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Permit 1478 Marshview Ct (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: r IVEo 6f"i� Property Owner: Phone # 3 740 Contractor: Phone # Zq(p 37y7 V3Es-�cOr1 `3✓tC Permit#: Date Issued: 03- c;2170 N 9 1103 Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up 3�r Insulation , Final Building Tree Permit# YES NO Electrical Permit# r} Date/ Copy to ) I ' JEA :l `4 Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: S NO Inspections: Rough Electric Released to JEA Temp. Power 7•a •O Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: 1 Final Plumbing Permit# O - Inspections: Rough / Underslab 11. o Topout � irJe4Z�e Water/Sewer Final CM - 2,3.t0Cj .cx..s TP"'-j oZ -7, p y Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: Sep •28. 2004 9:56AM BESTCM Inc - EMERGENCY MANAGEMRNT AGENCY �ti '8458--P' 2 ••.•�.B, - ,NATIONAL,FLOOD INSURANhu.OV67-0077CE PROGRAM Expires ELEVATION CERTIFICATE Important: Read the Instructlons on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BVILOING OWN NAME 0 e R Workman BUILDING WEET ADD SS Qnd 1ng Apt„ 60 Unk Suite,andlor Bldg.No.)OR P.O.ROUTE AND X NO. Company MC Numtler %478 Flarsb iew Uourt �q TE 211% tlantic Beach r'L 32 ROP TY DESCRIPTOR(Lot and Bloch Numbers,Tax Pa"Number,Legal Description,etc.) Lot 22 Hidden Paradise OUILVINUs S e.g.,RdWiftntiek Norrie3iden ,etc Usa a Comments area,if mwissary.) residential LATITUDEAANGITUD (OPTIONAL) HORIZONTAL DATUM: PS(Type): ( #r-#9-ge,t►r or t{/R# I_i NAD 1927 (_,j NAD 1983 `..�USt;S Quad Map I_I oUrer; _ SECTION 8-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION mNFI BPC tMCN YNAAME ch 120075MBER 2.COUNTY NAME Duval B3.STATE FL rMAP AND PANEL 85.SUFFIX 7.FIRM PANEC9.BASE E N( ) NUMBER 'DATE EFFECTNE/REVISED DATE ZONES) (Zone AO,use depth of flooding) 120075-0001 D 4/17/89 4/17/89'. AE 61 - 810.Indlebte the source of the Base Flood Elevation(BFE)data or base hood depth entered In 88, I_,I FIS'Pmfile IX-1 FIRM I_I Community Determined I_I Other(Describe): 1311.Indicate the elevation datum used for the BFE In B9:ILI NGVD 1929 I-1 NAVD 1988 t_I Other(Describe): B12.Is the building located In a Coastal Harrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? I—I Yes I1Li No Designation pate: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Bullping elevations are based on: I—IConstruclion Drawings' I-,-,IBuilding Under Construction' ' IxlFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. ; C2.Building Diagram Number--1-.^(Select the building diagram most similar to the building for which this certificate Is being completed-,See pages 8 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations–Zones A1#A30,AE,AH,A(with BFE),VE,VI-V30,V(with BFE),AR,AR/A,ARAE,ARW-A30,AR/AH,ARIAQ Complete Items C3.9-1 below according to the building diagram specified in Item C2.State the datum used.If the,datum is different from the datum used for the 6FE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area 6f Section D or Section G,as appropriate,to document the datum conversion. Aatum ^ ConverslonlComments Elevation reference'mark used (see c o mine n t s, Does the elevation reference mark used appear on the FIRM? I—I Yes IXI No Cl a)Top of bottom floor(including basement or enclosure) _ 8.7 h.(m) g PSM. '44-87 7/61 Gr4 O b)'Top of nerd higher floor +7-18 , ft(m) 0 s ❑ c)Bottom of lowest horizontal structural member(V zones only) in g�ft.(m) o ❑ d)Attached garage(top of slab) o e)Lowest elevation of machinery and/or equipment servicing the building(Describe in a Comments area.) E 16 O 4 Lowest adjacent(finished)grade(LAG) _ .2—ft(m) O g)Highest adjacent(finished)grade(HAG) ,, 7.L ft(m) O h)No,of permanent openings(flood vents)within 1 ft.above adjacent grade n/a— O 1)Total area of all permanent openings(flood vents)In 139.h_al 8 sq.in.(sq,cm) oe SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTiFICATI ' This certification is tote signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B.and C on this certlrrcate represents my best efforts to interpret the data available, I understand thel og false statement may be punishable by fine or lm risonment under 18 U.S.Code,Section•1001. CERTIFIEWSNAMENS NU 4487 Jose A. Hill Jr. rl Professional. Surveyor Manwer COMPANY NAME Assoc 11 C1 ADDRESS " 1643 Nal4o Ave pue c Jacksonville FL vPC 3 07 SIOWATURE DAI hJul _6, 2004 PHON 904 - FFMA Fnrnt AW44 .tl qor gGVFRRF Rin;;Onn MWINI IATInN Pr-921 Ar'FC At r ORFVIr11 IA RrftTillNC Sep •28- 2004 9 :56AM■�„^BESTCON, Inc , No ,8458—P. 3 fMFORTANT: M these spaces,copy the corresponding Information from Section A. For tneuranoe CflMPuny use; -BUILDING STREET Af70 5S pr>ckxllnp Apt.Unit.Suite,and/or Sidg.No.)ORP.O.R ANp 60X N0. Policy Number 1478 Marsh View Court STATE ZIP CODE Company W11C Number tlantic Beach FL 233 SECTION 0■SURVEYOR ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance ageni/company,and(3)building owner, COhrhgN-fs Reference Bench M&rk is X—cut on nnrthpAat top f'iAngP hnit nn fire hydraint at- intersection of Jasmine Street & Levy Road. Elevation' 12.93 (NGV Datum) . Item Me)t�■o of■. concxete slab „-,g, air conditioner. j, jC�heckhere�attad�mM ■ ,t,l ■ �■.■�.■� IIA V.�■�\r SECTION E■BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT SFE) For Zone AO and Zone A(without QFE),complete Items E1.through ES, If the Elevation Certificate is Intended for use as supporting Information for a LOMA or LOMB-F,Section C must be completed. E1,Building diagram Number (Select the building diagram most similar to the building for which this certificate is being completed- sea pages 6 and T. if no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building Is -.j---j ft.(m)�(_j In.(cm)� )above or L-1 below (check one)the highest adjecent grade. (Use natural grade.If available.) E3.For Building Diagrams 6-0 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is j_j_j ft.(m)U_Jin.(an)above the highest adjacent grade. Complete Items C3.h and C3.1 on front of form. E4.The top of the platform of machinery and/or equipment servicing the budding is ,;_j-..j ft.(m)j_j_I in.(0)i_j above.dr 1._1 below. (check one)the highest adjacent grade. (Use natural grade,if available.) ES.For Zone AO orly. if no tiood depth number is available.Is the top of the bottom floor elevated in accordance with the community's floodpldin maraaement ordinance?LI Yes )_Ii No (-1 Unknown. The local official must certify this information In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,a.C(items C3.h and C3.1 only),and E for Zone A (without a FEMA-issued orcommunity-issued 8FE)or Zane AO must sign here. The statements in Seoffons AS,C,and E are cofred to the best of►nyknovdedve - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME . ADDRESS CITY STATE 71P CODE SIGNATURE DATE TELEPHONE COMMENTS IJ Check here If attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administer the the community's floodplain management ordinance can complete Sections A,H,C(or E),and G of this Elevation Certificate. Complete the applicable Items)and sign below, 01.)_j The infdrnallon In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who Is authorized by state or local law to certify elevation Information. (indicate the source and date of the elevation data In the Comments area below.) G2.I-1 A gommunily official completed Section E fora building located in Zone A(without a FEMA issued orcommunity-issued BFE)or ' Zone A0. 03.(_j The following information(items G4-09)is provided for community floodptaln management purposes, . 04.PERMIT NUMBER G5. DATE PERMIT ISSUED06, DATE CERTIFY ATE OF COMPLIANCE/OCCUPANCY ISSUED G7.This permit has been Issued for, j_)New Construction �-)Substantial Improvement 'G8,Elevation of as-bullt lowestflocr onciuding basement)of the building Is;' ft.(m) Datum: 09.SPE or(In Zone AO)depth of flooding at the building alta Is, ft.(m) Datum:- LOCAL OFFICIAL'S NAME TIRE - COMMUNITY NAME TELEPHONE SIGNATURE PATE COMMENTS -- 1 C is hem U SSI- meas FEMA Form 801,January 2003 Replaces all previous edtions ,Seo.28. 2004 9:56AM BESTCON, Inc No 8458 P. 4 MAP SHOWING BOUNDARY SURVEY OF LOT 22 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 078 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR, 88'BTCON_ INC. BEARING REFERENCE: BEARING SNOMN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOVM ON THE A80VF!+-HONED PLAT. ELEVATIONS SHOM THUS 0.61 REFERS TO NATIONAL GEODETIC VERTICAL DATUM MARSH VIEW COURT (50' R/W) TM; ampm � $01'11'11"E 50.00' 7.Z' JCA EASEMENT ��'� --------------------- J__--___-_ -- 10' DRAINAGE EASEMENT a �6., �+• it Nw R a 0 /e*9 ° 2 STORY FRAME °Z o DKI LING $ ia 18 EAVES < I< N (1478 W w3 at 3 v u FIN f!EL (6.66) iv a ' L]` GARAGE FIN FL EC (7.59) �p1 m O w,/� O o f �p in 00 O �Ogo v - O b^ F c La 7.s 7.YY o 00 Z s1Ers LOT 22 .UPLAND EiUFFER T M?O: OKEY R.&PAULA J.WO OHIO SAVINGS BANK OLD REPUBLIC NATIONAL TITIE INSURANCE COMPANY DEBORAH W.TAYLOR,ATTOR 4EY-AT-LAW,P.A. 4_8.4_7'__ WETLAND UNE PER PLAT ATE 600E OF HARM LME lga 68.....wwl�e rose or.•...vE sNolw Ilwaw 'mK Aloro neukvAw ANp41 Mdr I.ocAlm N AOOMRMMp:rd ROCm1Aa! IM W�RRR IMS RULE!6 M Ob/�AOR OF IMMIX I�40N1[i�pr M sTw,[of R.OroA MARSHES OF THE INTRACOASTAL WATERWAY *50v FI AL SURVEY: - 0 ALL IRONS �.+�� Y C' 1P THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: MIWAUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 614317-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027. FLORIDA STATUTES), AND FURTHER CERTIFY THAT fo I T THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. o NY not-LB 17" u^,�,t,. &0. BUL MDM06 K%lmCT M UNE NOTES THE LOT SWVMD HEREON APPEARS TO UE 16TMN FLOOD ��p�� ASM uu. P.O. POW OF d1RVAIURE ;ONES 7P AS SCALO FMIOM UK FL000 MISIIRM M RAM bf.r'MI1 M AND AS9f1C A= M P.T. OWT OF MMV MAPS.COMMUNITY PANEL 0241E .DATED 8-15-89. 1643 N AVE. VRJR.FL.,74207 P.R.C.PONT NQ 12=7- P.CC.PALNT dML O R VATI SURVEYED DECEMBER 8 2003. 711 -F�IFjW AYY°E�A710M O.R.v.OFFICIAL KOONS UOUIME REd SURVEYOR 4487.FLORIDA ACF AEWFOMI)CONCIM:$PIPE SCALE: 1" - 20' JOSE A. HILI. JR. _r%=m4m(mm N01fpI FIELD BOOK 677 PAGE 71 SURVEY NOT VALLA WTHOUT EMBOSSED SURVEYOR'S SEAL WIM To FAa ,11� ,�1�J rJ r J� , CITY OF ATLANTIC BEACH J` 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029118 Date 10/08/04 Property Address . . . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . . . 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WORKMAN, RICK DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT . JACKSONVILLE FL 32216 (904) 744-7255 -------- -------- ---------------------------- -------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. JAL BUILDING OFFICIAL ----------------- CITY OF ATLANTIC BEACH SJ PLUMBING PERMIT APPLICATION - BANK : Wachovia `�JF31� Check Number : Date: 1,9- 7,oY Property Address: AIM 6 Owner: J2d 1A'kV &jot,jj Telephone #: A19- 11Y7 Contractor: DAVID GRAY PI UMBING , INIL Telephone #: 724-7?i 1 Contractor Address: 8850 Corporate Square Ct . Fax#: 723-5668 Jacksonville El 32216 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: -7/-9:5 /�i�t A")kle,r SoMw Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: -_ X $7.00 + $35.00 0:1- 800 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us ��o�J LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 9 / 23 / 2003 Re: Wind Loading Requirements For Lot 22 Hidden Paradise, Jax., Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S-1 through #S-3 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wail segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceilingoists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then 1 shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerely Louis . Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 22 HIDDEN PARADISE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF WIND FORCES STRUCTURAL ANALYSIS FOR LOT 22 HIDDEN PARADISE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: SEPTEMBER 23RD , 2003 )ate Shee j�•y` :; , . x .103 L' �,��r'�� .,,� 1 Lo = ;Tri e �u b�� Y{S i c�a•N.C t �no.:S 46-s..e.: �o�Gtn.u'w� gt, t�tYa 1. 4 t Fto Q'r- 0 0 Trs pla s V.. e ee SGt�Q� � y. arrlw;trr �Q tzc ff f A.v%��o to ,E a 5tw,n N. b . laa° , �3 0 : :•, aerie ; vtob rtxe yrs A� 4- S nt6c.� -1 . . •'t i+s.L ►1� �� c C fN�w<<tb"t. t,Y) tt Y .f'_ : •�.' 4 14. QrwRse . lOt y&,• . C.TIAc gatore a o r4► ) �- 2-0 ° DATE:. ll _ Sheet Z of g W vwd s : I Z o NL�1� C 3 u c jus t1 S tYA4AW!- LCA J (,a' tA Ott % Zn n = 1,10 �sM?ptt*wKj factor,:L bo'l na ac of s Y A es �... -roc die{' g1-46 S awl. S tiwt a t •wC" Yt s•s t•�" L / N� y� Y'T P � off' " '�iIG plc. P.1Ma?.1 F�it�� to vr�» Ff-�e � � 5howr Poe, to WRA)4KWM SCHOKLE FAGT tenTYPE Panty Span:5 2 R 2 R<Panat Span 4 tt<PwW Span 14<Penal Span. <4R <of <8R 212 a6 Wood Semw3 16 16 12 9 212#6 Woad Samws3 16 16 16 12 Double-Hoadod.N&W 12 6 4 3 S1:1 bed-25.4 mm 16wt+30S mm NO". 1. M&nble is bawd ea caa*d wild speed of 130 wo(3b.mis)sad map met MW of n teat(10 m)or lent. 2. ftft is JW tip:iYiliil W at atfppd%R ands afto wood Woo"Peal. 3. Wbmm wawa t#toXdM.W-0 im� ,dmry sba0 be mashed etiat Amadowaskow aaebon luvios a n wil*mwat amps*. . t9 of 410'lb OloMW 4. Ph&da be MW eemasm w 1W*K Ji1114N�+MMa6 ar0s c� 0. ► S s tY - v►itll loe.P � P � tYtiwx,. uQuft � �o� ski Ccow�o�rl�.�. cud- (o5.�i Ps.� For CV04"MA 04r SPAM, d� G o•�. P•OMI ,ma y 82. tbs Ibs Yt,AOY, vju Pt per �t- rx m4*,� W4 fe.it.s t+" s tm&we P�� °� = �°� � s"a" c vee►Fr vF ww�+►.t �u °� 1�}� Leas b- L c 3p liva 0� f avL-k t p4 F�tsy+ �r��Jal.� (��e ' ! l( �c Rr Lam►. 11 P _ DATE: Sheet_ of �- -= _� 7,00 CYZ. C l 0 Lly4;* MaM, v� Stf4 f p t� s 5 H ,`•5 ► to Sze a-104 v 3 82 P-�� .�. NIX 1l2b �' S tech �.acl.�, cT`� �90 0-C. • �� C ,�� 000.1 ct•33) /5 :5swt: . P-eF wt 4uuw•Temslo% 1/z A36 60tts = o s Ap IF �e �esse� or . p . z�}y �� o� 2r�""�L )'-m =- 15-00 psi F4 = 3G000 Ps', hb = c•z W= Ap= ITA -Q 6 = G FF«E, ' -i•,,✓b�.c'd• .Peng tt ._.� ALLu%j --re. .r 2190 lbs 1 -1 a�..,X�r$,,kb ic,k raw+ 3teeL Aad Wash-rrsO Aft-UI-eJ C Fbeduv S=2?.Ics�(st°e; E61. u o*t) A 00 _- ... .6-_41.4-AAA-t- )I11) P S -fC}�-ta.2luw•�= C`lD0)U•33) = 532. QSi � 5qS psi a•1G F,x.,.t•.:., 4%4Ari 4u*p (o•a1) (Z/g)cS4m 0A=4a16 � M ,a a2G �. 152�9L(27Qoo)(�33 Sear f1raQ i�nsiw� Ov% A AcAar )dolts :- 35'51 ,, , -4 �i,luwab�e T*�c►v� u� `/ 4 AU , b�. Gttrktr�t Ft IAAO 16s (Sce above) q AL[UW r,!,le s'dte~ a-.% I/z.a+ A'l 4. bo Its = 350 Fes, Ab J..e or 0-17. Ab F� ?=# i,i��abie. S�,ear� 35O'�/C15ao)(az) 19 57 Ibs ..Y o Y �o•►L)fo•t)( 36,00e)_ �'6�1 Ib s urummnuuwunmrununnnanmwnrrnunurnuuurprruprrrrupnpreruururruutrrirrprrrrr�rrx.xnrnnrnrmumpnrnrnrunprrnrnnnrppmrrrpuurr8prnr!rpuunnunpnnunnumnuunuupuugnninu i a, TABLE t886.2A -1 MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUIL[ O WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN Exposure B i Horizontal loodet Vertical Londe(per) Mau.Horizontal Wali Loeds4 0" Windward End Zone Interlar Zorn End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interlor (mph) Direction (degrees) Wan Roop Wall Root' Root Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 -4 -8 7 -8 .18 0.0 =Z.5 -5. 0 .9 -1 -1 -10 .9 1 -10.1 8 -7. 30< e 9. 111.5 9 5 -8.8 •-5 .1 9 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 40.7 .6.8 -21.6 -18.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-6 15.9 -10.8 .13 -8 . .3 8.8 20 -5 8 -19. 1 < 1U 14.2 8 6.9 -8. Longitudinal AN Angles 15.9 -8.9 10.6 -4.9 •i9.1 •10.8 -13.3 -8.4 -26. -20.9 12.0 •-9.3 8.8 -7.2 110 Transverse 0-5 9 1 -5.9 -10.1-- 16.0 -11.3 7 -8.7 0 26.6 .0 1 .7 -1 -1 J- 5.1 1 .1 -11. 30 < -Al 1 . -13.1- -111.3 •7. -8.7 10.0 1 -10,1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 .23.1 -13.1 -16.0 -10,1 -32.3 -25:3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5- -9 1 -1 -1 7 1 -10.9 0 3 6 11 = 4 - 80 1 - 0.4. 30 < e 8 1 . 8 B --9 - 3 9� -12.1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15:6 -19.1 -12.1 -36.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 �f 22.4 .14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 .-16.7 30 < an le 30.1 20.6 24.0 16. 1 -18. 0. -1 -10. •1 0 - 7.0 9.1 -14.2 Longitudinal All Angles 26.8 -13.9 172 -8.2 -322 . -18-3/1 -22A -142 -45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 2 =9. g-21.2 -26 4. -18.2 7. -110 20 0 -11. -6 -37 -28 -1 7 9 - 4.5 2 . -18 -n ' G 30 < anI 5 8 9. 117 - - 9. 1 -164 Longitudinal All Angles 31.1 -16.1 20.6 .9.6 -37.3 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 D150 Transverse 0=5 2. 48-9 -80 7.0 - 0.9 19.9 -16.1 p . 3 .7 - 6 0 - 0 30 < 9 1 - 13 - A _-18.9 z Longitudinal AN Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 0 0 For 5I: 1 ft2=0.0929 m2, I mph=0.447 m/s,I degree of angle=0.01745 rad,I paf=47.88 N/0. -0' m Notes: r Pressures for roof angles from 5 to 20 degrees shall be Interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building In accordance with Figure 1606.2(c). c3 If pressure is loss than 0,use 0. P 4 Pressures shell be applied In accordance with Figure 1608.2(b). O Z DATE: Sheet_ of - 6) tm.J&t-4 s tfw-tw.c. , v s Hoc, - 2,00i crkta-6k �Jr' s ate, cJA^- fk►.rP-JVV% a s qO UO tats Balding,simple diaphragm:A building which complies 4 4 LO OMnE HAL with all of the following conditions: I. enclosed building, - 46 3 2 roman roof height,h,less than or equal to 60 ft(18 rn , 4e UMAL 3. mean roof height,h, does not exceed least horizon- sZMM tal dimension, ANNA 4. building has an approximately symmetrical cross section, ZOO I building has no expansion joints or structural sepa- rations epa rations within the building, fe�<� 2a 6. wind loads are transmitted through floor and roof 'E diaphragms to the vertical lateral-force-resisting _ systema,and. woom oM=Cn m RJ►Ncaa 7. if the kddhrg has moment-resisting frames, roof slopes do not ww"d 30%. 1�MIE no road M4 M O OIA M" MIlOMWOJbOF rMNorrumnpoF IILLI I I _TTl � - moor LJz LA ---- w _._. L mJvavesaeEnoN LONOmJD*IALELE%M M . fA9111a reaaa. AFFidCAMM of wM VXW paws RMONl1 M systen Lows Fal 300"M APHNA®MI MINLJflM11 M TAa jig"= HEMAND!1<OSMIN�AQiNit118tlfr Blrs Ywr awdWAS Roof Mdpht B e 0 15 1.00 1.21 IA7 20 1.00 1.29 133 23 1.00 1.33 1.61 30 1.00 1.40 1- 35 1.05 1.45 1.70 40 1.09 1.49 1.74 43 1.12 1.33 1.78 30 1.16 136 1.81 33 1.19 1.39 1.34 6o 1.73 1 1.62 t37 ML ns tobb.ob=*Ad bo ad mood fora w oxpow sd bigbu bt rMpltYs by tb j&M 4@reek.K �tGt4WYU Or S W ki CM r ay- Li 4 � t � y s s r � _ Wfb10. o EOI Z t I •` _---------- -- kit) « obi ki0 n � "Q pit, V 0 y dl v c= O , 5 BE !q L X Project Name: ELECTRICAL - LOT 22 HIDDEN PARADISE SECOND FLOOR BESTCON, Inc. SCALE. 1/4 — 1 FT 1484 Laurel Wayis 1�tf1��x� !antic Beach, Florida 32233 CRC 422365 PAGE 5A EXTERIOR OR INTERIOR WALLS JYAt1 w V11�w wfw w t wV.T.M." RDM *Tw 4R »L T�w .!r 11 M(1 No. (fit) (ft) (ft) (lb) (Ibfft) (1blft) (ft) (M,) (unitio"Y (Ib) (ft) .3440 Z1t S l A NIA -02. 13 NIA da 14 OtA N 011 to�ll2~ $ to y to 13$ N th to PIA s � ALWAYS EQUAL TO W ICH IS VMM MACNIFYMV6 FAC TM ___ —ACM At PANEL MMES AND OWNER: SPEC Lot 22 Hidden Paradise SPECIFICATIONS October 1,2003 BUILDER: BEWTCON,Inc. CONSTRUCTION JOB ADDRESS: Lot 22 Hidden Paradise Marsh View Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance","Owner Choice",Not Applicable"N/A",None. 1. FOUNDATION: Not Agglicable-Monolithic Slab FOOTING-Concrete Mix or PSI:NA Slump:NA Width:N/A Depth:N/A I Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FOUNDATION WALL-Material:N/A If Concrete Block-Size:N/A Concrete Mix or PSI:N/A Slump:N/A Width:N/A Beam Pocket Size:N/A Reinforcing:N/A Number:N/A Spacing:N/A N/A PIERS-Concrete Mix or PSI:N/A Slump:N/A Diameter N/A Depth:NIA Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:N/A Size:N/A I Spacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Length:N/A Depth:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A FOUNDATION WINDOWS:N/A Size:N/A FOUNDATION DOORS:N/A Size:N/A CRAWL SPACE-Ground Cover:N/A Vents:N/A Access:N/A Drain:N/A DRAIN TILE-Material/Size:N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier:NIA Foundation Insulation:N/A R-Value:N/A Found.Bolt/Size:N/A Spacing:N/A Termite Protection:N/A GIRDERS-Material:N/A Size:N/A Span:N/A COLUMNS-Material:N/A Size:N/A Spacing:N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 1 OWNER: SPEC Lot 22 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A Finish&Curing Compound/Sealer:N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump:3" Thickness:4" Reinforcing:Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI:2500 7 Slump:3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI:2500 1 Slump:3 Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:3' wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 8' x 10' Finish&Curing Compound/Sealer:Broom DRIVEWAY-Concrete Mix or PSI:2500 r Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 16' wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing:2-#5 at perimeter FOUNDATION BOLTS-Spacing: ''/z" x 10" 32" O.C. Location:At perimeter EXPANSION JOINTS-Type:None Location:N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3.FRAMING: Framing Labor: Framing includes the installation of mud sill plates;rim joists; floor joists; sub flooring;plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough flaming materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt;rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; flaming for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders;deck floor joists and flooring;deck handrail and seating;deck stairjacks,treads and risers. BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F132250 10/1/2003 CRC-022365 2 OWNER: SPEC Lot 22 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield:N/A Bridging Material:N/A Joist Hangers:N/A SubFloor Material:N/A Size:N/A Glue:N/A Underlayment Material:N/A Size:N/A Glue:N/A Wall Sheathing Material:7/16" O.S.B Size:4'x8' Corner Brace Material:N/A Wall Siding Material:CERTAINTEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies Rear) Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 8 Flitch Plate Material/Size:N/A Bolts:N/A Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized Windows:8d galvanized Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A NIA N/A 2nd Floor-Floor Joists NIA N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x 12 N/A 16' Beams N/A N/A NIA N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A - N/A BESTCON,Ina 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 3 OWNER: SPEC Lot 22 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative him Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl =GableVents:None 4.WINDOWS: Manufacturer/Style:KINCO MARK 50 Material:Aluminum Insulated Glass:5/8" Screens:Fiberglass Storms:N/A Grilles:Muntins on all windows and sliding glass doors Shutters:N/A 5.ROOFING: Shingles Material:TAMKO Fiberglass Grade:20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing:N/A Chimney Counter Flashing:N/A Valley Flashing:26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 4 OWNER: SPEC Lot 22 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor NIA Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A NIA N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 218" 1-3/4" Stanley Shding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 5 OWNER: SPEC Lot 22 Hidden Paradise 8.INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-112" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Masonite WAP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10!1/2003 CRC-022365 6 OWNER: SPEC Lot 22 Hidden Paradise 10.INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock ''/2" Nailed,Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture %2 " Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings:Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over "High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F132250 10/1/2003 CRC-022365 7 OWNER: SPEC Lot 22 Hidden Paradise 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12.MASONRY: MORTAR MIX:N/A FACE BRICK/STONE,Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE BRICK/STONE,Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump:N/A Cleanout:N/A Flue Tile&Size:N/A Fireplace Lining Material:N/A Hearth Size:N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX:Masonry Finish:Textured Thickness: 5/8" No.of Coats:3 Mortar Color/Painted:Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only 13.HEATING: Gas Furnaces shall have an AFUE of 80%or above.Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat:Electric Heating Brand Name,Model,Size: Heating Brand Name,Model,Size: Heat Pump/Air Conditioner Brand Name,Model, Size: JANITROL C/U CPKE30-IA A/H A30-05 Evaporator Coil,Brand Name,Model,Size:N/A Thermostat,Make,Type: SECO BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F132250 10/1/2003 CRC-022365 8 OWNER: SPEC Lot 22 Hidden Paradise Supply Ductwork Material:Fiberglass R-6 There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material:Fiberglass R-6 Insulated returns:Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style,&Number: CODY One-way throw-11 Grilles Brand Name,Style,&Number: CODY Flue Material:N/A Size:N/A Humidifier Brand Name,&Model:N/A Electronic Air Cleaner Brand Name,&Model:N/A Baseboard Heat Brand Name,Model&Numbers:N/A Stove Vent:N/A Dryer Vent:4"metal Bath Vents:3" diameter aluminum Flue Cap:N/A Other: Bath vents in Hall Bath ONLY 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach TPrivate:N/A Disposal Field:N/A Water Supply-Public: City of Jacksonville Beach Private:N/A Pressure Reducing Valve-Make&Model:N/A Gas Supply-Public:N/A Private:N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 9 OWNER: SPEC Lot 22 Hidden Paradise Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue %" House to Bathrooms CPVC SCD40 Glue 3/4"TO '/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO V2" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/."TO 1/z" House to Ice Maker N/A Other Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 10 OWNER: SPEC Lot 22 Hidden Paradise Bathroom-Fixtures Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A62W 1448LHP/H71/A H 72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A22 2521 LHP/H22/ WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house Location,Soft Water.N/A Other BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 11 OWNER: SPEC Lot 22 Hidden Paradise Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink Elier C11 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No.of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Name-Switches: Levington Receptacles:Levington Cover Plates:Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 12 OWNER: SPEC Lot 22 Hidden Paradise 220 13i h Volta a Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low VoltaLe Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC 022365 13 OWNER: SPEC Lot 22 Hidden Paradise 110 Volta a Whing Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dinmg/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10!112003 CRC-022365 14 OWNER: SPEC Lot 22 Hidden Paradise 110 Volta Le irigDetail continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU I 1 1 Storage Room Unfmished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Su lied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch(O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10!1/2003 CRC-022365 15 OWNER: SPEC Lot 22 Hidden Paradise 16. PAINTING: PAINT,EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2:N/A Siding:Vinyl Trim:Vinyl Doors:Owner's Choice Windows:N/A Deck:N/A Garage Doors:To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area:NIA Number of Coats:N/A Ceilings: Popcorn texture Number of Coats:N/A Garage Walls: Swiss Coffee L-4 Number of Coats:2 Basements Walls:N/A Number of Coats:N/A Floors:N/A Number of Coats:N/A Ceilings:N/A Number of Coats:N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain,Finish,and Number of Coats Interior Millwork:N/A Paint and Number of Coats Cabinets:N/A Stain and Number of Coats Cabinets:N/A 17.GUTTERS AND DOWNSPOUTS: NONE Material:N/A Gage or Weight:N/A Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 16 OWNER: SPEC Lot 22 Hidden Paradise 18.CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0" AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment { Walls: Thin set over 1 /2"MR Sheetrock Grout: Owners' Choice Other 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:Pre-wire ONLY Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets:2 Number of Television Outlets:3 Burglar Alarm Brand Name&Model: N/A Other: BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 17 OWNER: SPEC Lot 22 Hidden Paradise 20.LOT GRADING and LANDSCAPING: Lot will be final graded for pr2per drainage after or near cop letion of the house. Square footage and type of sod: 3,000 SF of Floritam St.Augustine Number and species of plants: 30-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other. 21. SURVEY:Final survey shall be given to Buyers at closing,showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor,Refrigerator N/A N/A Cabinets,Vanities,Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors,Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding,Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23.PORCHES,DECKS, GREENHOUSE:N/A 24.MISCELLANEOUS:NSA BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 10/1/2003 CRC-022365 18 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 22 Hidden Paradise Builder: Bestcon Homes Address: Lot 22 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 11.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 11.00 _ 6. Conditioned floor area(ft2) 2508 ft2 c. N/A 7. Glass area&type Single Pane Double Pane _ - a. Clear glass,default U-factor 0.0 ft2 458.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.30 8. Floor types _ b. Electric Heat Pump Cap:24.0 kBtu/hr a. Slab-On-Grade Edge Insulation R=0.0, 181.0(p)ft _ HSPF:7.30 b. N/A _ a N/A c. N/A 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0,916.0 ft2 _ a. Electric Resistance Cap:50.0 gallons b. Frame,Wood,Exterior R=11.0, 1164.0 112 _ EF:0.91 c. Frame,Wood,Adjacent R=11.0,323.0 ft2 _ b.N/A d.N/A e. N/A c. Conservation credits 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1604.0 W _ DHP-Dedicated heat pump) b. Under Attic R=19.0, 136.0 112 _ 15. HVAC credits MZ-C,MZ-H c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Con. Ret:Con. AH:Garage Sup.R=6.0, 175.0 ft _ PT-Programmable Thermostat, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 150.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) PASS � Glass/Floor Area: 0.18 Total as-built points: 36816 Total base points: 37323 hereby certify that the plans and specifications covered I Review of the plans and T14E ST by this calculation are in compliance with the Florida specifications covered by this yon = 4J,0, Energy Code. calculation indicates compliance '` PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: 0 S this building will be inspected for I hereby certify that this buildin as designed, is in compliance with Section 553.908 f't'c met compliance wit orid eray Cod Florida Statutes. °D OWNE AGEN BUILDING OFFICIAL: DATE: DATE: O EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 22 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2508.0 20.04 9046.9 Double,Clear S 9.0 6.0 36.0 35.87 0.47 611.0 Double,Clear S 9.0 6.0 7.0 35.87 0.47 118.8 Double,Clear E 1.5 18.0 21.0 42.06 1.00 879.4 Double,Clear E 1.5 20.0 6.0 42.06 1.00 251.4 Double,Clear E 1.5 12.0 36.0 42.06 0.99 1500.8 Double,Clear N 1.5 6.0 64.0 19.20 0.94 1153.4 Double,Clear N 1.5 6.0 48.0 19.20 0.94 865.1 Double,Clear N 1.5 6.0 36.0 19.20 0.94 648.8 Double,Clear W 1.5 6.0 90.0 38.52 0.91 3166.8 Double,Clear W 1.5 18.0 6.0 38.52 1.00 230.2 Double,Clear S 1.5 6.0 30.0 35.87 0.86 921.2 Double,Clear S 1.5 6.0 6.0 35.87 0.86 184.2 Double,Clear E 1.5 6.0 30.0 42.06 0.91 1151.8 Double,Clear W 1.5 6.0 30.0 38.52 0.91 1055.6 Double,Clear W 1.5 6.0 12.0 38.52 0.91 422.2 As-Built Total: 458.0 13160.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 323.0 0.70 226.1 Frame,Wood, Exterior 11.0 916.0 1.70 1557.2 Exterior 2080.0 1.70 3536.0 Frame,Wood, Exterior 11.0 1164.0 1.70 1978.8 Frame,Wood,Adjacent 11.0 323.0 0.70 226.1 Base Total: 2403.0 3762.1 As-Built Total: 2403.0 3762.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1574.0 1.73 2723.0 Under Attic 30.0 1604.0 1.73 X 1.00 2774.9 Under Attic 19.0 136.0 2.34 X 1.00 318.2 Base Total: 1574.0 2723.0 As-Built Total: 1740.0 3093.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 181.0(p) -37.0 -6697.0 Slab-On-Grade Edge Insulation 0.0 181.0(p -41.20 -7457.2 Raised 0.0 0.00 0.0 Base Total: -6697.0 1 As-Built Total: 181.0 -7457.2 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 22 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2508.0 10.21 25606.7 2508.0 10.21 25606.7 Summer Base Points: 34615.4 Summer As-Built Points: 38339.2 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 38339.2 0.600 (1.000 x 1.147 x 1.00) 0.310 0.950 7748.1 38339.2 0.400 (1.090 x 1.147 x 0.91) 0.310 0.950 5165.4 34615.4 0.4266 14766.9 38339.2 1.00 1.143 0.310 0.950 12913.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 22 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2508.0 12.74 5751.3 Double,Clear S 9.0 6.0 36.0 13.30 3.28 1567.9 Double,Clear S 9.0 6.0 7.0 13.30 3.28 304.9 Double, Clear E 1.5 18.0 21.0 18.79 1.01 396.7 Double,Clear E 1.5 20.0 6.0 18.79 1.00 113.3 Double,Clear E 1.5 12.0 36.0 18.79 1.01 682.2 Double,Clear N 1.5 6.0 64.0 24.58 1.00 1576.7 Double,Clear N 1.5 6.0 48.0 24.58 1.00 1182.6 Double,Clear N 1.5 6.0 36.0 24.58 1.00 886.9 Double,Clear W 1.5 6.0 90.0 20.73 1.02 1909.3 Double,Clear W 1.5 18.0 6.0 20.73 1.00 124.5 Double, Clear S 1.5 6.0 30.0 13.30 1.12 445.8 Double,Clear S 1.5 6.0 6.0 13.30 1.12 89.2 Double, Clear E 1.5 6.0 30.0 18.79 1.04 583.8 Double,Clear W 1.5 6.0 30.0 20.73 1.02 636.4 Double,Clear W 1.5 6.0 12.0 20.73 1.02 254.6 As-Built Total: 458.0 10754.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 323.0 3.60 1162.8 Frame,Wood, Exterior 11.0 916.0 3.70 3389.2 Exterior 2080.0 3.70 7696.0 Frame,Wood, Exterior 11.0 1164.0 3.70 4306.8 Frame,Wood,Adjacent 11.0 323.0 3.60 1162.8 Base Total: 2403.0 8858.8 As-Built Total: 2403.0 8858.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As-Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1574.0 2.05 3226.7 Under Attic 30.0 1604.0 2.05 X 1.00 3288.2 Under Attic 19.0 136.0 2.70 X 1.00 367.2 Base Total: 1574.0 3226.7 As-Built Total: 1740.0 3655.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 181,0(p) 8.9 1610.9 Slab-On-Grade Edge Insulation 0.0 181.0(p 18.80 3402.8 Raised 0.0 0.00 0.0 Base Total: 1610.9 1 As-Built Total: 181.0 3402.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 22 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2508.0 -0.59 -1479.7 2508.0 -0.59 -1479.7 Winter Base Points: 18444.8 Winter As-Built Points: 25668.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25668.9 0.600 (1.000 x 1.169 x 1.00) 0.467 0.950 7968.2 25668.9 0.400 (1.069 x 1.169 x 0.93) 0.467 0.950 5312.1 18444.8 0.6274 11572.3 25668.9 1.00 1.166 0.467 0.950 13280.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 22 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 14767 11572 10984 373231 12914 13280 10622 36816 PASS O�TIiE ST,1?4V 0� i EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 22 Hidden Paradise,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK - - - _ - - Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sg.ft.door area. — - _ - - Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, penetrations and seams. plane_ p_- P Ceilings 1606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling of to floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses___ - 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. _6A-22 OTHER-PRESCRIPTIVE MEASURES(must be met or exceeded-by all residences.1 - COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal - efficiencyof 78%. 9 p Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems i 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT"^ DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.8 The higher the score,the more efficient the home. Lot 22 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 1 , SEER: 11.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. is this a worst case? Yes _ SEER: 11.00 _ 6. Conditioned floor area(112) 2508 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane _ a. Clear-single pane 0.0 ft2 458.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:7.30 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types _ HSPF:7.30 _ a. Slab-On-Grade Edge Insulation R=0.0, 181.0(p)It _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,916.0 ft2 EF:0.91 _ b. Frame,Wood,Exterior R=11.0, 1164.0 ft2 _ b. N/A _ c. Frame,Wood,Adjacent R=11.0,323.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,1604.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b. Under Attic R=19.0, 136.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Garage Sup.R=6.0, 175.0 It _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 150.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) -IRE sT in this home before ft spection. Otherwise,a new EPL Display Card will be completed yo �T�0 based on installed Code c pliant features. Builder Signature: v Date: Address of New Home: '� /J P11�4164 City/FL Zip:a7lQ/'b&�-&-��zo c4 rl, D WE�5� *NOTE.- The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'Mdesignation), your home may qualms for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems sob: 1oif5103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net ------------------------- For: Bestcon Homes Lot 22 Hidden Paradise,Atlantic Beach, FI Notes: Weather: Jacksonvi le,Mayport Naval,FL,US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26656 Btuh Structure 27650 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 26656 Btuh Use mfg.data n Rate/swing multiplier 0.97 Infiltration Total lens. equip.load 26820 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling infittration 4967 Btuh Area (ftz) 1574 1574 Total latent equip.load 5657 Btuh Volume(ft3) 14166 14166 Air changes/hour 0.84 0.48 Total equipment load 32477 Btuh Equiv.AVF(cfm) 198 113 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency Na Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat nla Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w1r1Cj"1tsc3ft Right-Sude Residential—5.0.66 RSR29784 2003-Oct-05 09:13:40 w+ CADocuments and Settings\customerwy DocumentsdWrightsofttBestcon Lt 22 Hidden Paradise AU Bch.rs Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 1015103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax.904-287-1258 Email.energydesign@comcast.net For: Bestcon Homes Lot 22 Hidden Paradise,Atlantic Beach, FI Notes: IE afill 7012211,111, s Weather: Jacksonville,Mayport Naval,FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 9362 Btuh Structure 13328 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 9362 Btuh Use mfq.data n Rate/swing multiplier 0.97 Infiltration Total sens. equip.load 12928 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating. Coolmg Infiltration 1375 Btuh Area(ft2) 934 934 Total latent equip. load 2065 Btuh Volume(ft") 7472 7472 Air changes/hour 0.44 0.25 Total equipment load 14994 Btuh Equiv.AVF(cfm) 55 31 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr14g1-1tsoft Right-Suite Residential—5.0.66 RSR29784 2003-Oct-05 09:13:40 ,C—Ck C.\Documents and Settings\custcmer\My Documents\Wrightsott\Bestcon Lt 22 Hidden Paradise Ab Bch.rs Page 2 RIGHTmJ SHORT FORM Zone One Energy Design Systems Job: 10/5103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone.904-287-5339 Fax.904-287-1258 Email.energydesign@comcast.net Proiecti # # For: Bestcon Homes Lot 22 Hidden Paradise,Atlantic Beach, FI !� - s • s Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Na Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Stuh) (cfm) (cfm) First Floor 1574 26656 27650 1451 1323 Zone One n p 1574 26656 27650 1451 1323 Ventilation air 0 0 Equip. @ 0.97 RSM 26820 Latent cooling 5657 TOTALS 1574 26656 32477 1451 1323 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightSoft Right-Suite ResidentialTM 5.0.66 RSR29784 2003-Oct-05 0913:40 CADocuments and SettingslcustomerWy DocumentslWrightsoftlBestcon Lt 22 Hidden Paradise Atl Bch.rs Page 1 PAGE 1 Date : 09/08/2003 MANNING BUILDING SUPPLY LOG # : C0661F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name : PLAN 1574 Address : 1484 LOURAL WAY Address : LOT 22 HIDDEN PARADISE vp ATLANTIC BEACH 32233 Designer: KEN ----------------------------------------------------------------------------- Left Qtyl Span O.H. I Right I Description ----------------------------------------------------------------------------- 1 20 ' 116" 116" Al 1 7111118 116" 0 ' A2 1 7111118 11611 0 ' A3 5 7111118 116" 0 ' A4 !" 1 7111118 11611 0 ' A5 2 3 ' 5"8 1 ' 6° 0 ' A6 2 510111 211117 0 ' 510111 H/J 8 317" 116" 0 ' 3-7" E/J 4 3 ' 11611 0 ' 3 ' C/J 4 1 ' 116" 0 ' 1 ' C/J 10 1114118 0 ' 0 ' F1 5 5 ' 11"8 0 ' 0 ' F2 2 6 ' 3" 0 ' 0 ' F3 1 316" 0 ' 0 ' F4 !■ 3 1318" 0 ' 0 ' F5 7 13 ' 11" 0 ' 0 ' F6 1 1318" 0 ' 0 ' F7 o, 8 14 ' 11"8 0 ' 0 ' F8 2 1512118 0 ' 0 ' F9 1 1512118 0 ' 0 ' F10 ** Hardware Floor ** 9 A HUS26 1-ply Truss Hanger 1 C HGUS28-2 2-ply Truss Hanger 28 THA422 SY42 Hanger 2 HGUS412* 2-ply GPLam Hanger 1 HGUS7 .25/12* 4-ply GPLam Hanger ** Beams ** 2 7 BM-1 GPLAM 16" 2 6 BM-2 GPLAM 16" 2 18 BM-3 GPLAM 16" 3 22 BM-4 GPLAM 16" 4 22 BM-5 GPLAM 16" ---------- ---------------------------------------------- ------------ - -------- 54 - Trusses 41 - # of Hardware 0 - # of I-Joist I„ 0 - Piggy' s 18 - Jacks 13 - # of Beams 0 - # of Rim Board --------------------- 72 - Total Trusses 14'4" ---�--4' --{ i . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT LL � a: Q ¢ CE ACCORDANCE WITH THIS LAYOUT 9Rn i° 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER F3 4. APPROVED BY r _ m N ¢ APPROVAL DATE= m DEL. DATE 1 Ll. Li- �, � 8/12 PITCH 18 °° OH SO/CUT m pm BEAM 3 16 '° DEEP SY42 FLOOR TRUSSES co JOB = CO661F 7k CUSTOMER : BESTCON INC LOC = LOT 22 HIDDEN PARADISE W 0 DESIGNER : KEN PARKER I. i; BLACK WALLS = 9 ' 1 "2 PLT HGHT j BLUE WALLS = 10 ' 1 "2 PLT HGHT i6'4" p pp sp op I op k op a MANNING BUILDING SUPPLY KEN 8 Sep 200310:52 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0661 F.FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark# : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5",565 psi 3.5",565 psi 6'31/2" LOADS Project Design Loads:Floor. Live=40 psf,Dead=15 psf,-Roof:Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info go 1 Span Carried(psf) 42 30 125% 0 0101, 6'3 1/2" 3'6"s.c.(Slope:8.0/12) -CRY A6 2 Uniform(plf) 100 0 100% 0 010" 6'3 1/2" WALL 3 Span Carried(psf) 42 30 125% 0 0101, 6'3 1/2" 16'6"s.c.-CRY F2 4 Uniform(plf) 0 0 100% 0 010" 6'3 1/2" Uniform(plf) 15 0 0 0 63 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1696 1696 Max 125% 944 944 Min R'n 752 752 Min 125% 944 944 DL R'n 752 752 Aw Min Brg(in.) 1.50 1.50 [Based on bearing stress below) Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio p V(Ibs) 898 1 0'2" 41 13300 125% 0.07 M(ft-lbs) 2667 1 3-2- 41 44445 125% 0.06 LtRn(lbs) 1696 0 010. 41 6921 100% 0.24 See Note#5 RtRn(lbs) 1696 0 6'4' 41 6921 100% 0.24 See Note#5 LLDefl(in.) 0.01 1 3-2" 41 0.21 L/10397 TLDefl in. 0.01 1 3'2' 71 0.31 L/5786 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User + ► G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. ► 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only, 1s 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max(min reaction. 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%.12+133%, 110=D+Commercial Ld(100%) 14. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL) I MANNING BUILDING SUPPLY KEN 8 Sep 2003 10:53 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 g. FASTBeam@ Engineering Analysis @1996_-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project: C0661 F.FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark# : BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5'.565 psi 3.5".565 psi 5,d. - 1 OPP LOADS Project Design Loads:Floor. Live=40 psf,Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101. 5'4" 6'0"s.c.-CRY F2 2 Span Carried(psf) 55 40 100% 0 0'0" 5-4" 14'0"s.c.-CRY F5 3 Uniform(plf) 0 0 100% 0 010" 5'4" Uniform(plf) 15 0 0 0 5-4" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1506 1506 Max 100% 1067 1067 Min R'n 439 439 Min 100% 1067 1067 DL R'n 439 439 Min Brg(in.) 1.50 1.50 (Based on bearing stress below] on Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 670 1 5'2' 21 10640 100% 0.06 M(ft-lbs) 2007 1 2'8" 21 35556 100% 0.06 LtRn(lbs) 1506 0 010.1 21 6921 100% 0.22 See Note#5 RtRn(lbs) 1506 0 5'4' 21 6921 100% 0.22 See Note#5 LLDefl(in.) 0.01 1 2'8" 21 0.18 U11037 TLDefl(in.) 0.01 1 2-8- 21 0.27 U7820 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression rw edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verirred(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o1c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%, 50=D+133%,60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLY KEN 8 Sep 2003 10:55 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project: C0661 F.FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark#: BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5",565 psi Li 3.5",565 psi 3.5",565 psi 9'3" T TO 1/2" � T LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psi, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 10 1 Span Carried(psf) 55 40 100% 0 010.1 16'3 1/2" 15'0"s.c.-CRY F8 2 Span Carried(psf) 55 40 100% 0 12'0" 16'3 1/2" 6'0"s.c.-CRY F2 3 Uniform(plf) 0 0 100% 0 010" 16'3 1/2" Uniform(plf) 15 0 0 0 16'3 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 * * ow 2 3 SUPPORTS(Ibs) 1 2 3 Max R'n 1686 4575 1721 Max 100% 1213 3224 1289 Min R'n 377 1351 203 Min 100% -95 1434 -229 ow DL R'n 473 1351 432 Min Brg(in.) 1.50 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1662 1 9'1" 21 10640 100% 0.16 M(ft-lbs) 3537 1 9131. 21 35556 100% 0.10 LtRn(lbs) 1686 0 0'0" 22 6921 100% 0.24 See Note#5 RtRn(lbs) 1721 0 16'4" 23 6921 100% 0.25 See Note#5 IntRn(lbs) 4575 0 9-3- 21 6921 100% 0.66 See Note#5 LLDefI(in.) 0.02 1 4-8" 22 0.31 U5431 TLDefl(in.) 0.03 1 4-8" 22 0.46 U4008 LLDefl(in.) 0.01 2 3'6' 23 0.23 U7426 TLDefl(in.) 0.01 2 3'6' 23 0.35 U5794 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User „ G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. M 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=A 20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133%.12, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 1 00 MANNING BUILDING SUPPLY KEN 8 Sep 2003 10:55 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 13.Group=Load Combination Number+Load Pattern number.(For simple an,Load pattern=1 for LL 0 for DL). op �R air po MANNING BUILDING SUPPLY KEN 8 Sep 2003 10:59 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0661F.FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark#: BEAM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 PP Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5",565 psi 5.5",625 psi 3.5",565 psi P 16'4114" 4'11 114" PP LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,-Roof-Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 1721 1252 100% 0 15'0" CRY BM-3 pa 2 Uniform(plf) 100 0 100% 0 010" 21'3 1/2" WALL 3 Span Carried(psf) 42 30 125% 0 0'0" 21'3 1/2" 16'4"s.c.(Slope:8.0/12) -CRY H2 4 Span Carried(psf) 42 30 125% 0 010.1 21'3 1/2" 21'4"s.c.-CRY G4 5 Uniform(pif) 0 0 100% 0 010" 21'3 1/2" Uniform(plf) 22 0 0 0 21'3 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span LOAD PATTERNS(*=span loaded) 1 2 PP 1 2 3 PP SUPPORTS(Ibs) 1 2 3 Max R'n 6343 17751 374 Max 100% 40 1421 0 Max 125% 3818 9570 1322 OP Min R'n 2463 6760 -3815 Min 100% 0 0 -210 Min 125% -22 1490 -2657 DL R'n 2485 6760 -1383 Min Brg(in.) 2.14 5.41 1.50 [Based on bearing stress below] Brg Str(psi) 565 625 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8898 1 16'2" 71 19950 125% 0.45 M(ft-lbs) 23680 1 16'4" 71 66668 125% 0.36 LtRn(lbs) 6343 0 010.1 72 10382 100% 0.61 See Note#5 RtRn(lbs) 374 0 21-4" 43 10382 100% 0.04 See Note#5 lntRn(lbs) 17751 0 164" 71 18047 100% 0.98 See Note#5 LLDefi(in.) 0.17 1 8-2- 72 0.55 01122 TLDefl(in.) 0.29 1 8'2" 72 0.82 U688 LLDefl(in.) -0.01 2 2'6" 72 0.16 U5868 40 TLDefl(in.) -0.01 2 2'6" 72 0.25 04291 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. NP 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Provide approved uplift resistance at supports with negative reactions. 8 Sep 2003 10:59 am MANNING BUILDING SUPPLY KEN 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 10. Verify that load is applied at top or equally from both sides. 11.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 12.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations:10=D, 20=D+100%,30=D+115%,40=D+125%, 50=0+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%•/2+133%, 110=D+Commercial Ld(100%) 15. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) 00 its 8 Sep 200311:02 am MANNING BUILDING SUPPLY KEN 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Gemi2-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project: C0661 F,FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark#: BEAM 5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No ' 3.5",565 psi 3.5",565 psi 20'7 112" : LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,•Roof:Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.0.. 20'7 1/2" 12'0"s.c.-CRY F1 "' 2 Uniform(plf) 100 0 100% 0 0'0" 20'7 1/2" WALL 3 Span Carried(psf) 42 30 125% 00'0" 14'4" 8'0"s.c.(Slope:8.0/12) -CRY A4 4 Span Carried(psf) 42 30 125% 0 010. 14-4" 12'0"s.c.-CRY E2 5 Concentrated(lbs) 2332 1696 100% 0 14-4" CRY A5 0-0 6 Uniform(plf) 0 0 100% 0 0'0" 20'7 1/2" Uniform(plf) 29 0 0 0 20'7 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 9465 8496 Max 100% 2992 3654 Max 125% 2806 1494 Min R'n 3667 3348 Min 100% 2992 3654 Min 125% 2806 1494 DL R'n 3667 3348 Min Brg(in.) 2.39 2.15 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8173 1 1'6" 71 26600 125% 0.31 M(ft-lbs) 50347 1 10'4" 71 88890 125% 0.57 LtRn(lbs) 9465 0 0.0. 71 13842 100% 0.68 See Note#5 RtRn(lbs) 8496 0 20-8" 71 13842 100% 0.61 See Note#5 LLDefl(in.) 0.51 1 10'4" 71 0.69 L/482 PP TLDefI(in.) 0.83 1 10'4" 71 1.03 U298 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 13. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) PRODUCTS HARDWARE SCHEDULE 6/4/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 1 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R 26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUL/R 210 63 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G ILSSU210 60 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 60 995 1145 1 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 1 THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange J THA422 L/R 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' K SUL/R 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' L ILSSU410 60 2430 1 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies L LSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies M IUT312 69 1110 1390 245 (10)16d (2)10dx1,5 I-JOIST Face Mount 2.5" N HU312-2 70 2145 2680 1085 (16)16d (6)10d I-JOIST 2 Ply Face Mount O IUT412 70 1110 1390 1 255 (10)10d (2)10dx1.5 WOIST Face Mount 3.5" P MIT316 83 2400 - - 6)16d (2)1 0dx1.5 I-JOIST Top Mount 2.5" Q ISUUR 310 63 1860 2330 765 (14)16d (6)10 x1.5 I-JOIST Skewed 45' R SUL/R 314 63 2395 2500 1150 (18)16d 8 10dx1.5 I-JOIST Skewed 45' S ILSSUH310 60 2295 2295 1150 18)16d (12)10dx1.5 I-JOIST Sloped-varies S ILSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies T JHU11 71 2950 3685 865 (22)16d (6)10 x1.5 1 PLY LVL Min. Load T jHU11 71 4020 4405 1440 30)16d 1010dx1.5 1 PLY LVL Max. Load U IHGUS48 103 6805 7925 3220 (36)16d 12 16d 2 PLY LVL V HGUS412 103 9155 9155 4055 (56)16d (20)16d 2 PLY LVL W HGUS412 L 103+149 5035 5035 2028 56)16d 20)16d 2 PLY LVL Skewed 45' Lf W HGUS412 R 103+149 5035 5035 2028 (56)16d 20)16d 2 PLY LVL Skewed 45' Rt aw X HUC412 71 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Y HGUS5.50/12 72 9155 9155 4055 56)16d 20 16d 3 PLY LVL Z HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL fop UL1 H16S 134 - - 1470 10)10d x 1.5 (2)1 0dx1.5 Tie Down Short UL2 H16 134 - - 1470 (10)10d x 1.5 2)10dx1.5 Tie Down Lon UL3 H16-2 134 - - 1470 10)10d x 1.5 (2)10dx1.5 Tie Down 2 PIv Truss UL4 IMTS12 131 - - 1000 (7)1 Od (7)10d Tie Down Twist Strap 12" UL5 IHTS20 131 - - 1450 12)10d (12)10d Tie Down Twist Strap 20" UL6 IMSTA36 127 1495 2135 see Left (13)10d 13)10d Tie Down Flat Strap 36" UL7 JMGT 122+136 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PHD5 20 - - - 14 SDS1/4X3 Add UL7 Tie Down Add UL7 UL8 PHD5 20 - - 4685 Threaded Rod Tie Down TSB2-24 115 (4)10dx1.5 Brace Truss Spacer Face Mount Hangers - Plated Truss Products Min. Fasteners Doug-Fir Larch/Se.Pine Spruce-Pine-Fir 1011P- Madel Heel Allowable Loads Allowable Loads No. Height Carrying Carried Uplift Floor Snow Const Uplift Floor Snow Const HUS26 with Reduced Heel Height L Member I Member (133) (100) (115) (125) (133) (100) {115) (125) 31/2 1 6-16d 4-16d 1135 1265 1 14551 1580 925 1050 1210 1315 HUS26 31/z 1 10-16d 4-16d 1135 11800 1 20701 2245 9251510 17351 1890 4% 14-16d 6-1 6d 1550 2565 2950 3205 1390 2155 2480 2540 "+ Itlt if Min. Dimensions Fasteners tjifjtt� Model No. Heel Ga W H Carrying Carried B •1 tottotte Height Member Member .�` ttpCttit – SINGLE 2x SIZES piltttjl° LUS24W2 % 3y 1y,, 4-10d 1 2-10–d plitltf d I°o RIM LUS264/, 1Y,, 4-10d 4-1Od b Po v I HUS265y 3 14-16d 6 16d Typical HUS <,�a HGUS25% 5 20-16d 8-16d Installationwith ReducedHGUS27X, 5 36-16d 10-16d LUS28 6 1/ 6-10d 4-1Od Heel Height HUS28 6y 16 1% 7 3 22-16d 8-16d LUS210 4y 18 15{, 1�/, 8-1Od 4-1Od HUS210 8% 16 1% 9 3 30-16d 10-1 6d Madel AvgH(1P3N1i3ft) ug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads No. Ult Uplift' Floor Snow const Uplift' Uplift, Floor Snow Const Uplift' Uplift' Floor Snow Const (I 6a), (100) 1 (115) 1 (125) 1 (133) (150) (100) (115) (125) (133) (150) i (100) (115) 1 (125) SINGLE 2x SIZES LUS24 38501 4651 490 1 640 1 7351 800 490 1 490 1 690 795 865 390 465 540 625 675 LUS26 51671 19301 11151 830 1 9551 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 1 780 935 890 1025 1115 HU128 13167 2000 2000 3585 3700 3775 2000_ 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 15951 1010 1165 1 1380 1590 1 1725 1 780 935 1085 1245 1355 HUS210 18833 2845 3000 3775 , 9201 40201 3000 3000 1 3585 3745 385D 1 2320 2780 2745 2870 2955 Model Min. Dimensions Fasteners Avg Doug Fir-Larch/Southem Pine Spruce-Pine-Fir Heel Ga g Allowable Loads Allowable Loads No. Height W H B Carrying Carried UIt Uplift' (160) Floor Snow Cans: Uplift, Uplift' Floor Snow Const. Member Member (133) (160) (100) (115) (125) (133) (180) (100) (115) (125). DOUBLE 2x SIZES LUS24-2 2% 18 3K 3% 2 4-16d 2-16d 5303 565 5651 765 880 960 465 555 640 735 800 LUS26-2 4% 18 3y, 4r% 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025. HHUS26-2 4% 14 3% 5 3 14-16d 6-16d 14687 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 z HGllS26-2 4y 12 3% 5 , 4 20-16d 8-16d 14667 2000 2000[-3755 4320 4695 1865 2000 3185 3660 3980 LUS28-2 41% 18 3y, 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6}4 14 3% 6% 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 514 12 3W, 7X4 4 36-16d 10-16d 25180 26501 2650A[ 5900 7810 2330 2650 5335 6070 6150 LUS210-2 6% 18 3ye 9 2 8-16d 6-16d 10907 1550 1550 2210 1390 1550 1465 1680 1830 HHUS210-2 8% 14 31(, 8% 3 30.16d 10-16d 22167 2855 3000 5900 2330 2795 4385 4795 4875 HGUS210-2 7y 12 3% 9X, 4 46-16d 12-16d 28333 3415 3665 8225 2795 3355 6110 6260 6360 in TRIPLE 2x SIZES c HGUS26-3 4y 12 41% 4y, 4 i20-16d 8-16d 14667 2000 2000' 3755 4320 4695 1865g2795 3185 3660 3980 0 HGUS28 3 53; 112 4+e/e 7y 4 36-16d /0-16d 25780 2650 2650 6245 7185 7810 2330j4385 6135 6665 HGUS210 3 71y„ 12 4+/, 9y 4 46-16d 12-16d 28333 3415 3665 7890 8665 8865 2795 7755 8430 1 HHUS210-3 By 14 4+y„ 9 3 ',30-16d 10.16d 22167 2855 3430 5190 5900 5900 2330 5040 5480 9) QUADRUPLE 2x SIZES 1.Uptitt loads HHUS210-4 8y, 14 6Y 3% 3 30-16d 10-16d 22167 2855 3430 5190 1 5900 5900 2330 2795 4385 1 5040 5480 have been 4x SIZES increased 33% LUS46 4>/ 8 ! 39{, ! 4� 2 4-16d 4-16d 6076 1 1140 1 1165 1000 150 1250 925 1115 820 945 1025 and 60%for HGUS46 41 12 3 4v 1 4 earthquake or �e � i �e �0-16d 9-lfid 251801 22751 27351 3755 4320 4695 1865 2000 31851 3660 3980 HHUS46 4% 14 3% 5yi 3 114-16d 6-16d 14667' 15501 15501 2580 2965 3225 1395 1550 2165 2490 2710 wind loading LUS48 4y 18 "� 6� 2 5-16d 1-16d 77501 11401 11651 1265 1455 1585 925 1115 1050 1 1210 1315 withnofurther s ' increase allowed. HUS48 5>e 14 3/, I 7 2 6-16d 5-16d 11190j 15501 1550! 1505 1 17301 1885 1315 1550 1240 1425 1550 1 Reduce by 33% HHUS48 Sr 14 3% 3 22-16d I .3-i 6d 198501 20001 20001 1,885 -651 4855 1860 2000 3275 1 3765 4095 and 60%for HGUS48 51,, 2 3% 7Y, 4 36-16d I 0-16d 251801 26501 2650! 5245 7185 7810 2330 ! 2650.1 5335 i 6135 6665( normal loading as in cantilever LUS410 6y, 18 3114, 87/ 2 3-16d i 5-16d 109061 '..5501 15501 1765 I 20301 ?210 1390 1550 I 1465 I 1680 1830 construction. HHUS410 3% 14 35/, 9 3 30-16d I 10-16d 221671 28551 34301 5190 ' 59001 5900 2330 2795 4385 150401 5480 HGUS410 7{, 12 3% 9 4 16-16dI12.16d 283331 34151 36651 7890 1 9665. 8665 2795 3355 1 6745 1 71101 7210 HGUS412 91/„ 2 3e/ 0X, i 56-16d 1 '.4-16d 35000 1 :985 1 4780 i ?365 10305 110440 3260 1 3910 1 7130 1 7305 1 74251 HGUS414 1,4, 12 3%/ 21/„ 1 56-16d 1 '5-16d 350001 1555 i X000 110295 '05251106801 3725 ' 4470 1 7295 1 7500 7635 I Ol ADJUSTABLE ?HAITHAC TRUSS HANGERS The THA426 and THA426-2 provide connectors for 24"floor trusses. ° m The THA series' extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience. m m MATERIAL.See table. FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. �. •With single 2x carrying members,use I0dx11/2"nails into the carrying member,and 10d or 16d commons into the carried ° member,and use 0.81 of the table value for 18 gauge,and 0.68 ° ® H of the table value for 16 gauge. c •Two different installation methods may be used: ® 1314'for THA c Maximum nailing-Install all face nails according to the table. 2v,t°r • Nails used for the joist attachment must be driven at an angle so h THA422-2 c ° that they penetrate through the corner of the joist into the header. `W� 2��' THAazs-2 Minimum nailing-For the THA29,the minimum nailing schedule bar requires the use of joist double shear nailing as detailed above, THA29 and that the strap be field-formed over the header a minimum of 21/2".A minimum of four top and four face nails must be used. THAC422 THA •For all models except the THA29,the minimum nailing schedule may be followed where P double shear nailing is not possible, provided ✓ 4 Top Nails the strap is field-formed over the top of the 4x Nailer-� }4'w header a minimum of 1'/2"for the THA213 and THA413,and 2"for all others,and a '_ a';, q p.• k minimum of four top and two face nails are used.The joist double shear nailing - 2� tabs are easily straightened so that the � � Nails nails can be driven straight into the joist. CODES:BOCA, ICBG,SBCCI NER-209;City of L.A. v RR 24949;Dade Co.,FL 98-0724.06. f� r Typical THA Installation Joist Straight Nails am Dome Double Shear Typical THA Nailing prevents Double Minimum Nailing tabs breaking off Shear Double Shear Configuration on (available on Nailing Nailing Top View a 4x Nailer some models) " Side View U.S.Patent 4,480,941 (except THA29) 40 U.S.Patent Canada Patent 1,193,418 '� 5,503,580 !w" , Doug-FIr•Larch/Southern Pine Spruce-Pine-Fir Dimensions Fasteners Allowable;Loads.. Allowable Loads Minimum Down Model Carried No Ga Carrying Carried I Avg Uplift? Floor Show Roat UpliftZ Floor , Snow Root Z Member Wz H, g Member Member Ult (133-84'• (10Q) (11'5y (125) (133& {100) (115 125) Top i Face 1 Straight Slant i6D) 160) j ( g MINIMUM NAILING—TOP FLANGE 2x4 THA29 18 15 91Y,. 5 !4-1Od1 4-100 I — 4-100 8167 750 ' 2260 2310 2350 750 ' 1740 1 1785 1815 z 2x6 THA213 18 1 Y. 13 5Y, 4-1Od 1 2-1Od 4-10dx1 — 5343 1615 1615 1615 1280 ' 1280 1280 s 2x6 THA218 18 1 173 5 4-10d 2 10d 4-10dx1 5343 1615 1615 1615 — 1280 1280 i 1280 ! z 2)2x10 THA218-2 16 3 171Y 8 4-16d 2-16d 6-16dx2Y — 5085 — 1635 1635 1635 — 1 1465 1 1465 1 1465 (2)2x10 THA222-2 16 3Y 223/ 8 4-160 2-160 6-160x2 5085 — 1635 1635 1 1635 — 1465 1465 1465 N 46 THA413 18 3 13 4y, 4-10d 12-1Od 4-1 Old — 5343 1615 1615 1615 — 1280 1 1280 1280 410 THA418 161 3 17y, Tri !4-16d 2-16d 6-16d — 5085 — 1 1635 1635 1635 1465 1 1465 1465 _ 410 1 THAC418 16 1 3% 6-16d — 5085 — 1635 163511 1635 — 1465 1465 1465 4x10 1 THA422 161 38 22 7;i 4-16d 2-16d 6-16d 1 — 15085 — 163511635 1635 — 1465 1465 1465 MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 1 THA29 18 15/ ! 5Y — ,16-100 — 4•1Od 1 8250 750 2125 2310 2350 750 1740 1785 1815 o 2x6 THA213 18 15/ 135 5Y — !14-10di — 4-10d 1 7983 930 1795 1840 1 1870 780 1385 i 1425 1450 + 1 24 THA218 18 1 15 1 17 5Y — '18-100 — 4-1Odi9120 930 17951840 1670 780 1385 1425 1450 a 12 2x10 THA218-2 16 3Y 171,,Y,i a — 16-16d1 6.16d 111500 1550 2830 3050 1 3050 1355 2385 2740 2820 i2 2x10 THA222 2 6 3Y 223/ 8 — 22-16d1 — 6-16d 113067 1550 3510 i 3595 3650 1355 2705 2775 2820 46 THA413 18 ' 3 135 i 4 — 14-10dl — 4.10d 1 7983 930 1940 2235 2400 780 1660 1 1910 2075 410 THA418 161 3y, 17Y 7? — 16-16dl — 6.16d111500 1550 2830 30501 3050 1355 2385 2740 2980 4x10 7HAC418 161 3% 1 7y 7U — 16-16d1 — 6.16d111500 1550 2830 30501 3050 1355 2385 2740 2980 4x10 7.HA422 16 , 3% 22 -t/, — 22-1601 — 6.160113067 1550 3630 4090 a1 a5 1355 3075 3145 3195 No 16d sinkers may oe used to reolace 16d commons ai 0.85 of table load. 1 Root loads are 125%of floor loads unless limited by other critena.Floor loads may be adjusted Uplift has been increased 23%ano 60%for earthquake or wind loading with or,oaa durations according to the code,provided they do not exceed those in the root column. no further increase allowed:reduce for other load conditions as required by code. 160%uplift load for 7HA422 2 and THAC422 2 is 2060 lbs. 60 Face Mount Hangers - Structural Composite Actual Dimensions Fasteners Allowable Loads Joist Model Ga DF/SP Species Header SPF Species Header Code Size H0' W H B Face Joist Uplift Uplift Floor Snow Root 1 Floor Snow Roof Rei. .t (133) (160) (100) (115) (125) (100) (i15) i (125) HU 1.81/5(Min) 1';e 53n 27- i 12-16d 4-10d<1)' 480 575 1610 1850 2010 1 1390 1600 f 1740 26,83,120 1/x5Y 14 HU1.81i5(Max) 1 5l 2i, 16-16d 6-10d-1i. 720 865 2145 2465 2680 1855 2135 2320 26,120 l y x 7y HU7(Min) 14 1"/c 6'X6 2Y 12-16d 4-10dxlYz 480 575 1610 1850 2010 1390 1600 1740 26,83,120 HU7(Max) 173/,6 6'ye 2yz 16-16d 8-10dx1Y 960 1150 2145 2465 2680 1855 2135 2320 26,120 HUS1.81/10 itj 8� 3 30 16d 10 16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 1/x9Y HU9(Min) 14 1'%6 9%s 2Y 18-16d 6-10dx1Y 720 865 2410 2775 3015 2090 2400 2610 26,83,120 VP HU9(Max) 1'%6 9%e 2Y ; 24-16d 10-10dx1Y 1200 1440 3215 3700 4020 2785 3200 3480 26,120 HUS1.81/10 11y6 8'/ 3 30-16d 10-16d 2845 1 3000 4900 5045 5145 4355 5010 5145 4.38 11y 4 11/ HU11 (Min) 14 1'X8 11X6 2Y 22 16d 6-10dx1Y 720 865 2950 3390 3685 2550 2935 3190 26,120 #! HU11 (Max) 1'X6 11X6 2y230-16d 10.10dx1y 1200 1440 4020 4315 4405 3480 4000 4350 HUS1.81/10 14 11/e 83/8 3 30-16d 10-16d 2845 3000 4900 5045 5145 i 4355 j 5010 5145 1 4,38 1/x14 U14 16 1'y6 1OY0 2 14-16d 6-10dx1Y 720 865 1 1860 2140 2330 1610 1850 2010 26 HU14(Min) 14 1'X18 13'X6 2Y 28-16d 8-10dx1Y 960 1150 3750 4110 14180 3250 3735 4060 120 HU14(Max) 119/,8 13'X8 2Y 36-16d 14-10dx1Y 1680 2015 4540 4730 4855 , 4175 4730 4855 26,83,120 2 x HU2.75/10(Min) 14 23/, 9 2Y 14-16d 6-1 Odx1y 720 B65 1875 2155 2345 1625 1870 2030 gy-9 HU2.75/10(Max) 23/, 9 2Y18-16d 10-10dx1y 1200 1440 2410 2775 3015 2090 2400 2610 26,120 Y HGUS2.75/10 12 2/ 875% 4 46-16d 16-16d 3630 3630 7940 8220 8410 5980 6195 6335 160 2j6x HU275/12(Min) 14 2% 10% 22y, 16-16d 6-10dxiyz 720 865 2145 2465 2680 1855 � 2135 2320 26,83,120 y 1111y, HU2.75/12(Max) 2% 103/0 2yz 22-16d 10-10dxiy, 1200 1 1440 2950 3390 3685 2550 2935 13190 26,120 4 HGUS2.75/12 12 2yy, 10'y 4 56-16d 20-16d 4055 4055 8410 8760 1 8995 6335 6600 i 6775 150 HU2.75/14(Min) 14 23/, 13 2Y 18-16d 8-10dx1y, 960 1150 2410 2775 3015 2090 2400 2610 26,83,120 2x8 x 14 HU2.75/14(Max) 2% 13 2Y 24-16d 14-10dx1y, 1680 2015 3215 3700 4020 2785 3200 3480 26,120 Pill, HGUS2.75/14 12 2/ 12t5 4 66-16d 22-16d 5380 5380 8645 9030 9285 6510 6800 6995 160 HU2.75/i6(Min) 14 2y, 14X6 2yz 20-16d 8-10dx1Yz 960 1150 2680 3080 3350 2320 2670 2900 26,83,120 2X6 x 16 HU2.75/16(Max) 2/ 14X6 2yz 26-16d 14-10dx1Yz 1680 2015 3485 4005 4355 3015 3470 3770 26,120 HGUS2.75/14 12 23/0 104, 4 66-16d 22-16d 5380 5380 8645 9030 9285 6510 6800 + 6995 160 ! HU48(Min) 14 3'X 6 y 2 10-16d 4.1 Od 605 725 1340 1540 1675 1160 1335 1365 26,83,120 3y x 7y, HU48 Max 3y 61% 2X 14-16d 6-1 Od 905 1085 1875 2155 2345 1625 1870 2030 26,120 HGUS46 12 3% 4% 4 20-16d 8-16d 2325 2325 3940 4535 4930 3410 3920 4260 3,41 HGUS48 3Y, 71 i6 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 U41 O 16 3%, Ely, 2 14-16d 6-1 Od 890 1065 1860 2140 2330 1610 1850 2010 26,83 HUS410 3%, 815 2 8.16d 8-16d 2160 2590 2010 2310 2510 1650 1900 ; 2065 1,36,84,122 3y x HU410 Min 14 aye 8% 2 14-16d 6-1 Od 905 1085 1875 2155 2345 1625 1870 2030 26,83,120 t 0 9y 9Y HU410 Max 3y, 8y 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 26,120 HHUS410 3% - 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 1 5480 4,38 HGUS48 3% 71/is 4 36-16d 12-16d 3220 3220 6805 7630 7925 5890 6655 6655 3,41 z HGUS410 12 3�8 Bltie 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 ow 0 U410 16 3B 83y 2 14-16d 6-1 Od 890 1065 1860 2140 2330 1610 1850 2010 26,83 ° HUS412 3y, 10Y2 10-16d 10-16d 2700 3240 2510 1 2885 1 3140 2065 2375 2580 1,36,84,122 3Y x HU412 Min 14 3y, 10/ 2y 16-16d 6.1 Od 905 1085 2145 2465 2680 1855 2135 2320 26,83,120 N 11 y,-11/ HU412 Max 39 105/ 2y, 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 26,120 At1R HHUS410 3% 9 3 30-15d 10-16d 2855 1 3430 5190 5900 5900 4385 5040 5480 4,38 HGUS48 3/ 71/16 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 0 HGUS410 12 3�8 8/e 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,41 O HGUS412 35/ 10Ym 4 56-16d 20-16d 4055 4055 9155 1 9155 9155 7690 7690 7690 160 U414 16 3% 10 2 16-16d 6-10d 890 1 1065 2130 2445 2660 1840 2115 ; 2300 26,83 HU416 Min 3y 13j 2y i 20 16d 8-1Od 1205 1445 2680 3080 3350 2320 2670 2900 26,83,120 3y x14 HU416 Max 14 3y 13% 2y 26-16d 12 tOd 1810 1 2015 3485 4005 4355 3015 3470 3770 26,120 HHUS410 3j 9 3 30-16d 10-16d 2855 3430 5190 5900 15900 4385 5040 5480 4,38 HGUS410 aye 0. 4 46-16d 16-16d 3630 3630 18786 i 3940 8940 ! 7365 1 7510 7510 3,41 HGU5414 12 3% 12Y,6 4 66-16d 22-16d 5380 5380 100'15110015 10015 1890 8185 3380 160 HGUQ410-SDS3 3% 8'/6 4 128-SDS'/4x3 8-SDS1/4x3 3285 3440 7415 1 7415 7415 7415 7415 ' 7415 — 1,1Od common nails or 16d sinkers(9 gauge x 31/")may be used 3.Uplitt loads based on Douglas Fir have been increased 33%and 60%for earthquake or — instead of the specified 16d nails at 0.84 of the table load value. wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal loading 2.16d sinkers(9 gauge x 31/4")may be used instead of the specified such as in cantilever construction.For SPF.use 0.86 x DF/SP Uplift Load. _ — 10d commons with no load reduction. 4.MIN nailing quantity and load values—fill all round holes: MAX nailing quantity and load values—fill all round and triangle holes. CODES:See page 3 for C 7e Lietina k: rl,art. 71 Face Mount Hangers - Structural Composite Lumber PP Allowable Loads Actual Model E19 Fasteners OF/SP Species Header SPF Species HeaderF4,38 Joist No 6a Upliftr3430 plift Floor Snow Roof Floor Snow Roef Size B Face Joist (133) 60) (100) (115) (125) (100) (115) (125) 41! 3AR HHUS410 143 30-16d 10-16d 2855 5190 5900 5900 4385 5040 5480 3Y2x16 HGUS410 12 3% 8�, 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 , HGUS414 3% 12/16 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 160 HHUS410 14 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 PP 3y x18 HGUS414 12 3% 12,/,, 4 66.16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 160 4 x 9 HU! 4.12/9(Min) 14 4y B/ 2y 14-16d 6-1Od 905 1085 1875 2155 1 2345 1625 1870 2030 26,83,120 Yz ! HU4.12/9(Max) 4y6 8% 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 1 2610 26,120 4 x HU4.12/11 (Min) 4y 10 6 2y 16-16d 6-1 Od 905 1085 2145 2465 2680 1855 2135 2320 26,83,120 11/-14 HU4.12/11 (Max) 14 4y 10/ 2y 22-16d 10-10d 1505 1810 2950 3390 3665 2550 2935 3190 26,120 5y,x HHUS5.50/10 14 5y2 I 9 3 30-16d 10-16d 2855 3430 1 5190 5970 6490 1 4385 1 5040 5480 170 9Y4-9Y2 HGUS5.50/10 12 5y b,A6 4 46-16d 16-16d 3630 3630 8780 8940 8940 7510 7510 7510 160 5x HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 y, 11y,-11% HGUS5.50/12 12 5y 10%2 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 160 5y,x14 HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS5.50/14 12 5y 12Y22 4 66-16d 22.16d 5380 5380 10015 10015 10015 8415 8415 8415 160 5y,x 16 HHUS5.50/10 14 5y 9 1 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS5.50/14 12 5y 12% 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 160 5y,x 18 HHUS5.50/10 14 5y 9 3 30-16d 10-1 Ed 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS5. 00/14 12 5y12j 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 160 Pill HU410-2(Min) 7y 9y 2y 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 26,120 7 x HU410-2(Max) 14 7 9 2y 18-16d 8-16d 1430 1715 2410 2775 3015 2090 2400 2610 9y4-9Y2 HHUS7.25/10 7y, 9 3W( 30-16d 10-16d 2855 3430 1 5190 5970 6490 1 4385 1 5040 5480 170 HGUS7.25/10 12 7y, 8r/1 4 46-16d 16-16d 3630 3630 1 8780 9625 9625 1 7595 8085 8085 160 HU412-2 Min 7y 11y 2y 16-16d 6-16d 1070 1285 2145 2465 2680 1 1855 2135 2320 26,120 7 x HU412-2 Max 14 7y 11 Ys 2y 22.16d 8.16d 1430 1715 12950 3390 3685 2550 2935 3190 11X4-11/ HHUS7.25/10 7y, 1 9 3% 30-16d 10-16d 2855 1 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/12 12 7y, 107X, 4 56-16d 20-16d 4055 4055 9835 1 9835 9835 8260 8260 1 8260 160 HU414 2(Minj. 7y 13/72y 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26,12001) 7 x14 HU414-2 Max 14 7y 137/ 2y 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7y, 9 35 30-16d 10-16d 2855 3430 5190 1 5970 6490 4365 5040 5480 170 HGUS7.25/14 12 7y4 127,( 4 66-16d I 22-16d 5380 5380 11110 11110 111101 9330 9330 9330 160 HU414 2 Min 7y 13�/ 2y 20 16d 8 16d 1430 1715 2680 3080 3350 2320 2670 2900 26,120 7 x16 HU414-2 Max 14 7y 13�j 2y 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 ! HHUS7.25/10 I 7y4 9 3%6 30-16d 10-16d 2855 1 3430 5190 15970 6490 4385 : 5040 5480 170 HGUS7.25/14 12 ' 7X4 1 12% 1 4 66-16d 22-16d 5380 5380 11110 11110 11110� 9330 9330 9330 160 HU414-2 Min 7y 13�j 2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26,120 7x18 HU414-2 Max 14 7y 13�/ 2y 26.16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7y4 9 3sx 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 z HGUS7.25/14 12 7y, 127/1, 4 66-16d 22-16d 5380 5380 11110 11110 t1l110 9330 9330 9330 160 - 0 1.1Od common nails or 16d sinkers(9 gauge x 31/4")may be used 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake instead of the specified 16d nails at 0.84 of the table load value. or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal o 2.16d sinkers(9 gauge x 31/4")may be used instead of the specified loading such as in cantilever construction.For SPF,use 0.86 x OF/SP Uplift Load. 10d commons with no load reduction. 4.MIN nailing quantity and load values—fill all round holes; z MAX nailing quantity and load values—fill all round and triangle holes. CODES:See page 8 for Code Listing Key Chart. g N Lim U O O U U 72 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:1S60151-ZO209072717 Truss Fabricator: Manning Building Supply Job Identification: C0661F-PLAN 1574 -- LOT 22 HIDDEN PARADISE Truss Count: 20 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI(STD) ;ANSI/TPI(STD)/FLBC Engineering Software: Alpine Software,Version 19.633. Structural Engineer of Record: Address: Truss Design Loads: Roof - 42 PSF @ 1.25 Duration Floor - 55 PSF @ 1.00 Duration Wind - 120 MPH (ASCE 7-98-Closed) Notes: Seal Date:09/09/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 No Standard Details 4 Ref Description Drawing# Date 1 66019--A1 3-PLY 03252044 09/09/03 2 66020--A2 03252025 09/09/03 3 66021--A3 03252026 09/09/03 4 66022--A4 03252027 09/09/03 5 ` 66023--A5 03252043 09/09/03 6 66024--A6 03252028 09/09/03 7 66025--5'0"l H/J 03252029 09/09/03 8, 66026--3.7 E/J 03252030 09/09/03 9 66027--3' C/J 03252031 09/09/03 10 66028--1' C/J 03252032 09/09/03 11 66029--F1 03252033 09/09/03 12 66030--F2 03252034 09/09/03 13 66031--F3_ 03252035 09/09/03 14 66032--F4 03252036 09/09/03 15 66033--F5 03252037 09/09/03 16 66034--F6 03252038 09/09/03 17 66035--F7 03252039 09/09/03 .I 18 66036--F8 03252040 09/09/03 19 66037--F9 03252041 09/09/03 20 66038--F10 03252042 09/09/03 �w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY (BUSS MFR. (C0661F-PLAN 1574 - LOT 22 HIDDEN PARADISE - Al 3-PLY) Top chord 2x4 SP +12 N 3 COMPLETE TRUSSES REQUIRED --' Bot chord 2x11.88 G-P LAM1.8(<=14in) Webs 2x4 SP #3 :W2,W8 2x4 SP #2 N: NAILING SCHEDULE: (12d-box-nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW) -- --- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 1.66 to 54 PLF at 21.66 REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BC From 4 PLF at -1.66 to 4 PLF at 0.00 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 20.00 (1) 1/2"-bolts MAY BE USED FOR (2) 12d-box-nails ON BC From 4 PLF at 20.00 to 4 PLF at 21.66 THE BOTTOM CHORD ONLY. DO NOT BOLT 2X4 MEMBERS. BC *8542 LB Conc. Load at 8.29 120 mph wind, 10.11 ft mean hgt, ASCE 7 98, CLOSED bldg, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, CHORD SPACING(IN OC) START(FT) END(FT) wind BC DL-2.5 psf. TC 24 3.58 16.42 BC 120 0.29 19.71 Deflection meets L/360 live and L/240 total load. ** The maximum concentrated load is 8542# ** THE ARCHITECT OR ENGINEER OF RECORD SHALL EVALUATE AND APPROVE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. * CLUSTER (3) ROWS OF .148"X3" OR 12d NAILS SPACED 6" OC TO OPPOSITE FACE OF TRUSS OPPOSITE OF CONC. LOAD WITHOUT SPLITTING LUMBER. MINIMUM (20) NAILS REQUIRED. 5X9= 3X8= 1.5X4111 3X8= 5X9= 3X8(A3) 3X8(A3) a / W2 W8 $ 2 9-2 _12 3X6111 10X14= 8X10= 10X14= 3X6111 3X8(0) = 3X8(A3) 542{ R=5954 U=2620 W-3.5" V R-4451 U-1959 W-3.5" �1 6 0 •II 20-0 0 1 6 0� 3-7-0 _- 12-10-0 _1_ 3-7-0 _I � LMARrA' ft PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19. V .. '(� FL 3 R - Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ]�•• TC LL 20.0 PSF REF R151 66019 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS 4VVV�` '- INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI •� �•� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HEO [110.471$2 TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIJIER ,g C D L 5.0 P S F D R W Hf nSR151 032520-04 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA[LEE + * • BUILD THE TRUSSES IN CONFORMANCE WITH T 1: OR FABRICATING, HANDLING. SHIPPING, INSTALLIIa AND ALPINE BRACING OF TRUSSES. TH1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL I STA F BC LL 10.0 PSF HC ENG MNM/MMA SPEC, BY AF PA) AND TPI. ALPINE COHN EfTOR PLATES ARE HAD OF 20/16'A (W.HS/K) ASTM 65' - (IJ, Y/HS) GALV. STEEL. APPLYPLATES TO EACH FACE OFTRUSS AND UNLESS OTHERWISE LOCATED ON I •• ('�Q'.•� TOT.LD. 42.0 PSF SEAN- 17686 OFS[GN, POSIi(ON PER DP,AWINGS 160-0-Z. ANY INSPEC 7[ON OF PLATES F]LLOWEO 8Y (7) SHALL 8E ••.4 V•• ------ ----- ---- --..-- __..__ ...-._ ANNEY A3 OF IPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING IIJDICATES ACCEPTANCE OF PROFF.SSIO /1♦ ••....... DER FAC. 1. _ FROM _KP _ Alpine FTIb IIIeeFCLI Products,SII C. ENGINEEP.ING RESPONSIBILITY SOLELY FOP. THE TPUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN aVi V Maines City.Fl_ 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER e,I„ hoI zaY A E� z a (C0661F PLAN 1574 L07 22 HIDDEN PARADISE A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS Fi1R. Top chord 2x4 SP #2 N 120 mph wind, 10.83 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT I1, EXP 8, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. H = recommended connection based on manufacturer tested IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: capacities and calculations. Conditions may exist that require CHORD SPACING(IN OC) START(FT) END(FT) different connections than indicated. Refer to manufacturer TC 24 5.58 7.96 publication for additional information. 8C 92 0.29 7.96 Deflection meets L/360 live and L/240 total load. 4X4= 3X3= 4-1-2 4 1 2 8F_ 2 9 1 2 3X5= 1.5X4111 r 2X4(Al) 1-6-0 I 5-7-0 I 2-4-8 I 7-11-8 Over 2 Supports R=440 U=249 W-3.5" R=311 U-215 H=Simpson LU24 w/ (2) N10, 10d, 9ga, 0.148"x1.5" nails in Truss (4) lsd Common, 0.148"x3.0" nai G� Girder Pine Girder is (1)2X8 min. So PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19. . ..• ""' ••,� FL 3 R Scale =.375" Ft. **WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING / it 1%11_ T'•• TC LL 20.0 PSF REF R151-- 66020 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TR IT SS INSTITUTE, 583 D'DNDFRID DR., SUITE 200. MADISON, WI 53719). F0ft SAFETY PRACTICES PIT • — PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT .HED No. II•7AQ2 TC DL 7.0 PSF DATE 09/09_/03 STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIG70 CEILING. j Y{ 1 V L **IMPORTANT * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ER D • Z *' SBC DL 5.0 PSF DRW IICUSR151 03252025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL E 8UILO THE TRUSSES IH CONFORMANCE 41i TH TPI: OR FABRICATING, HANDLING. SHIPP,NG. INSTALLII AND OF •/�. (` ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS HIT APPLICABLE PROVISIONS OF NDS (NATIONAL D IwS� • $`A {Jr '• 1I� B LL 10.0 PSF HC ENG MNM/MMA SPEC, BY AF8PA) AND IPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/R) ASTM 5 •••� ----- (W. H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AMI) UNLESS OTHERWISE LOCATED ON •••� TOT AD. 42.0 PSF SEON 16161 DESIGN, PUSITI U)! PER DP.A WINGS lEOA-Z. ANY INSP£C TION OF PLATES FOLLONEO BY (I) SHALL BE M` — ANNEX Al OF TPI 1-2002 SEC.. 3. A SEAL Otl THIS DP.A141NG INDICATES .ACCEPTANCE OF PROFESSION ••• •••••'� DUR.FAC. 1.25 _ FROM KP Alpine LnginCCI CCj PCL7(j LICK,�11C. ENGINEERING RESPONSIB II TTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWIi. HE SUITABILITY INC I ainc .-i' r 3 Q141 II OF THIS CO PONENT FOR ANY BUILDING 5 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NA onxBt _ A 1 sE __—#, n..:4C I 2 " - nir' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0661F-PLAN 1574 LOT 22 HIDDEN PARADISE A3) Top chord 2x4 SP ##2 N 120 mph wind, 11.49 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP ¢#3 DL=3.5 psf, wind BC DL-2.5 psf. Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. H - recommended connection based on manufacturer tested IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: capacities and calculations. Conditions may exist that require CHORD SPACING(IN OC) START(FT) END(FT) different connections than indicated. Refer to manufacturer BC 92 0.29 7.96 publication for additional information. Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X4�� 8F- 5-5-2 5 5 2 912 3X3= 2X4(Al) E 1-6-0 ---7-11-8 Over 2 Supports R=440 U=204 W=3.5" V291 U-241 H-Simpson LU24 w/ (2) N10, 10d, 9ga, 0.148"x1.5" nails in Truss Girder (4) is (1)2X8 0.148"x3.0" nai G�WiI��MAN�4le �g�� Girder is 1 2X8 min. So.Pine �1YY�A TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 1J .• •"'•••. FL/-/3/-/-/R/- PLTScale **WARNING* TRIISSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING D •��n /q�•• TC LL 20.0 PSF REF 8151- 66021 BRACING. REFER TO HIB-91 I ATOLING INSTALLING AND BRACING), PUBLISHED BY TPI IT R IT SS P T i` INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRI �•� --- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT 'HED tVa. 47 82 TC DL 7.0 PSF DATE _ 09/09/03 STRHCTLIR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • • - --- - - **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG1 ER D �B C DL 5.0 P S F D R W HCIISR151 03252026 PP.ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILI E • ;,,, BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLI AND BC LL 10.0 PSF HC-ENG NiNM MMA ALPINEBRACING OF TRUSSES. THIS DESIGN CONFOPMS 411711 APPLICABLE PROVISIONS OF NDS (NATIONAL I STA _' / SPEC. BY AFBPAT INC TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,II S/K) ASTM 5 • ' — ----- _ — (41, K/HS) GAL'. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OIT '•:A- OQ;• TOT.LD. 42.0 PSF SEON 17586 DESIGN. POSI T[UN PER DRAWINGS L60AZ. ANY INSPECTION OF PLATES FOLLONED BY (I) SHALL 6E (� — ------ ----- -- -- - - ----- AIINEX A3 OFST 1-2002 SEC, 3. A SEAL ON TNT DRAWING INDICATES ACCEPTANCE OF PR UFF.$SION /� ��••••••• \A'• DUR FAC. 1.25 _ FROM KP Alpine FL)P,ITieeled Products,Inc. ENGINEERING P.E S P O N SIB ILIT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AN u' �� V Flame C1tV Fl- 3 944 'ISE OF THIS COMPONENT FOR ANY BUILDING I$ THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ertiGca.:. _;Ilonzat ,). A 1 sE _�•„ <_ : , . ' ,., ......, A C I .2v. ,. (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE 0.4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 SP #2 N 120 mph wind, 11.62 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP ff2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP /f3 DL-3.5 psf, wind BC DL=-2.5 psf. Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. H = recommended connection based on manufacturer tested IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: capacities and calculations. Conditions may exist that require CHORD SPACING(IN OC) START(FT) END(FT) different connections than indicated. Refer to manufacturer BC 92 0.29 7.96 publication for additional information. Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X4 8 � 58-2 582 9-1-2 3X3= 2X4(Al) 1-6-0 ----7-11-8 Over 2 Supports R-440 U-196 W-3.5" R-311 U-263 H=Simpson LU26 w/ (4) N1O, 10d, 99a, 0.148"x1.5" nails in Truss w/ (6) lOd Common, 0.148"x3.0"Znai�lGirder is (1)2X8 min, So.Pine ,MARPLT TYP. Wave TPI Desi n Crit: TPI STD FLBC 19.6 .••••••••.. FL 3 R Scale =.375" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING •i� q�•• TC LL 20.0 PSF REF 8151-- 66022 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TPI (TRUSS P !w- INSTITUTE. 503 D'ONOFRIO R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI �•v �•� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED //�� : =T C D L 7.0 PSF F D A T E 09/09/03 STRIIC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a [ay.47182 _ __„___ —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IN” REp ; * C D L 5.0 P S F D P,W HCIISR151 0325202] PRODUCTS. INC. SHALL NOT BE RE SP OlIS IBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL iil _r BUILD THE TRUSSES [N CONFOfthl0.NCE W[7'H TPf: OR FABRICATING. H.4 HOLING. SHIPPING, IN67ALLiN AND ALPINEBRACT HG OF TPUSSES. THIS DESIGN CONFORMS HITH APPLICABLE PPOVISIONS OF NDS (NATIONAL 0 ST OF '. Ac SBC LL 10.0 PSF HC ENG MNM/MMA SPEC, B'l AFAPA) AND TPI. ALPINE CO)INECT0R PLATES ARE MADE OF 20/16GA (W.HS/K) ASFM 53 � 4 --—� '- K HS GA V. STEEL. APPLY P AT A FA I 7 H S /� (li. / ) L L ES TO EACH CE OF TRU ANO UNLESS 0 HEP, t.E LOCATED ON •••I*r �(1P• TOT.ED. 42.0 PSF SEAN- 175.79 OL;I GfI, POSITION PFR OP 1111 NGc 1600.-Z. 0."Y INSPECTION OF PLATES FOLLOWED BY (1) SHALL RE •• Y _ ___ ANNFN 0.1 OF 11! 1-2002 SEC. 3. A SEAL ON THIS GP AWING INDICATES ACCEPTANCE OF PROFESSION" •••. •.•.• Alpine Engineered Products,Inc. FNGIHEEPING P.ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SIOWN. THE SUITABILITY AND stf� DUR.FAC. 1.25FROM_ VP ItamesCity,PL 33844 USE OF THIS COF(PONENT' FOP, ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V �r/[A�( " — --- — —-- ACIP 24. _ 1S(�''�' z .::;----Rl (C0661E PLAN 1574 LOT 22 HIDDEN PARADISE A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x12 SP }}2 N Webs 2x4 SP #3 NAILING SCHEDULE: (12d-box.-nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 4" o.c. -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at -1.50 to 54 PLF at 7.96 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -1.50 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 3.82 (1) 1/2"-bolts MAY BE USED FOR (2) 12d_box-nails ON BC From 473 PLF at 3.82 to 473 PLF at 7.96 THE BOTTOM CHORD ONLY. DO NOT BOLT 2X4 MEMBERS. BC 1561 LB Conc. Load at 3.65 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 120 mph wind, 11.62 ft mean hgt, ASCE 7-98, CLOSED bldg, not CHORD SPACING(IN OC) START(FT) END(FT) located within 4.50 ft from roof edge, CAT II, EXP B, wind TC BC 92 0.29 7.96 DL-3.5 psf, wind BC DL=2.5 psf. Right end vertical not exposed to wind pressure. I.5X4III Roof overhang supports 2.00 psf soffit load. H -- recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require 3 X 5 i different connections than indicated. Refer to manufacturer publication for additional information. 8 [- Deflection meets L/360 live and L/240 total load. 5 8 2 THE ARCHITECT OR ENGINEER OF RECORD SHALL EVALUATE AND APPROVE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE 5X5(A3) FOR LOAD MAGNITUDES AND LOCATIONS. -- 5X8111 5X8= r 5 X 5(A3) R-2333 U 1234 H=Simpson HIIUS28-2 w/ (8) 10d Common, 0.148"x3.0" nails in Truss R=1813 U=959 W-3.5" w/ (22) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X8 min. So.Pine L< 1-6-0�J 7-11-8 Over 2 Supports t0%jill`t1�1NNIM&Nr, PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.63 Z`fYiA+Tri FL 3 R Scale =.375" Ft. *`WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, "ANDL[NG, SHIPPING. INSTALLING A • ,•�I C� •.�,1 TC LL 20.0 PSF REF R151-- 66023 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACINOI. PUBLISHED BY TPI (TRUSS PL E r INSTITUTE. 5B3 D'OMOFRIO DR., SUITE 200. MADISON, W[ 537I9j. FOR SAFETY PRAC7iCES PRI ( PERFORMING THESE FUNCTIONS. UNLES5 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT IED �••• 3TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �^Y47 Q 2**IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED Va, C DL 5.0 PSF DRW NCnSR151 03257n�3 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN: ANY FAILUALPINE BUILD THE TRUSSES IN CONFORMANCE IJITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLINI aTSC LL 10.0 PSF HC ENG MNM/MMA BRAI'iNG OF TRUSSES. THIS DESIGN CONFOPMS HITH gPPLICAeLE PR04ISIONS OF NDS (NATIOf1AL D IGH /'�� """"'$',' VSPEC. BY AF$PA) AIJD 7P[. ALPIOE CONHFETOR FL.4TE5 AFE MAbE DF 20/16GA (W.HS/Y) ASTM 5 •WK/H5) +ALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED DN ` • = TOT.LD 42.0 PSF SEON- 17584 DESIGN. PD5(TION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE TANNEY A3 OF IPI 1-22002 SEC. 3ASEAL ONTHISDRAWING INDICATFSACCEPTANCE OF PROFESSION,Al)(Ile H11 ineelel(PI'OC(IICIC,�11C. ENGINEERING PESP OIIS IBI LITY SOLELY FDR THF. TRUSS CGMPONENT pESIGN SFIO TIM. HF 5U]TABILIT'Y AN ••• •••• ••••�j�\�C. DDR FA" 1 25 FROM KP J 1Ia111&C 1, r1, 3j 9AA U` OF IRIS CO PI]UENT FOR IIY ,LIILOING S THF 11110 SIBILITY OF THE BUILDING DESIGNER, PE s... C111IjC ,.,.. 211(1C .. IZR .,. A ,,...<. 1 SEv z. -:.. _. .'. •{ .1'" ^^.:A C I 2_ ,�;_,., ^,F 1 J ' �0 '... ,.... I�/1111MN�1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D IMENSIONS) SUBMI T TED BY TRUST MFR. (C0661F PLAN 1574 - LOT 22 HIDDEN PARADISE - A6) Top chord 2x4 SP #2 N 120 mph wind, 10.12 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP 8, wind TC DL -3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf, Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. H = recommended connection based on manufacturer tested IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: capacities and calculations. Conditions may exist that require CHORD SPACING(IN OC) START(FT) END(FT) different connections than indicated. Refer to manufacturer BC 38 0.29 3.46 publication for additional information. 1.5X4111 ZF1 2-8-2 28 2 9-1-2 111 2X4(A1) 1-6-0 IJ 13-5-8 Over 2 Supports I R-106 0=180 H=Simpson LU24 R -267 U:-182 W=3.5" w/ (2) N10, 10d, 9ga, 0.148"x1.5" nails in Truss w/ (4) 10d Common, 0.148"x3.0" nails in Girder iNNMItIHH►/per,_ Girder is (1)2X8 min. So.Pine MAR�r�IH PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 V FL/-/3/-/-/R/- Scale =.375" Ft. ';WAR**WARNING* TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING 0 •�a q�•• TC LL 20.0 PSF REF R151-- 66024 NING* REFER TO HI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P T INSTITUTE. 583 D'DNOFRID DR., SUITE 200. MADISON, WI 83719j, FOR SAFETY PRACTICES PRI •� �•: PERFORMING THESE FUNCTIONS. UNLESS 0THERI4 SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED No. 47182 : STC DL 7.0 PSF DATE _ 09_/09/03 _ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, r • 1y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGIPzEREp C D L 5.0 P S F D R W HCUSR151 n325?028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR GM THIS DESIGN; ANY FAI Lt iT BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INITALLI AND • • - - --- - ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D STA �� : BC LL 10.0 PSF HC ENG MNM/MMA SPEC. BY AF&PA) AND TPI. ALPINE CONTIE CTOR PLATES ARE MADE GF 20J16GA (W,HS/N) ASTMva(W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATEII ON •" j • � TOT.LD. 42.0 PSF SEON 17581 DESIGN, PO5l TI ON PER DRANINGS 160AZ. AMY [NSPEC TION OF PLATS FOLLOWED RY (I) SHALL BANNFY A3 OF TPI 1-2002 SEC. OLELY FORSTHE EAL OTRUSSICOMPONENT OES PAW N DSIGNICA TSHOWNCEPTATHE OSUIPABILITYF Ro FS 1 ANO ■]n' •'•" ••• •• DU R.FAC 1.25 _ F R 0 M K P Alpine F,nti,lnceredl'roclucts,II1C. ENGINEERING RE;PONS{RILIT' llain !` Fl 3 RAA U OF THIS CO PONFNT FOR v RIJILDING THF RESPOISI 1'1 TTY OF HE Rti II DING FCIGNER. PE '•/'ll Y _ -- --- `-- _ertinc ,,,.,�-:.601IZat .�. =.�.cr '..:,.._ Q I 1 S A GE .��r�w C 24 �. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUDMIIIED BY 1RUSS MFR. (C0661F PLAN 1574 - LOT 22 HIDDEN PARADISE 5'0"1 HJJ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, Sot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP 8, wind TC DL-3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Hipjack supports 3-6-8 setback jacks with no webs. BC 57 0.29 5.01 Deflection meets L/360 live and L/240 total load. / 1160 R-77 U= 80 5.66 F- 28-12 2812 0 4-7 - R=50 U-180 2X4(Al) -2-1-7 _I 5-0-13 _I �5-0-1 Over 3 Supports R=201 U-180 W=4.2" 114W�RR1N/ `*�L MAR � PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 V •• .• FL 3 R Scale =.375" Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING .�� •• TC LL 20.0 PSF REF R151-- 66025 BP.ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P F INSTITD 7E. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRI •� �•� PERFORMING THESE FUNC7I10 UNLESS OTHERWISE INDICATED, TOP CHOP,D SHALL HAVE PROPERLY ATT HED No. 47182 STC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHOP.D SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIkAN . � • * �' C D L 5.0 P S F D R W HCUSR1.51 03257.029 PRODUCTS. IMC. SHA LL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ALPINE BUILD THE TRUSSES IN CONFORMANCE NIT 0CO TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALL IS�� =• BC LL 10.0 PSF HC-ENG MNM�MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL STA BY AFBPA) ANO TP[. ALPINE CONNECTOR PLATES ARE MADE OFT (W,HS/K) AST • �.. � ----- (41, HS) G4LV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN II UNLESS OTHERWISE LOCATED O •••./�-) h� ••�� TOT LD 42.0 PSF SE_0_N_- 16154 _ DESIGN GrJ, AOSI 11011 PEP DF AHI NGS 1Fi0A-2. ANY lNSPEC7(01J OF FLA TES FOLLOWED BY (1) SHALL AIIN E% A? OF TPI 1-2002 SEC. 3. A SEAL ON THIS DR AII]NG INDICATES ACCEPTANCE OF PROFES /��I)II1C Fn+,li1CCTCCi I%EOC�LICI3,�nC. ENGIHEEPING P.E SPO NS IBILIT" SOLELY FOP THE TRUSS COMPONENT DESIGN SHOWN. lHE �I .\' ••• •••••• DURFAC. 1.25 FROM KP n HIS CO ON FIJT FOR Y BUl S ITABII.I Y `(�■f Ilainc hI, 3 TZAR U LOING S THF RESPO IBILITY OF HE BUILDING ESIGNEP, PER — w..a,aholizal I7 �,.�;�erttt ic� .s�.� A ku�...s: 1 SEC kr^<�. ;. (C0661F THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- -PLAN 1574 LOT 22 HIDDEN PARADISE 3 7" E/J) Top chord 2x4 SP #2 N 120 mph wind, 10.11 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind BC DL-2.5 psf. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 40 0.29 3.58 11 61 R=63 UT80 8 2-92 292 _Ih-9-1-2 i _- R=44 U=180 2X4(Al) 3-7-12 � 3-7-0 Over 3 Supports_ I- R=286 U=202 W=3.5" pt<�+la�au�uuuq�� PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 ,',Y'ART/ ' ...••.. FL - 3 - - R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE C%TREME CARE TN FABRICATION. HANDLING. SHIPPING. INSTALLINGK . �� TC LL 20.0 PSF REF R151- 66026 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P ``,INSTITUTE. 583D'ONOFRIODRSUITE 200, MADISON, W1 53719). FOR SAFETY PRACTICES PRIPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT �•• STC DL 7.0 PSF DATE 09/09/03 STP.UC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47 1 82 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG III REO : * C DL 5.0 P S F D R W HCUSR151 03252030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAT LU ji BUILD TME TRUSSES IN CDNFORMANCE WITH TP1: OR FABRICATING. HANDLING, SHIPPINr,, INS7ALLIN A • /` / M �,,. -M�,,I - ALPINEBRACING OF TP.USSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL b [GN C LL 10.0 PSF NC-ENG MNM MMA ;PEC, 6Y AF&PAL ARID TP[. ALPINE CONNECTOR PLATES ARE MADE OF ZO/I6CA (W.HS(K) ASTM 4 • S• or �L�(/. -— —�--- - -- (W, k/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON .. •`• A% 1 � '`�/ TOT.LD. 42.0 PSF _ SEQN- 16147 DESIGN. POST TION PEP, DP.AWINGS IPDA Z. ANY INSPECTION OF PLATES FOIL OWED RY (I) SHALL BE •. {�•� .-.�-- -_,__— __. __-._-. _...____ ___ _ .ANNE~ A3 OF TPI 1-2002 SEC. 3. A SEAL ON TH15 DRAWING INDICATFS ACCEPTANCE OF PROFESSION. /� •� DURFAC 1.25 FROM KP Alpine F.ngineered PI'oducts,Inc. FNGINFERING RESPONSIHILITY SOLELY FOP THE TPUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN '`_ �•••••`•�• �7 _ 11ain ('iIv FI. 3 R44 USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER., PER V ]�� A .. T SE C'nACI 24. " «___Lill 1SinC 11---� THIS DWG PREPARED FROM COMPUTER INPUt (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MtR. (C0661F PLAN 1574 1 LOT 22 HIDDEN PARADISE - 3' C/J) Top chord 2x4 SP #2 N 120 mph wind, 9.91 ft mean hgt, ASCE 7 98, CLOSED bldg, Located Bot chord 2x4 SP W2 N anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 33 0.29 3.00 11-1-6 g F- R=42 U=180 T 2-4-7 2 4 7 9-1-2 R=34 U=180 2X4(A1) LE� 1-6-0��3-0-12� 3-0-0 Over 3 Supports R-=268 U=207 W=3.5" a��aaxua MAATj PLT TYR. Wave TPI Design Crit: TPI STD FLBC 19.6 FL 3 R Scale =.375" Ft. **WARNING* TRUSSES REOUIRE FYTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING . ••Q • . TC LL 20.0 PSF REF R151-- 66027 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P GV`' r iNST ITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIT PERF III THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ED V 47182 � aTC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.Y7 1 8 2 -. -- ,.IMP ORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED * 3C D L 5.0 P S F D R W HCUSR151 03252031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLIN AIdl - _- - ALPINEBRACING OF TRUSSES. THIS DESIGN CONFOP,MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D GN' ST or .� 13C LL 10.0 PSF HC-ENG MNM/MMA SPEC, BY AF$PA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS(Y.) ASTN 5 --- (41. V/ S) GALV. STEEL. AFPLY PLATES TO EACH FACE OF TP.U55 ANO UNLESS OTHERWISE LOCATED OIJ �;t��'.. Q' '� TOT,LD 42.0 PSF SEQN 16152 DESIGN, POSITION PER DRAWTNGS 16CA-Z. ANY INSPECTION OF PLATES FOLLOHED BY (I) SHALL BE yANNri EY A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAMIING INDICATES ACCEPTANCE OF PROFESSION I� DUR.FAC 1 05 FROM KP •��•Alpine F.nglneered Products,tilC. FNGiNEEP.ING RESPOFISIBiLITY SOLELY FOP, THE iP,USSCOMPONENT DESIGNSOWFI. THE GDITAB11N f�alneSCity,1 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER, PER ` CDgCI24 �� 15 TA1-140011291 A 1 SEC 4 --moi (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE 1' CJJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SH9MII[ED OY TRHSS MFR. Top chord 2x4 SP ff2 N 120 mph wind, 9.24 ft mean hgt, ASCE 7 98, CLOSED bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP 8, wind TC DL-3.5 psf, wind BC DL 2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) ENO(FT) BC 9 0.29 1.00 s � .9 9 6 J- 1-0-7 9 1-2 1 0 7 J_ 2X4(Al) 'E 1-6-0 1-0-12 1-0-0 Ove7upports R--291 U=367 W-3.5" 11HNNNNIIpNp� PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 •. FL 3 R Scale =.375" Ft. **WARNING* TRUSSES REQUIRE E%TPEME CARE IN FABRICATION, HANDLING. 511I11ING, INSTALLING • lug �••� TC LL 20.0 PSF REF R151 - 66028 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRI1S5 P /� INSTITUTE, 583 0'O NOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRI li \•- PERE RMING THE5E FUNCTION$. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HED . Np.471812 • C DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGII REp 1 C D L 5.0 P S F D_R W HCUSR151 03252032 PRO DUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANv FAIL 1t BUILD THE TRUSSES IN CONFORMANCE III TH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTAILIN ANO - -'-ALPINE NE BRACING OF TRUSSES. THIS DESIGN F,ONFORM5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IGyD STA QF SBC LL 10.0 PSF HC-FNG MNM/MMA SPEC, 8Y AFAPAI ANO TPI. ALPINE CONNECTOR PLATES ARE MAOE OF 20/16GA (W,HS/K) ASTM 5 � - (W, K/I{S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S �••�/ •� TOT.LD. 42.0 PSF SEON- 16149 DESIGN, POSITION PER DPAWINGS I60A-Z. ANY 1NSPE C.TION OF PLA TE5 FOLLOWED BY (i) SHALL BE {• 3. A SEAL ON THIS DRA411NG INDICATES ACCEPTANCE OF PROFES"0" /1! ••.• •..�•• DUR FAC 1.25 FROM KP ANNEY. A3 OF TPi 1 2002 SEC aV7S Alpine 1'nglneered Products,111C. ENGINEERING RESF OILS IRILITy SOI ELY FOR THE iRl/SS COMPONENT DESIGN SHOWN. HE SIIf TABILITf ANp /A� {, Han r l 11, 3 Q44 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER //iiL■, �. -- - - — n r ,a�� elUfic horizat A sE ,�. . A 2All; .�. (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMLNSIONS) SUBMIrIED BY TRUSS MIR. - Top chord 4x2 SP N2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.25 11.13 (J)HANGER– SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. �4-8-4 — � 24" + 4-8 4 � 15" Typ. 3X5= 1.5X4(R) 1.5 X 4(R) = 3X3= 3X3= 3X3= 3X3= 3X5= T 10-8 LZ 14008 +9-1-2� 3X5= 3X3= 1.5X4111 3X5= 2X4111 2X4111 1.5X4111 3X3= 11-4-5 Over 2 Supports R=613 W-3" R=613 (J) 1t1111��MNNNN11�11 p PLT TYP. Wave TPI DesignCrit: TPI STD 19.6 t,;�Y1riT�y FL/-/3/-/-/R/ Scale =.375" Ft. **WARNING* TRUSSES REOUiRE(HTPENEANDLING CARE IN NG AND BRAN, HANDLING, SNIPPING, INSTALLING �`•Q �• TC LL 40.0 PSF REF R151-- 66029 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P GV{� �` INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, W] 53719). FOR SAFETY PRACTICES PRI T :/. �•� -- - PERFORMING THESE FUNCTION$. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED V STC DL 10.0 PSF DATE 09/09/03_ _ STRUP T U RAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 ----- .-----. '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINJ RED C D L 5.0 PSF F D R W HCUSR151 03252033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU * 1 S D 1�'(� RJ J1 13q BUILD THE TRUSSES IN CONFORMAICE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLIN!A* . �� Or • C LL 0.0 PJF HC-ENG MNM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WI TO APPLICABLE PROVISIONS DF NDS (NATIONAL D r1FN SPEC, BY AF&PA) AHD TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (H,HS/Y) ASiM _ A • -- --- (W. K/HS) GALV. STEFL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Oil - •• �, y_ '� TOT LD. 55.0 PSF SEON- _ 1.7546 �••• DCSIGN, POST TION PER DRAWINGS 1t0A-Z. AtIY /NSPECiJON OF PLATES FOLLOWED BY (I) SHALL BE ••• • _. _._.__ ._.__.__ _-_ _____ A HN F'( A3 OF TPI 002 SEC. 3, A SEAL ON THIS DRAWING INDICATE; ACCEPTANCE OF PROFE551ONr. •••••••••••11c�� DUR.FAC. 1.00 ___ __FROM KP Alpine Enginecred��i'O(�UCIC FITC. ENGINEERING RE,F OfISIRILITY SOLELY FOR THE TRUSS COMPONENT DESIGN ;H O JIN. THE SUITABILITY AN Elaine rIIV �'�. 3 844 USE Or THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER -- ` Jt�l� _ cogC 24 n 1SFin�nt ZOZ ,.' 'ertific hori7at . A 4 1 SEC .:;.. ...... -- (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY IRI1S5 MLR. - Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 65 0.25 5.71 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. (J)HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1-11 12 + 24"--�-1-11-12-� 19.25" TYpI 3X3= 1.5X4(R) 1.5X4(R) = 1.5 X 4 111 1.5X4111 3X3= T -Z 1T0—F 1 0-8 0-8 +9 1 Z1 f! 3X3= 3X3= 2X4111 2X4111 �5-11-8 Over 2 Supports R--315 W-3" R=315 (J) N�gfNMNOIy/j��i PLT TYP. Wave TPI Design Crit: TPI STD 19.6 �. M..... FL 3 R - Scale =.375" Ft. -*WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING .*' .'••• TC LL 4Q.Q PSF REF R151 - 66030 BFACING. REFER TO HIB 91 (HANOLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS (vvj, r INSTITUTE. 583 D'ONOFRIO R. SUITE 200. MgDISON, WI 53719). FOR SAFETY PRACTICES PRI .j'� PERFORMING THESE FUNCTIOPIS. UNLESS HER INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HE V /� TC DL 10.0 PSF __D_---- _IMPATE - -09/.09/03.-._ S UC TURAI_ PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CFIIING. • No.47 2 • _ ORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI EKED • M * B C D L 5.0 P S F D R W HCC SRI`�1 03757031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL .EX : * -- - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABR1C.AiING, HANDLING, SNIPPING. INSTALI_I BC LL 0.0 PSF HC-ENG MMA ALPINEBRACING OF TRUSSES. THIS DESIGN CONFOR115 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL SIG STA :' L SPEC. By AFRPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,115 JK) AS TP (W, V/IIS) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON '�•Al Q •� TOT LD. 55.0 PSF SEQN- 17548 DESIGN. POSITION PER DR"ING5 160A-7. ANY INSPECTION OF PLATES ED LL OWFD SY (1) SHALL BE •• 4/1 ,�'�� -- - ANGIN A3 OF 1'PI 1-2002 SEC, OL A SEAL ON THIS DP AWING INDICATES ACCEPTANCE. OF SUITABILITY •••....••• DUR FAC 1.00 FROM KP Alpine Engineered Products,Inc. ENGINEERING PESPON2002 ITC SOLELY FOP. THE TRUSS COMPONENT DESIGN SHORN. NCE SUI PROFESST AI .`- Ilaine city FL, 3.-1944 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPOIISIBILITY OF THE BUILDING DESIGNER, PER K A �� "eltifica 'lonzati �. AN�_ i sEc •.s � �"� c-n..� r�.-- (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIED RY 1RUSS MFR. Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 69 0.25 6.00 Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. (J)HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. �--2 1 8 -—24"--�-2 1 8--� 15" Typ I 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X3= 7- NA � 1-4-0-1 0-8 I 0 8 +9-1 7-1_'- 2X4111 3X3= 1.5X4111 1.5X4111 3X3= 2X4111 �- –6-3-0 Over 2 Supports — R=331 (J) R=331 W-3" %HIWNINIp Mr- PLT PLT TYP. Wave TPI Design Crit: TPI STD 19.6 V •• •. FL 3 R Scale =.375" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING •�� q�•.• TC LL 40,0 PSF REF R151 66_031 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTI(TRUSS P I r� NSTOTUT FRIO PE P.FI 1. THESEDF 00 N OCiIONBDRUNLES STOTHEO P.tII SED IN OiC7.ATED, TOP IC HORDE OSHALLF HAVEPRA PR OPERLY ATT HE�+ V •� Z STRIC TUBAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 92 No.47 82 1 =C DL 10.Q PSF DATE - 09/09/03_- **IMPORTANTC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REp �f C D L 5.0 P S F D_R_W HCUSRI51 03252035 PRODUCT S. INC. SHALL COT BE RESPONSIBLE FOR ANY DEVIA7[ON FROM THIS DESIGN; ANY FAILLI 1R PU ILD THE TRUSSES IN CONFOP.MANCE WITH TP1: OR FABRICATING. HANDLING, SHIPPING. INSTALLIN AND •/� p - - ---- ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I ST OF :• Q rUC LL 0.0 PSF HC-ENG MNM/MMA SPEC. BY AFSPA) AND iP 1. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/Y.) ASTM 53 + /� Q� LS"Q�M• --- --- -- (tJ, Y/HS) GALY. STEEL. APPLY PLATES TO EAf,H FACE OF TRUSS AND UNLESS OTHERNISE LOCATF.I1 ON $ ••:^� �l '•I�/ T 0 T LD 55.0 PSF SEQN 17550 DESIGN. POSITION PER DRAWINGS 160A- . ANY INSPECTION DF PLATES FOLlOWFO 8Y ([) SNALL 8E 1 //MC.`� -.- ..,I .1.�__ ____._..— _.._.. ANNEX A3 OF TPI 1-2002 SEC. 3. A'SEAL ON THIS 1)PgU1 C INDICATES ACCEP'FANYE OF PPOFESSIONA /\�••• •..... DHR.FAC. 1.00 FR Oil KP Alpine Engi1CCrcd Products,111C. ENGINEERING RESPONSIBILITY SOLEI�Y FOR THE TRUSS COMPONENT DESIGN SHOUN. THE SUITABILITY ANO >•V\� V (■ {ta 1I1C C IIV Fl, 444 ICE '1F THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1 s'c _, :; , ::�.1 ,._ a„_, ,.-. .,. -- «,.::,r.,--- a Cr,aC I 24. Ll rr ;. Iti F t 7172 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI[IED BY IRUSS MFR. (C0661F PLAN 1574 - LOT 22 HIDDEN PARADISE - F4) Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 36 0.25 3.25 SPECIAL LOADS Truss must be installed as shown with top chord up. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 651 PLF at 0.13 to 651 PLF at 3.38 Sheathing is required for any longitudinal (drag) forces. All BC From 10 PLF at 0.00 to 10 PLF at 3.50 connections to be designed by the building designer. i MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3X3= 2X4111 1.5X4(R) 1.5 X 4(R) = 2X4111 3X3= 1T0� 1-0 0-8 + (�V1 9-1-2�1� / 2X4111 Tr 2X4111 3X3= 3X3= 3-6-0 Over Continuous Support R-614 PLF W=3 6-0 u,r�tt�nn p PLT TYP. Wave TPI Design Crit: TPI STD 19.6 ' ...... FL 3 R Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING •• BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS P TC LL 40.0 PSF REF R151 - 66032 I MST I TOTE. 582 O'DN0FR10 DR., SUITE 200. MADISON. M! 53719). FOR .SAFETY PRACTICES PRI�g ('� + ,,i ti� q�'•. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED • STC DL 10.0 PSF DATE 09/09/03 _ S TRU TU RAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. LIQ•�•� $2 .K **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGII RED • �Y • * C D L 5.0 P Sf D R W NCUSR151 03?5?036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI LL BUILD THE TP.USSES IN CONFORMANCE WITH TPI: OR FABRICA TING, HANDLING, SHIPPING, INSTALLIE A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IGH— ST /"► rBC LL 0.0 PSF HC ENG MNM/MMA 7� S7 �.7 i SPEC.. OY AFBPA) ANO TpI ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS(K} ASiM A' (W, Y/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •• �`•� �•�*� TOT.LD. 55.0 PSF SEQN 175_5.3 DESIGN POSI770N PER DRAWINGS I60A-Z. ANY INSP£C770N pF PLATES FOLLnWEO PY (]) SHALL AE �• ` P ANNE% A7 OF TPI 1-2002 SEC. 3, A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION DUR.FAC. 1 00 _ FROM KP Alpine EngineeieI Products,�iI C. FNGINE EP.I NG RESPONSIBILITY SOLELY FCP THE TRUSS COMPONENT DESIGN SHORN. THE SUIF BLI-IVY AN //•••••• •t• s` llalne (�t, Fl- 3 R41- US OF THIS COMPONENT FOP ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNED. PER Jf} G '- �ea.a.;._elliFlCT .,. ,06zatl ... A l SEf, L_seY��r�.... . -. r if• is !11 L .'1 r 1 ']/�r1 �� d�____ �> — LU� (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITILD BY IRUSS MFR, Top chord 4x2 SP ))2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L1240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.25 13.42 (J)HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5-10-0 24- + 5-10-0 15" TYP 3X5= 1.5X4111 3X3= 1.5X4(R) = 1.5X4(R) = 3X3= 3X3= 1.5X4111 3X3= 3X5= 1-0 8 1 4 0 0-8 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 2X4111 2X4 III 13-8-0 Over 2 Supports R-739 W=3" R-739 (J) Aft MF '` y PLT TYR. Wave TPI Design Crit: TPI STD 19.6 V .. FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLINGjrl BRACING. REFER TO HIB-91 (HAN)LING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P T •�� -•• TC LL 40.0 PSF REF R151 - 66033 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHgLI HAVE PROPERLY ATT HE •� 0••� 'TC DL 10.0 PSF DATE 09/09/03 STRUCTURAL PANELS, 60TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. No.47 82 • _ .----_- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIP REp PRODUCTS, INC. C DL 5.0 P S F D R W NCUSR151 03252037 SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL lid BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALL. ANO •r�. fiB C L L 0.0 P S F N C E N G M N M M M A A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I ST O• /-___ SPEC. BY AFBP A) AN TPI. ALPINE CONNECTOR PLATES ARE HAD OE OF 20/16GA (W,HS/K) ASTM 53 _ R`IY• 111. K)HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON _ ••:A- iQQ`:�� TOT L.D. 55.0 PSF SEON- 17555 DES 1)POSE TfON PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALT. BE ANNE% A3 OF TPi 1 2002 SEC. 3. A SE1L 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONr •• ••••••�� DUR.FAC. 1.00 _ FROM KP l�JPII)f.Fiigincercd Products,i11C. ENGINEERING RESPONS18117TY SOLELY FOP THE TRUSS COMPONENT DESIGN SH OIJN. THE SU2 iAB}1[TY AND `{ Baine I'i. 3 Q IA US'yE 11 THIS CO FHT FOR v RH11 DING t,'— RESPOP P1�1TY OF F HIIILDING ST—ER, PE N /� 1l !lam' .. s.,.rt..ru=Cijif CB .✓.1DTiZ8Iil,,,. A"�.;-;_,.I SEC , �-�: �..,_ _.`C 1 N�,� 24.�::: 1" LO . (C066IF-PLAN 1574 - LOT 22 HIDDEN PARADISE F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED DY TRUSS MFR. Top chord 4x2 SP W2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SA #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 13.67 Truss must be installed as shown with top chord up. 5-11 8 _�K 24" 5 11 8 15" TYP 3X5= 1.5X4 11) 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 1.5X4111 3X3= 3X5= 1�0� 1 0 8 0 8 9-1-7I� --L 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 2X4111 2X4111 13-11-0 Over 2 Supports R=753 W-3" R-753 W-3" 'daGgM1�IN1A tNN1ift,, PLT TYP. Wave TPI Design Crit: TPI STD 19.6 �`;LL*4 FL 3 R - Scale *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING �" q".. TC LL 40.0 PSF REF R151-- 66034 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T j, INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. 411 53719). FOR SAFETY PRACTICES PR •/'. �•� -- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT! V TC DL 10.0 PSF DATE 09/09/03 _ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY A7TACHEO RIG10 CEILING. • No•47182 • "'-- -- -- -- --------. `'*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED3Eg C D L 5.0 P S F D R W HCUSR151 037,7038 PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL E • s ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FgBRI EATING. HANDLING. SHIPPING, INSTALLI A gC LL O.O PSF N ENG NI'1/1"11'IA BRACING OF TP" SE THIS DESIGN CONFOR 11,CCH WIT APPLICABLE FftOVISIONs OF NDS (NATIONAL IG STA I SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20{1GGA (W,HS/K) ASTM C' • ---'—'--- ------ (FI, YJHS) fALV. STEEL. APPLY PLATES TD EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 1 •••�� ,>�Q�•� TOT.LD. 55.0 PSF SEQN 17557 DESIGN. PO 10N PER UR A4IINGS 1ti0A-L. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE R i!J _ -- --_-__-- ANNEX A3 OF TPI 12002 SEC. 3. A SEAL ON THIS DRAWING IIIDICAT ES ACCEPTANCE OF PROFESSIO OUR.FAC_. 1.00 FROM KP P Alpine Engineered Plod ucts,IMC. FNGINEERING P.ESPONSIBILITY SOLELY FOR THE TPOSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN )q••••• ••• II31112, I Fl, 3�.Q dd us[. THIS CO ONENT FOR AIY BUILDING THE RESPONSIBILITY OF THE BUILDING ESIGNER, PER /`. A .1 SES ' "iC IN 24 1SC , �._ - — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMII(ED BY IBUS, hll H. (C0661F-PLAN 1574 LOT 22 HIDDEN PARADISE - F7) Top chord 4x2 SP #2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS BC 120 0.25 13.42 ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) TC From 378 PLF at 0.12 to 378 PLF at 13.54 Truss must be installed as shown with top chord up. TC From 100 PLF at 13.54 to 100 PLF at 13.67 BC From 10 PLF at 0.00 to 10 PLF at 13.67 Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3X3= 1.5X4(R) = 3X5= \ \ 14 -0 1 0 8 \ + 912 2X4111 3X3= 3X3= 2X4111 13-8-0 Over Continuous Support R--382 PLF W 13 8-0 Note: All Plates Are W1.5X4 Except As Shown. 4� A�ny�a PLT TYP. Wave TPI Design Crit: TPI STD 19. ��•• ••••.r� FAL 3 R/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ••,Q � `.A TC LL 40.0 PSF REF R151 66035 Bft ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ('VVVs, IN57(7UTE, 583 D'ONOFRIO OR.. SUITE 200. MADISON, IVi 53729). FOR SAFETY PRACTICES PR �('. �•� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY AT ED : No.47182 : TC DL 10.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ --- ---- -- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI EREI * BC DL 5.0 P S F D R W HCUSR151 03252039 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E; �7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALI.1� • BC LL 0F Jac .0 PSF HC-ENG MNM/MMA ALPINE J BRACING OF TRUSSES. TH[5 DESIGN CONFORMS W1T41 APPLICABLE PRDVISIUNS OF NOS (NATIONAL I STA ST A SPEC, BY AF 'A AND TPI. ALPINE CONNECTOP. PLATES ARE MAGE OF ZO/16GA (W,HS/I, AST M ♦, • -- (W, K/HS) GALY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ••• N�� `hQ`•i+� TOT.LD. 55.0 PSF SEON 17559 DESIGN. f'0<ITION CER DR4WINGS 15DA-Z. ANY INSPECTION OF PLATE5 FOLLOWED BY (1) SHALL BE P, ----- - -- ---— _-. ---- - ----- ANNEx, A3 OF TP i I-2002 SFC. 3. 4 SEAL ON THIS DRAHIM6 INDICATES ACCEPTANCE OF PROFESSI01 •• •� ••�•• C.. DUR.FAC. 1.00 _ _F_R011 KP Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITI SOLFLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY At • • V {lame Ti1V Fl, 3 844 11'.E OF THIS MP1114 S COONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RC .:.. ,�..... A _ I SE� 'nA� ^.qc hOrizai THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OIMLNSIUNS) SUHMIIILD Uy IRU'— MIK. (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE - F8) Top chord 4x2 SP N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.25 14.71 (J)HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. �— — 6-5-12 24•—+ 6-5-12 15" TYP 3X5= 3X3= 1.5X4(R) = 1.5X4(R) = 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 3X5= -7T i X� 1 0-8 zs= + 1 `' 08 9 1 2--L 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 2X4111 2X4111 14-11-8 Over 2 Supports - R-810 W=3" R=810 (J) Np11RNMIMN//gy /y �NlARTj PLT TYP. Wave TPI Design Crit: TPI STD � 19.6 FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING Aff 4% •. Q ��.�a TC LL 40.0 PSF REF R151-- 66036 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACIPIG), PUBLISHED BY TPI (TRUSS PL `` INSTITUTE, 583 D'ONOFRIO QR., SUITE 200, MADISON, W1 53719). FOR SAFETY PRACTICES PRIO PERFORMING THESE FUNCTIONS. UNLESS OTHEP.WISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT D i C DL 10.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1111��•••�• NQ,47182 - -'"-- --- **IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGIN REO ♦ f. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAIL, T,� i ^ DL 5'0 PSF DRW_HDOSR151 D,)2SZO40- BUILO THE TRUSSES IN CONFpRMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLIN AN 0 •• iC LL 0.0 PSF NC-ENG MNM/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE GN SFEC, BY AFSP A) AHD TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (N.HS/K) ASTM 5� '• ST ----'-- (W, Y,/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OH T S •• P�= TOT LD 55.0 PSF SEON 17561 DESIGN, POSITION FER OP AIIINGS I"A-Z. ANY INSPECTION OF PLATES FOLLOWED RY (I) SHAIL 8E �.• fl,�•• `� —------ — ------— --------- ANNE% A3 OF TPI 1-2002 SEC. 1. A SEAL ON THIS OP.AWING IN ACCEPTANCE OF PP.OFESSIONA ••••••••••• 111 DUR.FAC. 1.00 FROM KP _ Alpine Engineered Products,I MC. FNGIHEERIN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO Y _ (-I31nC I 1 II_ 3 Rdd U` OF THIS f,OI PO FOR ANY BUILDING 5 THE RESPONSIBILITY OF THE BUILDING DESIGNER.P.. PER �.� �' F IF I C T t .a>;enific ,yW,.a::horizal .,,.W A :��. :-:1 SEc .,-. � ... (C0661F-PLAN 1574 LOT 22 HIDDEN PARADISE F9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP /12 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 14.96 Truss must be installed as shown with top chord up. i �= 6 7-4 _i 24"— 1 6-7-4 15" TYp• 3X5= 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 3X5= 1 0 8 1 h 0 8 912, j 3X6= 3X3= 3X3= 3X3= 3X3= 3X6= 2X4111 2X4111 15-2-8 Over 2 Supports R-824 W-3" R=824 W-3" s AR9 PLT TYP. Wave TPI Design Crit: TPI STD 19.6 `�7 ,.••""'••. FL/-/3/-/-/R Scale =.375" Ft. —WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING • j_� j.•A TC LL 40.0 PSF REF R151-- 66037 BRACING. REFER To NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P /��jj INSTITUTE. 583 D'ONDFRID DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG T .,L/ �•' C DL 10.0 PSF DATE 09/09/03 PERFORMING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ED K(^ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NO.47 1 8 2 : * _. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RE 1 i �C D L 5.0 P S F D R W HCUSR151. 03252041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA ILU 7{ . BUILD THE TRIIS5E5 [N CONFORMANCE NCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLIN NO �! ALPINE BRACING OF TRUSSES. THIS DESIGN CONFOP.HS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Df Gym •: S'j' QF �C LL 0.0 PSF HC ENG MNM/MMA SPEC, BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTH 3 _ ---`—'-- (11. V/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T •••� �: TOT LD 55.0 PSF SEQN- 17563 DESIGN. POSITION PER pP.'WINGS 160A-Z. ANY INSPECTION OF PLA TE5 FOL'OH" BY (I) SHALL BE P •�� R �•.• ---�- ------ — .—_.________._..____ __.._ .. _ ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWIHG INDICATES ACCEPTANCE OF PROFFSSIONA �(�/x•l•••...... ��` DUB.FAC. 1.00 _ FROM_K_P Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT. AND ijs10� ]].11nC ( fv FL 3 4Q ITS OF THIS COI NEWT FOR ANY BUILDING 5 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER V Fy- ..:,el tificl ..a,taa Ol'IZffij nr ST- C' ,r 7 ^� 1 L0 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU6MITIED LAY IRIISS MFR. (C0661F PLAN 1574 LOT 22 HIDDEN PARADISE F10) Top chord 4x2 SP 112 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 120 0.25 14.96 SPECIAL LOADS Truss must be installed as shown with top chord up. (LUMBER OUR.FAC.-1.00 / PLATE DUR,FAC.=1.00) TC From 800 PLF at 0.12 to 800 PLF at 15.21 Sheathing 1s required for any longitudinal (drag) forces. All BC From 10 PLF at 0.00 to 10 PLF at 15.21 connections to be designed by the building designer. Fm MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3X3= 3X5111 3X3111 1.5X4(R) = 3X5111 3X5111 3X5111 3X3111 2X4111 3X5111 3X5111 3X5111 3X5111 3X5= TT 1 0-8 1 4-0 4 0 + + 9-1 211 2X4111 4X4= 04= 2X4111 15-2-8 Over Continuous Support R=803 PLF W=15-2-8 Note: All Plates Are W1.5X4 Except As Shown. �t MAI? PLT TYP. Wave TPI Design Crit: TPI STD 19.EJ40N .. .. •., A, ,� FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REID IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING D •�� Ir q 1`Y• TC LL 40.0 PSF REF R151-- 66038 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS * /_ INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53779). FDR SAFETY PRACTICES PRI -Cy �•• TC DL 10.0 PSF DATE 09/09/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT HEO . w, 471132 S TP IJ C TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • No. 47 1 8 2 **IMPORTANT** FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EAIL{�ERF•D * BC DL 5.0 P S F D R W HCUSR151 032520x12 PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DE4IATJON FROM THIS DESIGN; ANY FAIL E BUILD THE TRUSSES IN CONFORtAANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTgALI AND �� C -� BC LL 0.0 PSF HC-ENG MNM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N (NATIONAL SPEC, 8Y AFSPA) AND Tp{. ALPINE CONNECTOR PLATES ARE MAGE OF 2D/I6GA (W.HS/K) ASTH 5 • /�, (1J, K/HS) GAI-V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS 0.N0 UNLESS OTHERWISE LOCATED ON I ••.^ , �•� TOTLD 55.0 PSF SEAN 17567 DESIGN, POSITION PEP, Dft AHINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED 8'/ (I) SHALL BE •.•� M•i• ----- ----- ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DP.AWING INDICATES ACCEPTANCE OF PROFESSION � ;..`...`...... � DUR FAC. 1.00 FROM_KP 40 Alpine FJJgineefed Products,)III. ENGINEERING RESFOIIS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN ,wlNA�Y Il31ne "'t" HI, 3 RAA U OF HIS CO PnNFNT FOR Y RUILDING C THF RESPO GIRILITY OF HE BUILDING FSIGNER. PE 'ertific -horizBt A T I 5E f „ �, �4CI 24. �r LS ZO PAGE 1 Date : 09/11/2003 MANNING BUILDING SUPPLY LOG # : C0661 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name : PLAN 1574 Address : 1484 LOURAL WAY Address : LOT 22 HIDDEN PARADISE ATLANTIC BEACH 32233 Designer: KEN ----------------------------------------------------------------------------- I I Left Right Qty Span O.H. O.H. I Description --------------------------------------------------- -------------------------- 1 8 ' 2 ' 0 ' Bl PIP4 8 ' 3"8 2 ' 0 ' B2 3 613118 2 ' 0 ' B3 1 1617118 0 ' 0 ' C1 2 1617118 0 ' 0 ' C2 1 1617118 0 ' 0 ' C3 2-PLY 1 1817118 0 ' 0 ' C4 3-PLY 3 1817118 0 ' 0 ' C5 1 35 ' 116" 116" D1 PIGGY 4 35 ' 116" 116" D2 ,D3 PIGGY 1 12 ' 116" 116" El 7 12 ' 116" 116" E2 1 1616" 116" 116" F1 2 1616" 116" 116" F2 1 1616" 0 ' 0 ' F3 2 2114" 0 ' 0 ' G1 12 2114" 0 ' 0 ' G2 2 2114" 0 ' 0 ' G3 3 1816114 0 ' 0 ' G4 ** Hardware Roof ** 3 A HUS26 1-ply Truss Hanger 4 HU11 1-ply GPLam Hanger 52 LSSUH310 1 ply WI60 I-Joist Skewable ** Beams ** 1 8 BM-6 GPLAM 9-1/2" 1 7 BM-7 GPLAM 9-1/2" 2 26 RIDGE GPLAM 14" ** I-Joist ' s ** 26 22 H1 WI60 - 11 7/8" x 2 . 5" ----------------------------------------------------------------------------- 55 - Trusses 59 - # of Hardware 26 - # of I-Joist 0 - Piggy' s 0 - Jacks 4 - # of Beams 0 - # of Rim Board --------------------- 55 - Total Trusses A "A I w ; 16'L41, �-- 21'4" J- 6' --� 14'4" ---I— 4' —I H1 ARE 11-778 W160 I-JOISTS G1 -- - - CD In ¢ MN 3. Q CE 2 MN - 1- u- W N W N G2 RIOEBRM M T G3 T B3 `° -- z �co c 4 3^ — G4 'cr m m cn f m ca x G3 C3 62 G2 4'1"8 1 G1 C1 B1 16'4" 21'4** —}— 16'4" 1 ^� 6 H1 TRUSSES ARE ON 6/12 PITCH 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 8/12 PITCH 18 " OH SO/CUT 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT JOB : COGG I 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED CUSTOMER : BESTCON INC IN WRITING BY TRUSS PLANT MANAGER LOC : LOT 22 HIDDEN PARADISE 4. APPROVED BY DES I NGER : KEN PARKER APPROVAL DATE: BLACK WALLS = 9 ' 1 "2 PLT HGHT DEL. DATE : BLUE WALLS = 10 ' 1 -2 PLT HGHT PURPLE WALLS = 19 ' 7 PLT HGHT �«a . � �� . �� . � �� . � �� : . >�% . �� "o-A �� . . : �� . �� :�% «d% �� MANNING BUILDING SUPPLY KEN 8 Sep 2003 11:03 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineefing EngineeringAnalysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0661F.FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark# : BEAM 6 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 3.5".565 psi 3.5".565 psi 8'0" 1 LOADS Project Design Loads:Roof.Live=30 psf, Dead=12 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0101, 8'0" 18'6"s.c.(Slope:8.0/12) -CRY G4 2 Uniform(plf) 0 0 125% 0 0'0" 8'0" Uniform(plf) 4 0 0 0 8-0" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1658 1658 Max 125% 1112 1112 Min R'n 546 546 Min 125% 1112 1112 DL R'n 546 546 Min Brg(in.) 1.68 1.68 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1270 1 0-2" 41 3949 125% 0.32 M(ft-lbs) 3316 1 4'0" 41 8302 125% 0.40 LtRn(lbs) 1658 0 0101, 41 3461 100% 0.48 See Note#5 RtRn(lbs) 1658 0 8-0" 41 3461 100% 0.48 See Note#5 LLDefl(in.) 0.11 1 4'0" 41 0.27 U839 TLDefl(in.) 0.17 1 4'0" 41 0.40 U563 USE: GPLAM 2.0E 1.75x 9.50" 1 Ply Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. S. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. po 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. MR 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+1335/./2, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 13. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLY KEN 8 Sep 2003 11:04 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0661 F.FBD BESTCON INC LOT 22 HIDDEN PARADISE Mark# : BEAM 7 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L1240 Composite Action : No Slope : 0112 3.5",565 psi 3.5",565 psi LOADS Project Design Loads:Roof-Live=30 psf, Dead=12 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0'0" 7'0" 16'4"s.c.-CONVENTIONAL FRAME 2 Uniform(plf) 0 0 125% 0 010" 7-0" Uniform(plf) 4 0 0 0 TO Self Weight *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1216 1216 Max 125% 858 858 Min R'n 358 358 Min 125% 858 858 DL R'n 358 358 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 890 1 6-1" 41 3949 125% 0.23 M(ft-lbs) 2127 1 3'6" 41 8302 125% 0.26 LtRn(lbs) 1216 0 0.01. 41 3461 100% 0.35 See Note#5 RtRn(lbs) 1216 0 TO" 41 3461 100% 0.35 See Note#5 LLDefl(in.) 0.06 1 3-6" 41 0.23 U1366 TLDefl(in.) 0.09 1 3-6" 41 0.35 U964 USE: GPLAM 2.0E 1.75x 9.50" 1 Ply Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sited for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations:10=D, 20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133%✓2, 100=D+100%+115Vol2+133%, 110=D+Commercial Ld(100%) 13. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLY KEN 11 Sep 2003 10:01 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 po FASTBeam@ Engin Anal sis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0661.FBD BESTCON INC Mark# : H1 JOIST- Roof Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= L/240 TL = L/360 Composite Action : No Slope : 6/12 3.5",565 psi 3.5",565 psi 17'6" I f LOADS Project Design Loads:Roof. Live=30 psf, Dead=12 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 42 30 125% 0 0101. 17'6" 24"o.c.Base Uniform Load(Spacing Sensitive) `Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 760 760 Max 125% 525 525 Min R'n 235 235 Min 125% 525 525 DL R'n 235 235 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plf) 1 2 fW Max R'n 380 380 Max 125% 262 262 Min R'n 117 117 Min 125% 262 262 po DL R'n 117 117 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 668 1 0-2" 41 1775 125% 0.38 M(ft-lbs) 3324 1 8'9" 41 5419 125% 0.61 LtRn(lbs) 760 0 0101, 41 1714 125% 0.44 See Note#5 RtRn(lbs) 760 0 17'6" 41 1714 125% 0.44 See Note#5 LLDefl(in.) 0.44 1 89" 41 0.98 U539 TLDefI(in.) 0.63 1 8'9" 41 0.65 U373 USE: WI 60 11.88" (aD-24" o.c. f APA-11.88"PRI-601 Grade selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met:cut is at low end of roof joist overhang does not exceed 2 ft,and bearing stiffeners are used. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%✓2, 100=D+100%+115%.12+133%, 110=D+Commercial Ld(1005,o) 13. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLY KEN 11 Sep 2003 10:06 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0661.FBD BESTCON INC Mark# : RIDGE BEAM Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 3.5",565 psi Ll 5.0",750 psi 3.5"'565 psi 6 0., 18'4" LOADS Project Design Loads:Roof:Live=30 psf,Dead=12 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 010.1 24-4" 17'6"s.c.(Slope:6.0/12) -CRY H1 JOIST 2 Span Carried(psf) 42 30 125% 0 010.. 24'4" 17'6"s.c.(Slope:6.0/12) -CRY H1 JOIST 3 Uniform(plf) 0 0 125% 0 010" 24'4" Uniform(plf) 13 0 0 0 24'4" Self Weight *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 * * 2 3 SUPPORTS(Ibs) 1 2 3 Max R'n 2187 12847 5271 Max 125% 1932 8700 3595 Min R'n -1141 4147 1595 Min 125% -1396 2340 -80 DL R'n 255 4147 1676 Min Brg(in.) 1.50 4.89 2.67 [Based on bearing stress below] Brg Str(psi) 565 750 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 6331 2 0'2" 41 11638 125% 0.54 M(ft-lbs) 18433 1 8'0" 41 34537 125% 0.53 LtRn(lbs) 2187 0 0'0" 42 6921 100% 0.32 See Note#5 RtRn(lbs) 5271 0 24'4" 43 6921 100% 0.76 See Note#5 "' IntRn(lbs) 12847 0 8101, 41 13125 100% 0.98 See Note#5 LLDefl(in.) -0.05 1 3'12" 43 0.27 U2050 TLDefl(in.) -0.05 1 3-12" 43 0.40 U1803 LLDefl(in.) 0.35 2 8-2" 43 0.54 U554 TLDefl(in.) 0.51 2 8'2" 43 0.82 U383 USE: GPLAM 2.0E 1.75x14.00"2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Provide approved uplift resistance at supports with negative reactions. 11. Verify that load is applied at top or equally from both sides. qP 12.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 13.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various MANNING BUILDING SUPPLY KEN 11 Sep 2003 10:06 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 DOL may not match total max/min reaction. 14. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 15.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115W2+133%, 110=D+Commercial Ld(100%) 16. Group=Load Combination Number+Load Pattern number. (For simple span,Load pattern=1 for LL 0 for DL). go l PRODUCTS HARDWARE SCHEDULE 6/4/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R 26 63 800 1000 765 (6)16d (6)10dxl.5 TRUSS Skewed 45' F SUL/R 210 63 1330 1660 1250 (10)16d (10)10dxl.5 TRUSS Skewed 45' G LSSU210 60 1110 1390 875 (10)10d (7)10dxl.5 TRUSS Sloped-varies G ILSSU210 60 995 1145 1 785 (9)10d (7)10dxl.5 TRUSS Skewed-varies H THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 I THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange J THA422 LIR 62 1416 1675 310 (16)10d (3)10dxl.5 SYS 42 Skewed 45' K SUL/R 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' L ILSSU410 60 2430 3035 1150 (18)16d (12)10dxl.5 SYS 42 Sloped-varies L LSSU410 60 1625 1625 1150 (14)16d (12)10dxl.5 SYS 42 Skewed-varies M IUT312 69 1110 1390 245 (10)16d 2)10dxl,5 I-JOIST Face Mount 2.5" N HU312-2 70 2145 2680 1085 (16)16d (6)10d I-JOIST 2 Ply Face Mount ' O IUT412 70 1110 1390 255 (10)10d (2)10dxl.5 I-JOIST Face Mount 3.5" P IMIT316 83 2400 - - (6)16d (2)10dxl.5 I-JOIST Top Mount 2.5" Q SUL/R 310 63 1860 2330 765 (14)16d (6)10dx1.5 I-JOIST Skewed 45' R SUL/R 314 63 2395 2500 1150 (-18)16d 8)10dxl.5 I-JOIST Skewed 45' S LSSUH310 60 2295 2295 1150 18)16d (12)10dxl.5 I-JOIST Sloped-varies S LSSUH310 60 1600 1600 1150 (14)16d (12)10dxl.5 I-JOIST Skewed-varies T HU11 71 2950 3685 1 865 22)16d (6)1 0dx1.5 1 PLY LVL Min. Load T HU11 71 4020 4405 1440 (30)16d 1010dxl.5 1 PLY LVL Max. Load U HGUS48 103 6805 7925 3220 (36)16d (12)16d 2 PLY LVL V HGUS412 103 9155 9155 4055 56)16d (20)16d 2 PLY LVL W HGUS412 L 103+149 5035 5035 2028 56)16d 20)16d 2 PLY LVL Skewed 45' Lf W HGUS412 R 103+149 5035 5035 2028 56 16d (20)16d 2 PLY LVL Skewed 45' Rt X HUC412 71 2950 3685 1810 22)16d (10)10d 2 PLY LVL Inverted Flange Y HGUS5.50/12 72 9155 9155 4055 56)16d 20)16d 3 PLY LVL Z HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 (10)10d x 1.5 (2)10dxl.5 Tie Down Short UL2 H16 134 - - 1470 (10)10d x 1.5 (2)10dxl.5 Tie Down Lon UL3 H16-2 134 - - 1470 10)10d x 1.5 (2)10dxl.5 Tie Down 2 Ply Truss UL4 MTS12 131 - - 1000 7)10d (7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)10d 12)10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d 13)10d Tie Down Flat Strap 36" UL7 MGT 122+136 - - 3965 Threaded Rod or 22)10d Tie Down or Add UL8 UL8 PHD5 20 - - - 14 SDS1/4X3 Add UL7 Tie Down Add UL7 UL8 PHD5 20 - - 4685 Threaded Rod Tie Down TSB2-24 115 (4)10dxl.5 Brace Truss Spacer Face Mount Hangers - Plated Truss Products Fasteners Doug-Fir Larch/So.Pine Spruce Pine-Fir Model Min. Allowable Loads Allowable Loads No. Heel Height Carrying Carried Uplift Floor Snow Const Uplift Floor Snow Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115), (125) � 31/2 6-16d 4-16d 1135 11265 1 14551 1580 925 1050 12101 1315 HUS26 31/2 10-16d 4-1 Ed 1135 1800 2070 2245 925 1510 1 17351 1890 45X6 14-16d 6-16d 1550 2565 2950 3205 1390 1 2155 i 24801 2540 r pppp p pp pp pp Min. Dimensions Fasteners r pp4pptlpp MNodel Heel Ga W H B Carrying Carried iopoploj _ Height Member Memher ip pp p SINGLE 2x SIZES r1jpojp� o0 LUS24 2% 18 1X6 3y 1% 4-1 Od 2-1 Od p t a too. LUS26 4Y 1 y, 4y, 1% 4-1 Od 4-1 Od HUS26 45<, 16 1% Tye3 14-16d 6-16d Typical HUS HGUS26 4y 12 1 1% 5X, 5 20-16d 8-16d installation ,1+ 1, HGUS28 5y 12 1%T77:X6 5 36-16d 10-16d with Reduced •x". - 1! LUS28 4� 18 19 6 1� 6-10d 4-10d Heel Height ° Ye Ye /+ 's,re HUS28 6y2 16 1% 7 3 22-16d 8-16d LUS210 4Y 18 1y, 7% 1y,, 8-10d 4-1 Od HUS210 8% 16 1/ 9 3 30-16d 1016d i4 Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Modal Avg No. Ult Uplift' Uplifts Floor Snow Const Uplift' I Uplift' I Floor Snow Const UQlitt' Uplittl Floar Snow Const (133) (160) (113 (115) 1 (125) (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) y SINGLE 2x SIZES LUS24 1 3850 j 4651 490 640 735 800 490 490 690 795 865 1 390 465 540 625 675 $HUS28 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 00 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 13167 2000 2000 3585 3700 3775 2000_ 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 1 7750 930 11151 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 'HUS210 1 188331 28451 30001 3775 3920 4020 3000 3000 3585 3745 3850 2320 2780 2745 2870 2955 Dimensions Fasteners Doug Fir-Lareh/Southem Pine Spruce-Pine-Fir Min. Avg Allowable Loads Allowable Loads Model Height Ga yy H 8 Carrying Carried Ult Uplift' Uplift' Floor Snow Canal Uplift' Uplift' Floor Snow Const Member Member (133) (180) (100) (115) (125) (133) (1 0) (100) (115) (125) DOUBLE 2x SIZES LUS24-2 29(, 18 3y, 3y 2 4-16d 2-16d 53031 565 5651 765 1 880 j 960 465 1 555 640 1 7351 800 LUS26-2 4% 18 3ye 47/, 2 4-1 Go 4-16d 6076 1 11401 11651 10001 11501 1250 925 1 1115 820 1 9451 1025 HHUS25-2 4% 14 3% 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 1 24901 2710 i HGUS26-2 4y 12 3% 5% 4 20-16d 8-16d 14667 1 2000 2000 3755 4320 4895 1865 2000 3185 3660 j 3980 LUS28-2 4-Y, 18 3Y, 7 2 6-16d 4-16d 77501 11401 11651 1265 1 145.91 1585 925 1115 1050 1 1210 1 1315 HHUS28-2 6y, 14 3% 6r/6 3 22 16d 8-16d 19850 3000 .2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 5Y, 12 3% 7y16 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 LUS210-2 6%. 18 3Ye 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 HHUS210-2 8Y. 14 39(, fi�j 3 30-16d110-16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 HGUS210-2 7)i 12 3% 9X, 4 46-16d 12-16d 28333 3415 36651 7890 8110 8225 2795 3355 6110 6260 6360 TRIPLE 2x SIZES HGUS26-3 4y 12 41SY, 4y 4 2D-16d 8-i6d 14667 20001 2000 37551 4320 4695 1865 2000 3185 3660 3980 HGUS28-3 5Y 12 41% 7y 4 i36-16d 10-16d 25180 26501 2650 6245 7185 7810 2330 2650 5335 6135 6665 HGUS210-3 71X, 12 4+fie 9y 4 146-16d1 12-16d 283331 34i5l 36651 7890 1 8665 8665 2795 3355 ' 6745 7755 8430 HHU$210-3 By, 14 41y, 9 i 3 130-16d 10-16d 22167 2B551 3430 5190 5900 5900 2330 2795 4385 5040 5480 OU QUADRUPLE Zx SIZES 1.Uplift loads HHUS210-4 8Y, 14 ! 6Y, 8% 3 30-16d( 10-16d 1221671 2855 3430 5190 5900 5900 2330 2795 1 4385 5040 5480 have been 4x SIZES increased 33% LUS46 4Y, 18 1 39(, ay ! 2 4-16d ' 4-16d 5076 I 1140 1 1165 10D0 I 1150 1250 925 115 820 945 1025 and 60°la for HGUS46 4�y, 2 31; a?7e a !20-16d j 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or wind loading HHUS46 4(, 14 3% 5y, ! 3 14-16di 5-16d 146671 15501 15501 2580 I 29551 3225 1395 11550 1 2165 2490 2710 min no further LUS48 4'/, 8 39/e 1 63 2 6-16d 4-16d 7750 1140 1 1165 1 1265 1 1455 1 1585 925 1115 1, 050 1210 1315 nerease allowed. HIJS48 6Y 14 394, w 7 2 6-16d 6-16d 111901 15501 15501 1505 17201 1885 1315 1 1550 1, 1240 I 1425 1550 Reduce by 33°I HHUS48 5Y a 3Y 3 22-16dI 8-16d 198501 20001 20001 3885 44651 4855 1860 2000 32751 3765 4095 and 60%for HGUS48 514, 12 3% 7v, 4 36-16d I '.0-16d 251801 26501 26501 5245 7185 i 7810 2330 � 2650 5335 I 6135 1 6685 I normal loading 550 065 1 s80 1830 as in cantilever LUS410 5Y, 18 39f, 91 2 9-16d 5-16d '0906 1 '550; t 5501 1765 : 2030 1 7210 1390 construction. HHUS410 83, 9 3 30-16dI 10-16d 22167' 28551 ';4301 5190 59001 5900 2330 2795 ( 4385 50401 54801 HGUS410 74, 2 3% 9 4 16-16dI12-16d 283331 24151 36651 78901 96651 8665 2795 3355 ' 6745 7110 7210 HGUS412 9'/,6 2 :, 0?4, 4 56-16d I -d-I 6d 35000 1 39851 4780 1 9365 !03051104401 2260 3910 1 7130 1 7305 1 7425 01 HGUS414 ";, 2 25/, 2'/„ 1 76-t 6d I '6-16d 25000 1 555 5000 110295 10525 110680 3725 1470 1 '2g5 7500 7635 i Face Mount HangersStructural Composite Lumber Allowable Loads ActuaJoist Model Ga Dimensions Fasteners DFISP Species Header SPF Species Header Code Size No. Uplift Uplift Floor Snow Roof Floor Snow ! Roof Ref. W H B i Face Joist (133) (160) (100) (115) (125) (100) (115) ! (125) HU1.81/5(Min) 2!- 12-16d 4-10d-1,t 480 575 1610 1850 2010 i 1390 1600 1740 26,83,120 1 s � .. /4 x5Y2 14 HU1.81!5(Max) 1'iu 5;'e 25_, 16-16d 6-10d=1;, 720 865 2145 2465 2680 1855 2135 2320 26,120 HU7(Min) 113/6 61yfi 21/ 12-16d 4-10dx1Yz 480 575 1610 1850 2010 1390 1600 1740 26,83,120 1/x7y, 14 HU7(Max) 11X6 61X6 2y216-16d 8-10dx1y 960 1 1150 2145 2465 2680 1855 2135 2320 26,120 HUS1.81/10 11/6 ! 81/. 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 1/x 9y HU9(Min) 14 1"/,e 9X6 2Yz 18-16d 6-10dx1y 720 865 2410 2775 3015 2090 2400 2610 26,83,120 HU9(Max) 11%6 9%6 21/ 24-16d 110.10dx1y2 1200 ! 1440 3215 3700 4020 2785 3200 3480 26,120 HUS1.81/10 11% 82/ 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 111 11/ HU11 (Min) 14 1% 11X6 21/ 22-16d 6-10dxiy 720 865 2950 3390 3685 2550 2935 3190 26,120 HU11 (Max) 1'X6 11X6 2y, 30-16d 10-10dx1y 1200 1440 4020 4315 4405 1 3480 4000 4350 HUS1.81/10 14 113/16 8% 3 30-16d 10-16d 2845 3000 4900 5045 5145 1 4355 i 5010 5145 4.38 1%x14 U14 16 1'Y,6 10X, 2 14-16d 6-10dx1y 720 865 1 1860 2140 1 2330 1 1610 1850 2010 26 HU14(Min) 14 11%6 13X6 21/ 28-16d 8-10dx1y 960 1150 3750 ! 4110 14180 3250 3735 4060 120 HU14(Max) 1% 13'X6 21/ 36-16d 14-10dxiy 1680 2015 4540 4730 4855 4175 4730 4855 26,83,120 2 x HU2.75/10(Min) 14 2% 9 2y 14-16d 6-10dx1 y 720 865 1875 2155 2345 1625 1870 2030 X6 HU2.75/10 % 9 2y 18-16d 10-10dx1y 1200 1440 2410 2775 3015 2090 2400 2610 26,120 sy,-sy, (Max)( ) HGUS2.75/10 12 2/4 8%6 4 46-16d 16-16d 3630 3630 7940 8220 8410 5980 6195 6335 160 2 x HU2.75/12(Min) 14 2% 10j 2y 16-16d 6.10dx1y, 720 865 2145 2465 2680 ! 1855 2135 2320 26,83,120 11 X611, HU2.75/12(Max) 2/, 10% 2y 22-16d 10-10dx1y 1200 1440 2950 3390 3685 ! 2550 2935 3190 26,120 1/4- HGUS2.75/12 12 23/, 10i5 4 56-16d 20-16d 4055 4055 8410 8760 8995 6335 6600 6775 160 HU2.75/14(Min) 14 23/, 13 2y 18-16d 8 10dx1y 960 1150 2410 2775 3015 2090 2400 2610 26,83,120 2X6 x 14 HU2.75/14(Max) 2y4 13 2y2 24-16d 14-10dxiy, 1680 2015 3215 3700 4020 2785 3200 3480 26,120 HGUS2.75/14 12 2/, 12% 4 66-16d22-16d 5380 5380 8645 9030 9285 6510 6800 1 6995 160 HU2.75/16(Min) 14 23/, 14X6 2y220-16d 8-10dx1y2 960 1150 2680 3080 3350 2320 2670 2900 26,83,120 (( 2X6 x 16 HU2.75/16(Max) 2/, 14X, 2Y226-16d 14-10dx1y 1680 2015 3485 4005 4355 3015 3470 3770 26,120 HGUS2.75/14 12 2/4 126 4 66-16d 22-16d 5380 5380 8645 9030 9285 6510 6800 6995 160 HU48 Min 3y 61X, 2y 10-16d 4-10d 605 725 1340 1540 1675 1160 1335 1365 26,83,120 3y x 7y HU48 Max 14 3 6/ 2y 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 26,120 HGUS46 12 3% 47/t6 4 20-16d 8-16d 2325 2325 3940 4535 4930 3410 3920 4260 3,41 HGUS48 3% 71/16 4 36-16d I 12-16d 3220 1 3220 6805 7830 7925 5890 6655 6655 U410 16 3% 83/ 2 14-16d 6-10d 890 1065 1860 2140 2330 . 1610 1850 2010 26,83 HUS410 3y 815/;5/ 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 ; 2065 1,36,84,122 3y x HU410 Min 39"' 8 2y 1 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 i 2030 26,83,120 9y,-9y HU410 Max 14 38/ 85/ 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 26,120 ! � HHUS410 35/ - 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 71/16 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 HGUS48 12 3% 3,41 HGUS410 3% 8316 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 Z W U410 16 36 8% 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 26,83 HUS412 3%6 10y 2 10-16d 10-16d 2700 3240 2510 2885 3140 2065 2375 2580 1,36,84,122 3y x HU412 Min 14 36/ 10/6 2y 16-16d 6-10d 905 1085 2145 2465 2680 1855 2135 2320 26,83,120 N 11X,-11% HU412 Max 3% 105/ 2y 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 26,120 HHUS410 1 3% 9 1 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 HGUS48 3% 71/16 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 0 HGUS410 12 3 8'/,6 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,41 HGUS412 I 10'/,6 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 160 U414 ! 16 10 2 16-16d 6.10d 890 1065 2130 2445 2660 1840 2115 ! 2300 26,83 HU416 Min 31 13% 2y 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 26,83,120 3y x 14 HU416(Max) 14 3/ ! 13% 2/ I 26-16d 12-10d 1810 2015 3485 4005 43553015 3470 3770 26,120 HHUS410 j ! 3% 9 3 i 30-16d 10-16d 2855 3430 5190 5900 5900 : 4385 5040 1 5480 4,38 HGUS410 ! 3% ! 0/ 4 46-16d 16-16d 3630 3630 8780 3940 °940 ! 7365 1510 7510 3,41 HGUS414 12 3Y, 12%, 4 66-16d 22-16d 5380 5380 1001c 10015 10015 7890 818.5 301 160 HGU0410 SDS3 3% 8'/, 4 28 SDS'/ax3 I 8 SDSYcx3 3285 ! 3440 : 7415 1 7415 7415 7415 7415 7415 — i 1.10d common nails or 16d sinkers(9 gauge x 31/4")may be used 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake or instead of the specified 16d nails at 0.84 of the table load value. wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal loading 2.16d sinkers(9 gauge x 31/4')may be used instead of the specified such as in cantilever construction.For SPF,use 0.86 x DF/SP Uplift Load. _ 10d commons with no load reduction. 4.MIN nailing quantity and load values—fill all round hales: MAX nailing quantity and load values—fill all round and triangle holes- CODES:See page 8 for Lstim Chart. 71 LIGHT RS ABLE/SKEWABLE LSU'LSSU UHANG This series attach joists or rafters to headers,sloped up or down,and A GE.—W A"""GE skewed left or right,up to 450. MATERIAL: LSSU210-2, LSSU410-16 ga;all others-18 ga FINISH:Galvanized H INSTALLATION:•Use all specified fasteners.See General Notes. •Attach the sloped joist at both ends so that the horizontal force ®�°� LSU26 H j developed by the slope is fully supported by the supporting members. •Web stiffeners required for 1-joist applications. � ` U.S.Patent � I u •n•Fueces o m T 4,423,977 and CODES: BOCA, ICBG,SBCCI NER-209, NER-421,NER-432.City of L.A. y \ ppkOpE Canada Patent RR 24949,RR 25074 and RR 25076. \�To, 1,168,827 ,r , Dimensions Fasteners Allowable Loads \� DF/SP Species Header SPF Species Header �e ,foist Model LSSU410 TUP OR M Width No. Ga W H Face Joist Uplift, Uplift" FloortSno Roof Uplift, Floor Raaf (LSSU210-2 (133) (160) (1 00) Mail 1251 (133) ll pp) 115 1251 similar) Sloped Onl Hangers 1Y LSU26 18 1's 43/e 6-10d 5-10dx1% 485 535 665 765 800 415 575 660 690 1Y LSSU28 18 1%6 7Ye 10-10d 5-10dx1% 485 535 1110 1275 1390 415 960 1105 1200 1Y LSSU210 18 1% 8Yz 10-10d 7.10WA 730 875 1110 1275 1390 625 960 1105 1200 0 2Y LSSUH310 16 2% 8Y 18-16d 12-10dx1Y2 1150 11150 2395 2565 2565 990 2070 2215 2215k'A'FLIANGES 3 LSSU210-2 16 3A 8Yz 18-16d 12-10dx1% 1150 1150 2395 2755 2990 990 20702380 2590XY LSSU410 16 3�e 8Yz 18-16d 12-10dx1% 1150 1150 2395 2755 29901 990 2070 2380 2590Skewed Han ers or Slo ed and Skewed 1Yz LSU26 18 1Ye 4% 6-10d 5-1Odx1'% 485 535 665 765 800 415 575 660 6901Yz LSSU28 18 I% 7Ye 9-1Od 5-10dxI/z 485 535 885 885 885 415 765 765 765 1Yz LSSU210 18 1% 8Y 9-1Od 7-10dx1'/x 730 785 995 1145 1205 625 860 995 1050 2Yz LSSUH310 16 2% 8Yz 14-16d 12.10dxlY2 1150 1150 1600 1600 1600 990 1385 1385 1385 3 LSSU210-2 16 W 3Yz LSSU410 i68Yz 14-16d 12-10dxlY2 1150 1150 1825 1865 1865 990 1580 1610 1610 TO 45 1.Roof loads are 125%of floor loads unless limited by other criteria.Floor loads 2.Uplift loads include a 33%and 60%increase for earthquake UP OR DOWN may be adjusted for load durations according to the code provided they do not or wind loading;no further increase is allowed. exceed those in the roof columns. LSSU28 LSSU INSTALLATION SEQUENCE f Ae 1 q` Step 3 Nail hanger to slope-cut ANGLE Attach hanger LE Step 2 to the carrying Ca member,installing Skew flange to form acute member,acute ' a r 9 map seat nail first. angle.Bend other flange back angle side first. lodxi 2 No bevel necessary for ;, along centerline of slots. Install nails at NAILS skewed installation. Bend one time only, an angle. v HIP z 0 v H C P PLATES CORNEK Z 0 The HCP connects a rafter or joist to double top plates at a 450 angle. i9/,61-HCP2, z MATERIAL:18 gauge. 39/161•HCP4 FINISH:HCP2—galvanized; HCP4—Z MAX PLATE LINE INSTALLATION:•Use all specified fasteners.See General Notes. LOCATOR o •Attach HCP to double top plates;birdsmouth not required for table loads. FOR PROPER 6'•HCP2 •Install rafter and complete nailing.Rafter may be sloped to 45°. INSTALLATION 6%,HCP4 CODE:BOCA, ICBO,SBCCI NER-499. I' h Doug-Fir-Larch/ Spruce Pine-Fir 0 Fasteners Uplift So.Pine Allowable Member Model Av Allowable Loads' Size No. g Loads F To To I Ull (133_&1 60) (133&160) 2�y" Ratters Plates Uplift F Uplift I F 2x HCP2 6-10dx1'/z 6-10dxlV2I2017 605 I 300 520 260 39/16'HCp2,4/6" �l 4x HCP4 8-10d 8-10d 3367 1000 265 860 230 1.Loads may not be increased for short-term loading. 2.The HCP can be installed on the inside and the outside of the wall with a flat bottom HCP2 chord truss and achieve twice the load capacity. (HCP4 similar) Typical HCP Installation 3.Uplift loads include a 33%and 60%increase for earthquake or wind loading; U.S.Patent 5,380,115 no further increase allowed. 62 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8 68 5 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1S6015I-ZO109072639 Truss Fabricator: Manning Building Supply Job Identification: C0661-PLAN 1574 -- LOT 22 HIDDEN PARADISE Truss Count: 24 Model Code: Florida Building Code 2001 Truss Criteria: /FLBC Engineering Software: Alpine Software,Version 19.633. Structural Engineer of Record: Address: Truss Design Loads: Roof - 42 PSF @ 1.25 Duration Floor - 55 PSF @ 1.00 Duration Wind - 120 MPH (ASCE 7-98-Closed) Notes: Seal Date: 09/09/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: A12015EC-GBLLETIN-PIGBACKA-PIGBACKB-A1203OEC Ref Description Drawing# Date 1 65994--D1 03252001 09/09/03 2 65995--G3 03252022 09/09/03 3 65996--D1 PIGGY - 03252002 09/09/03 4' '65997--B1 03252023'_ 09/09/03 5 65998--B2 03252003 09/09/03 6 65999--63 03252004 09/09/03' 7 66000--C1 03252005 09/09/03 8 66001--C2 03252006 09/09/03 9 66002 -C3 2-PLY 03252007 09/09/03 10 66003--C4 3-PLY 03252008 09/09/03 11 66004--05 03252009' 09/09/03 12 66005--D2 03252010 09/09/03 13 66006--03 03252011 09/09/03- 14 66007--D2,D3 PIGGY 03252012 09/09/03 15 66008--E1 03252013 09/09/03 16 66009--E2 03252014 09/09/03 17 66010--F1 03252015 09/09/03 18 66011--F2 03252016 09/09/03 19 66012--F3 03252017 09/09/03 1 20 66013--G1 03252018 09/09/03 21 66014--G2 03252024 09/09/031 22 66015--G4 03252019 09/09/031 23 66016--H1 03252020 09/09/03 ' 24 66017--H2 03252021 09 09 03 IMIS ONG PRLPAREU rRUM LUML'UILl2 INPUI (I_UAuJ I 1 ,UU11 ,, , U, , "I1! (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE - B1) Top chord 2x4 SP #2 N 120 mph wind, 12.01 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP 113 wind BC DL-2.5 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. ----- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC - From 54 PLF at 2.07 to 54 PLF at 0.00 See DWGS A12015ECO203 & GBLLETIN0203 for more requirements. TC From 154 PLF at 0.00 to 154 PLF at 8.00 BC From 4 PLF at 2.07 to 4 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 30 PLF at 0.00 to 30 PLF at 8.00 CHORD SPACING(IN OC) START(FT) END(FT) BC 93 0.29 8.00 Deflection meets L/360 live and L/240 total load. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 1.5X4111 3 1.5X4111 3X5= 3X3= 1.5X4111 20-4 204 1112 2X4(A1) = 1.5X4 III 1.5X4111 1.5X4 ill �-- 2-0-0� 8-0-0 Over Continuous Support -- R=199 PLF U-105 PLF W-8 0-0 MA ��111d1NlMINNJI/Ayn� A' PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19. •••.. 'Y 'y FL 3 R - Scale -.375"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING 0A +q�•� TC LL 20.0 PSF REF R151 65997 BRACING. REFER TO HIB-91 (HANDLING [NST ALLING AND BRACING), PUBLISHED BY TPI (TRUSS `' INSTITUTE. 583 D'0N0FRIO OR.. SUITE 200. HADI SON, WI 53719), FOR SAFETY PRACTICES PRI •� �•� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1 0ICATEU. TOP CHORD SHALL HAVE PROPERLY AT HED \�o•47182 t TC DL 7.0 PSF DATE09/_09_/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • 17 ----- - --.. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO 7HE INSTALLATION CONTRACTOR. ALPINE ENGI ER O • * BC DL 5.0 P S F D R W HCUSR151 03252073 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANV FAIL E7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALII AND BC LL 10.0 PSF HC ENG MNM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL STA :• SPEC. B'i AFBPA) AN TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20(16GA (W.HS/X) ASTM 65" a /� — ---- - -- --'-- (W, K/Ii3) GAIN. `.TEEL. APPLY PLATES TO EACH FACE OF TRUSS AN0 UNLESS OTHERWISE LOCATED ON I ••:^-) V- TOT TOT.LD. 42.0 PSF SEQN 17778 DESIGN, POST TION PER DRAWINGS 160A-Z. AN INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNEX A3 OF TPI 1 2002 SEC. 3. A SEAL ON THIS OP.AWING INDICATES ACCEPTANCE OF PPOFESSIO � •.•. •••.•• �� OUR FAC l.'5 FROM KP Alpine Engineered Products,In C, ENGINEERING RESPONSIBILITY SOLELY FOP. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN V L 11aines City,FL 33344 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER /f,M a{�3Y- ',P -"j -- L,1±nc ,orizati AN 1 SEC 7N11�l111CC tltlK��- ACIN 24. ' J FF- 1S6 151_ZO IHIS UWG PRLVARLU hVUM LUMVUItR INVUI (LUAUS 5 UI Pit NS IUN]I JUHMIIILU Hi 1 o— MI It. (00661 PLAN 1574 - LOT 22 HIDDEN PARADISE - B2) Top chord 2x4 SP #2 N 120 mph wind, 12.19 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 8.15 2X4111 3 F-- I 2 4 12 3412 G1112 2X4(Al) = 10-1-2 3X5= �- 2-0-0 -- 8-3-8 Over 2 Supports --� R-492 U-343 W--3.5" R=322 U-193 W-3.5" ��N��+`�u►aaxiuu�� '` t.OARr�"`" PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 V�..•••••••.,�'Y � ' FL/-/3/-/-/R/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING D Q q�•• TC LL 20.0 PSF REF_ R151-- 65_99_8 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P T INSTITUTE. 583 D'ONOFRIO 1) - SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRI •� W. - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HED No.47182 _TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • r --- ------------ **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ER D : : * sBC DL 5.0 PSF _ DRW 11CDSR151 03252003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E • * _ BC LL 10.0 PSF HC ENG MNM/MMA BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALL[ AND AL P I N E P.RACING OF TRUSSES. THIS OES[GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I STA SPEC. BY AF6PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16CA (W.HS/R) ASTM 5 • /t, • _ (ll. K/HS) GALV STEEL. APPLY PI_AiES TO EACH FACF OF TP.USS AND UNLESS OTHERWISE LOCATED ON 1. ••:J•` v— TOT.LD. 42.0 PSF SEQN 17775 DESIGN, POSITION PFR ORAWIN GS 160A-Z. ANY INSPECTION OF PLATES FOLLOHEO BY (I) SHALL BE (• ---------- — ----- --- --- -------- - -- - T ANNE■ 113 OF TPI t-2002 SEC. 3. A SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PPOFESSION A %••••••••• CI� OUR.FAC. 1.25 FROM KP A1t)IIIe E'.TI€II1eCTed Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OLSIC,N SHOWN. THE SUITABILITY AN aVl- tYY- V I�'I I IIe (Itl FL 33844 [ISE OF iHIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER UL, ,;I,�. D1I�u A SEG CD4CI 24. 0 �� - 1S ,c, c0 l—, ,,-- — : THIS OWG PRLPARLO FROM COMPUIER INPUT (LOADS 8 UIMENSLUNti) yt-IBMIIIED BY IRUSS htIP. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE - B3) Top chord 2x4 SP #2 N 120 mph wind, 11.94 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 70 0.29 6.15 Deflection meets L/360 live and L/240 total load. 1.5X4111 3 1 10 12 11-1-2 2-10-12 __V � 2X4(Al) = +10 1-2 3X5= L--2-0-0--j 6-3-8 Over 2 Supports --� R-415 U=311 W-3.5" R=231 U-180 W-3.5" �pf,�WtiNMllllpry�nh PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 �7�..••• •.. �� FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING =� q�•• TC LL 20.0 PSF _ REF 8151 65999 BRACIFIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P T 4VVV INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISDN, WI 53719). FOR SAFETY PRACTICES PRI •� �•� PERFORMING THESE FUNCTIONS. UNLESS OTHEftHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT .HED 814.47182 +Tc DL 7.0 PSF DATE 09/09/03 - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jjj • 1r • —'----'------ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE "GI EftEO i * C DL 5.0 P S F D R W HCIJSRI5I 03252004 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANV FAIL Til BUILD THE TRUSSES IN CONFORMANCE IJITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLI AND r SBC LL 10.0 PSF NC -ENG MNM/MMA_ A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DSII SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.t15/Y.) ASTM 53 i STA •L ---- - — _---- (41, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •• /% Q••��y TOTLD 42.0 PSF SEON 17773 DESIGN. POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLL0 ED BY (I) SHALL BE� ••^4 0•i• ------ "'--- ---"-- - - - — ANNE' A3 OF IPI I-20U2 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION /f • ••• \A` DUR JAC. 1.25 F_ROMK_P Alpine Engineered Products,Inc. ENGINEEPING RESPONSIBILITY SOLELY FOP, THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN V\• �� V Maine I'!tV FL 3 44 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER erti fica -.,,�„�;laizad AI ... (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE C1) Top chord 2x4 SP #2 N 120 mph wind, 17.10 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP 112 N Located anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, Webs 2x4 SP #3 :W1 2x4 SP #2 N: wind BC DL-2.5 psf. SPECIAL LOADS End verticals not exposed to wind pressure. -—- --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 154 PEE at 0.00 to 154 PLF at 16.29 See DWGS A12030ECO203 & GBLLETIN0203 for more requirements. BC - From 30 PLF at 0.00 to 30 PLF at 15.29 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shim all supports to solid bearing. CHORD SPACING(IN OC) START(FT) END(FT) BC 73 0.15 16.29 3 X 5-�� 3 4"9 s 3X3% —I 5 10-0 9 5X7% 3X3% 3 3X5% 3-3 14 W1 E +I 1 10 1 2 3X3% 3X5% R=199 PLF U=105 PLF W=16-3-8 �3-1-123-0-0 -3-0-0—----J-<--3-0-0-- (� 7-2-6 —L 9-1-2 I L 16-3-8 Over Continuous Support— I' Note: All Plates Are W1.5X4 Except As Shown. tiSauaapq '„ , PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 FL 3 R - Scale =.25" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING : jj • �.• T C L L 2 0.0 P S F BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P (v R E F R151- 66000 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PR IO T i•r. �• ' '------—" PERFORMING THESE FUNCTIONS. UNLESS OTHERFIISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATT �✓ aTC DL 7.0 PSF DATE 09/09/_03_ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r: Na.47 1$2 - - -'- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED : * C D L 5.D P S F D R W HCUSP,151 03252()05 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLIN .4 • t�C LL 10.0 PSF HC ENG MNM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Da T SPEC. BY Af BPA) AND TPI. dLPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/R) ASTM 5� '• S• O • - ---- - --"—-- (I1, PfHS) GALV- STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON _ •• A '�� TOTLD. 42.0 PSF SEON 17795 DESIGN. PGSI TI ON PER DRAWINGS IBCA-Z. ANY INSPECTION OF PLATES TOLL0WED BY (I) SHALL BE •. ••.`��III —----- _-._- _.- ,--_-- --.--- --.--- _. -- _ \NMF% Al OF TPI L-2002 SEf. 3. A `SEAL ON THIS DPAHING '14DICATES ACCEPTANCE OF PROFESSION ••• ... . DER FAC. 1 25 _ FROM _K_P _ Alpine I ngineeled Products,Ill C. EMGINEERIPIG RESPOPISIBILITY SGLEI.Y FOR THE TRUSS COMPONENT DES[GPI SHOWN. HE SUITABILITY AN •••••••••• V _ Maines City,FL. 33944 II SE OF THIS COMPONENT FOR ANI BUILDING IS THE RESPONSIBILITY OF THE DLI ILOING DESIGNER. PER *..I ,N „IPI i SEL � �3�.'. SPACIN , 24. " J FF 1S ISI ZO "ati fica ..,.Ponz111 ali�u:cv '.�. :,.,.. I HIJ UWG PHILPAREH tRUM (,UMFUItH TNI+UI (LI)AUS A UI'It NSI VIVA) )UtlMiI,LU DI InU (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE - C2) Top chord 2x4 SP #2 N 120 mph wind, 17.47 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP /13 :W1 2x4 SP #2 N: wind BC DL=2.5 psf. :Rt Bearing Leg 2x4 SP #3: Calculated horizontal deflection is 0.21" due to live load and Left end vertical not exposed to wind pressure. 0.04" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 46 0.15 16.29 3X3111 Shim all supports to solid bearing. 1-11-4 3X5�i 2X419 7 0 8 F- 5 10 7 2 5X7% 3X3% 3X5% 3 ,- 3X5% 3X3= J 5 3X5% 3-3-14 W1 3X5% +10+10 1 2 3X6% 0-4-0 7-0-15 I 9-2-9 ! 16-7-8 Over 2 Supports R-696 U-180 W=3.5" R-696 U-556 W-3.5" '` 11111%1 n I111UUpI�MT!//yA�' PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 �7r?!''Y V, FL 3 R Scale =.25" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ��.� =TC LL 20.0 PSF REF R151- - 660.01 BRACIPIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, HADISON, WI 537) ). FOR SAFETY PRACTICES PRI .�G� — PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT�HEO N4• /��Qrl i ,—TC DL 7.0 PSF -DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .S Y Q/+ 1 - - --- -- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RE C D L 5.O P S F D R W HCUSR151 03252006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILII . BATED THE TRIISSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING, INSTALLIN AND k �� C C LL 10.0 PSF _ HC-ENG MNM/M_M_A ALPINE I D T AI BP.ACING OF TRUSSES. THIS DESIGN CONFORMS WITH TH APPLICABLE PROVISIONS OF NDS (NATIONAL D 1 /'SLI 1 IV —J SPEC, B AF BPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/I6GA (W,HS/K) ASTM ��rlc q V f EL. APPL'! PLAT T ACI{ FAC N U LESS OTHEP.WISE L GATED ON i - (W, 4., ,,,) G L S E E6 D E E DF TRDSS A D N D T : TOT.LD. 42.0 PSF SEQN 1784 DFSIGN. P05ITI0N PEROPAWINGS 160A-2. ANY INSPECTION OFPLATESFOLLOWED BYI) SHALL BE ��NNEX A;1OF TP[ 1-2002 SEC. 3. A SEALUPI THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION �• •..�� \+� DUR FAC 1.25 FROM KP/-�lI71I1(:I,IISTIIICCICCI IXfO(ITIC(S,II1C. EIIGEHEERING RESPONSIB[LIT'/ :OLELY FOR THE TRUSS COMPONENT DESIGN SH01-N. THE SUITABILITY A � �I L 3 844 UCE OF THIS COMPONENT FOR ANY BUILDING IS THE R E SPONS I B I L I T'/ OF THE BUILDING DESIGNER, PERCD4C24. " i] « 15611F1 ](1]..,�a - .—�, — lml� UNb rntrAntu rrcurl i.urlrur u� u'+rui Lw+�u� a uuicw�nnv�i �u uiuiLu n� in�,� inn. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE - C3 2 PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W1 2x4 SP #1 Dense: NAILING SCHEDULE: (12d-box-nails) :Rt Bearing Leg 2x4 SP #3: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. - - --- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 30 PLF at 0.00 to 30 PLF at 3.00 IN EACH ROW TO AVOID SPLITTING. TC From 93 PLF at 3.00 to 93 PLF at 16.29 TC From 30 PLF at 16.29 to 30 PLF at 16.58 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC - From 65 PLF at 0.00 to 65 PLF at 16.58 CHORD SPACING(IN OC) START(FT) END(FT) BC 66 0.15 16.29 120 mph wind, 17.47 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.83 ft from roof edge, CAT II, EXP B, wind TC 3X3111 DL-3.5 psf, wind BC DL-2.5 psf. - Left end vertical not exposed to wind pressure. 3X5 i 1114I 2X4=+19-7 0 L Trusses to be spaced at 52.0" OC maximum. a � Deflection meets L/240 live and L/180 total load. Shim all supports to solid bearing. 5X7% 3X3% 10 7 2 3X5% 3 3X3% 3X5% 5 3X5% 3-3-14 W1 3X5% 1012 3X6* R=1139 U-603 W-3.5" R 1278 U-1204 W-3.5" 0-4-0 f7 L, 7-0-15 —_ 9-2-9 J � �,�x�q�uwluluny�►ip�r�.. _I 16-7-8 Over 2 Suppor PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 v � '0 FL 3 R - Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING L T••• TC LL 20.0 PSF REF R151 66002 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T v /(� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W[ 53719), FOR SAFETY PRACTICES PRI ••� `' •• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED No. 7182 „��.TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • 1rY Y i/ _- -- --—_.- S **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG[ RE : C DL 5.0 P S F _ D R W HCUSPI5I -03252007- PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING,, HANDLING. SHIPPING, INSTALLIN AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D%11 G� STA OF :Rc SBC LL 10.0 PSF HC-ENG MNM/MMA SPEC. 5Y AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST . (LJ, Y/"S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERWISE LOCATED ON _ ..lot� Q '•�� TOT.LD. 42.0 PSF SEON 17830 OF GnI, P05[TI011 PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATE5 FOLLOWED BY (I) SHALL BE ••••flI••• ---- ANNEX A3 OF iPl 1-,'002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA •••. `yA1 DUR.FAC. 1.25 FROM KP ' Frigilleered PCOCILICIS,Inc. FNGINEER[NG RESPOHSIBILTTY SOLELY FOR THE TRUSS COMPONENT" DESIGN SHOWN. THE SUITABILITY ANO D'/�`N 4� _ IDines CI(y,1:1, 33844 LSE OF THIS COMPONENT FOP, ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �'T)`7� V Alpineerti n CPACIN ..,,;..5 �.: 1 rC 1i.'_i . THIS DWG PREPARED FROM COMPUTER INPU I (LOADS & DIMENSIONS) SUBmiI[ED BY TRUSS MFR. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE C4 3 PLY) Top chord 2x4 SP #2 N 3 COMPLETE TRUSSES REQUIRED L Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 NAILING SCHEDULE: (12d-box- nails) :Rt Bearing Leg 2x4 SP #3: TOP CHORD: 1 ROW @ 8" o.c. BOT CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. — (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING TC From 108 PLF at 0.00 to 108 PLF at 2.19 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. TC From 308 PLF at 2.19 to 308 PLF at 18.58 BC From 60 PLF at 0.00 to 60 PLF at 18.58 Trusses to be spaced at 48.0" OC maximum. 120 mph wind, 17.22 ft mean hgt, ASCE 7-98, CLOSED bldg, not 3X5111 located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-3.5 psf, wind BC DL-2.5 psf. T 1 11 4 Left end vertical not exposed to wind pressure. 3X5�i 2X419 7 0 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 8 CHORD SPACING(IN OC) START(FT) END(FT) TC 24 0.00 18.58 BC 110 0.00 18.29 3X5% Deflection meets L/240 live and L/180 total load. 5 X 7% 11 5 2 5X5= 3 r 3X6% 3X6= 5 3X6% 2-9 14 3X6% 1012 1.5X4111 R-2981 U-1499 W-3.5" R-3420 U-1720 W-3.5" 0--4q-0 I I I. 9-0-15 ,I_ 9-2-9 18-7-8 Over 2 Supports ,I �N�►uaeuun�� ' MA � y PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 ... 7 . FL 3 R Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING :.•n� • • ��•• TC LL 20.0 PSF REF R151 66003 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP! (TRUSS P GV{� INSTITUTE. 583 D'ONDFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI iJ�. �1•� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT HED �✓ `• TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No•47 1 2 — **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGI ERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL I = ; * C D L 5.() P S F D R W IiCUSR151 03252008- BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALL II A • gC LL 10.0 PSF HC"ENG MNM MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IGNN / SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201 16 (W.HS/K) ASTM 6T_Y , STA �F : - ---_----- ---- - (41, Y./H S) GAL'. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 1 •••A^ O 104.�-�� TOT.LD. 42.0 PSF SEON 17832 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE R C -- A -- PINEr. A3 OF TPI 12002 SEC. 3. A SEAL ON EHtS OP,AidtNG INOICATf.S ACCEPTANCE OF PROFESS A DUR.FAC 1.25 _ _ FROM KP Alpine Engineered Products,Inc. ENGINEEPING RESPONSIBILITY SOLELY FOR THE TPUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN n•••••••• Haines City,EL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE P.ESPONSIBILITY OF THE BUILDING DESIGNER, PER �n A A N A l e'ifica IDrizati AN 1 SEc \C + v �r 1 , THIS DWG PREPARED FROM COMPUILit INPUT (LOADS & UIMLN510N5) SUHMIIit, BY TRUSS MIH. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE C5) Top chord 2x4 SP #2 N 120 mph wind, 17.22 ft mean hgt, ASCE 7 98, CLOSED bldg, riot Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. :Rt Bearing Leg 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Left end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 52 0.00 18.29 Deflection meets L/360 live and L/240 total load. 3X3111 T 1-11-4 3X5�i cb 2X4=h19-7-0 8 5X7% 3X3% 11 5-2 4X4% 3 3X5% 3X5= _ s 3X5% 2 9 14 3X5% D 10-1-2 1.5X411f 0--4µ-0 II 1 9-0-15 I, 9-2-9 ,J 18-7-8 Over 2 Supports R-774 1-1-206 W-3.5" R-787 U-554 14-3.5" 0AVOMMea ft, -40 PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 FL 3 R - Scale =.25" Ft. *WARNING* TRUSSES REOUIP.E EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING D •• .•Q ��•• TC LL 20.0 PSF REF R151- - 66004 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS GV{, INTI TUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, 411 53719). FOR SAFETY PRACTICES PR l. �•� -- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATI • No•47182 i TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • -— - --- - "*IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIrBERED * BC DL 5.0 P S F D R W HCUSR151 03252009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANINSTAL FAIL E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. AN BC LL 10.0 PSF HC ENG MNM Mh1A BRACING OF TRUSSES. THIS DESIGN COMFOPMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL I�G�{yy ALPINE SPEC. NY AF8PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE Or 20/16GA (W HS%K) AST 65 7•• STA OF _ --- --.— -----_-- (W.' Y/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ••••/�"� TOT.LD. 42.0 PSF SEON- 17835 DEIGN, POS1Ti0N PER DR AIJI NGS 160A-Z. ANY INSPECTInN OF PLATES FOLIDWED BY (I) SHALL BE P y A N tJEV A3 OF TPI 1-2002 SEC. 3. A SEA I. UN THIS DRAWING INDICATES ACCEPTANCE OF PR OFESSIO A •••••••••••�� DURFAC _1.25 FROM_KP F�l)llne 1'.I1L_T IITCCTCCi{110Cj llC(S,Inc. rtIGINEERING P,E SP OII',IB[LITY SOLELY FOP, TIIE TRUSS COMPONENT DESIGN SHOWN. THE SII ITABILI TY A V`• _ Ila 1H e T'it, FL, 3 444 US OF THIS 1011PONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER rn�Cl 24. I'- EC J rr 1S �i rT ZO ,v �;1 SEC ... .:: .. THIS UWG PREPARLU FROM CUMPUILR INPUI (LUAUS & UIMLNJION J) �UBr'l1IIED UI r1FR. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE - E1) Top chord 2x4 SP #2 N 120 mph wind, 22.62 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP Q2 N Located anywhere in roof, CAT II, EXP B, wind TC DIF 3.5 psf, Webs 2x4 SP #3 wind BC DL-2.5 psf. SPECIAL LOADS See DWGS A12030ECO203 & GBLLETIN0203 for more requirements. --- - (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 54 PILE at -1.66 to 54 PEE at 0.29 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC - From 154 PEE at 0.29 to 154 PEE at 12.00 CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PILE at 12.00 to 54 PEE at 13.66 BC 75 0.21 11.79 BC From 4 PEE at 1.66 to 4 PLF at 0.00 BC From 30 PILE at 0.00 to 30 PEE at 12.00 Deflection meets L/360 live and L/240 total load. BC From 4 PEE at 12.00 to 4 PEE at 13.66 Shim all supports to solid bearing. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4-- 3 X 5% X43X5% 3X5�� 8 (� 1.5X4111 � a 1.5X4111 3X5�i 7Xlo(R) 6X67X10(R) io 5 5 1 = + + T1.5X4111 1.5X4111 20-11-4 T 1 9-4 1-9-4 6 19 7 0 3 X5% -J6 3X5 1.5X4111 1.5X4111 L< 1-6-0 7�-J<- 3-1-12 �)E 5-8-8 �� 1-6-03J 1 6-0-0 ,�E 6-0-0 1 6-0-0 6-0-0 12-0-0 Over 4 Supports - -� R-483 U-333 W=3.5"R-683 U-362 W=3.5" R=-513 U-333 W=3.5" R=683 U=362 W-3.5" PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 F,'fYl�j'Tj FL/-/3/-/-/R/ Scale -WARNING` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING �^'�, C�r••� TC LL 20.0 PSF REF 8151- 66008 BRACING. REFER TO HB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T r T INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRI c` - --- PERFORMING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATHE --- P �•• TC DL 7.0 PSF _ DATE 09/09/_0.3_ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••••� No.47182 p "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED • �B C D L 5.0 P S F D R W HCUSR151 03252013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY 'AI E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALL A BC LL 10.0 PSF HC-ENG MNM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL IGNA• �•T A /rr • SPEC. BY AF&PA) AND TP[. ALPINE CONNECTOR PLATES ARE MADE OF 20116GA (W,HS/K) AST 6Cy • STA A O• (W, K!HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OIH11WISE LOCATED ON I •••�.�0 ��:� TOT LD 42.0 PSF SEON 17767 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLL OWE DBY (I) SNALL BE ---- ---- --- - --- --- ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO . . FROM Alpine E ngIIICCied I rod UCIS,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY A � ••••••• DURFAC1 25 KP`,� I1aines 0 Wv.PI, 33 44 USE OF THIS COIIPONENL FOR ANY BUILDING IS THE RESPONSIBILIT'( OF THE BUILDING DESIGNER. PER f}"iAIQ CD 1C I N 4. " J 617 E: 1S T T_ZO 'Yti Pica ,,, OTfz�u ,t,:,. :.. AN ,.I SEG .,.. ., .:: _ . �.. nr� �wu rnCrHnCv rnvi alit viten ♦nr v �� num d vi��i,.�,�r,l �uiiti�� uii�u. iu i.. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE E2) Top chord 2x4 SP #2 N 120 mph wind, 22.80 ft mean hgt, ASCE 7 98, CLOSED bldg. Bot chord 2x4 SP {2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP 1/3 wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 80 0.00 12.00 4X4=- 3X50 X4=3X50 8 F— 3X55 8 5 9-4 1.5X4111 6X6= 1.5X4111 T 6 T 1 9-4 6 1 9-4 +1970 _ 30% 3X3- L. 1-6-0 IJ 11 1-6-0 IJ 6-0-0 6-0-0 12-0-0 Over 2 Supports _1 R-596 U°=369 W-3.5" R-596 U=369 W-3.5" ��,,gtnNNAirprH MART PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6v ••"""'•• FL 3 R Scale =.375" Ft. *WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ••'(� T•• TC LL 20.0 PSF REF R151 66009 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P v INSTITUTE, 583 D'0NOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI T - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT#IEll No. JI��Q/ •� 7! C DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No Y V r • � **IMPORTANT** F(IRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REQ C DL 5.0 P S F D R W HCUSR151 03252014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR THIS DESIGN: ANY FAILU - BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLINf. SHIPPING, INSTALLIN NO ��' ,tom C LL 10.0 PSF HC-ENG MNM MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH ApPITICA8LE PROVISIONS OF NDS (NATIONAL DE Gxp i ST fit► / - SPEC. BY AF&PA) AND TPI. ALPINE CONNECT�P PLATES ARE MADE OF 20/16 A (W,II S/K) ASTM • Qr� • _--' ---"— (L), KI S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T •••�� i4 TOT.LD. 42.0 PSF SEQN 17757 DESIGN, POSI110N PER DRAWINGS IFOA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ••�`Al - ---- —----- - -- ----- ANNEX Al OF TPI 1-21102 SEC. 3. A SEAT. ON THIS DPAWING INDICATES ACCEPTANCE OF PROFESS[ONA ��••••.•. OUR FAC. 1.25 FROM KP Alpine Enginecled Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMP0 NE FIT DESIGN SH0UN. THE SUITABILITY AND _ Ilalnes City,EL 33844 IISE OF THIS COMPONENT FOP ANY BUILDING IS THE RESPONSIBILITY OF DHE BUILDING DESIGNER, PER - ��r(ificat 'orizaU AN --°• I SEC. �� ',PAC I NG 74.0" J FF 1S6 1,l ZO -- - (C0661 PLAN 1574 LOT 22 HIDpEN PARADISE F1) THIS UNG PRLPARtU FRUM CUMPUItr LNPUI (LUAUb 5 L)IMLN�10Nti) 1UUM111LU TOYIRU1l MI I<, Top chord 2x4 SP #2 N 120 mph wind, 23.37 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP !/2 N Located anywhere in roof, CAT I1, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 :W2 2x4 SP #2 N: wind BC DL-2.5 psf. SPECIAL LOADS See DWGS A1203OLCO203 & GBLLETIN0203 for more requirements. - - (LUMBER DUR.FAC.-1.25 / PLATE DUR,FAC.-1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 154 PLF at 0.00 to 154 PEE at 10.50 CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at 10.50 to 54 PLF at 18.16 BC 120 0.15 16.35 BC From 4 PLF at 1.66 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 16.50 Deflection meets L/360 live and L/240 total load. BC From 4 PEE at 16.50 to 4 PLF at 18.16 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE 4X4= BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE 3X3- DESIGNED BY THE BUILDING DESIGNER. 5X5 $ r— 5X9(R) i0 8 3X3% 6 11 1 3X8% 3X5/9 3X8 W2 T 3X50 -� 1-9-4 1 9 4 - -19 7 0 -Y---_ + 3X3= + 3X5= + 3X3= 5X7(R) III E 1-6-0 3 1-6-0 3J I- 8-3-0 I 8-3-0 16-6-0 Over 2 Supports --� R=386 PLF U-204 PLF W-4 9 8 R-771 U-408 W-3.5" Note: All Plates Are W1.5X4 Except As Shown. 0j02VH"4N% PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 �`'{IhAA FL 3 R Scale -.375"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING 0 Y, BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P G��•• Cq�••.• N— oTC LL 20.0 PSF REF R151 - 66010 INSTITUTE. 583 D'ONOFRIO OR., SUITE Z00, MADISON, W1 53719). FOR SAFETY PRACTICES PRI (�V -- -'--- PERFRMING THESE FUNC770N5. UhlLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT H •"+ •• TC DL 7 .0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • No.47 82 • **IMPORTANT** FURNISH A COPY OF TM IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED • .k _=g C D L 5.0 P S F _D R W HCUSR151 03252015 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL, E : _ BUILO THE TP.USSES IN CON FOF,HANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALL, A gC LL 10.0 PSF HC ENG MNM MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL IGEN L ALPINE SPEC. BY AFSPAI ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,I1S/Y) ASTM y STA O i• --- -------- (41, k'/HSI G:�L4. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANb UNLESS OTHERWISE LOCATED ON I •••�� TOT LD. 42.0 PSF SEAN 17754 DE:iGN. POS,TION PFR DRAWINGS 150A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE -- ANNEX A3 OF TPI 1-2002 SCC. 3. A SEAL ON THfS DRAWING INDICATES ACCEPIANCE OF PROFESSIO ••� •• DUR.FAC. 1 25 FROM KP _ Aipine Figinecred PTOdnct3,Inc. ENSI NEFRING RESPONSIBILITY SOLELY FOR THE I'RIISS COMPONENT DESIGN SHOWN. THE SUITABILITY AN ••••• }�A MIe -it, -1, 34,q44 ISE OF TlIIS COHP OfiF NT FOR ANY BUILDING ,5 THE RE6FONSI8ILITY OF T}IE BUILD/NG DESIGNER. PER Pica ,... aorizati AN t sec t, ,. � '.. .: ....� _1:',>. ..„. LtI�A—��.,.., c'IT�C 1 N - 24. r r 1 1 r i ZO (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE F2) Top chord 2x4 SP #2 N 120 mph wind, 23.55 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP {f3 DL=3.5 psf, wind BC DL-=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 16.50 4X4= 3X5�i 8 — 3X5 8 7 3 4 1.5X4111 1.5X4 III T 1 9 4 1 9 4 19 7 0 3X8= 3X3= 3X3=- 1-6-0 X3=1-6-0 3;-J 1, 1-6-0�J 8-3-0 1 8-3-0 I 16-6-0 Over 2 Supports R-785 U--468 W-3.5" R=785 U-468 W-3.5" �ggtxxaaaq�p� ART�'H�h� PLT TYP. Wave TPI Design Crit: TPI STD M FLBC 19. �7 ,.• •.,� FL 3 R - Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING -D ,� BRACING. ,REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS yT�, �•�. TC LL 20.0 PSF REF 8151-- 66011 INSTITUTE583 D'ONOFRIO DR.. SOI TE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRI 7� •0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HED No 471 2 STC DL 7.0 PSF _DATE 09/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` • .. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ER : ♦ gC DL 5.0 PSF DRW I-IC USR151 032520]6 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILI E BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLI AND ALPINE BRACING OF TP.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I STA �� BC LL 10.0 PSF HC ENG MNM/MMA - SPEC. BY AFBPAI AND TPI. ALPINE CONVECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 5 • A A ----------- --- (W, Y/H$) G4LV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON - •• A-` ,.,•�� TOT.LD. 42.0 PSF SFON 17748 DESIGN, POSITION PER DRAWINGS I6OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE ••• i ANNEX A3 OF TPI 1-2001 SEC. 3. A SEAL ON THIS DP.AYIING INDICATES ACCEPTANf,I OF PROFESSION, �-` DUR.FAC. l.''5 __ _FROM _K_f Alpine Engineered Products,Inc. ENGINEERING PESPONSIBILITY SOLELY FOR IMF TRUSS COMPONENT DESIGN SHOWN. THE SIJ I TABILITY AND Flames(-1)y,I'1. 33344 USE OF THIS COMPONENT FOR ANT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �+ANA�. -- Ir�BI �I,�H AN $ED. coQCIN ?4.0 J V,F 1S6 Z 10 THIS DWG PREPARED FROM COMPUIER INPUT tLOAUS & OIMLNSIDN'a) SU Ht11IILI) BY IItU>ti MhR. (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE - F3) Top chord 2x4 SP P2 N 120 mph wind, 24.10 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP 112 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL--2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 16.50 4X4= 3X5�i 3X5o� 8 (— 8 7 3 4 1.5X4111 T1.5X4111 T 1 9-4 1 9 4 _L_ +19-7 0 3X8= r 3X3= 3X3=- 8-3-0 X3=8-3-0 I 8-3-0 16-6-0 Over 2 Supports R=693 U--351 W--3.5" R-693 U-351 W-3.5" Vkj11*�M11RNjj#' PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 �,'`r`..... i FL 3 R - Scale -.375" Ft. ' WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING .•�w� • Cq BRgCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P T �'j �/•'� TC LL 20.0 PSF REF R151- - 66012 INSTITUTE, 5113 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRI •� ----"--- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HE . TC DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. /A,^•47 •'Z _IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED • IMV 4 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E BC DL 5.0 P S F D R W HCUSR151 03252017 BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRI C.ATING. HANDLING. SHIPPING, INSTALLI AIM ALPINE BRACING OF TRU5SES. THIS DESIGN CONFOP.MS IdITH APPLICABLE PROVISIONS OF NDS (NATIONAL IG1N{• BC LL 10.0 PSF HC-ENG MNM/MMA___- SPEC. BY AF PA) AND TPI. ALPINE CONNECTOR. CLATES ARE MADE OF 20/1BGA (W,HS/K.) ASTM STA C)F --"--'--- (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS 0 11ERWISE LOCATED UN I •••A�O 101�+�w\:A��' TOT.LD. 42_._0 P_S_F SEON- 17750 DESIGN. POSITION PER DR A4II FIGS 160A-2. ANY INSPECTION OF PLATES FOLLONED BY (I) SHALL BE —V ANN A3 OF TPI 1-2002 SEC. 3. A SEAL ON THI5 DRAWING INDICATES ACCEPTANCE OF PROFESSIO • V` DURFAC. 1.25 FROM KP Alpine SIT�II1CeFed R1od UC(c,In C. ENGINFERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A ••••••••• Ilalnes ft-2-T 3384,1 IIS OF THIS COMPONENT FOR ANY BUILDING IS THE PESPONSIBILI TY OF THE BUILDING DESIGNER, CER /)Ei� `� n r AN _.:.1 SEC r :...— .�_; N • •�� 0 1 S6 . Z :oFl]BM (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE Gl) Top chord 2x4 SP #2 N 120 mph wind, 24.56 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind 8C DL-2.5 psf. SPECIAL LOADS See DWGS A12030ECO203 & GBLLETIN0203 for more requirements. (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 154 PLF at 0.00 to 154 PLF at 21.33 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC from 30 PLF at 0.00 to 30 PLF at 21.33 CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.21 21.12 Shim all supports to solid bearing. 4X4-- + X4=+ MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 5X7 (R) III 8 (� � 8 + + 866 + 3X5% 3X5 T T 15 1 1 5 1 � 197 0 3X � 3 X 5 —1 6 R=199 PLF U=105 PLF W-21-4-0 6 L L�--3-1-12 1- 3-0-0 —3-0-0--3-2-8-8—��3-0-0-�E 3-0-0-J �E 10-8-0 10-8-0 \� 10-8-0 10-8-0 `I 21-4-0 Over Continuous Support Note: All Plates Are W1.5X4 Except As Shown. p�u► wnmrygy � PLT TYP. Wave TPI Desi n Crit: TPI STD FLBC 19. T�yyi FL 3 R Scale =.3125" Ft. TW **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING •:+Q ��•• TC LL 20.0 PSF REF R151- - 66013 BRACING. REFER TO HIB-91 (HANOLI NG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS INSTITUTE, 583 D'0N0FR10 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PR ------- — PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT CIED •� h A�•• TC DL 7.0 PSF DATE_ 09_/09/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ftIG10 CEILING. • No.471 (• • _ _ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED * B C D L 5. P S F D R W HCUSR151`03252018 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILE1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLI AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SI BC LL 10.0 PSF HC-ENG MNM MMA ALPINE 5 STA OF z, _ -_ / SPEC. 8Y AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (N,HS/K) ASTP (N, Y./HSI GALV. STEEL. APPLY PLATES TO EACH FACE OF TRV�S AND UNLESS OTHERWISE LOCATED ON :••/Cj TOT.LD. 42.0 PSF SEQN 17674 DESIGN. POSITIOPI PER OR AMl1 NGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE R v ANNEX A3 OF iPl 1-200: SFr, 3. q SEAL ON THIS OR WING INDICATES ACC E➢TANCE OF ➢ROFESS/0 ••••+••�••• CI� DUR FA1.. 1 _ _ Alpine Engineered PEOdIICIS,Inc. ENGINEERING RESPONSIBILITY SOLELY FOP. THE TRUSS C014PONENT DESIGN SHOWN. THE SU L TABILITY A S V 2 5 FROM K P IIB(TICS CI(y.I'I. 33844 USE OF THIS COMPONENT FOP. ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V tYy 7 - `— ( 7 rtifica orizati AN - t sEC.�, _ - _ _ � ��-� �PACyN 24.0° j FF 1J6 I�] LO (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE G2) THIS UNG VRLVARLU IHUM LUMVUILH INFUI (LUAUS 6 ULMLNSIUNJ) ]UHCIIIILL) UI IRU— Top chord 2x4 SP #1 Dense 120 mph wind, 24.91 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 21.33 4X4=- 3X 5% =3X5% 3 X 5 8 f 8 6X6= B 10 9 3X5% 3X5��- 6 6L T 4X4 4 X 4 1 9 4 1 9 4 1970 1.5X4111 1.5X4111 10-8-0 10-8-0 10-8-0 10-8-0 21-4-0 Over 2 Supports R-896 U=450 W-3.5" R-896 U--450 W=3.5" PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.61?* .`" FL 3 R - Scale -.3125"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING �•• TC LL 20.0 PSF REF R151 66014 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P [) INSTITUTE, 583 O'0N0FRIO OR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI TO �•\.7� <C1 . PERFORMING THESE FUNCTIONS. UNLESS 0THERIJISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED w,4. A'I�Q'} �C DL 7.0 PSF DATE 09/09/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,�f Y/ V r+ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINIZRE • C D L 5.0 P S F D R W HCUSR751 03752024 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU I$�4^1 B LI[LD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLIN NO • " ------ BUILD - -�- ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE Gwp ST �� f� C LL 10`0 PSF HC-ENG MNM/MMA SPEC, BY AFRPA) AND TPI. AIPINE COPINECTOP PLATES ARE MADE OF 2O/16GA (W,HS/Y,) ASTMN11A1 (WY. HS) GALV. STEEL. APPL'f PLATES TO EACH FACE OF TRUSS AND UNIESS OTHERWISE LOCATED ON • 100 TOTLD 42.0 PSF SEON 17816 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ..ANNEX A3OFTPI 1-2002 SEC. 3. A SEAL ON 7X1$ DRAWING INDICATES ACCEP7.4NCE OF PROFESSIy/`�_/��• ••••� DOR.FAC. 1.25 FROM KP _ Alpine ERIRCCTCCI Products,Inc. ENGINEEflING RESPONSIBILITY SOLELY FOP THE TRUSS COMEOIJENT DESIGN SHOWN. THE SUITABILITY AND V ti � V jT1) Ilalnes i(y,FI, 33844 USF OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,/�N -- i5D'r u.�k IYIWCBI .. 1FIf011O sem.., AN e �i SEC. ., r. ..'. e. , ..� . ,.. ~ COACIN °40" U C 1S6 Tl;l _L01 IHSS DWG PREPARED IRUM CUMPUILN INPUI (LUAU> 5 ULMtUJI IINbl �UUMllltu UT IRU» rvHn- (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE G3) Top chord 2x4 SP #1 Dense 120 mph wind, 24.91 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x8 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, Webs 2x4 SP #3 :W2,WI2 2x4 SP #2 N: wind BC DL--2.5 psf. SPECIAL LOADS Calculated horizontal deflection is 0.20" due to live load and - — (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) 0.08" due to dead load. TC From 54 PLF at 0.00 to 54 PLF at 21.33 BC From 30 PLF at 0.00 to 30 PLF at 21.33 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC 1705 LB Conc. Load at 18.58 CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0,00 10.67 THE ARCHITECT OR ENGINEER OF RECORD SHALL EVALUATE BC 70 10.67 21.33 AND APPROVE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE Deflection meets L/360 live and L/240 total load. FOR LOAD MAGNITUDES AND LOCATIONS. 5X5(R) III 3X5�i 3X5,- 8 F— 8 3X5! 3X5`- 8 10 9 6X1O(R) III 3X811 3X8 J 6 6 �\ W2 3X5% 3 X 5 T 1 9 4 / W 1 9-4 5X7% 5X19-7-0� 3X II 1705# 3X II r 10-8-0 10-8-0 10-8-0 10-8-0 j� 21-4-0 Over 2 Supports R-1115 U-590 W=3.5" R-2382 U-1260 W=3.5" �Nq{NNNllpli��ht �MARTAA, PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 � .••""'••,''Y� FL 3 R - Scale *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING .•�•�� •• STC LL 20.0 PSF REF 8151 - 65995 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P rV• INSTITUTE, 583 D'0N0FRIO I)R., SU TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI T — — PERFORMING THESE FUNCTIONS. UNLESS OTHERW SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT'I'RED No.47182 sTC DL 7.0 PSF DATE 09/09/03 17 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � �„ _._ r — ** FURNISH A COPV F T **IMPORTANT 0 HIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINRE� 9 C D L 5.0 P S F D R W IICUSR151 03252022 PRODUCTS. INC. SHALL NOT BE P.ESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN: ANV FAILU 1f� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLIN NO • — -—- —'— - BP. 11G OF TRUSSES. THIS DESIGN CONFOR FIS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D T�yy� tC r —`/ALPINE SPEC. BV AFBPA) AMD TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/)6GA (W,HS J Y) ASTM 5 •• �I OQ. • U: Z' LL 1D O PJF [IC ENU MNM MMA (W, Y./HS) GALA. STEEL. APPLY ELATES TO EACH FACE OF 7RIISS ANO UNLESS OTHERWISE LOCATED ON T1 s '• ' ••- 400 TOT. 42 0 PSF _ SEON 1781.8 '�� _ _ JESIf.N. POST ItN PER DRAWINGS 16UP,-Z- ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P •• i �N PI E> A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DR AYI I PIG INDICATES APC[PTANCE OF PROFESSION.+. •p•••.•••.• ' - - AlpineEngineeledPIOCIUCIS,file FN,INE ER IPTG RESPONSIBILITY SOLELY FOR THE TPUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN s+)/� DUR.FAC. 1 L5 FROM KP (lain I>' L 3 IILOING DESIGNER, PER STT/U -- —.... ——_ _ s. olifica ;TOnaati C,n!C 1 2 4. JjFr- IJ:, OF�THIScCOF1P UNE PIT FOR ANY BUILDING I� THE RESPOFISIBIL/iY OF THE BI a �� =�. �n1J u,iu rnCrHKCu tttVii �vtir u�[rt iwrui (�i �u, .s �i�icry-i�w.�) �u u�it�l[V nl ii !., ilr.t. (C0661 PLAN 1574 - LOT 22 HIDDEN PARADISE G4) Top chord 2x4 SP X12 N H = recommended connection based on manufacturer tested Bot chord 2x4 SP #2 N capacities and calculations. Conditions may exist that require Webs 2x4 SP #3 different connections than indicated. Refer to manufacturer publication for additional information. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.00 18.52 4X4=- 3X50 X4=3X50 8 3X5�� 8 6X6= 3X5o� 3X5,% 6 L— T \ 2214 5X51 3X5 20 11 14 1 9 4 / 1.5X4111 +19-7-0 1.5X4111 1 10-8-0 7-10-4 ,1 10-8-0 7-10-4 18-6-4 Over 2 Supports R=1019 W-3.5" R=1019 H-Simpson HUS26 w/ 6 10d Common, 0.148"x3.0" nails in Truss �,I Q1y'4 , ommon, 0.148"x3.0" nails in Girder y��`♦�r �?fl� m in. S o.Pin e PLT TYP. Wave TPI Design Crit: TPI STD 19.6 �7 •.�•" �/ FL 3 R Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING D i a BRACING. REFER TO HIB-91 (HANDLING IPISTALLING AND GRACING), PUBLISHED BY TPI (TRUSS P �G �w•. TC LL 40.0 PSF REF R151 66015 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, W[ 53719), FOR SAFETY PRACTICES PR[ Iv�i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT HED No. /�710�] STC DL 10.0 PSF DATE09/09/03 STRUCTURAL PANELS. 80 TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Y v I. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI R • C DL 5.0 P S F D R W HCUSR151 03257019 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLINAID ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL STA � BC LL 0.0 PSF HC_ENG MNM/MMA SPEC, DYAF3PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/Y.) AST(W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED O5 •••^ , ••�'�/ TOT.LD 55.0 PSF SEQN 17813 DESIGN. POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE '• •.• ANNEX. A3 OF Tr'I 1-2002 SEC. 3. A SEAL ON THIS ORAlIENG INDICATES ACfEPTANfE Of PROFESSIONAL ••..•..... DUR FAC. 1.00 FROM __YP_ Alpine Fng7,neCiCd Products, ENGINEERING RESPONSIBILITY SOLELY FOP, THE TPDSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND UU R Maines City,Il. 33344 USE OF THIS COMPONENT FOP. ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /K( ` -- — -- 3 . �,,: c o n C .;� ;: O IH15 UWU PHEVA R EU FHUM LUMPUIIK INI'Ui (LJAI 5 UIMEN�1 UNC) IUBMII1tU t5 II'U» MY F, (C0661 PLAN 1574 - LOT 22 HIDDEN PARADISE - H1) Top chord 2x4 SP #2 N 120 mph wind, 15.72 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP {13 wind BC DL-2.5 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 0.69 See DWGS A12030ECO203 & GBLLETIN0203 for more requirements. TC From 154 PLF at 0.69 to 154 PLF at 16.29 BC From 30 PLF at 0.00 to 30 PLF at 15.29 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Shim all supports to solid bearing. BC 75 0.29 16.20 MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4 2 9 8 (— +r 10 10 9 J 5 + /3X3% 3X8% 10-1 2 2X4(A1) % BALLOON FRAMED R=199 PLF U=105 PLF W=16-3-8 X3-1-12 -3-0-0 -3-0-0-,-3-0-0--�;;;J 16-3-8 Over Continuous Support —� uNlq{pgNlipl/ Note: All Plates Are W1.5X4 Except As Shown. l D ay rl ' i PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 ��. A••.��L '� FL 3 R Scale –.25"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING D it BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P �� j.. TC LL 20.0 PSF REF R151 - 66016 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI -"'---' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED No.47182 !TC DL 7.0 PSF DATE _- 09/09/03 _ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. {r **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ER : '* C D L 5.0 P S F D R W NCUSR151 03252020 PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL : • .L BUILD THE TRUSSES IN FOR WITH TP[; OR FABRICATING. HANDLING, SHIPPING, INSTALLIr AND n�' SBC LL 10.0 PSF HC"ENG MNM h1MA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D Ir • STA �/ P4 _ - _ / SPEC. PY AF&PA) AND TPI. ALPINE COWNECTOR PLATES ARE MADE OF 20/LEGA (W,HS/K) ASTM 5 /�, �+ 'L�IV•_ - - (W, K/HS) GALV. STEEL. APPLY FIAT ES TO EP.CH FACE Of TRUSS AND UNLESS OTHER4IISE LOCATED ON ^� { i• TOT.LD. 42.0 PSF SEON 17697 DEIGN POSITION PER DRAWINGS 160.4-'. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • _. _ ._ 1 ANNE% A3 OF TP1 1-2002 SEC. 3. A SEAL ON 1HIS DRAWING INDICATES ACCEPIANCE OF PP,OFESSION "(*••••.....••'• \A` DUR.FAC. _1.25 F_R0�1 _r P Products,II1C. ENGINFFRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANU (��//� � G V L, 33 44 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER T/■M■ �' r Alpine Engineered Hames Itv 1' ., _.rti flea ,....,.;.oriaztl A N ,,t sec c n 1 C � .:.. _ J t—C i 4 T C T 711-L (C0661 PLAN 1574 LOT 22 HIDDEN PARADISE H2) THIS DWG PREPARLO FROM COMPUILR INPUT (LUAI1� 5 UIMtN�I UIVJ) �UUrtIIILU BY 11<W:� ru I<, - Top chord 2x4 SP #2 N 120 mph wind, 15.99 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, Webs 2x4 SP W3 wind BC DL=2.5 psf. :Rt Bearing Leg 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 55 0.29 16.29 3X311! T 1-11-4 2X 419-7-0 3X5 8 F- 11 5 2 3X30 5X5 J 5 3X5% +10-1-2 2X4( ) 0-4-0 16-7-8 Over 2 Supports R-703 U 180 W=3.5" R-690 U-550 W=3.5" riN�►wNxnarypr PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19. VL .. '(� F I 3 R Scale -.25"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING i) •�� j•• TC LL 20.0 PSF REF R151- 66017 BRACING. REFER TO HI691 (HANDLING INSTALLING AND BRACIN ," PUBLISHED BV TPI (TRUSS A //''__ INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR --- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT CHED •� �•� TC DL 7.0 PSF DATE 09 09 03 S TRII C TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 ; -- -- --/ --- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI�T ER D * B C D L 5.0 P S F D R W HCUSR15l. 03252021 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA IL BUILD THE TRUSSES IN CONFOP,MANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLI AND BC LL 10.0 PSF HC-ENG MNM/MMq ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL STA SPEC. BY AF BPA) AF10 TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/16GA (W,HS/K) ASTM65 �••� •' --- ---- --.------.—_ (id. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS O111ERWISE LOCATED ON 1 P.•� <c► TOTLD 42.0 PSF SEAN 17780 DESIGN. PO 7' 10N PER ORAHINGS 1FOA Z. ANY INSPECTION OF PLATES FOLLONED 8Y (1) SHALL BE R •• v j _ __ __ ___ ANNE`' A3 OF TP[ 1-ZOOZ SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS/0 �••••••••••••• �� Alpine Engineered Products,Inc. ENGINFERING RESPONSIBILITY SOLFtY FOR THE -TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN DUR FAC. 1.25 _ FROM KP �( ]Ia IITe i1� F'L, 3'J,141 ISE OF THIS COMP ONENi FOR ANY BUi1DING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNEE., PER V-1 _ - ---' --"-- -- c. ertir S IDrizatl AN 1 SEt, ,. : ..... :.:. .. .. �r©l�liA'� _ C D f�C _.� _. -1 ,C C 1 1 G T. A:-!('I? —98, 120 NIN-I W111D ;_TEED, 15' MF;Atl HI 1C;11`f', l;l{�'L,O,_1'D. f _ 1 .00, X1 BRACE (1) 1\1 L' 13RACC (I) 2\3 L' BRACE ' ( ) 2X4 I BRACT " (1) AC "L" BRACE • ( ) 2NG -i BRACT; •� GARI l V1 RTIC VI. NO --------- R I -BL \C'ES rP.O(TP A GROUP 13 GP.OUP A GROUP B GROUP A GROUP P GROUP A GROUP B CROUP A GROUP B SPACING �I ICI[^;�_ CR:1DF P -_l., :-5„ - --;y- --7-_,c �r �„ -�-0. --11-T.. - 11,-Ilrr-- -1� 9:: �- a -5" 8. 9..- 8,�- -11. 1., 1i. 1,. - IIT 9 13, �:- - #o BRVCINC, GROUP CI CIL,' \NH C;I.!AI)I�;� #. 3 6 5 5" 5' � r 2 '-- c - - - - - C I'UIII A. _ - — --- -a IUD 3 6" L 5' #' 7 1 1' 8 9' 8* 9 11 L 11 1' 13 9` 13 9' 1-1-�-I - - - -- -- --- ---- -- SPRUCE_PINE FIR HIM IIR .� ti1ANUARD 3 1L-- C 3.. -(��.-1y T:; 7 X11„- �. a, -1 6 -10' G' 113 It* 111 13 1�:- u1 R:1 1wDAlzuJ cF �rnD — .._ _ -_0 3 llD- �:I IA_NIA?D #'N 3 10” 6 3' 6' 8 7 1 7 L1" 8 9' 9' 6' 11 7' 1' G' 13 9 l l 0' - _ 3 - - c - DOUG FIR LAR(11 SOLI I III RN PINY 3 3' II 6 6 7 1 L 8 9' 9' 11 1 I l 3 1 1 0 \t Lj�I7L STUD 8' S 6 6 ^r 3' 3' 8 9" 9' 3 11 3' 11 13 -9 l l' 0 13 -- - .--_ STANDARD 3 7" 1 9' -1' 9 6 3' 6 3 8 5" 8_6 9' 9' 9 9-___J:3'_2_' 13_' ,t\NB.ARu -SIANu,vel hl ; #z - - 4 1" 1.. 7 4 8' 5.. 8' 8.. 10' L" 10' 1" 13 3 13' 11 0" 11' 0. ------- - E l { #31 0" 6 7' 6, r 8' 5' 8 5" LO' 1" 10' 1 13 1 — G-r� Ij - O ---- - w _B - - -- - 1-! 0' 11 0 - TUn o' 6* 11 6 a a 1 i� l �lo' 1 els 133 3' 11 0' 1+ o (M.01111 IF �IANDARp 40 5 8" 5 8 r 6 r 6 L0 1� 10'_1 11 8 11 8 11 0�� 11_ 0' ->- #1 1 6 7 0' 10 13 3 11 0- 11 -0" 1.4 --0'-- Illnl FIR 8' 5---9* . 8' �_ 9 -_— - - - _ r_ 1 10 1' 10 10' 1 J 3 1 1 0" 11 0' 1 1 0 1 & DH?�.1 - - _ 13' #:3 _1 3 6 9 r6_ J 8 II 11' 10 - 10 7 1 3 - -13 LI'- 11 0_- 1_0 LJ� _� I:4NDIRD } 1 6 9 8' 5 8' 10 10 1� 10 1' 3 1 9- 11-�" l4 0 u1INERN PINY Do_vri\, ria L:vltll 10" ) 10 8' 8' 10' 1" 10' 11* Ll" 11 It" I1� 0, 11* 0 �_ ---- 11 U 1 6 -- - � '?' � I a #1 #ti 1 10 8 1 9 3 9 G 11 1 11 5 1 1 O 1 1 0 1 T 0 11 0 8" i 89' 3 9 11 1" 11 1 _14, 0 1-1 0' 1df 0- 1-1 _0_ -- - ''TUD -F 5" --7" 7 ? 9� 3' 9� 3 _ 11 1" 11�.-1 -. 1-F- 0 -__l l ( - ll� 0' I1� 0 - 4TANDIPD 1 _-6, r_ 6' 7 8' 8' 8 8 11 1" Il 1 13 5 13 5' 11 0 11' 0 \I If (IW UI SII 110,1' I _ 10 ' 10 -8' 5 9 3, 10' 0"__ 11 1 11' 11 14' 0., 14 0" 14 0 It 0, � 3 I?ti l WIN '10 # - 3 6 r 10' -r 10 -9' ) 9_ li 1" 11; 8 ISI 0 11 0 11 0' 11�-o� - LDr FDE UPIiFTE(ONVT:lFlol�rrnr 105 PIJ r1c1:P. - - - -- -- - - --- - F- IUD 1 8 9 9 9 3 9 J 11 1 11 8 1{ 0" lk 0' 11 0" 11 0 TANDD 1ftD -1 r (i 8 f, 8' 8 10 8 lOBof��i(L1 l 11' 1:3 9 9'_____ 1 - 1 1_ 0 GAPIE ILor,END U F YFI I'll I'I\I<7\ 10\1 1 11 15 P�1; ITnr;\D Lu DI I+I I1}IrooD OAEI IIA C. -._ - A4 #9N OR BETTER **Il R (1IEND Illi)Ii ti GAPEC TRl'S ki V ArH 1 PRICE IAHH 101 NAII 1 � _ I A(C N1�1 AI - r�( fi I 1=1_ 153 NI 1 Of 11I1VIlX I` DI 1[,UNAL 131 ACE 01 LION �_.. ITT VPRI(C'.Ai LENGTH 1'GTFC AlilV� BE � I 18 * - h� I R 11'-) 1 BR F,. 11('F: All AT '.1 0 1' f '�✓ UOVRI.I?D WHEN BlDIAGONAL {� IT-1 IN IIS END 7O NES VNII h OU 111:117117N ,1)111: 1_ _ RR\CE I 1..ED. CONNECT ` L RI \c'I.I, �tU-T DR 1 AII'dl Ail lnl Ol' S1f) 01'' ur11 DIA:ONAI BRACE FOR 10# I � BRACE ** i nlG Elfin LI.rJ4T(I. AT EACH END. ALAN WEE TO'T'AL LENGTH IS I4. 77 f \RPT' \1I fi( \I I I,A'I'I I I 4X4 SP OR DF-Il STUD T - - - _- --_ 1 OR ALRII(AI I LPI_(IIF NO I I ICh: NO SPF t/1. k2 11 F #Z 1.I TITVN 1 (I AI OR .',SII 18 � _ -- VERTICAL LFN(:TII SHOWN OR BETTER DIAGONAL IFI I+1 IL7 - -- ------ I RI ATPT IT N 1 0 Hi rl. IN TABLE ADOVF,. BRAC C SINGLE OR t I DOIiDLE CSI I (AS SHOWN) (. __ -. _- _ _ - 1 P. 1111 -- (REAPER THAN 11 I V 1 _ AT LIPPE:R END. CONTINUOUS REARING � I- RI?ITR 10 I OAIAION TRl!�S DI?�'IGN 1'0R PEAK, MP F_ ANO HVEL PIA'IF�.- (`ONNEC I DIAGONAL AT REFER TO CHART ABOVE FOR MAX GI, MIDPOINT 01' VE'RTIC'AL WELL 4 IF ._F. r 1F' EE TFF IF. -FF 111 FAPF11 FTnll IIBIIII 111 -PATE➢J,, 111-TALI-1111, '•�jFi(,'•' . ')'; ;VWT:, I)Il-WIMP015 III eF ti 11;. Fill FP ill Hf !1 H tlTLtH-, III 1,4_1 11, 11111 BFA-III P11H1.1-HFI PI IFI IIIb; ��•� L F'_1,1F III IITI ITE '3 LDIIIII F'lll LF 1111t F 11111)1"_UTI W[ - 1 FIIF"rhET' F'F'AI IDE- F'F'IEF TO PFFT OF 111,1 THE E fell l�TI01I_. I_II IPF ❑THEE WT F 1)11)1)ATFI1 TDF HUFF, :TiALL HAVE 0"TIt () FFUFEFLI CITTAOIEC ;TF1 111E.L F IIFL_ ',IlP P0110H LHOPD SHALL H1'F \ IPUFEFLi ATTAF_HED �•• � • y -- -- FI'tI F_IL 1111 X57//V'y�yQ7� • ,� � Y '7� Vim+ � )('11!i I '()l1l)', (),'() r�IHF17P.I�+IIT + FJFFII-Ii [IF [TF THI 1)E-T JII T❑ iI I�1AI LATI011 1:DIITFAI_TDF PLFiI1F EII�II�ICEFEII • • ` r � I PFIILII-T_. 111 HnLL 1107 .E F-E"F 1)l l-IF'LE FDP All, LICVIAF1011 FVUII 1111: LE'-.I�In All FAILUFE • .y, • _� , fU FIgL1 THE IFn 01 EI FOFGIAiI C Wt-H TFI� HF FAFFIF TIIIT;, HdIpL IITG, IIIF FIIJG. III_TAL1 IIiG * �[ : _ -��1 I(� IF rFu c_ TF I u F.ouFOFn- „IrFI AFFULraLE Feo T m1) 1)F nn 11 11 C FEC_ E AF-FA ALL 1F'I. MFIHC COIIIIErTOP FLATS AFF HAITI CIF 1 14.1. 6A WIT-I STATE OF 1)1an 14 1 E FTC FLAHE' Tn E H Fr. F OF TFI_ Ann. �. TOT i,ll 111E F LC71_ T I II T1-1 CE 1 fl I7 TIFi F F F \!YII IN I1 IIF T 11 • • - iL I 1 l 1 1 F I T I I _ F TD DF P • --- ---.— -._. ALPINE ENGINEERED PRODUCTS INC -1 Ih FTT1 CII FI I li IL RI FIF :IIdC T OF IFT I .. E A �E'I TH TIIi4 POMPANO BEACH,FLORIDA 11 lune 11T --U 1) C II 1111 F _IDn L EEII 1)L PC Ton-.[111.11 uLFLr ID I� I I71dF'UII 1l" I,-I1�1! HI1'l 1. IIIF I(TAull TTY A1M-IC I E DF 1111 F BH1.11 IV IIT FDF 01,1, IE IE Ir• lrtL LIF-114ILP. PL' AN-I 11 1 1 5, _ Vas 1 &__l.`{ I _ 1a 1 ___4 GABLE VII TIC.AL PLATE ATE SiZE � 1-1 _T., au _ .._ f VEft11C A6 IPNC"i ti r- find. Ir PLATES I ['LiNf'�itt'It; 'I + 1 AOR L1-III � RFIC /�L _ 16i { hl(hi6Ei; a BETWEEN (_FiORDnSIZET.._ OILR,Ap �. . . LP'�S THAN 4 Q" i 4 UI? V" 0 �GHEATER THAN 4' 0;;, 0U'I 1X f ,., .S ! TC?F'N lil � '{ltRNAIi. I LESS I IIAN 11_6 f_ fE _ CRFAR THAN lt' G � _ +I REFER TO ENGINEERED TRpyS LESIGIN FOR PEAK. SPLICE, WEB AND HEEL PLATES- f f * U IF GAH6R VEPTICAI PATES 0A'rRLAPUSE A ...7 I TO COM ERT I Rt)M 1 TO t REINFOI{Mf; H1,1011I'i?. SINGLE PLATE TO SPAN THE WEB. } NIUIIIPLI "I'' FACTOR )31 1FriC I {PASA) ON t:AI;II; A { I (f j 'a I ( ��. VERTICAL I I li)iL �(IC IPs t TACtL='' ANDI`.A(iN{} rtl{ (i) EXAMPLE: I X4 L D ACI CRI{ ' A, 0111 AUIEA I P AI 'I'i1N { iI HLF -} IFKOPlti1niL sLPLIC t61C#LC iIf hiL Inl, 1'C'!! f}1t �1 VERTICAL � �I' �� 0C'C'i WIND IPAD C; LENPH � - � 1�P. MAXIMUM FIG 'r;lr;f l fNRI IC AI. jI td.:1AIt Ai ALf<OtfAOf 1 'I'� It}ttf 4tPt, LE,Nf;Tfl I 16 FROM TOP TO BOTTOM (I1OL`,D I , t( t ) ;G ll,il I 1 j11Ni7 i F f II I f FINN, jI �- r AND NIRII M �4IrL IIT �� ry`� I 134 6IPH ' I --d IU wu 14,3 t j� �E I LIO NIPH I ,I 10 10 , 313 FT __ R 1 s0 100 AiPI _'A I _ 10 10 Cs �(}F `,fi � ( F S0D All(i �_ ' I � H) o { {{1 a � C ft C ( [ 4 10 ( 1If I I PROVIDE CONNLCPIONS FOR UPLIFT SPCCIFIED ON THE ENGINEERED TRUSS DESIGN, 15 P C�_' 0 4 ' P.IGID SHEATHING ATTACH FACH "T RE'INF'ORCING MEMBER WITH qO NIPH 2 I � !0 -- S a Tora,vl> HAND DRIVEN NAILS: � � 3C1 {'T 0 .; I 50 j;I ltid COMMON POLNd[CS AI I {J.0 PLUS {1) 16d C0N4NtC)N 'fblNhiLS IN TOP � £if) !.Irli ° i _ 1 lU 1 '0 � IE 15 FT AND CO1BOTTOMCHURiII a ( 7 1C 6O GUN N DRIVEN NAM� -- 0-131 t � Pt) MPH ] 'r) j 0 ( i !L I+1r IJI1t'INtI j f j ( TOENAILS AT 4" O,C PLUS {-I} TOENAILS IN TOP AND BOTTOM (fiORI) ji 30 f I' � _ r, .-� S7 a t H, �I MEMBER 7 � 7Ct ASPM � -4 I 0 I �0 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE: DETAIL FOR ASCE I5 ff 26 [) 6 OR SUCCI WIND LOAD �l r — 1 CE ^-93 GABLE DETAIL DRAWINGS TO TiPi[ tAaLE TtIrNAtL3 AI1015EN0099, A10015EN0699, A09015ENOCi00 Afiff015EM69}, A07015EN0699 .{£_CII' I �tifi __ 1{) I_ 3(1 1III5:; i I -PACED AT O t'- 1 A17030ENOGJJ, d1O030ENU699, A090.,OENO699. .40P{)30LNt)09Q. AO7030E.N0699 EXAMILK I� ASCE 7-98 GABLE DETAIL DRAWINGS ASuE 1+IP3{> �zPEEJ) Ir)0 MPH A13015EC0901, A12015EC0901, A11015EC0901. A10015EC0901, A08515EC0 I hLE1N RC>t){ IIE1r11# dO Cf I A 3030LC0 01 A120 0EC,040I. A1I0i0EC0901. A1003OEC0901 A085IOEC0901 t AHLE SIC{fICA1 21 O 3 r I SflCCI GABLE DETAIL DRAWIN(:S 1REINFORCING MEMBER I 511015ENO699. 540015EN0699 S09015ENOGIY) SOR015ENO699, 1407 015ENO69O T BRACT MV A F (FRO ! tJIM ) IEP';, i iII { SI103GLN0699, ri10040EN0699, 500030EN0699, `;OOVIOENO,599, SO7030ENOG99 11} 2X1 L BPV'E LENGTH ----(- r, MAXIMO" r Rr411C7P.crft f \131K ClRFif i,r;N(;PEI ( I SEE APPROPRIATE ALPINE OABLE DETAIL {.ASCE OR SBCi;'i 10 { _ --. WIND LOAD) FOR MAXIMUM IINRGfNFORCED GABLE CIALING VERTICAL LENGTH. - - v,IMA� PLACES DRIIAIPtt;t; I;A -1'C,8-1'C,-(19 �: 1(i �{ }il7';ri tin II,-i FE Irt FA ul I> HAJIN p11 tlii4atu . Irl t lDr, PHE- TO —AM •�"�� It l a'' (,1'°P I�! A lYl lit FC r,I rt ?I L1 l,. II ( ,Atoll Alli FPAI EIB FIaj 41LP 1' IFlf— •� a.rr _ I', I 1F Ilr I ul 53 4 fOFFfP OF JI7E n Il1411 611 rt g 1 OF ,'Ft E fFn T11 E r / P17F a C rFr I fui 1 F+u tica.. �I«I� : OTFF 1 F M1 CATFe Ear rF,n n -PAIR HAVE qq A rFFif,L _1 I HSI) n T1 P;, PA L� rIJP P0110M IHO} Ii _4440 114,E e TFUFVFL, AffA Hr j�g j L7:� \ EI tt F11 II Ia1'ckC; t;lll,l,f.11}{{}ati}.I [,1t rIr'.i i FI Pilt Ir IIF, iR H[ PE i P!' it to It I(IT7aII Or!{C �t[IF r(r i46 EN It iFCPLH —pj+ ,TL I HhLI !oT EC FC f UI'IPLE FLIP MI, Iry IATION F U I 114i X'11-41; <ihh I.IE_IPC � n+c rI F uI _n,4Ct.r a r. .�ITx rl:ps I IPPV,F6rlr, I ,Ilili.fh, HiFF119,,. tIFTn Ctnl: r +E_ OF[r 7 U If-17F F}L /I[H I,I�L PAH(: Pi-p Ela I" OF Jit C1,711i71!L , —- '-- -- -- - aIo IFI FIVE 0-L ,11E t E rE r nF II t 1, r >P �t fit. TOT Iry „I=ri rl rL ru E F al r fir IF' uCn �l r r�stlrru FEF ,C W ui a of rrlrt�u ar /� VVV'' OF HI „n , _F"'I 4111 1111 dtii;'.�Qt ,•* ► ?(ih i'.1f' a '�— ;fVIFp, PE FGJ 1611_11 .pLELi ffUP THE ,� III ti.JFI I4c 1T CBF' „H'i IFI I V I1'In� L'ilr llkt; 7I IT °'”' E30 MPH WIND. 30.00 FT MEAN IIGT, ASCE 7-5)3, CLOSED BLDG, 80 MPII WIND, 30.00 FT MEAN IIGT, SBC, 100 MPH WIND, :3000 FT MEAN I1CT. VCE -, WI, LOCATED ANYWl1ERE IN I?OOF, 100 MI FROM COAST. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CLOSED BLDG, LOCATED IN ROOF' CAT II, CAT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. WIND TC DL-5.0 PSF, WIND BC DL=5.0 PSF. EXP. C. WIND TC' DL-5.0 PSF, WIND 11(' DI.-50 PSE' NOTE; TOP CHORDS OP TRUSSES SUPPORTING PlGG1BAC'K CAP TRUSSES MUST BE ADEQUATLY BRACED B1' SHEATHING OR PURLINS. PROVIDE DIAGONAL BRACING OR O'I'I11W SUI'T1B1.1: ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. L)E` , AIL -FLAT 'FOP CHORD 12' P[C,C1'BAC'li CAP TRl1S8 TOENAILED TO AEI, TOP CHORD BRACING WITH (2) [Oct COMMON (0,118 ;'.-I ) NAIUS_ 12" MIN RIGID SHEATHING OVEREAT WPPII 8d COMMON (0.1',il'\?5 ) ? OR GUN NAILS IN OVERLAP ZONE; SP ACED AT 10 C. i FLAT AT TC BRACING PER ENGINEERS SEALED DESIGN F`E IIF) —FLAT TOP CHORD 20' — -- — — PICGSBACK CAP TRU_'S '1'OENAII,ED TO ALL TOP CHORD BRACIN WITH (2) 10c1 COMMON (0 1 18 X ) NAZI S r1Nl) SECURED WITH 2X FI,u I GP.AllF S(';AI3 Il SIDE ONLti) ATTACHED WITH 10d COMMON ]AD,' AT 1 0 C — — — — 'JFLAT TC BRACING � P E'R ENGINEER'S SEALED DESIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING: AND SECURED WITH 3\8 TRULO\ PLATES (EACH PACT )I �T EH ACEND A1,11)A1,11) AT I POINT 1',T,1[I ( � CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120' K 1 37.5 NAILS PER FACE SEI'; DRAIVING IGOTL FOR TRIIO1 INFORNLvTION - F'LA'P TOP ('HORD '= 30' IN LIEU OF IRCTO\ CONNECTORS, .\],PINF ( Ill 1'F;IT�AI. I ; ' PIGG'SBACE CONNEC'IOL, M\I 13F; U SFI) Sll )1 1PPI,1 TOOTHED PORTION. F IGLD AI TACH TO M-APING, WITH (I) O20' V (1.; MIIflMI[N1 t: ('11 T;A('E ,4) 4)1-11 1 \ ' - •� -� - - Il- - Sd C'ONPNION NAIL:; II i tl — _ -- _ — -- �(1) c FIAT TC BRACING 8 S 8 S I RAI'1 D <1[EV'PIIINF; GII� i'I'�: (EACH PLR ENGINEERS FACE) MAY BP I- 'I';D IN I II';I-I OI I'R.ULT1\ PIA I{l,, SEALA DESIGN ATTACH WITH (8) Sd C'OMNON NAZIS 1'1:12 N��Wt�ax (!) IN CAP 11C AND (1) IN Hv' I 'I'Rl1>S 1,1VI' I('_ MA /A� 1TS DRAWING PFPI \C'RS DR 1I,IPIG;S £ILG;O ,cs,(il.£'Ir;1> FIIIII IF 1 .E FEPIIIFF E`.TFFIIE CALL III FW'FIlATIHI,, HAHLILIN16 IFI IN LILAC ��, •'��•. nut FF 1!'IG. FLI LP IH HIP-1i 'H IICLI7G II1 1ALLII11, AILD LPI 111 I I ELI'i1ILDI GI II'1 .I FII;,; • �� FLIE III;FITIITE ' pJI1OFFIO CP 1-ITE � IIADI".0H I. �?I FOP _AFETI FPACI( E. GPI Ill l IO PFPI HFIIIII, THF F FIOII TIHN IIHLF` HTHEP I E RILICATED. TOP I HUPD '_HALL HAVE �� ' DL l' 1 I�;1'I'I 0:� 111 U.I / \ FPHFFFI , AFT _HED -IFI1 TJFNL. FAHLI,- AHD FUTTUI`i CHORD -,HALL IIAVF A PPHFEPI Y ATTAI_HEG �•• � - - - \ PI1ID -Fitn-nnI �9 � fj DL IDN.4l'(1 III(�II,1( I.IAU.'U.; ,+II IF OF If IIIA FFIIPI11_II _UFT OF TIII PE-101 TO 111-TALLATI[IN 1-0HTFAr TOF'. ALPINE EIIGIIIEFF'ED � '--__—� FP][Itl 1'. III FI".LL I10T FE FE-F OtI'IFLE FLIP 11P DL'S/TATIOII FFOIi TH[F: BF,IGI1; AHl FARVPE r ,�� —-.. --///ALPINE � I:3 1.t, r ,,r 1�;1�I1: nl,i I,IAi� i❑ FI IL 1 THE TFII 111 ❑I_IIHIAII lf IFFI TF] (I L;PPn Arne-,, HAIFIN- H HIP, NA n1.rnu.tTlF, - I PF [IH. HE IFA ,F TF Tll 1:11111 HFII WIIII AH'LD=ARTY FPOVI IHN� HE ILA TIA rI'A I UE I I FI p IF F III I I. "LFIHF 1111111E INP PI'VIE APL fI10E HF 0 IT lE GA WH,C,I' , STATE �� I 'I', I,D Ni A\. -- S ` Lr CF q _,� 4 {!.'.� AI 'TEFL �-iFF'I.i Fl,',][,-. TO EA H FA F CIF TFII r11Ip. IT F. 1 F IT:,TED III Ill[- IE'IlIII. 'El 1111111 1 Fr (r,l -C All' IN'_:FE-11DI1 HF ALPINE ENGINEERED PRODUCTS,INC. FL HE I Cl 1 11,1 11 1, 1 1 N,LL CF FII ,AHE r.' IIF TF1 I 11,111L E1 A FAL JH tlll.? ••' •. POMPANO BEACH,FLORIDA i,F WINA, III1F tE .E HF FFOf E-_1011 L OLGI, 11-Ft, PE FHNPTL _1III EPP NOO THE �OR�O rFi ❑t.FHnT IT TF_T1111 nHH',;II. IF ,I ITAfI 11 r eIPID .FF111 IHrPIFIEII I� U 'OIT FOP ■ n ILI11i, I' f • FF INH HIL11, PF HIF IIIIL ,I In CF_:I nr F. PEE H I IT I 1 ,C 2` a 1 Z14l; 'TOP C'I10RD 2X 1 #2 OR BL"I"ITR }Jl 10. 9 _T T`L 1/i t �_' t ", �,��i [T Af t, HOT (FIORD 2\1 #'2 OR BETTER VYCBS 2\-1 OR - , !. -- - - 'PANS CIP TO REFER TO SEALED DESIGN 1'OR DASHED PLA'T'ES JOINT TYPE SPACE PIGGYF3ACN VERTICALS AT T. OC FIAX. 3()' 3k' 38 51 TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE - - — -" -- IS NOT DIRECTLY OVER ANO'T'HER. A r 2.551 2 151 :35-, PIGGY-BACK BOT'TOINI CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO - ---- - - - TRUSS TOP CHORD WITH 1.5\3 PLATE, B 4\Ci file 5\6 SS(; AI"TACI{ PURLINS TO TOP OF FLAT TOP CHORD. IF' PIGGYBACK — - -- IS SOLID LUMBER OR THE BOTTOM CHOPI) IS OML'1'TED, PURLINS MAY BE APPLIED BENEATH THE 'COP CHORD OF SUPPORTING 'TRUSS. C 1.6X3 I `,.X 4 I 5,A1 1.5N 1 REFER TO ENGINEER'S SRALED DESIGN FOR REQUIRF,D PLIRLIN SPACING, 1) 5X1 5\5 5V5 51,6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING; WIND CONDITIONS: _ _ 110 MPH WIND, 30' MEAN HUT'. ASCE T-93, CLOSED BLDG, L30 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED E INO OR \6 'TRUI O.X VI' I O(', LOCATED ANYWHERE IN ROOF. 1 N11 FROM COAST BLDG, LOCATED ANYWHERE. IN ROOF, CAT Il, EYP, C, RO1'AIED VEPIKAI,I,Y CAT 1. EXP C. WIND TC DL--5 PSF. WIND BC DL-5 PSF WIND TC DL-5 PSF, WIND BC DL=5 PSE - -.--- ------ - - ---- - 110 NIPI1 WIND. 30' MEAN I1GT, SBC ATTACH TRULO\ ELATES WITH (8) 01:?O' C I :575 N•AIIS- OP EN('LOSFD BLDG. LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY (T) NA11,S IN EACH NiF1,11:1'.R 'T0 WIND TC DL=5 PSF, WIND BC DL-5 PSF BE CONNECTED. REFER TO DRAWING 100 'I'1, FOR 'I'hIILOS FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMA'T'ION. PLATES AS LONG AH BOTH FACES ARE SPACED 4' OC MAX ,MAX SIZE OF 2X12 2 OR BET'T'ER WED BRACING CH\l.l -- - - - E H _E C WEB LENGTH IFQUIIID HRiCI[1G A E E�} E A E E 0 TO D NO HRAC[NC - --- - IT - a -� ---� 0 1X-I 1 HR\(F ANIF GR_ADI III;(II ,Ac. 41I1B 20" PLAT TOP CHORD MAX SPAN 7'9' 'I'0 10 ME;AIHFR. OR BF I'1 CI .!D F1U IPI( IH 1 OC UI' lll?II MENBLR A1Cl1C'H WI 11 tad NVII Al 2N i '1' HRAT E. SANIF CRADI , �4F'I: I 11 AS Ai'19B lO' TO 11' NIENIPER, OR NUTTER AND F10 I FTNGTI1 01' A1l':w B h1E1IBL'R. 1 l U Il 151 T(I IGd rI\11 g AT I OC'. FITHER PLATE OPTIONAL j LOCATION 1� SPLICE B �' 1CCEPTAItLF D _ - - -- - -- -- _ �. BI vl- vl * I IC'C.1H\C G Sf F('IgL PI A'Tl; t I C _ D SPI IC E I - - �� B TRI C ATTACH TEETH TO 911E F7C GY B\C I AT Till,: I'IMF OF' - - MACH 10 �UPPORIING PIT ItU A TlP B F 78[ - --I© � p1 _-��C (4) OA20 S 1.FABRICATION AI NAIL PER FA(F I'FI 1 1). I'L'LY _-� —� PIGGYBACK SPECIAI PLATS '1'0 EACH 'ITiTI P'AI I. 1JD B SPACE T OC' OF 1 I - - -- - - - - f—__--- C -- ---- -E _ - -� - © _- 11 C ice+- ---- _ B r �[ Lam - 1 r--- �� 12 v_ * \ C. I IMAX N11H� Ilei►/ 8 1 I *ATTACII PIGGYBACK WITH 3\8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE ktJfRA 'ING REPLAC'F;;S DRAWINGS031.01 C'31.OT'T .C' 81"7.01 , FIIPI i.. TFI E-_ FE i'IF t E°.IFE ::FE III FAItF'I,ArTII IIAllDl 1111 >I1IEFIIIG, ITISTALLING 1 (; T.>�'�I'' I'IC'I.i 1 1�A 1'L �.I I[ [F 1:itI,' F11 EF IU H[F =l ,II IIIIiI Iii DI.T IrIIII rllTI FPAFIII FIJFLI�HE[I DY IPI .IEU,_,. . •� •.•�� MAX I,OAI,IN. I'll; W1 III'.TI IIITF "' DHIIfIF IH DF _LATE t mea I'Ur1 ✓i ?%1. FLIP -,.)FET FFAr1IFE� FPIEF IO FEPFEFrLr I, THE E FUPIF 1 101_ HIR F- HTHFF'Wl F 111DII.ATED, TOP IHOPU :HALL HA`✓E TJX•• � 55 I',�I:' ;AT I)'11I (1� Ill 0 ), '-'POE EFI CTI EU �T"'P_TIIFAL P IIEL_ AIID EETTUII I HUFI ..HALL HAVE A FFEI EFLY FlTTACHED p/y��p�/,qy ' I• - -- - r I Pial[ EiunF, 0 3 � J. )C R. 1'%\c L)RGVG I'IC;13 vl I:BII 10.; ��Dlrar :,nt� FIIFr1ISH ❑P, IF nn DF'n-irl IF InT�:ILATIou conrF-Al.roe. ALPINE rNnnFFeED O. i /ALPINE - _ F< F --3 FFHDII . DIF HnLr. nor rL F1o11`,IrLE FHI 'alv of tATmrl Ilnri THtc DE.1 ril r,Ilr FAILUFI a50 1"�I,' AT I 1E FHII_I THE IFI ill ENFEFNaIILE dITH TPh OF FACFI ATIIUi, HAII[ILUIF. _HIPPIII(3 IN,TALLIbG �[ • 1 '\-; EF LII DF TFII c_. PF WN CFIIIFEFII: WITH APPLV BIF FFEVT.TEN, OF IID_ NAIIENAL .v!-j ._ ( ---- ---- - — -- �n • t I1F_'-L II 'L-. C FA' TIL IPI, PI FIVE CEIII IF IEP PI AfL7 APE BALE IF 211!01/1E I-I, W H /F' F D r l- STATE O IIS ' "TEFL HFACE TFII� nIIoD iILI miFP�lF Tri rHI IF H F I nIHIFFF oFwul ' li A All, m;FE > r. Fir � '11T 1''-I'' AT ALPINE ENGINEERED ACH,PRODUCTS,FLORIDAINC .;ir rl.11 l F k L [-F FFI -,I HF TIL I E E f711 1TOP THI Onk "I + I.ICT Ill I1jr POMPANO BEACH,FLRIDA L'-F III IPL OF C[FI.,II C ❑F IF F-I .IHII L FFI;[rIEF1 '] PEFII HII. 111 I1 ❑LEI_.' FUF THE .. C�7 I':rl:ll 11 'i-.I1 L.II HF IIIr':P[ [I ,\rl[I I_F JI- TF I" HI-Ir'HII(III F[IR .;IIi • n ln�I I, l I FC Fflll_IEll_11, Clr 'HF rLILLC11 DF_II,IIFF FEF ,I L TF'1 FI V • STI i.. [IG •2 (.O. -- Mw-_ -,D, '30' MEAH 1,I), 1 1 ,00. 120 NIFTI W1 1 1) I�_,T El F1 E I G f H', E 2X-I BRACE (1) 1X4 1" BRACE (t) 2X4 "L BRACE - (2) 2X4 1" BRACE - (1) 2X6 "T, BRACE (2) 2X6 L* BRACE - GARLE VERTICAL No SPACING SPECIES (;RADE HRACF�S GROUP A GPOUP B GROUP A GROUP B GROUP A GROUP D GROUP A GROUP F3 GROUP A CIP0111' R 1 4 HRA(M; GUOU11 AND (;PADV�� Q, #1 #2 3 5 5' 11" 6 0" 7 W 7' 2 8' 4 8' G" 10, it" I 1 3" 13' 1 1 5 7 t!)IT _3' 4 4' if" -I it" G' 5 G, 5 8' 1" 8' 4" 10, 0" 10, 0 13* 1' 13 1 ("R011f, A 3' 4 4' 10" 4' 10" 6' 5 6* 5" B' 4 8' C 10' 0" IWO" _13, I 131, 1'- "PUCE' PINE FIR HI I IT? F 1JF _T� STANDARD 3' 3 1' 2' 4' 2 5' C, 5' G 7, 5" 7' 5 8' 7 8' 7 11' 8" 11' 8' vi J.-FNNImm) Y3 S'TPI1 1 3* 9" 5 11" 7' 0 7' G' 8' 4 8_1.1 10'_11 It' 10- 13 1 14' 0' p! •TA N I) Lz 1) _6* T- 10' 1]" 1:3, 2 3' 8' 5' 11" 6' 4' 7' 0 6" 10" 1 14'-0" F_71 #3 3' 6 5' 0 5' 0- 6' 7 6' 7 8' B' 9 10' 3" 1-0' 3' 13 9-'- DOUG1,C4 FIR. LARCH �HJT'ILIF�PN FINI', ----6 . YA 7- to, 2" 109' 2" 13 1 13 11 9 6 12' D rH I) 5' 8 7' 7 7 789B, 9 11 11 11 STANDAPD 3' " ' ' STA HARD 1'F\NDARD_ 3' H" cl, 9" G' H" 8 0" 8 2" 9 6" 9' 9" 12' 6" 12, It" 14 0 14' 0" F 12 :1, 1 f 0" 1-1 0,p I 11 7' IC 9 63 ' :3' 71 #3 3 UT G, 0 0" STLID 10, 5' It" 5 11 10" 7' 10" 9 6" 9' G 12' 3 ---- 12, 1 4 0" ;1114 0, -5- -1 -6_9 6' 9 1" 9' 1 10' 6" 10' 6' 14' 0" 1 0 I i " ' 1" 5� W STANDARD 3 10 - #1 1. 3.1 6 91 '1 _81_0" 8 10 3" 12' 6" 13' 6' 14' 0 1 1 0, HE,No FIR #I THR 4' 2 G' 9' 7' 3 8' 0 8' 7 9' 6" 10' 3'*12 0 IT (3" 14' 0' 14 0' 4- 0" 6'-2" 0" W-C-9, c", _to' 0, 12' 6" t2' 7" 1_4' 0'__ 140" 4' 0 6' 1 6' 1" 6' 0" 8' 0" 9' 6" 10' 0 12' 5" 12 5 14 0" 14' 0' �zOIIFIIERN PJNL IIR IAWH --- _____-______ __------- I r -1 -_ E)Fit, 6' 9' J," - ___- I,I # _IC_5_51 01 9' 3 10' 9" 10' 9" 14' 0" 1 ST-ANDARD- T 1' #2 #1 #2 V 4" 9' 0" 10' 6" 10' 9" 13 10 [4' 0" 14 0" 4' 2* 6' it" 6 It 8' 9' 8' 9" 10 6" 10' 6" 13* 10 13 10" 11 0'* 1-1' 0, -�j STUD 4' 2' 6' 11" 6' H" 8' 98, 9" 10 G 10_6" 13 10" IS 10 14 0" 11 0" STANDARD 1 2 5 11 5' it" 7' 10 to*' tO' 6" 10' 6" 12' 2' 12 2" 14 0' t, 0, I - - (,ABL1,1' TRIIBN 14:TA11, i I 0'1'1,�S. 4' 8 7' 5 8' 0" 8' 9 9' G" 10' 6" 11' 4" 13' 10'* 14' 0" 14' 0" 14 0 p4? 4 7 7 5 8' 0" 8' 9" 9' 6 10' 6 11 4" 13' 10' 14 0" 11' 0, 14 0 LICE LO\D DEFLECHON (I?HF:RIA 11 1. i10 V _V__ F - - 14�T LY 3� 10� t 4' 6� W 11' 0' 3 -c75, 6 9c PROVIDE I�PLIFI ('0NNECIION'� FOR I M PIX 0\PR -;0, 011 B 9 9 3" 10' 6" 11 0- 13 1 D' 14 0' t4' 0* t4 0 ,lull 4 5" 0. CON'mjl�ou�� nFm?iGG (5 r I(, omr, imw 6 1 6' 1" 8 0 8' 0 0, 0 9" 12' 5�" 2' F 1-1' 0- 14' 0 GABLE FIND IUPPOFT�,, IOAD I RONI 1 0 NIM 01'1100UERS MIN '1 0 OR 1:: ABOOT, Pl,)tIOOD OVEPIONG T) AFIA(H PAUL 1, 131WE l`fIHI 10,1 NAIL� GABLE TRUSS t PO 2XI #2N OR BETTER P, (I) L PRA(F, �q,M1r=\11 �1 1, ,� F C IN III FIND ZONP:4 AND 1 11 DIACONAL PRACL: OPTION. VER'NUAL LENGTH MAY BY y I FOR 1'21 L' RRA(ll�: �`11\(I: NAII,� \1 n( IN Ill END ZONEAND 6 n(' RIMIEN7()Nl:.-; D0111ii.1,J) lVIII,:N DIAGONAL BI ACL LS L50U. CONNECT 1. ORM ING HI-I nV A NIININIUH 0I 80'R 0110:11 DIAGONAI, BRACE FOR 870# NIEWER I.FNGTU BRACE \T EACH PND, NIAX WEB TOIAI. LENGTH IS I-4. 2X1 SP OR OF 1, #2- OR BETTER DIAGONAL, X-FRYWAI. LENGTH SHOWN BRACE, SINGLE OR 18 4:1 LE.GRF�.,' PIANHII\N_0t G I (lu 3 \FF:R ' IN TABLE ABONE, DOUBLE CUT IT"S' [IAN I I W' SHOWN) Al I UPPER END (;PEATEP THAN II G, I L'ONTINIIOFIS BEARING REFER TO (0611,10N TRII`ls Do:11WN POP 7_ PFAII -1-111(r, AND 1111:11, 111VIIL:�!, CONNECT DIAGON\I, AT REFER TO CHART ABOVE FOR LENGTH. %III)POINT OF \ERiR'AL W[:0 flII__L TF111jl�i[ FFENF �_"AFL III F(�FFU,,TAHI�. IAHLILIHI _PFFIHIG III-IALL11115 r E F 0 1 1 U IT I E, H011LILIIII, IW I,,]-[IN'? 11111 EF'(,Fllllj' VHPI I-HED P, TF'l ,HFII c P 11�f, VVEi !M (;A1W'010 L, PF F1_",,[ Ill-IiIII[P 5�13_ FIGHUFFILI LIP, -1111E H,)DI:0ii, ,/1 52.71- POP -Af[F f PPA-.I IrE,-� 1)AT[" 0 F PIFIF I U FLPFUrIITiIC THE-E Will T I[It I'� J111LE-1 0THFF,1'[ IIIIIIIATED. TOP I_IIUPD HALL HAVE I (Y FF LIF FPIF 'A EL;. f,1111 POTION 111URD SHALL 111 -E A FFUPEPI , (IIIA(A4111-1 • :F'FF IL ?Olt 023 \I_'O:m 1��cwo 1,lI1!PPFEI,',IiIT'+ FIIWIlI,H FELT, FIF TLIL LIE-IfIll TO III-TI-IFLATIFIll 1-01HIPAO-1111P N FIIHE ElIbIHIEFFED �FDIII;f T_ Ill, -HALL IIDT EF rE_FUU',IH_E FEIF Ulf LIEVIATI01 FFOII THI- Ali, FAILIIPE ir I V1 1( ALP NE Fri 11 "1-- F, ICIFFIF11,1P E TVI; UP FAPPICATI1113, L1,41171FAFIG _HIrFIHG. IH_.TALLIH1Ij M 11�11i�,'L,11;1'11- TFII-'E- 11E-1FI;1l�UI,1FELFjH- \JIHA FPL PPI7�fjnN' OF HEIS� `NATIOHAt I - OF AHL TF[. _FIIE !:DIVIECTFIF FI TE. AFE HALE OF jiI,Ir'IC STATE I T1,!l,jj-1 Lill""I DC_F I I I 1� 117 1, \V TOT 111) FE ,',I V -11 F 1 41 f I , PLA I E- I U H FALL L FIF -10 • 41L1111 1111 PF'�D�H, III IFUH PIP UFAWIllh_ [,,I ALPINE ENGINEERED PRODUCTS,INC. ILA 1 - V!T;LU I-P P �l IF 1-1112 '1' l 0 F1 _HEII POMPANO BEACH,FLORIDA Op, .EFF_1 or PU tltnl W[F 1116 1-E_100 It HILL-, FLIP .......... F 1, IIF' -1FPT .1 F I'T UP At I T !!, , IF, HI, W F OF Till IONVIT19 ill I -Iur UP UF IIIII Wfl ;1RF,HrI . 111 611 Ci. ILL I I Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: F3c- ""�- � �- Permit #: 0 � L 1 Property Address: 14-1 ��rs Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: �i_ng:le-Family Resident Commercial - Other: Lowest Floor Elevation: _d . S Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. _ ��--- 4 -� Public Works J 7 Planning Dept. - Building Dept. p c . 0 � Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Aue•13. 2004 10:29AM BESTCON, Inc. No,1260 P- 1/1 PROI11 •CLFK50N & R550C I RTES FMX NO. -904 396 2633 Fiuq. 13 2004 09.13RP1 P3 MAP SHOVING BOUNDARY SURVEY OF LOT 22 AS SHOWN ON MAP OF HIDDEN PARADISE ..e "=OOIaorp ,.• ru.. OOQIi 4H. rnacn aT ♦-KOWq,l OWD arr - Owmf%=r•T rw840O ACOO••e0 Or OV`+/.L OOY••Tv. IY.eMOh P•O • HBSTCON. jjVT� ttEl°K7 • BEARING SMOVIN ON R_Wj-OF-WAY LK NERZM IS TME SAME AS SHOM ON THE MVE MENTMED PLAT. ELIEVAMS SNOW IMUS LGI) RUWM TO NATIONAL CLODETIC VrLPTICAL DATUM MARSH VIEW COURT (50' R/W) M' S01'11'11"E 50.00' 7,5 fEA EASLMT'NT�- ,�.� iQ' PRN14,&VE [ASEMENT __-_- N .— 7.4'+ a •taY ' SiFP .• ra 7.4' Q 9.a' ray z o z W° 2 STORY FRAME ° g DWELLING o 18" EAVES g #1478 nN FL £L (A88) it r GARAGE FIN FC EL (7.59) e 0 � 0 m � aD V_ O N 7S Mul 7.3"r 0) Z co sltn GOA1C' to LOT 22 _._—_._.-_— — _.5ql.11 10L 50.00• --_ _—_—.-__f._ UPLAND BUFFER S/ SM2"rn•W .' ` WfinANO LINE PER PLAT TE EDW OF HARM UNE nR[pgOPlR1Y�µ.!!�t p fW�M MARSHES OF THE INTRAcOASTAL WATERWAY �O -502 FINK SURVEY- 7-6-04 NOFOUND- ALL IRON NE>KEBY CE —WT- AT TWS SURVEY, PERFORMED UNDER MY RESPONSISLE DIRECTION MEETS THE LEGEND MNIMUM TECHNICAL STANDA 5 FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 6TG17-6, FLORIDA ADmImsTRATiw COOS (PURSUANT TO SECTION 472.027. FLORIDA STATUTES). AND FURTHER CERTIFY THAT P /I 0 CONCRETE MORIAICMT TIICRC ARC NO 14SI .E-E�-NfSCMpACHMENTZ UPON TH[ "JECT PROPERTY EXCEPT AS SHOWN, o i/2"FOUND i�1`��s 17�W �L THE LOT SURVVIIA HEREON APPEARS 10 UE*7HfN FLOOD S.R.L BUwNG URE�11MC11dU UNE r_C. PONT OF CURVATURE ZOI•Es AA 9CMAD 0 TUE ROOD N%AtAWX RATE CLARMN AND 7M INC. P.T. PONT OF TINOENCM MAPS. COMMUNITY PANEL wA 124077_51243E I DATED 8-15-89, 1643 NALDO A AC VLLLE.FL. 3!217C.PP�! PCC.Pali OF OF NRVE R SURVEYED DECEM� R 9 FN FL Et BOOR ELEVATQI . 'ZOd.3. R/* RMT-CF-WAY REQ61IR4 SU rA-YOR4487.FlARR/A O.R.Y.OFPCAL WCOADS VOLOVE SCALE: T = 2(31RGY R EINFORM CONCRETE POE JUSt A_ HILL JK. -►—s'mm rAmm omum,.mu 1w) IRIELD BOOK _..g T:PACE 7F.nc r,� sunvEY NOT vAuo wwom EAmOswo SURvEYOR's REAL w/BES IO rKE CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 9/29/04 Parcel Number . . . . . 170704-0115- - Property Address . . . 1478 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BESTCON INC . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 03-00027049 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . C. Building Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL .._.�,. LANl,C C\: OR V NOTICE OF ADDITIONS or CORRECTIONSm D• NOT REMOVE JOB ADDRESS DATE 10 6),4 25N v lC-Lv C—, - '2. 10. o THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1� R�VVLfJttr�= �5 h + utt P`LS - OwF L k 2 3 - wood /64�a-5 Fig< e$1.6.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office,from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG I 1 0 (ORIDP • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE WtP3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted u -+'E> $x.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. v P�LANrjc rm N � a C\. F�OR14P OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE Vieu) /Z.t THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted r $-*.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. P�LANri� 03, x y _ -)C) P ORIOP 111110- 0F ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE 1 '13`0 (M A4,544 V(6V0 °i)f_1d4/04- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted la 60 �' .�4 <pL. ky W L (3 Uv0, cJ 303 , ►3 Fmc �SC—E �1tsu� 3) S �- O Pe ux JA $x.00 REINSPECT FEE 3 It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m. to 5:00 p.m. Monday through Friday, BLDG gnaynic Mectrie,Inc. Gary Perkingmm m 0 ,1'C: E F. o. Boas 16301 JackaanvMo, 71. 3224S-6531 Date: U Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, CI aF ATLANTIC B�AGH Edward Baker BUILDING OF'F='ICE Dynamic Electric, Inca . 0 2O04 Re: � P0 C _e. Residence: Address: J qle Marsh V,ao cco �I��o � Permit #: 0Q+VARY r4E/A. ?0 9• T I (P u'• ^)2737 :,� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028209 Date 5/05/04 Property Address . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . . . SPRINKLER SYSTEM Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ----------------- ------ ------------------ BESTCON INC. H2O MANAGEMENT, INC. 4400 MARSH LANDING BLVD, 46 3731 C.R. 220 PONTE VEDRA BCH FL 32082 MIDDLEBURG FL 32068 (904) 246-3747 (904) 282-6413 ----------------- ---------------------------------- --- ---------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL BACKFLOW PREVENTER AND MAKE CONNECTION FROM THE PRIVATE PROPERTY Fee summary Charged Paid Credited Due -------- --------- ---------- ---- - ----- ----- ----- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION J *J Date: : S--k Property Address: �' t _ 1 -4-,_.__ /�� 7d' lAAc,h i,4 �:-F- Owner: Telephone#: X21- -p- .37q 7 Contractor: ` / 2 �/:�-l� /Y/�-�'�-t✓iM�''''�` -- Telephone Contractor Address: 3'7 l ./� 'Fax#: Cl(/ 3 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other '0" ' "�_' Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http:ltwww.cl.atlantic-beach.fl.us r J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 7 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027748 Date 2/19/04 Property Address . . . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . . . GAS PIPING Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 c�E' Owner Contractor i`M,N �t BESTCON INC. SAWYER GAS COMPANY 4400 MARSH LANDING BLVD, #6 411 PABLO AVENUE PONTE VEDRA FL 32082 JAX BEACH FL 32250 (904) 246-3747 (904) 246-6471 ---------------- ----- ------- --------- - - - --- --- - -- -- -- - ---- ------- -- - -- -- --- - Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------- ---- -- -- - - -- - -- - - - - - - - -- ---- - - --- - - - - - - - - --- ---- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 . Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 P { � I�#s BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN:THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION r F3 Date: /1-1 16 Property Address: j g 7 q t4 Owner. Cv tJ Telephone#: Contractor: Telephone #: Contractor Address: 5 SS .Soma 96+y m 6,4 To Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric y. U u 13 Gas: _LP Natural _Central Utility 3 7 ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor , Residential ❑ Air Conditioning: —Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin El Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _– Manlift Escalator (Number) Cl Replacement of Existing System ❑ Gasoline Pumps (Number) C3 Tanks % (Number) 13A New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency > n I" Y4 - a- Aoy,16 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency A rJ bro PA U6 f4s MC: 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027049 Date 2/04/04 Property Address . . . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR 1574 RAD, 2951 SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 346900 Owner Contractor --- --------- ----- -- --- - - - -- -- -- - - - - - - -- - - - -- - - - - BESTCON INC . BESTCON, INC . 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ---------------- --- -------- ---------- ------------ - -- -- -------- -------------- Permit . . . ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240 VOLT Sub Contractor DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- -------- -- -- -- - ---- - -------- -- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL J r1 CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION V Us� TO TILE CHIEF ELECTRICAL INSPECTOR: DATE: vA 3 20 IMYORTANI'NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: _-- — MASTER ELECTRICIANS SIGNATURE:___ OWNER OF PROPERTY: 4"- _jywv JOB ADDRESS: RES.( APT.( j COMM.( ) PUBLIC( ) INDUS.( ) NEW( I OLD( ) REW'.( ) ADDITION( ) 'TRAILER( ) TEMP.( ) SIGNS( ) _ SQ• FT.__— T-- SERVICE: NEW(t):�—' INCREASE( ) _ REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM. FEES �,LQ i SWITCH OR BREAKER AMPS / PH W �V T RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE. NO. SIZE LIGHTING OUTLETS CONCEALED OffN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMP5 3 00ANes �~ SWITCHES -- INCANDESCENT — FLOURESCENT& M.V. FIXED100 AMPS. OWER APPLIANCES BELL TRANSF. AIR !H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER:MOTORS I AMPS HEAT __ i 0-I }} OVER I MOTORS H.P. VOLTAGE PHS l NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 6UOV� --y OVER 600V T TRANSFORMERS: NO. KVA NO. 1KVA _�.`... NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH JFLASHERS EACH SIGN _ - 800 Seminole Road- Atlantic Beach,Florida 32233-5444 Phone: (904)247-5800 a Fax: (904)247-5845• http:/iwww.ci.atlantic-beach-fl-us R nvierA 01/17/01 r S' CITY OF ATLANTIC BEACH a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027049 Date 2/04/04 Property Address . . . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR 1574 RAD, 2951 SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 346900 Owner Contractor -------------- ---------- -------- --- -- - - - -------- BESTCON INC. BESTCON, INC. 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ------------------------------------------------------- --------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc INSTALL NEW HVAC Sub Contractor CHAPPELL HEATING & AIR Permit Fee . . . . 135 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- -- --- --- ---------- Permit Fee Total 135 . 00 135 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: ..S-A Vle�La CT LOCATION OF Intersecting Streets:Between And BUILDING I Sub-division fO ;S ` II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work is accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical A 11�nJ Contractors Contractor Print C:/T If aster ca� d Z Name of Property 6 '` Owner f) Signature of Owner ''//1 Signature of Or Authorized Neal � Architect or Engineer III. GENERAL INFORMAT A. Ty of heating fuel: B. Er Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: „LP ,Natural _Central Utility BUILDING OR SITE? O Oil O Other—Specify IF YES,GIVE NUMBER O(ONSTRUCTION PERMIT 03- D IV. / MECHANICAL EQUIPMENT TO BE /NATURE OI±WORK INSTALLED ��JJJJj esidential or _ Commercial New Building �(frovide complete list of components o ck of this form) O Existing Building tY `Heat _Space _Recessed _Central _Floor E] .-,Replacement of existing system Air Conditioning: Room Central V New Installation Duct System: Materia! Thickness (No system previously installed) VO Extension or add-on to existing system Maximum capacity 2QVQ cfm O Other- Specify O Refrigeration O Cooling tower: Capacity xpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY CIElevator: _ Manlift_Escalator (Number) O Gasoline pumps (Number) (Received) O Tanks (Number) Remarks ❑ LPG containers (Number) O Unfired pressure vessel Permit Approved by_ Date Cl Boilers pp ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency / to HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A enc O t7!d TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03 -00027049 Date 11/25/03 Property Address . . . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . NEW SFR 1574 RAD, 2951 SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 346900 Owner Contractor -------- -- --- ---- ---- - - - -- -- ---- ------- ------- -- BESTCON INC . BESTCON, INC . 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 --- --- ---- -- --- -- -- - -- -- - ----- - - - ----- - - - - -- --- - - - - - - - - - - - ---- - -- -- - - - - ----- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1201 . 00 Plan Check Fee 600 . 50 Issue Date . . . . 11/19/03 Valuation . . . . 346900 Expiration Date 5/18/04 ------------ ------ ------------ -- ------------- -- ---- --- - ---- --- --- ----------- Other Fees . . . . . . . CITY RADON SURCHARGE . 39 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 13 . 27 AB CONSTRUCTION SURCHARGE 1 . 47 STATE RADON SURCHARGE 7 . 47 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 610 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ------- --- ----- ---- - Permit Fee Total 1201 . 00 1201 . 00 . 00 . 00 Plan Check Total 600 . 50 600 . 50 . 00 . 00 Other Fee Total 2327 . 60 2327 . 60 . 00 . 00 Grand Total 4129 . 10 4129 . 10 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address ` ? M#17.5& V14-0 T' -"- /► ( ) Heated Square Footage .. { @ $ per sq ft = $ (Garage/ Shed L/q @$ u per sq ft = $ Carporrriiorch _,> @ per sq ft = $ Deck @ $ per sq ft = $ Patio $ per sq ft = $ TOTAL VALUATION: $ , Total Valuation Ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: E` 2.- + 'h Filing Fee $ FLOOD ZONE: A- F, (0) Fireplaces @ $35.00 $ -0- IMPERVIOUS SURFACE: ' BUILDING PERMIT FEE $ WATER IMPACT FEE $ 610 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ - c� C (/S-7,YRADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST(Pln) SURCHARGE $ OTHER " ' $ GRAND TOTAL DUE: $ 1/13/03 Schlueter, Jennifer From: Kosoy, Robert Sent: Wednesday, November 12, 2003 3:49 PM To: Ford, Don; Doerr, Sonya Cc: King, Maureen; Nodine, Phil; 'jmlgator@bellsouth.net'; 'paul@bestconhomes.com'; Showman, Lisa; Schlueter, Jennifer Subject: Lots 22 &23 Hidden Paradise I received a drainage plan for Lot 23 which I rejected because it proposed to drain to the wetlands and I requested that the drainage be redirected to Marsh View Court. I received a letter dated November 6, 2003 from Jim Lucas, P.E. and he advised that the conservation easement to the rear was sufficiently sized to accept and treat the drainage properly, I agreed with him, but advised that 1 cannot approve the plan until the City receives proof of a recorded conservation easement, which he will check to see if it exists. Otherwise, we will have people building within this easement. - Bob I WATER IMPACT FEE WORKSHEET ADDRESS: (`� �A-1;"V c r 7_ DRAINAGE FIXTURE.UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 l' Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountaillcemaker %2 �' Floor drains 2 Hose bib 0c1 s SI o1 5" ,e 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower corn partment,domestic 2 �— Sink f 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= 3 q. . MULTIPLIED X 20 TOTAL_$_ III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes ✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes --No NIA AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes /No N/A (FBC 13-602.1.ABC.1.1) _ nn tt Z 4. Is the"R"value for added insulation on exterior walls shown? Yes t//No N/A PLANS EXAMINER: a �J C` DATE: 1 U l ✓ e 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes v'No N/A r 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A OWNER: _<�r C ^) ° C) 't JOB ADDRESS: L(� '12 lit I t�) 7. Are Energy Credits Claimed? Yes ✓flo NIA } [//b A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yea No N/A CONTRACTOR: l ( T C O 0--) PHONE NUMBER Z 7 -3 l 7 � B. White Roof Credit (FBC 13-607.1.A.5) YesIdo N/A f C. Programmable Tbermostat (FBC 13-600.2.A.3.5) Yes o N/A (CIRCLE) I. Survey: / IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes o N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes�'No NIA Column pads and concentrated loads? Yes `'`�No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes No N/A in an"A"or"V"zone? Yes ./No NIA 3• Are all elevation changes in slab shown? Yes No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A✓ 4. Is minimum concrete PSI shown? Yes '`No NIA 5. Is property in a flood way? Yes No NIA 5. Is slab reinforcement shown? Yes No N/A 6. Is flood way line shown? Yes No NIA A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes---No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes-'No N/A iI. Structure Code Compliance: 7. is minimum slab on grade thickness shown?(FBC 1909.1) Yes-,"No NIA L Are plans sealed by architect or engineer? Yes No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes_.,No N/A A. Are structural calculations submitted? Yes✓No NIA 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606). Yes✓ o NIA Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes-'No NIA 3. Is exposure category shown? (FBC 1606.1.8) Yes V No N/A to. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes✓No N/A (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes ✓No NIA 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes✓No N/A I. Is finished grade shown? Yes ✓flo NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yespo N/A stories and allowable area? Yes ,,-No NIA A. Minimum 8"above adjacent grade? Yes F�/`N�o N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes✓ o N/A for structural elements? Yes VNo NIA C. Base flood elevation? Yes > No NIA 9. Are plans designed per SSTD 10-997 Yes No N/A✓_ 3. Is minimum footing depth beneath finished grade shown? Yes ✓No N/A A. Are all appropriate charts and tables shown? Yes No NIA ' (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes ✓I;. N/A Construction in High Wind Areas'"? Yes No N/A✓ 6. Is vertical reinforcement shown? Yes o N/A A. Are all appropriate charts and tables shown? Yes No NIA 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓" A. Is exterior wall finish shown? Yes No NIA 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A '.. High Wind Areas? Yes k-"No NIA C. Is exterior wall insulation shown? Yes No N/A-' A. Are all appropriate charts and tables shown? Yes -"No N/A D. Is exterior wall finish shown? Yes No N/A- B. Are all appropriate requirements circled or highlighted? Yes .-'No NIA 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction J A. Is stud size,spacing,grade and lumber species shown? Yes"`No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No NIA B. Is exterior sheathing(type and thickness)shown? Yes v No NIA A. Are all appropriate charts and tables shown? Yes No N/A �� C. Are nailing requirements(size and spacing)shown? Yes�Ao N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. is exterior wall finish shown? Yes 11iNo N/A 15. Does bedroom open directly into garage? Yes No 1 N/A E. Is interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number / F. Is minimum clearance between wood siding and finished !! of bedrooms shown on the application? Yes ✓No N/A grade shown? (FBC 2304.2.5) Yes V o N/A G. Are shear wall segments shown? Yes✓/No N/A 17. Is Designer's name and address shown on plans7 Yes t/No N/A A. Type ofhold-downs shown? Yes tj No N/A 18. Do egress doors and landings comply with FBC 1012.13 9. Are ceiling heights shown? (FBC 1202.2) Yes /No N/A and FBC 1012.1.5? Yes %/N. N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes�/�o N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes J No N/A requirements of FBC 1203.1? Yes sNo N/A 12. Roof Framing / 20. Are garage doors,windows and other openings shown as meeting A- Are engineered trusses shown? Yes No N/A wind load requirements for components and cladding per FBC 1606? Yes-'No N/A B. Are conventional Game rafters used? Yes No v/N/A 21. Does floor plan show fireplace? Yes ' .No ✓ N/A 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes✓;ie N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes N/A 3. Grade of lumber shown? Yes ,No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes N(A C. Type of roof sheeting shown? Yes ,' No N!A C. Do spiral stairways comply with FBC 1007.8.2? Yea ,No N/A 1. Thickness of roof sheeting shown? Yes ✓ No N/A D. Are required landing shown? (FBC 1007.4)? Yes tI'No N/A 2. Grade of roof sheeting shown? YesIN. N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes �000No N/A 3. Nailing pattern of roof sheeting shown? Yes✓ No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) / Construction details shown? (May require engineering.) Yes ,No N/A ✓ D. Weight of Dry-In felt shown? Yes ✓JI0 N/A 24. If required,are tenant separations shown? Yes No N/A v,,- E. /E. Type of roof cover shown? Yes No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? - B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes \/N. N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of the roof shown? Yes No NIA y f A. Are column type,size and anchorage shown? Yes No N/A ✓` (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A ✓ 3. Other roof covering and attachments shown? Yes o N/A.-" 16. Are all lintel and beam details shown? Yes,/No N/A F. Length of roof overhang shown? Yes N/A 27. Are engineering details provided for butt glass? Yea No N/A G. Type of soffit and fascia shown? Yes No N/A H. Attic ventilation shown? Yes✓No N/A L location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes.I N. N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and ag uee of cave metal shown? Yes/No N/A required connections? Yes V"No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes U,-Ko N/A 3. Framed roof. V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on / grade of lumber,span and connections? Yes No N/A application? Yes`' No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes,,/ No N/A species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes✓`No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes _ No N/A grade of lumber and connections? Yes No N/A ` 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A✓J of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes vl No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes y/No N/A pattern? Yes %,,No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes v, No N/A 9. Is required attic access shown? Yes r,ZNo N/A , 10. Are all plumbing futures shown? Yes V No N/A VIII. Floor Framing. 11. Are all electrical futures shown? Yea✓to N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical futures shown? Yes /k �T�Io N/A uplifts and connections? Yea No N/A A. Is air handler and condensor location shown? Yes V/No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes / o N/A grade of lumber and connections? Yes No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes�No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes `_1Vo N/A Have a 29"net clear door opening and handicap accessible route? (FBC I1-11) YesNo N/A ' ss� CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1-0 22 M I�RFU V IOW Co U RT , N D DELI �A� �1 SE Type of Development: (y�VJ C��S�'�uCTIpN Flood Zone: AE Required Lowest Floor Elevation: $. If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMNMNTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or or ' es affecting the proposed development. Applicant's Signature: t--- Date: 10 01 �,3 Department Use: Required lowest floor elevation. . J As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH �DFoDrd BUILDING / ZONING DEPARTMENT Doaa err s i 1 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # J)— l C� Property Address: Applicant: Project: This permit application has been: ED Approved F7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Map Output Page 1 of 1 JAXGIS Property Information Aw s4tm 14" -1az�on tr�,aa . trio iam �` 07010'1'15 1477 h9t�dQ f�110D- yam 1473 1469 1311 Copyrip hi JC)2042 C Ay of JaGWmnvibm.FI a Total /at ap Flood E# Name ddress Value cors ook nel Legal Descriptions Zone ndUse ning T 4-97 38-2S- 170704011 BESTCON INC ARSH VIEWCT 110000 .21 000 B1 9E '21 E HIDDEN PARADISE 2233 LOT 22 http://maps.coj.net'NWBSrM/DuvalMAps/toolbar.asp 10/8/2003 k 3S1 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FANIILY RESIDENCE AND DUPLEX CONSTRUCTION) ` ro Date: 10- 01- 03 Job Address: I Ln V1EV J CoU►2T Owner of Property: 13E5-T Co(J to 0 Mef�- Address: /-"4 VA U(kr-L,- 1/ A y Telephone: (04).241.0 -37 4-1 Legal Description: Block Number: Lot Number:_ 22- Zoning District: %2- Contractor: 2Contractor: 1315StCON DOMES State License Number:c=--+2c-- 4,22 3ca Contractor's Address: /413 4 LA U82L. W A\f AT LA tJfi I C 13 ,AC N r L 3Z Z 3 3 Telephone: C90-1) 24(P - 2-74-7 Fax: (964) 2 4(e - 7/2(r Describe proposed use and work to be done: NI-W CQ tj S 1-12 U CTON Present use of land or building(s): 001aE Valuation of proposed construction: --34ug goo. r� Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit, NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1114/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all' orm rovided with ' -application is correct. Signature of owner• Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true A correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 'TDs RA DLI L( T Z Mailing Address: 14$4 L�ti+P.Wil. 4 A-IL0N,IIC ecACPJ VL 32-Z3-5 Telephone:(904)24CR - 3-74--7 Fax:(90 4) 24(1?--1 12tP E-Mail: TAek C c,�sTcoNu0 • C9t� AS TO OWNER: ```,ttttiuttt►�is�o Sw � su6sfore me this s day of C � ,20 03 ••SMA SiOI�F'. •�� Mate. ia,�°o ti-9f Mval Nir 4 DDO$2737 m 4 Notary's Signature: 2� =0• :z VP .0'. [personally known '��A'fAt �ti``� ❑ Produced identification �;C„ Type of identification.produced AS TO CONVAACTOR: /j Sworn to and subscribed before me this /- day of 20 A!22 State o`` of Duval N Q` •• •....••C iii ```�• '�o��,\SPYONFA� Notary's Signature: C QVP *? me • 04"',q ;*� ersonally known =Z DD092737 ;p= ❑ Produced identification 0 Type of identification produced 4510 A•'�AabJic Unde;.• � � 800 Seminole Road •Atlantic Beach,Florida 32233-5445 ;� .....-f.. S11111111110% TA�C�, �ephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.uS Page 2 ///111 1111 Revised 1/14!03 NOTICE Ole'COMMENCEMENT Building Permit Na BookTax Folio No. Book1467$ Rage 1386 STATE OF FLORIDA COUNTY OF DUVAL f (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: (Legal description of the property and street address, if available). Lot 22,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 97B,of the current Public Records of Duval County,Florida. 2. General Description of Improvements: Construction of a single family residence. 3. Owner Information: a. Name and address: Bestconjnc. 2440 South Beach Parkway Jacksonville,Florida 32250 Recce 8 Rete Venture Title Agency to. b. Interest in property: 4315 Pablo Oaks eCo Fee simple. Jacksonville.FL32rt4 C. Name and address of fee simple titleholder(if other than owner): 4. Contractor: (name and address) Bestcon,Inc. 2440 South Beach Parkway Jacksonville,Florida 32250 5. Surety: Doc# 20022 68658 a. Name and address: Book: 14678 Page: 1386 b. Amount of bond$ Filed & Recorded 09/24/2002 11:14:16 AM JIM FULLER 6. Lender Information: CLERK CIRCUIT COURT a. Name and address: DUVAL COUNTY SunTrust Bank TRUST FUND f 1.00 200 West Forsyth Street COPY FEE � 1.00 CERTIFY 1.00 Jacksonville,FL 32202 RECORDING f 5.00 b. Designated Contact:Darlene Riggs • r 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(])(a)7., Florida Statutes: (Name and address) Lynn Vermilya SunTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Darlene Riggs of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b). Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: December 31,2003 BEST INC. B fiL --✓L/L i'.Nichols, Its President STATE OF F LOTUDA COUrITY OF DUVAL J This foregoing instr:cment was acknowledged before me this ( qday of September, 2002, by Paul W. Nichols., as President of Bestcr n, Inc. a Florida corporation,Zbehof that corporation. He is ersonally known to me. Prepared By and4ktir�.;Joanne L. Moreau ublic SunTrust Bank, $(at of Florida at Large 200 West Forsyth Street ommtssion Ex ries: JacAsonville, FL 32202 tit TERRI L I" y P rNUMOommission Number is: Yf„ "XPIRES _ F RY PLOFFICIALhN IIAIi'V SEAL 1 ZO<PS!/� TERRI L LANE * COMMISSION NUMBER + CC935420 Q� MY COMMISSION EXPIRES 0f FL0 JUNE 5 2004 STATE OF FLORIDA DUVAL COUNTY I,THE UNDERSIGNED Clerk of the Circuit Court,Duval Courq Florida,DO HEREBY GERT;FY the within and foregoing is a ttus and eorrmct copy of the ariginal as it appears on record and file in the offics of the Clerk of Circuit Court of Duval County,Florida, and the same is 1;;full force and effect WITNESS my hand and seat lark2)'1 gMF oud at �j, Jacksonville,Florida,this ti 'day o ,A.D.,20-0j5 t3LLER Clerk,Circuit and Coun ourts Duval County,FI ; By ----- CITY OF ATLANTIC BEACH & For BUILDING / ZONING DEPARTMENT ins rs 800 Seminole Road oe r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application Property Address: L ) ��4 �'1� L� ca- Applicant: Applicant: cs'+ Project: I\J This permit application has been: EP--1-"Approved Reviewed and the following items need attention: Please re-submi our ap licatio wen th se items have been completed. 64 Reviewed By: Date: t, k CITY OF ATLANTIC BEACH i . BUILDING PERMIT APPLICATI®N (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: /0 Job Address: ( 4-19°`'�AIZS Vl l i C(71lVZfi Owner of Property: 13V--S1C0 tJ 1�01'v1C� Address: i4s 4 LA(,18,L .- Vy`A'4 Telephone: (9�4).24b -:37 47 Legal Description: Block Number: Lot Number: Zoning District: J2. Contractor: State License Number: 6%V-c- - 6 f z 3 415 Contractor's Address: /484 LAU82— WAc\., A-r LA tiT i C OC-ACtA , r L 37-Z-33 Telephone: C` 0,+) 24U -- A7 47 Fax: (964) 2 Oce - 7/24, Describe proposed use and work to be done: N EW Cos 1 i2 u T 10!,41 Present use of land or building(s): tAO t-. Valuation of proposed construction: 00 Flo,900 Is approval of Homeowner's Association or other private entity required? _If yes,please submit with this application. Wills project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in.site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. KNO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be.reviewed by the Tree Conservation Board,which meets two times each month. .Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Rest Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Worksto determine if a pre-construction or post.construction topographical survey or grading plan is required (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.cL*tlantic-beach.il.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficientto depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL;natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface, 6. Other information as may be appropriate for individual applications. I hereby certify that all' I-Pro with application is,correct. Signature of owner: ✓, Date: 10 ` Q 1 I hereby certify thatI have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or localL rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being truepqcorrect and that the plans and supporting data have been or shall be provided as required tn/ Cx Si of Contractor• � Y/ Date 1® ' 1 .J Address and contact information of person to receive all correspondence regarding this application (please print). Name: —TA FSA Dyl 1t T Z Mailing Address: W24 \_CM ke.T -$k'-i , A L Pht-JT tC„ Kh.L(4 Telephone:(�P4)242 - Fax:C5o4) 24(o -11 Z(.a E-Mail: TAeA C ?;C lC-OtA\A0%-AE5.COM AS TO OWNER: 13 �Lj,�fore me this ` day of r L ,201�aRY • ��i $tate�pv 6 Qf13yvaI u�.�*= Z � Z DD092737 Notary's Signature: G� a' yz _atz • o 0 Q4ersoually known '•� 00 fA,...:, . ��•` ❑ Produced identification C ,i��.`�� Type of identification:produced AS TO CONYWACTOR Sworn to and subscribed before me this day of r�l '�/� f , 20 State o,`�� of Duval � ```..��:oa,M�RtYOH :•;h �'�� Notary's Signature: % ersonally known Z: DD092737 ;p= ❑ Produced identification Type of identification produced �99�1_ on °Ta eded� '�0 0�� U�dg '4�� 800 Seminole Road -Atlantic Beach,Florida 32233-5445 , ST�•��,`'-Nephone: (904)247-5800 •Fax: (904)247-5845 •http;!/www.ci.atlantic-beach.fl.us Page 2 �� Revised 1/14103 CITY OF ATLANTIC BEACH �r FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1.01 Cb U RT , k rD iDC�l PA 2,A 1?1 S� Type of Development: JNEV. CDNS1 9,VCTN Flood Zone: M: Required Lowest Floor Elevation: 18=5 If building is located within a flood hazard zone,a survey must be made AFTER TEE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ores affecting the proposed development. Applicant's Signature• t'f��--``'- Date: 0/- 00 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1117103 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 01 2003 09:26AM P2 MAP SHOWING PLOT PLAN OF LOT 22 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. KARINC REFERENCE: BEARING SHOWN ON R04T—OF—WAY LINE HEREON 15 THE SAME AS SHOWN ON THE ABOVE MENPONED PLAT. MARS EW O �� R 1W) Sof '11 11 "E `4 t4o mmWALK REQUIRED 6 g � 50. 0 9"HICKORY 9' CKORY 7.5' JEA EASEMENT ZOAATT 10' DRAINAGE EASEMENT 10' CKORY "OAK ----------- ---- - j� Ki ® I"BAY --- — DRIVE c " e" uc ® 7.1 7 O OAK +n"uv OAK }tt tlAY p0_BRL �`• M OAK �n n' o PORCH 1O —G"111144 4d�.1 �- 8.a' N 9.0' 3 990 A4. � p Z PROPOSED , o W DWELLING n 0 FlN FL EL (8.5) W 7 Lo M r D m 3 00 W h wo �... oc m d O 7.5' fV m W LANAI ~ p 1 PATIO O Lo Lo "I w •r �✓ n� 1 11ruve ow. 0 00 I S01'11'11"E I --- - - - -- � — --ao.00' _ — y — is TS M 10AAY FiS tll Qt' 10"WATER OAK a"UAK a•aCloC VQAV L V UPLAND BUFFER o w "ONc *r WATER OAK C.c E'o 8 a a :3 3'8AY I 1'tD w d > 2�AYU C F;E 00 C , o tlbAY 9," T .BAY GAY L "'.� A. � IS-'[ti a a -g �s Cal S 2�" � `= 50212'10"W �`�� o�Qu I.g9¢"Iy 45.47'_ ` _ � wvv .2F u"Inc OAk WETLAND LINE ® (z)z'B9nr Oft (2)3'HAY MARSHESp�" THE rN Lo o, » » ASTAL WATEaWAY TYPE B DRAINAGE NOM" THE LOT SHOWN HEREON APPEARS TO UE WITHIN FLOOD ZONES 'AE" AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED BY: MAPS,. COMMUNITY PANEL NO 120075+ -QQ01D DAM 4-17-89. CILAARSON AND A919QCyga ES, INC. PROFFESIONAL LAND SURVEYORS DATE AUGUS I L1 2003- 1843 NALQO AVENUE, SCALE- 1" .JACKSONVILLE. FL.. 32207 Received Time Oct , 1 . 10:40AM _ N011 CE OF COMMENCEMEN7' *Building Permit No. Book 10678 gage 1386 Tax Folio No. STATE OF FLORIDA COUNTY OF DUVAL f (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,. and in accordance with Chapter 713, Florida Statutesthe following information is provided in this Notice of Commencement. 1. Description of Property: (Legal description of the property and street address, if available). Lot 22,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 97B,of the current Public Records of Duval County,Florida. 2. General Description of Improvements: Construction of a single family residence. 3. Owner Information: ' a. Name and address: Bestcon,Inc 2440 South Beach Parkway Jacksonville,Florida 32250 ' A600rd$Retutri 10. b. Interest inro ert : Venture TWO Agency'p p y 4318 Pablo Oaks Court Fee simple. Jackspnyilie,FL 3424 C. Name and address of fee simple titleholder(f other than owner): 4. Contractor: (name and address) Bestconjnc. 2440 South Beach Parkway Jacksonville,Florida 32250 5. Surety: f look :P-0022 68658 a. Name and address: look: 10678 Page: 1386 b. Amount of bond$ Filed I Recorded 09/24/2002 11:14:16 AN JIM FULLER 6. Lender Information: CLERK CIRCUIT COURT a. Name and address: DUVAL COUNTY SunTrust Bank TRUST TFFUND $1 .00 200 West Forsyth,Street COPY CERTIFY 1 1�0a Jacksonville,FL 32202 RECORDING f 5.00 b. Designated Contact:Darlene Riggs ' • r 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(])(a)7., Florida Statutes: (Name and address) Lynn Vermilya SunTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Darlene Riggs of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b).Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: December 31,2003 BEST INC. B : r u t_h W.Nichols,Its President STATE OF Fi.OIdDA COW 17T OFD URAL J This fioregoing instrument was acknowledged before me this ( yday of September, 1002, by Paul W. Nichols., as President`of&stcrn, Inc. a Florida corporation,Zbehof that corporation. He is ersonally known to me. Prepared By and-Ret:rr►rToJoanne L.Moreau ublic SunTrust Bank, _ y_�S(at of Florida at Large 200 West Forsyth Street ' " 5F TE Al L L y ommtsston Expixes: Jachronville, FL 32202 r :.. �r �... r, ommission Number is: NUM fa;;'YA?o 1jf I',s`':.:n;'r;..;.:'XPIRES OFFICIALRNLI)VSEAL � __..w..._.... :1 O {iV P�6!' TERRI L WJ4 E * COMMISSIONNUMBER CC93S35420 Q� MY COMMISSION EXPIRE$ OF FV,O JUNE 5 2004 Y STATE OF FLORIDA. DUVAL COUNTY I,THE UNDERSIGNED Clerk of iha Chiift Court,Dotal Cay Florida,DO HEREBY CERTIFY the within and foregolN Is a true and correct copy of the original as it appears on record and fila in the orncq of the Clerk of Circuit Court of DOM County,Floddn; and the some is Li full force and effect V 11NESS my hand and seal lark r i ourt at Jacksonville,Florida,this th dday o ,A.D.,24 IM FlJl.l R Clerk,Circuit and Coun ourts Duval County,FI By_.____.. n'DL,. G?rr FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 01 2003 09:26AM P2 MAP SHOWING PLOT PLAN OF LOT 22 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 976 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGNT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON 11-IE ABOVE MENTIONED PLAT, MARS t-� R/W) O1 •� ill "E 4 NO SIDEWALK RwQuiRED 50. O 9'HICKORY ' 9' CKORYj( 1\1 -7.5' JEA EASEMENT `�#.�' 2'e® 10' DRAINAGE EASEMENT - t0' CKORY A'OAK DRIVE B' Lim ® 7,1 7011 1n"u\1OAK 0A� 7.5 2O_BRL ",w OAK �n n' b PORCH to N 9,0' 10 V y rc Z PROPOSED DWELLING A 0 < �` FIN FL EL (8.5) �^ a O to J m s � i M � O m � 3 00 W %f W O I— Cc, c (D ; e m F � N m o� � n db 3v.0 N Ot 7.5' 7.5' m W LANAI z F- PAtto I S V 0 O LO :� J � Q, m i i_0 N O f` O ) - 17" LIVE DAY. 00 I S01'11'11"E I \� Ot' 10"WATER OAK a"UAK C'OAY r� JIM • W 9 i"RAV �:�. UPLAND BUFFER x y $'OAK rd ® }{B• WATER OAK ILI c 8 }t t O � St go 3'BAY m 9 t"BAY C C A RAY � � Z'?fV b 19AY 8"5AY 3"DAY CCS 1! 2. }.1 V Sr+�'12'10"VV U�_��.,,� �•G •, � ,3 48_.4_7' _ > 3 a 0. �► 7,6 4 , - p a 9 a'i fw OARLG WETIANh UNE wc(1)1"BAY (2)2'IjAY Ill (2)3'BAY MARSHES O!"' THE INS-RgCOASTAL WATERWAYTYPE "B" DRAINAGE NQM THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES "AE" AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED BY: )AAPS, COMMUNITY PANEL NO, 190075 - 1D DATED A-17-a9. CLAItSON AND ASSOCIATES, INC. PROFFESIONAL LAND SURVEYORS DATE AUGU51 11 2003_ 1643 NALQO AVENUE, SCALE: t" w-- 20' JACKSONVILLE, PL., 32207 Received Time Oct . L-10 :400-- - DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE #r ATLANTIC BEACH,FLORIDA 32233-4318 i1. TELEPHONE: (904)247-5834 r-- FAX:(904)247-5843 ✓ SUNCOM: 852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 03 Applicant: Address: Project: J nl:: ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Z, vy5e i�x�narae �%r� ¢�s show dralnaaeau.�rrd s fi'ccf oli ,Sire dr ,Q1'dy✓c% wic /,�O Budd 1,eal-. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E.,Director of Public Works Date Signature Contractor Notified Date 4zxev, 1 A? CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date. Job Address: 14-1 BARS 11th CAUVL'C Owner of property: J3 S-TC0 lJ "M\AeS Address: i484 LALIP�-L- iAlA 4 Telephone: Q;q444b -3147 Legal Description: Block Number: Lot Number: Z Zoning District: J2 Contractor: St"C�I�t 1-��'ME S State License Number: �%+�� ' �2 z'`,-S Contractor's Address: 1484 LAURE, W64 AT i_A LLt.{iIOre-ACN � r L 3 Z - 3 Telephone: C904) -4t - _;374-7-- Fax: (964) -2 - 7/24, Describe proposed use and work to be done: 4ew CO NIs_1 u ff i o Present use of land or building(s): I`�►`#E Valuation of proposed construction: '9� Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Willproject involve changes in elevation,site grade or any use of Mmaterial or the removal of any trees? NO. Applicant certifies that no change in site grade or 8111 material will be used on this project. [j YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project . YES Removal of Trees will be required for this.project TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to bereviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit STEP L Verifyzoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 944-247-5826. In order to correctly verify zoning designation, please have . Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works.to determine if a. pre-wnstruction or post-canstructice topographical survey or grading plan is required.(If not required,written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Conuaetor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach.City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •httpJhrww.cLatkntic-be2cb.]Lus Page 1 Revised 1/14/03 In addition to construction and engineering detail,.pians must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficientto depict all required information in a clear and legible manner. 1- Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing swichuros and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental featu rm including any jurisdhcticnal wetlands,CCCI.,natural water bodies. S. Impervious Surface area calcubdoom include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded.from total Impervious Surfaces 6. Other information as may be appropriate for individual applications. I herebyfy that all' 'ded with 'cation is.carn ect. Signature ' (,✓ Dame: (0 - 01 - 0.3 si of , I hereby certify that I have read and examined this application and know the some to be true and correct All provisions of the laws and ordinances governing this type of work will be compiled with,whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the perfixmance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being truepq correct and that the plans and supporting data have beers or shall be provided as required. (1' tn/ C/ Signature of Contractor. ��'�"� Dame: w- o t 0 Address and contact information of person to receive all correspondence regarding this application (please print). Name: -TA PPA C,)Li i..-l T Z Mailing Address: W4 >`tk�.�qtr �i , VL 1rt-Jt tL K—AC t-1 j 1p:L 32Z 3 j Telephone:(�4)24(2 - 3-14't Fax:C,SU4) 24(o.--11 Z(.P E-Mail: TAeA C vis k c.otN\AONiSS AS TO OWNER Swis re me this 'd day of 112003 $tatetirj i r�;�igf&Val N. Notary's Signature LC Z• DD092737 = N s Si ature- y9`• [4ersonally known 'ii,p'r pC AV��,, 0 Produced identification Type of identification*oduced AS TO COINACTOR Sworn to and subscribed before me this 1' day of / _,20jQZ State o& o,Duval Notary's Signature: j 5O ORY It ersonally known z:' DD09273T :o 0 Produced identification ZC • Type of identification produced %99�ar� Bo ted 800 Seminole Road •Atlantic Beach,Florida 32233-5443 (904)247-5890 -Fu: (964)247-5845 •httpJ/www.cLatkatic-beach.8.us Page 2 11II11111 t110 Revised 1/14/03 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: LO-r 22 , MAP SA V S�V�t CSU RT , N I D�Gt� PA2A 71 SC Type of Development: 'NEvJ C4t�t5TY4{CTIoN Flood Zone: AE Required Lowest Floor Elevation: $.5 If building is located within a flood hazard zone,a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or o th�prop�osed evelopment. Applicant's Signature: Date: Department-Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 01 2003 09:26RM P2 MAP SHOWING PLOT PLAN OF LOT 22 AS SHOWN ON MAP OF MIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS Or DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BfARINC REFERENCE: BEARING SHOWN ON RIFT—CF—WAY LINE HEREON 1S THE SAME AS SHOWN ON THE ABOVE MEN-11ONED PLAT, MARS El6L_O. T c50' R/W) �- S01 -11 11 "E '%* NO $10SWALK RFWUIRED 50. O HICKORY 9' CKORY 7.5' JEA EASEMENT 2'B� 10' DRAINAGE EASEMENT 10' CKORY COAX 7^ M pTTIVE 8'Al ® 7,1 7 ,n"uV OAK OA}t ®AY •M 7,5' OAK PORCH m 6-0 ' 7.9' N 9.0' yy{{ V O Y z U PROPOSED � DWELLING 19 a OFIN FL EL (8.5� ;^ Lu to Its mmh W D W 11 w N m b F cv N 0 db cv 7.5' sa.o' 7 5' d m W LANAI twD O ® PATIO Lo V .f) ~ r 0 ^I 0 - 17•UVE OAK 0 ! 501'11'11"E 00 TIt' 10"WATER OAK e"wA *'DAY S IMAY UPLAND BUFFER 5'OAK ® }•�8'WATER OAK 3'8AY 1 1"SAY �yy 2 AY t ~ tl—tfAY "AY 3"DAY � 'loll 502.1 2'10'YV 6g W. 48,47' ---- - - u'1V OAR 1kETl.ANh LINE T VSTER OR y` l2)3'6AY Ip MARSHES5 O' OF THE INTRACpASTAL TYPE "B" DRAINAGE WATERWAY NOM THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES "AE" AS SCAUO FROM THE FLOOD INSURANCE RATE PREPARED BY: (AAPS, COT�AMUNIT`( PANEL N0. t20QZ -ooOTD DATED A-17-80. CLAR80N ANDASSOCIATES. INC. PROFFESIONAL LAND SURVEYORS GATE AUGUa 1 22 2003. 1643 NALQO AVENUE, SCALE: I" = 20' JACKSONVILLE. FL., 32207 Received Time Oct . L-10:400 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 Tya TELEPHONE:(904)247-5834 FAX:(904)247-5843 ..- S SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 03 9-7 Q C4 C' Applicant: Address: L f Y�C l y� y1 �i �'Uj C:4-- Project: P-4�E-)u 1 5r yYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Rev' ed by Donna Kal zniak,Public Utilities Director 5 Date Signature Contractor Notified Date1►94 1 v y1,? ri S ._-----'"" /'YID /C 0//" DEPARTMENT OF PUBLIC WORKS f � µYf 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 FAX:(904)247-5843 t , SUNCOM: 852-5834 r http://ci.atlantic-beach,fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: C S ��r1 , -{1C Address: MCl,E!k-) V1 el� lid Project: F-,uJ -j o Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: r ..moi •� ME AsAA44 to - V3 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: �C 0i' D Job Address: 141 t� Qou&.fi Owner of Property: 13r-_S-TCO 'Nle-_=- Address: /4$4 Lek(, i. Lt WA 4 Telephone: Cc;04)�14 " 37 41 Legal Description: Block Number: Lot Number: 22- Zoning District: J2 Contractor: Homes State License Number: Ckg-G " �z a 31,-5 Contractor's Address: /481 LAUrR 1► A4 , AT LA N�-T(C i5E!K_la �L :3 -Z 3 3 Telephone: C.90 ) .2 4U- A74-7 Fax: 964 2.40 - 7/24, Describe proposed use and work to be done: N Elf C0&IS OR U CT J t Present use of land or building(s): Valuation of proposed construction: 34 LP0 9100-C/o Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Willproject involve changes in elevation,site grade or any on of fig material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. KNO. Applicant certifies that no trees will be removed for this project YES. Removal of Trees will be required for this,project TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to bereviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as awrooriate. Incomplete applications may result in delay in issuance of permit: STEP 1. Verifyzoning designation and proper setbacks for the proposed construction. -If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beads Department of Public Works. to determine if a, pre-construction or post-construction topographical survey or goading plan is required.(If not required,written verification must be provided with this application.) The Department of Public Works a located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms; Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and fon•(4)complete sets of construction plans to the Building Department,which is located-at the Atlantic Beach-City Hail,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •bttp://www.cLatlantic-beach.&us Page 1 Revised 1/14/03 In addition to construction and engineering detail,.plans must contain the following information as appropriate for the type ofwork being performed. Sole of drawings should be sufficientto depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Depa tmeru of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL;natural water bodies. 5. Impervious Surface area calculations: include drp ways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded.from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify thud all' dad with on is,eorrem Signature of owner: 7au�'�� Date•. r d 1 03 I hereby certify that_I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true correct and that the plans and supporting data have been or shall be provided as required. (n/ (� Q Si of Contradw. Imo: 1 ' Address and contact information of person to receive all correspondence regarding this application(please print). Name: "(TAc RA DLl i—LT Z Mailing Address: A 1'L.Rt-J1 tC K-- C t-1, V t, 322 3 5 Telephone:(ce,4)24(-, - .3-1+1 Fax:(Soo) 24t -1 i 2LP E-Mail: TA12A Co s toTL Uoi�ASS,COM AS TO OWNER SwtSstr• r fore me this �''� day of � �e ,20013 41 $ttat66,*,t4ff6ival k �►``N _Z. • DDO$2731 <[= Notary's Signature: �' •�� c,._ . :per: [personally known '��A•,�•A.•: :��,�� ❑ Produced identification '',i�ei,C,,'`. •�,,�� Type of identification:produced AS TO CON ACTOR. Sworn to and subscribed before me this / day of ,20 State 0&Q� �of Duval ��.��. �ssiOMa'�e•C.'F''•, Notary's Signature: �• C+O WY t* L w ersonally known Z: DD082737 :p ❑-Produced identification :0'y ` 1�pe of identification produced moo•'� '� .'•� 80oded� �:•v.� �'� A• -*%btic urdg`�OO�4•�` SN Seminole Road •Atlantic Beach,Florida 32233-5445 /C• ephone: (904)247-5800 •Fez: (904)247-5845 •httpJ/www.ci.atlantic-beach.ia.ua Page 2 /4///111 Ilis"�� Revised 11141(13 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location .QT 22 NMA i2Sa I�V� CbU R? l-1 rD�� t��2t�+71 SG Type of Development: �IEV�I Co�S� UCT1oN Flood Zone: �+/��- ►► Required Lowest Floor Elevation $.5 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMNMNTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws oro affecting the proposed development. Applicant's Signature: Date: 10 00 Department-Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 " } INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027364 Date 12/09/03 Property Address . . . . . . 1478 MARSH VIEW CT Tenant nbr, name . . . . . . NEW 20 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ --- - -------------------- BESTCON INC. DON HARRIS PLUMBING 1484 LAUREL WAY P.O. BOX 14668 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 246-3747 (904) 772-0900 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 800 Seminole Road V� Atlantic Beach,Florida 32233 (904)247-5800 Id Job Location: / T 79 ( Owner of Property: )&A2(� T lephone: Plumbing Contractor: ONn Contractor Address: uv State License Number:C F C - Telephone:__y7 How many of the following 1t1e� Lew or [I Re-Piped 4� SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) Minimum Permit Fee: $35.00 Total Fixtures: c;?r? X $7.00 + $35.00 = Signature of Owner: 101 Signature of Contractor. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826