENTS OF POWER COMPANY PR/OR TO BIDDING TO DETERM/NE ALL FEATURES, EXPOSED RUNS OF CONDUIT OR TUBING SHALL BE INSTALLED WTH RUNS PARALLEL OR FUNCTTONS AND LOCATONS OF SERVICE. FURTHERMORE, THE PERPENDICULAR TO WALL, SRUC7URAL MEMBERS OR INTERSEC77ONS OF VER77CAL PLANES THE ENGINEER. ALL MOUNTING PROVISSIONS ARE TO BE THE RESPONSIBILITY ELEC7RICAL CONTRACTOR IS TO MAINTAIN CON77N000S CONTACT AND CEILINGS, WTH RIGHT ANGLE TURNS CONDUITS IN STRUC7URAL SLABS SHALL BE OF 7HE ELECTRICAL CONTRACTOR. LIGHT FIXTTRES SHALL BE RATED FOR WITH THE POWER COMPANY DURING THE PROJECT, AND /S TO NO77FY PLACED BETWEEN THE UPPER AND LOWER LAYERS OF REINFORCING STEEL. CONDUIT RUNS 7EMPERATURES SPECIFIED BY THE FIXTURE MANUFACTURER, AND IN NO THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE SHALL ALWAYS BE CONCEALED EXCEPT WHERE INDICATED ON PLANS. A PULL WRE EVENT FOR LESS THAN 90C FIXTURES MOUN7ED IN FIRE RATED SURFACES ELEC7RICAL CONTRACTOR SHALL COORDINATE 7HE SERVICE SHALL BE INSTALLED IN ALL EMPTY CONDUITS -WHERE CONDUITS ARE RUN INDIVIDUALLY, -SHALL BE INSTALLED WTH 7HE SURFACE MATERIAL SURROUNDING THE THOROUGHLY AND DOCUMENT THE COORDINA770N. TRAPS, SECURED BY MEANS OF TOGGLE THEY SHALL BE SUPPORTED BY APPROVED PIPE -STRAPS, BACK AND SIDES IN ACCORDANCE WTH U.L. PROCEDURES. SUCH FIXTURES G TELEPHONE COMPANY. THE ELECTRICAL CONTRACTOR IS TO INSTALL SOL IS ON METAL SURFACES, AND WOOD SCREWS ON WOOD CONSTRUCTION. THE SUSE OF ARE TO BE MANUFACTURED SPECIFICALLY 70 HANDLE THE RESULTANT TELEPHONE CONDUITS FROM WALL BOX TO ACCESSIBLE CEILING SPACE PERFORATED STRAP OR WRES WLL NOT BE PERMITTED. UNDERGROUND CONDUITS NOT - BUILD-UP OF HEAT, WTHOUT UNDUE LESSENING OF BALLAST OR LAMP FOR TELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. UNDER CONCRE7F SLABS ARE 70 BE BURIED AT LEAST TWO (2) FEET BELOW FINISHED LIFE. FIXTURES INSTALLED IN CEILINGS WHICH ARE INSULA7ED SHALL GRADE FOR CIRCUITS RATED 600 VOLTS OR LESS. (AND DEEPER FOR FPL) BE SPECIALLY RA7ED BY U.L. FOR DIRECT CONTACT WTH INSULA770N H DRAWINGS THE ELEC7R/CAL CONTRACTOR /S TO OBTAIN A COMPLETE FIXTURES ARE TO BE GROUNDED. FLUORESCENT BALLASTS SHALL BE SET of DRAWINGS AND SPECIFICAAONS PRIOR TO BIDDING, AND IS TO U.L. APPROVED, RATED BY THE CERTIFIED BALLASTMANUFAC7URERS A BECOME THOROUGHLY FAMILIAR WTTN THE ARCHITECTURAL, CIVIL, CAB/NETS CABINETS FOR OUTDOOR SWTCHES, PANELBOARDS, BREAKERS, WREWAYS, ASSOCIA770N, HIGH POWER FACTOR TYPE, WTH MAXIMUM NO/SE LEVEL S7RUCTURAL, MECHANICAL AND LANDSCAPING FEATURE OF JHE RECEPTACLES, ETC, SHALL BE RATED WEATHERPROOF. NON-METALLIC IS PREFERRED. OF 24DB RELA7FD TO 0.0002 M/CROBARS AS MEASURED BY THE ENGINEER. PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS 70 HAVE CLASS A NOISE LEVEL REQUIRED. OUTDOOR BALLASTS SHALL BE RATED A COMPLE7E UNDERSTANDING OF CEILING CONFIGURATIONS, WRING SPACES; FIRE RA TED SURFACES, STRUCTURAL FEA 7URES, A/R SHORT- CIRCUIT COND177ONS CRCUIT DESIGN. THE DESIGN CALLS FOR A NUMBER OF SPECIAL COND/1IONS /N FOR COLD 7EMPERA7URE INSTALLA7ON (ZERO (0) DEGREES FAHRENHEIT). CON0I770NlNG WORK, 7EMPORARY POWER REQUIREMEN75; PIPING, ORDER THANDLE THE SHORT CIRCUITS AVAILABLE THROUGHOUT THE ELCSYSTEM. A COMPLETE SET OF LAMPS SHALL BE INSTALLED THROUGHOUT THE PROJECT '' PLUMBING AND ALL OTHER FEA7UIR£S WHICH BEAR ON THE ELEC7RICAL UNDER NO CONDITIONS MAY THE ELECTRICAL CONTRACTOR DEVIATE FROM THE DESIGN IN w AT THE TIME OF FINAL ACCEPTANCE METAL HALIDE LAMPS SHALL BE WORK UNDER NO COND177ONS IS THIS PROJECT TO BE BID W7HOUT A TYPES OF SWTCHES, FUSES, CONDUCTORS, BREAKERS OR AIC RA77NG OF INTERRUP77NG COLOR CORRECTED AND MANUFAC7URED BY SYLVANIA. COMPLE7E SET OF DRAWNGS AND SPECIFICATIONS. DEVICES. SPECIAL SYSTEMS / SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL WRING DEVICES GENERAL. WIRING DEVICES SHALL BE RATED FOR CURRENT, VOLTAGE DRAWNGS AND PHASES AS APPLICABLE FOR THE LOADS WHERE BOXES ARE TO BE MOUNTED ON TELEPHONES. INSTALL CONDUITS, BOXES AS SHOWN. TELEPHONE ✓ UNDERGROUND WORK. THE ELECTRCAL CONTRACTOR lS RESPONSIBLE OPPOS17F SIDE OF A WALL, A MINIMUM SEPARA77ON OF TWFLVCE (12) SHALL BE OUTLET BOXES ARE TO BE 4x4xl-1/2 INCH MINIMUM WTH SINGLE GANG FOR DETERMINING THE EXACT ROU[tS OF ALL UNDERGROUND WORK. MAINTAINED. NO 7HROUGH BOXES ARE PERMITTED. BOXES SHALL BE MOUN7ED LEVEL PLATES. CONDUITS ARE TO BE LONG RADIUS TYPES W7H PULL WRES. ROU7ES SHOWN ARE APPROXIMATE POWER, TELEPHONE, CABLE AND PLUMB. COMPANIES AND ALL OTHER U77LITY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED AROUND SWTCHES ARE TO BE SILENT TYPES SIDE-WRED, 20A, 120V - EXIS77NG 077L/77ES. ' ONE POLE TWO HOLE 3-WAY 4-WAY K TVSS POWER SERVICES TO BE PROTECTED FROM LIGHTNING WTH SURGE HUBBELL 1121-1 1122-1-1 1123-1 1124-1 M SUPPRESSORS AT SERVICE THROUGH A 30A BREAKER (IN TERMA]7C BRYANT 1121-1 1122 1 1123-1 1124-1 i /G480YEH KEEP ALL LEADS SHORT. ) GE 5951-2 5952 2 5953-2 5954-2 P & S AC201-1 AC2 2-1 AC203-1 AC204-1 ' ! L PANELBOARD SPARES EVERY PANELBOARD OR LOAD CENTER IS TO BE LEVITON DEVICES ARE PERMIT D EQUIPPED WTH TWO (2) 20 AMP - '1P SPARE BREAKERS. (IVORY COLORS SHOWN SUPPLY COLORS AS SELECTED BY ARCH/7ECT.) RECEPTACLES. NEMA 5-20RIRECEPTACLES SHALL BE USED EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN, AND WHERE SINGLE RECEPTACLES ARE ON A 20A CIRCUIT. SPEC/AL RECEPTACLES ARE TO MATCH EQUIPMENT PLUGS AS COORDINATED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PLUGS AND CORDS ON WAIF HEATERS, DRYERS, ETC., UNLESS PROVIDED BY OTHER TRADES. COORDINATE PRIOR TO BIDDING. FACE PLA7ES. PLAS77C FAC PLATES ARE REQUIRED IN IN7FRIOR SPACES. COLORS ARE TO BE SELECTED BY THE ARCHITECT OUTSIDE PLATES AND COVERS SHALL BE MOUNTED PLUMB, STRAIGHT, AND FIT FLUSH WTH FINISHED SURFACES W7HOUT 7HE USE OF SHIMS OR MATS. PLATES SHALL NOT SUPPORT WRING DEVICES. COMMON GANGED PLATES ARE TO BE EMPLOYED WHEREVER TWO (2) OR MORE DEVICES ARE SHOWN ON 7HE DRAWNGS /N 7HE SAME LOCATIONS. PANELBOARDS PANELBOARDS SHALL BE DEAD -FRONT, CIRCUIT BREAKER TYPE. DIRECTORIES SHALL BE COMPLETE AND TYPEWRITTEN. LOADCEN7ERS ARE PERMITTED. M RECEPTACLE HEIGHTS. COORDINATE' WTH BUILDING DEPARTMENT THE -' MIN/MUM HEIGHTS FOR RECEPTACLE,$ AMERICAN DISABIL177ES ACT REQUIRES 18" ABOVE FINISHED FLOOD N GROUND WRES. EVERY CONDUITAACEWAY 7HIS PROJECT TO CONTAIN A GROUND WRE SIZED PER NEC 250, P DATA CONDUITS THE ELECTRICAL CONTRACTOR /S TO INSTALL DATA CONDUITS FROM WALL BOXES TO ACCESSIBLE CEILING SPACE FOR DATA OUTLET POINTS THROUGHOUT THE PROJECT V�� IK p,CG00ACEW1ZHHEFIORt© �, 8litlalNGC0aE4 MUM10MCORRECTIONS iNUMMMM&MMORSTHAT � MUNMESUVIN ORDER TO 1O1 WR AM APPLICABLE CODES. O I11 Z �o> w Z L Lu oC/D 1-4 ;2.-H r�i �l7. tir a xaco O w q- d cn ap nOO °o � -,z Uz�Q� lu Q n X -� L➢ Q I- IL L_1 _l W m z _QL_ �UQ� �- (LNo CSi w _j d- �i QJ UJ @N IL Q co Q d-(n� z %- Q z Q )Z C) H CD O z U O H r V i LL U W Q � U �- � ui z 0- Q J )L LI1 Q z DRAWN N. L., CHECKED H. K. DATE 10/06/03 JOB NO, 200308 AE-4 OF 4 BOARD OF COUNTY COMMISSIONERS July 24, 2003 Atlantic Truss Company, Ltd. Mr. Nip Tucker 850 N.W. 61st St. Ft. Lauderdale, FL 33309 JL�E. CMG . COMMUNITY DEVELOPMENT • 0R10P. DIRECTOR RE: A RESOLUTION FOR A CHANGE IN ZONING FROM THE -1 A ricultr4ral I du/acre QNIt ISTRICT TO THE IL (Industrial, Light) ZONING DISTRICT FOR CERTAIN PROPERTY LOCATED IN ST. LUCIE COUNTY, FLORIDA. Dear Mr. Tucker: This letter is to confirm that on February 18, 2003, the Board of County Commissioners of St. Lucie County, Florida, approved your petition for a change in zoning. A copy of recorded Resolution 03-003 is enclosed for your records. Sincerely, BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA Cliff arnes, Chairman Csidvs Enclosure Cc: Richard Sneed, Jr., P.A. JOHN D. DRUHN. Disrricr No.. 1 • DOUG COWARD, Disoicr No. 2 • PAULA A. LEWIS, Distric, No. 8 • FRANNIE HUICHINSON, District No. n • CLIFF BARNES, Disrricr No. 5 Counry Adminisrrotor - Douglas M. Anderson 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Administration: (772) 462-1590 • Planning: (772) 462-2822 GIS/Technicol Services: (772) 462-1553 Economic Development: (772) 462-1550 Fax: (772) 462-1581 Tourist/Convention: (772) 462-1529 • Fox: (772) 462-2132 www.co.st-lucie.fl.us 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38- 39 40 41 42 43 44 RESOLUTION 03-003 FILE NO.: RZ-03.001 A RESOLUTION GRANTING A CHANGE IN ZONING FROM THE AG-1 (AGRICULTURAL - 1 DU/ACRE) TO THE IL (INDUSTRIAL, LIGHT) ZONING DISTRICT OF CERTAIN PROPERTY IN ST. LUCIE COUNTY, FLORIDA WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including, but not limited to the staff report, has made the following determinations: 1. Atlantic Truss Company, Ltd., presented a petition fora change in zoning from the AG-1 (Agricultural — 1 du/acre) to the IL (Industrial, Light) Zoning District for the property depicted'on the attached maps as Exhibit "A" and described below. 2. On January 16, 2003, the St. Lucie County Planning and Zoning Commission held a public hearing on the petition, after publishing notice at least 10 days priorto the hearing and notifying by mail all owners of property within 500 feet of the subject property, and recommended that the Board of County Commissioners approve a change in zoning from the AG-1 (Agricultural —1 du/acre) to the IL (Industrial, Light) Zoning District. 3. On February 18, 2003, this Board held a public hearing on the petition, after publishing notice at least 10 days prior to the hearing and notifying by mail all owners of property within 500 feet of the subject property. 4. The proposed change in zoning has satisfied the requirements of Section 11.06.03 of the St. Lucie County Land Development Code and is consistent with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan. 5. The proposed change in zoning is consistent with the existing and proposed use of property in the surrounding area. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. The proposed Change in the Zoning District Classification from the AG-1 (Agricultural — 1 du/acre) to the IL (Industrial, Light) Zoning District for that property depicted on the attached maps as Exhibit "A" and described as follows: SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST. THE NORTH 452.50 FEET OF THE SOUTHWEST 1/4 OFTHE NORTHWEST 1/4- LESS THE WEST74 FEET FOR ROAD File No.: RZ-03-00.1 February 18, 2003 Resolution 03-003 Page 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 AND CANALS. CONTAINING 13.05 ACRES, MORE OR LESS. (Tax ID#: 1336-231-0001.00012) (Location: East side of North Kings Highway, approximately1/4 mile south of St. Lucie Boulevard) owned by Philip C. Gates, is hereby approved. B. The St. Lucie County Community Development Director is hereby authorized and directed to cause the change to be made on the Official Zoning Map of St. Lucie County, Florida, and to make notation of reference to the date of adoption of this resolution. After motion and second, the vote on this resolution was as follows: Chairman Cliff Barnes Vice -Chairman Paula A. Lewis Commissioner Frannie Hutchinson Commissioner Doug Coward Commissioner John D. Bruhn PASSED AND DULY ADOPTED This 18'h Day of February 2003. TTEST: 03-003a(h) File No.: RZ-03-001 February 18, 2003 4 A = JCn WN 00 + ! QOO.ryr tip.•: OQ� IIk�F COUN7'I •� BOARD OF COUNTY ST. LUCIE COUNTY, AYE AYE AYE AYE AYE BY APPR VED AS TO FORM AND C RECTNE 'S. County Atto, ney Resolution 03-003 Page 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Exhibit A Maps • General Location Map • Area Subject to the Change in Zoning File No.: RZ-03-001 February 18, 2003 Resolution 03-003 Page 3 0 �a m 0 0 N w m m r� N F-' INDIAN RIVER COUNTY - I R 37 E S 38 E R JS E . E.C. R 40 E Atlantic Truss Company, Ltd. Project P RZ 03-001 .... Lgcatign O 'M Pou W, anus ewE I.M t w� z 9! C=) V f-4 FA.WR% K'T 3> M 51 w r13 0rav r13 0 W w 0 !L 5 44� ISLAW U: 14 J+ R 41 E eq?* .4 R 37 E R 38 E R 39 E MARTIN COUNTY S AtInntir: Truss -C'omnanv. Ltd. RZ 03-001 This pattern indicates subject parcel Sr-�H�w cis Map prepared December 17. 2002 A.s ^� w Mn m'oVC b pnV� W'n"0 aV Wvav tw.m n+r •am• uebr .a. wv. �..uV JR..�Y. ----'--•• aoI 46n 1448 Arz.(� P. 02' St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561-462-1553 Design Certification for Wind Load Compliance This Certification is to be -completed by the project design architect or engineer. This Certification must be submitted with all applications for re buildingapermits involving the consvuction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit. and any nonresidential structure. This Certification shall not apply to interior tetrovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building Permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2 t 72 a.eruucatlon Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Iksien Parameters and Assumntfons Used- (please check or complete the appropriate box.) I. Florida Building Code 2001 Edition _ t/ ASCE 7-98 2. Building Design is (check one) Enclosed ZC_ Partially Enclosed X Open Building 3. Building Height: /SI$l/ 4, Wind Speed Used in Building Design: /f`O ;second i` & Wind Exposure Classification (refer tdea ,p gust tables in Building Code identified in Line RI): J. 6. Average ?Wind Velocity Pressure on Exterior Faces of structurepgF 7. Peak Wigd Velocity Pressure on Exterior Faces of Structure PSF & Importarice/USe Factor (obtain from Building Code): 9. Loads: Floor _L _ PSF Roof/dead /l.0 PSF RooUlive _&—PSF 10. Were Shear Walls Considered for Structure (check one): Yes X No if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes X No _ (if No, attach explanation) 12, Are Component and Cladding Detail Provided (check one): Yes X No _(tf No, allacb explanation) 13. Minimum Sott Bearing Pressure: 2f7'Ot9 PSF As witnessed by m eal,1 hereby certify that the information included with this certification is true and correct, to the m Kn e and belief. «<<ti ( I tt,, , Name: .', -- - Certification fI: _��%; fSea) Design Firm: Date: �. SLCCDV rv!in 0 iylpQO /�%jZeNrTcv'Z9��� ��t✓ lam• ••�V (�\ BOARD OF COUNTY COMMISSIONERS September 20, 2004 S�T��i.IC1E PROPERTY ACQUISITION �q6ll �17 aVN/ V� Richard D. Sneed, Jr., P.A. Attn. Victoria. Griffin, Esq. 1905 South 25 Street Suite 206 Ft. Pierce, FL 34947 Re: Atlantic Truss Company, LTD. Donation of a Right-of-way on Kings Highway Dear Ms. Griffin, Esq. Pursuant to the right-of-way needed on Kings Highway, the Warranty Deed has been received from Atlantic Truss Company, Ltd. to St: Lucie County. Also needed is an owner's policy for title on the legal description and releases of mortgages on the conveyed right- of-way, if necessary. When we receive the mentioned items, we will take the Warranty Deed to the Board of County Commissioners for acceptance. If you have any questions, please do not hesitate to contact me at (772) 462-1725. Sincerely, et LiCausi Property Acquisition Agent cc: Daniel McIntyre, County Attorney , Orval Shelton,via fax Atlantic Truss Company, LTD. Randy Stevenson, Growth Management File G:\ACQ\WP\Janet\Rigght of way to County\Atlantic Truss\Letter re uiremem' 44amght ff ��dd JOHN D. BRUHN, District No. 1 DOUG COWARD, District No. 2 • PAULA A. LEWYS, District No. QR��f POUTCHIN5ON, District No. 4 CLIFF BARNES, District No. 5 County Administrator - Douglas M. Anderson 2300 Virginia Avenue • Fr. Pierce, FL 34982-5652 (772) 462-1725 • FAX (772) 462-1440 web sire: www.co.st-lucie.fl.us S 1'. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Page 1 Permit #: 24011465 Type: BUILDING COMMERCIAL Insp Area 1 Issued: 04/20/04 Master Nbr. 24011465 Job Location: 2590 KINGS HWY / FT PIERCE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 Owner's Name: ATLANTIC TRUSS COMPANY LTD, Flood: Elev: Project: Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W OFFICE & STORAGE - BLDG "B" - 2 STORY Applicant Name: ORVAL SHELTON Type: CONTRACTOR Contact Phone: (561) 465-2800 Double Fee: N Contractor Name: SHELTON, ORVAL Cert Nbr: 18540 Business Name: ORVAL SHELTON CONSTRUCTION INC Setbacks Left: Right: 34.00 Front: Rear: Fire Marsh Nbr: Stub Out: T-Pole: Utility COs: Addl Information: WAREHOUSE " BUILDING B " SUB -PERMITS PERMIT # STATUS PT CERT # DBA JOB DESCRIPTION 24011465 INSP BC 18540 ORVAL SHELTON CONSTRUCT * NEW COMMERCIAL BUI ' 24011466 ISSD EP 20776 MANNING ELECTRIC OF VERO ELECTRICAL SUB FOR C 24011467 ISSD PP 21073 SNYDER PLUMBING OF THE TR PLUMBING SUB.FOR COM 24011468 ISSD ME 4426 GRIMES HEATING & A/C/THRE MECHANICAL SUB -..FOR C 24011469 ISSD RP 18540 ORVAL SHELTON CONSTRUCT ROOFING SUB FOR COMM INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 1 Req Description Pr Date 457 (ME) FIRE SPRKL-FI 0 500 (ST) SMOKE DRAFT S 0 133 (ST) WIN/DOOR BUCK 4 Res Description Insp Date 140 (ST) CONR/FRAMING 4 COMMENTS: REQ ADDED DUE TO FAILED INSP 11:50:24 20 AUG 2004 148 (ST) DO/WIN ATTACH 4 238 (EL) ELECTRIC ROUG 4 COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 10:34:58 351 (ME) MECHANICAL RO 4 S 1'_ L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Page 2 Permit #: 24011465 Type: BUILDING COMMERCIAL Insp Area 1 Issued: 04/20/04 Master Nbr. 24011465 Job Location: 2590 KINGS HWY / FT PIERCE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 Owner's Name: ATLANTIC TRUSS COMPANY LTD, Flood: Elev: Project: Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W OFFICE & STORAGE - BLDG "B" - 2 STORY INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 1 Req Description Pr Date 141 (ST) INSULATION 5 179 (ST) FIREWALL 5 259 (EL) POWER RELEASE 5 260 (EL) 30 DAY FOR TE 6 800 (ZC) ADDRESS FINAL 6 165 (ST) HANDICAP REST 7 180 (ST) BUILDING FINA 7 261 (EL) 30 DAY EXPIRE 7 280 (EL) ELECTRIC FINA 7 380 (ME) MECHANICAL FI 7 480 (PL) PLUMBING FINA 7 700 (FM) FIRE DEPARTME 7 801 (ZC) PAVING AND DR 7 803 (ZC) PARKING/HANDI 7 805 (ZC) ENVI-DEP,DNR, 7 808 (ZC) LANDSCAPING/T 7 996 (ST) FINAL TERMITE 7 Res Description Insp Date 7 S I: L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Permit #: 24011465 Type: BUILDING COMMERCIAL Issued: 04/20/04 Job Location: 2590 KINGS HWY / FT PIERCE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 Owner's Name: ATLANTIC TRUSS COMPANY LTD, Flood: Project: Page 3 Insp Area 1 Master Nbr. 24011465 Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W OFFICE & STORAGE - BLDG "B" - 2 STORY Elev: INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 1 Req Description Pr Date Res Description 999 (*) FINAL INSPECTI 7 104 (ST) COMPACTION TE 1 04/21/04 90 APPROVED 105 (ST) FORM BOARD SU 1 04/21/04 90 APPROVED COMMENTS: DIANE 108 (ST) ENGINEER LETT 1 04/22/04 90 APPROVED 115 (ST) SLAB 1 04/23/04 91 PARTIAL,APPROVED COMMENTS: NORTH & CENTRAL 3RD OF MAIN SLAB PARTIAL 121 (ST) TERMITE SPRAY 1 04/23/04 91 PARTIAL,APPROVED COMMENTS: NORTH & CENTRAL 3RD OF MAIN SLAB RECV'D CERTIFICATES IN OUR OFFICE 104 (ST) COMPACTION TE 1 05/04/04 90 APPROVED Insp Date BLD35 04/21/04 GTM18 04/21/04 BLD05 04/22/04 3LD43 04/22/04 BLD43 04/22/04 BLD35 05/04/04 420 (PL) PLUMBING ROUG 1 05/05/04 82 DISAPVD/REINSP FEE R BLD39 05/05/04 COMMENTS: SAME AS BLDG. A (PERMIT# 24011459) WATER TEST ON PVC LOW - MUST HAVE A LEAK DRY VENTS ARE INSTALLED WRONG WOULD LIKE TO MEET PLUMBER ON JOBSITE AUTOMATED REQUEST 12:30:59 04 MAY 2004 427 (PL) TEMP.TOILET 1 05/05/04 90 APPROVED BLD39 05/05/04 809 (*) CONSULTATION 1 05/06/04 90 APPROVED BLD39 05/06/04 420 (PL) PLUMBING ROUG 1 05/07/04 90 APPROVED BLD39 05/07/04 COMMENTS: RANDY 772-569-3373 REQ ADDED DUE TO FAILED INSP 13:01:45 05 MAY 2004 S T'.-' L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Page 4 Permit #: 24011465 Type: BUILDING COMMERCIAL Insp Area 1 Issued: 04/20/04 Master Nbr. 24011465 Job Location: 2590 KINGS HWY / FT PIERCE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 Owner's Name: ATLANTIC TRUSS COMPANY LTD, Flood: Elev: Project: Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W OFFICE & STORAGE - BLDG "B" - 2 STORY INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 1 Req Description Pr Date Res Description Insp Date 103 (EL) EUFFER GROUND 1 05/14/04 90 APPROVED BLD40 05/14/04 115 (ST) SLAB 1 05/14/04 90 APPROVED BLD40 05/14/04 COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 15:31:22 118 (ST) COLUMN 3 06/10/04 90 APPROVED BLD40 06/10/04 118 (ST) COLUMN 3 06/15/04 71 ROLLOVER -TO BE DONE BLD40 06/15/04 COMMENTS: ORVAL 979-0532 118 (ST) COLUMN 3 06/16/04 90 APPROVED BLD40 06/16/04 COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 16:03:42 128 (ST) BOND BEAM 3 06/16/04 90 APPROVED BLD40 06/16/04 116 (ST) 2ND FLOOR SLA 2 06/25/04 90 APPROVED BLD40 06/25/04 125 (ST) TIE -BEAM 3 07/08/04 90 APPROVED BLD43 07/08/04 125 (ST) TIE -BEAM 3 07/08/04 81 DISAPPROVED BLD43 07/08/04 COMMENTS: REQ ADDED DUE TO FAILED INSP 14:11:46 08 JUL 2004 424 (PL) TOP OUT LESS 4 08/03/04 90 APPROVED BLD39 08/03/04 140 (ST) CONR/FRAMING 4 08/11/04 81 DISAPPROVED BLD40 08/11/04 238 (EL) ELECTRIC ROUG 4 08/11/04 91 PARTIAL,APPROVED BLD19 08/11/04 COMMENTS: WALLS ONLY UPSTAIRS OFFICE & STORAGE AREA ONLY S 'h_ -' L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Permit #: 24011465 Type: BUILDING COMMERCIAL Issued: 04/20/04 Job Location: 2590 KINGS HWY / FT PIERCE Jurisdiction: ST LUCIE COUNTY Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 Owner's Name: ATLANTIC TRUSS COMPANY LTD, Flood: Project: Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W OFFICE & STORAGE - BLDG "B" - 2 STORY Page 5 Insp Area 1 Master Nbr. 24011465 Elev: INSPECTIONS - For Requests, Call: (561) 462-1261 REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 1 Req Description Pr Date Res Description Insp Date 140 (ST) CONR/FRAMING 4 08/20/04 82 DISAPVD/REINSP FEE R BLD27 08/20/04 COMMENTS: THE 2nd FLOOR OFFICE AREA EXTERIOR WALLS CALL FOR 18 GUAGE STUDS WITH 20 GUAGE HORIZONTAL BLOCKING IN 2 LOCATIONS - THEY USED 25 GUAGE STUDS WITH NO BLOCKING DOOR FRAMES MUST BE PINNED OR TAPCONED TO FLOOR AUTOMATED REQUEST 06:44:32 19 AUG 2004 HEATING & COOLING LOAD SUMMARY SHEET I1 Project Name: O�FI[.E eULLoioq "A„ Project Owner: ,4q-C-6rti—Y-lC. TOSS CoMpfr►JY Project Address: FT, Pta ae-a, F�La21 P A Sizing Method Used: ASHRAE Handbook of Fundamentals, 1997, Chapter26 Compliance Criteria: Florida Building Code, 2001 Edition Section 407.1.ABCD.1 Sizing, Exception #1 Heating/Cooling Zone (PHv tcu) Conditioned Floor Area (sq.ft.) IoSo {13% 1G13 l(S2 Outdoor Dry Bulb ( °FDB) 91,0 91,o 9 (, O q 1,,0 Outdoor Wet Bulb (°FWB) 78,0 78.b 78.0 76.o Indoor Dry Bulb (°FDB) 79 O -7S o ZS,o 7a.0 Indoor Relative Humidity 6O7o 5oc7o GbTb S 6% Difference Water Vapor (Grains/lb.) 5915 59.5 S4,S 34,S Cooling Sensible Load (BTUH) 22,2 -t- 27/43o 2b 38)276 Cooling Latent Load (BTUH) 7121?0 -7 713 ?o It, 9'6o Cooling Total Load (BTUH) with required outdoor air MIS-3o 3S7,230 33,610 481230 Heating Total Load (BTUH) with required outdoor air l31SZo 14) S'70 'I1 26 o L4�32p HVAC systems and equipment sizes thus comply with Florida Building Code, 2001 Edition, Section 407.1.ABCD.1.1: lbw 4, A- M 1 ENERGY EFFICIENCY CODE;TOR_BUILDING CONSTRUCTION " Florida Department,of Community Affairs } _ _ EnergyGauge FlaCom v121 FORM 400A 2001 � �- Whole Building Performance Method; for Commercial Buudings Jurisdiction: FORT PIERCE, ST LUCIE COUNTY, FL (661100) Short Desc: ATLTROFC03 Project: MFG PLANT - OFFICE Owner: ATLANTIC TRUSS COMPANY Address: Ft. Pierce x City: Ft. Pierce State: Florida PermitNo: Pending Zip: 34954 Storeys: 1 Type: Office (Business) GrossArea: 4952 Class: New Finished building Net Area: 4952 Compliance Summary Component Design Criteria Result Gross Energy Use 95.49 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES PASSES PASSES PASSES Yes/No/NA 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 1 'COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications Review of the plans and specifications covered by this covered by this calculation are in compliance calculation indicates compliance with the Florida Energy with the Florida Energy EfBcien Code. Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. PREPARED BY: BUILDING OFFICIAL: DATE: DATE: I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Cod( SYSTEM DESIGNER ARCHITECT: MECHANICAL: ELECTRICAL: LIGHTING: REGISTRATION/STATE 1 4l (") Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevantinformation is contained on signed/sealed plans. 10/7/03 EoergyGauge FlaCom FLCCSB v1.21 Project: ATLTROFC03 Title: MFG PLANT - OFFICE Type: Office (Business) Location: FORT PIERCE, ST LUCIE COUNTY, FL (661100) (WEA File: DAYTONABEACH. Total Design Reference 95.49 100.00 IlCredits & Penalties (if any): Modified Points: = 95.49 PASSES' III ion/03 EnergyGauge FlaCom FLCCSB v1.21 3 Project: ATLTROFC03 Title: MFG PLANT - OFFICE Type: Office (Business) Location: FORT PIERCE, ST LUCIE COUNTY, FL (661100) (WEA File: DAYTONABEACH. Other Envelope Requirements Item Zone Description Design Limit Meet Req. Zo 1 Zo l Exterior Roof - Max Uo Limit 0.05 0.09 Yes Zo2 Zo2 Exterior Roof - Max Uo Limit 0.05 0.09 Yes Zo3 Zo3 Exterior Roof - Max Uo Limit 0.05 0.09 Yes Zo4 Zo4 Exterior Roof - Max Uo Limit 0.05 0.09 Yes Meets Other Envelooe Reauirements External Lighting Compliance Allowance Area or ELPA CLP Desc Category (W/Unit) a Length (W) (W) 10/7/03 EnergyGauge FlaCom FLCCSB vl.21 Project: ATLTROFC03 Title: MFG PLANT - OFFICE Type: Office (Business) Location: FORT PIERCE, ST LUCIE COUNTY, FL (661100) (WEA File: DAYTONABEACIL Lighting Controls Compliance Area No. of Design Min Compli- Acronym ra9ehID Description (sq.ft) Tasks CP CP ance Zolofc 32 Offices (Partitions<3.5 ft below 798 1 4 2 PASSES] ceiling) Open plan offices 900 ft or larger with partitions higher ZOITIt 13 Toilet and Washroom 252 1 2 2 PASSES,] Zo2-Ofc 32 Offices (Partitions<3.5 ft below 871 1 3 3 PASSESJ ceiling) Open plan offices 900 ft or larger with partitions higher Zo2-Sto 44 Storage & Warehouse - Inactive 266 1 2 2 PAS901 Storage Zo3-Ofc 32 Offices (Partitions<3.5 ft below 780 1 3 3 PASSES ceiling) Open plan offices 900 ft or larger with partitions higher Zo3-Sto 44 Storage & Warehouse - Inactive 150 1 2 2 fiX StE Storage Zo3-Corr 2 Corridor 683 1 2 2 1?ASSES Zo4-Ofc 32 Offices (Partitions<3.5 ft below 991 1 5 3 ]?A$SES ceiling) Open plan offices 900 ft or larger with partitions higher Zo4-Tlt 13 Toilet and Washroom 161 1 2 2 PASSES? 10/7/03 EnergyGauge FlaCom FLCCSB vl.21 Project: ATLTROFC03 Title: MFG PLANT - OFFICE Type: Office (Business) Location: FORT PIERCE, ST LUCIE COUNTY, FL (661100) (WEA File: DAYTONABEACH. System Report Compliance Zol AHU/CU-1 Unitary Systems Caps- Design Eff Design IPLV Comp - Component Category city Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 30200 12.40 10.00 12.40 PASSES Cooling Capacity Heating System Electric Furnace 16380 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 10 0.80 0.80 PASSES System -Supply Constant Volume Zo2 AHU/CU-2 Unitary Systems Capa- Design Eft Design IPLV Comp - Component Category city Eft Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 35600 12.40 10.00 12.40 PASSES Cooling Capacity Heating System Electric Furnace 16380 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 10 0.80 0.80 PASSES System -Supply Constant Volume Zo3 AHU/CU-3 Unitary Systems Caps- Design Eff Design IPLV Comp - Component Category city Elf Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 35600 12.40 10.00 12.40 PASSES Cooling Capacity Heating System Electric Furnace 16380 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 10 0.80 0.80 PASSES System -Supply Constant Volume Zo4 AHU/CU-4 Unitary Systems Capa- Design Eff Design IPLV Comp - Component Category city Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 47000 12.30 10.00 12.30 PASSES Cooling Capacity Heating System Electric Furnace 16380 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 10 0.80 0.80 PASSES System -Supply Constant Volume 10/7/03 EnergyGauge FlaCom FLCCSB vl.21 Plant Compliance Installed Design Min Design Min Comp Description No Size Eff Eff IPLV IPLV Category liance Project: ATLTROFC03 Title: MFG PLANT - OFFICE Type: Office (Business) Location: FORT PIERCE, ST LUCIE COUNTY, FL (661100) (WEA File: DAYTONABEACH. Water Heater Compliance Design Min Design Max Comp Desc Type Category Eff Eff Loss Loss liance Water Heater 1 Storage Water Heater - <=120 [gal] & <= 12 1.00 0.88 0.12 PASSES ' Electric [kW] PASSES ' �" Project: ATLTROFC03 Title: MFG PLANT - OFFICE Type: Office (Business) Location: FORT PIERCE, ST L Piping System Compliance Pipe Dia Is Operat Ins Cond Ins Req Ins Comp Category [inches] Runout Temp ]F] Btu-in/h Thick [in] Thick [in] liance r.SF.F Domestic and Service Hot Water Systems 0.75 False 120.00 0.28 1.35 1.33 PASSES 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 :t: ATLTROFC03 MFG PLANT - OFFICE Office (Business) ion: FORT PIERCE, ST L Other Required Compliance 11Category Section Requirement (write N/A in box if not applicable) Check II filtration 406.1 Infiltration Criteria have been met rstem 407.1 HVAC Load sizing has been performed entilation 409.1 Ventilation criteria have been met DS 410.1 Duct sizing and Design have been performed & B 410.1 Testing and Balancing will be performed lectrical 413.1 Metering criteria have been met otors 414.1 Motor efficiency criteria have been met ighting 415.1 Lighting criteria have been met & M 102.1 Operation/maintenance manual will be provided to owner oof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 8 L ENERGY -EFFICIENCY CODE'EOR BUILDING CONSTRUCTION{ f <n; Florida Department Of COu11RUnity Affairs EuergyGaage FlaCom v1.21 Input Data report Proiect Data Proiect Name:' ATLTROFC03 Address: g Ft. Pierce State• Florida Zip: 34954 Owner: ATLANTIC TRUSS COMPANY Building Type: Office (Business) Bmlam Classification: New Finished building No.of Storevs: 1 Azimuth: 0.00 GrossArea: 4952 Zone Report Acronym Description Type Load Profile 1 Zol Zone I CONDITIONED Uses Building Load Profile ❑ 2 Zo2 Zone 2 CONDITIONED Uses Building Load Profile ❑ 3 Zo3 Zone 3 CONDITIONED Uses Building Load Profile ❑ 4 Zo4 Zone 4 CONDITIONED Uses Building Load Profile ❑ 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 I Space Report Description Acronym Depth Width Height Multi Area Volume ft It It plier SF CF aces in Zone: Zol 1 Ofc ZolOfc 57.0 14.0 10.0 1.00 798 7980 Offices (Partitions<3.5 ft below ceiling) Open plan offices 900 ft or larger with partitions higher - 2 Toilets Zo1T1t 10.0 25.2- 10.0 1.00 252 2520 Toilet and Washroom Spaces in Zone: Z02 1 Office Zo2-Ofc 10.0 87.1 10.0 1.00 871 8710 Offices (Partitions<3.5 ft below ceiling) Open plan offices 900 ft or larger with partitions higher 2 Storage Zo2-Sto 10.0 26.6 10.0 1.00 266 2660 Storage & Warehouse - Inactive Storage aces in Zone: Zo3 1 Offices Zo3-Ofc 15.0 52.0 10.0 1.00 780 7800 Offices (Partitions<3.5 ft below ceiling) Open plan offices 900 ft or larger with partitions higher 2 Storage Zo3-Sto 15.0 10.0 10.0 1.00 150 1500 Storage & Warehouse - Inactive Storage 3 Corridors Zo3-Corr 68.3 10.0 10.0 1.00 683 6830 Corridor Spaces in Zone: Zo4 1 Offices Zo4-Ofc 10.0 99.1 10.0 1.00 991 9910 Offices (Partitions<3.5 ft below ceiling) Open plan offices 900 ft or larger with partitions higher 2 Toilets Zo4-Tlt 23.0 7.0 10.0 1.00 161 1610 Toilet and Washroom 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 2 Lighting Report No Type Power Control Type No.of W Ctrl pts Lights in Zone: Zol Lights in Space ZolOfc 1 4 1260 ManualOn/Off 4 Lights in Space ZO1TIt 1 9 140 ManualOn/Off 2 Lights in Zone: Zo2 Lights in Space Zo2-Ofc 1 4 1680 ManualOn/Off 3 Lights in Space Zo2-Sto 1 4 210 ManualOn/Off 2 Lights in Zone: Zo3 Lights in Space Zo3-Ofc 1 4 1560 ManualOn/Off 3 Lights in Space Zo3-Sto 1 4 140 ManualOn/Off 2 Lights in Space Zo3-Corr 1 4 1100 ManualOn/Off 2 Lights in Zone: Zo4 Lights in Space Zoo-Ofe 1 4 1610 ManualOn/Off 5 Lights in Space Zoo-Tlt 1 9 210 ManualOn/Off 2 Wall Report Wall Description Width H (Effec) Multi Area Azimut ft ft plier sf It Walls in Zone: Zol 1 CBS+R3 14.00 11.17 1.00 156.38 0 cont... 2 CBS+R3 75.00 11.17 1.00 837.75 90 cont... Walls in Zone: Zo2 1 CBS+R3 25.00 11.17 1.00 279.25 90 cont.. 2 CBS+R3 50.00 11.17 1.00 558.50 180 cant.. 3 CBS+R3 21.00 11.17 1.00 234.57 270 cant.. Walls in Zone: Zo3 1 CBS+R3 13.00 11.17 1.00 145.21 0 cont.. Walls in Zone: Zo4 1 CBS+R3 87.00 11.17 1.00 971.79 270 cont.. 2 CBS+R3 23.00 11.17 1.00 256.91 0 cont.. 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 Wall Report Cont......... Wall Description Type Cond. Dens. Sp Heat R Btu/lu. Sf. F Ib/cr Btu/Ib. F h.sLFBtu Walls in Zone: I CBS+R3 Zol Stucco/8"CMU/R3insul/GypBd 0.20 60.5 0.20 4.9 2 CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5 0.20 4.9 ❑ Walls in Zone: Zo2 1 - CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5" 0.20 4.9 ❑ 2 CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5 0.20 4.9 3 CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5 0.20 4.9 ❑ Walls in. Zone: Zo3 1 CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5 0.20 4.9 Walls in Zone: Zo4 1 CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5 0.20 4.9 ❑ 2 CBS+R3 Stucco/8"CMU/R3insul/GypBd 0.20 60.5 ,, 0.20 4.9 Window Report Zone Wall Window Description Type Men (Btu/hr Sf F) 1 1 1 North -A Window 1.00 cont... 1 2 1 East -A Window2 1.00 coat... 1 2 2 East-B Window 1.00 cant... 1 2 3 East-Al/GI Door Window 2 1.00 cont... 2 1 1 AL/GI Door Window 2 1.00 cant... 2 2 1 South-B Window 2 1.00 cant... 2 3 1 West -A Window 2 1.00 cont... 4 1 1 West -A Window 2 1.00 cont... 4 1 2 West-AI/GI Doors Window 2 1.00 cons... 4 2 1 North -A Window 1.00 cont... 10/7/03 EnergyGauge FlaCom FLCCSB vl.21 Window Report Cont.... Zone Wall Wind Shaded SC Vis.Tr W H (Effec Multi Area Total Area (Y/N) (ftl (ft) plier (Sf) (St) CHI I 1 1 True 1.0 1.0 4.0 6.0 1.00 20.19 20.19 1 2 1 True 1.0 1.0 4.0 6.0 1.00 20.19 20.19 1 2 2 True 1.0 1.0 4.0 2.0 1.00 8.59 8.59 1 2 3 True 1.0 1.0 2.0 6.0 1.00 15.00 15.00 2 1 I True 1.0 1.0 2.0 6.0 1,00 15.00 15.00 2 2 1 True 1.0 1.0 4.0 2.0 6.00 8.59 51.53 2 3 I True 1.0 1.0 4.0 6.0 1.00 20.19 20.19 ❑ 4 1 1 True 1.0 1.0 4.0 6.0 5.00 20.19 100.93 ❑ 4 1 2 True 1.0 1.0 5.0 6.0 1.00 30.00 30.00 ❑ 4 2 1 True 1.0 1.0 4.0 6.0 1.00 20.19 20.19 ❑ Door Report Door Description Shaded Width H (Effec) Multi Area ? it ft plier sf Doors in Zone: Zol Doors in Wall: Zol-Ea 1.00 Al -GI Door False 3.00 2.00 1.00 6.00 Doors in Zone: Zo2 Doors in Wall: Zo2-Ea 1.00 Fast-Al/GI Door False 3.00 2.00 1.00 6.00 Doors in Zone: Zo4 Doors in Wall: Zo4-We 1.00 AUGI Doors False 6.00 2.00 1.00 12.00 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 Door Report Cont.... Wall Type Cond. Dens. Sp Heat R Btu/hr. SE F lb/cf Btu/Ib. F h.sf.F/Btu Doors in Zone: Zol Doors in Wall: Zol-Ea 1.00 Aluminum door, 1.25 in. polystyrene 0.19 43.67 0.11 5.21 [ Doors in Zone: Zo2 Doors in Wall: Zo2-Ea 1.00 Aluminum door, 1.25 in. polystyrene 0.19 43.67 0.11 5.21 [ Doors in Zone: Zo4 Doors in Wall: Zo4-We 1.00 Aluminum door, 1.25 in. polystyrene 0.19 43.67 0.11 5.21 [ Roof Report Roof Description Width H (Effec) Multi Area Tilt ft ft plier sf deg Roofs in Zone: Zol 1 MtVAttic/R19/Acous 14.00 75.00 1.00 1,050.00 0.00 Cont Roofs in Zone: Zo2 1 Mtl/Attic/R19/Acous 50.00 22.74 1.00 1,137.00 0.00 cont Roofs in Zone: Zo3 1 M1VAttic/RI9/Acous 161.30 10.00 1.00 1,613.00 0.00 cont. Roofs in Zone: Zo4 1 Mtl/Attic/R19/Acous 115.20 10.00 1.00 1,152.00 0.00 cont. Roof Report Cont........ Roof Description Type Cond. Dens. Sp Heat R Btu/hr. SE F Ib/cf Btu/1b. F h.sf.FBtu Roofs in Zone: Zol 1.00 Mtl/AUic/RI9/ ShngVI/2"WD Deck/WD Truss/6'Batt/ 0.05 10.89 0.22 21.24 Roofs in Zone: Zo2 1.00 MtVAttic/RI9/ ShngVl/2"WD Deck/WD Truss/6'Batt/ 0.05 10.89 0.22 21.24 Roofs in Zone: Z03 1.00 MtVAttic/RI9/ ShngVl/2"WD Deck/WD Truss/6'Batt/ 0.05 10.89 0.22 21.24 Roofs in Zone: Zo4 1.00 MtVAttic/R19/ Shngl/1/2"WD Deck/WD Truss/6'Batt( 0.05 10.89 0.22 21.24 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 Skylight Report_ Zone Roof Sky Description Type UCen Shading (BhDbr Sf Coeff cont.. Skylight Report Cant..... Zone Roof Skyli Vis.Tra W H (Effec Multiplier Area Total Area CHK ght (ftl (ftl (SO (SO El FloorReport Floor Description Width H (Effec) Multi Area ft ft plier sf Floors in Zone: Zol 1.00 Slab on Grade 14.00 75.00 1.00 1,050.00 Floors in Zone: Zo2 1.00 Slab on Grade 50.00 22.74 1.00 1,137.00 Floors in Zone: Zo3 1.00 Slab on Grade 161.30 10.00 1.00 1,613.00 Floors in Zone: Zo4 1.00 Slab on Grade 115.20 10.00 1.00 1,152.00 Plant Report Equipment Category Incl. Size Inst.N Eft IPLV CHK Water Heater Report W-Heater Description Cap Cap.Uni UP Rt. I/P Rt.Uni' EM EffUni Loss LossUnt CHK 1 Storage WaterHeater- Electric 40.00 1 4.50 1 1.00 1 0.12 1 ❑ 10/7/03 EnergyGauge FlaCom FLCCSB v1.21 Ext-Lighting Report Description Categories. Area Wattag CHK (Si) (kW) 10MO3 EnergyGauge FlaCom FLCCSB v1.21 8 ST. LUCIE COUNTY BUILDING & ZONING 2900 VMQNIA AVENUE FORT:. POLE FL 9a992-5952 561�624M FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property; Oooi-bOo'y, for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the, above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. rcruric —/ /zo s Go 0 . J ,LL— I2-17'o3 Property Owner Name Property Owner Signature Date STATE OF FLORIDA. COUNTY OF AAnn// L ACKNOWLEDGED BEFORE ME THIS DAY OF R.Le—') • 20_ , 3 BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. BAUM F. KAM wri l�^ � � � --a J � • �Z� a �� SIGNATURE OF NOTARY TYPE OR PRINT NAME OF.NOTARY NOTARY PURL±C TITLE COMMISSION NUMBER (SEAL) BARBARA F. KAMINSKI µ = MY COMMISSION W CC 999821 tS'• f,' a EXPIRES:June 7,2005 -%' y��t�¢• eoMed Tbm Wary PYblk Unum6tam .._ . _..A... r.,ua L7_i U_ T'C.-k nllh' FRL i'RLAI SPECIALISTS 6 c j F7 `�-9-101V(5'Q Final Certificate of Compliance for Termite 11rotectio�o���� (as required by Florida Building Code (FBC) 1816.17) 1-866-PRE-TREAT ca Raton Blvd. Ste 106 Raton, FL 33431 �. i�ivA�. Diligent Environmental Services, Inc. has completed a final Soil Poisoning for Subterranean (Non -Formosan) Termites on September 7, 2004 (Stntcture &c Perimeter). Site: Atlantic Truss Co.(Footers) 2590 North Kings Hwy.Fort Pierce, FL Builder: Orval Shelton Construction, Jnc. 2130 N. US 1 Ft Pierce, FL Method of 1'erinile P reven tio 11 ' I'reatmcut: %oil barrier. '1 he treated areas consisted of approximately- S,000 square feet of structure and perimeter. I be building has received It complete treatment for (lie prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Date: December 1.7, 2004 State License JB94495 Linda Pendarvis - Re: Atlantic Truss Page 1 From: Daniel McIntyre To: Janet Licausi Date: 11/15/04 4:01 PM Subject: Re: Atlantic Truss no >>> Janet Licausi 11/15/04 03:10PM >>> I am working on Atlantic Truss giving the County the r/w needed according to their site plan agreement. They have already recorded the Warranty Deed for the right of way before it went to the Board for acceptance. We were waiting for an owners policy before taking it to the Board. I can take it to the Board on Nov. 23 with the understanding that an owner's policy is still needed. Code Compliance has called and said Mr. Shelton is looking to pick up their CO. Do you have a problem with Code issuing the CO before going to the Board? KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337-7755 SEBASTIAN (772) 589-0712 E.B.: 5693 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488 FAX (772) 589-6469 ST. LUCIE (772) 229-9093 April 1, 2004 Shelton Construction 2130 N. U.S. 1 Ft. Pierce, Florida 32947 Re: Larqe Feeder Road St. Lucie County, or Permit #: 24011465 — KSM No. 42856-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above referenced project. you have any questions, please feel free to call. Ily, Copy to St. Lucie "A ty Building Department BOARD OF COUNTY COMMISSIONERS April 20, 2004 Orval Shelton Construction, Inc. Orval Shelton 2130 N. US #1 Fort Pierce, FL 34986 �JGy PUBLIC WORKS DEPARTMENT F�ORI�P Re: t anttc truss •ompatty rte Ian eso tt ion - Dear Mr. Shelton: This letter shall serve to advise you that Building Permit #24011465 was issued on April 20, 2004 subject to the following condition: Thirty days from issuing date of Building Permit #24011465 for the proposed truss manufacturing project, the petitioner, his successors or assigns, shall convey to St. Lucie County, in manner and form acceptable to the St. Lucie County Attorney, right- of-way for the future widening of Kings Highway. Said right-of-way dedication shall consist of the west 150 feet of the subject property on the northern boundary tapering to the west 127 feet at the southern boundary of the subject property. To the extent permitted under the County's Code and Complied Laws, any such dedication may be considered eligible for Road Impact Fee Credits. If the above condition is not complied with in the allowed period of time, a Stop Work Order will be placed at the job site. If you have any questions relating to the above please feel free to contact me at 772-462- 1553. Sincerely, Linda Pendarvis Permit Supervisor Cc: Randy Stevenson, Asst. Community Development Director JoAnn Riley, Property Acquisition Manager Atlantic Truss Company, LTD JOHN D. BRUHN, District Site Rla0LFi10�D$yVS1trdiAM0re�AULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON, District No. 4 • CLIFF BARNES, District No. 5 County Administrator - Douglas M. Anderson 2300 Virginia Avenue e Ft. Pierce, FL 34982 Public Works: (772) 462-1485 • FAX (772) 462-2362 Division of Engineering: (772) 462-1707 Fox 462-2362 • Division of Rood G Bridge: (772) 462-2511 FAX 462-2363 Division of Solid Waste: (772) 462-1768 FAX 462-6987 Division of Building G Inspections: (772) 462-1553 Fox 462-1735 • TDD (772) 462-1428 www.co.st-lucie.fl.us Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 MEMORANDUM TO: Orval Shelton, fax (772) 465-1448 Aaron Bowles, P.E., fax (772) 778-3617 FROM: Christopher M. L.estrange, P.E. C/y71— SUBJECT: Atlantic Truss Company Application for Stormwater Permit DATE: April 15, 2004 The Stormwater Permit Application for the above referenced project is hereby approved subject to the following conditions: 1. The control structure detailed on the "Paving and Drainage Details and Notes", Sheet C2 of 2, must be revised to agree with the calculations and the SFWMD Standard General Permit No. 56-01887-P (issued April 6, 2004), Special Condition 3. 2. A revised FDOT Drainage Connection Permit must be obtained. The permit provided states, "All stormwater from the proposed improvements is directed to the rear of the property away from S.R. 713. Positive discharge into an existing grove ditch at the rear of the property." The plans provided show the outfall into the S.R. 713 right of way before entering the existing 30" RCP to FPFWCD Canal No. 4. 3. Provide verification that the owner has conveyed the required right of way for the future widening of Kings Highway to St. Lucie County. Please be advised that the Board of County Commissioners Resolution 04-004, Sections A and D require that items 2 and 3 be resolved prior to the issuance of a building permit. Orval Shelton April 15, 2004 Page 2 of 2 Upon completion of the project, please submit three (3) copies of certified Record Plans. The plans must depict at a minimum the location and finished grades of all buildings and paving, critical spot elevations, pavement markings, traffic signage, the location, type, size, material and inverts of all drainage structure improvements and the location of any stormwater management facilities. If you have any questions or concerns regarding this matter, please do not hesitate to contact me directly at (772) 462-3755. cc: Dennis Grim, SLC Building Official tndK—arms.. - LrC'. ermits Supervisor John Spivey, FDOT Permit Manager, via fax (772) 489-7120 file MM IAM AIDE BUILDING CODE COMPLIANCE OFFICE (HCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE 7635 West 2" Court Hialeah, Florida 33014 MIAMI-DADE COMM. FLORIDA METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAM4 FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulationsgoverning the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.031" (min.) Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 09, 2002, bearing the ]Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact L. BELING: Each panel shall beer a permanent label with the manufacturer's n4ma or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 01-0205.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No O1-1224,07 Expiration Date: 0312212006 Approval Date: 10/17/2002 Page 1 nAr out qAr ew m ;11 UL ]I 29ri2.1 fl LTI W. �. 6 TIPS P� F-T.W): Anf vrosn' 1-1--1-2y• aamtlm� � imnex 1"� © � No Inv. Arta •ot T7O i l 12• n BtOCKAIC 11• aalpf 1ND 7I��r/� s ruu O O .>H l- 3 SPECIAL NET PANEL SCCWAf 1IaV I Y^! 'L IF. S' WlTH: nonJl naawtn: Dafc Yw]r ICSIID A r.1..UI• Ua.V AM•I M4Ja DESIGN CRITERIA: PV9att Rt91ws9NlO DItoAAixAaf Ak6l S fat>ewsm Nn AA'r a 7Aw:>M and! ewlr !DI' Rnewc Ann ornu sarsemcr GCNERAL NOTES: Atr AtldnN.1 e]nrusws m w Aelor aroa-n m e smar waav slut ze OAVGS SKTL Afnl.16V SD GIIOF [ YI1', ij - Po CSI. 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N QK E � ti m e � y X 3 R' h a� e now m. 7 S 7 C o 1 , r MIAMIOADF N11.th1r-DADE COUNTY. FLORIDA METRO-DAUG FLAOLER BUILDING -, BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAOLERSTREET.SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-I563 (3115)375.2901 FAX (3U5)315-2006 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA isbeing issuedunder theapplicablcrulmand regulations gove n ligtheuseofconstruction materials, The documcritation submitted has been reviewed by Miami-Dadc County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having•Jurisdiction.(k". This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Central Division (In Miami Dade County). and/or the AW. - (in areas other than Miami Dade County) reserve the right to, - have this product or material tested for quality assurance purposes„ If this product or material fails to perform in the accepted manner, the ttianufaeturcr will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance. if it is determined by Miami -Dad* County Product Control Division that this product or mtttsr14'ta1Zstomcct,tlxxegahrr cntsoftheapplicablcbuildingcode. This product is approved as described herein, and has been designed to comply with rite High Velocity Hurricane Zone of the Florida Building Code. DEsCRIpT10M setres SWD-101 Outsvfng Aluminum French Door-fmpacr APPROVAL DOCUMENT. Drawing No. 971. titled "French Door-X. XX" sheets I through 4 of4, prepared, signed and styled byRobcaLClark, P.E., dated 4/13101. bearing the.Miami-Oadc County Product Control Revision Stamp with theNo6ce crAeccptancenumber and expiration date by the'MiamiAadeUounty Product Control Division. MISSILE IMPAcr-RATING: Large and'SmntrMissila impact' LAIIEI.ING: Each unit shallbcara pcIm arimt label with the tmmufacturces to= or IL'o, city, state and following statement: "Miami-Dadc County Product Control Approved",­,nless otherwise noted heroin. RENEWAL of this 'NOA sholl'be considered alters renewal applicationhas been -filed andtherehas•been no change is the applicable buddingcttde negatively afleeliag.the perfoeaanee Of this.product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, andfor manufiiettire oftheproduet or process. Misuse of this NOA as an endorsement of any Product. for sales, advertising or arty other purposes shall automstieally tcrmitmte this NOA. Failure to comply with any section ofthis NOA shnlf be cause for termination and'removat of1VOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. Ifany portion of lbe NOA is displayed, then it shall ba•donc in its-cmircty. INSPECTION. A copy of this entire NOA shall be provided to the user by die manufacturer or its distributors and shall but available for inspection at the job site at the request of the Building Ofliclal, This NOA revisesNOA #01-0417:.04 and; consi asof this page i as weir=approval document mentioned above. The submitted documentation was reviewed by Theodore lierman, P.S. NOA No 02-0101.12 - _ Eviratioemate; Na rr ber.22,20" Approval Date: Ialy 12.2002 Pace I Lr, • m . fi AE DCSCNfPIfON V. ,. qTY. ,QJBRiP7lOtl VFIf00 d ViN . I R IrfAO SRL _ +IDJ76' �; 1 . D> .767 l.•fSGC S :P 679? 8 T .. M ddaA A A 6 179 OR LILUlA E0 r & DeCF 1 u d CfL L'OS : rs ! -to? ' uu •r r UAE HFA 6011 • _ - AL AX A ilOJeO J78 (V q „ ' mr N ' F$IKXD 6f04 U X A • 7J75 � -F;ts 1 � � fA .0 !N(TI MAL : • . 6W V 8- 1.1 . d:cr 10 & baf. fP A[U r.-{W78 L, W _ l,'4 IJ' S 16r1611 RS tNTu. R 7J U• 8 ].ra: Nc« ID . & Dal: r rA rC0 µOUST.' L I C9 +/rA�Wtari If - IF SLR S 1 ? !a a'eor 1 h 601: r ,l FAS EC R/ptgJWL tD LA W 7YF. 'NEAP fN n+mDq. �S FU 74 . • 'tUNTnIS R I W . KE !' IN RT sll In ® TYP• N AD r7 IOr3 A SCR.' 7 HD. t 710J IA _ _ P - 1ousmt 1 I X 1 ASS FR W 6 WA me-NTS FA$r N R ' Cu <C 9 Cr.6T3 fl r fONil 'i1 71 fP 1b BO[K lUMr JO7+n amDv Nft fmis N a dA D-!lame- mb N R TS NCR 7 ! -Pt! . 76 Datl Cei> NE FW/TS . 711®µme NCRu t A ad 8 T lNfN t °1` T t T= U J i-O70USikt - A. K U - j'. :. T i]7�r ���a� - P•• 6 6 kip - .-e T f C Ifi U C <4d SL^ GCC X 50 ' - 7B T L ASS FOJPlAY 1 G L j' • . 1 • �. K A 1 .h, artre �• NCU f .TAY X Cl/AI 7 1Qq. d •.'L;'.: ` J 0-ROL7 OrK CQAR .. P. JAYB jYP- J NB dl IAV 0U 0A'T H_" . p J9 1 NONS - N. 'p Z SO T POIM AS17 T. _ _ 1..C_f.. ort I W . fl > . S P . A. rk 7 IipT P µ0U RI J � .. � SP rEN PR 7$ . i Tmoxutmtn P! UI)11CT i,Ibn O Y 17[r Mro• c�i,,•Wi!ea y>g AWjt - 0—i ® Ief691,616r1b O U tw iut A .�vaaCyi,-0701.12 C=) Yr. ,7. _,�i'wac :+:IM•r rr i clTlRllsvtutt P'nHn, 10Zritl( e, l �A 1. l ((f ' ri IN6L ),Utm 1•+S't'r111a V A :V 3YP sitt q addad 2 pl. lack !al*. 1670 Tdehi4%9Y De, ' o �[ t evPNa jj f /;�f SWO -101 1 USTR ES oz;a Men L. CWkPE r,^• as' a French Door — AnChora y 9 P.�` :34112 r+/+rM rot pV Slfll[tllRl aw 4'D.B. 'rl/Ifi/9B R ,Pcotnv rn�: ar.c •ns +•}- n. Cob 4"% 971. D r cry � f6 yQ l l lf� ' TERMITE PRETREATING DILIGENT 0W� 4 ALL Environmental Services 8j, 6U0I0 County Public Works Notice of Preventative Treatment for Termites) ���� (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2 1-866-PRE-TREAT State License JB94495 Project General Contractor Service Date �1—a Time Builder Lot Block Section ShellSubcontractor LL Gv_ —olA Treatment Type Development Name N—c -s 1 ^2 Structure Address 'Ice-s Floating ❑ Monolithic Vpatio ❑ City Cnty s Garage ❑ Driveway ❑ Stem Wall ❑ Owner Addition ❑ Cutouts ❑ Notes Treatment/Product Detail Type Treatment: Initial Under slab Retreat ❑ Final ❑ Product: Dursban TC Erl) Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other Concentration: % Gallons Applied: Square Footage 5b Linear Footage Asper 104.2.6 FBC -If soil chemical barrier method for remain, prevention is used. final exterior treatment shall be completed prior to foul building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. Wsnotiice_ is for the final exterior treatment, initial and date this line. ,.�ONJAEN� —1 dQ Applicator (print) j��.•••.•o .7 ' 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 •561-394-411AT • FAX 561- 394-3760 �•ip•.< p R �O,o.q �. 0 •'� f S T.- L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 PERMIT APPLICATION Page 1 of 1 Permit #24011465 Type: BUILDING COMMERCIAL Applied: 01/27/04 Job Location: 2590 KINGS HWY / FT PIERCE Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 PROP. NAME:ATLANTIC TRUSS COMPANY LTD (RE Owner: ATLANTIC TRUSS COMPA Flood: Elev: F1 Map: Project: . Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W/ OFFICE & STORAGE - BLDG "B" - 2 STORY Appl Name: ORVAL SHELTON Appl Type: CONTRACTOR Appl Date: 01/27/04 Contact Phone: (561) 465-2800 Inspector Area: 1 Work w/o Permit Fee: N Contractor Name: SHELTON, ORVAL Cert Nbr: 18540 Business Name: ORVAL SHELTON CONSTRUCTION INC Business Addr: 2130 N U S 1 HWY CSZ: FORT PIERCE, FL 34946 Setbacks Left: Right: 34.00 Front: Rear: Square Footage: 64,398 Zoning: I Job Value: $1,172,447.00 Number of Units: 1 Floors: 2 Buildings: 1 Minimum Floor Elevation: Add'1 Information: RECV'D COMPACTION 4/5 - CAN NOT POST - NO NOC ON FILE Item Description Quantity Cost VN99 VALUATION - NEW CONTRUC * 1 $5,153.58 TRUST INSPECTOR TRUST FUND 64398 $321.99 RADON DBPR RADON FUND 64398 $321.99 BIMS BUILDING INFORMATION MA 1 $2.00 Permit Fee: $.00 Addit'l Fee $645.98 Plan Rev Fee: $1,000.00 Total: $1,645.98 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Standard Building Code. Notice : xn addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s,SS3.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Building Official Received By Date Date THIS IS AN APPLICATION ONLY, NOT A PERMIT S 1'. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #: 24011465 Conf #:652 Type: BUILDING COMMERCIAL Issued: 04/20/04 Job Location: 2590 KINGS HWY / FT PIERCE Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 PROP. NAME:ATLANTIC TRUSS COMPANY LTD (RE Owner: ATLANTIC TRUSS COMPA Flood: Elev: F1 Map: Project: . Job Description: * NEW COMMERCIAL BUILDING FOR MANUFACTURING W/ OFFICE & STORAGE - BLDG "B" - 2 STORY Appl Name: ORVAL SHELTON Appl Type: CONTRACTOR Appl Date: 01/27/04 Contact Phone: (561) 465-2800 Inspector Area: 1 Work w/o Permit Fee: N Contractor Name: SHELTON, ORVAL Cert Nbr: 18540 Business Name: ORVAL SHELTON CONSTRUCTION INC Business Addr: 2130 N U S 1 HWY CSZ: FORT PIERCE, FL 34946 Setbacks Left: Right: 34.00 Front: Rear: Square Footage: 64,398 Zoning: I Job Value: $1,172,447.00 Number of Units: 1 Floors: 2 Buildings: 1 Minimum Floor Elevation: Add'1 Information: RECV'D COMPACTION 4/5 - CAN NOT POST - NO NOC ON FILE Item Description Quantity Cost VN99 VALUATION - NEW CONTRUC * 1 $5,153.58 TRUST INSPECTOR TRUST FUND 64398 $321.99 RADON DBPR RADON FUND 64398 $321.99 BIMS BUILDING INFORMATION MA 1 $2.00 Permit Fee: $5,153.58 Addit'1 Fee $645.98 Plan Rev Fee: $1,000.00 Total: $6,799.56 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Standard Building Code. Notice : In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s,553.79(10),F.S., WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONNBNCSMENT MAY RESULT IN YOM PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCENENT. 0.713.135, F.S. Building Official Received By For Automated Inspections, Call For Questions, Call (561) Date Date (561) 462-1261 462-2172 S 1": L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #: 24011459 Conf #:579 Type: BUILDING COMMERCIAL Issued: 04/29/04 Job Location: 2590 KINGS HWY / FT PIERCE Lot: Blk: Subdiv: Parcel: 1336-231-0001-000/2 PROP. NAME:ATLANTIC TRUSS COMPANY LTD (RE Owner: ATLANTIC TRUSS COMPA Flood: Elev: F1 Map: Project: . Job Description: * NEW COMMERCIAL BUILDING - (ATLANTIC TRUSS) BLDG "A" Appl Name: ORVAL SHELTON Appl Type: CONTRACTOR Appl Date: 01/27/04 Contact Phone: (561) 465-2800 Inspector Area: 1 Work w/o Permit Fee: N Contractor Name: SHELTON, ORVAL Cert Nbr: 18540 Business Name: ORVAL SHELTON CONSTRUCTION INC Business Addr: 2130 N U S 1 HWY CSZ: FORT PIERCE, FL 34946 Setbacks Left: Right: Front: 25.00 Rear: Square Footage: 5,284 Zoning: I Job Value: $216,644.00 Number of Units: 1 Floors: 1 Buildings: 1 Minimum Floor Elevation: Add'1 Information: Item Description Quantity Cost VN99 VALUATION - NEW CONTRUC * 1 $1,391.58 TRUST INSPECTOR TRUST FUND 5284 $26.42 RADON DBPR RADON FUND 5284 $26.42 BIMS BUILDING INFORMATION MA 1 $2.00 Permit Fee: $1,391.58 Addit'l Fee $54.84 Plan Rev Fee: $500.00 Total: $1,946.42 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Standard Building Code. Notice : In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s1553.79(10),P.S. WARNING TO OWNER: YOM FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOM PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Building Official Date Received By Date For Automated Inspections, Call (561) 462-1261 For Questions, Call (561) 462-2172 r � /z W.AVA S a ST LUCIE COUNTY FIRE DISTRICT y' BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode Island Avenue Telephone: 772462-8306 Pierce FL 34950 FAX: 772-462-8466 ZFt )New Construction ( )Tenant Improvement ( Addition )Renovation/alterations )ShellOnly Jurisdiction: SLC F.P.B.: B-04-142 Occupancy: Atlantic Truss Office Bldg. Building Dept: 24011459 Address: 2590 N. Kings Hwy Number of stories: 1 Contractor Orval Shelton Construction Phone # 772-465-2800 Contractor's Address: 2130 N. US 1 City: Ft. Pierce State: Florida Zip Code: 34946 Architect/Engineer: Stephen A. Brock Phone # 561-6224480 Building Owner: Review Date: 4/5/2004 Occupancy Type: Business Automatic sprinklers: Gross sq ft: 5,000 Net sq ft: Occupant Load: Based On: Construction Type: SBCCI Type: VI unp NOTE 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( ). 7. Penetrations through rated assemblies shall be of proper UL design. 8. UL design criteria shall be submitted with the construction plans. 9. Fire Alarm Panels shall be located indoors. THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED. REVISIONS REQUIRED ACCESS BOX IS REQUIRED ( ) ACCESS KEY SWITCH REQUIRED ( ) Reviewed by:�Date: 4/5/2004 Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division 1336-23-0001-00-2 The following products will be installed in the structure located at Kings Highway - St. Lucie county Building Permit # Owners Name Atlantic Truss comvanv. Ltd —Owner's AddresS850 N. W. 61st St., Ft. Lauder-dale,FI Contractor Orval Shelton Const. , Inc.Contractor's Address ')130 N. TT c i Fr va FT. 34946 Product *Product Rated Manufacturer Model Number Method of Attachment esi n Pressures 1. Windows * Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice 2nd Choice www� Fixed Glass 1stChoiCe 45 + - Kinco /16" x 3 1/2" Tapcons @ 12' rII.IL±LLg 6" 2nd Cho rom sill to•6" down from tcp lass(other) None Butt Glass Glass Block Sliding Glass Doors None 1st Choice 2nd Choice Swing Type Doors ons @ 12 1SCChoiCe 3/16" x 3 1/2" Tapc' 45 + - Kinco " 2nd Choice tIIAWL .i from sill' to 6" down from t verhead Garage Doors . 1st Choice 59.3 + - AFTA 233 Wind Loa SEE ATTACHED 2nd Choice w Roofing Material Asphalt/Fiberglass Nailed Dr - In - 6" @ La ] p JLaij,Field.Drip edge - 4" O.C.- 30 yr. as halt GAF Timberline Metal Steel Fla. Pre -Fab it 26 Gauge Screw Down Other Shutters = , Cho1Ce Steel Shutter Cutte s 1124 FBC.` _� Direct,ruaunt 6 BEE ATTACHED in tha efrnrtnre to its 2" in 6 I have reviewed the above components and ciauumg, auu naVc aNr.v•-� provide adequate resistance to the wind loads and forces specified liy c , ode provisions. Name:Signature — gj^��� Design Firm S Cert. No. Date: Property Appraiser - St.Lucie C y, FL Page 1 of 1 PROPERTY RECORD CARD Atlantic Truss Company LTD Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Map Property Identification CO Site Address: TBD ParcellD: 1336-231-0001-000-2 �1pC1E SeGTown/Range: 36 :34S :39E Account 4: 5813 h - Map ID: 13136N Land Use: AG TRANSFER . r, Zoning: City/Cnty: ST. LUCIE COUNTY Ownership and Mailing Legal Description Owner: Atlantic Truss Company LTD 36 34 39 N 452.50 FT OF SW 1/4 OF NW 1/4-LESS W 74 FT FOR RD Address: 850 NW 61st St AND CANALS- (13.05 AC) (OR 1695-2744) Fort Lauderdale FL 33309 Sales Information Date Price Code 4/14/2003 195900 00 10/l/2002 100 01 1/1/1900 0 Assessment Deed Book/Page 2003 Val: 62640 TR 1695 / 2744 Assessed: 10440 WD 1590/1120 Ag.Credit: 52200 ! Exempt: 0 Taxable: 10440 BUILDING INFORMATION No Sketch Available Total Land and Building Total Land: 13.05 Acres Buildings: 1 Finished Area: 0 SgFt Exterior Features View: - RoofCover: - RoofStrucC - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: - AvgHt/FI: 1/2Bath: HealFuel: - Prm.Flors: - %A/C: %Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S City. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 6999-AG TRANSFER 800 -Market Acres 13.05 2 RG06-RD SEED GFT N -Tree Acres 12 3 BL01 -BASIC LAND N -Class Acres 13.05 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://l0.1.28.86/PRC.asp?prelid=133623100010002 1/27/2004 ' •"l A" ' iTIC^ TRUS'S COMPANY 954- - 8237 P. 1 FROM iTYE UPS STORE 3214 772 S62 2623 2004.- I 12:56 eras F:eivDc..... i � REQUEST FOR 30 UAY TEMPORARY POWER RELEASE D1�2 PERMIT NUMBER: �go<<L-L ��Ca PROPERTY ADDRESS: ST. LUCIE COUNTY BLDG. & FORT PIERCE, FL 34 h (56I) NOV *07e �( St. Lucie County Pub_— ihyy�8 1� Rr�t S 7 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELEC CAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN pECTION. IN OF PREPARATION FOR FINALTHE QUEST WE HEREBY ASCKNOWLEDGEONSIDERATION AND AGREE AS FOLLOWS:APPROVAL OF 1. This temporary power release in requested for the above stated purpose only; and there will be no occupancy of any type, other than that permitted by construction during this time period. agree to abPAe by all terms end 2. As witness by our signatures, we hereby a g conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled •Requirements for 3o Day Power for Testing' have been fulfilled and the premises is ready for compliance inspection. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, ARID THEIR EMPLOYEES FROM ALL LIABUXITES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE INCURRED DUE TO THEDISCONNECTION OFELECTRICAL POWERINTHE EVENT OF VIOLATION OF THIS AGREEMENT. A �� OWNER �iP//aG S h��-�O d e"5f- Me RESOLUTION 03-003 2 FILE NO.: RZ-03.001 3 4 s A RESOLUTION GRANTING A CHANGE IN ZONING FROM 6 THE AG-1 (AGRICULTURAL — 1 DU/ACRE) TO THE IL 7 (INDUSTRIAL, LIGHT) ZONING DISTRICT OF CERTAIN 8 PROPERTY IN ST. LUCIE COUNTY, FLORIDA 9 o WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the i testimony and evidence, including, but not limited to the staff report, has made the following 2 determinations: 3 4 1. Atlantic Truss Company, Ltd., presented a petition fora change in zoning from the AG-1 5 (Agricultural — 1 du/acre) to the IL (Industrial, Light) Zoning District for the property 6 depicted on the attached maps as Exhibit "A" and described below. 7 3 2. On January 16, 2003, the St. Lucie County Planning and Zoning Commission held a 3 public hearing on the petition, after publishing notice at least 10 days prior to the hearing D and notifying by mail all owners of property within 500 feet of the subject property, and t recommended that the Board of County Commissioners approve a change in zoning a from the AG-1 (Agricultural —1 du/acre) to the IL (Industrial, Light) Zoning District. 3 t 3. On February 18, 2003, this Board held a public hearing on the petition, after publishing s notice at least 10 days prior to the hearing and notifying by mail all owners of property s within 500 feet of the subject property. 7 3 4. The proposed change in zoning has satisfied the requirements of Section 11.06.03 of I the St. Lucie County Land Development Code and is consistent with the goals, 3 objectives, and policies of the St. Lucie County Comprehensive Plan. 5. The proposed change in zoning is consistent with the existing and proposed use of property in the surrounding area. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. The proposed Change in the Zoning District Classification from the AG-1 (Agricultural 1 du/acre) to the IL (Industrial, Light) Zoning District for that property depicted on the attached maps as Exhibit "A" and described as follows: SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST. THE NORTH 452.50 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4- LESSTHE WEST74 FEET FOR ROAD File No.: RZ-03.001 Resolution 03.003 February 18, 2003 Page 1 ;:0mI LD C n �- x 0 Co a Z M. ro 0 as x om r O1 1 3 z \ rJ .• (D N L•) 1- r- M Co .3 F+ -3 �c o p p T 4-17� rZ _ or cD H � n D C7 M O m � I-, N u� a H z r C n H m n 0 z AND CANALS. CONTAINING 13.05 ACRES, MORE OR LESS. (Tax ID#: 1336-231-0001-000/2) (Location: East side of North Kings Highway, approximately /a mile south of St. Lucie Boulevard) owned by Philip C. Gates, is hereby approved. B. The St. Lucie County Community Development Director is hereby authorized and directed to cause the change to be made on the Official Zoning Map of St. Lucie County, Florida, and to make notation of reference to the date of adoption of this resolution. After motion and second, the vote on this resolution was as follows: Chairman Cliff Barnes Vice -Chairman Paula A. Lewis Commissioner Frannie Hutchinson Commissioner Doug Coward Commissioner John D. Bruhn PASSED AND DULY ADOPTED This 18th Day of February 2003. V; iG tl� 1 �j`4&0. COUHT'f`.•0,, 4. 03-003a(h) AYE AYE AYE AYE AYE BOARD OF COUNTY COMM,ISS'C ST. LUCIE COUNTY, FLOC lib BY`� Chair art •.� APPRQVED AS TO FORM AND C RECTNESS:/-\ County File No.: RZ-03-001 Resolution 03-003 February 18, 2003 Page 2 O OT- ❑ 0 µ v W a M m N r1l O t,li�sti RESOLUTION 04-004 FILE NO.: MJSP-03-011 i A RESOLUTION GRANTING MAJOR SITE PLAN s APPROVAL FOR THE PROJECT KNOWN AS ATLANTIC 6 TRUSS COMPANY 7 j s WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the 9 testimony and evidence, including but not limited to the staff report, has made the following 10 determinations: 11 12 1. Atlantic Truss Company. Ltd., has applied for major site plan approval for a truss 13 manufacturing facility to be known as Atlantic Truss Company consisting of a 63,750 14 square foot manufacturing building and a 5,000 square foot office for a total of 15 68,750 square feet of space for property located at the east side of North Kings 16 Highway, approximately'/a mile south of St. Lucie Boulevard in the IL (Industrial, 17 Light) Zoning District for the property described in Part B. 1e 19 2. The Development Review Committee has reviewed the site plan for the proposed 20 project and found itto meet minimum technical requirements of the St. Lucie County 21 Land Development Code and to be consistent with the future land use maps from 22 the St. Lucie County Comprehensive Plan. 23 . 24 3. The proposed project is consistent with the general purpose, goals, objectives, and 25 standards of the St. Lucie County Land Development Code, the St, Lucie County 26 Comprehensive Plan, and the Code of Ordinances of St. Lucie County. 27 28 4. The proposed projectwill not have an undue adverse effect on adjacent property, the 29 character of the neighborhood, traffic conditions, parking, utility facilities, or other 30 matters affecting the public health, safety, and general welfare. 31 32 5. All reasonable steps have been taken to minimize any adverse effect of the 33 proposed project on the immediate vicinity through building design, site design, 34 landscaping and screening. 35 36 6. The proposed project will be constructed, arranged and operated so as not to 37 interfere with the development and use of neighboring property, in accordance with 38 applicable district regulations. 39 40 7. The proposed project will be served by adequate public facilities and services. 41 42 8. The applicant has applied for and received a revised certificate of capacity, a copyof 43 which is attached to this order as Exhibit A, as required under Chapter V, St. Lucie 44 County Land Development Code. 45 File No.:MJSP-03.011 Resolution 04-004 January 13, 2004 Page 1 T•d TBST-2911+-T9S RZunoj aeon- zS eSo:TT 40 00 jeW 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. Pursuant to Section 11.02.05 of the St. Lucie County Land Development Code, the site plan forthe project known as Atlantic Truss Company, is hereby approved as shown on the site plan drawings forthe project prepared by Mosby & Associates, Inc., dated September 11, 2003, and date stamped received by the St. Lucie County Community Development Director on November 26, 2003, for the property described below, subject to the following condition; Prior to the issuance of the Building Permit for the proposed truss manufacturing project, the petitioner, his successors or assigns, shall conveyto St. Lucie County, in manner and form acceptable to the St. Lucie County Attorney, right-of-wayforthe futurewidening of Kings Highway. Said right-of-way dedication shall consistof the west 150 feet of the subject property on the northern boundary to taper to the west 127 feet at the southern boundary of the subject property. To the extent permitted under the County's Code and Compiled Laws, any such dedication may be considered eligible for Road Impact Fee Credits. B. The property on which this Site Plan is being granted is described as follows: THE NORTH 452.50 FEET OF THE SOUTHWEST 114 OF THE NORTHWEST 114 - LESS THE WEST 74.00 FEET FOR ROAD AND CANAL RIGHT-OF-WAY, LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. CONTAINING 13.05 ACRES, MORE OR LESS. (Tax ID#: 1336-231-0001-00012) (Location: East side of North Kings Highway, approximately % mile south of St. Lucie Boulevard) C. The approvals and authorizations granted by this Resolution forthe purpose of obtaining building permits on this property and the approvals granted under the resolution shall remain effective for the remaining validity period of the Atlantic Truss major site plan. D. The Final Site Plan approval granted under this resolution is specifically conditioned to the requirement that the petitioner, Atlantic Truss Company, Ltd., including any successors in interest, shall obtain all necessary development permits and construction authorizations from the appropriate State and Federal regulatory authorities, including but not limited to; the United States Army Corps of Engineers, the Florida Department of Environmental Protection, and the South Florida Water Management District, prior to the issuance of any local building permits of authorizations to commence development activities on the property described in Part B. E. A copy of this resolution shall be attached to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Community Development Director. F. The revised certificate of capacity, attached as Exhibit A. shall be valid for the same period as this order. If this order expires orotherwise terminates, the certificate of capacity shall automatically terminate. F1leNo.:MJSP-03-011 January 13, 2004 Resolution 04-004 Page 2 2-d IBST-z9b-199 Riunoo aionl -IS ego e T T to Bo -jeW 1 2 3 4 s 6 7 s 9 10 v. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 34 35 36 37 38 39 40 41/ 46 47 G. A copy of this Order shall be mailed, return receipt requested to the developer and agent of record as identified on the site plan applications. H. A copy of this Order shall be attached to the site plan drawings described in Section A, which plan shall be on file with the St. Lucie County Community Development Director. I. This Order shall be recorded in the Public Records of St. Lucie County. After motion and second, the vote on this resolution was as follows: Chairman Paula A. Lewis AYE Vice -Chairman John D. Bruhn ABSENT Commissioner Frannie Hutchinson AYE Commissioner Doug Coward AYE Commissioner Cliff Barnes AYE PASSED AND DULY ADOPTED this 61h Day of January 2004. ATTEST: Deputy FileNo.:MJSP-03-011 January 13,2004 BOARD OF COUNTY COMMISSIONERS ST. LLUUCIE�COUNTY, FLORIDA BY Chairman APPROVED AS TO FORM AND CO - County Attorney Resolution 04-004 Page 3 g•d TBST-Z94-I9S R3uno0 aionj •qs es0:11 {+0 80 Jew ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM DATE: NAME OF FEEPAYER: AD PEI ROAD IMPACT ZON THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON THE FEE SCHEDULE ADOPTED ON 5-09-00, EFFECTIVE 10-01-00. IMPACT FEE CALCULATIONS LAND USE TYPE: # OF U # SQ FEET (PER 1000): ROAD: (# SQ FT - BY 100(y X ( FEE PER UNIT) _X� _ $ PUBLIC BUILDINGS FIRE / EMSm- X� ORVAL—SHELTO.N 561 465 1445 P.02 A 41G-24-04 01:04 PM YI115 LCS I!tl.M1 -.1 flit I'AIU-0 I .%h L) KL WR:V Pi 14c+nL D Snxd. h.. E:q:urc Suit, ?fh, .11:v.f 1•.eea•,I I," (cnle� 1'I :4947 FWlidn By?'o. 13951! ,<u'.\ No - 07 Tax ID No. Ct3,:�t. CLERK Jl- i4;•i;'GI N. 1 ;i,L r "'r ['Dti%3 3tur1T I-N.iiE tOUt;TY r:liOK i t9 F1IL`c T-44 lu ax 540, ;r,t Tc;z i 0100 ..._ISIU:a..u.e d:n'•iue Ir;1 sltfdmg dsl''i __ .�.. .� SPECIAL WARRANTY DEED THIS DEED is made this I_ day of April A.D., 2004, BETWEEN ATLANTIC TRUSS COMPANY, LTD., a Florida limited partnership, `Grantor, and ST, LUCIE COUNTY, a political division of the State of Florida, whose address is 2300 Virginia Avenue, Fort Pierce, FL 349K-5652, *Grantee, WITNESSETH, that said Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged has granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in St. Lucie County, Florida, to -wit: A parcel of land lying in the North 452.50 feet of the Southwest 1/4 of the Northwest 1/4, Section 36, Township 34 South, Range 39 Fast, St. Lucie County, Florida, less and excepting therefrom the West 74.00 feet for road and canal rights -of -way, being more fully described as follows: Commencing at the Northwest corner of the Southwest 1/4 of the Northwest 1/4 of said Section 36, Township 34 South, Range 39 • East; thence 889"50'68" E along the North line of the Southwest 114 of the Northwest 114 a distance of 74.00 feet to a point on the East right-of-way line of Kings Highway (S.R. 713), said point also being the Point of Beginning; thence continue along the North line of the Southwest 114 of the Northwest 1/4 S89"50'58"E, leaving said East right-of-way line a distance of 150.00 feet; thence 803`22'34"W a distance of 453.22 feet to the South line of the North 452.50 feet of the Southwest 1/4 of the Northwest 1/4; thence N89050'58"W along the South line of the North 452.50 feet to the Southwest 1/4 of the Northwest 1/4 a distance of 127.00 feet to a point on the East right-of-way line of Kings Highway (S.R. 713); thence N00°28'02"E along sold East right- of-way line a distance of 452.50 feet back to the Point of Beginning. containing 1.44 acres (62,672 sq. ft.) more or less. A �,qG-24-04 01:05 PM Aug,- 5. 2001 ?:bL-�':` ORVAL-SHELTO.N 561 465 1446 P.as OR F."IIOk 1 yi34 lrP6F. 545 SUBJECT TO: conditions, restrictions, reservations, limitaticns, and easements of record; applicable zoning ordinances, taxes and assessments for the year 2004, and subsequent years, but that reference to the restrictions, shall not operate to reimpose the sarrie. TO HAVE AND TO HOLD the same unto the Grantee in fee simple. AND THE GRANTOR DOES HEREBY COVENANT WITH THE Grantee, that at the time of the delivery of this Deed, the land was free from all encumbrances made by Grantor, and that Grantor will warrant and defend the same agains' the lawful claims and demands of all persons claiming by, through, or under Grantor, but against none other. "Grantor" and "Grantee" are used for singular or plural, as content requires. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: .i Printed Name. 3? t't 2l L—I.LrIA I I Q•k TA Witness �d'C Prid NName. W loss STATE OF FLORIDA COUNTY OF ATLANTIC TRUSS COMPANY, LTD. a Florida limited partnership By: Atlantic Truss Company, a Florida corporation, as general partner of above partnership Stewart As u's, as Director of above corporation The foregoing Instrument was acknowledged before me this 1 -, day of April A,D•, 2004, by Stewart Asmus, as Director of Atlantic Truss Company, a Florida corporation, as general partner of ATLANTIC TRUSS COMPANY, LTD., a Florida limited partnership, on behalf of the partnership, who ( I is personally known to me or [ I has produced _ as identification, and who did not take an oath. ti —_—-Yanr;uery��p� MPBAriAFF. KAMIN5KI i_ M'l rr067At:y3iCN 7GGJ14321 S�tiy1r to pnag;?p,;�Nc! (iAG.Wdrnase Notary Public 13ARGARA V. KAMINSKI State of Florida My Commission Explres: ,, 04/07/2004 22:38 56146211^p, STLUCIECOUNT 4s.V 465 a�►p i i`45c) ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: � 1 3 State of Florida Certification Number (trapplleabia): agreed to be the PAGE 01/03 ��Qj sub -contractor for CX VC)1 �1nQ) lc�n �c� lr-LL tU) (Type of T (Primary Contractor) for the project located at aSio 'I nQs kqh (��� / (Project Street Addrdis or Propd4 Tax ID 1) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Randal) R._Sn voter atb4 SIGNATURE PR1NT NAME - I DATE . Business Name: Address: City/State/Zip: Phone: C= OFFICE USE ONL email: NNS,� 'tBW� ..N.N4 CXWW&lSARMt R N nr000+eoo» • rpt.. rmr�oa ®onftd r.oapt (it19.72.711) _flo!Ns t4a!!!E.�::t1a' —�:AL. ` ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT ,. ^r St. Lucie County Contractor Certification Number: e; Q 7 1 1 State of Florida Certification Number (if applicable): agreed to be the sub -contractor for (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) I It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: PRINT NAME DATE IL G', (nc. 19l 3z�O GIB, . L_ 3 �g co email: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORIOp'. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: PS L 0 "C — (c> O S 4 State of Florida Certification Number (if applicable): C FC_ 14 of G95a agreed to be the ' (Company NamaJlndividual Name) Plumb�,nsub-contractorfor Sholton cons- C- kO4 (Type of Tra4) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED / �NA R SIGNA PRINT NAME DAT Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: email: SrL Feb 18 O1 10a49a Di,, ding Zoning SLC 561 1735 p.l r ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT )A-1IGn-hL BUILDING PERMIT i cn SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. 4426 State of Florida Certification Number (ifapplkebta): RA001 8071 GM'ESHE)TRU&AMA I has agreed to be (companylndlvldual name) the H.V.A.C. sub -contractor fo6cJ i I le She t-1 p tsjr-& (type of oonatruction trade) (name of the prima contractor) for the project located atl - a It is understood that, onot address or properly tax ID N) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO, 004-00). INES IFIER (odpinat alpnaturaa required): i�'gB n �F. Q2IIVFS tur Print name Date business name: GMVE5 HiA= & AIR 02CTITI]vrrs: address: city,state,zip phone: ace raro:• >FFICEUSEIONL'Y) SLCCDV FORM NO.: 002-0 F0"�PE rl11 ISSUE DAZE r M ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OROP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT rGREEEMENT St. Lucie County Contractor Certification Number: `if3, " State of Florida Certification Number (If applicable): v 9 c 676 /-5-5 O p OR1%i41, ��t Al (�12c/1= ccb have agreed to be the 11 (Company Name/Individual Name) , // __ / �v L rl- k Re- e. r y csub-contractor for IWAI �1'/c- Z-1i (Type of Trade) (Primary Contractor) for the project located at 133 L-,�2 31 ' lE%bo 1 —C_)C>D Z (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Rl INAL SIGNATURES Al2E REQUIRED ogVx4 S GNATURE PRINT NAME DATE Business Name: Address: A130 IV, V, s,-%- 3 41?-fL City/State/Zip: V Iyl , -/Lx +3 r( Phone: 7 72 - qG 9 ',VDe email: OFFICE USE ONLY: 75�7 ISSUE DATE t St. Lucie County x y Building & Zoning RP' BUILDING PERMIT SUB -CONTRACTOR SUMMARY 0 RV 4 IYC- will be using the following sub -contractors for the (Company/Individual Name) project located atie4s h'^ '�L1ti eF.$(� ,��� �1�--j33(o0231'o0ot-ooae�2 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical, tnjC ELcfcT4Z�L $a C-F VE2o SL a,6776 �eooa3va�F Plumbing sNy�cR P�dwt L A o �� Ur1Sv2<< � // ESQ-o�� 6&55� cr-c . 1V;s'q-5 Mechanical y ya Roofing OKVAC tic-L 10.E Cvgst�uc�oK C°e CGd of IS'dS / S S'#P Gas /roy✓[= )FFICE USE ONLY: PERMIT ISSUE DATE: NUMBER 0 (i I.SG-24-04 01:03 PM ORVAL—SHELTO.N 561 465 1448 P.01 5� �k 1 2 Law Ofliccs RICHARD D. SNEED, JR., P..a. v $ CC ° SUITE 286, M;,A01 I:X1.i:L I I� r t'rvrrR 190*.So!,'TH 25TR STREEI FT. PIERCE. FLOIiIU.\ 4W7 IELEPIIUNE- RICHARD D. SNC.PD.,IR VIC1ORI.1 L. 0XIF1 IN FACSIMILE TRANSMIT TA L TO: Attn: Glenda Orval Shelton FA-%N-U.\IMR; (772)464;-1443 VAX (77^,)465 2342 -MAIL RdsltpG A"5htunn FROv1: Victoria I.. Gril'lin, Esquire of the Law Offices of RICHARD D. SNEED, JR., P,A. Our Fax No: (172) .165-234_ DATE: August 5. 2004 RE': Atlantic Truss (it'oup, LLC - St. Lucir. Ctntnt. Our File No.: 04- I R6 NUMBEROF PAGES (including transmittal page): 3 MESSAGE: Pursuant to your reclucst, attached is a copy of Ole Special Warranty Decd liom -% lantic 17ust Company, T.Ld.. to St. Lucie COLVILV, that \\:as recorded 06A U2004 in O.R. Book 1989, Page 544, Public Rccurds ui'Si. Lucie C'uunly, Florida. Hard Cola)' L J wi tl or. [ x ] %vM not follow by mail. 0-IN I IM', IIALI'I Y NU I I WE INFORMAITON ('ONI'AI\2n IN 'I HIS FACSIMILY'rR,\NS\IISSIO`IA ,1TTf!R�LI LLIG<`I"I'ILD:ILI:GI:U ASU COVFIDF.NTt41.. rrls IN'1'L'NDL'D ONLY FOIt'tHF USF OF'I'HE INDIVIDUAL OR LS'I'rf5' N:\PIGD AW.)Vr.. IF Tl IF RP..ADER OF'INI,S MF.SSWE IS NOT THE INTM)FD RFCIPIF.N1'. 1'OI,I ARF. HFARRY NOTIM0 Twa.AXY DISSEMINATION. DISIRIln. I ION. UR COPYINU OF THIS TGLLCOPY IS STRICTLY PROIIIIII'IBD. 117 YOV ILAVL RECEIVED THIS TEIXCOYY IN ERROR. M FAST IV.\IFOIAI'ELY NOTIN Us nY TFI PPFIONF COI.r.F.CT A\D RF.TIIRN THE 0RJ0rNAl. MESSAGE TO US AT OIL ADORI S] LIN IP:D ABOVE. VIA C. s. MAIL C(1PSRI(il1'i' :ty 1990 nY n!CI I \RD D, SNC[r)..lR . P A . ALL RIGI1 i S RLM:RV RD. PLEASE CONTACT OUR OFFICE AT (772) 46)-2 30 IF ALL DOCUMFNITS ARE NOT RECEIVED. THANK YOI1. RµG-24-04 01:04 PM ORVAL_SHELTO.N - dURrildE ;iClU'RMl GI.ERK. iJl- i =`� t'Ii7ri118i : 2" rj4Qr• fIR )7IIS 1.951 KL\71 .':I 1'lll 1'Alt 1.11 It) .11.D KE I IMv I0 ihln,ad 1) Simi, h.. Ep:urc 1ur1I utn n. %en I,. 1¢ . a n I'.fi ScA: ?3" S=t Suit NA. Mwdi It, "W ,r 1 nmw Fvn Roar 11 7,4947 Taltl,l-,,qnr.. p'71 Sp,i-?j}G EW1ida 6artia. 139:13 Cuafl "n , MIN No' 07 Tax ID Nr,. Zjitl.r. i,3n".SUahsd.,8ue.'. 561 465 1448 Ljoitij: COUV ,:tl!11 i 9 F,I)CE f rli 1t�X - k p _._IS;uco ab.,.. en• :iue ter smY1n, A:,.,; SPECIAL WARRANTY DEED P.02 iV5•i5dc i'• L 3, �0 U.G.1E tQUi;TY 544 THIS DEED is made this . II_ day of April A.D., 2004, BETWEEN ATLANTIC TRUSS COMPANY, LTD., a Florida limited partnership, `Grantor, and ST• LUCIE COUNTY, a political division of the State of Florida, whose address is 2300 Virginia Avenue, Fort Pierce, FL 34982-5652, *Grantee, WITNESSETH, that said Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged has granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in St. Lucie County, Florida, to -wit: A parcel of land lying in the North 452.50 feet of the Southwest 1/4 of the Northwest 1/4, Section 36, Township 34 South, Range 39 Fast, St. Lucie County, Florida, less and excepting therefrom the West 74,00 feet for road and canal rights -of -way, being more fully described as follows: Commencing at the Northwest corner of the Southwest 1/4 of the Northwest 114 of said Section 36, Township 34 South, Range 39 • East; thence 889"50'68" E along the North line of the Southwest 1/4 of the Northwest 1/4 a distance of 74.00 feet to a point on the East right-of-way line of Kings Highway (S.R. 713), said point also being the Point of Beginning; thence continue along the North line of the Southwest 114 of the Northwest 1/4 S89'50'58"E, leaving said East right-of-way line a distance of 150.00 feet; thence S03`22'34"W a distance of 453.22 feet to the South line of the North 452.50 feet of the Southwest 1/4 of the Northwest 1/4; thence N89050'58"W along the South line of the North 452.50 feet to the Southwest 1/4 of the Northwest 114 a distance of 127.00 feet to a point on the East right-of-way line of Kings Highway (S.R. 713); thence N00`28'02"E along said East right- of-way line a distance of 452.60 feet back to the Point of Beginning. containing 1.44 acres (62,672 sq. fl.) more or less. A'PG-24-04 01:05 PM ORVRL-SHELTO.N 561 465 1448 P.03 1,989 f'AIiF 545 SUBJECT TO: conditions, restrictions, reservations, limitaticns, and easements of record; applicable zoning ordinances, taxes and assessments for the year 2004, and subsequent years, but that reference to the restrictions, shall not operate to reimpose the same. HAVE AND TO HOLD the same unto the Grantee in fee simple. AND THE GRANTOR DOES HEREBY COVENANT WITH THE Grantee, that at the time of the delivery of this Deed, the land was free from all encumbrances made by Grantor, and that Grantor will warrant and defend the same against the lawful claims and demands of all persons claiming by, through, or under Grantor, but against none other. "Grantor" and used for singular or plural, as content requires. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the d year first above written. sealed and delivered in our presence: e: t rA < <.. r. �. STATE OF FLORIDA COUNTY OF ATLANTIC TRUSS COMPANY, LTD, a Florida limited partnership By: Atlantic Truss Company, a Florida corporation, as general partner of above partnership Stewart As u's, as Director of above corporation The foregoing Instrument was acknowledged before me this . = .. day of April A.D., 2004, by Stewart Asmus, as Director of Atlantic Truss Company, a Florida corporation, as general partner of ATLANTIC TRUSS COMPANY, LTD., a Florida limited partnership, on behalf of the partnership, who [ ] is personally known to me or [ j has produced _ as identification. and who did not take an oath Notary Public I;AfIBARA F. KAMINSKI State of Florida My Commission Expires: r, �f9• `Il' Date: 2/27/04 Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954) 753-1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Job NO: ATLAN Customer: ATLANTIC TRUSS Address or ATLANTIC TRUSS Lot/Block Section or Subdivision: City or County: FORT PIERCE, FL Building Code: Florida Building Code, 2001 Chapter 2319.17-2 Loads in P.S.F. (Unless Otherwise Noted): Top Chord Live Top Chord Dead Bottom Chord Live Bottom Chord Dead TOTAL Duration Factor Wind Speed Architect / Engineer of Record Name: KUHNS ENGINEERING CORP Address: 825 PARKWAY ST., STE. #12 JUPITER, FL 33477 Lic.#: PE#15406 EB#3289 ROOF FLOOR 30 40 15 20 0 0 10 5 55 65 1.33 1.00 140 MPH Computer Program Used ALPINE 6.39 This package includes a Truss Index Sheet and 33 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for any building is the ....uuu.— Respectful : S'- •��� P �'%r� � , Q9 p ; = 0.19 = Morris Ay Maurice tf., P B,. �IIQ License Nos!'i .1' ED ���uuuuuu" NIAR 0 2 2004 u .-Bearing Information Layout #: ATLANTIC Atlantic Truss Company Plan #: Date: 02/27/2004 850 NW 61st Street Job Info: Fort Lauderdale, Florida 33309 ATLANTIC TRUSS OFFICE Phone: (954) 491-3310 Fax: (954) 941-8237 Builder: ATLANTIC TRUSS Salesman: WALK IN Pro >. a Qty. P ys Span Desc. Seq. Brg# Reaction Up 3- t 18 1 50' T7 1. 1517.07 726.00 2. 2935.92 726.00 3. 2906.69 728.00 -� _-__________________________________________________________________________________________________________________________ 23099 4. 1457.96 653.00 2 1 50' T8 1. 1515.54 726.00 2. 2936.43 726.00 3. 2921.79 727.00 23103 4. 1263.26 442.00 6 1 461 T9 1. 1563.01 711.00 2. 2888.89 711.00 3. 2565.37 600.00 _____________________________________________________________________________________________________________________________ 23106 4. 1178.01 383.00 2 1 50' T6 1. 2929.71 1372.00 23436 2. 2929.71 1372.00 1 1 50' T5 1. 2929.71 1374.00 _____________________________________________________________________________________________________________ 23444 2. 2929.71 1374.00 1 1 50' T10 1. 3129.90 1576.00 ____________________________________________________________________________________________________________________________ 23621 2. 2917.52 1359.00 1 1 50, T11 1. 3129.90 1577.00 _---- --------------------------------------------------------------------------------------------- 23594 2. 2917.53 1361.00 1 1 50, T4 1. __________________________ 2929.71 1375.00 __---- ________________________________________________________________________________________________________________________ 23454 2. 2929.71 1375.00 1 1 50' T3 1. 2929.71 2377.00 ------------------------------------------------------------------------------------------------------------- 23459 2. 2929.71 1377.00 1 1 50, T12 1. 3129.90 1579.00 ____________________________________________________________________________________________________________________________ 23601 2. 2917.52 1363.00 1 1 50' T13 1. 3129.90 1581.00 ____________________________________________________________________________________________________________________________ 23606 2. 2917.52 1364.00 1 1 50' T2 1. 2929.71 1379.00 23475 2. 2929.71 1379.00 1 1 50' T14 1. 2929.71 1380.00 ______________________________________________________________________________________________________________________________ 23480 2. 2929.71 1380.00 1 1 50' Ti 1. 3129.90 1582.00 23620 2. 2917.52 1366.00 y-___-------- _______________________________________________________________________________________________________________ 1 3 50' HG1 1. 9636.96 6710.00 ____________________________________________________________________________________________________________________________ 23634 2. 9423.13 6577.00 ,4 1 3 50' HG2 1. 9436.77 6586.00 ----- -______________________________________________________________________________________________________________________ 23547 2. 9435.32 6595.00 1 1 14' GEL 1. 948.58 636.00 23556 2. 948.58 636.00 1 1 14, T15 1. 770.00 430.00 • 23559 2. 770.00 430.00 2 1 13'4" T16 1. 733.33 426.00 _______________________________________________________________________________________________________________ 23562 2. 733.33 426.00 4 1 15'6"11 C11 1. 1508.62 1705.00 . 23518 2. 2204.91 1780.00 PAGE 1 Bearing Information Layout #: ATLANTIC Atlantic Truss Company Plan #: v Date: 02/27/2004 850 NW 61st Street Job Info: Fort Lauderdale, Florida 33309 ATLANTIC TRUSS OFFICE Phone: (954) 491-3310 Fax: (954) 941-8237 Builder: ATLANTIC TRUSS Salesman: WALK IN Profs a Qty. P ys Span Desc. Seq.# Brg# Reaction Up 3ft 30 1 11' J11 1. 815.06 585.00 ------- _________________________________________________________________________________________________________________________ 23489 2. 573.52 465.00 1 1 9' E9A 1. 974.21 873.00 2. 179.08 191.00 _________________________________________________________________________________________________________________ 23639 3. 204.45 201.00 7 1 9' E9 1. 2. 709.52 295.54 533.00 232.00 ----------------------------------------------------------------------------------------------------------------- 23495 3. 163.54 180.00 1 1 7' MA 1. 892.66 856.00 2. 37.96 180.00 ------- _______________________________________________________________________________________________________________________ 28504 3. 207.11 239.00 7 1 7' E7 1. 606.60 485.00 2. 103.15 180.00 ------- ________________________________________________________________________________________________________________________ 23501 3. 238.85 221.00 8 1 5' ES 1. 2. 509.60 47.28 446.00 180.00 ------------------------------------------------------------------------------------------------------------------- 23504 3. 171.72 181.00 8 1 3' E3 1. 431.28 434.00 2. 16.02 180.00 ------- _________-______________________________________________________________________________________________________________ 23507 3. 61.30 180.00 8 1 3' E1 1. 514.71 661.00 . 2. 36.99 180.00 _____________________________________________________________________________________________________________________________ 23510 3. 320.88 180.00 ® 1 1 4' V1 1. 440.00 180.00 23565 2 1 2' MV1 1. 220.00 180.00 ---------------------------------------------------------------------------------------------------------------------------- 23568 J00 • LM I LnP1 1 I L.J n I LTHN I I L - TOP CHORD 2u4 SP #L Dense SOT CHORD 2x4 SP #2 N 2X4 (D 1)T 0 =JIG - 2'2" Tr 140 MPH WIND, 11.25yFT MEAN HGT'GASCE 7-98,, CLOSED BLDG,u NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WINO TCOL-5.0 PSF, WIND SCOL-5.0 PSF. SEE DWG VALTRUSS1001 FOR VALLEY DETAILS. 12 5 p T1 T T 0 0 10'8"3 lz 2' IRv=?IOp i f L1 100 I f . W-2' MORRIS A. SHASI 1908 NW 112, CORAL SPRINGS, P.E. E MAR u 2 2004 J71 RIGHT JIG 1'4" ra, TnTAI _ S) .•%%kUNnf{LI`ILIT74.. aGv a vq n7ia " QrAi G _23�G -- ....._._..I---...- _.,...�..� _-._ ..........._......_ T . ;iU . U sh� REF AND BRACING. REFER TO HIB-SL (HANDLING INSTALLING AND RACING ) UBLISHEO Y ( $• M H C LL P PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY BS` ro. S PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE I oics EO TOP CHORD S L�B "\ �%` �� TC OL 15..0 Sf ORTE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A 11@ 0' I •9 i P GOm' R CEILING. --IMPORTANT-- FURNISH fl COPY OF THIS DESIGN TO THE INSTALLATION iggCT BC DL 1 0 . O S F ORWG �_`� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fi@��1YP. T� r 1Tr DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH iPi: OR FABRIC I YY 55a '�a O HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WI WICA 1 D C = BC LL 0 . Ops f IMJ TT PROVISIOAS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN REMAND A�G r : w� T0T.L0• 55.0 Sf 0/B LEN. 2 A1• �• PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH R653 Gft GAL' T ST h G O Non: (45+1 as-xno NS (v+)•+,-ter, THCSOES[GNOTPOSIT[ONLCONNECTOR9RPER OHPV[NGSCfiBOOFA-Z. THE S L ON STM �sHOE � LOCA fl �� ouR.PRc. 1 .33 ' �� ACCEPTANCE EF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR B ` SL SPR((.ING a24.0" TYPE vo I Alta 850 NW 61st ST. FT. LAUDERDALE, FL 33309 PH# (954) 491-3310 Fax# (54) 491-8237 DATE: LAYOUT NO: DESIGNER: 2/27/04 ATLANTIC L JOSEPH ENGINEERING PACKAGE BUILDING DEPT. (SEALED) OFFICE (UNSEALED) ❑JOBSITE (UNSEALED) CONTRACTOR MODEL: ELEVATION: LOT/BLOCK: SUBDIVISION: CITY/COUNTY: HANGERS A LUS 26 B HUS 26 26 C HHUS 26-2 D HUS 28 E HHUS 28-2 F HGUS 28-3 G SUR/L 26 RIGHT T H HSUR/L 26-2 -HT ffIG LEFT I THASR/L 218 RIGHT J I HSUR/L 414 G T LE FT K THJA 26 4 ATLANTIC TRUSS. ATLANTIC TRUSS ROOF FT. PIERCE, FL u Ai JOB # ATLANTIC CONTRACTOR MODEL ELEVATION LOT/BLOCK SUBDIVISION CITY/COUNTY ATLANTIC TRUSS ATLANTIC TRUSS ROOF FT. PIERCE, FL ENGINEERING DETAIL INDEX �X 11'-0" CORNER SET ❑ 7'-0" CORNER SET 1-1 5'-0" CORNER SET �X STANDARD ROOF VALLEY DETAIL F-1- PIGGYBACK CONNECTION DETAIL STANDARD FALSE BOTTOM DETAIL STANDARD GABLE END DETAIL DROPPED GABLE END DETAIL ❑X STANDARD LATERAL WEB BRACING ®attention! PERSONAI.SAFETYISINVOLVED! When you see this symbol - BECOME ALERT - HEED ITS —� MESSAGE.: CAUTION: A HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED. WOOD TRUSSES® It is the responsibility or the installer (builder, building contractor licensed contractor, erector or erection contractor) to properly receive, unload, store, handle install and brace metal plate connected wood trusses to protect lire and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPtdoesnot intend these recommendations to be interpreted as superiortothe projectArchhecrs or Engineer's design specif ication for handling, installing and bracing wood lrussesfor a particularroof orfloor.These recommendations are based upon the collective experience of leading technical contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet *Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB-910 from the Truss Plate Institute. DANGER %;`A DANGER designates. a •condition: Awhere fallure to folltiwlosfructiops or heed warn ing will most likely resuR In'serious personal injury or death or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel Inthewoodtruss industry,butmust, duetothe nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaimsany responsibility fordamages arising fromthe use; application or relianceonthe recommendations and information contained herein by building designers, installers, and others. Copyright ®by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections ®should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS;STOfiAGE, „r 'CAUTION: Tiusses should`:.not. be unloaded on rough terra[n or uneven surfaces which could cause damage to the truss. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 nately Approximately\ Tag %: length truss length Line Truss spans less than 30'. Li (ttir Approximately 1 Less than or equal to 60, the truss top chord with a closed -I( attachment utilizing materials such slings, chains, cables, nylon strappi Toe In etc. of sufficient strength to carry weight of the truss. Each truss should set in proper position per the build designer's framing plan and held N the lifting device until the ends of ' truss are securely fastened and teml rary bracing Is Installed. Tag Line r. ..:" }y F9Wi t < Y..tlF e.xL. t ♦ nz.e->..�Ga^".r �.::K. WARNING:.. Do not attach cables, chains,'or WARNING: Do ot itictsingietrusses with spans hooks to the web members.-.-,£� greater than 30 by the peak / I Or Tag Apprc Line '1 truf Spreader Toe In Spreader Bar Toe In Tag Line At or abom mid -height Less than or equal to 60' \ Line foe Greater than 60' CAUTION: Temporary bracing shown In this summary sheet is adequate for the Installation of Atrusses with similar configurations,.Consult a -registered professional, engtneer,if a;,differenf bracing arrangement is desired. The engineer, may, design. bracing in*accordance with.TPl's Recommended Design Specification for „Temporary, Bracing. of Metal Plate Connected Wood, Trusses, DS8 89, and in some cases determine ihat`a wider spacing is possible `.': xGROUND BRACING BUILDING INTERIOR,# GROUND BRACING 'BUiLDING;E. G Lund brace Note: 2n4f Ground Ground brace verti.1(Go ) Backup ground stake Typtral vertical End W.a anachment plan Blocking 'A �.�7�:^. Ground Brace r verticale(GBy) # (s7) erNen / 1 Typlud horizonW tle member with wrd WYe� ` multiple atokea(HY) ee of b of Imo Frame 2 12 . 4orgreater 10 OF- Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruco-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. I I War Greater Attacl Requ T 0 da"nal are laterally bininceil can buckle U�p �14craril c....'J. thierni .. dr.,o­ nal bi Diagonal bracing nh..Id be nulled to the u.d.Wd. of th.top chord when purline are attached to the topelde of the top chord, WARNING: Failure to follow these recommendations could result In:.,. A, A severe personal injury or damage to trusses. or buildings., -. ..... M . A .. P I Trt C: .01MER"EN"C'E' k� U IM 'S OF KAP.ni Up to 28' 2.5 7' 17 12 Over 28"im 42' 3.0 6' 9 6 Over 42'- 60'. 3.0 61 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required I 10'orGreater Attachment Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Top chi thel are laterally bnii-�=!. b tgther.nd cinneccoll.p. Uff 50 d5l� nilbrii.Ing. Dr. Id A b.�Pc Diagonal ding = iu;l'� try t.tb.und..hh?cnthe Zp.1c`:d , are attached to the lopolde of the top chord Frame 3 12 ------ 1 4 or greater BO7�OMCHOitt11. ` r `ti s. MINIMUW1 tiH0T70M CYiGRU TER/tLHfFACE -DIAGONACBRACE s SPACIND SPAN7+� PITON `' SPACING{LH�t r' '' # Vusses �° { I.r.Y Y ..-... <. a Up to 32' 4/12 15' 20 15 Over 32' - 46' 4/12 15' 1 1 7 Over 46' - 60' 4/12 15' 6 1 -4 Over 60' 1 See a registered professional engineer DF-Douglas Fir -Larch SP-Southern Pine HF-Hem-Fir _ SPF-Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. hord iagonal ng loas top diag onal and a bracing. t each end of the buildingand at same pacing P 9 g• rat "r B4OTfO1Vl GOR< �LI1�J r WARNING Fallure tofolio wtheserecommendationscould result In severe personal Injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. _ 10 Permanent as continuous >w-W - - - lateral bracing asspecitied,bythe 4s° truss,.engineering. Frame 4 4x2`PARgLLEL`'CH0R© Tfil7$$ TOP C� 10�1C) e FRq,,rhd Topchorda that are laterally braced an buckle togetherand auueolisp. Jtheelew dtago- nalbracing. Diagonal bfadrp should he nailed to the underside of the top chord when putlins are attached to the topolde of the top chord. Frame 5 12 Over 54' 1 See a registered professional engineer )F - Douglas Fir -Larch SP - Southern Pine IF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. � Top chords that are laterally braced can buckle to,,alber and ca use collapse, it there 19 no dia go- nalbrach,,., Diagonalbracing should be nailed to the underside of the tal, chord when purlins, are attached to the topside of the top chord. der' All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10* or Greater I e t r o mendatiprispottldrepultin.,. ma e to trusses or buildings. personal injury or de AF, WARNING:.Failur tofoll severe pers �. - . .. PLUMB Truss Depth Don) Lesser of DISO or Z' 12.1 114" 1 1 24" 112" 2' W 3/4" 31 48" In 4' 601, 1-1/4- S' 72' 1-1 2" 6' 84" 1-3/4" 7" 96" ?" § 108" _ 2' 9; Attachment Required - BOW Length LQn) ............. Tt Ui Lesser of L/200 or 2" IF Litt);`: 6TANDARD LAfiEfRAL WEE3 BRACING 11. iC — n Ali /\ l-,. SHALL BE CONNECTED TO A FIXED RIGID POINT OR X-BRACED AS NOTED ON THIS DETAIL. Ix4 OR 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2-I2d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 03 OR BETTER TRUSSES Q 24" O.C. NAILING PATTERN T-BRACE SIZE' NAIL SIZE NAIL SPACING Ix4: I loci 8" O.G. 2x4 I 16d I 8" O.G. NOTE : NAIL ALONG ENTIRE LENGTH OF T-BRACE (EACH PLY) BRACE SAME GRADE AS WEB. NOTE : BRACE MUST BE 9096 THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI-135 GRIT. T.C. REFER TO SEPARATE A67CE-1-98 / F5C2001 B.C. ENGINEERING DWG.S STR. INC.: 33% WEBS REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. Gam" n tic At►.a'�' WEB SIZE I 1 1 2 1 2 1 1 2x4 I 2x4 2x4 12x4 I 2x4 1 2x8 12x812x8I2x812x81 s QP,.P�\FICgT OG :7 �tU NO.19554 grpTEOF �c b 30 31Fl1S -:mod V9961'ON y O a0 '����,•5,,`S% .... 'd \DO`�� NEIVNVH WHiW NOSdWIS 1�g1�V O'O „i7Z = 9NIOVds 01 0 W01109 51 OE clot C7 l (dsd) 9waVo-1 ON: 99ANIG *claN s93(11 0.6EE ' -ONI *Nis 9L:; CI VNI�:I33N19N3 -:99 l00ZO9d / 86-L3O9V 21VNVd39 O1 NAdB 1 -O.1 'i1N0 46-Idi N39WfYl dO 34'vz!iv WCIWINIW s WN(3 r)NIN33NIL7N3 31"Vd3s Ol NA=iaN si=inci l D 'gNoupv2N 's31V'ld NO3 '4V0'l 4NIM HdW mtrl NOd 43>I03HO N339 sVH NVI934 91HI ' MON 9(3NOHO W01109 4NV' � d01 d0 CN3 3H1 IV 9t Y 1110 -laAaG a-iGn04 NV-.ld 1N3W30V-ld lVUNVd 0 >IOVr N3NJ00 s>I:DVr NOWWOO 8 s>IOVr CIN3 lVOId 11 I I I� s�IVN-301 P91-V •• s>IOVr CIN3 S'1IVN-301 P91-Z + >IOVr ZI3N�00 s"11VN-301 p91-£ h 5TARDARD ROOF VALLEY DETAIL SUPPORTING TRUSSES SEE NOTE (a) STRAP im 48" O.C. SEE NOTE (c) --v,- NOTES : SUPPORTING TRUSSES A 24' O.C. MAX. (a) PROVIDE CONTINUOUS BRACING ON VERTICALS OVER V-3". CONNECT BRACING TO VETICALS 'ALLEY VALLEY W/2-8d NAILS AND BRACING MUST BE TIED RjSSES AREA TO A FIXED POINT AT EACH END. (b) MAX. SPACING FOR VERTICAL STUDS = 6-0-- ON TRUSSES WITH SPANS OVER 24'-0" THE VERTICAL SHOULD BE SPACED AT Fi'-O" O.C. MAX. (c) CONN. FOR WIND UPLIFT W/MINA 1/4", 16 GAUGE TWIST STRAP a 4'-0" INTERVALS PARTIAL PLACEMENT PLAN W/4-I0d NAILS EACH SIDE OF STRAP. MAX. 140 MPH WIND SPEED, 20'-0" MAX WALL HEIGHT. SUPPORTING TRUSS VALLEY TRUSSES o 24" O.C. MAX. 6" WEDGE NAILED TO TRUSS W/2-8d TOE NAILS OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER TPI-95 GRIT. T.C. REFER TO SEPARATE ASCEI-98 / F5C2001 5.C' ENGINEERING DUGS STR. INC.: 339. WEBS REP. STRESS : NO LOADING (PSF) ,drapan L D Tcv TOP 30 15 BOTTOM 0 10 AtLarvt�a SPACING = 24" O.C. NOTE : PLYWOOD SHEATHING MAY BE EXTENDED BELOW VALLEY TRUSSES. PROVIDE OPENING FOR STRAPS TO CONNECT TO TRUSSES BELOW. ""'4,i �'�'s V�Q, 9007 . NO.19554 STATE OF i :2pR1I ell' 1E 1;G� Foil � 1 IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST: VALUE OF THE FOLLOWING: A) PER SECTION ' 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM-D176, B) PER SECTION 1707.3.1.3 OF THE CODE. THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT'WITH RESPECT TO THE HEADER EQUALS X* DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM-D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR' THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF G60. 3. FA?TENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 4. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR WIND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. MODEL NO. MATERIAL ASTM SPEC Fy Fu LUS 18 go A653FS 28 38 14 O A653C5 28 38 4 o A653CS 28 38 A6535S Gr4012 b o A653S5 Cr4o 416 o A653FS 28 38 14 0 . A653CS 26 38 16 o A65l56 6 40ip 42 56 THA 18.16.14 qq A653F5 28 38 MCKINNEY, TX 75069 IB: or C a........TAll loll ICU 011mR11 :.. JLLVYb l�G CS'kCCTLT5 LUs tins MODEL ALICE DIMENSIONS W I H 8 ' FASTENERS'. HEADER JOIST IALLOWASLE LOADS I UPLIFT I DOWN LUS24 18 1 9 16 3 1 8 1 3 4 4-I0d 2-10d 640 LUS24-2 18 3 1 8- 3 1-84 2" 4-16d 2-76d -1 765 LUS26 i8 9 16 4 3 4' 1 3 4 4-10d 4-10d 930 8J0 LU 2 -2 18 3 1 -- 4 7 8" 2" 4-16d 4-16d 1140 1000 LUS26-3, 18 4 5 4 1 8" '2' 4-16d 4-16d 1140 1000 LUS28 18 1 9 16" 6 5 8" 1 3 4 6-I0d T-10d 930 1055 LUS28-2 18 3 1 8" 7 2" - 6-I6d 4-16d 1140 1265 LU928-3 18 4' S 8" 6 1 4 2" 6-16d 4-16d 1140 1265 LUS210 18 1 9 16" 7 13 16 1 3 4 8-1 4-10d. 930 1275 LUS210-2 18 3 1' 8' 9" 2' 8-I 6-16d 1 1665 1765 LUS210- 18 4 5 8" 8 31164 2' 8-16dK-I 1665 1765 LUS214-2 18 3 1 8 10 15 16 2" 10-IBd 1710 2030 LUS38 18 2 9 16" 5 1 4" 2' 4-16d 1140 1000 LUS310 I8 2 9 16" 7 14- 2" 6-I6d 1 40 1265 LUS44 IS 33". 2" 4-16d - 765LUS46 18 16 4 J 4" . 2" 4-16d 1140. 1000 LUS48 I8 3 9 16 6 3 4 2" 6-I6d 1140 1265 LUS410 18 3 9 16 8 3 4 2" 8-16d 1665 1765 LUS414 18 3 9 16 103 4" 2" 10-16d 1665 2030 HUS26 16' 1 5 8" 15 1 8 3' 14-16d 6-16d 1215 2565 HUS26-2 14 3 1 8" 5 3 8" 2 4-I6d 4-16d 1080 100 HUS2 16 1 5 8 7 3 22-16d -16d 1800 HUS28-2 14 3 1 8 7 76 2 -1 d - f6d 1215 1505 HUS210 16 1 5 8" 9". 3 30-16d 10-16d 1765 US210-2 14. 3 1 8" 9 3 I6" 2" 8-16d 8-16d 2160 2010 HUS212-2 14 1 8 10 3 4 2 10- d 10-16 —4 2700 2510 HUS46 14 j 9 10 5" 2 4-i d --1 d 1080 1005 HUS46 14 3 9 16 6.15 16" 2 6-16d 6-16d 1215 1505 HUS410 14 3 9 16 8 15 16' 2". 8-16d 8-16d 2160. 2010 HU5412 14 3 9 16 10 1 2 2" 10-I6d 10-16 2700 2510 NOTES: 1. NAILS MUST BE DRIVEN AT AN ANGLE THROUGH THE JOIST OR TRUSS INTO THE HEADER TO ACHIEVE THE ALLOWABLE LOADS. HEADER JOIST DOUBLE SHEAR NAILING (REFER TO DETAIL A) LUS/HUS INSTALLATION HEADER HANGER- I (STRAIGHT) i JOIST NAILS J (ANGLED/DBL F SHEAR) D T___�AI _A (SEE NOTE 1 BELOW) Dote: ILA rx SI MPSON StrongTie s�•s LTHJA26 U.S. Parent 5,253,465 and other Patent Pending The LTHJA26 is the new lighter capacity version of the 'THJA26. The LTHJA26 is designed for, the common 8 foot hip girder setback Consult with truss engineer or refer to truss engineering for actual demand load information. MATERIAL: 18 gauge. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General. Notes. -.All multiple members most be fastened together to act as a single unit Typical • Should be attached to a double girder truss to allow LTHJA26 for code -required minimum nail penetration. Installation • With single 2x carrying members, use 10dxll/a' nails and use 0.67 of the table value. • For hip and jack combinations, distribute 75% of the total load to the hip member. • lOdxYh• nails must be installed into bottom of hip members through bottom ?TopVlow of hanger seat for table loads.OPTIONS: These hangers can not be modified.CODES: See page 8 for Code Listing Key Chart. Left Hand Hip Installation -1FL Top.View Right Hand Hip Installation 1.Uplift bads have been increased 331/6 and 60% for earthquake or wind loading 2.One 10dx134• nag must be Installed Into bottom. 3.For a 2-2x4 bottom chord, with no further in&ease allowed? reduce where other loads govern. of each hip member through bottom of hanger seal multiply the down load by 0.60. The versatile THJA26 can accommodate right or left hand hips, and' can be installed before or after the hip and jack Provides side flange support for the component with the heaviest load and can be used for some terminal hip conditions. MATERIAL: 14 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • All multiple. members must be fastened together to act as a single unit. Typical • Should be attached to a double girder truss to allow for THJA26 code -required minimum nail penetration. Installation • With single 2x carrying members, use 10dxll/i' nails and use of the table value.. • Distribute 75 % of the total load to the hip member. Powr OPTIONS, These hangers cannot be modified. CODES: See page 8 for Code Listing.. Top View Key Chart. Left Hand Hip Installation W'lTe NgflpNfl Potlir Top View Right Hand Hip Installation THJA26 U.S. Patent 5,253,465 wowioxi PoIM Top View Terminal. Hip without Center Common Jack f ZEN y l! {�A#c�YUs d`U`✓°�ry YI�xi`2,v�A�:zi { l 1614 L it e#f� `+£ :" Y 1 1 ��FM�� 111 11 11 1 Il Il 1{ 11 11 ®I ��MMMM�Mmm NMM l i l ®' ®' ®' rm' M 111 ill 1.16d sinkers (9 gat x 31W) may be substituted for the specified 3.For a 2-20 bottom chord, mukiply the down load by 0.50. 16d commons at 0.94 of the table load. 4. Uplift loads have been increased 33% and 60% for earthquake or wind loading 2.Combine hip and jack loads for total capacity (far terminal hip, with no further increase allowed; reduce where other loads govem. 110 add hip and jack loads then divide by two for each member). ' Job: IN I LHINI LLJ HILT TOP CHORD 2x9 SP #2 N BOT CHORD 2x4 SP K2 N 140 MPH WIND, 12.50 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP E, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. SEE OWG VALTRUSS1001 FOR VALLEY DETAILS. 3X4 5 p T r2 2X4 C011 T1 2X4 CO1) o Io 1 11'11"3 e 4. IF W=4' MORRIS A. SHASHOUA. P.E. �? 1908 NW 112 AVENUE MAR 0 2 2004 TAGTJIG5= 2'2" CORAL SPRINGS, FL33071 RIGHT JIG = 2'2" PLT. TYP.-WAVE TPI1995(STO1 1pIQS 1 3.1 TOTAL- 1 `WWVWVImwAINNT7"I,; REV. 6'.33.0716.23 SCALE-1.0000 --WflRNING-- TRUSSES REQUIRE E.M.M I NG MANGLINGj SNIPPING IN3,�J N ® F FiQSHOUq rc LL . 30.Opsf REF AND BRACING. REFER TO HIB-91 CHRNOLING INSTALLING AND ARACINGI PUBLISHEO AY IDS S• R� , PLATE INSTITUTE, 583 D'ONOFRID OR. SUITE 200 MflDISON, WI. 937I91 FOR SAFETY [gifl 69 'P.. TC OL 15.Opsf GATE 09-09-2003 PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INOICATEO TOP CHORDS L 1' ,� %• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY R RSG7 Gdm' h CEILING. • IMPORTANT,- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C 7 �•,•' ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION TH L BC OL 1 0.0pS f ORWG ..0 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC I �g554 9C LL 0. Opsf IMJ HANDLING, SHIPPING, INSTALLING AM BRACING OF TRUSSES. DESIGN CONFORMS WI$$ (eICR PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN F6REST ?lNO C F PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM F1653 Gfl4 GflLV� ST A•r`O [- Z TOT. LO. SS.O Sf Q/A LEN. 4 MYe: (aX1 AT3iL1 1.-��(asa).aNmn THISPOESIGNOTPOSITIONLCOCONNECTORS NECTORS PER DRAWINGSC L600FATZ. TRUSS THIS ORflVI�L000.IEflT F- (f�` '- ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO $. OUR.FAC. 1.33 DESIGN SHOWN. THE SUITABILITYANDS AND USE OF THIS COMPONENT FOR ANY PARSICULflRSPACIgrTr NG 24.0" TYPE va • L_ n..�e� _. Job: LHILHNI I(:1 HILHNI IC - TOP CHORD.2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N :Lt Noller SP Ripped: Rv--206# 1- 2' Rv-515 Rv--20# U-180# 2.0"9 Atla'�'''� TPI1995CSTD) MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL33071 (954)753.1wpv_ _C NEGATIVE REACTIONS) OF -205# MAX. (SEE BELOW) FROM R NON -WINO LORD CASE REQUIRES UPLIFT CONNECTION. L40 MPH WINO, 9.64 FT MEAN HGT, RSCE 7-99 CLOSED SLOG LOCATED ANYWHERE IN ROOF, CRT II, EXP C, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF. NAILED NAILED TOTAL- 8 3'11"7 3'4" M- u 2 2004 RIGHT JIG - 3'0"wil'I', ,Ul. 1444; REV. 9.33.0716.23 SCALE -1300i �Es } tCASL 1rSo �t�cA i�'•., NOAR %gSHOUA, FI(,qT,. �� •' ? 1955QG N� w- FL �,'.>f4 5t TC ILL 30.Opsf TC OIL 1S.OpSP 8C OIL 10.ORSF BC LL 0.OpsF TOT.LD. SS.O SF REF , DATE 09-09 ORWG IMJ O/R LEN. 1 DUR.FRC. 1.33 SPACING 24.0" TYPE lack Job:1HILHNIIL:1 HILHNTIC - TOP CHORD-2x4 SP #2 N BOT CHORD 2x4 SP 42 N :Lt Noller SP Ripped: 140 MPH.WIND, 10.06 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 4.50I FT FROM ROOF EDGE, CRT II, EXP 6, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. Rv-61# U-180# 3' L 2 Rv-431 U-434# W-8" 31 Rv-16# U 180# NAILED 11 �10'9"7 N V 4- NA I LEO MORRIS A. SHASHOUA, P.E. LEFT RAKE = 2' 0 "9 1908 NW 112 AVENUE MAR � '-(, 2U�4 LEFT JIG = 3'5"13 CORAL SPRINGS, FL33071 ITI RIGHT JIG 5'0"2 PLT. (954)753.1 SCALE TYP1-WAVE TPI1995CSTD) TOTAL- 8 `W`W�1T1s„illJl/J/77i REV. 6.33.0716.23 -130000 flN0 BRACING. REFER TO HIB-91 CHANDLING INSTALLING AND 6RRCINGI(fSUBLISHEO�Y NG -VflAN ING-- TRUSSES REQUIRE E%TREn l NG SHIPPING I!gs NORR1 Si9�SH0UR, TG LL 30.Opsf REF PLATE INSTILUTE, 583 O'ONOFRIO DR. SUITE 200 MAOISON, WI. 837191 FOR SAFETY S 70 PERFORntNC TNESE FUNCTION. UNLESS bTHERVI9E INDICATED TGP CHORD S FIG`^ '.PRIOR 'l�••• TC DL 15.0 Sf DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE II PROPERLY APCEILING. DRWG --INPORTANT-- FURNISH A COPY OF 'THIS DESIGN TO THE INSTALLATION C L BC DL 10.0�]Sf ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION SR DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICfQI1M1���� V $ — ar BC LL 0.Opsf INJ p HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WI fSTP�ICRBL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN IREST•flN0 PRPER A950CIRTIONI AND TPI. flLP[iVE CONNECTORS ARE MADE OF 20Gfl flSTM A653 GR GALV.. S EXCEPT fly NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERW LOC TEO THIS DESIGN POSITION CONNECTORS PER CRAVINGS A-Z. THE Ste L ON THIS DRAW {CA �g55 �- CC t I�'�e- O = P TDT.LD. 55.0 Sf 0/A LEN. 3 rtiw:(asol -ns-aaso ra:(vssl --t-¢n - 1.33 180 ACCEPTANCE bFcPROFESSIONAL ENGINEE0.INC^AESPONSIBiLITY SOLELY FOfl^THE TRUSS CO Y•, FL Qv-+.. ouR.FRC. SPACING 24.0" rraF iock ' OEES1. IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PflRTICULAfV B l • Sl ni .I TOP CHORO-2x4 SP #2 N SOT CHORD 2x4 SP 1;2 N :Lt Nailer SP Ripped: m n N T 6'3 -64 H I LMN I IU I MUbb Urr ILL / CO THIS' DWG- PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 MPH WIND, 10.48 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4. FT FROM ROOF EDGE, CRT II, E%P 6, WIND TCOL-5.0 PSF, WINO SCDL-5.0 PSF. Rv=172# U=181# NAILEC M n Y m J. 5' �` .. 2 Rv-510# U-446# W-8" 5 Rv-47# U 180# NAILED T RAKE = 2'0"9 T JIT13 5'7"10 TYP.-WAVE ���e Ge"n n Atle.'Id'it T �nene:lesalW2 n MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL 33071 TP I 1995 (STD) r (954) 753.1' ffi(m"�a ne ioGFn MAR 0 2 2004 .4- RIGHTSJIG= REV. 6.33.0716.23 SCALE TC LL . 30.0PsF REF " ITI;y i9554 LLU F ,Q51 TC DL 15.OPsF BC OIL lO.OPsF BC LL 0.OPsF TOT.Lo. 55.0 SF DATE 09-09-2003 DRWG ' IMJ O/A LEN. 5 OUR.FAC. 1.33 SPACING 24.0" TYPEjock TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 9P #3 :Lt N.Iler SP Ripped: 1'5"10 140 MPH .WIND, 10.89 FT MERN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-S.0 PSF, WIND SCOL-5.0 PSF. 5' 6 "6 Rv-239# U-221# NAILED Tt N -y m N S [--.2.8"13 T 4'3-3 - F Rv=6207# -485# W-8" 7 Rv-103# U 180# NAILED MORRIS A. SHASHOUA, P.E. LEFT RAKE = 2'O"9 1908NW112AVENUE LEFT _JIG Iz 7'9"9 CORAL SPRINGS. FL33071 TAG (954)753.198E PLT. TYP. -WAVE TPI 1995 (STD) .x,L>el yaa�ai TOTAL- 8 -,�e Cdrry n Atlxj't'c ST" clmo: (sxlas�vio sm ('ns�)�m-ezn MAR. U 2 2004 �g5g4 P�EoF . �L2'S'7 RIGHT JIG = S1 G = REV. 6.33.0716.23 SCALE 9'0"1 23501 -0.5000 TC LL TC OL BC DL BC LL TOT.LD. .30.OpSF 15.0psF 10.OpsF 0.OpsF 55.0 SF REF DATE 09-09-2003 DRWG IMJ O/A LEN. 7 OUR.FAC. 1.33 SPACING 24.0" TYPE IQck TOP CHORD '2x4 SP R2 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP W3 :Lt Nnllen SP Rlppedt _-_...._..... ......" ..- ..- ------ .".._....."....... ..._.....--- ..... _ _... ". 140 MPH WINO, 11.31 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCOL-5.0 PSF, WINO BCOL-5.0 PSF. 4'7"5 4'4"11 RV=164# U=180# (O o in r Rv-/10# �533# W-8" 91 Rv-296# U12 NAILED NAILED -13'3"7 MORRIS A. SHASHOUA, P.E. LEFT RAKE = 2' 0 "9 1908 NW 112 AVENUE MAR 2 2004 LEFT JIG = 9'11"8 CORAL SPRINGS, FL33071 RIGHT JIG = 11'0"1 PLT_ TYP11WAVE TPI19" T0) (hip'; 13-19 1 TOTAL- 7 ```��WYYI,,,t0EI[I.'N REV. 6.33.0716.23 SCALE-0.5000 --WflRN ING*� TRUSSES REQUIRE EXTREH N ABRICRT ING HNNOLING SHIPPING 1N I 9�SHOUR TC LL 30 . OPS f REF AND BRACING. REFER TO HIB-9I (HANDLING INSTALLING AND GRACING) �ALISHEO AY - L f' i - PLATE INSTITUTE, 5S3 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY 4R E I\/.q ili c/ i c n PRIOR TO PERFORMING THESE FUNCTION. UNLESS ATHERVISE INDICATED TOP CHORD Sid 9 � TC OIL 15-()p ST DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RQI 0. I � '.. (- R CEILING.--IMPORTP.NT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION (�Nl BC OIL 1 0 - OITS r DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRT[ON R 4 - R DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRI I ♦ 55 0 • O S P I MJ 0TO HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. RESIGN CONFORMS VI ICA � 1� ` [� t BC LL p 'M1 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE flMERICAN REST.ANO C r II11,, C p1Ld PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20CR ASTH AGES OR GRLV ST P�GO W TOT.LD. .t5 • 0 SF 0/A LEN. 9 vNa,a: swl+9i-nio rm: asp avo- EXCEPT AS NOTED. flPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWIIr�_ LOCAIEO1. ( ( ) e� THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A-Z. THE S AL ON THIS ORAW WA CI ,�Ao DUR.FAC. 1.33 ACCEPTANCE SF PROFESSEONFlL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C019f1. •• } '-'• • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BU 111L1Y[Oyl]jj7WWI 51 SPRCTIAG 24.0 TYPE• lack fS HRESPONSIBILITYO US NE P P 0 2 JUo. LnI LmllI L1 j nILnnI I TOP CHORD 2x6 SP 2400E-2.OE SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 i 4'7"S U]LW UWb. MtrMtU UT INt HLVINt JUN Ut61UNGN VKUUNNn FHUn IHUN� MN'9 LHTOUT 140 MPH WIND, 10. 88 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EOGE, CRT III EXP 6, WINO TCOL-5.0 PSFI WIND BCOL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 4'4"11 —� Rv-204# U-201# NAILE❑ itm S r O �• Rv-974# U 873# W-8" 9 Rv-179# U-191# NAILED RAGE=9'11"81 T97 LW''L n ptLa�° Vlva: (9'A I991-3i111 ix (95�)�91-�f) MORRIS A. SHASHOUA, P.E. 1908 NVJ 112 AVENUE CORAL SPRINGS, FL33071 MAR (954)753.19p8.. 13'3-7 TC LL TC OL BC OIL BC LL RIGHT JIG 13'0"10 ccn = 5gava 15.Opsf I DATE 09- 10.0psf 1DRWG 0.OpsF' IMJ 55.010Sf O/A LEN. 9 1 ISPRCING 24.0" Job: LNILMNI 1L:1 HILMIINI TOP CHORD-2x4 SP #2 Dense SOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 :Lt Nailer SP Ripped: 140 MPH.WINO, 11.73 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CRT II, EXP C, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WINO PRESSURE. j— 57"5 i5'3"11 -� it Ina 1n1 11. I 10'11" n �Us2c0 Rv 8 5&' U 585# W-8" 11Rv-574# U-465# MORRIS A. SHASHOUA, P.E. {� LEFT RAKE = 2' 0 "9 1908 NW 112 AVENUE IYI R 2 2004 LEFT JIG = 12'1"8 CORAL SPRINGS, FL33071 RIGHT JIG = 13'0"1 PLT.-TYP16WAVE TPI1995CST0) (954)753.19 TOTAL- 30 %\%%\%%I II,I,IIi/YY�IJA_�'V/�'� REV. 6.33.0716.23 SCALE-0.3750 •.WARNING** TRUSSES REOUIRE EXTAE '[ 8 [ HANDLING SHIPPING IN I PoI ory�SHOUA, TC LL 30.0p SIP REF AND GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ARACINGJ ADBLISHEO AY SS [Y ` PLAT INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 HflOISONr WI. 537191 FOR SAFETY (� ¢/ PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 1lTHERVISE INDICATED LOP CHORD v q j: •:•.� TC OL 15.0PSF DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY P ((� CO'm $ CEILING. • IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION Mf '• L BC OL 1 0 . 0pS F ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION R TH1[JH Te DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICEa III gFj54 BC LL 0. 0 S F IMJ 1Ld 0 HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS VI'�p1� F6Fi ICR 1 p PROVISIONS OF NOS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST•RNO a PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM fl853 GR GALL. S I�•��QF i1J; TOT.LO. 55.0 sF 0/A LEN. 11 v�°1 I954]9a1-xfw vm tysI)�sI-s=n THISPDESIGNOTPOSITIONLCONNEC ORSAPERODRAWINGSC 160FATZ. THENkALNONSTHIS DRAWm GSE LO DI[CCDA A '• ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C0 P. F-I�� G �i2 OUR.FRC. 1.33 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR B (1j��jgQ251 SPACING 24.0 TYPE e QCk RESPONSIBILITYIS TLE u s ob:(ATLANTIC) ATLANTIC - ATLANTIC TRUSS OFFICE / C11 TOP CHORD 2x6 SP M-14 BOT CHORD 2x6 SP 2400E-2.OE WEBS 2x4 SP #3 ***LOADING ON THIS -TRUSS CALCULATED BY JOB -DESIGNER*** --(LUMBER OUR.FAC.-1.33 / PLATE DUR.FRC.-1.33) 140 MPH WIND, 15.00 FT MEAN HGT RSCE 7-98, CLOSED SLOG LOCATED ANYWHERE IN TC - From 90 PLF at -2.83 to - 90 PLF at 15.56 ROOF, CRT II, EXP C. WINO TCOL-6.0 PSF, WINO BCOL-5.0 AF. SC - From 4 PLF at -2.83 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF of 15:56 (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. TC - -412 LB Cana. Load at 1.S4 TC - 123 LB Cana. Load at 4.37 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. TC - 343 LB Conc. Load at 7.20 TC - 478 LB Conc. Load at 10.02 TC - 327 LB-Conc. Load at 12.85 BC - -40 LB Conc. Load at 1.54 ' BC - 32 LS Conc. Loud at 4.37 BC - 95 LB Cono. Load at 7.20 BC - 206 LB Cono. Load at LO.02 -412# 343tt 327#BC - 591 LB Conc. Load at 12.85 (�90 _}_2'9"1 23� 2'9"15 2'91�781) 2'91.15 +� VERTICAL NOT EXPOSED TO WINO PRESSURE. I 15'6"11 _I -- 5'4"14 +- 5'0"15 -+ 4'9"15 2X8 T2 , T 3.54 p 4X6 W4 4X6 ' ? 2X8 2 (A) o T1 W3 W1 N 2X8 CAI) i B1JX4 SXI2 CR] 2'9"1 Rv-1509# RAKE = 16'4„62 Tin Gam` " ptlap'o Vlvtl: (4X)i91-D10 iS.(4H)494g 5 j� 15'6"11 -I 7'll"5 T 7'4"6-fj 15'6"11 -I L� 2.9"15 1 2.9"15 2.9"Is 1 2.9"15 2'8"7 1 ~-40# 32 SS# 206 5919 U-1705# W-11"5 Rv-2205# U-1780# MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL33071 TAL- u u' 2004 1g55A PZs 0f rum RIGHT SJI =- EO 6.33.0716.23 SCALE LL 30.Opsf I REF OL 15.OpsF DATE GL 10.0psf I ORWG Lt_ 0.0psF' :Ac. 1.33 ING 24.0" TYPE 2351811 10 -0.2S00 09-09-2003 IMJ 150611 Job: CH I LHN I IL.J HILHNI IL - HILHNI IL: IHU55 UHM 1L TOP CHORD-2x4 SP #2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 63 :Lt Stubbed Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: ( IHI`v'UWU. VKLFHKtU OT IHL HLrarve JUo ucJlu,ycn r 140 MPH.WINO, 11.38 FT MERN HGT RSCE 7-98, CLOSED B FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, DEFLECTION MEETS L/360 LIVE FIND L/240 TOTAL LORD. 6'8" �3'14 3'4" — 3.4" 3- m NSX6(G. m 7i Rv-733# -426# W-8" 6 8 81, 8 Rv-733# U-426 W-8" __v' 4" MORRIS A. SHASHOUA, P.E. G 2��4 1908 NW 112 AVENUE " LEFT JIG = 7'6" CORAL SPRINGS, FL33071 RIGHT JIG = 2357'66 2 TAG = T4 (954)753.19 Wpv•)blilq SED = 2356 PLT. TYP.-WAVE TPI1995CST0]NAS; TOTAL- 2 \\�� %Yh REV. 6.33.0716.23 SCALE-0.5000 I MA +• WAR NING« TRUSSES REQUIRE E%TREM '[ B I NOLING SHIPPING IN� LIRL FtORR, •iSHOUA, TC LL 3O . OpSF REF flN0 BRACING. REFER TO HIB-31 CHRNOLING INSTALLING AND RACING) �UBLISHED (�Y Qji(7�S PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY 1'• ICI PRIOR TO PERFORMING THESE FUNCTION. UNLESS BTHERVISE INDICATE O TOP CHGRD R4 AT •••.y i TC DL 15 • OPsF GATE � 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY P BC DL DTN h CEILING. •*IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION ? '• 1 O . O SF DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION R �c c P ,,,,y DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITN TPI: OR FMSRIC(3I •55a •� �= BC LL O • OpsF IMJ 1' HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WI Li bLI1 s� A1L 111''D PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN REST•AND �r Or' w' TOT.LD. SS.O SF 0/A LEN. 130400 PAPER ASSDCIRTION) AND TAT. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GRID GALS. S G Ptv,e: (ssa)avrvso ra: (ssa)aao-am EXCEPT R4 N(ITED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCOTED P ,• THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SAL ON THIS ORRWIIyyG D[[CA F OUR .FRC. 1 . 33 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CG T•. _FLV)N• DESIGN SHOVN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR B (��+yq Sl SPACING 24.0" TYPE SC t'S ESPN Y OF THE BUILDINGOESjGNEg, PER Am9 TPT I-IqqS SECTION / •• Job:(HILHNI IL:J HILHNIIC - HILHNI IL; TOP CHORD 2x4 SP #2 N SOT CHORD 2x6 SP M-14 :82, 83 2x4 SP #2 N: WEBS 2x4 SP #3 7' 7' m n2X4 (A. m THIS OWG• PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 MPH WIND, 11.31 FT MEAN HOT RSCE 7-98 CLOSED SLOG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL-�.O PSF, WIAD SCDL-5.0 PiF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 7' 7' __v' 4' Rv-770# U-4504J=4" 6 l 6 Rv-770# U1436 W-4" MORRIS A. SHASHOUA• P.E. 2�U4 1908 NW 112 AVENUE 4 LEFT JIG 7'9"9 CORAL SPRINGS. FL33071 MA RIGHT JIG = 7'9"9 TAG PLT. TYP.-WAVE TPI1995(STO) (954)753.1 TOTAL— 1 \\NNaa„•L,IY/I///i REV. G.33.0716-23 SCALE 03S000 "UHRNING•s TRUSSES REDUIRE EXTREM [ R G HMNOLING SHIPPING .1N5 I flN0 BRflCING. REFER TO HIB-9L (HANDLING INSTALLING flN0 ARRCWGI, t''UBLIBHEO (�Y T ( B• C1RRI SrSHOUA, TC LL 30.Opsf REF PLATE INSTITUTE, 583 O'ONOFRID OR. BDI TE 200 MADISON, WI. 537191 FOR SRFETY 65 PPRIOR TO ROPERLY ATTACHEDSTRUCTURALFUNCTIONL PNUNLESS 6THERWISM CHORD SHRNDICATEOII RRGPERCHORD LY flS �ICA�'QP••9 �� TC OL 15.OpSf ORTE 09-09-2003 G n CEILING. .*IMPORTANTI- FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION C TC•�� •• BC OL 1 0 - 0 Sf ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR flNY DEVIgLION TA iS �_ p. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC I V g55� BC LL 0 • 0 Sf I MJ HANDLING SHIPPING, INSTALLING fW0 BRACING Of TRUSSES. DESIGN CONFORMS VImm hICA •' F : ' $ p Ld•O PROVISIOAS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN F6REST AND '•1.'�1.�, At PAPER ASSOCIATION) AND TPI- ALPINE CONNECTORS ARE MADE OF 20SR RSTM S653 OR4GORLVV•. ST 'C�O W TOT.LD. S.5 0 Sf D/R LEE. 14 GNie: (ss,I aaa-gym rm; rysal •sn-®a THISHOESIGNDTP091TIONLCONNECTORSHPER DRAWINGSCL60Ffl-ZUSTHENS&LNONSTHISHORBVI=LOCA�R P F �..$}. W OOR.FAC. 1 . 33 '• ACCEPTANCE lSF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM80 `Q}*N DESIGN THE SHSWN.S THE SU[iOfleILITY AND UF THE GEDOF THIS COMPONESIGNER, PER ENT FOR ANY PARTICULAR BUlfr�7 M1- ` 51 SPACING 24.0" TYPE SC I S L-..x.To . -.\\ Ib: (flTLflNT1CJ flILMNI IC - HI LFiNI1L Irtwn urr 1L.0 i ��. -- ---- ---- — --- 'OP CHORD 2x4 SP #2 N 140 MPH WIND, 10.89 FT MEAN HGT RSCE 7-98, CLOSED SLOG LOCATED ANYWHERE IN IOT CHORD 2x6 SP M-14 :82, 83 2x4 SP #2 N: ROOF, CAT II, EXP C, WIND TCOL-6.0 PSF, WIND BCOL-5.0 PF. WEBS 2x4 SP #3 ALL PLATES ARE 2X4 EXCEPT AS NOTED. . Lt Noller SP Rlpped:=Rt Noller SP Ripped: , GABLE END SUPPORTS S" MAX RAKE OVERHANG. �^----7 --`j- �_ 3 2— 4 T 4X4 C m 5 T1 C N 7 - -- '----{ --1 3 - --� m 3X4 L C 2X4,(R1) 1'3- 83 2X4 (A1) s a 3X4 B2 l 3X4 i C6 a 2.5 4X6(R) 4XG(R) 4X6(R) 12 14' —2 ^2 — —4' 2 T� 2 636it W-1' 6 + 6 Rv-949# -636# W-l� MORRIS A. SHASHOUA, P.E, aRi G 200p LEFT RAKE = 2'0"9 1908NW112AVENUE � Y RIGHT RAKE = 2'0' TACT=JIT7= 7'9"9 CORAL SPRINGS, FL33071 IYIR RIGHT JIG = 7'9"9 Ti,,;(,IjJ/ SEO 23556 PET. TYP•-WAVE TPI1995(STD) (954)753.1 TOTAL- 1 ����YT ////iG_ REV. 6'.33.071G.23 SCALE-0.3750 ++WflRNING++ TRUSSES REQUIRE EXTREH ffiR N HANDLING SHIPPING 1N51]l N •ryo I rpSHOUR, TC LL . 30.0 Sf REF AND BRACING. REFER TO HIB-81 MRNOLING INSTALLING RN6 6RRD ING7 �DBLISHED �Y TQ� S• �� p PLATE INSTITUTE, 582 O'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 FOR SAFETY H S ��`q •p PRIOR i0 PERFORMING THESE FUNCTION. UNLESS bTHERVISE INDICATED TOP CHORD S �•'•�•9 L TC OL IS. DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPEALY A �'R' BC OL G n CEILING. ++IMPDRTRNT++ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C T 7V$•./ = 1 • OpSf pRWG „q ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION NWV JF' DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBfl[C g55`� 6C LL 0 . Ops f I MJ HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WIT�9�pE UICAB • 1 G [� AtLa'"L''� PAPER ASSOCOF IATION) (NATIONAL REPINE CONNECT3P9IRREON PMAOESOF020 A AASTIAiMH653AGR46 GALV� STE A`Or L:�:� TOT.LD• 55.0 Sf 0/A LEN. 14 Iysal w,-aano �:(a+a)�sn-ezn E%CEPT RS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRU59 AND UNLESS OTHERWISC LOCflTEO OUR.FAC. 1 .33 THIS DESIGN POSITION CONNECTORS PER DRAW [NOS 160 fl-Z. TIE St�AL ON THIS ORAYII$ ICAT p ACCEPTANCE bF PROFESSIONAL ENGINEERING PESPONSIBILITY SOLELY FO0. THE TRUSS COMgO >�` �lSL SPACING 24.0" TYPE C461 nce my SwnvN. THE SUITABILITY AND USE OF THIS CONPONENT FOR . PRRTICU--- BUKA •: •. , lob: LN I 1_I'714 I LL) NILNNIIL: - HI LIIN ILL IHUti7 TOP CHORD 2x6 SP M-14 :T2 T3 2x6 SP 2400E-2.OE: BOT CHORD 2x6 SP 240OF-2.6E WEBS 2x4 SP #3 SPECIAL LORDS --(LUMBER OUR.FAC.-1.33 / PLATE OUR.FAC.-1.33) TC - From 90 PLF at -2.00 to 90 PLF at 52.00 BC - From 4 PLF at -2.00 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 50.00 BC - From 4 PLF at 50.00 to 4 PLF of 52.00 BC - 2778 LB Conc. Load at 11.00, 39.00 -BC - 574 LB Cono. Load at 13.06, 15.06, 17.06, 19.06, 21.06 23.06, 24.94, 26.94, 28.94, 30.94, 32.94, 34.94, 36.94 CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND O.S1" DUE TO DEAD LORD AT X - 28-0-0. 12 5 p m T1 GX6 �"3 3 Complete Trusses Required NAILING SCHEDULE: (0.120x3.0_9solls) TOP CHORD: 1 ROW 0 12" o.o. 130T CHORD: 1 ROW 0 6" o.a. WEBS : 1 ROW 0 4" o.a. REPEAT NAILING AS'ERCHLAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** 140 MPH WINO, 15.00 FT MEAN HGT RSCE 7-98, CLOSED BLDG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WINO TCOL-LO PSF, WINO BCOL-5.0 PLF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. —28' 11' 9'2"13 9'4"9 US CB5R� N �J U 3X8 U. l 50, — II'. — — 9'4"9 9'2"13 9'4'IS 11' 50, N 1 1 1 1 I m 1 1 1 1 I 1 N 11 ' I 1 Rv-9437# U-6586# W-8" LEFT RAKE = 1'11"11 TAG T=JIG T17 12 1 8 PLT. TYP.-WAVE ptta"tw FN :(9M)wi 10 1a(u4)IWI¢ TPI1995CST01 574#-''-574#-' "574#""574#-''"574#"""574#"""2778# Rv-9435# MORRIS A. SHASHOUA, P.E. MAR 1908 NW 112 AVENUE fY1RI( U 2 2004 CORAL SPRINGS, FL 33071 753-1.�Pffe, ,PLIES- 3 T0TW&'1n'-,-I 19554 CL _ P(E0 LUZ U-6585# W-8" RIGHT RIGHT LL 3u.upsF OL 15.OpsF OL 10.0psF LL 0.OpsF .L0- 55.OosF E 1'1 = 12'1 "8"8 23547 E-0.1250 09-09-20C IMJ EN. 50 TOP CHORD 2x6 SP M-14 :T3 T4 2x6 SP 2400E-2.OE: SOT CHORD 2x6 SP 240OF-2.6E WEBS 2x4 SP #3 SPECIAL LORDS --(LUMBER OUR.FAC.-1.33 / PLATE OUR.FRC.-1.33) TC - From 90 PLF at -4.00 to 90 PLF at 52.00 SC - From 4 PLF at -4.00 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 50.00 SC - From 4 PLF at 50.00 to 4 PLF at 52.00 SC - 2778 LB Conc. Load at 11.00, 39.00 -BC - 574 LB Conc. Load at 13.06, 15.06, 17.06, 19.06, 21.06 23.06, 24.34, 26.94, 28.94, 30.94, 32.84, 34.94, 36.94 CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LORD AND 0.51" DUE TO DEAD LOAD AT X - 28-0-0. CT6k =3 3 Complete Trusses Required NAILING SCHEDULE: (0.1200.0-9sfolls) TOP CHORD: 1 ROW 0 12" o.o. , SOT CHORD: 1 ROW 0 6" o.c. WEBS : 1 ROW 0 4" o.o. REPEAT NAILING AS'ERCH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. *,*LOADING ON THIS TRUSS CALCULATED BY JOB-OESIGNERR-- 140 MPH WINO, 15.00 FT MEAN HGT RSCE 7-98, CLOSED BLDG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCOL-5.0 PSF, WINO BCDL-5.0 MF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 28' 11' 9'4"9 912"139'4"9— T3 vN cvc ovU T4 cvio =3 3 Complete Trusses Required NAILING SCHEDULE: (0.1200.0-9sfolls) TOP CHORD: 1 ROW 0 12" o.o. , SOT CHORD: 1 ROW 0 6" o.c. WEBS : 1 ROW 0 4" o.o. REPEAT NAILING AS'ERCH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. *,*LOADING ON THIS TRUSS CALCULATED BY JOB-OESIGNERR-- 140 MPH WINO, 15.00 FT MEAN HGT RSCE 7-98, CLOSED BLDG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCOL-5.0 PSF, WINO BCDL-5.0 MF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 28' 11' 9'4"9 912"139'4"9— T3 vN cvc ovU T4 cvio MAIMP-0 MOM 3X8 U M v 9.4"9 _I__.__ 9-2-13,�_9,4••9 I--4' _I- ��T� 50, �-� ii� 'i N 61 N �— 11 • -�O N-LN-LN�LN N� N 5 N�N N�N aa� 11 ' 2778p57�57�4+p�5744+#�57-4+N-57�574#5774 57 574p 574 574#574 j-y?S# Rv-9637# U-6710# W-8" 1� Rv-9423# U-6577# W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE 4'1"11 1908 NW 112 AVENUE `' (" 2QQ4 RIGHT RAKE = 1'11"11 LEFT JIG = 12'1"8 CORAL SPRINGS, FL33071 MAR RIGHT JIG = 12'1"8 PLT. TYP28WAVE TPI1995(STD) 1954)153.1 PLIES- 3 TO �1YII,,,{,II11tT10, REV. 6.33.0716.23 SCALE-036250 Corr.' >2 Atla' a �VARN3NC« TRUSSES REQUIRE EXTflEM- R N HANDLING SHIPPING INSZA N •ryBR AND BRACING. REFER TO HIB-81 (HAND ING INSTALLING AND GRACING) AUSLISHEO Ai' Tqg� $• PLATE INSTITUTE, 593 O'ONOFRIO OR. 4SUITE 200 MflOISON, WI. 537191 FOR SAFETY F]tPH 65 PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORDS� LL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATLkkQ�1177 Y14 CEILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CB7IT p(Ig,., ALPINE ENGIN5EAEO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION RRiio HII�`SS77 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICFMINI4�� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITTA� f$PLFCAB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE RMEflICflN FeAEST TWO PAPER fl990C[ATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20Gfl ASTM A653 GR46GflLV. ST EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWI36 LOCAxE0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SARL ON THIS DRAW 1� tCAT ACCEPTANCE (IF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO DESIGN SHOVN: •THE SUITABILITY AND USE "OF THIS COMPONENT FOR ANY "PARTICULAR 8 .'•, I - SHOUA, Fl� 'P. �� �� -y �'•, z G ♦ 55� • 19 (� 2 cG OF �` w� P �ZIF �` O t �51 rc LL 30.Opsf jD DL 1rJ.OpSf BC DL 10 • 0 Sf P. BC LL 0 , OpS f TDT.LD. 55.0 Sf REF DATE 09-09-2003 DRWG I MJ 0/8 LFN. 50 PN :(9.1avt-vw ,a<:(vs�)wi-� ' DUR .FRG. 1.33 '• SPACING 24.0" _ TYP.E h i ps ob:1ATLANTICI ATLANTIC - ATLANTIC TRUSS OFFICE / T1 TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240OP-2.OE: SOT CHORD 2x4 SP #I Dense WEBS 2x9 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC _F In Rv-3130# 40- 140 MPH WIND, 11.73 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.S0 FT FROM ROOF EDGE, CRT II, EXP 6, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LORD AND 0.14" DUE TO DEAD 'LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH A COPY OF•THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. �- 13' 24' 13, N �--�,--}-m--}-s•z"2��8' ��8' ��8' �-6'2"2+6'9"14---I. r�8'14---f--8-4"8.4"8-4".8.4- _8'4., W-8" Rv-2918# U-1 li e 12) n 11 W-8.. -,09'4" MORRIS A. SHASHOUA, P.E. LEFT RAKE - 4'1"11 1908 NW 112 AVENUE MAR � 2 2004 RIGHT RAKE - 1'11"11 TAGT JIT29 14'3"8 CORAL SPRINGS, FL33071 RIGHT JIG 14'3"8 PLT. TYP.-WAVE TPI1995(STD1 (954)753.1 TOTAL- 1 ```Y`1)I,„t,tNy//��// REV. 6'.33.0716.23 SCALE-236250 .;WARNING-- TRUSSES REDUIRE EXTREN U R NG HANOLING SHIPPING INS I I y $HOUfl, TC LL 30.OPsF REF 8N0 BRACING. REFER TO HIB-91 IHANOLING INSTALLING AND BRACING) AUELISHED �1f ( $ PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537I91 FOR SflFETY BS 'P.Ee c n PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CNORO S L AT••., .9 TC OL 15.Op Sf DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE b PROPERLY R D' Gam' R CEILING. ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C T 7f�� •' 80 OL 1 �• Q s F ORWG REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION RifS 4 • _ P ,r{J� DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC I V �g55 1 = BC LL • OpS F I MJ HRNOLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VI'I� 4IC ptLaT'�`O PROVISIOk OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICflN AREST /'{NO PAPER ASSOCIATION) flN0 iPI. ALPINE CONNECTORS flAE MADE OF 20GA ROTH fl653 GRi4 GALV.. ST I�'��- 0f '�y: TGT.LD. 55. Sf 0/R LEN. 50 Pam: 0.)ae,-�+o •�: l%+O aa,-ten EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWIS LOCATED P W THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE S�flL ON THIS ORAVIQG I�fl F OUR.FAC. 1 . 3 3 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO Q��py, DESIGN SHOWN.e THE SUITABILITY AND USE "OF THIS COMPONENT FOR ANY ePARTTCULRR B SA .'•, )G'.BW 51 SPACING 24.0" TYPE, hips Job:(ATLANTIC) ATLANTIC - ATLANTIC TRUSS OFFICE / T14 THIS-OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2xG-SP M-14 140 MPH WIND, 12.14 FT MEAN HGT ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN"6.50 SOT CHORD 2x4 SP #1 Dense FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCDL-5.0 PSF, WINO BCOL-5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO.DEAD IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" CC. LOAD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE DEFLECTION MEETS L/3GO LIVE AND L/240 TOTAL LOAD. MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. �— 13' 24' 13' -•� [--6.9"14--j--6.2"2--•1 8' —8' 8' —-6'2"2--+--6'9-114 . T3 T4 X8 12 6 T 5 p T2 TS T m - 7 W W W W Xg .. T1 W3 W5 W7 W9 T6 DO �] WI X8 (A2)�o �9 4X8 81 62 B3 B4 50' —B'4"•��8.4.'---+-8.4"---I_-8'4"—+I_-8'4"��9'4"�I Rv-2930# J-13 0# W-8" - 50I` !` Rv-2930# U--138 #H W-8" ... MORRIS A. SHASHOUA, P.E. LEFT RAKE = 1'11"11 1908NW112AVENUE }� �'�%,- 2004 RIGHT RAKE = 1'll"11 LEFT JIG = 14'3"8 CORAL SPRINGS, FL33071 1Y1� RIGHT JIG 14'.3"8 PLT. TYP18WAVE TPI1995(STO) (954)753.1 TOTAL- 1 `W`���TT,.,n. ,1,]I1TT�lf�e l. REV. 6.33.0716.23 SCALE-0.1250 •WARNING-• TRUSSES REOUIRE E%TREM CAi NG HANULING SHIPPING INS N ANO BRACING. REFER TO HIB-91 (BANOLING INSTALLING ANO BRACING] �UBLISHEO �Y T S.M P6, O F{,SHOUA, TC LL . 30.OpsP REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY {� p(I� E PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERVISE INDICATED TOP CHORD SI�1LL'SC7AVlw"\ ��w'.7 � TC OL 15.OpSP DATE - 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS FIND BOTTOM CHORD SHALL HAVE A PROPERLY flT$fi -RS(S (M1` GOT(° h. CEILING. -*IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C@1T BC OL 10 .O S rr+ DRWG _�g9 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION ER 11�a c4 " p. 'I`f" DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAil a HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITS L•ICAB 195 F = BC ILL 0.O ps P IMJ At16G PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FIiEST NO O PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AGES GA4 GflLV• ST P'(E w; TOT.LO. 55.0 sf O/A LEN. 50 THISPDESIGNOTPOSITIGNLCONNECTORSRPER CRAVINEACH GSCTBOFATZUSTHENMALNONSTHIS QRRWIOLGCAMAT DUR.FAC. 1.33 '• ACCEPTANCE EF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO �,�p,��T $• DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUI� �L,yy x• �51 SPACING 24.0" . TYPE hips IIS THE RESPONS BILITY OF THE BUILDING DESIGNER. PER RNST/TPr- 995 S C TOP CHORD.2x6 SP M-14 BOT CHORD 2x4 SP #1 Dense WE8S 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. fi 140 MPH WIND, 12.56 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN G. FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LORD AND 0.13" DUE TO OE LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE PILL FLAT TC 0 24' OC. WARNING: FURNISH A COPY OF- THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CF MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. i-15, -I- 20' i 15, I-- 7 - 9 "14 --+"7.2..2---1 10• -I- 10• i 7.2"2—L—_7.9,.14---{ 5 2 T2 6 T3 T4 8 TS T 7 W3 <F1WS (R] 6 O X6 �IT1 W7 T6 (O W1 W2 W9 4X8(R2)^ 4X8 11 B1 3X4 B2 83 , 5X6 B4 50, SPLICE BL SPLICE BL I_ 7'9%4+7'2"210, _I_ 10•--I--7.2"2­�-7-S"111 Rv-2930# 1-13 9# W-8" 50 Rv-2930# U-137 #� W-8" JIGE =16'51811 TYP19WAVE TPI1995CSTU) MORRIS A. SHASHOUA, P.E. �? (� 1908 NW 112 AVENUE IYIIV �(., 20�4 CORAL SPRINGS, FL 33071 In WtC - (954) 753•lec TOTAL- 1 .W��YIY ' dMiI14/q. IHPORTANT-._FUFNISH1'COPY OF T'KIS'CESIGN TO'THE INSThMRT1 N C g�� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIgTIDN O N1S DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICALII.� V 54 4 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WIT4_i�Pli[CRB �95 a1Lar PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN ST 'gO C OF PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GH ASTM ASS3 GR4 GPLV. ST /� G (ssal+ii-3+.a ram: (ss.J.9o-¢rr EXCEPT AS NOTEED.�rAPPLY CONNECTORS TO EACH FACEeOFeTRUSS�AND� UNLESS OTTHERWI$ LOCATED• -49.4- RIGHT RAKE_- RIGHT JIG SEO = REV. 6'.33.0716.23 SCALE 1:11-11 165"8 23475 -0.1250 TC LL TC OL BC OL BC LL TOT.LO. .30.OpsF' 15.OpsF' 10.OpsP 0.Opsf 55.0 sF REF GATE 09-09-2003 ORWG ' IMJ O/A LEN. 50 DUR.FRC. 1.33 - SPACING 24.0" TYPF. hIDs Job: (ATLANTIC) ATLANTIC - ATLANTIC TRUSS OFFICE / 113 TOP CHORD 2x6 SP M-14 :T1 2.6 SP 2400E-2.OE: SOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Black 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE. MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. T M73 140 MPH WIND, 12.14 FT MEAN HOT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WINO TCOL-5.0 PSF, WINO BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO.OERD LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. 20' 15' �- 7.2-2- -10'10' 7.2-2--}-7'9"14 �{ SPLICE BL SPLICE SL T 12)m 1 f----7.9.14----7'2"21�10 }-_7.2"2---{ 7'9"14 �{ Rv-3130# ' U-15 1# W-8" 50 Rv-2916# U-136 #� W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE = 4'1-11 1908 NW 112 AVENUE 2 2004 RIGHT RAKE = 1'11"11 LEFT JIG = 16'5"8 CORAL SPRINGS, FL33071 RIGHT JIG = 16'5"B PLT. TYP26WAVE T1I1995(ST01 (954)753.1 TOTAL- 1 ```Y�YIT.. itiiuTiYY��/ REV. 6.33.0716.23 SCALE-0.112250 *VARNING-* TflUSSE3 REOU IRE E%TREM N FABRICATING HANDLING SHIPPING INS TIi ry •HOAR[ SHOUA TC LL 30.OPsf REF AND BRACING. REFER TO HIB-91 CHANOLING INSTALLING flND RAG [NG) �DSLISHEO gY T5 ( $• i PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MflOISON, WI. 537191 FOR SAFETY P.GiS F�yq�p.�• �± .Ii., DL 15. opsr ORTE 09-09-2003 PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERVISE INDICATED TOP CHORD S!� '�(iR PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHALL HAVE A PROPERLY PT�R 'R'S •• DOYArt CEILING. --IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CdIT ,god BC OIL 1 0 • 0 S ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRT [ON O .�,C��j P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FPBR[CFSL �g554 BC �� o • DP S F IMJ O HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WIFF9�A bICABI{.�f G p1LdY PfiPE@ ASSOC[RTION] IMS OF NOS (NATIONAL ALPINE CONNECTORSIAREON PMApESOFD20GRBY TASTMHE Mfl653AGR46 GALV STE A, pof 1�,1� TOT.LD. 55.0 SF' O/R LEN- 50 VNa�e: Cssrl aaa-vm w.: (5%aI "no -max EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERVISC LOCATED P , THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRflVI� 2(:AT p �� OUR .FAC. 1 . 33 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO �j11;},%'• _ DESIGN SHOVN._ THE -SUITABILITY AND USE OF THIS COMPONENT FOR ANY PfiRTIWLRR B '•, (� S,N �51 ISPACING 24.. 0" TYPF • h I DS Job: CHI LHN 11L:1 HILHNIIC - HTLHNTIC 1HUS5 UFFICt / I1Z TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240OP-2.OE: SOT CHORD 2x4 SP 42 Dense :82, 83 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Alt Sp IIas Blook 2x4 SP #3: (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ❑EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. fi 140 MPH WIND, 12.56 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCOL-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS Q.LG" DUE TO LIVE LOAD AND 0.13" DUE TO. DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24'-OC. 17' ls' 17' �--� 8.2"2 — —8 8.2"28'9"14 r 62X4 T3 (8 12 T2 >UT'q57 W4 (A) W6 (R) W7XG2W (R) W5 TS cW SX6 W1 W3 W10 4X8(R2)� B1 SPLICE BL 82 83 SPLICE BL 84 ---8'9"149'2"2-8'----{--8'-8'2"28'9"14 N Rv-3130# r 4U-15 9# W-8" 50 Rv-2918# U-136 #� W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE 4' 1"11 1909NW 112AVENUE MAR � 2 2004 RIGHT RAKE - 1' ll"11 LEFTTAG JIG18 7 7 CORAL SPRINGS, FL33071 RIGHT JIG = 18'7"7 (954)753.1 SCALE PLT. TYT25WAVE TPI1995(ST01 TOTAL- 1 VYVT��/i REV. 6.33.0716.23 -0.11250 +•VAAN ING.- iftUSSE3 REOU IRE E%TflEM NG HBNOL INC SH[PP [NG INS'ijN N AND BRACING. REFER TO HIB-91 (HRNOLING INSTALLING AND RACING) �G9LISHEO �Y TqI $.ilO�egF A 148�BHDDR, TC LL , 30.OPsf REF , GATE 09-09-2003 PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON WI. 537191 FOR SAFETY ` PRIOR TO PERFOoAMING THESE FUNCTION. UNLESS 6THERWISE� INDIDgTED TOP CHORD S "\ �r.I((:� Tp. ,9 TC OL 15.OPsf PROPERLY ATTRCNED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE f; PAOPERLY R T2'i �', ORWG ' GD'm' h CEILING. --IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION T j[1�� BC OIL 1 0 . O PSF P. ALPINE ENGINEERED PRODUCTS: INC. SHALL NOT BE RESPONSIBLE FOR flNY OEV[RT [ON 0 HI.(C DESIGN: ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI: OR FABfl[C. V Q 0 0P s f INJ ptla T HANDLING: SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS Ylla IiICAB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FBAEST pCO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM ASS3 GR4G GALV, ST EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LGCATEO THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. IKE NRL ON THIS ORRW11 fOAT ACCEPTANCE (1F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO MPd DESIGN SHOWN.- THE-SU[TRBILITY RNO USE CF THIS COMPONENT FOR RNY PARTICCUI: R BUIfj) �g55 C �f 'I�Lu P Lt/� F�, �.Qy� W • K�q _ �C- I BC LL . TOT.LO. 55.0 Sf O/A LEN. 50 viva: (9s+)wo-xa9 F.:(9s4)49L-¢n ' OUR.FRc. 1.33 ,• SPACING 24.0" TYPES h I PS TOP CHORD 2x6 SP M-l4 SOT CHORD 2x4 SP #2 Dense :82, 83 2x4 SP 111 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Rv-2930# 140 MPH WIND, 12.98 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, E%P C, WINO TCOL-5.0 PSF, WINO SCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0..17- DUE TO LIVE LOAD AND 0.14" DUE TO. DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE -ALL FLAT TC 0 24" OC. WARNING: FURNISH R COPY OF -THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. i — 17' 16' 17' —{ —8'9-14 ^-I--8'2"2--fa-8' }�8' —+1 8.2-2 1 8.9-114 50• 8.2"2a• 8'---I--B-2-28'9%4--I L�_13 7# W-8" S0' Rv-2930# U-137 # LEFT RAKE I'll"11 TAGT-JIG T20 18'7"7 PLT. TYP_-WAVE cor" n ptta° MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE R 0 2 2U�4 CORAL SPRINGS, FL 33071 A (954)753.lRBA. _,.�,.. ..U11"•IfuTl�p.... fl T A2100 1 W-8.. RIGHT RIGHT ,S(WHOUA, TC LL . JU . UpsF TC 0L 15.0psP BC OL 10.0psF' o �g5; � x BC L(_ 0. OPSI` KEF W= TOT.LO. 55.Oosf -49'4" E 1'li"11 234597 E-0.1250 ING TOP CHORD 2x6 SP M-14 BOT CHORD 2x4 SP #2 Dense :B2, B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 140 MPH WIND, 13.39 FT MEAN HOT RSCE 7-99 CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCE-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0. 16- DUE TO LIVE LORD AND 0.13- DUE TO. DEAD LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE, ALL FLAT TC 0 24. OC. WARNING: FURNISH A COPY OF -THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. --- 19' i 12' -{- 19, �{ f--9 LI••5---{--9.0••L1 6G'----9.0"119.11••5—� T3 gl2X4 X8 2 T2 T4 m ;C7- 8 W WS W X8 (A] 6 N W4 W7 (A) 1 m W2 W8 T5 ='-3 4X8 4X8 B1 SPLICE BL 82 83 . SPLICE BL 84 L �-- 8'4- + 8.4 8-L4 + 8.4" — — 8.4" Rv-2930# U-I 5# W-8" 50 Rv-2930# U-137 #� W-8" = 1'L1"11 = 20'9"7 TPI1995CSTO) Can n ptLa�`0 cicre: (9snl wa-x.to ass: (ss.)�st-�.n MORRIS A. SHASHOUA, P.E. (� 1908 NW 112 AVENUE MAR tE 012 2QQ4 CORAL SPRINGS, FL 33071 Ili... -4�9'4- RIGHT RAKE = 1'11"11 RIGHT JIG = 20'9'7 SEC 23454 REV. 6.33.0716.23 SCALE-0.1250 TC LL .30.OpsP REF TC OL 15.OpSP DATE 09-09-2003 BC DL 10.0pS.F DRWG BC L1 0.OpsF IMJ TOT.LD. 55.0 sF O/A LEN. 50 OUR.FAC. 1.33 SPACING 24.0" rYPF hips lob:(RTLHNIIUJ HILHNIIC - HTLHNTIC 1RUSS UFFILL / Ill TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240OF-2.OE: BOT CHORD 2x4 SP #2 Dense :B2, E13 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2.4 SP #3: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE .'WARNING' NOTE BELOW. 140 MPH WIND, 12.S8 FT MEAN HGT RSCE 7-S8, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP 6, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16- DUE TO LIVE LORD AND 0.13- DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24' CC. 12' 19, 9j �- -�-9.0%1 6' 69'0"11 +-9'11--5—� z T3 X8 T 12 6) T2 T4 7 ro S p W W6 W7 8X8 n T1 DID(R) WS W8 (R) g 2 W3 W10 TS 4X8( fI 5X6 WL J� =3 B1 B2 SPLICE BL 83 SPLICE BL 64 50' �8-5"114 8-2-'2--- —8.4" - 2-4"—8.4---1 8.4"—� I ry� Rv-3130# r 4U-15 7# W-8" S0 Rv-2918# U-1361# W-8" -*9.4- MORRIS A. SHASHOUA, P.E. {� p LEFT RAKE 4'1-11 1908NW112AVENUE VAR OG 2004. RIGHT RAKE = 1'll"11 LEFT JIG 20'9"7 CORAL SPRINGS, FL33071 RIGHT JIG 20'9"7 (954)753.1 SCALE PLLT. TYP24WRVE TPI1995(ST' TOTAL- 1 ```�YlTaa„{,IiJ,YY�i REV. 6.33.071G.23 -0.1250 AND BRACING. REFER TO HIS -St (HANDLING INSTALLING AND INhSLISHED by S• YARNING-- TRUSSES REQUIRE EXTREM R NG HANDLING SNIPPING Ivu�ICAS B I 14B�SHOUA, 'P TC ILL 30.0 ps F REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537(9) FOR SAFETYS �j >t PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD S PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RF� FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C q %`�'. 9 � '• TC OL 15.OpsF 10.0 SF DATE 09-09-2003 DRWG (, CEILING. +•IMPORTANT*+ ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC IAg554 BC DL P. 0. 0PS F IMJ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITTA�L1.E� C : CC BC ILL O/R LEN. 50 �1d PROVISIONSOF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FBREST TIN( 0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GR ASTM AGES GROGG GALV, STEE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERIISC LOCKED THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A-Z. THE SEAL ON THIS ORNWIBG TCAT ACCEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COS DESIGN SHOWN.__ THE_ SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BU •'•, 2 1' A'C`O W; n 4- F $� 0— Si TOT.LD. 55.0 SF eNa+: (sse7 avo-aaao r+.: rys,)�sa-em ' - DUR.FAC. 1.33 , if SPACING 24.0" TYPE h I os lob: LHI LHNIILI HILHNI If: - HILHNI I IHUSS UI-r ILL / I I U TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240CF-2.OE: SOT CHORD 2x4 SP #2 Dense :81 2x4 SP #1 Dense: WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EOUALLY SPRCEO.ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. 140 MPH WINO, 13.39 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS O.15' DUE TO LIVE LOAD AND 0.12" DUE TO,OEAD LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24- OC. --21' f- 8' i 21'j �-7'4%4---}--6'9"118' --f 6'9"6-••��6'9"11 6Y T3 X8 T2 T4 m 5 12 3 W W Xv (Al (Rl m 7 5 W2 WS W7 L XG 1 G T1 W3 W9 W1 T5 4X8 =3 4X8 BI B2 B3 B4 li 0 0 R27 50' I �•�8'4"-�}�-8'4"8'4"+-8'4"--8'4"8'III "---� I-Rv-3130# r 4U-15 6# W-8" 50 Rv-2918# U-135 #N� W-8" MORRIS A. SHASHOUA, P.E. }, LEFT RAKE = 4'1"11 1908Nw 112AVENUE MAR U 2 2004 RIGHT RAKE = I'll"ll LEFT JIG = 22'11"7 CORAL SPRINGS. FL33071 RIGHT JIG 22'11"7 PLAT.=TYP1-WAVE TPI1995(ST01 (9541753.1 TOTAL- 1 `W`LYYT,,,,f,IT1/YYY�i REV. G.33.0716.23 SCALE-036250 +YARNING++ TRUSSES REOUIRE EXTREUE N L NG SHIPPING SN3 IN C1(1RR•L 9 HOUR, TC LL 30.OpSF REF AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND !)RACING] �WBLISHED �Y T $ PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MflOISON, WI. 53719) FOR SAFETY F�C 'P"�j PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD S VE +lT • .9 TC GL 15.0pSf ORTE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT C RYF1 �'•,• (, r✓. CEILING. •+IMPORTANT++ FURNISH A COPY OF THIS OE3[GN TO THE INSTALLATION C [0 BC GL 1 . 0 S f ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE ON 0 IIIS.' a P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAIIN� � = BC LL • QpS f I MJ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITII��f Li CAB 1LdT PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FGREST (iN0 `' 1111', a PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM RGS3 Gfl4�+GALV. ST I�•��-O W TOT.LO. SS.O Sf 0/A LEA. 50 4- EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWI91: LOCATED P THIS DESIGN POSITION ONALCONNECTORSENGINEERING PER GDRAWINGS ESPON IBI A-Z. THE SAL O ON THIS SS CIIy [T,fi: �` DUR.FRC. 1 . 33 ACCEPTANCE SF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM�N F ' DESIGN SHOWN. THE SUITABILITY AND USE "OF THIS COMPONENT FOR ANY PARTICULAR BU 1 SPACING 24.0" TYPE h I PS TOP CHORD 2x6.SP M-14 130T CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 (8) CONTINUOUS LATERAL BRACING EOURLLY SPACED.ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. T co m m 1 =3 140 MPH WIND, 13.81 FT MEAN HGT ASCE 7-98, CLOSED BLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0..16' DUE TO LIVE LORD AND 0.13- DUE TO,DERO LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. WARNING: FURNISH R COPY OF•THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TANKEN DURING OTE BELOW. HANDLING, SHIPPING FIND INSTALLATION OF TRUSSES. SEE WARNIN 21' 8' 21' --4-6'9"6 -1"-8' 1 6'9"6--{f6.9"11-+-7'4"14 -� 6T3 X8 ) T_ T2 T4 5 p 3 W W X4 CRl (R] o 7 W2 WS W7 XG T1 W3 W9 W1 TS 4X8 (A2) 4X8 B1 B2 83 gµ so, -I 8•µ••�_ 8•µ••�_ g•µ••�_g•µ—'I N Rv-2930# J-N13 4s0 • # W"8" � Rv-2930# U-137#� W-8" = I,II"11 22'11"7 ca„` n ptLa'('�`c r�mo: (culavas+io rm: (%s�I �sr-�.n MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL33071 MAR u "z 2004 .....niblir.•. ' 19654 Pjeof RIGHT RRKE - 1'11"11 RIGHT JIG 22'11"7 Qpn = giuuu REV. 6133.0716.2: TC LL 30.OpsF TC DL 15.OpsF BC OL 10.0psF BC LL O. opsF TOT.LO. 55.Opsf 1 SPACING 24. IOATP 09-09-2003 1 Job: IMILNNI 11_l F1I LNNIiL; - HILHNIIL IHUSS Utl-IL TOP CHORD 2x6 SP M-14 SOT CHORD 2x4 SP #2 Dense :82, 83 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. T m Rv-2930# 140 MPH WIND, 111.23 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, E%P C, WIND TCOL-5.0 PSF, WIND SCOL-5.0 PSF. CALCULATED HORIZONTRL DEFLECTION IS 0.17- DUE TO LIVE LOAD AND 0.14' DUE TO.OERO LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24' OC. WARNING., FURNISH A COPY OF•THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. _ 23' 1 4' 1 23' �---8'1-37'5"67'5"6T4'7'5"G7'5"6 8'1"3--� SPLICE BL 50' SPLICE BL �-8'1-37'5"G9'5"G—--9.5-67.5"'88.1"3 --� 1�13 2# W-8" 50 Rv-2930# U-137 #� LEFT RAKE = 1'11"11 TAGT=JIG T23 25 L 7 PLT. TYP.-WAVE C0yrL n ptlaa PI :(959IC95- m m:054)4I.= MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE MAR 2- 2004 CORAL SPRINGS, gFLgg33�071 TPI1995(STO) ^^(954)75�1AL. aF� TOTAL- 2 '101 CUAU�// PJtgq p$K_S=OURS TC ILL TC OILICi �/ - BC OL �g55� s BC LL LUJ� TOT.L 1 -,,1,9.4- W-8' RIGHT RAKE - 1'11"11 RIGHT JIG 25'.17 SEC 23436 3.0716.23 SCALE-0.1250 30.OpsF REF 15.OpsF DATE 09-09-2003 10.OpsF DRWG 0.OpSF IMJ 55.0 sF 0/A LEN. 50 1.33 24. 0" ' TYPE h I pS TOP CHORD 2x6 SP M-14 BOT CHORD 2x6 SP M-14 :B3 2x8 SP 2400E-2.OE: :B4 2x4 SP #2 N: WEBS 2x4 SP #3 . IO PITCH ------LUMBER------ AXL BND CSI T1 5.0 2x6 SP M-14 0.07 0.15 0.23 T2 5.0 2x6 SP M-14 0.00 0.32 0.33 T3 -5.0 2x6 SP M-14 0.00 0.32 0.32 T4 -5.0 2x6 SP M-14 0.01 0.24 0.24 B1 0.0 2x6 SP M-14 0.21 0.07 0.28 B2 0.0 2x6 SP M-L4 0.16 0.07 0.23 B3 0.0 2x8 SP 24GOF-2.OE 0.02 1.68 1.70 B4 0.0 2x4 SP #2 N 0.00 0.10 0.10 85 0.0 2x6 SP M-L4 0.12 0.06 0.19 fi 140 MPH WIND, 14.64 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WINO TCOL-S.0 PSF, WIND BCOL-5.0 PSF. LOC-Ft FORCE RIGHT ENO VERTICAL NOT EXPOSED TO WINO PRESSURE. 0.29 -2581 18.25 -1136 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. 32.75 -1156 - 43.06 -I4D6 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 9.62 2276 9.62 1772 COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. 25.38 913 25.00 -210 BC ATTIC ROOM FLOOR LOADING: LL - 75.00 PSF: OL - 50.00 PSF: FROM 18-5-L2 TO 35.99 1271 32-6-4. ' WARNING: THIS TRUSS DOESN'T MEET L/360 LL AND L/240 TL RELATIVE DEFLECTION CRITERIA. ACTUAL IS L/135.86 LL AND L/82.73 TL. WARNING: FURNISH A COPY OF THIS OWG TO'THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. �-- 25' 1 21 G'2"13_i_ �- -a- N��-7.1"1.-�}- 6.9"12 aIW 7- 8 ^ � �� 7.1 "3 -{ m l - 18' 4 ". -}- 14 ' 4.. 13 -4.. �-9' 77 --+-8'6"13-+6'9"12 --r7'9"17.6"13 1 5'7-7� N 20'7"3 .8.9"1013.2"4 m , i 12'5"12 Rv-1563# U-692# W-8" Rv-2889# RAKE 1'11"11 =JIT2= 27'3"7 TYP.-WAVE Cara n 8 C ptla'M1�`c cry: (esal wi-x+io �: (as,)�si-ten 49, - j 14'0"8-- L34 t 13'5"12-� 142# Rv-2565# U-600# W-4" U-71L# W-4" Rv-1178# U-383# W-8" MORRIS A. SHASHOUA, P.E. - 1908NW112AVENUE "� �'-/, 2004 CORAL SPRINGS, FL 33071 , A -rc clF Y6 5e�cb 2K8 -'s9.4- RIGHT JIG 23'8"2 SEO 23106 REV. 6.33.0716.23 SCALE-0.1088 iOUR, TC LL . 30.0psF REF TC OL 15.OpsF DATE 09-09-2003 8C OL 10.OpsF DRWG SC LL 0.0psF IMJ TOT.LO. 55.0 sF O/A LEN. 46 DUR.FAC. 1.33 - i1 SPACING 2-4.0" TYPE comn TOP CHORD 2x6 SP M-14 SOT CHORD 2x6 SP M-14 :B3 2x8 SP 2400E-2.OE: :84 2x4 SP #2 N: WEBS 2.4 SP #3 . IO PITCH ------LUMBER------ AXL SNO CSI LOC-Ft FORCE T1 5.0 2x6 SP M-L4 0.07 0.15 0.22 0.29 -2466 T2 5.0 2x6 SP M-14 0.00 0.35 0.36 18.25 -LO38 T3 -5.0 2x6 SP M-L4 0.00 0.38 0.39 32.75 -LOSS T4 -5.0 2.6 SP M-L4 0.02 0.14 0.16 47.21 -2391 81 0.0 2x6 SP M-14 0.20 0.07 0.27 9.62 2171 82 0.0 2x6 SP M-L4 0.15 0.07 0.23 9.62 1660 83 0.0 2x8 SP 240OF-2.OE 0.02 1.68 1.70 25.38 808 84 0.0 2x4 SP #2 N 0.00 0.10 0.10 25.00 -88 85 0.0 2x6 SP M-L4 0.14 0.07 0.21 40.38 1519 81 0.0 2x6 SP M-14 0.19 0.08 0.27 45.54 2119 WARNING: FURNISH R COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 140 MPH WIND, 14.64 FT MEAN HGT RSCE 7-38, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. BC ATTIC ROOM.FLOOR LORDING: LL 75.00 PSF: OL - 10.00 PSF: FROM 18-5-12 TO 32-6-4. WARNING: THIS TRUSS DOESN'T MEET L/360 LL AND L/240 TL RELATIVE DEFLECTION CRITERIA. ACTUAL IS L/136.58 LL AND L/82.73 TL. �--25 25' -� N 1� WS I 6'2"13 N 7 1 16 s 12 7'8" �-{_ N{��� 12 m 5 � " T 1 2 1 �3 4XG W' V X9 T3 B4 JXAIN? WS. T4X6 (All) X4 - 1 -i 18'14 + 14'4" + U 17'4" I-+-9'7"7--8'6"13--•�-6'9"12-�7'9"12 +-7'6"13---9'7"7 N r ` 20.7 "3 1.7' 2 "4 -- L8.5"12 14'o"a -�- 17'5"12 1429 L34 Rv-1516# U-676# W-8" Rv-2922# U-727# W-4" Scab 2K8 ce earl. -ace- l2d 31, o.c. Rv-2936# U-726# W-4" Rv-1263# U-4424 W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE-- 1' 11 "11 1908 NW 112 AVENUE � 2 2004� LEFT JIG 27'3"7 CORAL SPRINGS, FL33071 RIGHT JIG - 27'3"7 (954)753.1 SCALE PLT. TYP9-WAVE TPI1995(ST01 TOTAL- 2 ```��YTY„n,L71Tll .'16; F65N REV. 6.33.0716.23 -0.1088 +YARNING++ TRUSSES REQUIRE EXTREN RlCMILNU HANOL[N6 SHIPPING 1N4 N AND BRACING. REFER TO HIS-9I (HANDLINGSUITE INSTALLING AND IRAO 5 I'OBLIBSAF TY TRf_(- WI. FOR SAFETY Pyles 9GUNL F /��ngSHOUR Ci4B •�Yy �� . I(� TC LL .3O.OpsP REF ^ oarE os-os-2oo3 LA 200 HAOISON, ` PLATE INSTITUTE, 563 THESE FUNC OR. INDICATED PRIOR TO THESE FUNCTION. UNLESS bTHERVIEE INDICATED TOP CHORD S '` C K/ i �� '. 9 rc QL 15.OfDSP ATTACHE S PROPERLY ATTACHED STRUCTURAL PANELS flN0 BOTTOM CHORD SHALL HAVE A PROPERLY flT' '. Z ORWG ' (�0'IM1 >t CEILING. • EREDRTRODUC FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C T ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFABRIC 0 r • ? BC OL 1 0 . 0 S F P. I MJ Te DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: NF FABRIC TRUSSES. DESIGN CONFORMS VITL{ L•ICRB�g 55a 2 19 BC LL 0 . OPS P tla 6 A Y PROVISION SHIPPING, INSTALLING RNLI BRACING OF PUBLISHED BY THE RNERICAN FBREST TiNO PROVISIONS OF NOS (NATIONALTPI. DESIGN CONNECTORS ARE PAPER ASSOCIATION) flNO TPI. ALPINE CONNECTORS ARE MADE OF 20Gfl NASTMLES A653 GR4 GALV, STE EXCEPT AS NOTED. APPLY,CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERVISL LOCATED C /��`O 1:,I� P TOT.LO. SS.O SF 0/A LEN. 50 , per; lasn)wiaau ,�; M�+)+sL-N:rr THIS DESIGN POSITION CONNECTORS PER ORAVINGS L60 A-Z. THE SEAL ON THIS BRAWL tCRT ACCEPTANCE EF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COtU111', ' DESIGN SHOWN. __THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BU fj� iii�������� �YYY B� 51 DUR.FAC. 1.33 SPRC IIJG ZH.Q" TYPE coma TOP CHORD 2x6 SP M-14 BOT CHORD 2x6 SP M-14 :83 2x8 SP 240OF-2.OE: :B4 2x4 SP #2 N: WEBS 2x4 SP #3 , ID PITCH ------LUMBER------ RXL BNO CSI LOC-Ft FORCE T1 5.0 2x6 SP M-14 0.07 0.15 0.22 0.29 -2470 T2 5.0 2x6 SP M-14 0.00 0.35 0.35 L8.25 -1041 T2 -5.0 2.6 SP M-14 0.00 0.38 0.38 32.75 -1062 T1 -5.0 2x6 SP M-14 0.07 0.15 0.22 49.71 -232S 81 0.0 2x6 SP M-14 0.20 0.07 0.27 9.62 217LI B2 0.0 2x6 SP M-14 0.15 0.07 0.23 9.62 1663 B3 0.0 2x8 SP 240OF-2.OE 0.02 1.68 1.70 25.38 811 84 0.0 2x4 SP #2 N 0.00 0.10 0.10 25.00 -92 BS 0.0 2x6 SP M-14 0.14 0.07 0.20 40.38 1506 61 0.0 2x6 SP M-14 0.19 0.08 0.26 45.29 2046 WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 140 MPH WIND, 14.64 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCDL-5.0 PSF, WINO BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24. OC. OR RIGID CEILING. BC ATTIC ROOM FLOOR LORDING: LL - 75.00 PSF: OL - 10.OD PSF: FROM 18-5-12 TO 32-6-4. WARNING: THIS TRUSS DOESN'T MEET L/360 LL AND L/240 TL RELATIVE DEFLECTION CRITERIA. ACTUAL IS L/136.43 LL FIND L/82.73 TL. j- 25' -I•- 25 j 7' 1..1 +6.9"12 �W5 7.8" 6-�I- 3 1-N-I��-�I �u+a 2 5 sp �1. -lice- T T2 2X 7x ) 12 2 x4 T3 m 5 F-7- B4 X4 7 W4 T X6 W9 _m 0 2 (R) W6 X }' T4 W W3 m /• W8 4X6 (Rl) =3 4X6 /.y.. BL 82 1 63 2 BS 66 f--9'77----8'6"13-6'9"12-7'9-12----7'6-13-4--9'77 N -20' 7 "3 8' 9"10 17' 2"4 m , i---18.5"12 21 14.0"8 -L7'5"12 14# L34 Rv-1517# U-6B2# W-8" Rv-2907# U-728# W-4" Rv-2936# U-726# W-4" Rv-1458# U-653# W-8" MORRIS A. SHASHOUA, P.E, LEFT RAKE - 1'll"11 1908 NW 112 AVENUE �' � 2 2004 RIGHT RAKE - 1'11"11 LEFT JIG - 27'3"7 CORAL SPRINGS, FL33071 MAR RIGHT JIG 27'3"7 PALE. TYPB-WAVE TPI1995(STD) (954)753.1 TOTAL- 18 ``��%1T.•.•L,)711Y//�/i REV. 6.33.0716.23 SCALE 0301088 -VRRNING« TRUSSES REQUIRE EXTREMhAkw NG HRNULING SHIPPING INS4 N AND BRACING. REFER TO HIB-St 078NOLING INSTALLING AND BRACING) kBLISHEO 111' TpI S• B I 148SHOUA, rc LL 30.Opsf REF PLATE INSTITUTE, 583 0.ONOFRIO OR. SUITE 200 MADISON, WI. S37181 FOR SAFETY @t17 BE �� 'P. �i� PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWI$E INDICATED TOP CHORDS F.-R VV�E,,-` ���.•9 i TC OL 15.OpSf DATE 09-09-2003 PROPERLY ATTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY R4(,`ICEILING. •*IMPORTANT+. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C q�� BC DL 10 • Q Sf DRWGALPINE ENGINEERED PRODUCTS: INC. SHALL NOT BE RESPONSIBLE FOR AN`Q pDESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC Il.! :JHANDLING, SHIPPING, INSTALLING FIND BRACING OF TRUSSES. DESIGN0 , 195 F ' BC LL 0.Opsf IMJ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN F9REST4BNO r- At PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA RSTM A653 GROG GALV•. ST P'CC- •; ` TOT. 55.0 of 0/8 LEN. 50 vime: (vw)aaivaw wc(ss•)�st-ezn EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWIC LOCATED 1.33 '• THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SlAL ON THIS ORflYiflG tCAT F C OUR.FRC. ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO $• DESIGN SHOWN. e•THE•SUITHBILITI AND USE OF •THIS COMPONENT FOR ANYoPHRTICULRR B •• ®•• `8�( 51 SPACING 24.0" TYPE comn Jan 06 04 08:30a Kinco, Ltd. Vero Bch 772-564-7142 'P.3 Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 3lstPlace Hialeah, FL 33012 Phone: 3051819.7877 Fax 3051819-7998 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: ADDRESS: P.O. Box 6398 SPECIFICATIONS: Jacksonville, Florida 32236 DESCRIPTION OF UNIT Lab. Number 2179 `'— October 8, 1998 Report Number 67 File Number 98.102 Page I of 2 L-3144 F-C110-73x61 AAMA/NW WDA 101/I.S.2: 97 ✓Model Designation: Series: M-40/50-Aluminum Fixed Window --`Overall She: 6' 1" (737) by 5' 1" (61 ") high by 2.000" deep. Configuration: 0 MAT]fkIAL CHARACTERISTICS 4iFrame Construction: Testuoithas a Hang type frame, butt joints and a white coated finish Aluminum alloy is 6063-T5. Frame comets were fastened with two No. 8 by 5/8" pan head sheet metal screws. Size of frame members areas follows: frame head, frame jambs and frame sill 0.937" by 2.000" by 0.812". Frame members are solid extrusions with atypical wall}hickness of 0.062". glazing: t aterial: 3/16" tempered glass. L,rdethod: Unit is e: tuior glazed with W glazing penetration using a double sided.glazing tape and'An. aluminum exndcd glazing bead with foam between the bead and glass. Glazing bead fastened to frame with a single row of No. 8 by 1.1/4" pan head sheet metal screws, Iocation of fasteners are as follows: frame head and frame sill from the left, 2;'!a", 20'h", 35 3/4", 51'. 67 3/4' . frame jambs from the bottom, 2 1/4', 20'h", 39 114", 56114". Daylight Opening: Clear opening, 70" by58" high. L- Weatheratripping: None vHardware: None 1-*e,epholes: None L/fiamforcement: None I gealants: Frame comers were seated with a clear colored sealant installation screws were sealed with a white colored sealant. ✓Pads: None vScreen: Not applicable vUnit Installation: Test unit installed in a 2 X 12 wood test buck using a 1 X 4 pressure treated buck strip. Frame installed with a single row of No. 10 by 1" pan head sheet metal screws in frame head, frame sill and frame jambs. Location of irstallatioa screw spacing are as follows: frame sill and frame head from the left, 6", 21 1/411, 36 W, 51 3./4", 67"; e jambs from the bottom, 6 %a", 24'/s", 39", 55'h (� v' Product markings: None • `3 ...,..............-- ....... ,,, ..,,° ,.cr �r n.- n rt.- I•• ,owng 11 fi enpp155fp 1:e °P°�'C.P�:: IS n•yY FC 'HE SIMPLF iEaEC.4Np I5 HOT NFCSSMILV \OKA'AVf OF 1- -- I - ...G .4nPa9°F— -- SUCK IT vi LWD - "" SNW CAULK K7VCCN WIN➢t1V fLr L V000 LUCK CDI Or DIY 31 CI1 OP1� 2T OTHERS `` 4 EST. FINISH By OTHERS KNINETER CALL xT OTHERS KE wi[S> VIIDUV EKTCRWR ECWHY J I ANCTCR BUCK WIDTH �- i lTALLATIC 7CKV AKWY ONE By WOOO rC K BOWEN lT OTHERS / VCOD SUCK L SUWr ➢VENAL AS PEO'D /IN OIKRS V1 V/ LEADr6T 6CMD+0 SHIX GLASS 'IV. 1 1 VC HIN SEC HATES) (NICDNENI I/1' NAL T SHIN SPACE EKTERIm VINL7W ER"E JANx KRINCIN CALL K BY'OTHCRS VINMV rRAHE IIUILDI14G IMNG MHHNER VINIKW WIDTH— ICADCR RFvmvE %—Fu — CODE COMPLIANCE SECTION 2 KEEP THIS PLAN ON JOB APR 10 ZOOZ BUCK KIGHT BDi sling&Z/Ing lnsDeEOD Oi lax., FL r TNT. SIi^• Y ova 11Y11Y N0. WINDOW fPnHE SILL • C N f SILL SiOR O JJJ/ V OTHERS KRUNETER CAW[ CN.LK (3 ('x 1r m1ERs L Pit GS SILL 21 ETHERS OTHERS SECTION 1 Fi FVATION VIEWED FROM EXTERIOR K 1 � 1-1/6• WIN, CNICIA NI CAILK BETWEEN WOOD NArT OFC)ONG ltX:ll L IT OTHERS Q AtCNmY 3/16- SCRCV AKwR 4 CAULK KTVEO WIN`\\�\ Wall) ad `CONCRCIC m w.slxar W CNING lr OTHERS CKI. By OTI NCTIS NRS 101 T HART LOCATION IN HEAD LOCATION IN .was CALL BUCK UP NI PSr 61 PX W 61 PSr LI PX SIZE SIZE la 40 PSr l0 60 PX 111 6110,, to 6n Psr TO 60 2'X 70 7a PX 0707 6 1 6 NNE IOI[ 1 rA 0743 F rjG 6711 L K T6 IONC NONE sal IOS r �L 0741 6 x NB HUHC IOei 07 till 11 12 1 it NONE IOt IONC rA rG rF 1121 1121 Iz S 2• 7oa 12 K 76 1aHE w)C IKR[ la fG 2i f6 FA IIKI I21 •0 NON[ K w1e: wxF rA rG rA r r a mt F 2N K 12 t C C F.GG rL fF 2121 21 x 21 C C C C C C rA rA rA 201 24 x ] N C C C rA r.6 rA 212t 11�1]10 It 6 r 12 L 13661.1214 C C rA rA rA ]lit % s 2• C C C fF IL 2F C C C G ILRI r2A1 1141 ]6 x A ' •ID 4111 IB x 49 IT C C C IFG rG rA 6121 In x 21 C C E C C AL rA_ rA rA 71]l 46 K a C C Al rA DLAI DL81 41\I 42 x 6 sin A c c c EL 12 c C AA uL 5121 N➢ x 2E DL yL oL DLN1 Olil u A Xd C AA.1 Ali DL 0 6111 72 x i2 C C C tL OL lL DL n2 6121 61]I 72 x 21 R i C A.l A.2 A.t AA Al OL DL OS OL 6111 72 x AB AA - A)A DL DL xLIU o Dru, 1 1 61S K A■ ALC AxC um SNIN vHERE %PAM fAEA2l2 THAT MG. it mmw. •w —4. fCRIAL' ALWINUN ALLOT 6061 IC SCRLV ANCwR N K W SIFFICIENT LTIL 70 ACHIEVE Nlll OO[IKNT SOHRT OS CDH=TL ITTP. LTN 2-L••) DOW fL WIN WO-SL ADHESIVE CALLS, SCALAHT W APROM CC`— OO-SIL A,CSI C CNAIt SCALANI. INVO COIPLT WITH SCALANI NANIf'AmtfSR•S m CpllVALCNT rm KCIHETER SEAL AROAOI CATEAIOR W wumv FLANGE SITE IS MY LISTCD IN MOOR CHART. USE Abell OINITIIT LISTED WIN TOR THE M RWRIATC KSI0 PRE$ RC KO► my VMT PER THE KRIREPENIS or ASTI, E1706 &GAGE LNAVY& TNSLCATIIO SIIGLC MATIw�ALSO' MKIrrIE& 11. s T IH➢ICATC WHOX COYCICTE AIxwRY LMI[D ISLES 1X JNus ANL u KSO APPLT 10 tIK'x NO, LIVS IISVOI K11E5 PlTtnxtALVW 1m; AND KUSIDIS ,N56,PICSIRL WINDOWS. KINCO, LTD. -� • _ JACKSONVILLE. FLORIDA ,AN r/f Rm SERIES PICTURE WINDOW V/GNE BY BUCK ...... '. INSTALLATION DRAWING r..""NAY><L WWTDGT tR♦ BB 12/20/DI .T amRNr. CIVIL N/AD NT.S. 01"^KJAxOD83 !\ n A(G w 47102 AtV. lxTlo 1M[F 1 d• 1 n,OLf \ M\K.IY fuN01.L K W YI.f_,la A'r4 YK R ,4.!`. RAY Zt,V wKt l i,KL TY l O•Y