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721 Paradise Ln (vault) 8 PERMIT WORKSHEET Certificate of Occupancy[ Job Address: ?2 1 WA1)15E LANA Type Work: S Property Owner: BEST C 0 N ,N c Phone # 2146- 3 -7,q7 Contractor: 13E51C O N I N C Phone # 2-y6 - 3 7 y 7 Permit#: Q y _ 2q Z$ Date Issued: 13 15 Tree Permit# Foundation Permit# Demolition Permit# Oki ' BUILDING ELECTRIC # MECHANICAL #ZqZ PLUMBING # Tem .Power# Footing n 04- JEA Release Date Temp. Power Slab z.2�_b5 Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Da-rk c,.-b�t Nailing/ `4�'i"O S Water/ Sheathing Sewer Rough/ Framing Rough Rough Topout Insulation % JEA Release lL Date Building 10 Electric �D 3 -- Mechanical ��3�� Plumbing )(�' Final Final / Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final [— Fire Inspection: Failed InspectIzons: ��J�05 Date Paid: — � -� City of Atlantic Beach i Building Department Certificate of Occupancy p y This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 15, 2006 Owner: Bestcon Address: 721 Paradise Lane, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 04-29288 DON C. FORD, C.B.O Building Official Post in a conspicuous space. Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: 01 I Permit#: �4 — C;2'q A Property Address: L P 0,( ad- La we Legal Description, Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: [� Single-Family Residence ❑ Commercial. 0 Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Public Utilities Planning Dept. Building Dept. Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No PAGE 1 Date: 10/25/2004 MANNING BUILDING SUPPLY LOG # : D1012F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PAULS BAY Address : 1484 LOURAL WAY Address : LOT 32 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: LR _ --- - - - -- -- - -- - - --- - --- -- - -- - -- -- -- --- - -- -- - - --- - - -- - - --- -- - -- --- -- - - -- -- --- -- Left I Right Qtyj Span I O .H. I O.H. I Description --- --- -- - - - -- -- - -- ---- -- - -- --- -- - - - -- - - - -- - ------ -- - -- -- - - - -- - - --- ----- - --- -- 1119'll"4 12 ' 10' JA1 3- PLY 6 21'6" 10' 10' IF1 1117 -4--8 0' 101 JF2 O I 1 , J 1312" 10 ' 10' JF4 1113 '11"8 10' 10' JF5 1113111--8 0' 1 0' JF6 117-2--8 0' 1 0' JF7 7 20'10"8 10' 10' JF8 111'6"8 10' 10' JF9 2- PLY 7 11116--8 10, ( 0' ( F10 1114'11"4 10 ' 10' IF11 3- PLY 1119'll"4 12 ' 10' IF12 4- PLY 2119111"4 12 ' 10' IF13 1 21'6" 10 ' 10' 1KW1 1 20'10"8 10' 10' JKW2 9 1 3 ' 12 ' 10' In 114121-3 2 '9"15 10, ( J2 D45 211' 12 ' 10' JJ3 1L 1R I � ** Beams ** 422 1 1 JBM1 GPLAM 16" ** Hardware Floor ** 71A I I IHUS26 1-ply Truss Hanger _ 14 II 1 1 ITHA422 SY42 Hanger 11C I I IHGUS28-2 2-ply Truss Hanger 11Z I I JHGUS5.5/12 3-ply GPLam Hanger lIzz I I JHGUS7.25/12 4-ply GPLam Hanger 44 - Trusses 24 - # of Hardware 0 - # of-1-Joist--- 0 - Piggy' s - --12 - Jacks- - - -- --- 4 - # of Beams 0 - # of Rim Board - -- -- - 56 - Total Trusses go r MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 2004 2:29 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 !,P Project : D1012.FBD BESTCON HOMES LOT 32 PARADISE PRESEI ?� Mark# : BM1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L1240 Composite Action : No 3.5", 565 psi 5.5", 565 psi L 3.5", 565 psi 1619" 4'6" 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" 16'0" 21'0"s.c.- 2 Span Carried(psf) 55 40 100% 0 16'0" 21'3" 4'0"s.c.- 3 Uniform(plf) 125 0 100% 0 0'0" 21'3" 4 Span Carried(psf) 42 30 125% 0 0101. 21'3" 21'6"s.c.(Slope:8.0/12) - Uniform(plf) 29 0 0 0 21'3" Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R'n 8331 20013 -988 Min R'n 3207 7913 -5930 IP DL R'n 3218 7913 -2227 Min Brg(in.) 2.11 5.06 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN !!" Value Span X Group Allow LDF Ratio V(lbs) 9974 1 16'6" 71 26600 125% 0.37 M(ft-lbs) 30323 1 16'9" 71 88890 125% 0.34 LtRn(lbs) 8331 0 010.1 72 13842 100% 0.60 See Note#5 RtRn(lbs) -988 0 21'3" 73 13842 100% 0.07 See Note#5 IntRn(lbs) 20013 0 16-9" 71 21752 100% 0.92 See Note#5 LLDefl(in.) 0.18 1 8'4' 72 0.56 U1121 TLDefl(in.) 0.29 1 8'4' 72 0.84 U689 USE. GPLAM 2.0E 1.75x16.00"4 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. 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. 10. Verify that load is applied at top or equally from both sides. 11.Bolt plies together w/2 rows of 1/2"dia.bolts$washers 2"from edges @ 24"o/c staggered. 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.For explanation of GROUP change to expanded printout. Ey*" PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (1416d (6)16d TRUSS !P B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d 12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d 10)10dxl.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)1 0dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 785 9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - 2)16d To 6)16d SYS 42 I THA422 Max 66 3630 4145 1550 1 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (116)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d To 410d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 18 16d (12)1 0dx:1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d (112)1 0dx:1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2)10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 (16)16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 74 1110 1 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 1 - - (6)16d 2 10dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6 10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 (18)16d 8 10dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1 1150 18 16d 12 10dx1.5 I-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d 6 10dx1.5 1 PLY LVL Min.Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d 10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 1 4055 56 16d 20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Short VP UL2 H16 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 7 10dxl.5 (7)1 0dx1.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12)10dx1.5 (12)1 0dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)1 Od (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS 1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TSB2-24 120 4)10dx1.5 Brace Truss Spacer it e !A s* A r wr #�" Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ISHJ151-Z0627163013 Pop Truss Fabricator: Manning Building Supply Job Identification: D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE Truss Count: 19 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Versions 7.04.0805.15, 7.02.0527.10. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE-98 -Partially Enclosed ; Notes: Seal Dae: 10/27/2004 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 Arthur R.Fisher Florida License Number:59687 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. The loads indicated on all referenced girder trusses are_consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 No Standard Details Ref Description Drawing# Date : 1 00439-=A1 3- PLY 04301271 10/27/Q4 2 00440--F1 7104301272 10/27/04 3 .00441 <F2 04301273 10/27/04 4 00442--F3 04301274 10/27/04 5 00443--F404301275 10/27/04 6 00444--F5 04301276 10/27/04 7 ' 00445--F6 04301277 10/27/04 8 00446---F7 04301278 10/27/04 9 00447--F8 04301279 10/27/04 10 00448--F9 2- PLY 04301280V27 INEI:RiNG, 1NC 11 00449--F10 04301281EN OAK BLVD. 12 00450--Fll 3- PLY 04301001 ItLE, FLORIDA 32257 13 00451--F12 4- PLY 04301297p AUTHORIZATION No.978414 00452--F13 04301282WING REvIEw DISPOsiTiON15 00453--KW1 0430128316 00454--KW2 04301284ED FJAPPROVED AS NOTED 17 00455--J1 04301285 PPROVED 18 00456--J2 D45 04301286 DATE , �� 20 19 00457--J3 O t'1 1L 1R 04301287 1B En6;nEa� o. FL. Cert. No. 39476 Rccora: LOUIS J. CABBIE(_, ATTENTION.RBvit W of shop drowingsis only rF�r confw�r,�ance with the desian concept of saes not ret;eve the delegated w prr�jpCt anu Qhginegr of siltility for any deviation 00 tlpom the tequirezn@r`ts'if the contract doc fy�rlt% nor from rgyp0nsifsiiity for errarS Ot in the t¢hop.drawings. loll (D1012F-PAULS BAY LOT 32 PARADISE PRESERVE Al 3- PLY) IMED UNU rnt-KLU rHUPi 1-1UitH 111 U1 (LUHU� a UIMLIY�-N1 ) aunruiiLU nT INU» .L.. Top chord 2x4 SP #2 N 3 COMPLETE TRUSSES REQUIRED '- Bot chord 2x8 SP #1 Dense Webs 2x4 SP #3 :W2, W10 2x4 SP #2 N: NAILING SCHEDULE: (0.1310.0_g_nails) :W5 2x8 SP #2 N: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 4" 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 54 PLF at 2.16 to 54 PLF at 3.00 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. TC From 64 PLF at 3.00 to 64 PLF at 19.94 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 3.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, BC From 35 PLF at 3.00 to 35 PLF at 19.94 Located anywhere in roof, CAT II, EXP B, wind TC OL-3.5 psf, wind BC 28 LB Conc. Load at 3.00 BC DL=2.5 psf. BC *9298 LB Conc. Load at 8.19 Right end vertical not exposed to wind pressure. 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 0.17 19.81 ** The maximum concentrated load is 9298# ** * CLUSTER (24) 0.131" X 3.0" NAILS ON BACKFACE OF 3 PLY UNIT OPPOSITE HANGER. 5X12% 3X8= 2X4111 5X9= 1.5X4111 3X8= B F TW5 W2 2-4-7 El W10 +9-1-2 3X8(Al) = 1.5X4111 5X7= 8X12= 2X4111 5X12= 2X II r * 298# L2-0-0->J 1, 3-0-0 ,I_ 16-11-4 1 -E 19-11-4 Over 2 Supports R=6673 U=4222 W=3.511 R=4701 U=2975 W=2.75" -t11ft�.i,� TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04`.0 �SIFIC •'•. Y FL/-/3/-/-/R/- PLTScale =.3125" Ft. ""WARNING""TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. 'P : • ' T C L L 20.0 P S F R E F R 1 5 1 439 ICATED REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB7 • D'OI RIO DR.. SUITE 200, MAUI SOX, NI 53]19) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 FNTERPRISE LN, * : .598•T �' �. MOPICAD 1HORDW SHALL I H AVEO PROPERLY ATTACHED S STRUCCTURALP IF MING AND BOTTOM BOTTOMUCHERI)SHALL NHAVE AT PROPERLYHERWISE I ATTACHED 1y • �'�T C DL 7.0 P S F DATE 10127104 RIGID CEILING. "_ • , *IMPORTANT-FURNISH A COPY OF THIS DFSIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NATE OF BC DL 5.0 PSF DRW HCUSR151 04301271 "P Rn0 UCi5. IXC. SHALL NOT BE RESPONSIBLE FOR ANY OE VIATION FRON THIS DESIGN: ANY FAILURE 10 BUILD 1HE A ;y{_�yw� ALPINE RUSS IN CONFORMANCE WITH TPI: OR FAORICAi1N1. HANDLING, SHIPPING, INSIALA NG 8 BRACING OF TRUSSES. n ((��Y' B C L L 1 0.0 P S F HC-ENG R B/A F DFSIGN CONT URMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) ANO TPI. ALPINE .�""� CON Nf CTOR PLATES ARE MADE Of 2O/IB/t6GA (N.HJS/K) ASTM A663Gq ADE 40/6D (N, K/H,S) GAL Y. S1EEL. APPLY '� , '• '�, TOT.L D. 42.0 P S F S E Q N 22736 PIAiES TO FAC FACE OF IRUSS AND, ONLF 55 OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS Ifi OA-Z. ANY INSPECTION OF OF FULLOWED BY (1) SHALL BE PER ANNEX A3 OF IPTI-2002 SEC.3. A SEAL ON THIS , `� Alpine Engineered Products, nC. DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT •��„+„1�, DUR.FAC. 1.25 FROM LR „ _ •1950 Marley Drive OTSIGN SHOWN. FILE SUITABILITY AND USE OF THIS COMPONE NI FOR ANY BUILDING IS THE RE SP ONSIBIL[ITY OF THElines ,T '1 S Hl}�. 7 -fical CO ,ea.r ;za$o BUILD ,+mss+:,:xE ....�,crl ««,.. :, ;; V,--.:! .�. 11F�..,;.:,:, ..,.,.nC n „ ��,n•./'I NG ;4 Q �, UR�r., ..,::...L06��.;, IMIS UWU RHtHAHtU YRUM I.UMNUILK INPUT (LUAU) 5 U1E91,NJIUNS) JUBMIIIIU HY IRU}� MEN. (01012F-PAULS BAY - LOT 32 PARADISE PRESERVE - F1) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.46" DL: 0.17" recommended camber 1/4" 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 0.12 1.38 Truss must be installed as shown with top chord up. BC 120 0.12 3.88 BC 120 1.38 5.38 BC 120 3.88 6.38 BC 120 5.38 7.38 BC 120 6.38 8.88 BC 120 7.38 9.56 BC 120 8.88 11.69 BC 120 9.56 12.38 BC 120 11.69 14.88 BC 120 12.38 17.38 BC 120 14.88 19.88 BC 120 17.38 21.13 BC 120 19.88 21.13 j- 9-9-0 24 9-9-0 15" Typ. 11 W=3X5= 1.5X4(R) 5X5= 1.5X4 =1.5X4(R) = 3X6= 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 3X6= 5X5= 1-0-8 1-0 8 1 4-0 -� 10-1-2 5X7= 5X5= W=3X5= W=3X5= 2X5111 5X5= 5X5= 5X7=- 2 X 5 111 2X5111 5X5= 4X4= 4X4=- 2X5 III X4=2X5111 21-6-0 Over 2 Supports R=1170 W=3.5" R=1170 W=3.5" -16 !i l_i�,� � o� R. . �' ... PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7. 5''���IF1�••'••,y T'iT,6 FL - 3 R Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. (-. �/F �•• �"� T C L L 40.0 P S F R E F R 1 5 1 440 PETER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION). PURL ISHED BY TPI (TRUSS PLATE INSTITUTE, 583 f V • D'ONOFP IO OR., SUI iE 200. MADISON, NI 53719) ANO NTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN k' • y w! • MADISON, NI 53719) To SAFETY PRACTICES PRIOR TO PEPCOPNING THESE fUNCilONS. UNLESS OTHERWISE INDICATED{ Ido.698�� T C D L 10.0 P S F DATE 10127104 TOPIC HORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED( : i. RIGD CEILING. **IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f' TATE OF BC DL 5.0 PSF DRW HCUSR151 04301272 ALPINE PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESIGN: ANY FAILURE TO BUILD THE ' ^�•, B C L L 0.0 P S F HC-ENG R B/A F TRUSS IN CONFORMANCE W[IN TPI: OR FABRICATING, HANDL LNG. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. w DONNE CTORESIGN NPL PLATES SNA PE MADE T IT APPLIOF B70/18/16GAONN,H/S/K) A SiMIA653 GRADE NAO/6SP E0 (WY K/HAT P S) GAO ViPSiEEL. APPLYE I ••�• ,• , TOT.LD. 55.0 PSE SEQN- 22678 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160AZ. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 Of TPI1-2002 SEC.3. A SEAL ON THIS (pine Engineered Products, nC. DRAHING INDICATES ACCEPTANCE OF By ION AI FNO IT IRI RESPONSIBIIIIY SOLELY FOR THE TRUSS COMPONENT OUR.FAC. 1.00 F ROM LR 1950 Marley Drive DESIGN SH ow IHE SUITABILITY AND USE OF T. COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE I !I 1/' "sines C' 33844 BUILD sNER PE -P1 1 s TICt n4 ficate a iza[ionr .,, ,.. _•.: .. , ,»., .. .,t ... I ... 1013 — —trm— rKUM --u, oirui (LvAuJ h v1Plt M31VM3) 3UMPIII Itu 01 IHUJ3 Mr H. (01012F PAULS BAY LOT 32 PARADISE PRESERVE - F2) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 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 0.13 17.00 ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.13 to 100 PLF at 17.25 Deflection meets L/360 live and L/240 total load. BC From 10 PLF at 0.00 to 10 PLF at 17.38 TC 737 LB Coll Load at 14.06 Truss must be installed as shown with top chord up. 15" Typ. I� 3X3= 3X5= 2 X4 111 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X5= 3X3= 3X3= 3X5= 4X4= 1-0-8 1 0 8 1T o 10-1 2 3X5= 3X3= 3X6= 5X5= 2X4111 3X3= 3X5= 3X3= 3X5= 2X4111 3 17-4-8 Over 2 Supports R=231 PLF W=7-0-0 R=1009 W=3.5" 'Oft 0 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04:x0 e' T1fI61. Y!. FL 3 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. -EE = 4 4 J T C L L 40.0 P S F R E F R 15 1 - 441 REFER TO BCSI 1-OJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLTSHE.BY TPI (TRUSS PLATE INSTITUTE• SDI D'ONOFR IO DR.. SUITE 200, MADISON, W1 53 Z 19) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA. 6.100 ENTERPRISE LN, * : Q,696 67 CATID MO PI C HORDN 511ALL1HAYEOPROPERLY ATTAC MED SSiRUCRURALRPANELSlANOTHESEBOTTOMUCHORDNSHAI LNNAVE ATPROPEPLYIATTAC HE D E y : "'T C D L 10.0 P S F DATE 10/27/04 RIGID CEILING. 7[ **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED $Y�ITE OF ; BC DL 5.0 PSF DRW HCUSR151 04301273 PRODUCTS, INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRDM IH IS DESIGN: ANY FAILURE TO BUILD THE WC24, iD¢..�i• _ r B C L L 0.0 P S F H C-ENG R B/A F ALPINE RUSS IH CONFORMANCE NI7l1 TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING b IT OF TRUSSES. DESIGN CONFORMS MITU APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLAT FS ARE MADE BE 20/IB/16GA (N.H/S/K) ASTM A653 GRADE 40/60 (N. K/H.S) GAL V. STEEL. APPLY **� •* ,. T 0 T.L D. 55.0 P S F S E Q N 22682 PI.A", TO EAELI FACE OF TRUSS ANO. UNLESS OTHE RWI5E L.00.ATED ON THIS DESIGN. ROSE;ION PER OR ANINGS 16 OA Z. 1 ine Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY I)) SHALL BE PEP ANNEX AJ OE IPII-2002 SEC.J. N LITE ,A SEAL ON THIS ,�� P 1950 Marley DriveDRAWINCSHONNCipunf ATFSTHECSU/TABILITY ANOTANCE IFUSEIOFATHISGCOMPONENTRFOROAXYBBUILDING ISL THE OPESPONSIBILITYMOFNiHE , I 1' , D U R.FAC. 1.00 FROM L R "ainesG FT 33844 Bu nD •^ ^GxER PE <<•*PI15 'n4 C'nAr n4 0,1 r �r 0 6� ization .x,,, „i .: I H <., IM1S UWG PRLPARLU FRUM LUMPUI LEE INPUT (LUAUS 5 UIMENSIONS) SUBMI ITEO BY TRUSS MFR. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F3) 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 0.13 3.13 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 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. 15" Typ. I I 1.5X4(R) 3X5= 3X3= 1.5X4111 1-4-0 1-0-8 ENT 10-1-2 2X4111 3X3= H5= 3-6-0 Over 2 Supports R=193 R=179 W=3" A R. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04`:0 ••• 6C ••. Wel FL 3 R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. C7 0t REFER TO SCSI I-03 (BUILDING COMPONENT SAF71 ETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTEPB . 503 r i 0 : )A TC LL 40.0 P S F R E F R 151 442 MADISON'OHIR53719)TFOPOSAf ETOY IPRALT IICE 53PRIOR ATO PERFORMING TFESE FUNCTTCA IONS` AMERICA, 55 OT IE RWISE300 1E INDICATED,K • �•59687 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT HAVE A PROPERLY ATTACHED *TATE TC DL 10.O PSF DATE 10/27/04 RIGID CEILING. L.OFBC DL 5.0 PSF DRW HCUSR151 04301274 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (�ALPINE TRUPROSSCIHCONFORMANCELWNOTH BP)NESPONSORLFABRICAOR NINGEVHANDLNNGgOSHIPPINGM THIS ESINSTAILINGYbiBRAC1NGTOFBTPUSSESEP � BC LL0.0 PSF HC ENG RB/AF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFNPA) AND TPI. ALPINCONNECTOR PLATESARE MA OFOF20/IB/16GA (W,"/S/K) ASTM A653 GRADE 00/60 (H. K/H.S) GALV. STEEL. APPLYiT0T.LD. 55.0 PSF SE0N 22685 P1RTES TO EACH LACE OF TRUSS AND, UNLESS OT BERWISF LOC ATEO ON THIS DESIGN, POSITION PER DRAWINGS 16OA-2.AI ine En6Yineered Products, nc. ANY INSPEC,I:ON OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEXAJOF TPI1-2002SF.C.O. ASEAL ON THIS DUR.FAC. 1.00 FROM LR P 1950 Marle Drive DRAWING INDICATES ACC FPTAN C.E OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENT , `)' DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FORAMYBUILDING 1STHE RE SPONS181L1TYOiTHEi''Cate-IaineS �aDU1Lr GNER P TPT I ^ -.;.:...;., C I N :,4.0 ,. Jf�, . 1SH)� Z0 ;, THIS UW6 PREPARED FRUM CUMPUIER INPUT (LUAUS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - 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 32 0.13 2.79 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 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. 15" Typ. 11 3X3= 1.5X4(R) = 3X8= 1-0-8 1T0 �}10-1-2 3X3= 3X6=_6T 2X4111 3-2-0 Over 2 Supports R=161 W=3 W-175 {11 l 11?69o'�.a •��uRR.f�aL°�,. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0j. g••••••IFIC••'•.� `f?1 FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. C" S TC LL 40.0 P S F R E F R151-- 443 REF'R TO Bf 51 l-0] (BUILDINfi CONDO NF Nt SAFETY INFORMATION), PUOL[SHED DY TPI (TRUSS PLATE INSTITUTE, 5B3 r i • t O'GNDFR IO DR.. SUITE 200. MADISON. MI 577 19) ANO WT CA (X000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LNY i •698a� MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC.]ONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED Jam '' D 0.0 P F DATE 10127104 RIGID CEILING. li t BC DL 5.0 PSF DRW HCUSR151 04301275 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '. TA�TC OFHAL ALPINE �RUOSCIN CONFORMANLFLWION "I 131 RESPONS�BRTFnBRICAOR NINGEYHANpONNGROSHIPPINGESINSTALLIXGYBFBRACINGAILURE TOFBURUSSESE P .• BC LL 0.0 P S F HC-ENG R B/A F OF SIGN CONED0.M5 N1 TN APPLICABLE PROY ISJIM S OF NOS (NATIONAL DESIGN SPEC. BY AFMPA) AND TPI. ALP IME _ CONNECTOR IIAIES ARE MADE OF 20/IB/16GA (%D/S/K) ASTM A653 GRADE AO/60 (W. K/H,S) GAL V. STEEL. APPLY TOT.L D. 55.0 P S F S E 0 N 22688 PIATES 10 FAC"FACE OE TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED NY (I) SO BE PER ANNEX A3 OF TPITIYO SEL.]. A SEAL ON TUIS D U R.FAC. 1.00 F R 0 M L R (pine Engineered Products, ❑C. DRAWING INDICATES ACCEPTANCE OF PPOFE SSION AL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRI/5S COMPONENT I ,, �., 1950 Marley Drive DESIGN SIIOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESP0N5181L TTY OF THE •ti:Nfcate w,.se*PSLiz3a81orSYa'., BDIL 0.i4ryi.::.1 GNEa ,III 1 ,<.�,__ ,.:._;:. ..H.: ...xr:,: ,,„..,u -Oc "4 C I N .0 1 S .. d ,. .. _ 4 HL, :.�ZO THIS UWG PREPARED TRUM LUMPUILR 1NPU1 (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MrR. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F5) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 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 13.71 ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.13 to 100 PLF at 13.83 Deflection meets L/360 live and L/240 total load. BC From 10 PLF at 0.00 to 10 PLF at 13.96 TC 737 LB Conc. Load at 10.69 Truss must be installed as shown with top chord up. 15" Typ. 3X3 3X5= 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X3= 3X5= 3X3=- 1-0-8 X3=1-0-8 1-0-8 14-0 10-1-2 J- 3 X 3 3X3= 3X3= 2X4111 3X3= 3X5= 3X3= 3X3= 3X5= 2X4111 13-11-8 Over 2 Supports R=179 PLF W=9-3-0 R=588 W=3" alt R. � to PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04:0 '•:y 1f;i1 FL 3 R Scale —WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. C_ :� A�•� ,.-, T C L L 4 0.0 P S F R E F R 1 5 1 444 FEE FR TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISIICO BY TPI (TRUSS PLATE INSTITUTE, 583 E D'ONDFR IO DR., SUITE 200, MADISON, WI 53719) ANO NT[A (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, • • MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TIIESE FUNf,TIONS. ONLESS DTIIERNIS, INOICAiED,� * : N Q•5 687 •�. TC DL 10.0 P S F DATE 10127104 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C /� BC DL 5.0 PSF DRW HCUSR151 04301276 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I'. TOF ALPINE PRODUCTS, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 0.0 P S F HC-ENG R B/A F IB USS IN INC.C.ONFORMAMCF NI TH TPI; OR FABRI[AT ING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. . �OR1aP DESIGN f,ONf ORMS WITH AP PL ICABLF PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND 1P1. ALPINE •• CONNECTOR FLAILS ARE NADE O{ 20/18/16GA (H.II/S/K) ASTM A65J GRADE 40/60 (W. K/H,S) r.AIV. STEEL. APPLY ••••••• • TOT.L D. 55.0 P S F S E Q N 22691 PLATES TD EACII FACE. OF TRUSS AND. UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION PFR DRAWINGS 160A-7. t 1.S Alpine Engineered Products, nC. DRAWIMGPINO;OWTES PACE.FP11'TANCEOOFDPHOFESSIONAL11 LENGINEERI11 NCiERESPONSIBILITYOOSOLELY3FOR THE TRUSSACONPONENi , I ,` D U R.FAC. 1.0 0 FROM L R 1950 Marley Drive DESIGN SHOWN. TIIE SUITAB II ITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE 'LL, IB[LI TY OF THE n C t 11 8 9 4 1 + , -aines -" 33844 Bun GNrR P 'PI I S 7 A '�ficale YY4fl°u;Za11 n " �-�. .w .,. �R -- �IN -4.OL J ISH q, i III1, UWLI PHI,PAKLU EHUM LUMPUItH INV U1 (LUAU) IS UIMt NJIUNtI) SUBMI IIEU BY IHU55 MFH. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F6) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 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) ENO(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 13.71 Truss must be installed as shown with top chord up. 15" Typ. 3X3= 1.5X4(R) = 3X3= 3X3= 3X3= 3X3= 3X3= 1.5X4(R) 1.5X4111 T 1 0-8 1-0-8 1-4-0 WN 10-1-2 3X3= 3X3= 3X3= 3X3- 2X4 III =2X4111 3X3= 3X5=- 9-1-4 X5=9-1-4 J 13-11-8 Over 3 Supports R=444 W=3.5" R=903 W=3.5" R=236 W=3" `,, 1111 1 t.iCcry��. �lVR Re RjaIF PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.01 c ►FSC 1`�i1 FL -/3/-/-/R/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. .r i �- T C L L 40.0 P S F REF R 15 1 445 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 C • = LA D'DNDFRI0 DR., SUI/E 200. MAY W! 53719) ANU NTCA (WOOD 7RUS5 COUNCIL OF AMERICA, 6300 ENTERPRISE LN.X Q 5'9687 MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PER THESE FUNCTIONS. UNLESS OTHERWISE IXDICAIFO,� '- T C D L 1 0.0 P S F DATE 10127104 TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED. RIGID CEILING. I, *ISIT141TEOP • BC DL 5.0 PSF DRW HCUSR151 043012»IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,PRODUCTS, INC. SNALL NGI BE RESPONSIBLE FDP ANY DEVIATION FROMTHIS RESIGN; ANY FAILURE TO BUILD THE •nALPINE 'RUBSIf,ONOPMANCEWITH IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF 1RUSSES. ' •••• BC LL 0.0 PSF HC-ENG RB/AF DESIGH COWL ORNS WITH AP PL ICARLE PROVISIONS OF NDS (NAT IONAI. pFSIGN SPEC, BY AFFPA) AND TPI. ALPINECONNCTR PlA1ES ARE NAVE OF 20/10/16GA (W,N/S/K) ASTM A65J GRADE 40/60 (WK/f1,5) f,ALV. STEEL. APPLY , TOT.LD. 55.0 PSF SE0N 22694 PLATES IO FAC11 FACE OF TRUSS AND, UNLESS OTNERMI SELOCATED ON TMS DESIGN. POSITION PER OR AWINC,S 16OAANY INSPECTION OF PLATES FOLOWED BY (f) SHALL BE PER ANNEXA7OF It'll 6UI SEC.3. A SEAL ONAlpine Engineered Products, nC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELY FOR IQ[ TRUSS COMPONFNT1DUR.FAC. 1.00 FROM LR 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS COMPONENT FOR AMYBUILD/XGISTHFRESPONSIBILIIY OF THE"aures 33844 NDu - —rnRR P `PI 1 s ificate ,.�:; n D r .� - ,.,.,,. .- 1.�.�:..;:. = ... .. 1N X4.0 _ iPt ... .ISH .. ;_Z 06 5.. INIJ UWU FRI,PAKED FKUM L.UMPUItK INPU I (LUAU) 3 UI MLNS ION Sf JUDMIIIETT BY IRUyS MF K. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F7) 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 80 0.25 6.96 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 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. 15" Typ 1 � 3X5= 3X3= 3X3= 3X3= T 1.5X4(R) 1 4-0 1-0-8 10-1-2 —� 2X4111 3X3= 3X3= 2X4111 3X3= I< --7-2-8 Over 2 Supports —� R=397 R=384 W=3.5" I ��It It. ��•• •.��ay` �''�1 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04x"0 •. FL - 3 - - R - Scale =.375" Ft. ­WARNING­ TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. C —IVA_N, TC LL 40.0 P S F R E F R151-- 446 REFER TO ACSS t-03 (AU IL DING COMPONENT SAFETY IN ORMAS ION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 .r : 0 D'ON OFRIO DR., SUITE 200. MADISON. NI SAF D-0 AND NICA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. f -� MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE 0.4 * : No,5 Q S7 �1.T C D L 10.0 P S F DATE 10127104 TOP CHOFD SHALL HAVE PROPERLY ATTACHED STRUCTUFAL PANELS ANO BOTTOM CHURD SHALL HAVE A PROPERLY ATTACHED C • .'j RIGID CEILING, r J BC DL 5.0 PSF DRW liCUSR151 04301278 --IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1t /!TG OF N •Y PRODUC fS. INC. SHALL NOT BE RESPONSI81E FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIUS SELD THE B C L L 0.0 P S F N C-ENG RB/AF ALPINE DESIf.NINONOOFMSNIORMWIiH APPWf HICABLE PROV�SIONSROiANDSG(NATIONALGDESIGNPSREC,IBYTAFAPA) ANORTPING OF TRALPINE LORIDP CDNMECI0 PLATES ARE MADE Of 20118116GA (W,H/S/X) ASTM A553 GRADE 40160 (W. X/M,S) GALY. STEEL. APPLY • ..... T O T LD. 55.0 P S F S E Q N- 22697 PLATES TO EACH FACE OF TRUSS AND. UNLESS UTIIERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. •• 71pineEngin eetedProducts, nC. ANYINSPETUNOFREALES FOLLOWED BY (1) SHALL BE PEP ANNEX A7 OF TP I12002CA SEAL ON1NISBRAWING INDICATES ACf,EPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • DDR FAC. 1.00 FROM L R _ 11)50 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 7C t I y��+ + aines 33844 AuII r,NiR Ps�.c�..:,PI T 5�>;r�..s:x.. a�a�.,.:.t .a:.. a.:v';x... w,.;„: I N('Lz 4.0 JR .,,: :w1SH ,�,....�: Z06 ,.:,; '�'if'icate "Y.i^^iza io IMIS UWG PHEPAHED EHUM CUMPUIEH INPUT (LUAUS 5 DIMENSIONS) SUBMII IED BY TRUSS MFR. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F8) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.41" DL: 0.16" recommended camber 1/4" 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 0.25 1.50 Truss must be installed as shown with top chord up. BC 120 0.25 4.00 BC 120 1.50 4.88 HANGER = SIMPSON'S THA422 BC 120 4.00 6.50 FILL ALL NAIL HOLES. BC 120 4.88 6.88 BC 120 6.50 9.06 NOTE: BC 120 6.88 11.81 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE BC 120 9.06 14.38 LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT BC 120 11.81 16.88 CATALOG FOR PROPER APPLICATIONS. BC 120 14.38 19.38 BC 120 16.88 20.63 BC 120 19.38 20.63 27"� J _I 9-3-12 _ 9-3-12 15" Typ. I- W=3X5= 5X7= 3X6= 3X5= 3X3= 4X4111 4X4111 3X3= 3X5= 3X6= 5X5= 1-4-0 1.5X4(R)= T 1 0-8 10-1-2 2X5111 5X7= 5X5= 4X4= 5X7= 5X7= 4X4= 5X5= 5X7= 2X5111 W=3X5= W=3X5= 20-10-8 Over 2 Supports �I R=1148 R=1136 W=3" �-IIIIft;TC . R:��d " PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04. r • • •'•.y 7P 7 FL 3 R - Scale =.312511 Ft. -WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. C • T C L L 40.0 P S F R E F R151- 447 REFER TO BCSI I-03 {BUILDING COMPONENT SAFETY (NF ORMATION). PUDLISIIED BY TPI (TRUSS PLATE 1NSIITUTE, 563' 4� �• -i O'DNU IR IO DR.. SUITE 20U. MAOISDN. NI ""11 ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE % • �' HOPI CHORDON N SMALL HAYED PROPERLY Af TACHEDS SIIRUCRt URALPPANELSIANOTBOTTOEIUCHOROO SHALLHHAVE AT PROPE RLYIHERNISE I ADT T ACHE D� .59"' 98 8T TC OL 10.0 PSF DATE 10/27/04 RIGID CEILING. . • �. L i BC OL 5.0 PSF DRW HCUSR151 04301279 -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTAILATION CONTRACTOR. ALPINE ENGINEERED; A 1{T!'_' t ALPINE PROOUfTS. INf. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IN]$DESIGN: ANY FAILURE TO BUILD THE , /{1 G ` B C L L 0.Q P S F H C-ENG RB/AF TRUSS IN CONFORMANCE WE IN IP1: OR FABRICATING. HANDLING. 5HIPP ING, INSTALL TNG 8 BRACING OF TRUSSES.USSE S. " • _ OF51GN CUNr OR MS NI IN APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPEC. BY ArAPA) AND TPI. ALPINE CONNECTOR PLAYS ARE MAGE of 20JI6 J16GA (N.HjSJK) ASTM A653 GRADE 40(60 (W, K/H.ST GALV. 11EEL. APPLY �' , �� TOT LD 55.0 P S F S E Q N- 22701 PLATES 10 EACH FACE Or TRUSS AND. UNLESS OTHERNISE LOCA IfO ON THIS DESIGN, POSITION PER ORANINGS T60A-I. t Ine En meered Products nc. ANY INSPLCIIDN OF PLA LES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF tP 11-2002 SEC.3. A SEA L ON IRIS P S DPnNINf. INDICATES ACCIPTANCE OF PROFESSIONAL ENGINEER INf.RESPONSIBITITY SOLELY TOR THE TRUSS COMPONENT ,f �, D U R.FAC. 1.0 0 FROM L R 1950 Marley Drive DESIGN SHAWN, THE 50ITABILI TY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE -aines .33844 DDu GNER P PI I S Ict .� IN 4.0'� 1SH Z06 .ificate .Ization �' IHIJ LINT, FIR tPAN LU LKUM 1,UMPUILK INV UI (LUAUS & UIMEN JIUN]) JUHM111tU tlY INUSJ MEN. (D1012F-PAULS BAY - LOT 32 PARADISE PRESERVE F9 2- PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 7" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1,00) WEBS : 1 ROW @ 4" o.c. TC From 375 PLF at 0.00 to 375 PLF at 11.54 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 10 PLF at 0.00 to 10 PLF at 11.54 IN EACH ROW TO AVOID SPLITTING. 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 0.15 11.69 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. HANGER= SIMPSON'S HGUS28-2 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X6= 1.5X4111 3X5= 3X6= 24-0 \ 240 9-1 2 1.5X4111 5XB= 3X6= 1.5X4111 R=2222 R=2222 W=2.75" < - 11-6-8 Over 2 Supports BPI _1 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04°r ��•.�....��� 'Y'31 FL 3 R Scale =.375" Ft. —WARNING` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. C. •� T C L L 4 0.0 P S F R E F R 1 5 1 44 8 REFER TO BCS( 1-D3 (BUILDING COMPONENT SAf ELY INFORMATION). PUBLISHED BY TP1 IT USS PLATE INSTITUTE, 5R3 'r =•4 ,� D'ONO1110 OR.. SUITE 200. MADISON. HI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN.C. ! MADISON, NI 57719).EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNf,71nN5. UNLESS OTHERWISE INDICATED. Q��9V1�� ;�' -L. T C D L 1 0.0 P S F DATE 10/27/04 IOP rHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND HOTTOM CHORD SHALL HAVE A PROPERLY AT AC NED RIGID CEILING. i :J BC DL 5.0 PSF DRW HCUSR151 04301280 —IMPORTANT"'FUR NI SII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L: • OF * 11 ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE y��}y�� BC LL 0.0 P S F HC-ENG RB/AF TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. ••� 111�V" ••�i - DESIGN CONFORMS WITH APPLICABLE IB/I6 CA IN OF NDS (NATIONAL OE SIGN SPEC. BY AEBPA) AND TPI. ALPINE J. •�••• ,, ' T 0 T L D 55.0 P S F S E 0 N 22722 CONNf CiDA PLATE ARE MAGE OF 20/IBj16GA jW.NjS/K) ASiM A653 GRADE 40(60 IN. K(H.S) GAL V. 111"L. APPLY PI-AIES TO FACE FACE Of TRUSS AND, UN TE SS TITHE RWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. �, • 7AIpiine En ineered Products, nc. ANY INSPECTION OF PLA IES FOLLOHEO BY (I) SHALL BE PER ANNEX A3 TF TPiI-2002 SEC.7. R THE A SFAL ONIVIS 41950 Marley Drive Ot511GMCSHUNNf.ATFSIHECPIA111 01 SUITABILITY ANDFUSEIBE THISONAL GCOMPONENTINEERING RFOROANYN StHOUILOINGILIT OISLTHEORESPONSIB/LITYMPOF THE ^ ,' `'`,• D U R.FAC. 1.00 F ROM L R '�llcat� -;:.BuuO�-,.;.xFR PE .,.a..�.a.�PI I s :�fi., �.,;, ,. �,.;: X: w=: Ct ';s.:.:,. „A...n ING 4.4' u..�..�.>....: SRL .,, jSH �.:206�..���,.;� IITIJ UWb PHtVAR tU CHUM I.UMPUILK 1NPU1 (LUAU) 8 UIMEN SIUNS) SUUMIIIEU HY IRUJS MFR. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F10) Top chord 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 BC 120 0.00 11.54 Deflection meets L/360 live and L1240 total load." Truss must be installed as shown with top chord up. HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5= 1.5X4111 3X5= 3X5= T 2-4-0 2-4-0 ul 912 1.5X4 III 3X8= 3X5= 1.5X4 III 11-6-8 Over 2 Supports �I R=635 R=635 W=2.75" PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04.. 4iF1•��'•y LT FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. (. 3 RCF ER TO5-03 (....DING CGMPONENT SAf ETY INF ORMAiION), PUBLISHED BY iPl (TRUSS PI.ATF INS77TUlE, 587 r 4 TC LL 40.0 PSF REF R151 449 G'DHG THIO DR., SUITE 200, MADISON, WI 53719) AND RICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, (,' "J MADISON, WE 537 19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ( .919687 * rt.TC DL 10.0 PSF DATE 10127104 TTP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ( • ; ,:J RIGID CEILING. J TAT OF BC OL 5.0 PSF DRW HCUSR151 04301281 IMPORTANT—EDRHISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' ALPINE *PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B C L L 0.0 P S F H C-ENG RB/AF TRUSS IN CONFORMANCE NIIII IPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. , `***' OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. ALrINE CONNECTOR PLATES ARE MADE OF 20/18116GA (%E1jS/K) ASTM A653 GRADE 00(60 (W, K(H.S) GALV. STEEL. APPLY •. TOT.1-0. 5 5.0 P S F S E Q N 22727 PI AITS TO EACH fACE OF IRUSS AND, UNLESS O"" WISE LOCATED ON TATS DESIGN, POSITION PER DRAWINGS 16OA 2. 71p. En ineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL HE PER ANNEX A3 OF IPI1-2002 SEC.,'. A SEAL ONTHIS 1950 Marley Drive UE SIGN'STOWNCATESTHEFCFPTARCF OF SO11ADILIII AND USEIONAI ENGINEERING 01 1Of5 COME0MENIRFORONSIBIJ III ANI DOILIING 15LTHE0RESPONSR IMF IBILITUSS YMOONTNF ♦ +�n4/1111` DUR.FAC. 1.00 FROM LR 'ainesC' 33844 HurtO - sxER Pr ...rl I s - .. .H.:,: OCt 'x}.. ,.. - . ' -- " I N G L.0 J R . et'ficate cation ' >� - In IL UWb rKtrAKtU r—1 —1 U`UILN II-VI (LUAUS a U11-1UNUj JUbML,IW tlT IHUJJ MLX. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE Ell 3- PLY) Top chord 2x6 SP #2 N 3 COMPLETE TRUSSES REQUIRED — Bot chord 2x8 SP #1 Webs 2x4 SP #3 :W2, W8 2x4 SP #1 Dense: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 4" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 3" o.c. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : i ROW @ 4" o.c. TC From 540 PLF at 0.00 to 540 PLF at 14.94 REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BC From 481 PLF at 0.00 to 481 PLF at 13.00 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BC From 161 PLF at 13.00 to 161 PLF at 14.94 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 2222 LB Conc. Load at 14.21 EITHER THE TOP OR BOTTOM CHORDS. 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 -0.13 14.81 Truss must be installed as shown with top chord up. HANGER = SIMPSON'S HHUS5.50/10 The TC of this truss shall be braced with attached spans at 24" FILL ALL NAIL HOLES. OC in lieu of structural sheathing. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X8= 3X5= 1.5X4111 3X5= 5X8= T 2-4-0 2-4-0 W2 W8 9-1-2 3X3111 5X8= 3X8= 5X8= 3X3111 14-11-4 Over 2 Supports R=7694 R-9159 {11 r R • 41 E PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.044`.0, SVU-1c•• •• 'ay SFU FL 3 R - Scale =.375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. C. ; T C L L 40.0 P S F R E F R 1 5 1 - 450 REFER FO RCSI 103 (BUILDING CONPONF NT SAFE 7Y INF ORMATLONJ, PUBLISHED BY TPI (TP USS PLAiE INSTITUTE, 583 'r 4 • '-L D'OHOFRIO OR., SUI IF 2U0. MADISON. WI 53719) AND WTCA (WOOD FRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.X.F. • • HAD[SDN, NI 53719) FOR SnFEiY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. IINLE55 OTHERWISE IND7CATF.D.7 a 698a'T ;�' -L. TC DL 10.0 P S F DATE 10127104 FOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED C RIGID CEILING. I r BC DL 5.0 PSF DRW HCUSR151 04301001 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S TATE OF ALPINE PRODUCES, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FR THIS DESIGN; ANY FAILURE TO BUILD TBE B C L L 0.0 PSF H C-ENG RB/AF FRUSS IN CUNFOR MANCE WII" TPI: OR FAR'IC A TING. HANDLING. SHIPPING, INSTALLING b BRACING OF IROS SE S. ^A.��• Of SIGN CONFORMS NiTfl APPL ICARLE OR OF NOS (XAt10NAL OE SIGN SPEC, BY Af bPA) AND IPI. ALPINE ID CONNECTOR PtAFES ARE HAOF. OF 70)18/16GA (W.HISCK) &SIM A653 GRADE 40/60 {W, K/H.5) GAL). STEEL. APPLY • "��• TOT.L D 55.0 P S F S E Q N 22744 PLATES 10 EACH FACE OF TRIISS AND. UNLC 55 OTHERWISE LDEATED ON THI5 HIS GN, POSITION PER DRAWINGS 160A 7. , • ••• ,�Alpine Engineered Products, nc. ANY INSPECIIOH OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPII-7007 SEC.3. A SEAL ON THIS , P g DRAWING INDICATES AfCFPTANCE Of PROrF551DNAL ENGINEERING NISPONS181LITY SOLELY FOR THE 1RU35 COMPONENT +` D U R.FAC. 1.00 FROM LR 1950 Marley Drive DESIGN SHOWN. THE SU1FA91i 1FY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE 'E SPONSIBIL IIY OF THE '' ', -- esC' 13844 Buu DI! -NFR Pe - -�1 I sE 2 i �ING � ",� 0' JRA C#tt�Ficate o .n:c^;>,atlon ,-.,.. 44ve]•<e,s uw.G: a,... �+z�A„r._. �.�.�.. ��' a;-:.. IML UWU PHLFARLU tKOM L.UMPUILR INPUT (LUAU) 6 01MLN�,1 W,) �,UMMLIILU tlY IRUJJ MIR (01012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F12 4- PLY) Top chord 2x4 SP ##2 N 4 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP ##1 Dense DO NOT APPLY SCREWS Webs 2x4 SP ##3 :W2, W10 2x4 SP ##2 N: SDS SCREW SCHEDULE: (1/4"x6") THROUGH CONNECTOR PLATES. :W5 2x8 SP ##2 N: TOP CHORD: 2X4 1 ROW @ 8" o.c. BOT CHORD: 2X8 2 ROWS @ 25" o.c., STAGGERED 12.5" SPECIAL LOADS WEBS: 2X4 1 ROW @ 6" o.c. -- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS: 2X8 2 ROWS @ 12" o.c., STAGGERED 6" TC From 100 PLF at -2.16 to 100 PLF at 3.50 SDS SCREWS SHALL BE DRIVEN TO THE SAME SIDE OF THE GIRDER TC From 615 PLF at 3.50 to 615 PLF at 8.33 THAT SUPPORTED SPANS ARE ATTACHED. REFER TO SIMPSON STRONG-TIE TC From 100 PLF at 8.33 to 100 PLF at 19.94 TECHNICAL LITERATURE FOR MORE INSTALLATION REQUIREMENTS. BC From 10 PLF at 0.00 to 10 PLF at 19.94 BC 47694 LB Conc. Load at 8.19 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 0.29 19.94 ** The maximum concentrated load is 7694## ** + APPLY (2) ROWS OF SIMPSON'S 1/4" X 6" SCREWS 8" OC STAGEERED TO OPPOSITE FACE OF CONC. LOAD. MINIMUM (10) SCREWS REQUIRED TO OPPOSITE FACE OF TRUSS WITHOUT SPLITTING LUMBER. 5X9= 3X6= 2X4111 5X8= 1.5X4111 5X7= 8 W5 T 2 4-0 W2 +9-1-2 3 X 8(A1) = 1.5X4111 5X7= 6X12= 1.5X4111 5X12= 1.5 4111 '�5�A 7696# �-2-0-0-� I 2-11-5 I 16-11-15 J 19-11-4 Over 2 Supports j R=7713 W=3.5" R=4871 W=2.75" -11{1It:IC .1` ``R R.F 0 ., PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.OZ7. ` IFfC��••. V<" FL/-/31-/-/R/- Scale *R WAR NTIO BCSI TRUSSES)3 (BU1L0D1NG COMP PON FBI AS nF ESY FABRICATION, MAT 100 N).HP PUBLISHED BY SHIPPING. NSTR USS INSTALLING ATE GTN6 it BUif')1503 rt •. (,l ;•V 0'16 TC LL 40.0 PSF REF R151 451 D.GNDFRIO DR.. SUI IE 200. MAD ISO N. NI 53719) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,E • • MADISON. WI 57719) FOR SAFETY IRACTTf,ES PRIOR TO PEBFORMINC. THESE FUNCTIONS. IINI.ESS OTHERWISE INDICATED, �.696 d7 S '` TC D L 10.0 P S F DATE 10/27/04 FOP CNORtl SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND DO iTOM CHORD SHALL HAVE A PROPERLY ATTACHED y RIGID CEILING. X S 1 **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 37 E OF BC DL 5.0 PSF DRW HCUSR151 04301297 ALPINE PROOUCTS, INC. SHALL NUT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AHY FAILURE TO BUILD THE F FRt •:•• BC LL 0.0 P S F HC-ENG RB/AF TRUSS IN CONE LIR MANCE LATIN TPI: OR FABRICATING, NA NOLINf,, SIII PPING. INSTALLING E BRACING OF IAUSSE S. DESIGN CONFORMS WI 11 APPI KALIF PROVISIONS OF NOS (NATIONAL DES TOM SPEC. BY AF EPA) AND TPI. ALPINE _ _ CONNECTOR PLATES ARE HARE OF 20)19/7fiGA (W,NJS/N) ASTM A6 SD GRADE A0/6D IN. N/M.S) GAL V. STEEL. APPLY • • • �, TOT L D. 55.0 P S F S E O N 18194 R E V PIATES TO EACH FACE OF TRUSS AND, UNLESS OTHIRWISF LOCATED ON THIS OFSIGN, POSITION PER DAANIA GS I'll" t -- lnine En meered Products, TIE ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEM A7 OF 1P11-2002 SE C.3. A SF AL ON IHIG t' DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RFSPONSIOIIITY SOLEIY i0fl TIIE TRUSS COMPONENT ,+t'1,', OUR FAC. 1 0 0 FROM LR 1950 Marley Drive OE SI GN SHOWN. IHE SNITAFT ILIIY AN0 USE Of IDIS COMPONENT FON ANY BUILDING IS THE RESPONSIBILITY OF THE _ (` iiF1eE(' 23$44 B111LO 'MFR PF I I SE Ct 2 ,,i, �R 1SH Z 0 6 n - . 6cate ti nwF .. � I G �. �.. ,, w�.a, IHLS UWU PREPARED CHUM (.UMPUItR 1NVU1 (LUAUS 5 UIMLNS1UNS) SUBMII[ED BY TRUSS MER, (01012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - F13) Top chord 2x4 SP #2 N :T2 2x6 SP #2 N: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 BC 120 0.15 19.79 SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at -2.16 to 100 PLF at 19.94 BC From 10 PLF at 0.00 to 10 PLF at 19.94 TC 1064 LB Conc. Load at 3.50 8X8= 3X5= 1.5X4111 3X5= 5X8= g r— T2 UT 2 4-0 9-1-2 1.5X4111 3X5= 3X8= 5X8= 1.5X4111 5 X 5 (A2) L--2-0-0-j I 2-11-5 I 16-11-15 J 19-11-4 Over 2 Supports _I R-2225 W=3.5" R-1240 14-2.75" PLT TYP. Wave TPI Design Crit: TPI 1995 STD 7.04. �' t i2 FL 3 R - Scale =.312511 Ft. "WARNING** TRUSSES PEOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. / ��• TC LL 40.0 P S F REF 8 15 1 452 BITER 10 BC S7 1-03 (BUILDING COMPONENT SAFETY INF ORriAT ION). PUBLISHED BY TPI (TRUSS PLAT[ INSTL7UTE, 503'r : D'ONOFR I0 DR– SUITE 200. MADISON, WI 537191 AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,E. � MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, 69657 l t. TC DL 10.0 P S F DATE 10/27/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( • RIGID CF IL ING. ' BC DL 5.0 PSF DRW RcusR151 04301282 **IMPORTANT**F ORTAMC*•IlISH NOTA BE RESPONSIBLPY Of THISE FDR SAN TO THE DEVIAIIONTF R OMi IHIS`DE SI GNiOR ANY FAILURALPETO BUINDERED THE ''• • TATO OF ALPINE RU55 IN GONFDRMANCF WITH iPl; OR FABRICATING,, HANDLING. $HIPPING, INSTALLING 6 BRACING OF TRUSSES. 10� BC LL 0.0 P S F HC-ENG RB/AF DESIGN CONFOR115 NIiO APPLICABLE PRDVISTONS OT NOS (NATIONAL DESIGN SPEC, 9Y AFAPA) AND TPI. ALPINE , CONNECIOR PLATES ARE MAUEUF.2A!]e/16G.A (W,H/S/N) ASTM A653 GRADE 40/60 (W, kjN,S) GAL Y. SIEEL. APPLY ..• •• '�� T 0 T.L D. 5 5.0 P S F S E 0 N 22763 PLAITS TO EACH LACE OF IR USS ANO. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER OBANIH.1 160A-Z. � •.. A ON THIS n ANY INSPECTION OF PLACES FOLLOWED 0Y (I) SHALL RE PER ANNEX A3 OF BFRIILT TY002 SEC-3. A SEAL I , (pine Engineered IYTOdllCt$, nC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNfiINEERINf,RESPONSIBILITY SOLELY FOR THF iR11S5 COMPONENT ,` D U R.FAC 1.00 FR0M L R 1950 Marley Drive DESIGN SHOWN. LUC SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE '���'1, DU'— 'HER PF '1 1 SE inesCl 3844 t a tt,,,-J, ("1L1 Z06 Re �c L. y k,K ,.,.�:: P�Y.9g< n -zi'titiicat t1'r"F(9}}`anon 3 `:. ., ,t.,>.�,. .,,�.sW....; ��m.��... ..�'a,�_. «,-,._,._. ....�,.,;", �;..a„ t:�-I N G • x-:m... t]R �t=.„>k- .. I H I S DWG PREPARE CHUM COMPUIER INPU I (LUAUS 8 UIMEN SIONS) SUIJMIIIELF UY IRUSS MFR. (D1012F-PAULS BAY -- LOT 32 PARADISE PRESERVE - KW1) 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 120 0.13 21.13 SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 225 PLF at 0.13 to 225 PLF at 21.38 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 21.50 Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= 1.5X4(R) 1.5X4(R) = W=3X5= 3X3= 7- 3 7— 1 4 0 1 0-8 1-0-8 +10 1-2 - 2X4111 3X3= W=3X5= 3X3 2X4111 21-6-0 Over Continuous Support R=232 PLF W=21-6-0 Note: All Plates Are 1.5X4 Except As Shown. •�� �'` ; PLT TVP. Wave TPI Design Crit: TPI 1995 STD 7.0 11 •' F ••. T �1 /FAL 3 R - Scale —WARNING— TRUSSES REOUIRE EMIREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING �- •/_ T j T C L L 40.0 P S F R E F R 1 5 1 453 RfifA 10 ACS1 1-D3 (BUILDING.COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583{ : 4 �� 'L. DAM NO TO DR.. SUITE 200• MAOI SON. NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LNE MADISON, WI 53779) FOR SAFETY PRACTICES PR To 70 PEPrORMING THESE FUNCTIONS. UNLESS OLOCRNISE IN CA C04 o:,59687 * �� T C D L 10.0 P S F DATE 10127104 IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE . y RIGID CEILING. ! {- I T BC DL 5.0 PSF DRW UCUSR151 04301283 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE IN57ALLATION CONTRACTOR. ALPINE ENGINEERED= TA1 OF PRODUCTS. ALPINE PRODUCTS. INC.. SIIALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE TO BUILD THE B C L L O.Q P S F HC-ENG R B/A F TRUSS IN CONFORMAH CF. WI 111 TPI; OR FABRIC A CIN G,. HANDL TNG. SIIIPpING, !NST ALLINf,F BRACING OF TRUSSES. A."��• DESIGN CONFORMS W1111 APPL!CAA LF PROVISIONS OF NDS (NATIONAL DESIGN SPF f., RY AFAPA) AND TPI. ALPINE •• i1� CONNECTOR PLATES ARE MADE OF 20{IB(}6GA iW,H/SjV) ASTM A653 GR 0.0E 40160 (W, K/11,5) GAL V. STEEL. APPLY J •• TOT.L D. 55.0 P S F S E Q N 49550 PLATES TO EAC It FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. JJ • • `� 1 ine En ineered Products, nc. ANY INS PECIION OF PLATES FOLLOWED BY (I) SHATI BE PER ANNE% A3 OF TP11 2002 SEC.3. A SEAL ON IRIS I) g URANING IN0ICA7FS Af,CFPTANf,E OF VROFFSSIDNAI ENGINEERING RF SPDNSIBILIlY SOLELY FOR THE TRUSS COMPONENT , ,,, OUR.FAC. 1.00 FROM L R 1950 Marley Drive DF SIGN SHOWN to SUIT ILIIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE +�10 :Lines C' 11144 BUnO ,a FR PE -^( 7 sF - pct 2 e """TNG �.�-.Cf" JR IS Z06 v'6cateax'w'zationva;.- ..,�� .�,,.. :,.�.-): ... ,., . ._- IHIS UWG PREPARED FROM GOMPUIER INPUT (LUAUS 8 DIMENSIONS) SUBMIIIED BY TRUSS MFR. (01012F-PAULS BAY LOT 32 PARADISE PRESERVE - KW2) 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 120 0.25 20.68 SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 225 PLF at 0.13 to 225 PLF at 20.75 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 20.88 Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= 1.5X4(R) 1.5X4(R) = W=3X5= 3X3= 7T 1-0-8 ri 1.0-8 1 4-0 10-1-2 2X4111 2X4111 3X3= W=3X5= 3X3= o-o-B 20-11-0 Over Continuous Support 1 R=232 PLF W=20-11-0 %-Its Note: All Plates Are 1.5X4 Except As Shown. ��• R R. PLT TYP. Wave TPI Desi qn. Crit: TPI-1995(STD) 7.04".0 �v•••� •••'ay fel FL 3 R - Scale =.3125" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, "ANGLING, SHIPPING. INSTALLING AND BRACING. r :� ��•' "--, T C L L 4 0.0 P S F R E F R 1 5 1 454 RE FfR TD CST 1-03 LBUII.DIN,COMPONENT SAFETY INF ORMAT{ON). Pl18LISHEO BY TPI (TRUSS PLATE INSTITUTE. 583 CE. USS CIL ICA. 6300 PRISE IN IN MADiSOXD'ONOFR'OWIR53719)T FOR O SAFETYI PRACTIICES3IS FOR719) A TIO PERFORMING THESE FUNCTIONS` RUNLESS OTHER NI SEEINDICATED,� • • E TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED E O������ T C D L 1 0.D P S F DATE 10127104 RIGID CEILING. ` J BC OL 5.0 PSF DRW HCUSR151 04301284 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED `: sr [pF ALPINE RUPROOSSFIN CONFORMANCFLNIOH NGIRESPON5ORLFABRICA IN GANI EYHANDLINGROSHIPPING, INSTALLINGN THIS DESIGN: Y6FBRAC)NAILOR IGTOFB RUSSESUILD THE ORID BC LL 0_0 P S F HC-ENG RB/AF OF SIGN f.O NFORMS NIIH AP PL ICADLE PROVISIONS OF NO5 (NATIONAL DESIGN SPEC, BY AFNPA) ANO TPI. ALPINE GRID � CONNECTDR PLATES ARE MAGE OF 20)}g/}GGA IW,EL/S/Y.) ASTM AG53 GRADE A0/GO (W. KJH,S) GAEY. SEEEL. APPLY •..• �. T 0 T.LD 55.0 P S F S E Q N 49554 PLATES TO EACH FACE OF TRUSS AND• II"IFSS OTHERW TSE LOCATED ON T1115 DESIGN. POSITION PER ORANINfS 1fiDA-Z. •• • , ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF IPI1-2002 SE C.3. A SEAL ON IH IS , (pine Engineered Products, TIC. DRAWING. INDICATES ACCEPTANCF OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT r p ,,` D U R.FAC. 1.00 FR0M LR 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONS101417Y OF THE n '+#A) 1 "-.roes Ci 1:T =3844 RUllnl •-NrR PF ^1 ) sF C 2 ^" { L.Lnes C L',,. . .� ., s a I G&_^ .,�. >� JRA.__ 1 S a- -n.._ I H I J UWU HHtVAR tU EHVM LUMYUItH 1NVU1 (LUAUS 5 1)1MtMJtVNY ) �UUMIIILET Hr IKu}J MLN. (D1012F-PAULS BAY - LOT 32 PARADISE PRESERVE - J1) Top chord 2x4 SP #2 N 120 mph wind, 9.74 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT 1I, 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) Deflection meets L/360 live and L/240 total load. BC 33 0.17 2.88 8 � R=25 U=180 11-1-6 2-4`-7 JL 9-1-2 R=28 U=180 2X4(Al) L-2-0-0-->j 3-0-0 3-0-0 Over 3 Supports R=320 U=189 W=3.511 `,`-{1111��iCry liit PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7. �•• •1P�C •.y� TY` FLl-/3/-/-/R Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. rC • "� T C L L 20.0 P S F R E F R 1 5 1-- 455 REFER 70 BCSI 1-03 (BUILDING CSON. WI OM PONE NI SAT E TY IOf ORMAT I ON), PUBLISHED BY TPI (TRUSS PL 0.7E INSTITUTE, MA MERICA HApNSON10WIR53719)TFOROSAFETOYIPRAC7ICESTPPIOR71 AND WICA (WOOD TRUSS COUNCIL TO PERFORMING THESE 1191 ONSF RUNLESS O7HERWISEERINOICATEOf i o�b9687 �' �`. TOP CHURO SHALL HAVE PROPERLY AttACW11 STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PRDEEPLY AITACHE� y �_ T C D L 7.0 PSF DATE 10127104 RIGID CEILING. *IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , A7 Of BC DL 5.0 PSF DRW HCUSR151 04301285 '*IMPORTANT** INC. SHALL NOT BE RESPVNSIBLE TOP ANY OEVIAILON FROM THI5 OE SIGN; AN' FAILURE 70 BUILD THE •�• Q , ••��• B C L L 1 00 P S F H C-ENG RB/AF ALPINE RUSS IN CONFORMANCE NI It$ iPf; OR FABRICATING. HANDLING, 5N[PPING, INSTALLING 6 BRACING 0f IR US SE S. III OFSIGN CONE ORMS WITH APDL ICABLF PROVISIONS OF NOS (NATIONAL DF.SIGN SPEC, OY AT SPA) AND TPI. ALPINE CONMECTM PLATES ARE MADE Of 20118/16DA (W.H/S/N) ASTM Ab 53 GRADE 40/60 IN. I((H,S) GALY. STEEL. APPLY �� • �, TOT.L 0. 42.0 PSF S E Q N- 49517 PLATES TO EACU FACE OF TRUSS AMO. IINLE SS 0111ERWISE LOCATED DN THIS DES1611, POSITION PER DRAWINGS 16OA-Z. /' • ,� ANY INSPECT I(1N OF PLATES FOLLOWED BY (T) SHALL BE PER ANNEX A3 OF TPI1-7002 SEC.3. A SEAL ON THIS (pine Engineered Products, nc. ORANING INDICATES ACCCPI4NCE OF PROFFSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TNI IN 55 COMPONEN7 ,1, D U R.FAC, 1.25 FROM L R 1950 Marley Drive DESIGN SHOWN. HE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY Of THE Fines C - :33844 BUILD ..NER PF , , 5 ^ct 2TSH Z06 i L4i5cate r tu'itizationeYm' ^,.'•. ;� �'`,-, ._• "b� -....: ;: o _ .w ...«.., .__ f PAGE 1 Date : 10/25/2004 MANNING BUILDING SUPPLY LOG #: D1012 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PAULS BAY Address : 1484 LOURAL WAY Address : LOT 32 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: LR --- - - - -- - -- -- - ---- - - -- -- - -- -- - --- -- -- - - - -- - - -- - -- -- -- - -- - ---- - - - -- - - -- -- ----- Left I Right Qtyj Span I O.H. I O.H. I Description --- - - --- - - - -- - - --- - - -- -- - -- ------- --- --- -- - - -- - -- -- - - - -- - - --- - - - -- - - -- -- ----- "" 118 ' 12' 10' JA2 118 ' 12 ' IO' JA3 518 ' 12 ' 10' JA4 vp 118 ' 12 ' 10' JB1 4 8'3"8 121 ( 0' B2 36 '3"8 12 ' 10' JB3 v„ 1116 -4-- 0' 101 IC1 2 116-4-- 101 101 ( C2 1116-4-1 101 1 0' JC3 2- PLY 1415" 10' 10' JC4 2- PLY 27 '1"15 10' 10' JC5 118'4" 10' 10' ( C6 2- PLY 218'4" 10' 10' JC7 10 135' 12 ' 12' ID1 1135 ' 1211"9 1211"9 JD2 3135' 12 ' 12' JD3 8 1351 121 12, ID4 112 ' 12 ' 12' JE1 712' 12 ' 12' JE2 IP 1 16 '6" 12 , 121 ( G1 2 11616-- 121 121 JG2 1 16' 6" 101 101 JG3 1 1 21' 6" 121 10, JH1 16 21'6" 12' 10' JH2 1 21'6" 121 101 JH3 121'6" 12' 12' JH4 ** Beams ** 10 2 116 1 1 JBM2 GPLAM 9-1/2" ** Hardware Roof ** 8 J IHUS26 1-ply Truss Hanger 7 I IILSSU210 1 ply Truss Skewable Hanger 2 I I ILSSU410 1 ply WI80 I-Joist Skewable 2 I I IHGUS28-2 2-ply Truss Hanger - --- - - - -- - - --- -- --- - - --- ---- -- - -- --- -- - ---- - ---- - - -- - - - -- - -- -- - - - ------ - - --- -- 72 - Trusses 19 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 2 - # of Beams 0 - # of Rim Board --- ----- -- --- --- -- - - - 72 - Total Trusses �- 24'2" -�- 21'6" -I 24'4" —� 1 ADO PPROVEDNOT UBYOTRUSSEOFFICESES, UNLESS 2. VERIFY ALL SPANS AND AMOUNTS, AS H y J3 TRUSSES WILL BE BUILT IN STRICT RCCORDRNCE WITH THIS LRYOUT RUCE ¢ ¢ 3. NO BRCKCHRP.GES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLRNT MANAGER. N. APPROVED BY N IH G2 o D3 D4 RPPROVRL DATE E2 - o w ^ DEL. DATE BUILDER 70 CONV. FRAME ROOF, VALLEYS AND O_HRNGS AS NEEDED. in BUILDER TO FRRME DOWN CEILINGS " AS NEEDED. BUILDER TO BUILD UP WRLLS TO MATCH TRUSSES AT HIGHER PLT HT. H2 83 N ALL WALLS SHOWN ARE LORD BEARING C5 UNLESS NOTED OTHERWISE. m � 1 B2 C2 — H --._._. B1 L� 9-1-2 WRLL BM2 BTM 18-3-14 'TDP B 11-8-B ® 10-1-2 WALL �- — 8' --}---16'2" —r —21.6.. I 16'4 --I---B —-I ® 21-7-0 WRL L 70' JOB:DID12 BESTCON HOMES MANNING BLDG . SUPPLIES LOC:LOT 32 PARADISE PRESERVE 11155 PHILLIPS PKWRY PH# 268-6225 PLRN:PRULS BAY JRX. FLA. 32256 DESIGNER: LARRY RUCKEL MANNING BUILDING SUPPLY Larry Ruckel 25 Oct 2004 3:27 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version:4.0 Build: 4.0.0.6 Project : D1012.FBD BESTCON HOMES LOT 32 PARADISE PRESET Mark# : BM2 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 8.0", 565 psi 8.0", 565 psi L 3.5", 565 psi t 5'0" 4'8" 5'0" 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.. 14-8" 21'6"s.c.(Slope:8.0/12) - 2 Concentrated(I bs) 2346 1676 125% 0 5'0" 3 Concentrated(I bs) 2647 1891 125% 0 9'8" 4 Partial(plf) 340 243 125% 0 0101, 4-0- 5 '0"5 Partial(plf) 385 275 125% 0 10'0" 14'8" Uniform(plf) 9 0 0 0 14'8" Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 3 4 Max R'n 1810 5744 6403 1924 Min R'n 486 1708 1903 519 DL R'n 551 1708 1903 584 Min Brg(in.) 1.50 3.00 3.24 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1513 3 0'4" 45 7898 125% 0.19 M(ft-lbs) 2119 3 2'11" 42 16603 125% 0.13 LtRn(lbs) 1810 0 0101. 42 6921 100% 0.26 See Note#5 RtRn(lbs) 1924 0 14'8" 42 6921 100% 0.28 See Note#5 IntRn(lbs) 6403 0 9'8" 45 15820 100% 0.40 See Note#5 LLDefl(in.) 0.02 3 2'7" 42 0.17 03241 TLDefl(in.) 0.03 3 2'7" 42 0.25 U2292 USE. GPLAM 2.0E 1.75x 9.50"2 Plies Grade,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 1e 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 114:12 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. Verify that load is applied at top or equally from both sides. 11.Nail plies together with 16d nails @ 12"o/c along top and bottom edges. 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.For explanation of GROUP,change to expanded printout. rw PIP PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOORI ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 1 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)1 0dx1.5 TRUSS Sloped-varies rm G LSSU210 64 995 1205 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - 2)16d To 6)16d SYS 42 w I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 1 4145 1550 22)16d (6)16d SYS 42 Inverted Ent K THA422 UR Min 66 1090 1090 - (6)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (116)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d To 4)10d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 1 3035 1150 18)16d 12 10dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d (112)1 0dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 16 16d (6)1 Od [-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d 2 10dx1.5 I-JOIST Top Mount 2.5" f' R ISUUIR 310 67 1860 2330 765 (14)16d 6 10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18 16d 8 10dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 18 16 (12)1 Odxl.5 1-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d 6 10dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d 20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X IHGUS412 R 75+161 5035 5035 2028 56 16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 (16)16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25112 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short ► UL2 H16 138 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 2)10dx1.5 Tie Down 2 PIv Truss UL4 MTS12 139 - - 1000 7)10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" Pm UL5 HTS20 139 - - 1 1450 12)10dx1.5 12 10dx1.5 Tie Down Twist Strap 20" ' UL6 MSTA36 131 - - 2050 13 10d (13 10d Tie Down Flat Strap36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD526 - - 4685 Threaded Rod Tie Down TS132-24 120 4)10dx1.5 Brace Truss Spacer r ��O �'x':i...i. �..' i,`� �,. ..,i �„ �i.;....i', �.,....s:: _�,. > �.r�,.3: �.r..,:, �'� ��.. ,: •i�:. � ..�r..' � :� �..u_..�::a:' �"..� :. �: y -. �4,. .: ��.ci-_. Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1SHJ151-Z0428094656 Truss Fabricator: Manning Building Supply Job Identification: D1012-PAULS BAY -- LOT 32 PARADISE PRESERVE Truss Count: 26 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995;ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Version 7.04.0805.15. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42 PSF @ 1.25 Duration Y Floor - N/A Wind - 120 MPH ASCE-98 -Partially Enclosed Notes: Sea ate: 10/28/2004 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 Arthur R.Fisher Florida License Number: 59687 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. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: 140GS-140GC GINEERING, INC. 1 00405--A2 04302021 1( 'N KEN OAK BLVD. V'iLLE, FLORIDA 32257 9784. 2 00406--A3 04302022 1 OF AtJTHORIZAT1pN No. 3 Q0407---A4 04302023 1( - J�Av�1N� P�E IZVI DISP OsITION 4 00408--Bl 04302038 10 APPPOVED AS NOTED 5 00409--B2 04302024 10 04' D d 6 00410 -63 04302025 10 / 4 7 APPROVED 7 00411--C1 04302039 10 9 \120-t2t1 8 00412--C2 04302040 10/&/04 DATE 9 00413--C3 2'- PLY 04302041 10/ 8 rut Recotcj: {..Cew6. Na.39476 10 00414--C4 2- PLY 04302026 10/ 11 00415--05 04302042 10/ 12 00416--C6 2- PLY 04302043 10/2§"# T10N;1l*v1*W 0' ' drawings is only 13 00417--C7 04302044 10/2W(,0� f�Jrr�Xt4 �ulllt �l'" d4� 910dolrJ�gAted 14 00418--D1 04302027 10/24VO+r jor'i r'`l 00 r�tii t r d1ivlation 15 00419--D2 04302028 10/281lti er Pf [ �t 1t ti�iiliu ho 0.1 �lk�a a�irha �r�;��ri��t doou- 16 00420--D3 04302045 10/281/041 f�oi � cc�rc+n4ll�ti: � errors or 17 00421--D4 04302030 10/28 18 00422--E1 04302029 10/281M �� �� �kl?� 19 00423--E2 04302031 10/28/041 20 00424--G1 04302032 10/28/04 21 00425--G2 04302033 10/28/04 ': 22 00426--G3 04302034 10/28/04 ; 23 00427--H1 04302035 10/28/041 � 24 00428--H2 04302036 10/28/041 25 00429--H3 04302037 10/28/04 ; 26 00430--H4 04302046 10/28/04 ', "� III III NI IIS��IN Iw (D1012-PAULS BAY LOT 32 PARADISE PRESERVE A2) IHtS U1,16 PRt PARLU IRUM (.UMFUILR INPUT (LUAU) 6 UIMLN�I UNC) �,UDM11 ItU HI IRU» ML 11 Top chord 2x4 SP fl2 N 120 mph wind, 10.41 ft mean hgt, ASCE 7 98, PART. ENC. 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) STARl (FT) END(FT) BC 93 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER - SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4X4= 3X5(R) III LJ 8 � � 3-8-7 9 1-2 3X5= 1.5X4111 2X4(Al) -2-0-0—>J L 5-0-0 _I, 3-0-0 1 — 8-0-0 Over 2 Supports R=490 U=299 W=3.5" R=302 U=261 -�Iti1l;,iy R PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04c�0 a1'-; FL 3 R z Scale =.375" Ft. —WARNING— TPISSLS REOVIRF FYTPFMF CARE IN FARPIFATIDN, HANDLING, SHIPPING, INSIAIIING AND BRACING. C •r_ REV IH IU:SI I-111 (BUILDING COMPONENT SAFELY INFORDAI:ON). PND UHLISIHB BY SS IPI (TRUSS PLATE INSTITUTE, 583 f 4 j S TC L L 20.0 P S F R E F R 15 1 405 FIADNSOIIRIJIR53710)1 FDPDSAF E TDY I PRA CTI CRPR ISE L N. ESS PRIORA TO PE PF OPMING THE REUSE FUNf.110NSF AUNT E55 OTHERPIlI SEE INDICATED, T ` * : o.e98s7 'STC DL 7.0 PSF DATE 10/28/04 lUP CMURO SHALL HAVE PROPERLY AT fAf.HCD SIPUC iURAL PA11F 1.5 AHU BOiIOM C.HONII SIIAI.L HAVE A PRDPC RLY AI TAf.Hf.D PIG IU I'.F II.INO. � I •� • .A -- - — -- T[OF BC DL 5.0 PSF DRW HCUSR151 04302021 **IMPORTANT** T1IPNISH A COPY OF THIS DESIGN TO THF INSTALLATION I.ONTRACIOR. AIPINF FNGINFFRFD `� PROUII i., III'. SIIALI. NOT pE RESPUNSIBIE IOR ANY UFVIAI ION FROM TIIIS DFS If.N; ANY fAIt URE TO BUILD THF '` ALPINE RIISS IN 1 H{ORMAHCF WI TN TPI: 0R IADRICATING. UAN111INfi. 511IPPING, INSTALLING 6 BRACING OF TRUSSES. 1 I•�� P •. B C L L 1 0.0 PSF HC-ENG R B/A F ITT IGIL :ONI RHS 111111 APPLICABLE PROVISIONS OF MUS (NAI IHFIAI DESIGN SPFL, BY AFRPA) AXD TPI. ALPINE �•. LORAD • --- ------------- ---- INNFC11rR PL\IIS APE MADE O1 10718/I6GA IH.R7S/K) ,1SIM A6 3 (iRABE A0%GI1 (H. K/H,S) GAL V. STF.fL. APPLY •'•••..•••• ` TOT.LD 42.0 PSF S_EQN4_9_3_57__ ILATES TO F CH IAGE DF TRUSS AND. UNLESS 01HEPWISE IGCAIID DN THIS Df S IGN, POSITION PER DRAWINGS 16DA-1. � %% ANY INSPY I.11ON OF PLATES FOL FIYIIFD BY (TI SHAII OF PFI MINEI A111 I'll 2OUP 111.1. A SFAt. ON THIS — - - Alpine Engineered Products, Inc. DRAWING Illl IC A I I S ACCFPTANTF H1 PPBF I SSIONAL FNGINE LP ING.RE SPONS I R II IIY SOLELY FOR THE 1RUSS COMPONENT ,� `, Ieso rtevDriae (1-1 111 IOR Y U111111ING IS IRE RESPONS'aIIIIY 111 1HI �� DUR.FAC. 1.25 FROM LR Dt Sif �Ui Ou THE IITAP ILITY A USE OF THIS FL Cerlificateo u-Ckriz o 3`bT�" RUMn r.<-..zGnfR v ,�. r,�zPl I s ..,c..::. .a a .� sa.....,Y:: ::+�: ate.. :l :,w;I :..ems- L.,.-, I N GA,.A. .:.4.0Rt,- .1$111 ,.. „ .. ;,_Z 04 .:._:�.:: I M13 DWb P r"tU rn F1 6UrlrU I— III rU1 (IUHUO h UIrH,tl IuljY ) JU Drlll ICU DI IttUJJ 19r H. (D1012 PAULS BAY LOT 32 PARADISE PRESERVE - A3) Top chord 2x4 SP #2 N 120 mph wind, 11.08 ft mean hgt, ASCE 7 98, PART. ENC. 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 93 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4=— LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4111 1.5X4, 8F- 5-0 7 9-1-2 3X8= 2X4(Al LII -2-0-0--3?lj 1-0-0 I_ 7-0-0 -----8-0-0 Over 2 Supports R=490 U-248 W=3.511 R=302 U=309 - /1111/ iw RV:1 PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7. 4. ✓' IF.; Y11 /FL 3 R - Scale =.37511 Ft. "*NARNING*"TF USSFS PEOU IRE [YIRFIAF CARE 111 GAUP]CAI ION. HANDLING. SHIPPING.ING. INSTALLING AND BRACING. C-. =I_ J.0It -� T1. LL 20.0 PSF REF 8151 406 P E7ER 10 BC51 1 O1 (BUILDING COMPONENT SAFETY INDORMAI VOµ), PUBLISHED BY IPI (!PUSS PLATE INS If TUI L, FBB F V D'H110FR IU LIR., SUITE 200. MAOISnN. WI 5J]1?) AND WTf,A (HOOD TRUSS (.IIUNCIL OF AMEP.I CA, 6DDD ENTERPRISE LN • 11AU1 SOtl, FII 53]101 FOR SAFELY PP ACT ICES PR IDR 70 PERFORMING THE SC rIIN1:110NS. UNLESS OTHERWISE IND]CATED.< ; N 698✓s7 •'� E1 TC DL 70 PSF DATE 10/28/04 I,l COOPD SIIAIL HAVE PROPERLY ATTACHED STRUT TUPAL PANELS ANO BOFT011 CHORD SHALL HAVE A PR(IPERLY ATTACNEDE f RIGID CEILING. —.'— BC DL 5.0 PSF DRW HCUSR151 04302022 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INS7ALLA11014 CONTRACTOR. ALPINE ENGINEERED - TAt[OF RRIIDDCTS. INC. SHALL NOT BE PESPONS(BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE 1Dp'..�'i B C L L 1 0.0 PSF _H C-ENG_ RB/AF ALPINE ]PASS IN CIHfIIRMANCE WITH TPI; OR FABPICATING. HANDLING. SHIPPING. INSIAIIING 8 BRACING Of III DESIGN CONIIHIMS WITH APPLICARIF PPOVISIDNS OF NDS (NAI TONAL DESIGN SPEC. BY AFXPA) AND TPI. ALPINE --`-- —' CONN]C.IIIR PIAIFS ARE MADE OF 21)/18/16GA (W.II/S/N) ASTM ABS)GRADE AO/fi0 (W, K/U.S) GALV.STEEL. APPLY •• �����N�• • TOT.L D. 42.0 PSF S E Q N 49368 PI.?IFS IO EACH FAf,E (IF TRUSS AILD. UNLESS OIIIERN ISE LOCAIEO ON 11115 DESIGN. POSIIIIIN PER DRAWINGS 16OA-2. � �• — __ __-__ YNY INSpI Cf ION OF PLATES F0LL0WED BY (i) SHALL BE PEI? ANNEX AJ IIF IPTI-200] SCC.]. A SEAL ON THIS Alpine Engineered Products, nc. URAIIING INDICa1CS ACCEPTANCE OF PPOEESSIONAL ENGItIEFRING RESPOMSIDILII7 SnLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.25 FROM LR 1950 Marley Drive OFSIGN 511nWN. THE SUITABILITY A USE OF ]HES CnMPONFXT FOR ANY BLIILOTXf, IS THE RESPONSIBILITY 07 1117 1111 --- -- - IinesC 33844 RUttD NEE,PE PE I s1� 'A] ificate wizatiDn :,:s ..e <,;, .. ltu,:,k r � w;., ..:.,�,' ._ � R�, H u 4t,.: ;ING 4.0 J lS ZO (01012PAULS BAY LOT 32 PARADISE PRESERVE A4) I HIS OWL, PHI,PAHLU EHUM L.UMVUILH 1NPU 1 tLUAU� $ UI MUN J)UJ) �UUIn11ILU D! IHU» Mr H. Top chord 2x4 SP {2 N 120 mph wind, 11.41 ft mean hgt, ASCE 7-98, PART. ENC. 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 93 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: 1.5X4111 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4�� 8F- 5-8-7 -h-9-1-2 3X3= 2X4(Al) L<--2-0-0->j L- 8-0-0 Over 2 Supports R--490 U=217 W=3.5" R-302 U=338 Ca .` R R. ,'� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04`.0 -!1&I Cd Y-,I FL 3 R Scale '-'WARNING*' II+USSES REOU IPE E%TRFME CARE IN FABRTCATVCN, NANDI INC. SHIPPING. INSTALLING AND BRACING. �FC � Cr � . -� T C L L 20.0 P J F R E F R151-- 407 RCIE P. 10 HCSI 1.0-1 (BUILDING COL PO NF NT SAFETY INIURMATION). PURL ISII(D 9Y IPI (TRUSS PLA IE INSTITUTE. 593 • = D'11 11 OR.. "I'll 2IT MABISO N. WI 5171 a) ANPRIOR D WTCA (WOOD TPU SS f.1111 Nl.IL OF AMEP ICA, G3OU ENHISTERPRISE LN. O.SA8 Q7 : �l (` 7 p `I IV AD ILII NItU N S11 A I'L I HAVE PROPERLY AFEf TTACHED STRUCTURAL PANELS AND I BOTTOM U(ADMIT SHALL UKSSAT"ER PROPERLYI AT ACHE D • ODD '-S TC DL 7•O PSF DATE E 10/2(7/04 RIGID CIL IIIG. • • --- "--'— ' l TT BC DL 5.0 PSF DRW HCUSR151 04302023 •AIMPUR TANT—(I/P NISH A COPY OF TO DESIC,N TO TIN' INST AL I.AIION fDNIRAf.TOP. ALPINE ENGINEERED TATE QF _ ALPINE PR DUI IS. Il11:. SNM1LI NOT DE RESPIINSIBIE FOR ANY DEVIATINN IRON IVIS DF SIGN; ANY FAILURE TU BUI[O THE n�fl� B C L L 1 0.0 P S F H C-ENG RB/AF IR11 SS IN CUTE ITR MAHCF KITH TRI: OR FABRICATINf., HA NI1L INf,, SIILRPING. INSiALI IMG 6 BRACING OF TRUSSES. ff�� PEST CN CONFORMS Lll ill APPL II:AHLt PRVVIS]ONS OF NDS (NAI ZONAL DESIGN SVC(. BY AFBPAJ ANU IP1. ALPINE '••• •• ------——'— --'— ------ NNF.IOR PI AILS ARF MADE DF PD,IB;IFGA IW.IIISIV) AS AE 53 GRADEEO,BO IN. R)H.S) GALY. STEEL. APPIY PPP TOT L D 4 2 0 P S F SE ON- 49365 11 II. TO Fnf.11 FnGE O! TRUSS IND. UNLESS RiHERNISE LOCA IFU ON THIS pF.SIGN. POSITION PER URANI Nf.S 160A1- , •, ' ,� NY IM�I'FI tIOM OF PLATES FOLI.OWED BY (I) SMALL DE PF P. ANNEX AJ O( IPI1-lOO? SE 1:.3. A SEAL ON TI11S (pine 1950 9 Engineered iced products, nC. IIPAHI TIG INHHAIES ACCFPT NCF OF PROFISSIONAL ENGINEFPING P,ESPONSIBII111 SOLELY FOP IIIE iRDSS COMPONCNI t,+I I IIS, OUR.FAC. 1.25 FROM LR UFSIf. INE 11 TTY AN F Ol IVIS Mni�NFNI GOR AlFlIIIOING IS TIE NESPIIHSIBI TY OF IHF _ -- — ..Iilles C ..:43844 BU,I'D EP PE I T s .. n FL Certi ficaleo Au orization s "` ;,�.,;; a ;. .x.w•; �: -.:_ s =H:,.:a. .; ,.ING ..v:�.0" ,.I;....�:; �R�`es....,,;;:I SH ., -; Z04 (01012 PAULS BAY LOT 32 PARADISE PRESERVE B1) IM1J UWb KKtMAKtU YKUM IUMYUILK IIVYUI (LUAU) 6 UIMLIVJIvrvJ) JUD13111CU OI InUJJ Top chord 2x4 SP #2 N 120 mph wind, 12.62 ft mean hgt, ASCE 7 98, PART. INC, bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. ------ (LUMBER DUR.FAC.=1.25 / PLATE DURJ AC.=1.25) TC From 54 PLF at -2.07 to 54 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 154 PEE at 0.00 to 154 PLF at 8.00 CHORD SPACING(IN OC) START(FT) END(IT) BC From 4 PLF at -2.07 to 4 PLF at 0.00 BC 93 0.29 8.00 BC From 30 PLF at 0.00 to 30 PLF at 8.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE Deflection meets L/360 live and L/240 total load. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS See DRW HCUSRO01 02086012 for gable details. LATERAL RESTRAINT TO THE GABLE END. 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. 3r 1.5X4111 1.5X4111 3X5% 3X3= 2 0-4 + n + �11-8 8 1.5X4111 1.5X4111 2X4(Al) L�--2-0-0� 1-1-0 I, ,I, 1-9-3 ,I, 5-1-13 ,I 8-0-0 Over Continuous Support R=199 PLF U-143 PLF W=8-0-0 11111l.yo�L SVR R. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04.0 Y"1 FL 3 R - Scale =.375" Ft. `"WARNING"` IPUSSES REQUIRE rNIPEHE CARL IN FABRICATION, NANDL ING. SLIPPING, INSTALLING AND BRACING. �. T C L L 20.0 P S F R E F R 1 5 1-- 408 REI IP IO IT CSI I O3 (BUILDING COMPONENT SAFETY I NFOP FIA710F1), PURLISHFO BY TPI (IRUSS PLAIL INSTITUTE. 583 -rrj O'ONIIFRIO OP.. SUITE 200, MADISOtI. WI 537 I9) ANO WICA (WOOD TRDSS G,OIIXCIL Of AMERICA, 6.100 ENTERPRISE LN. • MADISON, Til 51)1'1) FOP SAFETY PRACTICES PRIOR IO PfRfnRMING THESE iIINCIlONS. UNLESS Oi1TERWISE INDICATED, p .59687 �. TC DL 7 0 PSF DATE 10/28/04 1 1, t'HOLD tiIIAIL HAVE PROPERLY ATT'C.IIfD STRUCTURAL PANELS ANO BOTTOM CHORD SIIALL. DAVE A PROPERLY ATTACHFD RIGID CF)I.I DIG. . .� IMPORTANT—FURNISH A CnPY OF THIS DESIGN TO IOF INSTALLATION ;LINTRACIOR. AIPINE ENGINEERED ra►4c of = � BC DL 5.0 PSF DRW HCUSR151 04302038 PP OTC IS. fTIC. SIIALL NO7 BE III' UP" f01t ANY DEVIAl10N FROM IH IS DF SIGN: ANY 1A.IURL TO B1110 111E , ALPINE PASS IN CONfOPHANCE WITH TPI: UP IARIP ATING, HANDLING, SIIIPPING,, IN5IALLIRG 6 BRACING OF IItIISSES. ���..� BC LL 10.0 PSF HC ENG RB/AF - -- - DESIGN CONFO P MS]WITH APPLIG,ARLE PROVISIONS Uf NDS (NAIIFI NAL DESIGN SPEC, BY AT APA) AND IPI. ALPINE -- 1 RNFCIOP RETES ARE MADE OF 211%IB(16GA IW.H/S/N) ASTM A65O GRADE 40/fiO (W. r./B.SI GALV. 5TELL. APPLY • ....••.. TOT L D. 42.0 P S F S E 0 N 49372 PL IFS IO FA H FACE OF TRUSS AND, UNLESS OTHERWISE 4 f,A IED UN "NIS DESIGN, POST IION PER DRAWINGS 160A-Z. ANY INSPff:1l tN [IF PLATES FOIL DWEB BY (I) SHAII HE PER AN NFA A3 OF IPILS2OO2 SEG..;1. A SE M1L ON T1115 1p lne Engineered Products, nC. OR Nlllf INDICATES ACGFPTANCF OF PROFESSIONAL ENGIHEIPING RESPO.SIB1.TTY DUR.FAC 1.25 FROM LR 1950 M rtes Drive )F THTS 'O HPU NEN" FOR ANY 0111.01X1 11 IHEORESPUNSI 0111 TUn1OON TN E ♦ 1 1�1 1�`,♦ PF 51 Slln llll THE UTTABTI IIT N 115EIF _.iineSC ,33844 Bu1D ..-sF, :XeR PE y„ Pt 1 5 * :Y« U&I-d£. �,r..z ll`;: , ..,..,.;... INr� 4.0' JR 1SH ..Z04(.,.,--„ l e ificate o ut ization 7'"a.-. GL.x,: ax<=.. t 50, .,-. ,.;:�..�:.- .. (D1012 PAULS BAY - LOT 32 PARADISE PRESERVE B2) Top chord 2x4 SP #2 N 120 mph wind, 12.81 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 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 94 0.29 8.15 Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X4�� 3 r— 4 0 2 RN Ll 4X4= +11 8-8 2X4(Al) +10-1 2 L---2-0-0� 8-3-8 Over 2 Supports R=492 U-334 W=3.5" R=322 U=252 W=3.5" IIIII�.i� L�V...lt ..:F�dy'L:.; PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04f y*A t 8C Y;. FL 3 R - Scale =.37511 Ft. **WARNING—TRUSSES REDUIPE EXTREME CARE IN FABRICATION, IIANDL ING, SBIPPING., INSTALLING.AND BRACING.. TC LL 20.0 P S F REFER TO HEST 1-01 (BUILDING EUMPOHENt SAFETY INIORMAlION), PUBL1511ED 9Y EPI (TRUSS PLAIF INSTITUTE. 583 r . REF R151-- 409 D'ONOLR III OR., SUITE 200. MADISIIfl, WI 51119) AND WIT.A INGOT) TRUSS COURCIL OF AMERICA, 6100 ENTERPRISE LN,, u !�l�� : 1 MADISON. 111 51]10) FOP SAFELY PRAf.iICES PRION T(1 PERFORMING THF OF, IUNf,TIONS. UNLESS OIIII:PWE L IND ICAtED. n O V TC DL 7.0 PSF DATE 10/28/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM COURT) SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � -- BC DL 5.0 PSF DRW ncuSR151 04302024 **IMPORTANT** FORNTSH A COPY OF THIS DESIGN TO 1111 INSTALLATION CONTRACTOR. AI-PINE FNGINEERFD ' TAT[ F ALPINE PRODUCTS. ING. SHALL NOT TIE RESPDNSIHLI. FOR ANY OFV)ATFFIN FROM TRIS DE51GN: ANY FAILIIPf TD DDI1.0 THE '' O� P . BC LL 10.0 PSF HC-ENG RB/AF TRI15S IN 1'.UNI OPMMiff WI1R TP 1; 11 TALIP ICAf I, G. IIANDL ING, SII IPI'I IF f,. INSTALLING.R BRACING OF TRUSSES. BEST G.11 CONF UPM$ WITH APRLICADLE PP OV IS IOIIS OF NOS LNAT IO NAL DESIGN SPkf„ BY AFAPA) AND IPI. ALPINE • —---'-- -- CONNFGTOP PLATES ARE MADE OF R11/IN/I6GA (W,11/S/K) ASTNI A651 GRADE AO/60 (W, K/FF. S) GAL V. SIEEE. APPLY TOT.LD. 42.0 PSF SEQN 22645_______ PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. / t • ,� -__ __ nNY INSPFCTIIIM OF PLATES FOLLOWED RY (I) SHALL BC PER ANNEX A3 OF fPll-21)02 SEC.]. A SEAL ON THIS D U R.FAC 1 2 5 FROM L R 71ppineEngineered Products, nC. DRAWINI; 1111) ATES ACCEPTANCE OF PROFf551ON ENGINEERING RESPON61a1LITY 6ULCLY FOR TTI! FRU5S COMPONENT ',, 1950 Marley Drive OFSIG 111OH11. THE SUI TAR IL ITY AND OIL OF THIS GUPIPIINIII FOR ANY BUILDING IS THE PESPONSIR IL I TY Of THE i 1/ --- -----.--- --- - aines .:..33844 BUT cNER v vl E s `� L"'e tifieate o 'zation Ys,.;; :a-:�.r x'.._.�.� �- , .� „s.`r: .. 01' 'I .:,, E A _`1 .,..,>_-�D� IMu Uwb IMLe.K[U 1— 1-11ult,, 1.-0, ki--.) A, Lturlv�l�rv�) p,,oilli iLU OI inUJ� in r.. (D1012 PAULS BAY LOT 32 PARADISE PRESERVE - 83) Top chord 2x4 SP #2 N 120 mph wind, 12.56 ft mean hgt, ASCE 7-98, PART. ENC. 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. 2X5111 3 — Ll 3x3= 3-6-2 +11-8-8 2X4(Al) H + 10-1-2 -2-0-0--�aj �6-3-8 Over 2 Supports —� R=415 U=283 W=3.511 R=231 U=182 W=3.511 R. r' •••HU••�• � 1'fi PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04te.0 5•'• F/C Y FL 3R Scale =.37511 Ft. **WARNING"* TPOI.111 REODIIE C%TPFMF CARE IN IARRICATIIIN, HANDLING, SHIPPING, INSTALLING AND REAPING. TC LL 20.0 PSF REF R151-- 410 R[FER IU It1:SI 101 (BUILD ING COMP INE NI SAFETY INF VRMAT Il1N), PUNL ISNED NY TPI (TRUSS PLATE INSIIIUIF, SBJ IC MAD[ ON111HIR.J71 y)T FOR iDY.IPPA-T II('ITSj PRIOP�AIO PE REARMINND 'IG iWTYIA IJ 1ESE FIINNI IONS` nUNRESS Ol HE RW15EE1INDIC,ATE D. • �� 10 1, CUORD SHAI.I. HAVE PROPERLY AITACI[R D SIRUCTURAL PANELS ANU BOTTOM CIHIRD SPAM. HAVE A PIt1)PERIY ATTACHED j TC DL 7.0 PSF DATE 10/28/04 _ _ RIGID CEILING. T pp <: BC DL 5.0 PSF DRW HCUSR151 04302025 **IMPORTANT**FURNISH A COPY OF TILTS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , • • � ALPINE PROUIICIS, TNI. MALL HUi RE RESrONSIPIE 1111 ANY DFVIATION FROM THIS DESIGN: ANY 1AiLURf IO RUILU THF n 7��••• B C LL 10.0 PSF HC ENG RB/AF TRUSS IN Nf OP.PIn TI CE NI IN TPI: OR FnPR IfAI INf„ IInNDI nIG. $IIIPr ING, INSTALLING R DRAf,ING OF IRUSSF S. f� P A PPIY ONS OF N NAT ONA ORA SP C BY AFRPA AND IPI. *NINE UCSI'N CONI UVF)5 III IH AP LIC NLE 1 151 US ( 1 L F E ) � ...•••• `i CONNFf TOP II AIfS ARE MADE Of 211/LB/Ifif,A (W,IIJS/K1 nS TFI AfiSJ GP.AUF ITT ED (W, K7i1.5I fiAt V. SLEET. APPLY TOT.LD. 42.0 PSF SEON 22648 PL IFS lO fn()I FACE Of TRUSS AND; UNLESS Oi OE RWI SE LOCATED ON 71115 OFGIGN, POSITION PER DRAWINGS I6On Z. , , _ 71pineE-nguiin eeredProducts, nc. ANY INSrF I I HI OF PLATES 'OILONED RY II) IZ'AI DE PCR ANNEK AJ DF IPI I 2(102 SEC.J_ A SEAL ON Iles t '`DRAM«G INDICAIES ACCLPTANCE OF PROFESSIONAL ENGINEEPING RE SPONSIB ILL IY $OL EIY FDR IMF TPOSS COMPORT +,/►• D U R.FAC 1 2 5 F R 0 M LR 1950 Marley Drice nrvr, swnTx. THE sunnBluT AND ISE DF rH1s FnMruxfxl FOR nxr RUIIOING 1S rxE RL srnnslBnTrr Dr lilt 33844 Bunt GNER r ,A. PI 1 sIL a, .,, OCt 1 ;IN 4.0 J ISH Z04 ificate o u iization of""`' "'` .�.t� ry ` - IMu uwu rncr.Hrcnu rMurl �ur�rulcrc Llrru� tc nua a ul��c�.oFvuo/ ov u�u�u-u u. ���oo ���.. (D1012 PAULS BAY LOT 32 PARADISE PRESERVE Cl) Top chord 2x4 SP #2 N 120 mph wind, 17.67 ft mean hgt, ASCE 7 98, PART. EMC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, wind Webs 2x4 SP #3 :141 2x4 SP #2 N: 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 PLF at 0.00 to 154 PLF at 16.33 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 30 PLF at 0.00 to 30 PLF at 16.33 CHORD SPACING(IN OC) START(FT) END(FT BC 75 0.15 16.33 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. HANGER - SIMPSON'S HUS26. FILL ALL NAIL HOLES. 3X5,1 3-3 6 NOTE: 8 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT 18-3-14 CATALOG FOR PROPER APPLICATIONS. 3X5�i 5X7% -�-16-8 1 3X6111 3X6111 3 � 1525 8 3X3= 3X541 14-0-1 3X6111 12 3 10 3 7 10 W1 11-5-13 5X7* 10-11-13 3X6111 R-502 U=362 W=3.5" +10-1-2 R-600 U=433 W=3.5" 30= R=491 U-354 W-3.5" R=326 U-235 W=3.5" R=167 U=204 L<2-0-0>J-<2-0-0- 1 - 3-3-3 —1-2-8-13->111-9-7J..;Z 2-2-9>j R-473 U=341 W=3.5" 7-2-14 9-1-2 ,I 7-4-15 8-11-1 16-4-0 Over 8 Supports R=152 U-180 W=3.5" R=295 U-213 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. �� uR R. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04`0 t ✓1C Yr. FL 3 R Scale `"WARNING** UIIISSES REQUIRE C%IPCME CAPE IN FABRICATION, IIANDI ING, SHIPPING. INSTAII.ING AND SPACING. ( S /` REF CN In nCSI I-Ill (BUILDING COMPONENI SAFETY IFDORMATInN,), PUBLISHED 9Y 1P1 (TRIISS PIAIF INSt11UlE, SNl r i c T C LL 20.0 P S F R E F R151-- 411 MADISON, 0"'5:1]19)IFORI)SAFEIDY I PRACTICES T PRIORA 10 PFRtOPMIT CA ITIING THESE FUNCI IONS.OF PIT OU P7ARNII ESS OIOEPW ISFE I NO(CAICD.� � • .59687 TC DL 7.0 PSF DATE 10/28/04 TOP CUORII SII AI I. IIAVE PROPERLY ATIACUfD SIRIIC.IURAI PANFI5 AND BOIIOM CHORD SIIAIL IIAVE A PRnI'EPLY ATTACHED , RIGID CEILING. BC DL 5.0 PSF DRW HCUSRI51 04302039 **IMPORTANT**IUPNISII A COPY nT ITIS DESIGN TO TILE INSTALLATION CONIRACTOR. AIPINE ENGINEERED ', TATE F ALPINE PR 01111,TS. INC.. SIIAL NOT BF RESPONSIBLE FDP ANY DEVIATtTIN rRnM IIIIS DF SIGN: ANY FAILDRL ID BUI1D THF LO P,.• BC LL 10.0 PSF HC-ENG RB/AF IPUSS IN :O NI OFMAN f,F 411 IN TP1: OP FADP ICAIING, IIA NDI.ING. SIIIPPING.S:GN R BRAf,ING Of PRO SSF S. •• nTti1GH :O FIf OP FIS Wl lfl APPLICABLE IUVI SIU IIS OI NITS (N.\tIOMAL DESII�N SPEC. BY AFRPA) AND IP1. ALPINE •• - -- CORN C 1:P 11LAIES ARE MADE OF 2O]IR/IOCA (Il.II/S)N) AS) A"SD GRADE 9O/E,9 (D, R/H,S) DATIVE STEEL. APPLY � b�•• ••�``,, TOT.LD. 42.0 PSF SEON 494_0_3 _ PL AtFS fO LAID FACE f.L TRUSS ANT, UNI.F SS O111F RNI SI. LO;,11EO ON THIS D(SIGN. POSIIIDN PFR DRAWINGS 160A Z. V ANY IN<PFTII IN (11 PLAITS IES FGI.I.OW,0 NY ({) SNAIL BE PCR ANNEX A7 OF TPIl 21In? SCf..i. A SLAL ON THIS I ine En Yineered Products, nc. {) }, ORAWINC. INDiCnlOS ALCEPTAMf.F OF PIOTFS5IONAI FNGINICRING RFSPnNSInI11I SOLELY fnR Illi IPU55 f0NIP0NLNF ",t, DUR.FAC. 1.25 FROM LR 1950 Marley Drive UFSIGI SIIOIIR THE SUITANIE11Y AND USE OF PHIS C.OMPDNFFIT FOR ANY BUILDING IS THE RESPONSIBILITY OF TILEIt -- -'-- ------- --- aines�,;�_ .,:,33844 BU IID �.-,—G"- Pt ;.PI Iz - 1C "'4 ..SIN 4.0 J 15H Z04 ei{ificateoT.4u nzation Ti't.tea; to"^.. *z'"h h•. -.�—Aa . ,;; .:., IM11 UWU 1'RtRARtU }NUM L.UMI'UItN INVUI (LIJAU� N UIMI,N�I000) JUOI1lIIF, UI INUJJ PII H. (D1012-PAULS BAY LOT 32 PARADISE PRESERVE C2) Top chord 2x4 SP g2 N 120 mph wind, 17.99 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP q2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :W1 2x4 SP #2 N: BC DL=2.5 psf. End verticals not exposed to wind pressure. 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 0.15 7.41 BC 66 7.41 16.33 HANGER = SIMPSON'S HUS26. 1.5X4111 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 3X5�i LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT 3-7-9 CATALOG FOR PROPER APPLICATIONS. 8 18-3-14 5X7% 3X5-j 3 3X5 (R) 111 J 8 3X5% 3 11 4 141 5X7% J 3 10-1-2 3X3= I< 7-1-7Ir 9-2-9 ,I 7-4-15 8-11-1 16-4-0 Over 2 Supports �I R=692 U-214 14=3.5" R=680 U=744 u t R. ja PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0FL 3 R - Scale **WARNINGS' IRIISSES PFOU IRE EXIREMF CARL IN FARPI(ATION. HANDI ING, SHIPPING. INSTALLING AND BRACING, REFER TD OCSI I H, (BUILDING COMPONENT SATEIY IREORMATION). PUBLISI RU 15 HED RY TPI (TRUSS PI.ALL INSTITUTE. SRl C : 4 tt►t - T C L L 20.0 P S F R E F R 15 1-- 412 NADISON, Wll15,I1�1)TF OR1 1OSAFE TYIPP nC I1. II CES,PRIOR, TIDI PEPFOP M1OT)1 Nf. IIIFESE FI NCI I(IN S`IL RUNLESS OTHERWISE631111 INDICATED. `FTC DL 7.0 PSF DATE 10/28/0_4 1UP !,IIIIPD SII.\il IIA VE PROPERLY AITAI:IILU SIRUCTUP AL PANELS AN BOTTOM C.II(IRU SNAI I. IIA VE A PROPERLY ATTACHED ( y . �,"j R IG IU CL IL ING. N • �;� /� BC DL 5.0 PSF DRW HCUSPI51 04302040 *IMPORTANT**FURNISH A COPY OF THIS Dr SIGN TO TOT, INSTALLATION CONTRACTOR. AIPINE ENGINErREO TAR[OF (` ALPINE PRODU IS. INC SII ALL NUT BE PfSPHNS1OlE FOP ANY OfYIATION TRUM TII15 DESICiN; AXY FAILURE TO RUIIO iHf .�• B C L L 1 0.0 P S F HC-ENG RB/AF iR USS IN !: NI RMANCE NITN TR,: OR LABRIf,ATING. II ANO IN ING, SN IPP INf,, IXSI AI.LINO E RR AI;I NG OF TRUSSES, r I1ES1 N Il fll IP.MS IN APRLICARLI. PROVIS TONS OF NOS (NATIONAL D[SIGN SPF!, flY AI RVA) AND II'1. ALPINE .ONNF!IUV 11 AIISWAP E MADE OF 211/19/11 GA IN,HI SIP) AS IM A65 OPADF 4H/FO (W. Y./IL S) GALV. S,EEL. APPLY J. ...• TOT.L D. 42.0 P S F S EON- 49380 VL RIES I" EACII FACE OF 1RUS5 ANO, UNLESS OIHFRWISL LOCATED ON THIS DESiGX. POST'ION PER DRA61I Nf.5 1fi0A Z. • ANY IIISPF I:I ION OI PLATES FOLLUIICU BY IIJ SIIAIt OE PfR nNNFX AJ OF IV 112OH2 SE I'.i. A SEAT 'IN III1S Alpine Engineered Products, mc. DP Allifl!: INIII!ATES ACCEPTANCE Of PP9LLtSTONAL ENC,INFEPINI OFSPONSIRILITY DUR.FAC. 1.25 FROM LR 1950 Marley Dri%e G IS l R THE SIBIt EDMPOx'HE DFS II; tIHIN- THE SUITABILITY AND IfSF OF THIS COMPONENT NF FUR ANY BUILDING DIXG IS tIIF RE SPONSID IL ItY OF TIIE �����X`� ( --'----- - ---- ca[eo u loriza84on flUIID ,,a N._;xER PE ,_.,<,:.,;.Pl I sl u•�.:-y„ ,.—, �.a. :.r.,,,�i.c: .,:�+..Ct x�„!F,.._+.. 1, .., ...rr:',ING ,x ;a-4.0' L)R .k..>a,.,:1 SH ,a,�,.;:.,Z04 INIS UWia FHt1'ANtU I-—M —NFU IMY I IL I'll 6 V11`iC IYJIt rvJ) �U tli'Ill ILU Ot IhUS.J I' (D1012 PAULS BAY LOT 32 PARADISE PRESERVE C3 2 PLY) 17"' Top chord 2x4 SP 82 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #2 N Webs 2x4 SP #3 NAILING SCHEDULE: (0.13lx3.0_g_nails) TOP CHORD: 1 ROW @ 11" o.c. SPECIAL LOADS BUT CHORD: 1 ROW @ 12" o.c. ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 7.12 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 284 PLF at 7.12 to 204 PLF at 16.33 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 16.33 PLB- 1018 LB Conc. Load at (7.29,12.38) End verticals not exposed to wind pressure. 120 mph wind, 17.99 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT 1I, EXP B, wind TC DL-3.5 psf, wind IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC DL-2.5 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 90 0.15 7.41 Deflection meets L/360 live and L/240 total load. BC 106 7.41 16.33 1.5X4111 Shim all supports to solid bearing. 3X5! HANGER- SIMPSON'S HGUS28-2 FILL ALL NAIL HOLES. (J) 8 3-7-9 � NOTE: +18-3-14 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE rr LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 5X7% 3 X 5,5-' CATALOG FOR PROPER APPLICATIONS. 3 3X5= J 8 3X5% R=2346 U=1691 3-11-4 J 3 6X8(R) \\\ +10 1-2 3X3= r R=1794 U=1293 W=3.5" 7-1-7 1, 9-2-9 �I 7-4-15 T 8-11-1 -16-4-0 Over 2 Supports luR Re 1111...•,ds, PLT TYP. Wave TPI Desi gn Crit: TPI-1995(STD) 7.Of.0 'sS1F/C ••'•. Y FL 3 R Scale =.187511 Ft. wARNIING•" Owl;PFUUIRE E%IPFHf CARE IN FARPICATION. HANDI ING. SHIPPING, INSTALLING AND BRACING,. r � C TC LL 20.0 PSF REF R151- - 413 111111 I 11;51 1-03 (NU T IDING 1:U11P I1 NE 111 SAI111 INF URMATIOII). PUNT ISIIEII DY IPI (IRU55 PLAII. INSTITUTE. 59, D INIFRIn I1R., SUI FE 2O U. MADISIIN, HI 5�,7L9) AND WFCA (DUIID TRUSS I,OIINCIL IF AMERICA, 6lUU ENTERPRISE LN.� * ; No $9687 :�! MAD ISI II, 111 5i/I9) FDR SAFE tY PPI:AGES PR INR TH PF PF O1NiNG TIIESF FUNCI IDN S. UNLESS OTHEPWI SE INDICATED. v T C D L 7.0 P S F DATE 10/28/04 TI GLOPI) SHALL HAVE PRDPERLY ATFACHLD SFPUCTURAL PANEIS AND DUFFUM CHORD SHALL HAVE A PPOPERFY ATIACIIEO RIGID CE 11 INr,. --' — **IMPORTANT**TARNISH A COPY OF THIS DESIGN TO LOT INSTALLATION T-On TRACTGN. ALPINE ENGINEERED BC DL TI4T[OF 5.0 PSF DRW HCUSR151 04302041 11 IU1'IS, INC. $IIALL NOT DE 1F51UNSL1IE FNP ANY DEVIATION FROM 1H15 OF SIGN: ANY FAIT URF 1N 11 Ll THE • • , ALPINE PHSS IN GIII1FaPMANCE WITH TPI: OB (ADR IG ATINB, IIANDIING, SHIPPING, INSTALLING 8 DPAIING IIF 1RUSSCS. Q t IDS';.•' BC LL 10.0 PSF HC ENG RB/AF UC 51;t1 I;11!11111 M5 WI III APPL ICAIILF PPOVI SIONS OF NNS (NAI IUHAL DE51G,N SI'E C. HY AFKPA) AND IP 1. ALPINI. • ---- "-- - -- ---- ----'--- ----- -- (NNFf1UR PIAILS ARF MADE DF 2U/ID/l6GA (W,H/S/K1 ASIM A651 GRAL11 9U/1U (W. K/H.S) GALV. S,EFL. APPLY ' ' `` TOT.L D 42.0 P S F S EON 49536 PLATES IU EACH FA1:E OF TRUSS AND, UNLESS UTHEPWISE LUC AIED ON 1Hi5 HI SIGN. POSITION PER DRAWINGS 16OA-2. , •• ,` ____ __ _____Alpine Engineered Products, nc. ANY InSP1CI10 OF PLATES FDI-CONED HY (I) $HALT DE PEP ANNIX AJ NF 111 1 2VO2 sEC,. SEAL UN 11115 ` •� DUR.FAC. 1.25 FROM LR DIAFlIIIG, IHOIC.4IFS ACCEPTANCE. OF PP,U 11 SSINNAI. ENGINEERING FI SPUNSIfl II IIY SOLELY FOR THE TRUSS CUNPDNI.HI ,',,` 1 1950 Marley Drive Of GN SIUHIN, THE SUITANIL F,Y AND USE OF THIS 1DMPUNENI FOR ANY FUUTLOING 15 TIIE RESPONSIBILITY OF II,E NU it 111 HER PE 'I 1 SF � inai o 840 ., � �. , ��u �� �.�.��� �,f, "ct 2 ING 1.0" JR 1SH Z04 .,- (D1012PAULS BAY LOT 32 PARADISE PRESERVE C4 2 PLY) THIS DWG PREPARED FROM COMPUTER 1NPU1 (LO.AUS 8 UIMLNSIUNb) JUUMII ILL) UY IRUSJ MIK. Top chord 2x6 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #2 N Webs 2x4 SP #3 NAILING SCHEDULE: (0.131x3.O_g_nails) TOP CHORD: 1 ROW @ 10" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 11" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 334 PLF at 0.00 to 334 PLF at 4.42 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 4.42 IN EACH ROW TO AVOID SPLITTING. BC 295 LB Conc. Load at 1.81, 3.81 120 mph wind, 15.82 ft mean hgt, ASCE 7-98, PART. ENC. bldg, End verticals not exposed to wind pressure. Located anywhere in roof, CAT I1, 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) Deflection meets L/360 live and L/240 total load. BC 53 0.00 4.42 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. HANGER= SIMPSON'S HGUS28-2 3X8111 3X8(R) III FILL ALL NAIL HOLES. (J) NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 3-56 356 CATALOG FOR PROPER APPLICATIONS. { 12-4 8 3X3= 1.5X4111 T 4-5-0 Over 2 Supports R=1018 U=734 R=1179 U=1850 -till/l.ry ry t� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.QZ. $,• «!C �'•.�TY 1 FL 3 R Scale =.375" Ft. "*WARNING*" IR USSES REQUIRE ExINF ME CARE IN FAUR ICAI IIIH, HANDLING. SNIPPING, INSTALLING AND BRAC IHfi. 0 4 • TIC L L 20.O P S F R E F R 1 5 1 - 414 REFIR 10 Ill SI 1 O1 (BUILDING 1111IP U N E IIT SAFE IV lllF Ll R linll ON), PUBLISIIEU OY IPI (TRUSS PLATE INSTITUTE, 587 i D'f1 NIII'RIO UI?,. 51111E 200. MABE . WI 5171 9) AN 11IC.A ("Ul1O TRUSS f.OIIN I.I1. OF AMERICA. 6TOU F.N IF RPR TSF LNC • MAUISON. Ill 51X9) EDR SAFETY PR ACTICCS PRIOR /U PE RFQRMIgG 711E SE IIINCIIIINS. UNLESS OTHERWISE INDICATED+ � Ko 59687 i� ` TC DL 7.0 PSF DATE 10/28/04 TOP CIAORD SHALL HAVE PROPERLY AIIACHED SIRUC,IURAI PANELS ANI] BOTTOM CHORD SHALL HAVE A PROPERLY AITACHLDC RIGID CE It TNG. - --- -- --' **IMPORTANT**FURNISH A COPY OF IVIS DESIGN 70 tllE INSIPLLAlION CI1H lRACTUR. ALPINE ENGINE[RCD ATS OF BC DL 5.0 PSF DRW HCUSR151 04302026 ALPINE PR"°UCIS, . SIIALI NIII BF PFSPOfISIOLC FOR ANY OIVIAIION FROM THIS DESIGN; ANY FAIL"PC TO DUILU THF o•• p BC LL 10.0 PSF HC-ENG RB/AF 1RUSS IN I:ONFORMANCF "ITN TPI: OR IABRICAT INC,, HANDL INf. SH II'P IHG. INSTALLING b OR AI:I NG OF FR USSES. DESIGN rI1NF OR IIS kl 1 I II APPLICABLE PROVISIONS OF NDS (NAt IO NAL DESIGN SPEC. OV AIAIA) AN TP 1. ALPINE - —— CONNF C.IWR PI nTFS ARF MADE OF ZO,IN716GA (W.fl/S/Y.) ASTM A657 GRAOF d0/EO (W. KIt.S) GAL V. SFF rI. APPLY �I •• TOT L D 4 2 O P S F S E n N 4 9 5 FLAILS fO EACH FACE OF TRUSS AqO, UNLESS OTBFPWISE LOCA IED ON THIS UESIGN. POSITION PER URnWINGS I60n-2. `^ 528 ANY IMSI'kl I ION 'III PC RTES FOL LIlWFD BY (i) SHALL BE PER AN BEY A3 Of IPII-211172 SE f..I. n SEA UN THIS Alpine Engineered Products, nc. DRAWING IHII1CAI'I AC.CEPTANCL OF PPOFFSSIONAL FNGINILPIHG RESPOfISIBII I1Y SULELY FOR THF IRUSS f,I1NP""' I tt` DUR.FAC. 1.25 FROM LR 1950 MBdey Dlice UESIGN Slln DR. THE SUIIABIUTY AND I1Sr Of THIS C.OMPONFNI FOP ANY BAIL DING IS 111E PESPONSIBILI rY OF rHF ll t/t -- „�ct 2 " @teeai o tIP 13W10a,�h BDILD HER Pt,­" eG. 'I 15 s ..a, L--, �� L,.P, IMG .,:,�s�.0' JR ISH Z04 I ITIJ UWU —t—LU rKVPI L ,P ILtt Il C,1 (VIHI At vtiluTol un.,1 �u Oluliw Oi Ino�� ni l�. (01012-PAULS BAY - LOT 32 PARADISE PRESERVE C5) Top chord 2x4 SP #2 N 120 mph wind, 14.93 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not. Bot chord 2x4 SP 1t2 N located within 4.50 Ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP N3 DL-3.5 psf, wind BC DL-2.5 psf. End verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) HANGER = SIMPSON'S HUS26. BC 75 0.15 7.16 FILL ALL NAIL HOLES. Shim all supports to solid bearing. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 2X5111 31- 3X5 (R) 111 3 6-2 12-3-12 3-11-4 3X3- 3 3X3= .�10-1-2 L7-1-15 Over 2 Supports —� R=307 U=180 W=3.5" R=295 U=298 -e11if��i0y,r • ��UR .F,a PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.CA. � �C•• y� TiY.�.2 FL 3 R Scale ""WARNING * 1PUSSES kI OU IPC C%IPE FIE (:APE IN FAnP ICA[ION, HANOI INC., SHIPPING, INSTALLING AND BRAT INfi.�U i � T C L L 2 0.0 PSF REF R 1 5 1 415 PF.FFN III U 51 1-03 (BUILOI Nf,COMPONFNI SAFETY Ik11 UPNAI ION). PURL ISIICO NY TPI (TRUSS PLATE INSiI iUIE SB3F. � � � � D'UNGFR IOUB, UP.. SUILE 100. MAIT"On. W1 51719) AND WI CA (WIIOD TRUSS GIVING It IIF AM[RICA, 6J011 ENTE RPR TSF LNC. .6,98x7 �� MAUI%GR 111 53119) FOR SAFETY PRACTICES PRIOR to PEPFOPNING THESE TIINCIIONS. UNLESS OTHERWISE INDICATED( '' TC DL 7.0 0 PSF DATE 10/28/04 _ TOP CIIURU SIIALL HAVE PROPERLY AIIACHrD STRUCTURAL PANELS AND BOTTOM CHURD SIIALL HAVE A PROPERLY ATTACHED" �- RIGID C,E IL ING. **1MPGRTANT** FIIPNISH A COPY OF THIS DFSIC.N TO THE INSTALLATION CONiRACIIIR. ALPINE ENGINEERED. g q pp BC DL 5.0 PSF DRW HCUSR151 04302042 ALPINE I'PODIICiS. INC. SHnLI NOi BE NFSPIINSIRIF FUR ANY UFVIATIfIH FROM MIS DT SIGN; ANY FAIIURC IU BUILD TILE nt�Q BC LL 10.0 PSF HC ENG RB/AF TR(155 IN lOtlk L1PFIAHCE WIFN 1P1: OR I.\pP II;Ar TNI:, Hn NDI ING, SII11'P ING, IN5I AIL ING F BRACING OF TP USSF S. R *�• ' OE.TIN(:ONf UNITS WI IN APPLICABLE PROVISIONS OF NUS (NAIIONAI pCSIGN SVkf, BY AF SVA) ANO IP1. ALPINE I.TNM"tUP PLATES ARE MADE OF 11 IHlIfiGA IFI,11!5/K) ,\S tFI nFS.t Gp AIIC N)/6F1 (W K/11.5) f,A1.V. SIEEt. APPLY TOT.LD. 42.0 PSF SEON- 49406 71pine CiI ,] ILAICS IO tnClt FACE OF TRUSS AIIO. IIMLFSS OTHERWISE LOCATED ON11118UESIf,N, POSITION PFR DRAWINGS IfiOA LIT FII]CCCEd 1 FODUCtS, TIC. ANY INSPTI:I IIIN OF PLATES FIILLONEU BY 11) SIIALL BE PER ANHFX •7 OF 1PII "211112 FC,."1EUN ' . ,`,,b DRAIIING IUDICATES ACCEPTANCE IIF PRUFF SSI ON A, EHGI NE ER ING RF.SPONS I BI(I IY SOLCLY FOR TIIC TRU5S COMPONENT OUR.FAC. 1.25 FROM LR 1950 Marley Drive DE 51f, SH IHN. iHf SUITABILITY AND UI F HI THIS COMPONENT FOR ANY BUILDING. IS THE RESPONSIBILITY OF THE -'— — ninesC�'33844 Bunn �;xFR P PI 1 s �Ct i , _ �IN -4.0' JRA TSH Z04 h CeiYificate of Thu riization "�'"`""' u.:.. .. .,,: u. _ IHIS UWG PREPAREU tNUM LUMPUItR INPUT (LIJAUJ 6 U1MtN�ILrNS) �,1PPI111LU PI iPU>l 'UR. (D1012-PAULS BAY - LOT 32 PARADISE PRESERVE - C6 2 PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #2 N Webs 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 11" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 9.12 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 284 PLF at 9.12 to 204 PLF at 18.33 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 18.33 PLB- 1179 LB Conc. Load at (9.29,12.38) End verticals not exposed to wind pressure. 120 mph wind, 17.74 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DIE-3.5 psf, wind 1.5X4111 BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 3X50 CHORD SPACING(IN OC) START(FT) END(FT) 3 7 9 BC 116 0.00 9.41 8 BC 94 9.41 18.33 18-3 14 5X7% Deflection meets L/360 live and L/240 total load. 4X40 3X5-- HANGER X5=HANGER = SIMPSON'S HUS26. 3 FILL ALL NAIL HOLES. 3X5= 8 NOTE: 3X5�� SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT 3-5 4 CATALOG FOR PROPER APPLICATIONS. J 3 6X8(R) \\\ 3X5= 10-1-2 1.5X4111 9-1-7 9-2-9 9-4-15 8-11-1 18-4-0 Over 2 Supports R=1822 U=1293 W=3.5" R=2647 U=1877 L ry .�` R R .R t'�; PLT TVP. Wave TPI Design Crit: TPI-1995(STD) 7.0X4. C X? FL 3 R Scale =.1875" Ft. —WARNING"" 1PIISSES REQUIRE EXTREME CAPE IN FASPICATION, IIANDLING, SHIPPING. INSTALLING,AND BRACING. C I- • • RFFFR iil SISI 1 03 (NUILDING. CUFIPIINENI SAFETY INTQPMATTON), PUBLISHED BY TPI ITRO51 PLATE INSTEIOIE. 583 E V e T C L L 20.0 P S F R E F R 1 5 1- - 416 WON P.IQ DR SU IF 700. MADISON, Of 51]19) nND MICA (WI1110 TRUSS CDIINC IL OE AMERICA. 610 ENTERPRISE tN,� O-�.fee7 : �• MADISON, UI '�1]I^) FOP SAFETY PPACIIf.E$ VI!IQR TO PE RT OR MING (HESE FUNCTIONS. UNLESS OINERNISE INHECAtED. -✓V T C D L 7.0 P S F DATE 10 2B 04 73 TOP 1'IHIPO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM 1'HORD SHALL HAVE A PR UPI RI.Y AI TA C,UTU y . - RIGID CFIL TNG. ii t'� OF BC DL 5.0 PSF DRW F1cuSR151 04302043 —IMPORTANT" FURNISH A COPY OF [HIS DESIGN 10 TIIE IH STALLATION CONTRACTOR. ALPINE ENGINEERED •• • 1 ALPINE PRODUC IS. IHII OP FIA NI;E LNNOi NP IP.E SVnN511BL1 ADRIC,AIIN ANY DF VII AN UL NII G. SIII PI'INOFSINS FALL IMf.Y AENRAf INGTOF BTRUOSE SC �'D��r•- B C L L 10.0 P S F HC-ENG RB/AF TRD SS IN HE SII:N COgFORMS HIIH APPLICABIF PROVISIONS OF NDS (NA IONAL DESIGN SVEC. BY Af APA) AMD TP1. ALPINE - - - - - - 1:'"11{CIOR PI A,IS ARE HAD DF ZO]IN]1GQA (bl,fl]SlK) ASTM Afi S1 GPADF i0(fi0 (fl, K/11.5) GAL V. STEEL. APPLY ••••••••• .` TOTLD 42D PSF SEAN- 49539 A ILS IO FA1:11 FAf.t IT TRUSS AfI D, UlIIE SS OIHERNISE LIII:AtfU ON iHiS DF SIKH. POST IION PFR DRAWINGS 160A-Z. ,� -_. -_ ANY INSPf TION OE PLA IES FOLLOOFD BY (1) SHALL NE PER ANNEX AJ OI IRII IOD2 SFC.1. A SEAL ON 'HIS I' fYLlPILIC EIIgIITCCit:d PEOCIUCIS, TIC. DRAHIIIG INL(GATES A CFP1ANCE OF PRO(FSSIUNAL ENC.IHCERINf RE SPO NSIN II 17Y SOLEI-Y FOR THE (ROSS COMP0NLN1 I ` {�,,` OUR,FAC, 1 25 FROM LR (95� CTEV DTn'e f1FSiG 111E ANILITY N 115E OF if115 G MPONFNT FON ANY DUILU INF. IS THE RE SPONSINILITY OF THE - ---'-- -- — cat 33844 ,,'. eun D M,,m,,:'nER P .,,. z..Pl L sf ,.o� a: .> :.,, 3� ��«� ..a. �._-IN* ;..r 4.O' . JRL',"­-'­,1 SH j,.,...,.:Z04L,,,.,. .; FL Cerhhcate o othonzation b I M1� UWb Yttt YHI(tD LNUPI --U i tK 11YPU1 ILLIA a tl U11"ICIV�I VITA) �uoritliell DI iI UJJ i'U K. (D1012-PAULS BAY -- LOT 32 PARADISE PRESERVF - C7) Top chord 2x4 SP #2 N IN LIEU OF STRUCTUPAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 BC 65 0.00 9.41 BC 63 9.41 18.33 120 mph wind, 17.74 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. End verticals not exposed to wind pressure. 1.5X4111 Deflection meets L/360 live and L/240 total load. T 3X5% HANGER = SIMPSON'S HUS26. 3 7 9 FILL ALL NAIL HOLES. 8 NOTE: 18-3 14 t SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT 3X5,1 CATALOG FOR PROPER APPLICATIONS. 5X7 3X5% 3 I8 3X5 (R) 111 3X50 3-5-4 5X7% 3X5% 10 1 2 1.5X4111 E 9-1-7 jr 9-2-9 �I 9-4-15 r 8-11-1 18-4-0 Over 2 Supports R-770 U=294 W-3.5" R-770 U-767 Rd L tryr� PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.04-.0 A •o �'� FL 3 R - Scale =.2511 Ft. *WARNING"" IPHISS[s PE DO IRE fXIPF11F IPE IN IARP IC AI ION, RANDI.ING. SHIPPING, INSTALLING AND BRACING.. rL • j TC LL 20.0 PSF REF R151 417 RI.-i fR IO DISI 1-Ol (UUILDING fHMV)MCMI SnFETY TIN nPMAT IDN). PUNL ISNLIT BY 1P1 (IPUSS PLATE INSTIIUfE. 503 • 11':'NnFPI(1 OP., SU 17C 200. MADISON, 111 5:3719) AND WfCA (!1000 TRUSS%UNf,IL 0E AMERICA, 63110 ENTERPRISE LN. MADISIIII, I!I 53/191 F(IR SAFETY PRnCFICES PRIOR TO PCPFDRF1"C' THESE FIINT;IIIIMS. IINLESs DiIIERWISE INDICAiEO.� * Q.59687 ;* ATC DL 7.0 PSF DATE 10/28/04 IOP (11— SHALL HAVE PROPERLY AfIA(DED SIRUCIURAL PANELS AND BO1IDM CHORD 511AIL HAVE A PI?IIPERLY ATTACHED RIGID fF II.I NG. BC DL 5.0 PSF DRW HCUSR151 04302044 "IMPORTANT—FURNISH A COPY GF THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPINE ENGINEERED T 'f C OF ALPINE PI HUC15. IIIC NOT BE RFSPIINSIULE FOR ANY DEYInTIDN (ROM IVIS DESIGN; ANY FAILHPL III RUILD Tllf BC LL 10.0 PSF HC ENG RB/AF 111155 IN I INT IIRMA1 WITH TPI: OR FABRICATING, HANOI ING, 'III PP TNG. INS IAI.L IND 6 DPAf ING 0( 1RUS SE S. ��DA.•� LESIGN CONI HPNS WI III APDL IC.ARLE PPNVISIO115 OF NUS (NAI IIINAL DES1,11 sl'E1, DY AIM'A) AND IPI. ALPINE ♦♦. --- - -'— [nNNICIOP PL TFS APE MADE (If [11(i0l I6 GA (W,fl/S/KT ASTM 11653 f.RA01. TO/GN (W, Y,,H,S) f.At V. 'TEFL. APPLY ,, . .....•i•-R` ,� TOT.LD 42.0 PSF SEAN- 49410 IIS\TES 10 LA.II(AGE OF TRUSS AMU. 11NLE 55 DI HERNI SE LOCA IED ON TIAs DESIGN. POSITION PER BP.ANINGS T6DA Z. _ 21ppine Engineered Products, nc. ANY INSPU'")" "' ('iACESFOLLDNEDDY (1HLL BF PFR AN % A3NFTP 11 TOU2 SL f..3. 'ALDN (DIS � DUR.FAC. 1.25 FROM LR DRADINI. INTICAIES AC CF PTANQ Of i'POT Ess TONAL LNGINFFPING RL sPDNSID iL ITr SOLFIY FOP THE ,Puss f.ONPONENT %♦ 1950 M IeV Drive 01516 cm CNE RTFIIY AND II E DF TN15 1nMPUNF NI TDP ANY BUILDING IS 111E RESPONSIR11ITr OF ,DE It e Ones( utio�Kaon �:..:+ RNnO itils..«F NEB PE�. l,;a'I 1 sF ..z- "�,�,<> „_,: e..,«., ;�;, Ct 2 .a�.W... I,x,=. U.__<;ING ..4�s,....::.�.Ol JR .,r:x.a-ISH =�:i„�;.Z 04 .':,._.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMLNSIONSI SUBMIIILU by IRUIS FitR. (D1012-PAULS BAY - LOT 32 PARADISE PRESERVE DI) Top chord 2x4 SP #2 N 120 mph wind, 14.12 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.13 to 54 PLF at 0.00 BC 120 0.17 12.40 TC From 154 PLF at 0.00 to 154 PLF at 35.00 BC 120 12.25 34.58 TC From 54 PLF at 35.00 to 54 PLF at 37.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load. BC From 30 PLF at 0.00 to 30 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.13 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND Shim all supports to solid bearing. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE See DRW HCUSR001 02086012 for gable details. DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 3X6 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X 8X8= 6 r- 6 3 X 3 3X3% 12 8 14 3X8% 3 X 3 3.5 3-6 5 11 6 14 1012 3X5 (Al) R=940 U=511 W=3.5" 3X5= 5X5= 3X5(Al)_ R=594 U=323 W=3.5" R=200 PLF U=109 PLF W=22-7-8 1_2-0-0 1 -,-= 5-6-01- 4-0-0-�;J 2-0-0 0-11-Y,6-5 X76-8 I I 15-0-5 I 15-11-1 12-4-8 22-7-8 35-0-0 Over 4 Supports -I R=-627 U=341 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. ��� R R.F La4�• �........'�y b it PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 .rr0 tlflC Y'o; FL 3 R - Scale =.1875" Ft. ""WARNING" IPUSSES REQUIRE EXTREME CANE IN FABRICATION, HANOL ING. SHIPPING, INSTALIING AND BRACING. E- • REF F R 1 5 1 418 It FIIR IH 11C 51 IOt (BUILDING C(1N 1'ONENI SAFETY INFONMAi10N). PURL ISIIED DY IPI (TRUSS PLATE INSTITUTE, 583 P • ',l TC LL 20.0 P S F I1'OHr1T RIO DFITP., SUITE 200. MADISON. HI 5'1719) AND wTC.n (r ORHOOD IRU6S COIOI f,IF OF AMERICA, 6300 ENTERPRISE LN, F' • S10/28/04 NIV ICIMPI) SHALL S37T HAVE PROPERLY ATTACHEDS STRUCPP TURAL P PANELSI ANDTOESC BOTTOM iCHORDN SHALL HAVE AIFIERWISF PROPERLY AOTACHFD ,ICA ED. 4 • 687 TC DL 7.0 PSF F D A T E RIGID CEILING. �J -IMPORTANT**FHPNISH A COPY OF THIS DFSIC.N TO THF INSTALLATION CONTRACTOR. AI.PINF. ENGINEERED STAT[OF BC DL 5.0 PSF DRW HCUSR151 04302027 PRO DIP S. INC. SHALL NIT BE RFSPON510LE TOa ANY DEVIATION FROM IVIS DE51C.N: ANY FAiLQRE TO BUILD IIIF }� B C L L 1 O.O P S F H C-ENG R B A F ALPINE RI1 S Ifl nRNnIT' WITH Irl: P FABRICATING. HANDLING, SHIPrING. INSTALLINf R BP ACING OF TPUSSES. LO '�! '• / i1E 111 r1 I:n NI PHS WITH APPLICABLE PHOYISIUNS Df NDS (NATION nI. DESIGN SPEC. BY AFAPA) AND TPl ALPINe • . TOT LD. 42 0 PSF SEQN- 49423 . IIDEI IIR PLATES ARE MADE OF 20,18/16SA (W.H/S/K) ASTM A653 GRADE d0/hO W. K/11,5) GAL V SIFEE APPLY /, , 11 fFS 10 L 11 FACE OF TRUSS AND, IIFILFSS OFHERHI SE LOCATED ON IVIS DES I'll, POST TION PER DRAWINGS 160 A-Z. % r� ANY IN5PLI.IIUN OF PLATES I'LL TIED BY (1) SHALL RE PER ANNEX 03 OF TP11-2(1112 SEC.3. A SEAL DN IN IS , • •• IPIne Engineered Products, nc. DRAHIIIF, INDICATES ACCEPTANCE OF PPOFFSSTONAL ENGINEERTNG RFSPONSIBIL TTY SIIIELY FOR 111E (PUSS COMPONENT `,, DUR.FAC. 1.25 FROM LR 1950 IA'tal'1Cy Ali\'B OF SIG SII TIN. THE UITABII IIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF 111E ,+�{{ - lines C " - .'ING -T O' J R 1 S H ificateo�u 13844 � nu1LD ' :NER rE ;..;<rl L sH,.. .nc..r C ;:�:.._,. '.., 1 ,,.,., Z04 ��u IMI U11b YHt1-AHtU tHUM I.UMPUILM 11VYU1 (LUAU) b U MLIN�t I)'I I,ItU DI IttU I`II rt. (D1012 PALLS BAY - LOT 32 PARADISE PRESERVE D2) Top chord 2x4 SP X12 N 120 mph wind. 14.25 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP )(3 :W5 2x4 SP #2 N: BC DL-2.5 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better 'IT" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. BC 71 0.29 14.17 BC 85 14.02 34.71 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 5X5= 3X5 3 X 5 5X5% W5 6 — A) 6 (A) 5 X 5--�� 4-0-1 5X5 / J 3.5 1.5X4111 F +10 1 2 2X4111 3X8 5X5= 1.5X4111 3X5 (Al) % 3X5(Al) 1 9_IE �� [2 1-2+ 14-2-0 �E 17-6-0 ,I, 17-6-0 3� 14-0-4 T 20-11-12 35-0-0 Over 3 Supports R-733 U-492 W=3.5" R=1438 U-577 W=4.95" R=1024 U=609 W-3.5" 1- /111/#,i (71-- PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04.0 NiYFL 3 R Scale =.1875" Ft. ""WARNING"" TPOSSFS PEIIUIPE IX IP.Fh1T CAPE IN TAPP[CAI IUM, IIANDI ING, SHIPPING• INSTAII.ING AND BRACING. (,. ' TC LL 20.0 PSF ItEI EN In IL:SI , D3 (HUILUI NG CUMPOHUIF SAFETY INFORMATION. PUD`ISIIED RY 1P1 (TPOSS PLAIE INSTI,UIT, 513 .r :'4 : •-�, REF R 15 1-- 419 I1 LHOI rzIO OP.. SUI IE 200, "AD I5R,. W! SH714) AND WIC% (WnUU TRU55 CR IINC IL OF AMERICA, 1 I FNTERPRISC LN.�• L IIADISOII. 111 51119) FOR SAFELY PR Aft II FS PRIOR i0 PCPFRRMINI, tHESE FUNI;IIIINS. UNLESS 011{EPWISE INDICAIED,K O.59687 ;* .L. TC DL 7.0 PSF DATE 10/28/04 IIP CHORD SPATI HAVE PROPERLY ATTAf11F0 STRUCTURAL PANELS AILD BOTTOM CARPO SHALL HAVE A PROPERLY AITACNED RIGID IF IL INC. • J BC DL 5.0 PSF DRW HCUSR151 04302028 ' IMPORTANT*' rHRNISH A COPY OF THIS DESIGN TO I[IF INSIALLATIOM CONTRACTOR. AIPINE FNGINFFRED �TA E OF ALPINE IP DOC IS, INC. SHALL MDT Br RE SPONS IDIF FDR ANY DFVIAT IDH FROM IH IS OESIf.N; ANY FAILURE FO BUILD THF A B C L L 1 0.0 PSF H C-E N G RB/AF lilt; S I IIS IH 11 Elf RPhlANf,F WITH IP1: H FIHP IC AF IIANDI INf SII II PIIIf, INS LAI LING R HRAC ING OF TPOS5E 5. I� ���P•. ni-siGm LORI`f PhIS WITH APRL ICAHLE !P VISIONS OF NDS INAII)N.L DESIfN SPEC. 9Y AFFPA) AND TPI. ALPINE f h 1 f A Il' W K 1{ S GA V SIE I. APPLY IONNFC IRP PI Al FS ARE MADE OF 2DY 18/16 A IFi II/S/K) ASI I A65. R nr 1 l6U ( / , L E ••.....• ` . TOT.LD. 42.0 PSF SEON 49437 PI.AIFS IU E (11 IACF OF TRUSS AND, UNLESS UIHERWISI LOI.A[TO ON THIS DESIGN, POSITION PER DRAWINGS 1611A Z. ,� - I ine Engineered Products, Inc. HY INSP11III)N 1)1 PLATES FL',PD,IT a II) 511"1` BE PFP ANIIFY A3 OF TP IT 2002 SrO.1, A SFAL ON THIS DUR FAC. 1.25 FROM LR p 1950 Ma IeY D1iA'e DFSIGNRAII 1,`1111ORCA IEGTMFACCEPTANCE U ITABIL 11III 1 A.1f,11IRNA CRIS1i1"MPHNCNIIIIIIIIII R FURRANYDDU11.111.SOL 11 ILL RESPONSIDIF I1YMR11111,fIF' "" ; `80�a,/ `� _ OFSIGN -_—_ O -.—_- -- ..3844 HIJ11 D1 NER PF 1 i Si Asmb 2 re=a�.0 ::,:-�L �,o'.,x)-ING .e.iC) 01' ki+e> �R .. .., SHJL,,.�.„:Z04 Lcu+M. .nes Ci 'x.e: �1.;,,„ �n§x-.• ., C,- if,,— t,erttticate o u orization i"' - I ITIJ UWG PKI,YAR LU FRUM (.UMMUI tR INCUI (LUHDJ & U11'It MJI Ufl J) �Uorlll ICU ISI Inu» PII n. (D1012-PAULS BAY LOT 32 PARADISE PRESERVE D3) Top chord 2x4 SP #2 N 120 mph wind, 14.29 ft mean hgt, ASCE 7 98, PART. ENC. 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 :W4, W5 2x4 SP #2 N: DL-3.5 psf, wind BC DL--2.5 psf. (B) Continuous lateral bracing equally spaced on member. Or 1x4 (A) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80% length of web member. Attached with #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 16d Box or Gun (0.13511x3.5",min.)nails @ 6" OC. 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 65 0.29 15.75 Shim all supports to solid bearing. BC 86 15.60 34.71 5X5= 1.5X4111 5X5% 3X5 6 (A) 5X5% 6 ( 5X5 B) W4 4-5-9 3.5 W5 1.5X4111 1012 3X8= 3X5= (Al)1.5X4111 3X5 3X5(Al) I— ° - 15 -8-4 _I 2-0-0 17-6-0 17-6-0 I 15-7-4 r 19-4-12 f< 35-0-0 Over 3 Supports _I R=789 U-534 W=3.5" R=1442 U=542 W=3.5" R=948 U=594 W-=3.5" ♦ ♦Illil.t, ♦ Gt 0,.. . VR R. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 3 FL 3 R - Scale "WARNING•" IRII<SES RE UUIPF E%IPFMF 1:,PE IN 1.111,AT,BN, HANIH ING. SHIPPING, INSTAII ING AND RR ACING. C • • •°J RCECP TU N1.S1 I U3 IBDILDING C0MP0NEN1 SAFFIY INFORMATION). PUNLISIIEU 0Y IPI (TRUSS PLATE INSIIr.IE. sear : '�:. TC LL 20.0 PSF REF R 15 1-- 420 11 IT VIII OR., SUITE 200, MADISON. M[ 5'1719) AND 1JICn (WBHD TRUSS CUTINf,II Of AMERICA. 63011 EN IERP P.." LN E' • — 11ADISBN, 1!1 57,19) fOP SAFETY PRACTICES PR IDR ,0 Pk RIUPMIfI. THESE FIINI:,IONS. UNLESS BUIFRX1se IND1r.nTlna ; No $90 S7 :#' �' T C D L 7 0 PSF DATE 10/28/04 C;p IOP 'HHPD 51ALT HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOIIIIM C110Rp SHALL IIAVE A PRBPERLY AITAf,11F I> • a RIGID CEILING. ' • TAT[OF BC DL 5.0 PSF DRW HCUSR151 04302045 IMPORTANT—FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACT— ALPINE ENGINEERED� • �• �• ALPINE IR IIJfIS. INC. SHALL N01 BE RFSPIINSIDLF HIR ANY O[VIAiIBN LRDM IS DESIGN: ANY FAIUIRF IU BIIIID ,11E '� •, P : ' BC LL 10.0 PSF HC ENG RB/AF IPI1S\ IN f HII IINPIANCE W17H 7PI: IN FABR ICA71Nf., IIARIII.ING. SIIIPP IN.,, INSI AL I.INfi M1 BP AC ING If IROSSf S. OEy HFSIfN fHNI IPMS Til iH APP IC LE PPBV 151HNS HF xOS (NAIIONnI. OE5/ON SPEC. DY AFM1PA) AMD IPI. AS ff�� ••••• 11111 CTUli tIAIES ARE MADE OF )0/IB IFfn III.II/S/KI ASTM A653 GRADF JO/F1 (E1. C/li.sl GAI V. STEEL. APPLY • •• ••• _� `` TOT.LD. 42.0 PSF SEQN- 49442 II AILS IH tAfH FACE Of TRUSS ANU UNI.E SS BllIERNI SE LBGnIf.O HN IVIS DESIF,N, POSITION PkR UR AWI TIES 160AZ. 71pine En ineered Products, nc. vFrnnH BI PLAIFS F11LL"1110 DY I1) SHALL RE PTI MINE% A3 Of IPI; P1111] SEL3. ASEAL OR 1111 , ♦♦ DOR.FAC. 1.25 FROM LR BI PA 1; I IlllIA IS ACCEPTANCE Bf RUFf SSIII NAI EXGINT CR ING RE SPONSIe II IIY SOIILY TOR THE TPIISS COMPBRENi 1950M I ev F) S'e I IIV N A eU1LHING 15 IIF PE'PON'...L IIY HF 111E _ f1♦ --- IFSIGX '�4,�4v illEfl4vF THIS uy 11x1.1 fHR Ines Ci 3a4a HM BT xER PE E ...., L�> c • �.- .P� ING ,. 1.0" _ . JR aSHJ ,_ri�..::Z 04 , FLCerlificate o Aut onzation THIS DWG PREPARED FRUM CUMPUILR INPUT (LUAU? 6 UIMtN�1UN>I SUBMIITtU by IRU�J ME I<. (D1012 PAULS BAY -- LOT 32 PARADISE PRESERVE - D4) Top chord 2x4 SP yl Dense :T2, T3 2x4 SP #2 N: 120 mph wind, 14.29 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP yl Dense located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP y3 DL-3.5 psf, wind BC DL-2.5 psf. Calculated horizontal deflection is 0.64" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.26" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 48 0.29 34.71 Deflection meets L/360 live and L/240 total load. Calculated vertical deflection is 0.85" due to live load and 0.34" due to dead load at X = 17-6 0. 5X5(R) III 3X5% 3X5 T3 5X5 5X51 6 -- T2 6 6X8= 3.5 3X5% 3X5- 3.5 1.5X4111 1.5X4111 }10 1 2 3X8(A5R) = 3X8(A5R) 2-0-0 2-0-0 17-6-0 �f< 17-6-0 35-0-0 Over 2 Supports '1 R=1590 U-834 W=3.5" R=1590 U=834 W=3.5" ` list 11 y(,yOAa PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04`.0 t1Fj •'• Y� /FL 3 R Scale =.1875" Ft. —WARNING—III HI*11 F1 Il El E IBUILDING CIINPONENI CAPEIN F INFORMATION),HPUBLILANDI ISHED BY NGI FRI N(TRUSS C. TPLATE INAILING SI I To TE!N683 G. EC i • y � •0 S TC LL 20.0 PSF REF R151-- 421 11 0lIIIFR TO DP . SUITE 200. MADISON. 111 11111) AND WICA (1111110 TRUSS COIINC.IL BE AMERICA, 6"100 EN TEPPR ISE IN. y 1140.! !e� * r; M\U(S!IN. Lll S3Z1'1) FOR SAFETY PP,ICTILES PP I(1R TO PER("RMING IIIESE FIINC I,ON S. UNLESS OTHERWISE INDICATED. E w ; O V : ;TIC DL 7.0 PSF DATE 10/28/04 IIP I:IIiIRD SHALI. IIA PROPERLY All CHILD SIRUCTURAI PANELS AND BOTTLIM CHORD SHALL HAVE A PROPFRIY AIWAIED • J __ _____ - _ - P.IGID CEILING. T[OF BC DL 5.0 PSF DRW HCUSR151 04302030 **IMPORTANT**FIT PN 1511 A CORY OF TOtS DESIGN TO TIIE IN51 nL LAT I"N CON IRAC FOR. AT FNG.I NEERFO ', •' � PPO011G is, 1111;. Sllntt NOT BE RE SPONS IDLE LUP ANY DFVIAT ION FROM INIS OESIf.N: ANY fAII URE TO BIIIID IN BC LL 10.0 PSF HC-ENG RB AF ALPINE PASS IN CIIIIF ORMANCF WITH IPI: OP. FADR ICAIING, HANOI INf., SIIIPP IHG. INSI All TNG E BRACING,OF IRDSSES. O��Y /_ _ — DF5TGN 1:IINF RNS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE C 1NN1 CiIIP. 11,IES ARE MADE OF 2O/IB/I6GA IIF.I„S/NI ASTM A66?GRADE AO(6U (W, N/II,S) QALY. S,EIL. APPLY �, " Qe �� TOT L D 4 20 PSF S E 0 N- 49446 11 n1CS 10 LA:II FAC.F OT TRUSS AND. IINLE SS IT OCRW ISE L"CAIED ON THIS DESIGN. POSITION PER DRAWINGS IROA Z. �' , ,` —---- ----- Alpine En ineered Products, nC. ANY INSPEf11ON OF PLATES FOLLOIIEO BY (i) SIIAII BE PER ANNFN A3 OI TPII-2002 SEG..3. A SEAL ON THIS +� P }> IIIAWINf. INDICATES ACCEPTANCE OF PROFESSIONAL ENG.INFERING DESPONSIBLI.IIY SOLELY FOR THE TRUSS COMPONENT ,,,`,/ D U R.FAC. 1.25 F R 0 M L R (950M 1 DHve BES IG IDE IF INIS MP"NFNI FOR a D111101NG IS TIE RESPONSIBILITY OF IIIE I-TTY AN _I'nesC -;3844 .. DullD ; :wfR PEI 'T 1 SE�, ��, � ,Ct 2L,,'.-" � � FL Certil C.Ic o Aut orization - ' IH1J EVIL, HHtF'AHLU LWUM k.VMHUILN INVUI ELVIWU 6 Ull"It I-l VHS) JUBPIlI ILII 0, 1n 1» L'It lc. (D1012 PAULS BAY LOT 32 PARADISE PRESERVE - E1) Top chord 2x4 SP #2 N 120 mph wind, 23.06 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC DL-2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING, USE PURLINS: - -- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.16 to 54 PLF at 0.00 BC 74 0.29 11.71 TC From 154 PLF at 0.00 to 154 PLF at 12.00 TC From 54 PLF at 12.00 to 54 PLF at 14.16 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at 2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 12.00 Shim all supports to solid bearing. BC From 4 PLF at 12.00 to 4 PLF at 14.16 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE See DRW HCUSR001 02086012 for gable details. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS i MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. DESIGNED BY THE BUILDING DESIGNER. 4X4= 1.5X4111 3X3% 1.5X4111 8 F_ + 23-11-9 3X8,1 + T 1.5X4111 5 5X7(R) III 5 L- 3X8�� 1.5X4111 +21-7-0 2X4(A1) % 2X4(Al) R=528 U=381 W=3.5" R=528 U=381 W=3.5" L2-0-0� 3-1-12 a�E 5-8-8 j L-2-0-0---:;,J L 1-5-7 >I 3-10-1 3-10-1 1-5-7_p- 8- 6-0-0 'f` 6-0-0 12-0-0 Over 4 Supports R=141 PLF U=102 PLF W=5-8-8 R=103 PLF U=74 PLF W-5-8-8 00 ..� R:Fja PLT TYP. Wave TPI Design Crit: TPI-1995(STD) ••••••�iFIC••••y�, ' h.. FL 3 R Scale =.375" Ft. "WARNING-ES I"ITI`I1J`(BUILDING RE COMPOMENTASAFERE NYFINF0R11ATLION),HPUOILISIIED BY IIPIN(IRUSSG. TPLAi„^INS7DI IUlE!NSHi PC • �•� TC LL 20.0 PSF REF R151 422 NAD 150NILIlI1RS'1]1!A)TFO RDDSAFEIDY IVRAI:I II:E ST PP II]RAN D Pf PI OHpIINGtion" THi SE FUNCI IUM S`COI AUNMF IE' OIL RWI SEA. 6300 F I NUICAIED:C SE LN 0.59687 1 TOP LOWR0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM C,110P.D SHALL IIAVE A PR ORIRIY ATTACHED 1y , T C D L 7.0 PSF DATE 10/28/04 RIGID CEILING. "' • - ` BC DL 5.0 PSF DRW HCUSR151 04302029 -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO TILE INSTALLATION C,ONIRACTOR. AIPINF ENf,IMFFRFO STA E OF ALPINE P ID11CIS. IMI. SHALL NOT DE PESPONSIHLE F(IR ANY DFVIA7ION FROM 11115 DF SIGN: ANY FAILURE TD HUILD ,IIF �`pQ •' B C L L 1 0.0 PSF H C ENG RB/AF TRUSS IM C NI IIREIANCE WI TN TPG: 0A FANRICATING, IIn NDI INC,, SNI PI IMG. INSTALLING N BRAC INC OF TRUSSE,. ILSIHN CONIIP.M5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESICN SPEC. BY AFAPA) AND TP1. ALPINE � � - NNErIOP. PIAILS APE MADE OF 101 Ill (W,H/S/K) ASTM AGS( GRADE Al/fV0 (H. K/H.5) C,ALV SIIII. APPLY ; ••••• �• TOT.LD. 42.D PSF SEAN- 49467 PI Ifs 111 F II LACE OF TRUSS AND, UNI ESS IITHERl1I SF LOCAIFO ON IkIIS DFSiffl, P1151T ION PER DRAWINGS I6OA-2. • ! ,� _ ___ __ :\NY INSPC 111N HT PLATES F(IL LOIIFD NY (1) SHALL BE PER ANNE% Al OF IPI( 2082 SFC.I. A SEAL H. lS Y AlpmeEngtneeredProducts, nC. DPAWINC. INDIC.AIFS ACCEPTANCE OF PPOFESSIONAL ENGINEEPINC,RE P" SOLELY FOR THE iPlISS COMPONkNT �„`{{,�, DUR.FAC. 1.25 FROM LR 1950 I nri' DFSIf .. ^PlL I T; SC OF THIS 0NP0NFN1 FOR Y R1111 DING IS THE RESPONSIB IIY OF 111E IC ^ -- �_ 111 ��e�a`keaines s�. 33844 g, Hulu p, ,, ,r.NFR P ...., .,e -.,. .., ..� �.rF ,.,, ,*t.;, �. �a>•c:vlN�s> � ;,4.0�'�-, J�_.= '�.1SHt•,,.s_ZO4trer._ FL Certificate of Authorization# I H I S UWG PRLPARLU LHUM UUMPU ILK INVUI ILUHU� 6 UIMtI-IVI%-1) �U O1"ILIICU tll IM.U,>J IIt K. (D1012 PALLS BAY -- LOT 32 PARADISE PRESERVE E2) Top chord 2x4 SP #2 N 120 mph wind, 23.23 ft mean hgt, ASCE 7-98, PART. ENC. 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: Deflection meets 1_/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 74 0.29 11.71 4X4= 8 F— X4=8F— � 8 5X7(R) III 5 5 1 +21-7 0 2 X 4(A 1) 2X4(Al)s —2-0-0—�I'j L---2-0-0-� 6-0-0 ATE 6-0-0 12-0-0 Over 2 Supports 'I R-625 U-436 W=3.5" R=625 U-436 W=3.5" •••.A�•. � 1. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04. g8 f T 17 FL 3 R - Scale =.37511 Ft. ••WARNING•" IRUSSFS RFOUIRE E%IPFME CARE IN FABRICATION. HANDING. SHIPPING. INSTAILING AND BRAC INC.. L- i 3 j C L L 2 0.0 P S F R E F R 1 5 1 423 BELL III 111:51 1.0 (BUILDING COMPONFNI SAFETY INFORMATION). PUBLISHFU BY TPI (IRUSS FLAIL INSTITUTE. SOI, • �. N'OIIO FRIH OR.. SUITE 200. MnDiSON. H! 5JZ19) AND WIC.A IWOOD TRUSS COUNCIL OF AMERICA, 6100 ENIERPRISF LN�• a MAD SHIN. !11 S1]In, FOR SAFE IY PP AftlCCS PP 1OR TO PEP'ORMIND THESE FII NOTION S. UNLESS OTHERWISE INU ICAIE Ui • �. �T �' T C D L 7.0 P S F DATE 1 0/28/04 IIP CII URD SII ALL HAVE PROPERLY AI TAI.IIFD STRUCTURAL PANELS ANI)BOTTOM CHORD SHALL HAVE A PRU PERLY AT TAf.HED( • _ RIGID CEILING. L' BC DL 5.0 PSF DRW HCUSR151 04302031 AAIMPORTANTAA FURNISH A COPY OT THIS DESIGN TO IHC INSIALLAIION CONIRACIUR. ALPINE ENGINEERED = • C OF PI 01,11:15. 111:. SHALL NOI HE RFSPONSIULL FOR ANY DFVIATInN FROM TITS DESIGN: ANY FAILURF TD BDIID IHE B C L L 10.0 P S F H C-E N G RB/AF ALPINE 1111155 I11 NI ORI LI N I'F WI T)1 TPI: OR FABR IC A'ING. HANDL IDG. SII I PPIN G. INSTALLING 6 BPAC ING OF IR us SE S. ' (� �/ •••• DI SIGN f,(N1 1P NS 1!1111 APPLICARCE PRO/VISIONS OF NUS (NATIONAL DESIGN SPEC, BY AFNPA) ANO IPI. ALPINE --- .Ol FCI OF PI.AT FS ,RE MADE OF 2O/111,16GA (M.NVSVN) ASTM A653 GRADE AD,6D (W, K/ILS) GAL V- S1 U7. APPLY ' ..a..• . TOT LD. 42.0 PSF SEAN- 49470 IIAIFC 11 F II FA:E OF TRUSS ANO. UNLESS OTI{E RHISE LOCAIEU ON THIS UESIGN, 1'1I'S'"iTION PEP DRAWINGS I6UA Z. ARIDING :T InN nl PLATES FOtLOHFO BY (i) SIInLL BE PFR nI1NF% Al OF 1P II-2002 SLC.:1. A SF n1, ON IVIS 71pineEngineeredProducts, nc. DOAHING IHHII:AIES nfCEP1ANCF OF PPOFTSSIONAL ENf,INEfPINf,RESPONSIBIIIIV SOLEIY 'OR 111E IRUSS COMPUNENI ), ,♦ DDR.FAC. 1.25 FROM LR t9$� itPV nilVe pl Slf c1 O IH OIL IIY ISr Of TII IS ONPO N1N1 OR Y BU II.OINf. 11 IIIE RESP(INSIBILITY 01 THE 7ct � , k. aine8 sssaa BDI ,. ;GNLR R y Pl L .� �- <.�.:.�. �,�.��IN p�,..4.0 n:..,., Jl g 1SHt....._Z04k, FL Certlficat.,0 Ut orization b rnln uw� rn�rDneu rnuil wllrulcn .n.u1 (ivnuo a vl��u.olo,�) ��o„I��w v ��.,,__ ���.. (D1012 PAULS BAY LOT 32 PARADISE PRESERVE - G1) Top chord 2x4 SP y2 N 120 mph wind, 23.81 ft mean hgt, ASCE 7 98, PART. ENC. 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. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.16 to 54 PLF at 0.00 BC 75 0.29 16.21 TC From 154 PLF at 0.00 to 154 PLF at 10.10 TC From 54 PLF at 10.10 to 54 PLF at 18.66 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -2.16 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 30 PLF at 0.00 to 30 PLF at 16.50 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at 16.50 to 4 PLF at 18.66 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. See DRW HCUSR001 02086012 for gable details. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4= 3X31 3X5�i 5X9# 8 F- 8 3X3% 3X3% + + + 21-7-0 3X8= 3X5= 2X4 (Al) = 2X4(Al) L,2-0-0>J LE2-0-0.3,J 0-LO�ibi- 6 11-1 11 6 0�4 6-4-12 _l 16-6-0 Over 2 Supports 'd R=389 PLF U=280 PLF W=4-9-8 R=773 U=557 W=3.5" Note: A1.1 Plates Are 1.5X4 Except As Shown. ,.�'Allt PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04"r0 t1R,. '••• Y� FL/-/3/-/-/R/- Scale =.25" Ft. -WARNING- TPOSSF.S REQUIRE FYIPEME f'ARF IN FABPIf 11011, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 PSF REF R 1 5 1-- 424 RFFFI? I1 UCSI l-Ot (OUILUING CUNPUNF IIT SAFETY INF TINM AT ION). PUNL ISHEO NY IPI ITRUSS PLATE INSTITUTE. SAT • ,.HN TO III UR., SU I1F 200, MAD IS?iN, WI 57719) AND WTf,A (HOOD TRUSS CDUNf.iL OI AMFR If,A, 6700 ENTEPPR ISE LN, 4114 596a7MADISOII, 11151719) FUR SAFETY PP.AClICES PRIOR lU PERFORMINf.THESE fI1NC110NS. I/NLESS BINERWISE INDICATED. TC DL 7.0 PSF DATE 10/28/04IUP 0110RU SIIALL IIAYE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTIOH MIND SHALL FIAVE A PROPERLY ATTACHEDRIGIII CE II.I NG. T[ DF BC DL 5.0 PSF DRW HCUSR151 04302032 IMPORTANT**FURNISH A COPY BF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED [ (� {� (�ALPINE IFIT TRUSSTHUf IN 1.CONIORMnNCFLN ITH BPIRESPONSURLf ABRICAT INDCVIIAN1)1 IING, SHIPPING. INSTALL INI C.IIIII DESIGN: GYAF BRACINGFOFB IRUSSES. B" LL 1D'D PSF HC_ENU RB/AF OMTWIFN APPLICASL[ PPVYISIUNS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND1P1. ALPINE - j�BR P1.ATFS ARF MADE BF 711„R/I6 GA (W,H15 ASTM A657 GRADE EO/6U (N. K/il,S) GALV. STEEL. APPLY . TDT L D 42 O PSF SEVN- 49474 PLAITS IOEACHFACE OF TRUS .6110. UNIkSS OTHERNISF LOCATED UN IVIS DESIGN. 1'OSIIION PER DPANINGS IF)BA-2.I ine En ineered Products, nC. ANY INSPECIION OF PLATES FDLLO14ED BY (1) SIIALL BE PER ANILEX A301TPII 2002 SEC.3. A SEAL ON THISP 1950Marle �Flve ORANING INIIIfATES ACCEPLANCE 0i PPOFESSIONAt ENf,IN(ERING RESPONSIBILItY SOLCLYFOR THETUSSffIMP11NENi ,�{ DUR.FAC. 1.25 FROM LRNF TQE wines 33844 Bun NER r PI i sI N 4.D J 1 S H Z D 4�'YlFicate Y`i.UT lZatIOT '3`S.Y:'..,.. UESIf llO11N" ill ITABILITV A ASE )F THIS C'1hAIPA(INENT FOR DUILDINfi I1 1HE RESPIIN t TY n<< h' <' �•mz> t"4 yr _: - ,4 I M1�, UWb HHtENHtU 101)6 I.V1-1 en IMYUI \L%-U3 a viI 0113111111) U,,,ll (01012 PAULS BAY LOT 32 PARADISE PRESERVE G2) Top chord 2x4 SP #2 N 120 mph wind. 23.98 ft mean hgt, ASCE 7 98, PART. ENC. 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: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 118 0.29 16.21 4X4= 1.5X4o'- 1.5M4 8F— � 8 21 7 0 3X8= 2 X4 X8=2X4(Al) = 2X4(Al) L<-2-0-0� L<-2-0-0-3;,J I, 8-3-0 ,I, 8-3-0 _I 16-6-0 Over 2 Supports R=814 U (D1012-PAULS BAY - LOT 32 PARADISE PRESERVE - G3) Top chord 2x4 SP y2 N SPECIAL LOADS Bot chord 2x6 SP V N ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) Webs 2x4 SP #3 TC From 54 PLF at 0.00 to 54 PLF at 16.50 BC From 30 PLF at 0.00 to 30 PLF at 16.50 120 mph wind, 24.70 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not BC 894 LB Conc. Load at 8.56 located within 4.50 ft from roof edge, 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) Deflection meets L/360 live and L/240 total load. BC 83 0.29 16.21 4X4= 1.5X4 1.5X4% 8 F 8 }21-7-0 5X7= i" 2X5 (Al) = 2X5(Al) 8-3-0 I 8-3-0 16-6-0 Over 2 Supports 'I R-1122 U=796 W-3.5" R=1157 U=821 W=3.511 {111 1 l T6VjA a � 1N. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.G4.WO-6;.40IFIL : ;OT 10>1 FL 3 R - Scale "R NARNI1"0[51111(t3F(9VILDING C OMPONE111A-ATE NYFINRUPMAIITNN),IIPURIISIIIIED NY 1111 N(IRUSS IPLn11EGINSo)TPUTV F583C, ' TC LL 20.0 PSF REF R151 426 _ r : c �s L. D'II"IIFP IH DR., SUI IE 200. MADISON, WI 53719) AND WICA (W000 TRUSS 1:0UN1:IL (IE AMER If.A, 63110 ENTFP.PR IS LNr : p b96St /` 8/04 IIA SIIII, WI sT]19) FOR SAFETY PP nCTICES PP.IOR IU PERFORMING THF SF EUNCfIONS. WNI ESS OTHERWISE INDI CRIED T C D L 7.D PSF DATE 1 D/2 8/O 4 IUP I:IIOPU SIO11L DAVE PROPERLY A1TACIIFD SIRUCIURAL PANELS AND NDIIOM CHORD SIIALL HAV[ A PR UP RLY ATTACIIED, • �_ RIGID 1.E IL ING. i TAT[OF BC DL 5.0 PSF DRW HCUSR151 04302034 *'IMPORTANT" IOPHISH A COPY OF FHIS DE51GN TO TUE INSTALLATION CONIRAC.TOR. AIPINE ENGINEERED • (I� • . (` (` LJ(` (� p I'P II DUI.15. IN SIIALL NUF BE RESPONS IDI' FOP, ANY UCVIAI ION EROM 71115 DESIGN: ANY FAILURE TD RU11U THE ' . ��• .� BC LL 10.0 PSF 111+-ENG RU/AF ALPINE RU55 IN NI)1H\IICI Wf EH TP1: 0P FnHR ICA'ING, IInHI/L IN(i. SIIIPPINf, IHS TAIL ING F aRAf,ING OF 1RUSSF S. l Y DE SII:N CANT URNS HIM A"RE ICADLC PP OY/S IONS OF NDS INA,IUNAL DESIGN SPE1, NY AT RP A) AND 11'1. AS � � ' ----._...__ CUNNFC IOP PI Alf ARE MADE OF 2U/Itl/1fiGA (IJ,II/S/K) ASTM AG5:1 GRAVE •IR/GO (IJ, K/N.S) GAL Y. SIF.fI. APPLY i TOT.LD. 42.0 PSF SEAN 49507 PLA IF IO E CII FA1F OF TRUSS AND, IIEllE55 OIUE PWI SF LUCA110 ON 11115 VES IGN. VO5I ETON PEN DRAWINGS )60A-2. - – -- – ---.--_.... _....—_.. 71pine Enineered Products, nC. ANY IN'I'1 IION III PIAIFS FIILLOWFD DY (i) INAII DE PER ANNEX A3 OF I111 2002 SE1.1, A SEAL TIN THIS `S ORA41nIG IIIIIPAIES AI CEPIANCE UT RPOFFSSToNAL INGINEEPING RESPUHS1911IIY SOLELY TUR THE iNN55 CUMPDNE"1 •a, /++► D U R.FAC. 1.25 FROM LR _ 1950 rI Dnve OFSIL 5W'WN INF SIIITAPiL TTY ANO IISF ` Y OF TIIE OF THIS 1111110"1"1 EOR nMY DTIII OLNf. I5 TIIE PESPON5181L IT .sines 11R44 Hu11I *lµ cxFa ra.n„.,.PI ) 5 .:,�,,. x>,;.� .Yr �: Z04� FL Cert ficate t uuz",z.lion�/ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY IRUSS MIR. (01012-PAULS BAY LOT 32 PARADISE PRESERVE - H1) Top chord 2x4 SP #2 N 120 mph wind, 24.64 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL 3.5 psf, wind Webs 2x4 SP 113 BC DL=2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTUI;AL PANELS OR RIGID CEILING USE PURLINS: (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.16 to 54 PLF at 0.00 BC 120 0.29 21.21 TC From 154 PLF at 0.00 to 154 PLF at 21.50 BC From 4 PLF at 2.16 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load. BC From 30 PLF at 0.00 to 30 PLF at 21.50 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. Shim all supports to solid bearing. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. See DRW HCUSR001 02086012 for gable details. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS 4X4—= LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. g 8 F— + // 25-11-5 5X7 (R) III + 3X3! 3X3�� 3X8�i + + 5 5 1 3X8o� +21-7-0 i 2X4(Al) 2X4(A1) R=159 PLF U=115 PLF W=10-5-8 R=583 U=421 W=3.5" L2-0-0111 5-6-4 SIE 10-5-8 —I 0-8 8 81-5-7 1 5 8 i t I 8-7-1 8-7-1 I � I 10-9-0 10-9-0 21-6-0 Over 4 Supports R=135 PLF U=97 PLF W=10-5-8 R=415 U=300. W=3.5" - Note: All Plates Are 1.5X4 Except As Shown. %%% °tt;. r.. IVa R:•l��ay��..�, PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.04.0 Y ,1 FL 3 R Scale "WARNING" IPUSSES RFOUIP1 fAIPENF CARE IN FABRI,.ALION. PIANO I INO. SHIPPING, INSTALLING AND BRACING.. i � �j R[111 11111/51 1-N (BUILDING COTIPONFNT SAFEfY INFORMATION). PUDLISHEO BY IPI (TRUSS PLATE INSTITUTE, 5R3 'r� �, T C L L 20.0 P S F R E F R 1 5 1-- 427 FOUR PAR 2 0. ICA RUSS OUF IIIPI-N' SII All SIIAVF PR OPE RLYI AIINACIIE DSS TP)f,I URa LIIP ANELSDAN0 IBUITOMOUNIIRD SII AI MER,VE AN PRIIPFRL YR AR TAG,IIF D C HAD ISDN. 111 5,119) FOR SAFETY PPAClif ES PRIOP TU PERFORMING THESE IUII f,i IONS. II NI FSS OTMERNI SE IND ICATED.0 ; o.59857 ;�' .,. TC OL 7 0 PSF DATE 10/28/04 NIGID CC II IN(; • -- -- BC DL 5.0 PSF DRW HCUSR151 04302035 'IMPORTANT"FURNISH A COPY of rHIS IIESIGN To TOF INSTALLATION CON 1-I.R. AI.PInE ENGINEERED t r C OF. /` ALPINE '"Iql°CIS INf. SIIAII. NOT BE PF SPOfISIRtF FOR ANY oIVIATInN IRON TIIIS DESIGN: ANY FAILURE I1IBURR THF B C L L 1 0.0 P S F _ H C-ENG RB/AF ILII SS IN OnF ORMANC f. LII III TPI: OR IABP If.AT IN G,, IIA HOLING, SIIIPP IMG, INSTALLING 8 DRnG TNG OF IR USSE S. ••�' R1a�•�� DESIGN C�III HRMS WI III APPL I CARLE PP.OVISIONS OF NOS (NAF IONAL DESIGN SPEC, RY AT ARA) ANO TPI. ALPINE I,HNltllq PI,,IFS A1F MADE OF 111,18/JOG A III If/5/N) ASIH A65:,GRADI qD/All (I. R/H,S) GALY. SIF.(.1. APPLY � ' ......•.. TOT.LD. 4 2.0 PSF S E ON- 4 9 4 8 4 PI AILS li I Atll FA('F DF TR 1155 AUR. TIN I.E SS Of11E RH T SF LIC IED ON 11115 OFSIG.N PIGIIIOX PER DR ANINGS INDA'2. 71pine En,une.red Product,, FIC. ANY INSPf TION Of PI.ALFS FOLLI1HE11 qY 11) SIIALL PE PER AM NCX AJ Uf' fP 11 211112 Sr T A SEAL TIN THIS DDR.FAC 1 25 FROM LR )95Q .rinv TTll l'e IRn111 NG IND II.A IES ACCEP fnNGE OF CPOlFSSIONAL ENGINCFP11f RE SPNuvBnIIILDING 111 ELY FOR if1F 1RU55 COMIn'N;NE , ,` f IIT SI "". i! "9IL I1Y OF THI """'"rNl FIIR IF RT SPON51 IiIY a v,:laines 3384 sr' nu 11 .:a SI eNFe .. :TPf f �:. x„ ''*...'rN C t C I N :::: 4.OLJ L S FHI Z O . ..:. I H11 UWU PHEPARLU FHUM EUMPU ILK INV UI (LUAUS R UIMGINJI UN ) JLIDM1I Ito NI InF�l I'll 0. (D1012-PAULS BAY LOT 32 PARADISE PRESERVE H2) Top chord 2x4 SP lf2 N 120 mph wind, 24.82 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL--3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. Calculated horizontal deflection is 0.29" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.12" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 60 0.29 10.75 Deflection meets L/360 live and L/240 total load. BC 57 10.75 21.21 4X4=- 3 X 5% X4=3X5% 3X5 8 8 F- 6- 1 1.5X4111 5 L- 2170 3X5 (A1) 3X5(A1 L<-2-0-0–>j 10-9-0 ATE 10-9-0 '1 21-6-0 Over 2 Supports '1 R-1031 U=722 W=3.51' R-895 U-619 W=3.5" pit R. � L cryA PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.014. ��� 'r l', 16 FL 3 R Scale =[.312511 pFt. —WARNING"IURC51TRUSSES IBUI REQUIRE DING CDHPOlIIEHT­PF SAFE IY fINFORi1A1 II)N),IIPURL ISIICD DY SHIPPING. (IP.USS TPLAIC,INStAND I1RAC UlE'N507'rC �G. •4� ���� ''j TC LL 20.0 PSF REF R151 420 O'ONIIEP.IO SUIIE 200. MADISON, WI 51]L9) All InCA (110OD TRUSS I;nI1NC IL UE AMCR 1f,A. 6x00 ENTERPRISE LNE. MAIII SOII. 1!I 61719) FOP. SAFETY PR'IT ICES FIR R TO PEPI DRM ING THESE ENNI ON UN, .E51 OTHEPW." .SE IND ICAI ED• _59687 �X�' <<. TC DL 7.0 PSF DATE 10/28/04 IOP CHARD SIIAI.1 HAVE PROPERLY AIIACIIED GIRUC,IURAL PANELS AND NDFTOM CIIIIRD SHALL IIA'E A PROPERLY ATTACIIFD, .� RIGID CETI.ING. �(ATE OF OF BC DL 5.0 PSF DRW HCUSR151 04302036 MPORTANT`•FURNISH A COPY Of THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPINE ENGINEERED! • (` PP000f 15, IHI.. SIIALL NOT OF RFSPIINSIDLE FOR ANY DEVIAIIIIN FROM THIS DESIGN; ANV FAILURE TO'"I'D LHE • • BC LL 10.0 PSF HC ENG RB/AF ALPINE TRUSS IN f Ifll I.RFIAU(,E WIIH TPI: UP FARP.ICATING, IIANDI ING. SHIPPING. INSTALI IN R BRACING U- IPP SSf S. DESIGN CDNI IIP.MS 41711 APP'INAR11 PRD'I S IONS OF NDS (NAI(ORAL DESIGN 1110. RY AFRPA) AND IPI, ALPINE 1-OHNE I:TOP Pt 11 ARE MADE DF 20(IH/Ifif.A (W,H/5/K) ASTFI`651 GRADE 40/60 (W. X(11.5) GALV. SIFEL. APPIY ..... . TOT.LD 42.0 PSF SEAN- 49487 I'IAIES ID LAF11 IACE 0to T TRUSS AlID. ONI ESS OTHENW ISC IDC A 1,0 ON 11115 DESIGN. PIIS 11104 PEP DRAWINGS 160A Z. • `� — ------ - -- 71pin�c En rineered Products, nC. ANY 114SPI CI ION OF PLATES TOLLDHFD DV (I) SHALL RE PER ANNEM Al IF IPII 2002 SEC,.1. A SF AL ON 1111S {/�/11-11111 TNDHATESIIIACCFPTARILILTV PNDf OSfIONAIHISGINFERIENIREORONSTRIIIIIDIHG01111TflF11PETHEXSiUSS COMPONENT •' ,, OUR FAC 1.25 FROM LR 1950 rtev Drive _ - — --- - :wines x.33$44 PD 11L #st.4:k1,HER r .IPI I =#s;,,.:. - 7Ct , :� C„w:1--1NL�.;wie,. 4.0 V�”. :.:.ISH ..., ;:._L 04 r,e .z .;r. FL ertificate 4 oriza'i n1`'` THIS DWG PREPARED FROM COMPUIER INPUT (LUAUS G ULPILN�IUNJ) �OBMIIILU BY IRUA� TiFH. (D1012 PAULS BAY - LOT 32 PARADISE PRESERVE - H3) Top chord 2x4 SP #2 N 120 mph wind, 24.82 ft mean hgt, ASCE 7 98, PART. INC. 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. Calculated horizontal deflection is 0.29" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.12" due to dead load. CHORD SPACING(IN OC) START(FT) END(FI) BC 60 0.29 10.75 Deflection meets L/360 live and L/240 total load. BC 57 10.75 21.25 HANGER SIMPSON'S HUS26. FILL ALL NAIL HOLES. 4X4(R) III NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5-i 3X5 0� 8 8 6X6= 5 1.5X4111 1.5X4111 5i— 21 7 0 3X5 (Al) 3X5 (A1) L<-2-0-0-�;;,j 10-9-0 3�E 10-9-0 �l 21-6-0 Over 2 Supports _I R=1033 U-723 W=3.511 R-894 U-618 1 111f1t.i��L •...y PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 �r0 ���Z{fl ...........%_ Y� FL/-13/-/-/R/- Scale =.312511 Ft. *'"WARNING'• IPIISSF'.s REGIA RE E%IP ERIE EARL IN FARR I CAI ION, HANDI ING. SHIPPING. INSTALIING AND BRACING. ( � ►� } I'll1 TII HCSI l-11 1111101X611,B4ONLNI S.,FEIY INFUOMATION). PUOLISHEII IIY Irl (TRUSS PLATE INSTIIViE, 503 r . 6 4 . -, TC LL 20.0 PSI REF R151-- 429 O'ONIITR IO 1R.. SUITE 2IT MAOI SIItI. WI 1111°) AND NTCA 11111111 TR 1155 COUNf.II. OF AMLR If.A. 6300 ENTERPR TSC LN, f • yy 'J 11ZISON. ITL 5M", FOR SAFELY PRAG,IICFS I'RIUR 10 PE RI MI"` INESE IGONE;LING' UNLESS OTHERWISE INDICAIED,t � � NY 9887 : TC DL 7.0 PSF DATE 10/28/04 IOP CIIOPD SIIALL HAVE PROPERLY ATTnCITED STRUCIURAL PANILS ANTI NOITOM CIIOPD SOALI IIAVE A PROPERLY ATTACHID ( y • .`7 RIGID r.E MNG. '/i :1 -- -- — -- IMPORTANT— FUPNISH A COPY OF THIS DESIGN TO THE INSIAI.LAII.N r11NTRAr,IOR. ALPINE ENGINEERED 1 SWAT[OF BC DL 5.0 PSF DRW HCUSR151 04302037 IP.❑-LCIS. LNC. SHALL NOT RE 111111NSIRLL TOP ANY DIVTATIOH FROM TN 15 UC 51 GN; ANY FAILURF IO BUILD THE • ^ ••: • BC LL 1 0.0 0 PSF HC-ENG RB/AF ALPINE RU55 IH EtiNI VRMANC[ HITH TP1: UP lnxP ICAtING. It IT SGIPI ING. INS TALL INC,&NN AC ING IIF IN USSE S. UESIGN 1:0HI 1RMS NITII APPL ICADIE rPnV IS10HS OF.NDS (NAI FONAL DESIGN SPEC. DY AF&PA) AND TRT. ALPINE - --'"—- 1ON11I1101' PiATCS ARE MADE OF 211/7A/I6f7 (I1,H/S/K) ASTM Afirl GRADE d0/M1 (Il, K/H.S) GALV. STEEL. APPLY , -•.......••' • TOT.LD. 42.0 PSF SE ON- 49503 HATES TO ',,Ali"A OT TRUSS AFlD, Urii FSS O1xERWISI L11CAIIO ON LUIS 1ESIG/1, POST tION PCR ORnw INGS 160A-7 , ANY INSPL'11:N IIF PIATES I'll-G11%GY (i) SHALL flE PFR ANNE% A3 IIF IP11 Jf111? SFr.], A SEAL CIN THIS IpineEngineeredProducts, nc. DPAWIIII, IHOICATES ACCFPIANrE UI PP TTSSIOIIAL ENGIHFERIMG RESPONSIO1111Y SOLELY IOR TOF IPI/S5 COMPONLNI , DUR.FAC. 1.25 FROM LR 1450 lav n,i,e �•�� .. u nF THIS wO rNl FOR 1111 DING TSC RESPONSMI TTY Of THE DFvr nl 11 IIY n -wines `x33844 FL Certificate fAuthorizafion��`,. Runl �a-w�:<.e::r,xFR P ,hm;,. rl I s M-iil1, ..t.1— �,,.�A�Ct �r.� �sIa:�.;- ean,..;,.IN( :..sem ;4.0�,, L] <l SH ,.Y. . Z04s..<.; I M1�, UWG F'Kt.MAKLU ERUM L.UMFUILN 1NRU1 tt-W\U� 6 UI MtIY]1 UI-) JUnrll IILU tli (D1012 PAULS BAY - LOT 32 PARADISE PRESERVE H4) Top chord 2x4 SP fit N 120 mph wind, 24.64 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.16 to 54 PLF at 0.00 BC 120 0.29 21.21 TC From 154 PLF at 0.00 to 154 PLF at 21.50 TC From 54 PLF at 21.50 to 54 PLF at 23.66 Deflection meets L/360 live and L1240 total load. BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 21.50 Shim all supports to solid bearing. BC From 4 PLF at 21.50 to 4 PLF at 23.66 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE See DRW HCUSR001 02086015 for gable details. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS F MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4=- DESIGNED BY THE BUILDING DESIGNER. + + T'"+25-11 5 8 � + 5X7 (R) III + � e 3X3% + 3X3 3X8�i 5 5 3X8-- +21-7-0 2X4(A1) % 2X4(A1) -- �� 10-5-8 _1 L 2 0-0� L12 0-01 5-6-4 0 8-81-5-71-5-7 -8-8 8-7-1 IE 8 7 1 _�, ��� 10-9-0 10-9-0 21-6-0 Over 4 Supports R-160 PLF U=115 PLF W=10 5-8 R=130 PLF U=94 PLF W=10-5-8 R=581 U=419 W=3.5" R=581 U=419 W=3.5" +yGgL A� Note: All Plates Are 1.5X4 Except As Shown. ����VpR• lc:`;E PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0d. •• • . T 1 FL 3 R Scale =.25" Ft. `*WARNING- TRUSSES REQUIRE EXTPFITF CAPF IN FABRICATION. IIANOL ING. SII I PPI NG. INSTAI L ING AND BRACING. C- • 3 TC LL 20.0 PSF rfl EP IU 111:51 1-Oi (BUTT GING CONPONFNI SAF EtY TNI(1RRIAII(N). PUBL ISIIf II UY ipI (TRUSS PL AIE INSTITUTE, SB.l C �•� • REF 8151 430 IT NIIERIII BP.. 51111E 200, MADISON, UI 51719 AND NTCA (NOOU TRUSS CNIIN f,II OF AMCRICA, 610V ENTE P,PRISE LN • ! ! • (� 7 p MAD ISOtI, 111 51119) TOP SAFE tY rRACTI"S PRIOR 10 PERE 111?MING THESE FDNC(IONS. UNLE 55 OTHERWISE INDI CA TEOC fi98dT (-1. TC DL 7.0 PSF DATE 10/28/04 TOP (NOPD SHALL HAVE PROPERLY ATtACHFD STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( • y • It RIGID CL IF.ING. x i **IMPORTANT** IIIR NIGN A COPY OF THIS DESIGN TO 111E INSTALLATION EON TN Af,T 00.. AL PINT ENGINEERED SEAT[ BC DL 5.0 PSF DRW HCUSR151 04302046 OP ALPINE ROLIIIT1. INC. SHALL NOT UE Rf.SV11NSIBIE FOP ANY DEVIATION FROM III IS DFSIfN; ANY FAILURr 10 NIAID THE BC LL 10.0_ P S F HC ENG--RB/A F IMUS IN CONFORMANCE UITH TPI: (1R EABRIf.ATING, HA NII I.I NFT. 'III"PING. INSTALLIRG A BRACING OF TRUSSES. ^�y *��• ' _ CS BE .N CEI NF ORMS W1111 APPLICABLE PROVISIONS OE NUS (NATIONAL DESIGN SPEC. BY AFAPA) ANU TPC. ALPINE Q (� -_-_ -_-. fUII'c" R 1'LAIFS ARE MADF OF 2(1119i16GA IW,E"1K) ASTM A693 GRADE ,111!611 (W. K7H.S) GALV. STEEL. APPLY ••....••' �� TOT LD 42.0 PSF SETIN- 49513 PLAITS Tll EACH FACE OF TRUSS AND. ONL ESS OTHERWISE LOCAEEII ON Till'IIESIGN, POSITION PER DR AUINC.S LIDA-I- /� ---- - - -- 1 InCEnYineeredProducts, nC. ''NY IIISPFIIION IB PLATES FOLLOWED BY (I) SHALL BE PER ANNEX AB DF IVII-211112 SEC.!. A SEAL BN Tills �� ��� DDR.FA 1.25 FROM LR I- 7 UR ATI I IIF, INTI If A IES AFCEPTANCE OF PPOIESSIONAL ENGINEERING RESPONSIOII.IIY SOIELY FOR THF TRUSS COMPONENT 1950 Marley Drive OF SIG SIIO%IN. TILE SO I TAB IL I I Y AND USE OE TIT IS COMPONF NT FOR ANY Bit l ED ING IS THE RE SPICES IU 111 I Y OF THE ^ ,�+ �T1 -- --- -- ..Tines 33844 Bu1LO a ::xEP rE 1:T:,P1 I s sn--.v >.E,+rx.; rxi'a...: H...r.,�t;;. .�e ,v�Ise,==Ct mr`�. a..:�.� �.0' LIRIL JSH Z04 ., ert ficate o u orization ""� °`�.I N �' (ASCE 7 98 GABLE END DETAILS ,140 MPH,EXP C, PART. ENC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (**) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, 140 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-98, PART. ENCLOSED BLDG, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (**) GABLE STUDS CAT II, EXP. C. REQUIRE REINFORCING MEMBERS, REINFORCING MEMBERS MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GHN NAILS AT 4" Q.C. PLUS A CLUSTER OF SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND 0.131"X3" TOENAILS AT THE TOP AND BOTTOM CHORD.SEE DETAIL FOR NAILING. OTHER DATA NOT SHOWN HERE. SEE CHART FOR STUD BRACING AND SPACI14G OF VERTICALS. ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN "T"BRACE REQUIRED SPACING MAX.LENGTH BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. 2X4 SO. PINE #3 24"O.C. 2'- 1" 2X4 SO. PINE #3 16"O.C. 2'-10" +PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2X4 SO. PINE #3 12"O.C. 3'- 5" 2X6 SO. PINE #2 N 24"O.C. 5'- 0" NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO 2X6 SO. PINE #2 N 16"O.C. 6'- 2" THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF 2X6 SO. PINE #2 N 12"O.C. 7'- 1" THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X8 SO. PINE #2 N 24"O.C. 7'- 6" 2X8 SO. PINE #2 N 16"O.C. 91- 1" NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-160 2X8 SO. PINE #2 N 12"O.C. 10- 4" NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED 4" +++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. I ++ (4) -0.1311IX3.011 TOENAILS TO TOP AND BOTTOM CHORDS. PLYWOOD SHEATHING ) LADDER W/ I SIDE STEPS @ 24" O.C. I VIEW TRUSSES @ W2X4 .ALPINE 24" O.C. i ** PLATE �l 1'0" MAX OH I INCLUDES FACIA 12 SPECIAL VARIES GABLE 2X4 ** END TRUSS REINFORCING 2X6 OR 2X8 MEMBERBOTTOM REINFORCING ** MEMBER + VIEW I ** ** ** CEILING ++ ++� ++ GABLE STUD SPACING. •f ► I 24" O.0 MAX. SEE ABOVE TOP OR BOTTOM CHORD OF GABLE TRUSS. f I SPAN REOUI..1Ed �� GlA'�')Fa O.H. DETAIL: P Note: All Plates Are 2X4 Except As Shown. r t'., —� _ 140GS RI: REVISED "REINFORCING MEMBER" PLT TYP. Wave TPI 95 DLJ 07/06/2004 Design Criteria: TPI STD •16 �� HI 1 Scale `"WARNING" TP.USSES PEUUIRE f%lRf Mr 1'AFF IN FARPI(.AT[OH, HAND]ING. SHIPPING. INSTAI.I.ING AND BRACING. C- :�� �• RFEFR IO VLSI 1117 (BUILDING CUMI'IINENI SA"TY INIOP.FInTION), PUBLIS„FD DY ,PI (TRUSS PLATE INSTIIUIE. 58.1 4. T C L L 3 0.0 P S F R E F R 0 0 1- - 0 D IIB IIFP IO UV., SUI,f 20U. MADISON, WI 5'3711, ANp WTI:A (WOVU TRUSS COU NC,EL LIF AEIF.R ICA, 63UD ENTERPRISE I k „III Sn„, t!1 S1Z1O) FOR SAFE IY PRACTICES PRIOR iU PF Rf URMI Nf, FHE Sf "IN f,TIDNS. IINLESS R,IIL PIIISE INDICAiL , No.69887 �' �+ TC DL 15.0 PSF DATE 10/23/01 TOP LIIIIP.D SITAR HAVE PROPERLY ATIAC TIED SIRUC FIIRAL PANELS AND BOTTOM CHORD SIIALL HAVE A PROPCRI.Y ATTACHE ( y RIGID fFII INC, - ------ ------ r BC DL 10.0 PSF DRW HCUSR001 02086012 IMPORTANT** iIIPNISH A COPY OF IIIIS DESION TO IIIE INSTALLArIDH CLINIRACIOR. AI PINE FNGENEERr, 'Z •• STATE OF IR DII('18, IM, 111,111 NOT BE RESPOIISIRLF OR ANY UI':II1.11N FROM IIIIS UI51GN: ANY FAILURF 111 BUILD TOr ••• A : �1 BC LL 0.0_PSF HC-ENG /JWC ALPINE PI11S IN C NIORMANCE WITH TPI: UP FABRfCAIING. DANDIIIIG. SHIPPING,. INSIAILING 6 BRAZING Or TRUSSES. /�yy �]��j�,�(� P •• 11 SIFN I'.O NFUF MS FAIN APPI If,AHLr PPIIViSfOHS OE NDS (NAIIUNAI. DESIGN 1PFC. BY AFRPA) ANU TPI. At PINE 1VI,2VYLW`i� .IH N[:IIIII PI.AIDS ARE MADE OF PD/IB,16GA 111.H/S/K) AS I 11 16', C,R AD1 An,6O (W. K,H.S) GAL V. STEEL. APPLY ••....-••• ,� TOT LD. 55.0 PSF SEAN - 24104_____ FLAILS 111 fAl 11 FACE OF 1R USS ANI. UNITS)DIIIFRW ISL LOC,AItl) ON THIS OF<IIiN. P(ISIIIDN PIR DRAWING.$ I6OA-Z. � ` ._— -.-- _ —.-- .Y ANY INSPF IION OF PL ATE5 FOL I."DID DY 11) SIIALL BE VEN ANNE% A3 OF TPII )UU'1 SEL -1. A SEAL (IN 11115 ^'^"Ell blU TPS�rC1(IUCL`$,,In C. OR nIlIHf. IBI ICAIES AGI EPTANCE liF PV Oi FSS ILIMAI fNGI Nf ERING PE SPUN$,D II TTY S\I EIY FUR 111E INU SS CUMFUNINT ''��r' ,�,, OUR FAC 1.33 FROM HC _ SunesC .h.0 fiii 338` r=e? s�.OF 11G THE 'LIrY AI IIIIS :#.F FOR AL.. ,,sYt.ING TSC” ,-o NSIRI -sY THE / • �,t PIIIIU 'a...iOIFR PF .aa RI,AI , S&U,....�. kyr., JR �o,.=1SErR06I�.,- (GABLES - 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. E FOR VERTICAL WEBS LESS THAN 4'0": WIX4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. "* 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOQKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC, IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER, 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L/360 ----- 3'11" 5' 3" 7110" 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9" 7 4" 9' 6" 11' o" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5111" 8' 5" it, 0" TI' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4" ++ REFER TO TABLE FOR BRACING REQUIREMENTS. LADDER W ES @ STEPS @ 24" OC. TRUSS 24" O.C. �1 0_O' + (TYP) INCLUDES MAX FASCIA ** ALT. GABLE SHAPES: Over Continuous Support \U\28800 PLF Note: All Plates Are W2X4 Except As Shown. `'`��,; �►VRR�•F/,� �,;F.i R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI STD l6 t:1 HI/1/-/-/-/R/- Scale =.375" Ft. MING— IP,HSSFS PEOUINE LXTPFMF CAPF IN FARPICWHII, HANOI.ING, SIIIPPING. INSIAII ING AND BRACING, t. • • '.3 NF11.I! IO BF 11 I-O3 (BUILDING CUMpONENI SAFETY INFORMATION). PUBLISHED BY 1P1 (TRUSS PLAIT INSTITUTE. 583 : 04. -�. TC LL P S F R E F R 0 0 1--0 O'ONUFR Irl DP., SUITE 200. Mn01SUN. Nl 537191 AND HT CA (WM10 iR U55 CININf,1L OF AMERICA. E,3O0 FN7CRPRlSE Ln._ • �O•����� •* C 1 IIUPICHIIi P.DI1 SIIALL1 HAVE PROPERLY AIIACHEDAC S PRIOR TO SIRLICIURALP PANCLSING AND FBisE BOTIHM I(BONDNs.SHAI_I UNLESS HAVE ATDERWISE PP.1IPERLYlNDICA A111ACBF ( i' • -TC DL PSF DATE 11/02/01 li t *IMPORTANT**FURNISH A COPY OF THIS HESTON TO THE INSTALLATION FONIRAI'FDR. ALPINE FNGINEERE. IT OF BC DL PSF DRW HCUSROOI 02086015 *UP 01111l'IS. TNI;. SHALL NOT BE PL SPUNSIpI LAPP . rH, ANY LIVIAlION FpHM 741IS Uf SIGN; ANY FAII_UPE TU BUILD itil (� /��II ALPINE RI155 IN t11OP.MANCF WITH TP1: OR FnBPIcnrIN . IIANDI INf,, SIIIPIIIIG, INStALL1Nli 6 BP ACINf,OF TRUSSES. / OQ ••• BC LL P S F HC JWC _ DESIGN CONI OPHIS 411 IN APPLICABLE PPOVISIUNS OF NUS (NATIONAL DESIGN SPEC, BY AFAPA) AND IPI. ALPINE •1 OYZ •• , —' "-- -- - fONNF(:TOP I'IATCS ARE MADE OF 2(1/18/16GA (W.H/S/K) AS IM A653 GRADE 1 iti(1 (W. Y./D.S) DALY. STCEL. APPLY ••••• TOT.LD 60.0 PSF SEON 24860 PLAf[S TO I1('11 FnCF Of FR USS ANN. IINLE SS ""ERNISE CUCAIED ON THIS UFSIGN. PO5ITIHN PFR OPM1W}NGS ifi OA-Z. •• �, ANY IN SPE F.1)UN OF PIA ITS EBLI OWID BY Ii) SIIALI BE PER ANNCX A3 DF II II-ILE? SE C.1. A SEAL ON THIS Alpine EngineeredProducts,Inc. WADING IHDI(AILS ACCEPTANCE OFPPOFESSIONILENOCHMPRNFNTRHHROANYHBIILDINC,OIISIIIIFOR REINONS18ISCOHPONTNE �,,f ,`i DUR.FAC. 1.25 UFSIGN St104N IMF SUITABIL I FY AND I15F --- —, +. . ,esc a, 33s4 ::BUT1D'U'. ,"p PE :,w ;I L SF ;•v. •.ta.: w.; 3.... y_:_t �.�TNG " .0" JR 1S9P " R06 LORIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 11/ 3 / 2004 Re: Lot 32 Paradise Preserve, Jax. Beach, 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-4 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 wall segments will distribute the designated shear forces based upon their rigidities, e) 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 i 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. Since Louis . abriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 32 PARADISE PRESERVE, JACKSONVILLE 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: NOVEMBER 12'' , 2004 .Sh et/ of �� StuYa�.. q thin bu�CS fuLt ce - e sop o,o T(,LA mocl S�c�nn 'CA tie . to AA .A lt t _ P4 .O - � le o�is.Less wtaio `" � ZS . D.G., No{ ° . � rt- � Zoo DATE: Sheet Z of LO t 17.1 a ►s� Qczs �. W Lv+d Set �us r) 5 tf A4wv Lzjj +L- (vo' 24S Cxf e) N o > Im?Oxt m(Q io'ctot, I 1•o oswr� : es / boi,+e- 13)&(6t o s i ts'v% e /Ne) . s F e a t � Yt a�1 ta►,.�" L `��� ,�v t b �OVICYuh�- CAM fV<'Yr'"n �:u C v ��4�w•w► TIG p F to WXA,�, Pf t7e� 51OWn Ik{NFkBtlliiflE S01HfLMIJ4E 00 V FIrSfl _ (ilea)IP TYPE Panel Spam15 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span <4ft <6.ft <aft 2 12#6 Wood ScreW3 16 16 12 g 212#S Wood Screw33 16 16 16 12 Double-Headed Nails4 12 6 4 3 Si:1 inch--25.4 mm 1 foot=305 mm Notes: t. This table is based on amaximum Wind spa"4f 1201tIpA(5&MW and mpn roof Iteigpt of 39 feet(10 m)or toss. I Fasteners shall l ip cu opllt>¢inEl".44 of O*Woad;W.Wd MW. 3. Where screws an ta'tpa tifylle"W: O*y sha be attached using vibration-M&Want anchors having a minimum witbdraWal w Dae . ity of 490 0,E? • 4. Nails shall be tfltl eadlYaon or ltd Fiat.dip1R.F+4ltaih. c� O.p1 S `t.c. 5 tyW-JOA4- tNtE b�- �;s po�c t•► ops �� �� / ��� t`(�MC• uPLift OA F s�,� Cco rAftt c"UZ Co5.�1 sA MOW. wi-kLA faA) Q For 8 d c wWnvV N.Jro•�- pu - ez lbs .:�. c�5•y��2�c�.��- �5.� !bs v jlA ft- p&r ir`t• rA 1� w resist s tc�tiGaV'! 1 It ') �waflWt V Fly , Ge wRowP))/(( t,•xcS i;:t,)j Sheet • of DATE: - P- 304412--) ( loua2 i bac � / �, loo Al-,, v 4) � sty �`" ; s s H ,`"s, 400) p-fv\r\ - v o i o - ssA 1264 3 F -:�:-)J/A- elf ov tC"I /� . .53� 2 1,56 ?Pf wt 5 Ro v-�v (o oC3� AUw•Tem i►n► Tl I�z �A 36 Pjottsssec- or . O . i fA•b �� o e r N�.�, CIA f- � z 15Do psl F� = 3%o0o pS, A : 74 —� A l lv- j Tom►s w, = z 19 o 16; o r -1-10 Ib-\ E-- C cryo E:YL—'t S 1F 2��c �C!�$ isk ro+J 5teeL A36 �.�1aSh�rs ar�ut Fb Pu1J =2?-- s fs c F-61. (uoobl) A oo 545 psi -��-La.Qtuw•)� C9oa)LI.3?) = 532 p bi � 5qS psi = �x�t-%- - M,r �„t= (o•9"r) Co--T'5�Czl5XS4�)(!.!4)=40 )6i,.j:- Fb =Ml:s =oto io-OdZ6 ° fn1 _ 5�ear Aid 1 �Stw1 Ov\ Rm(,l ur ZoUS :— 3 1 p '``"�C• } . d• A-LLvw a 6le -Ft,40 v-, Lr-^ 72. 43L --� Ft _ 1A40 16T (sce above) A Lluw dole Ilz. + A3 6. ho lb = 350 Fm Ab . or o•IZ Rb F� /=1 �i����J � 5►�car= 35o`�(Cr500)C0-i? = 1957 16s o Y �0��-((►2. �o- )E 36,aoo) = 8 +`� )6s ASCE 7-98 Main Wind Force Resisting System h:5 60 ft. Figure 6-4 External Pressure Coefficients,GC r Enclosed,Partially Enclosed Buildings Walls & Gable Roof ® 4 6 3E / O 3E O 4E i 4E 6E 2E ! >, y' 2E 8 9 rr 5 t lE 5E a lE CASE A CASE B DIRECTION WIND DIRECTION l i RANGE RANGE i t CASE A Roof Angle 8 Building Surface � 4Y (degrees) 1 2 3 4 lE 2E 3E 4E tflt 0-5 0.40 -0.69 -0.37 -0,29 0.61 ' -1.07 -0.53 -0.43 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 30-45 0.56 0.21 -0.43 -0.37 0.69 0.27 -0.53 -0.48 y �' 90 0.56 0.56 -0.37 -0.370.69 0.69 -0.48 -0.48 'T"t CASE B { pM14 Roof Building Surface Angle 0 (degrees) 1 2 3 4 5 6 1E 2E 3E 4E 5E 6E 0-90 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43 Notes: 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, 4; r including torsion,to be resisted by the main wind-force resisting system. 2. To obtain the critical wind actions,the building shall be rotated in 90°degree increments so that each comer in turn becomes the windward corner while the loading patterns in the sketches remain fixed. For the design of structural systems providing lateral resistance in the direction parallel to the ridge line,Case A shall be based on 0=0°. 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. t0 4. For Case A loading the following restrictions apply; a. The roof pressure coefficient GC,,f,when negative in Zone 2,shall be applied in Zone 2 for a a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building measured perpendicular to the eave line or 2.5h,whichever is less;the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC for Zone 3. b. Except for moment-resisting frames,the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. 5 5. Combinations of external and internal pressures(see Table 6-7)shall be evaluated as required to rix obtain the most severe loadings. ` 6. For values of 9 other than those shown,linear interpolation is permitted. ` 7. Notation: 4, r a: X10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(1 m). h: Mean roof height,in feet(meters),except that eave height shall be used for 0 S 100. 0: Angle of plane of roof from horizontal,in degrees. sl � 43. I 1 0-1 r I I I -- ---- I � / I � � i _ � XIX�i i 1 V - - I ( �. -----r-� ii I n i Ir � � I II - 1I Il I I I II II I 1 I II 1 III IOy 0•64 �,H D / F:: z24w Oma. I?ou M= 65-1110' SZb�� ZZbo,. Bobo M =tattoo t 528 MAIN FLOOR ELECTRICAL SCMI: 1/4'-I'-U" EXTERIOR OR INTERIOR WAIL. „w, -Q- .h» »F» "aTs." .�. "T"or C" »ro "Fv" "S�WALL "NP"Q2 No. (ft) (ft) (ft) (lb) (lb/ft) (*/tt) 00 (Ib) (unitless) (lb) (ft) I i 52 iy 73TI INZ N IA- SZ N IA 33 1144 7-31(4 2r�Gj 2H�3� 36 &,5u A--j Z' (Dt, See Ae 'T>7 OP s 6 eet 5-A, n�i Z2 21 1a 6316 $08 72,0O0 1? Z666 1.31 gC,to 5. 83 '0 &I-i CoAS ?UOO 10 7/00 1.33 I-10IG z-I-L DC 1L ID ZHN2 X11 Ztovu 5500 I .13 11�►`1 /� $7 -y/IZ` (D= "Z" IS ALWAYS EQUAL TO 1.33 1 HItH IS ONO MAGMFYING FACS. - Q= "NP` DESIGNATES THE #SiU#G SPAOtNG AT PANEL EDGES AND EAR WALL . CALCULATIONS I PA�i�1G d TE tJPPQRTS fL)1 E?E3=k R : tAi� .OR TH SC_ I ei co o l 31"RTSFm ," '"It °' f—]; C%' 0Tt"VDV W A l ( Co -------------------- --- -- -------------------------------� I I ! � ' 1 � � I I I i i I 1 I � � I I NJillI I I I i I I i i i I I III I I III I I I I 1 I I I ili I I I I III I I I III I I I III I I I I I I I I tll I I I III I I I III I I I III I I I 1 i -----� SECOND FLOOR ELECTR SCALE: 1/4'=I'-0" ALL "W" "h" `F" "V` "O.T.M.` `D` "T"or`C` Ivo,. (ft) (ft) (ft) (ie)11 (Ib/ft) (Ib/ft) (ft) (Ib} (unitresst 256 2/340 1 � q3 o 2v 21 3400 !�a - �t14b Z► ��� . 40 20 Zai 3100 IA- 2 1A -"I IAL TO j ( WHICH IS WIND MAGNIFYING FACTOR, "`tMNG AT PANEL MES AND q. OR THE SCREWS SHEAR A " 'DO-RTS FOR -,, r-1'11°' C'+t"n^Ak IM n T n M V 1 A! A 1 1 n Owner:Sherman Lot 32 Paradise Preserve SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 11/15/2004 CONSTRUCTION JOB ADDRESS: Lot 32 Paradise Preserve 721 Paradise Lane Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: NIA Spacing: N/A Dowels: N/A Spacing: NIA Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: NIA Number: NIA 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 NIA PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A TN/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Tslump: 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: NIA 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: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: NIA Spacing: NIA 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 1 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 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 I Finish&Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 1 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 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: 2500Slump. 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 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 framing 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; framing 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 2 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve Framing Materials: Sill Insulation: Foam Termite Shield: NIA 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 Size: Varies (Sides&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 1 st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A NIA 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 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach, FL 32082 Page 3 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 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 trim 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 Gable Vents: 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 4 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A NIA N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A 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: ncluding 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 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach, FL 32082 Page 5 904 246-3747 < Fax 904 246-7126 m Owner:Sherman Lot 32 Paradise Preserve 8. INSULATION: Location Material Thickness R Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1700 Rim Joist NIA Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach, FL 32082 Page 6 904 246-3747 • Fax 904 246-7126 B Owner:Sherman Lot 32 Paradise Preserve 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/2n Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2 " Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 7 904 246-3747 • Fax 904 246-7126 i Owner:Sherman Lot 32 Paradise Preserve 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR 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 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 8 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 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 CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: NIA Thermostat, Make, Type: SECO 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: NIA Size: NIA 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 BESTCON,INC. 9400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 9 904 246-3747 • Fax 904 246-7126 A Owner:Sherman Lot 32 Paradise Preserve 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: 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 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 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO'/2" House to Refrigerator CPVC SCD40 Glue 3/"TO '/" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 10 904 246-3747 • Fax 904 246-7126 a Owner:Sherman Lot 32 Paradise Preserve Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A 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/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 11 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Eljer C/1 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. 4400 Marsh Landing Blvd,Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 12 904 246-3747 • Fax 904 246-7126 I s Owner:Sherman Lot 32 Paradise Preserve 220 High Voltage Wirin Detail: Item Wire Size Breaker Size Individual Circuit Quantity 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 Voltage 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. 4400 Marsh landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 13 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 14 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 110 voltage Wiring Detail (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 1 1 1 Storage Room Unfinished 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 Supplied 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 15 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 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: N/A 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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 16 904 246-3747 • Fax 904 246-7126 Owner:Sherman Lot 32 Paradise Preserve 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-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. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 17 904 246-3747 • Fax 904 246-7126 . Owner:Sherman Lot 32 Paradise Preserve 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion 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 Model/Style INSTALLATION 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, See Above N/A Fertilizing&Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: NIA BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 18 904 246-3747 • Fax 904 246-7126 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Pauls Bay Plan Builder: Bestcon Homes Address: Lot 3ZParadise Preserve Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: f Owner. Sherman residence Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems - 2. Single family or multi-family Single family _ I a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ /hr b. Central Unit Cap:24.0 kBtu _ 5. Is this a worst case? Yes SEER: 12.00 _ 6. Conditioned floor area(ft2) 2717 ft-2c. N/A 7. Glass area&type Single Pane Double Pane _ a. Clear glass,default U-factor 0,0 ft' 465.0 ft2 _ 13. Heating systems II I b. Default tint 0.0 ft, 0.0 ft, _ a. Electric Heat Pump Cap:42.0 kBtu/hr c. Labeled U or SHGC 0.0 ft2 0.0 ft' i HSPF:8.10 8. Floor types _ b. Electric Heat Pump Cap:24.0 kBtu/hr a. Raised Wood,Adjacent ;k+) '3 ft' _ HSPF:7.75 _ b. Slab-On-Grade Edge Insulation 1=0.0,195.0(p)ft _ c. N/A c. N/A 9. Wall types _ l 14. Hot water systems a. Frame,Wood,Exterior R=11.0,2139.0 W _ a. Electric Resistance Cap:66.0 gallons I b.Frame,Wood,Adjacent R=I 1.0,361.0 W _ EF:0.91 1 c. N/A _ b. N/A d.N/A j e. N/A c. Conservation credits 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0,2088.0 ft2 _ DHP-Dedicated heat pump) b.Under Attic R=19.0,252.0 ft2 _ 15. HVAC credits c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:[Inc. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft - PT-Programmable Thermostat, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 100,0 ft MZ.-C-Multizone cooling, I MZ-11-Multizone heating) Total as-built points: 38040 j Glass/Floor Area: 0.17 Total base points: 39544 PASS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this ok sTgrA Energy Code. calculation indicates compliance __g PREPARED BY: with the Florida Energy Code. �� `o Before construction is completed ` DATE: BLL 1this building will be inspected for 1 hereby certify that this buildin , as design is in compliance with Section 553.908 rM complian;it, JT orid ergy Cod i Florida Statutes. MoD wr OWNE BUILDING OFFICIAL: DATE• �----------- ---- - ---------------__-- --__.-- --� I DATE: � - EnergyGaugeB(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Paradise Preserve,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 2717.0 20.04 9800.8 Double,Clear N 9.0 8.0 36.0 19.20 0.69 477.8 Double,Clear N 7.0 8.0 7.0 19.20 0.73 98.2 Double,Clear W 1.5 15.0 16.0 38.52 1.00 613.5 Double,Clear W 1.5 8.0 42.0 38.52 0.96 1550.2 Double,Clear S 1.5 8,0 36.0 35.87 0.92 1192.1 Double,Clear SE 4.0 8.0 18.0 42.75 0.67 516.5 Double,Clear E 20.0 8.0 10.0 42.06 0.37 154.9 Double,Clear S 8.0 8.0 100.0 35.87 0.52 1867.2 Double,Clear E 1.5 22.0 54.0 42.06 1.00 2263.2 Double,Clear E 1.5 22.0 8.0 42.06 1.00 335.3 Double,Clear N 1.5 8.0 12.0 19.20 0.97 222.9 Double,Clear N 1.5 8.0 30.0 19.20 0.97 557.1 Double,Clear N 1.5 80 6.0 19.20 0.97 111.4 Double,Clear W 1.5 8.0 30.0 38.52 0.96 1107.3 Double,Clear S 1.5 8.0 30.0 35.87 0.92 993.5 Double, Clear E 1.5 8.0 30.0 42.06 0.96 1208.3 As-Built Total: 465.0 13269.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 361.0 0.70 252.7 Frame,Wood, Exterior 11.0 2139.0 1.70 3636.3 Exterior 2139.0 1.70 3636.3 Frame,Wood,Adjacent 11.0 361.0 0.70 252.7 Base Total: 2500.0 3889.0 As-Built Total: 2500.0 3889.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 34.0 6.10 207.4 Exterior 34.0 6.10 207.4 Adjacent Wood 19.0 2.40 45.6 Base Total: 53.0 253.0 As-Built Total: 53.0 253.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1968.0 1.73 3404.6 Under Attic 30.0 2088.0 1.73 X 1.00 3612.2 Under Attic 19.0 252.0 2.34 X 1.00 589.7 Base Total: 1968.0 3404.6 As-Built Total: 2340.0 4201.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 195.0(p) -37.0 -7215.0 Raised Wood,Adjacent 19.0 273.0 0.40 109.2 Raised 273.0 -3.99 -1089.3 Slab-On-Grade Edge Insulation 0.0 195.0(p -41.20 -8034.0 Base Total: -8304.3 1 As-Built Total: 468.0 -7924.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Paradise Preserve,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2717.0 10.21 27740.6 2717.0 10.21 27740.6 Summer Base Points: 36783.7 Summer As-Built Points: 41429.1 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) 41429.1 0.636 (1.081 x 1.147 x 0.95) 0.284 1.000 8541.2 41429.1 0.364 (1.090 x 1.147 x 0.86) 0.284 1.000 4880.7 36783.7 0.4266 15691.9 41429.1 1.00 1.139 0.284 1.000 13421.9 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 23 Paradise Preserve,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 2717.0 12.74 6230.6 Double,Clear N 9.0 8.0 36.0 24.58 1.02 902.3 Double,Clear N 7.0 8.0 7.0 24.58 1.02 174.9 Double,Clear W 1.5 15.0 16.0 20.73 1.00 332.2 Double,Clear W 1.5 8.0 42.0 20.73 1.01 880.3 Double,Clear S 1.5 80 36.0 13.30 1.04 498.4 Double,Clear SE 4.0 8.0 18.0 14.71 1.37 362.7 Double,Clear E 20.0 8.0 10.0 18.79 1.49 279.7 Double,Clear S 8.0 8.0 100.0 13.30 2.73 3632.2 Double,Clear E 1.5 22.0 54.0 18.79 1.00 1019.1 Double,Clear E 1.5 22.0 8.0 18.79 1.00 151.0 Double,Clear N 1.5 8.0 12.0 24.58 1.00 295.2 Double,Clear N 1.5 8.0 30.0 24.58 1.00 738.0 Double,Clear N 1.5 8.0 6.0 24.58 1.00 147.6 Double,Clear W 1.5 8.0 30.0 20.73 1.01 628.8 Double,Clear S 1.5 8.0 30.0 13.30 1.04 415.3 Double, Clear E 1.5 8.0 30.0 18.79 1.02 575.0 As-Built Total: 465.0 11032.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 361.0 3.60 1299.6 Frame,Wood,Exterior 11.0 2139.0 3.70 7914.3 Exterior 2139.0 3.70 7914.3 Frame,Wood,Adjacent 11.0 361.0 3.60 1299.6 Base Total: 2500.0 9213.9 As-Built Total: 2500.0 9213.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 34.0 12.30 418.2 Exterior 34.0 12.30 418.2 Adjacent Wood 19.0 11.50 218.5 Base Total: 53.0 636.7 As-Built Total: 53.0 636.7 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1968.0 2.05 4034.4 Under Attic 30.0 2088.0 2.05 X 1.00 4280.4 Under Attic 19.0 252.0 2.70 X 1.00 680.4 Base Total: 1968.0 4034.4 As-Built Total: 2340.0 4960.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 195.0(p) 8.9 1735.5 Raised Wood,Adjacent 19.0 273,0 2.20 600.6 Raised 273.0 0.96 262.1 Slab-On-Grade Edge Insulation 0.0 195.0(p 18.80 3666.0 Base Total: 1997.6 1 As-Built Total: 468.0 4266.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge@7/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Paradise Preserve,Atlantic Beach, Ft, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2717.0 -0.59 -1603.0 2717.0 -0.59 -1603.0 Winter Base Points: 20510.2 Winter As-Built Points: 28507.5 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) 28507.5 0.636 (1.060 x 1.169 x 0.95) 0.421 1.000 8767.0 28507.5 0.364 (1.069 x 1.169 x 0.88) 0.440 1.000 5236.0 20510.2 0.6274 12868.1 1 28507.5 1.00 1.148 0.428 1.000 13996.7 EnergyGaugeTM DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCPB Q.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Paradise Preserve,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 66.0 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 15692 12868 10984 39544T 13422 13997 10622 38040 PASS /04ZgE STA.�,�o�.s EnergyGaugeTm DCA Form 60OA-2001 EnergyGauget/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Paradise Preserve,Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION ____I REQUIREMENTS FOR EACH PRACTICE_ — _ CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq_ft.window area_-.5 cfm/sq.ft^door area. rte" 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 wail 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 tothe foundation to theme plate. Floors 606.1.ASC.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 u to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 Cfm from conditioned space,tested. Multi-story Houses_ 606.1.ABC.1.2.5 Air barrier on perimeter of flo_or_cavity between floors. Additional Infiltration regts 606.1.ABC,1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. L' 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS _ _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker JelecVic or cutoffas must be ,rovided.External or built-in heat trap re wired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%_ Shower heads 612tWater flow must be restricted to no more than 2.5 gallons_per minute at 80 PSIG. �^ Air Distribution Systems 1 610.1 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 1607.1 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. jCommon ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.4 The higher the score,the more efficient the home. Sherman residence, Lot3Paradise Preserve, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr ^ 3. Number of units,if multi-family l _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 2717 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane _ - a. Clear-single pane 0.0 ft2 465.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 0.0 W _ HSPF:8.10 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:24.0 kBtu/hr , 8. Floor types _ HSPF:7.75 _ a. Raised Wood,Adjacent R=19.0,273.Oft2 c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 195.0(p)ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons _ a. Frame,Wood,Exterior R=11.0,2139.0 ft2 EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,361.0 ft2 b. N/A c. NIA _ d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DI-IP-Dedicated heat pump) a. Under Attic R=30.0,2088.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,252.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 100.0 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) ZRE 5? in this home before f pection. Otherwise, a new EPL Display Card will be completed 4V = �0. based on installed e co pliant features. Builder Signatur Date: I LI � a Address of New Home: 7® ,J;�/y / II e,City/FL Zip: � ��/ ��h Cp�W11 *NOTE: The home`s estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar designation), your home may qualify.for energy efficiency mortgage(EEM) incentives ifyou 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.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge(X(Version:FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Zone Down Energy Design Systems Job: 11/5104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Sherman residence Lot 23 Paradise Preserve, North Florida, Design Information Htg Clg Infiltration Outside db ) 39 92 Method Simplified Inside db(° ) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating uds Walls\ Component Btuh/ft2 Btuh % of load Walls 3.0 4663 16.2 nflRratlon Windows 23.9 7823 27.2 Doors 15.2 805 2.8 Ceilings 1.1 1106 3.8 Wndows Floors 26.7 5212 18.1 Infiltration 20.5 7779 27.1 PI°°rs Ducts 1369 4,8 °x Total 1287591 100.0 Cooling Component Btuh/ft2 Btuh %of load Walla Internal Gains i Walls 2.5 3900 13.7 ;°°'� Windows 45.7 14930 52.4 Doors 12.7 673 2.4 InflHrat on Ceilings 1.6 1609 5.6 Floors 0.0 0 0.0 Ceilings Infiltration 7.1 2694 9.5oaas Ducts 2591 9.1 Windows Internal gains 2100 7.4 Total 28497 100.0 Cooling at 82% SHR=2.8 ton Cooling air flow=485 cfm/ton Cooling at 70%SHR= 3.3 ton Cooling at 400 cfm/ton = 3.4 ton Overall LI-Value=0.188 Btuh/ft2-°F Data entries checked. ,A-- Wf l h tSC:) t Right-Sue Residential 5.0.66 RSR29784 g itTu 2004-Nov-05 16:49:09 ACCA C:\Documents and Settings\customer\My Documents\Wrlghtsoft\Bestcon Homes Pauis Bay Plan.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems Job: 1115104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net � i i • For: Sherman residence Lot 23 Paradise Preserve, North Florida, Notes: Design Information 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 28759 Btuh Structure 28497 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28759 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 27642 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5373 Btuh Area(ft2) 1695 1695 Total latent equip. load 6063 Btuh Volume(ft3) 16950 16950 Air changes/hou, 0.76 0.43 Total equipment load 33705 Btuh Equiv. AVF (cfm) 214 122 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. wrightsoft Right-Suite Residential1M 5.0.66 RSR29784 2004-Nov-05 16:49:09 ACCA C:\Documents and Settings\customer\My Documents\wrightsoftlBestcon Homes Pauls Bay Plan.rsr Page t RIGHT-J BUILDING ANALYSIS REPORT Zone Up Energy Design Systems Job: 11/5/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Sherman residence Lot 23 Paradise Preserve, North Florida, Design Information Htg CIg Infiltration Outside db ) 39 92 Method Simplified Inside db (° ) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/Ib) - 65 Heating Duds Walls, Component Btuh/ft2 Btuh %of load Infiltration Walls 3.0 2620 16.9 Windows 23.9 3876 25.0 „ Doors 0.0 0 0.0 ,> '." Ceilings 1.2 1608 10.4 ""ndows Floors 8.5 3317 21.4 Floors Infiltration 20.5 3316 21.4 Ducts 737 4.8 Total 15474 100.0 Cooling Component Btuh/ft2 Btuh %of load wails Internal Gains Walls 2.5 2191 13.5 Duct. Windows 50.7 8210 50.5 jnfiltrabon Doors 0.0 0 0.0 Ceilings 1.8 2339 14.4 Floors 0.0 0 0.0 Ceilings Infiltration 7.1 1149 7.1 Ducts 1479 9.1 Internal gains 900 5.5 Total 16267 100.0 Cooling at 85% SHR= 1.6 ton Cooling air flow=498 cfm/ton Cooling at 70% SHR = 1.9 ton Cooling at 400 cfm/ton = 1.9 ton Overall U-Value=0.128 Btuh/ftz°F Data entries checked. „- wrightSC) t Right-Suite Residential*-5.0.66 RSR29784 2004-Nov-05 16:49:09 /CCA C:\Documents and Settings\customer\My Documents\wrightsoft\Bestcon Homes Pauls Bay Plan.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 11/5/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project i • For: Sherman residence Lot 23 Paradise Preserve, North Florida, Notes: Design Information 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 15474 Btuh Structure 16267 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 15474 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 15779 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2291 Btuh Area (ft') 1022 1022 Total latent equip. load 2981 Btuh Volume(ft) 9198 9198 Air changes/hour 0.59 0.34 Total equipment load 18760 Btuh Equiv. AVF (cfm) 91 52 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. wr10Htsoft Right-Suite Residential-5.0.66 RSR29784 2004-Nov-05 16:49:09 AC(>. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Pauls Bay Plan.rsr Page 2 �• s% CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034232 Date 12/01/06 Property Address . . . . . . 721 PARADISE IN Application type description SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2182 --------------------------------------------------------------------------- Application desc ALUMINUM SCREEN LANI WALL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OWNER ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 .00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2182 Expiration Date . . 5/30/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due - ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45. 00 45 . 00 .00 . 00 Plan Check Total 22 .50 22 .50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r. PLAN REVIEW SHEET Ro tom. r -""U Hufstetler „ JFtf 3� Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Car er Atlantic Beach,Florida 32233 .Atlantic Beach,Florida 32233 .Kaluzniak {904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMWENTS Permit Application# Ljn Property Address Applicant: Project: .v��a ,n This permit application has been: / Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: f"t Date Contractor Notified: � J CITY OF ATLANTIC BEACH .: .7` PLAN REVIEW SHEET Rot .Huf tetter oil 19 Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper LaneCa er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 . Kau ni k (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 196 — ■ Property Address 22/ Applicant: Project: This p rmit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. El Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: c. Date: Date Contractor Notified: CITY OF ATLANTIC BEACH x BUILDING PERMIT APPLICATION rl ' (Alterations&Additions) Job Address: —7Z.I PA f2 �C— Lt j Owner of Property: nT" 4 Y1��1r Address: '7Z1PA®t-61-z Telephone: bjy VfG 45'ZO Legal Description: Block Number: Lot Number: Zoning District: Contractor: KEVIN NEWSOME/TROPICAL ENCLOSURES State License Number: CBC058355 Contractor Address: 2072 MAYPORT RD ATLANTIC BCH,FL. 32233 Telephone: 241-2298 Fax: 247-9241 / Describe proposed use and work to be done: A L�f ►hf ti n... G�'r�e-..� 4^A�`-'1 u-- Present use of land or building(s): Valuation of proposed construction: zj Z �'o Dimensions of the added space: feet x feet Will this project involve: o Heating&Air- o Plumbing ❑ Electrical ❑ Fireplace Conditioning 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 addition of 5% or more to the original impervious area or the removal of any trees? ErNO. Applicant certifies that no change in site grade, impervious area 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 agnronriate. 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 bane,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.atiantic-beach.fl.us Page 2 Revised 8104 �y 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. Address �ann d contact information of person to receive all correspondence regarding this application(please print). Name: bC 1`t/ Mailing Address: 'Z i"Yl A`� ► l i" 2�� A'I Liq t— r� -t_ (3 Gtr 322,3 Telephone: _2_L0 __2--Lqe� Fax: '7,4-1 --61_7-%4J T_E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 onstruction of the property. I understand that the issuance of this permit is contingent upon the above information being true d c nett and the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of 20a. State of Florida,County of Duval ROY ROCKHOLD Notary's Signature: * * MY COMMISSION#DD 511610 EXPIRES:May 27,2010 ❑, Personally known °j�tlFF���` g0,*ThmNCO y II`4�f Produced identification Type of identification produced Signature of Contracto gal Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Y P Notary's Signature: "':•ueiE ROY ROCKiM * * MY COMMISSION#00 511610 Personally known EXPIRES:May 27,2010ga,�mNg ,B ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 j l p D � V � O j i l I -� PPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE Sz NOV � �7 2006 N N N ILE COPY Ii?' 3 N �Z. r,Z d { �2 i i I MAP SHOWING BOUNDARY SURVEY OF LOT 32 AS RECORDEDAS PLSHOAT BOOKSAGO 31 THROUGH ( OVFF P RADENT SE pRPRESER OF DUVAL Ur.G FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE"X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001 0 , DATED 4-17-89. ELEVATIONS SHOWN THUS: ( ) REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: ! CERTIFIED TO: • FOUND 1/2" IRON (Ls 1704) ,ROBERT WARDkOP & RAS MARIE WARDROP O SET 1/2" IRON (LB 1704) IBNT..MORTGAGE`:' COMPANY R/W RIGHT oFWAY OLD REPUBLIC NATIONAL TITLE INSURANCE CO, PI POINT OF INTERSECTION PT POINT OF TANGENCY �. DEBORAH W. TAYLOR, ATTORNEY AT LAW BRL BUILDING RESTRICTION LINE CH CHORD DISTANCE R RADIUS L ARC LENGTH F.F. ELEV. FINISHED FLOOR ELEVATION UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST ,9 S l F 08• cp $rE LOT 32 S8.4� , 9� 6 ' ' C01ERED �`1. ' CONCRETE y ' PATIO 4 I 19.2' �m 4 TWO STORY �� O �\ FRAME N RES16ENCE • \. 18" EAVES o CONCRETE / \ #721 A/C PADS NO \ F.F. ELEV.=(9.93) _'l Q N of ev b- i r TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEA', ATTACH EXTERNALLY WITH(4) PURLIN ATTACH EXTERNALLY WITH(4) #10 x 314'SCREWS THRU SLOPED OR FLAT #10 x 314'SCREWS THRU ATTACH INTERNALLY WITH(2) 2 x 2 x G.125 ANGLE ATTACH INTERNALLY 1 x 2 x 0.050 CUP #10 x 2 SCREWS INTO FROM POST OR NOTCH PURLIN FOR INTERNAL GROOVES. THRU 2 x 2 INTO O POST AND 2 x 2 fSCREW GROOVES O ... ATTACH INTO 2x2 CHAIR RAIL POST PURU1 2x2AT24'O.C. i .POST TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL SELF-MATING BEAM SLOPED OR FLAT 2 x 2 x 0.125 ANGLE CLIP 2JH 2 2 0.125 ANGLE CUP EACH SIDE OF TRIBUTARY BEAMCH SIDE OF GIRDER WITH#12 SCREWS INTO SOTHTH#12 SCREWS INTO MEMBERS. RDER. ATTACH NOTCH BEAM :' O O ATTACH TO STUD FRAME FOR POST O O WITH 114'DIAMETER x 3' INTERNALLY LAG SCREWS(PRE-DRSL) FROM BEAM: O Q O Q O Q ATTACH TO MASONRY OR O O Q CONCRETE WITH 114'ATTACH INTO O O O TAPCONS WITH A MIN. 2 x 2 AT 24'O.C: OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. EMBEDMENT OF 3. O O O DISTWBUTE MINIMUM NUMBER OF GIRDER SHALLSEE TABLE FOR O O O T STRUCTURE MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND BE ONE SIZEOF SCREWS. O BEAM SIDES.BEAM MAY BE TRIMMED BEAM DEEPER THAN GI FLUSH WITH 2 z 2INSTEAD OF TRIBUTARY TRIMMING TO FIT AROUND 2 x 2. BEAM POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE #8 #10 #12 TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 2 x 3 2X-3 6 4 4 SELF-MATING BEAM 2x4 2x3 8 6 4 2x6 2x3 10 8 6 o 2 x 6 2 x 4 -10 8 6 2 x 2 WIND BRACE 2x7 2x4 14 12 10 2 x 8 2 x 5 16 14 12 2 x s coNTINuous 2 x 9 2 x 6 18 16 14 WALL i arraGH WITH a D 0.125THtCK 2x 10 2 x 8 22 20 18- ANGLE WITH ATTACH NTH A (2)#10 SCREWS INTO MINIMUM SPACING AND EDGE DISTANCES SKEWED ANGLE CLIP EACH MEMBER BOTH 1 OR WITH(2)#10 SIDES_OR-WITH(2)1M0 #8 #10 #12 scEAM o CREWS THRO SCREWS THROUGH MINID INTO MUM SPACING 5/8" 3/4" 1" 2 x 2 WALL TOP, ROOF BEM. POST MIN.EDGE DISTANCE 5/16" 318" 1/2" BEYOND- N TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE { CONTINUOUS SLAB ON GRADE SLAB ON GRADE W/ FOOTING PO 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE OF POST WITH(2)#10x 314" 6x6•W1.4xW1.4 WWF SCREWS INTO POST AND(1) 1/4'TAPCON INTO CONCRETE WITH 2'MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL ------ -- -- CONTINUOUS WITH Ila' Eo� 50 ro TAPCONS AT 24'O.C. :v AND WITHIN 6'OF POST INSTALL ADDITIONAL ANGLES b 0 O FOR EACH 7 INCREASE IN 10 (1)#5 CONTINUOUS ?MIN.. POST DEPTH. EDGE 00 OFFSET NOTES: 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL BE 3'. 2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIREFABRIC SHALL SEA185. 3.FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. 1'. 4.SLAB ON GRADE WITHOUT FOOTING MAY USED FOR ROOF AREAS LESS THAN 350 SO.FT. OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SO.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIAL NOTES: 5.MINIMUM SLAB THICKNESS SHALL BE 3-1R'ACTUAL THICKNESS. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WTTH 1500 PSF MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM 7.PILE TYPE FOOTING SHALL HAVE 318'DIAMETER THREADED RODS 1'-0'LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. S.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW ROOF PLAN BEAM VIEW 3� _ LLI L 1 > 2x2BRACE � w (TYPICAL) ;a END WALL ELEVATIONv2RACE END WALL ELEVATION END WALL END WALL CHAIR RAH "' ELEVATION ELEVATION POST (TYPICAL) FOUNDATION END WALL (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS SAVE RAIL EWE RAH. O O O O O O��` 5 x 4 x 0.125 PLATE O w 45 DEGREE TRIANGULAR 0.125 PLATE WITH(8)#10 SCREWS O W1TH(8)#10 SCREWS AS SHOWN O INTO POST AND(4} O O #10 SCREWS INTO 00 BRACE O O O ��O 2 x 2 x 0.044 BRACE 3132'DIAMETER STAINLESS STEEL CABLE O 0 OO 5 x 12 x 0.125 PLATE O POST WITH(8)#10 SCREWS INTO POST AND(4)#10 �\\0 00 POST 1'x 12'x 0.125'PLATE SCREWS INTO BRACE \\� WITH(2)1/4'DIAMETER TAPCONS CHAIR RAIL QO-o 00 O 4x 4 x 0.125 PLATE WITH(8)#10 SGREVJS 0 Q INTO POST AND(4)010 SCREWS INTO / POST BRACE AND(2)#10 SCREWS INTO BASE 09-- , O O 0 0 0 0 2 x 2 x 0.044 BRACE O O O O (2)1/4'TAPCONS AT BASE OF FRAME POST O O BASE RAIL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE BRACES ARE NOT SELF-MATING BEAM REQUIRED FOR TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" SLOPED OR FLAT THETABULATED SPANS. 2 x 2 x 0.125 ANGLE O O O O O O O O SECTION VIEW O O O PURLIN BEYOND (4)#10 x Y SCREWS 00 INTO INTERNAL GROOVES OF POST `' PURLIN 1/2 OF SELF-MATING BEAM RECEIVING CHANNEL / MAY BE SUBSTITUTED PURLIN 2 x 2 x 0.125 ANGLE FOR THE H-CHANNEL TRIM OUTSTANDING 1 KNEE BRACE LEG TO FIT BEAM ol SEE TABLE FOR 1/2 OF SELF-MATING BEAM WIDTH 10 O SIZE AND 10 CONNECTORS I 1/ r KNEE BRACE LENGTH PLAN VIEW MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTION 0'TO T-0' 2x 2x 0.044 2'H-CHANNEL WITH @1#10 EACH SIDE 112 OF SELF-MATING BEAM TO 3'-0' 2 x 3 x 0.050 2'H-CHANNEL WITH 3#10 EACH SIDE TO 4'-T 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH(4)#10 EACH SIDE PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF 1/2 THE NOTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAM/GIRDER. KNEE BRACE LENGTH IS ALLOWED. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP T0110 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" EXPOSURE CATEGORY B C B C B C B C B C SELF-MATING BEAMS S 2 x 4 x 0.044 x 0.100 16'-5" 13'-7" 14'-8" 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'-7" 2x5x0.050x0.100 19'-4" 16'-0" 17'-3" 14'-4" 1 15'-9" 13'-1" 14'-7" 1 12'-1" 13'-8" 11'-4" 2 x 6 x 0,050 x 0.120 23'-2" 19'-2" 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2 x 7 x 0.055 x 0.120 26'-2" 21'-8" 23'-4" 19'-4" 21'-4" 17'-8" 19'-9" 16'-4" 18'-6" 15'-4" 2 x 8 x 0.072 x 0.224 36'-9" 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6" 2 x 9 x 0.072 x 0.224 39'-9" 32'-11" 35'-7" 29'-6" 32'-5" 26'-11" 1 30'-0" 24'-11" 28'-1" 23'-3" 2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5" 2 x 10 x 0.092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-9" SNAP EXTRUSIONS I I SI 2 x 2 x 0.044 x 0.044 9'-5" 8'-4" 8'-9" T-9" 8'-3" T-3" T-10" 6'-9" 7'-6" 6'-3" 2 x 3 x 0.045 x 0.045 13'-0" 11'-6' 12'-1" 10'-4" 11'-4" 9'-5" 1 10'-7" 8'-9" 9'-10" 1 8'-2' ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. I SELF-MATING BEAMS SI 2 x 4 x 0.044 x 0.100 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9'-6" 10'-3" 8'-9" 9'-7" 8'-2" 2 x 5 x 0.050 x 0.100 16'-0" 13'-8" 14'-4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8" 2 x 6 x 0.050 x 0.120 19'-2" 16'-4' 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" 2 x 7 x 0.055 x 0.120 21'-8" 18'-6" 19'-4" 16'-6" 17'-8" 15'-1" 1 16'-4" 13'-11" 15'-4" 13'-1" 2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4" 2 x 9 x 0.072 x 0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 19'-10" 2 x 9 x 0,082 x 0.310 37'-5" 31'-10" 33'-5" 28'-6" 30'76" 26'-0" 28'-3" 24'-1" 26'-5" 22'-6' 2 x 10 x 0.092 x 0.369 43'-6 37'-1" 38'-11" 33'-2" 35'-6" 30'-3" 32'-11" 28'-0" 30'-9" 26'-3" SNAP EXTRUSIONS SI 2 x 2 x 0.044 x 0.044 8'-4" 7'-6" 7'-9" 6'-9" 7'-3" 6'-2" 6'-9" 5'-9" 6'-3" 5'-4" 2 x 3 x 0.045 x 0.045 11'-6" 9'-10" 10'-4" 8'-10" 9'-5" 8'-1" 8'-9" T-5" 8'-2" T-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 8063-T8. PURUNS,ANGLES AND CHANNELS ALLOY SHALL BE 6063•T5.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES. ALTERNATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL Hosr srRucruRE Q STRAP 3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG HOST STRUCTURE Z:Z LOCATION SCHEMATIC PLAN SCREWS AT 17 O.C.AND 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP SE WITH(4)#10 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT 0 1 x 2 ALONG SUPER GUTTER 0 BEAM SPACING UA E L WITH(2)#10 SCREWS AT STRAP SPACING SHALL EACH END ATTACHED O SUPER BE 1/2 THE BEAM SPACING INTERNALLY FROM O GUTTER BEAM. RECEIVING CHANNEL WITH(6) O PRESSURE TREATED #10 SCREWS INTERNAL AND(8) BLOCKING AT EACH #10 SCREWS EXTERNAL. STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. SN ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL SELF-MATING BEAM POST 2c2x0.125 ANGLE EACH SIDE SLOPED OR FLAT OF POST WITH(2)010 x 314' SCREWS INTO POST AND(1) NO" 1/4'TAPCON INTO CONCRETE WITH 7 MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL NOTCH BEAM CONTINUOUS WITH 114' ATTACH FOR POST TAPCONS AT 20 O.C. SE INTERNALLY AND WITHIN 6'OF POST INSTALL ADDITIONAL ANGLES FROM BEAM. O O O FOR EACH 7 INCREASE IN POST DEPTH. 01 00 BRICK STEM WALL WRYPE S OR N ATTACH INTO O MORTAR. 1"WIDE 16 GAUGE STRAP 2 x 2 AT 24"O.C. 0 REQUIRED AT EACH POST.ATTACH .00 0 + OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. TO POST WITH(2)#10 SCREWS AND SEE TABLE FOR O O O + DISTRIBUTE MINIMUM NUMBER OF TO FOOTING WITH 1/4'TAPCON WITH MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND 7 MINIMUM EMBEDMENT. OF SCREWS. O BEAM SIDES.BEAM MAY BE TRIMMED STRIP FOOTING OR FLUSH WITH 2x 21NS1EAD OF - --' SLAB W/THICKENED EDGE TRIMMING TO FIT AROUND 2 x 2 PER TYPICAL DETAILS E POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE __#8 #10 #12 20 2x3 6 4 4 8 • 2 x 42 x 3 8 6 4 NOTES: I 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZtNCPLATED. 2 X 6 2 X 3 10 8 6 g 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUtREDIRECOMMENDED FROM TYPICAL RISEM 2 x 6 2 X 4 10 $ 6 ! OTHER MATERIALS TO PREVENT CORROSION. m 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT. 2 X 7 2 X 4 14 12 10 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. 2 x 8 2 x 5 16 14 12 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL fA 2 x 9 2 x 6 18 16 14 POST 2x2x0.125 ANGLE EACH SIDE OF POST WITH(2)00 x 314' 200 10 2 x 8 22 20 18 1 _ SCREWS INTO POST AND(1) 1/4'TAPCON INTO CONCRETE MINIMUM SPACING AND EDGE DISTANCES 1x2 BASE SCREEN CHANNEL WITH 2'MINIMUM EMBEDMENT. CONTINUOUS WITH 114' #8 #10 #12 Ili W TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES MINIMUM SPACING 5/8" 3/4" 1" $ AND WITHIN e•OF POST O O FOR EACH 2'INCREASE IN POST DEPTH. MIN.EDGE DISTANCE 5/16" 3/8" 1/2" 00 BLOCK STEM WALL W41)#5 CONT.HORIZ AT TOP OF WALL RECEIVING CHANNE AND#5 AT WALL ENDSICORNERS THRU-BOLTED TO IN • AND 8'4Y O.C. REINFORCED CELLS AND BEAM CONNEC AND BOND BEAM SHALL BE GROUTED SOLID. STRIP FOOTING OR 2x2 POST(3-f SLAB WITHICKENED EDGE AT EACH STRA PER TYPICAL DETAILS ALONG SUPER T-1/ FOR ALL OTHE SIZE AS A POS' SPAN ANDIOR 1/4'DIAMETER I • 4'INTO HOST FF EACH POST, NOTES: ATTACH WITH#1( 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 12'ON CENTER. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIREOOMMENDED FROM OTHER MATERIALS TO PREVENT CORROSION. RECEIVING 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT WITH#10 S( INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. VON CER 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. AND SUPER ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<= 150 M.P.H. TRIBUTARY LOAD WIDTH 10'-0' 14'-0" 18'-0" 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-ON 50'-0" SINGLE SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" 7'-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1" 4'-10" 2 x 5 x 0.050 x 0.100 12'-9" 10'-10" 9'-6" 8'-7" T-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8" 2 x 6 x 0.050 x 0.120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 8'-10" 8'-4" 7'-10" 7'-6" 7'-2" 6'-10" 2 x 7 x 0.055 x 0.120 17'-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" 7'-9" 2 x 8 x 0.072 x 0.224 23'-4" 20'-7" 18'-2" 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4" 10'-10" 2 x 9 x 0.072 x 0.224 25'-7" 22'-3" 19'-8" 17'-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 1 12'-3" 11'-9" 2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 17'-3" 16'-2" 15'-4" 14'-7" 13'-11" 13'-4" 2 x 10 x 0.092 x 0.369 31'-11" 28'-6" 25'-11" 23'-5" 21'-7" 20'-1" 18'-10" 17'-10" 16'-11" 16'-2" 15'-6" DOUBLE SELF-MATING BEAMS 2 x 7 x 0.055 x 0.120 22'-5" 20'-1" 18'-3" 1 16'-6" 15'-2" 14'-2" 1 13'-3" 12'-7" 11'-11" 11'-5" 10'-11" 2 x 8 x 0.072 x 0.224 29'-5" 26'-4" 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 17'-8" 16'-10" 16'-1" 15'.5- 2 x 9 x 0.072 x 0.224 5'-5"2x9x0.072x0.224 32'-3" 28'-10" 26'-6" 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8" 2 x 9 x 0.082 x 0.310 35'-1" 31'-5" 28'-10" 27'-0" 25'-6" 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18'-11" 2 x 10 x 0.092 x 0.369 40'-3" 36'-0" 33'-1" 1 30'-11" 29' 3" 27'-11" 26'-8" 25'-3" 24'-0" 22-11" 22'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 606376 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024" 0.032" 12" WIDE PANELS EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024" WIND SPEED M.P.H. EXPOSURE CATEGORY B C 100 15'-8" 14'-9" 1 T-3" 16'-3" WIND SPEED M.P.H. 110 15'-2" 13'-8" 16'-9" 15'-1" 100 9'-10" 9'-3" 120 14'-4" 12'-10" 15'-10" 14'-2" 110 9'-6" 8'-7" 130 13'-8" 12'-3" 15'-1" 13'-6" 120 9'-0" 1 8'-1" 140 13'-1" 11'-8" 14'-5" 12'-10" 130 8'-7" 7'-8" 150 12'-5" 11'-1" 13'-8" 12'-3" 140 8'-3" 7'-4" ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 150 T-9" 6'-1IN METAL THICKNESS 0.030" 100 19'-0" 1T-10" 20'-11" 19'-8" 100 10'-7" 9'-11" 110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-3" 9'-3" 120 17'-5" 15'-7" 19'-2" 17'-2" 120 9'-8" 8'-8" 130 16'-7" 14'-10" 18'-3" 16'-4" 130 9'-3" 8'-3" 140 15'-11" 14'-2" 17'-6" 15'-7" 140 8'-10" T-11" 150 15'-1" 1 13'-6" 16'-7" 14'-10" 150 8"-5" T-6" ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS METAL THICKNESS 0.050" 100 22'-1" 20'-9" 24'-3" 22'-10" 100 12'-6" 11'-9" 110 21'-4" 19-3" 23'-6" 21'-2" 110 12'-1" 10'-11" 120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-3" 130 19'-3" 1T-2" 21'-2" 18'-11" 130 10'-11" 9'-9" 140 18'- 2 16'-5" 20'-4" 18'-1" 140 10'-6" 1 9'-4" 150 17'-6" 15'-8" 19'-3" 17'-2" 150 9'-11" 1 8'-10" NOTE:ALUMINUM ALLOY 3105-H14 OR•H25 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI, NOTE:ALUMINUM ALLOY 3105-H28 WITH MINIMUM TENSILE SENDING INSULATION DENSITY"1 PCF. STRENGTH OF 26,000 PSI. y .TAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL Hosr srRucruRE STRAP 3'WIDE STRAP PER 1/4'DIAMETER x r LAG ATTACH INTERNALLY WITH(4) HOST STRUCTURE LOCATION SCHEMATIC PLAN SCREWS AT 1 r O.C.AND (�AT EACH STRAP 1110 x r SCREVIS INrO 2 x 2 x 0:126 ANGLE (PRE-DRILL) SCREW GROOVES. WITH(4)M10 SCREWS INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER O BEAM BEAM SPACING EQUAL EQUAL WITH(2)810 SCREWS AT SUPER STRAP SPACING SHALL EACH END ATTACHED O GUTTER _._.-_ _-------__--,.---.___-- /27HE.BEAMSPACING_-INTERNALLYFROM RECEIVING CHANNEL WITH(6) PRESSURE TREATED M10 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL. STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTKXN POINTS. GENERAL NOTES AND DESIGN CRITERIA: 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. 2.THE HOMEOWNERICONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL 3.THE HOMEOWNER/CONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS. 4.SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,AND/OR CONDITIONS NOT COVERED BY THE SPAN TABLES. 5.THE 2004 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN,WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20,TABLE 2002.4. 6:MAXIMUM PURLIN SPACING IS T-0.FOR SPANS GREATER THAN 39'-0',INTERNAL LATERAL BRACING IS REQUIRED FOR STABILITY. 7.MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE. S.THE EXPOSURE CATEGORY IS PER SITE LOCATION C FOR STRUCTURES ALONG THE COAST AND B FOR ALL OTHERS: 9.THE BASIC WIND SPEED ISIESS THAN OR EQUAL T0150 M.P.H.THE IMPORTANCE FACTOR IS EQUALTO 0.77. 10.THE SPANS ARE BASED ON AN OPEN.BUILDING ENCLOSURE CLASSIFICATION. 11.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION.THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS, 12.CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY. 13.INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING IS PROHIBITED. 14.FOR GABLE,HIP AND HALF MANSARD ROOFS,AN INCREASE OF 10%IS PERMITTED FOR THE SELF-MATING SEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY, I 15.FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 2D%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. 16.SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 1/4 TO 1/3 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM. s ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 150 M.P.H. POST SPACING 4'-0" 5'-0" 6-O" 7'-0' 8'-0" EXPOSURE CATEGORY B C B C B C B C B C i SELF-MATING BEAMS 2x4x0.044x0,100 12-10" 10'-$" 11'-`6" 9'-6" 10'-6" 8'-8" 9'-8 8'-1" 9'-1" 7'-6" ' 2x5x0.050x0.100 15'-1" 12'-6" 13'-6" 11'-3. 12'-4" 10'-3' 11'-5" 9'-6' 10'-8" 8'-10" 2x6x0.050x0.120 18'-1 15'-1" 16'-2 13'-6" 14'-9" 12'-3" 13'-8" 11'-4' .1.2'-9" 10'-8" fj 2 x 7 x 0,055 x 0.120 20'-5' 1T-0" 18'-3 15'-2" 16'-8 13'-10" 15'-5" 12'-10" 14'-5" 12-0'- n 2 x 8 x 0.072 x 0.224 28'-9" 23'-11" 25'-8" 21'-4 23'-5" 19'-6" 21'-8" 18'-1 20'-3" 16'-10" �d9 2 x 9 x 6.072 x 0.224 30'-0" 25 -10" 27'-9" 23'-1" 25'-4" 21'-1" 23'.-6" Ig'-6w 21'-111 18'-3 2 x 9 x 0.082 x 0.310 30'-0" 29'-4" 30'-0' 26'-3' 28'-9" 23'-11" 26'-8 27-2" 24'-11" 20'-9" 2 x 10 x 0.092 x 0.369 30'-0 30'-0" 30'-0 30'-0 30'-0" 2T-10 30'-0" 25'-9" 29'-0' 24'-1" SNAP EXTRUSIONS If 8'-0" 7'-0" 7'-5" 6'-3" " " 6'-4" 5'-3" 5'-1 " 2x2x0.044x0.044 6 -10 5 -8 1 4'-11 �� 2 x 3 x 0.045 x 0.045 10'-11" 9,_,.--97-9'' 8'-1 8'-11 T-5" 8'-3" 10 i NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. N PROJECTAD ESS: PATIO/POOL SCREEN ENCLOS 72/ RAWING 10F 5 REVISIONS COUNTY: DRAWING EFFECTIVE 1 JANUARY 2005 j PERMIT NUMBER: PROJECT DESCRIPTION: A p D R o V E D BUILDING OFFICE OCCUPANCY/USE TYPE: SINGLE FAMILY NOV — 7 20061 o Cl MULTI-FAMILY ❑ INDUSTRIAL ❑ COMMERCIAL ❑ OTHER: BY: r, CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTEC TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES I HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW - ROOF PLAN 00 �A VIEW 3< 3a ix2BRACE tnu'7 (TYPICAL) END WALL w ELEVATION END WALL END WALL CHAIR RAIL w ELEVATION END WALL 2 x 2 BRACE ELEVATION ELEVATION pOST (TYPAL) FOUNDATION END WALL (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES FOR L-SHAPED HOST STRUCTURE !BEAM ST STRUCTURE HOST STRUCTURE TACHMENT(TYPICAL) ATTACHMENT(TYPICAL) ROOF PLAN GIRDER ROOF PLAN �� ROOF PLAN VIEW VIEW3< VIEW < ROOF PLAN a� 2 x 2 BRACE VIEW � + J END WALL 2 x 2 BRACE w END WALL END WALL CHAIR RAIL �'`L ELEVATION END WALL ELEVATION ELEVATION POST FOUNDATK)N �2 BRAC(TYPICAL) ELEVATION (TYPICAL) FOUNDATION (TYPICAL) NOTE:WALLBRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. EXTENDS MORE THAN IS'-0'FROM THE HOST STRUCTURE. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 3D0 SQUARE FEET OF SURFACE AREA. ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS SELF-MATING BEAMS ALLOY SHALL BE6063-T5.MINIMUM BENDING STRESS-15,000 PSI. 2 x 4 x 0.044 x 0.100 17'-3" 15'.5" 14'.6- 13'-10" 12'-l(r MINIMUM THICKNESS-0.040 INCHES. 2 x 5 x 0.050 x0.100 20'-3" 19'-0' 17'-6" 16'-0" 15'-0" 2 x 6 x 0.050 x 0.120 24'-4" 21'-9" 19'-10" 18'-4" 1T-2" 2 x 7 x 0,055 x 0.120 28'-6" 25'-6" 23'-6" 22'-0" 20'-6" TYPICAL ALLOWABLE SPAN INCREASES 2 x 8 x 0.072 x 0.224 38'.6" 341-6" 31'.5' 29'-1" 27'-3" PERMITTED FOR SELF-MATING BEAMS 2 x 9 x 0.072 x 0.224 41'-8" 3T-3' 34'-0" 31'-6' 29'-6" (� 2 x 9 x 0.082 x 0.310 47'.4" 42-1-4" 38'-7" 1 35'-9" 33'-5" ELEVATION J��.. 2 x 10 x 0,092 x 0,369 50'-0" 49'-3" 44'-11" 41'-7" 38'-11" SPAN SPAN x 1.t SPAN x t.2 NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE. SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" E TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES SELF-MATING BEAM PURLIN NOT SHOWN (1)M6 SCREW AT DRAWING 2 OF 5 O 0 O o o BOTTOMOPAND REVISIONS O O 00 00 0 0 0 DRAWING EFFECTIVE 1 JANUARY 2005 0 O 8'MIN. ALUMINUM PLATE 0.125 THICK BOTH SIDES NTH a4 (9)1/4'x 7/6'SCREWS INTO EACH MEMBER a BEING SPLICED. NOTE:DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAY BE INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)1/4'SCREWS FOR 2 x 9.USE 0.25' THICK PLATE AND(16)1l4'SCREWS FOR 2 x 10. o CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED' ILOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" EXPOSURE CATEGORY B C B C B C B C 8 C :LF-MATING BEAMS 2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 13'-0" 11'-2" 11'-11" 10'-2" 11'-0" 9'-5" 1 10'-3" 8'-10" 2 x 5 x 0.050 x 0.100 17'-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 12-11" 11'-1" 12'-1" 10'-4" 2 x 6 x 0.050 x 0.120 20'-6" 17'-7" 18'-4" 15'-9" 16-9" 14'-5" 15'-6" 13'-4" 14'-6" 12'-5" 2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 15'-0" 16'-4" 14'-0" 2 x 8 x 0.072 x 0,224 32'-7" 2T-8" 29'-1" 25'-0" 26'-7" 22'-10" 24'-7" 21'-1" 23'-0" 19'-9" 2x9x0.072x0.224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 24'-8" 28'-7" 22'-10" 24'-11" 21'-4" 2 x 9 x 0.082 x 0.310 40'-0" 32'-11" 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" 2 x 10 x 0.092 x 0.369 46'-3" 37'-9" 41'-7" 35'-1" 38'-0" 32'-7" 35'-2" 30'-2" 32'-11" 28'.3- AP EXTRUSIONS 2 x 2 x 0.044 x 0.044 T-10" 6'-4" T-3" 5'-11" 6'-10" 5'-6" 6'-6" 1 5'-3" 6'-2" 5'-0" 2 x 3 x 0.045 x 0.045 10'-9" 8'-9" 9'-11" 8'-1" 9'-4" 7'-7" 8'-11" I T-3" 8'-6" 6'-11" 1LOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. :LF-MATING BEAMS 2 x 4 x 0.044 x 0.100 13'-7" 11'-4" 17-2" 10'-2" 11'-1" 9'-3" 10'-3" 8'-7" 1 9'-7' 8'-0" 2 x 5 x 0.050 x 0.100 16'-0" 13'-4" 14'-4" 11'-11" 13'-1" 10'-11" 12'-1" 10'-1" 11'-4" 9'-5" 2x6x0.050x0.120 19-2" 16'-0" 17'-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" 11'-4" 2 x 7 x 0.055 x 0.120 21'-8" 18'-1" 19'-4" 16-2" 17'-8" 1 14'-9" 16'-4" 13'-8" 15'-4" 12'-9" 2 x 8 x 0.072 x 0.224 30'-5" 25'-5" 27'-3" 22-9" 24'-10" 20'-9" 23'-0" 19-2" 21'-6" 17'-11" 2 x 9 x 0.072 x 0.224 32'-11" 27'-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19'-5" 2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 33'-5" 27'-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" 2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29'-7" 32'-11" 27'-5" 30'-9" 25'-8" IAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 8'-4" T-5" 7'-9" 6'-8" T-3" 6'-1" 6'-9" 5'-7" 6'-3" 5'-3" 2 x 3 x 0.045 x 0.045 11'-6" 9'-8" 10'-4" 8'-T 9'-5" 7'-10" 8'-9" 7'-3" 8'-2" 6'-10" OTE:ALUMINUM BEAM ALLOY SHALL BE 6063•T6.PURLINS,ANGLES AND CHANNELS ALLOY HALL BE 6063-T5.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES. �i y� b PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS DRAWING EFFECTIVE I JANUARY 2005 y 4 LL V y R Ob CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED' LLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS- <= 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" 1 T-0" 8'-0" T-MATING BEAMS 2 x 4 x 0.044 x 0.100 18'-11" 16'-11" 15'-11" 15'-2" 14'-1" 2 x 5 x 0.050 x 0.100 22'-3" 20'-10" 19'-3" 17'-T 16'-6" 2 x 6 x 0.050 x 0.120 26'-9" 23'-11" 21'-9" 20'-2" 18'-10' 2 x 7 x 0.055 x 0.120 31'-4" 28'-0" 25'-10" 1 24'-2" 22'-6" 2 x 8 x 0.072 x 0.224 42'-4" 37'-11" 34'-6" 31'-11" 29'-11" 2 x 9 x 0,072 x 0,224 45'-10" 40'-1 V 37'-4" 34'-7" 32'-5' NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063•T6.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0,082 x 0,310 52'-0" 46'-6" 42'.5- 39'-3' 36--g- SHALL SE 6063-75.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES, 2 x 10 x 0.092 x 0.369 55'-0" 54'-2" 49'-4" 45'-8" 42'-9" AP EXTRUSIONS 2x2x0.044x0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3x0.045x0.045 13'-11" 1 12'-11" 11'-11" 11'-1" 1 10'-4" E:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. LLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS- < = 150 M.P.H. LF-MATING BEAMS 2x4x0.044x0.100 20'-8- 18'-6" 1T-4" 16'-7" 15'-4" 2 x 5 x 0.050 x 0.100 24'-3" 22'-9" 21'-0" 19'-2" 18'-(" 2 x 6 x 0.050 x 0.120 29'-2" 26'-1" 23'-9" 22'-0" 20'-7" 2 x 7 x 0,055 x 0.120 34'-2" 30'-7" 28'-2" 26'-4" 24'-T 2 x 8 x 0.072 x 0.224 46'-2" 41'-4" 37'-8" 34'-10" 32'-8" 2 x 9 x 0.072 x 0.224 50'-0' 44'-8" 40'-9" 37'-9" 35'-4" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063.76.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0.082 x 0.310 56'-9" 60'.9" 461.3" 42'-10" 40'-1" SHALL BE 6063.75.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES. 2x10x0,092x0.369 60'-0" 59'-1" 53'-10" 49'-10" 46'-8" IAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 1 8'-10" 8'-5" 8'-0" 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 1 11'-11" 11'-1" 10'-4" TE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. ANSOM WALL DETAIL -SELF-MATING BEAM SLOPED OR FLAT �i O 2x211x2 COMPOSITE O SHAPE TOP AND BOTTOM O O O O ORT HOST STRUCTURE N PER TABLE. PATIO/POOL SCREEN ENCLOSURES DRAWING 4 OF 5 1X HEIGHT) )CATION REVISIONS ITER. )IDITIONS DRAWING EFFECTIVE 1 JANUARY 2005 ,BED ON M SIZE. SCREW ING AT O SUPER O GUTTER CREWS AT 0 IANNEL PRESSURE TREATED 0 BLOCKING AT EACH 1 > EWS AT STRAP LOCATION 1 PITO POST UTTER. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. ALLOWABLE SPANS FOR CARRIER BEAM W/SOLID &SCREEN ROOF SOLID ROOF SPAN=8'-0" : EXP B : UP TO 150 M.P.H. SCREEN ROOF SPAN 20'-0" 24'.0' 28'.0" 32'-0" 36'-0" 40'-0" SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6' 9'-2" 2 x 7 x 0.055 x 0.120 12'-9" 12'-3' 11'-8" 11'-2" 10'-9" 10'-4- 2 x 8 x 0.072 x 0.224 0'-4"2x8x0.072x0.224 16'-9" 16'-2" 15'-8" 15'-3" 14'-10" 14'-6" 2 x 9 x 0.072 x 0.224 18'-5" 1T-9" 1T-2" 16'-8 16'-3" 15'-9" 2 x 9 x 0.082 x 0.310 20'-0" 19'-4" 18'-8" 18'-2' 17'-8" 17'-3" 2 x 10 x 0.092 x 0.369 22'-11" 1 22'-2" 21'-5" 20'-10" 1 20'-3" 19'-9" SOLID ROOF SPAN=12'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 10'-4" 9'-11" 9'-6" 9'-2" 8'-10" 8'-7" 2 x 7 x 0.055 x 0.120 11'-8' 11'-2" 10'-9' 10'-4" 10'-0" 9'-8' 2 x 8 x 0.072 x 0.224 15'-8" 15'-3" 14'-10" 14'-6" 14'-1" 13'-7" 2 x 9 x 0.072 x 0.224 1T-2" 16'-8" 16'-3" 15'-9" 15'-2" 14'-9" 2 x 9 x 0.082 x 0.310 18'-8" 18'-2" 17'-8" 17'-3" 16'-10" 16'-6" 2 x 10 x 0.092 x 0.369 21'-5' 20'-10" 20'-3" 19'-9" 19'-4" 18'-11" SOLID ROOF SPAN 16'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1" 2 x 7 x 0.055 x 0.120 10'-9" 10'-4" 10'-0" 9'-8" 9-4" 9'-1" 2 x 8 x 0.072 x 0.224 14'-10" 14'-6" 14'-1" 13'-7" 13'-2" 12-10" 2 x 9 x 0.072 x 0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3' 13'-10" 2x9x0.082x0.310 17'-8" 17'-3" 1 16'-10' 16'-6" 16'-2" 15'-9" 2 x 10 x 0.092 x 0.369120'-3" 19'-9" 1 19'4" 18'-11" 18'-6" 18'-2" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6W3-TB WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. b q� �g S PATIO/POOL SCREEN ENCLOSURES DRAWING 5 OF 5 fn REVISIONS W DRAWING EFFECTIVE 1 JANUARY 2005 ] r 0 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. Page 1 of 1 Graham Shirley From: Clemons, Malcolm Sent: Friday, October 07, 2005 2:05 PM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: Final Inspection Donna, Checked &found OK -Malcolm From: Kaluzniak, Donna Sent: Thursday, October 06, 2005 10:37 AM To: Clemons, Malcolm Subject: FW: Final Inspection From: Cunningham, Kerri Sent:Thursday, October 06, 2005 10:23 AM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Subject: Final Inspection Jeremy with Bestcon has requested a final CO inspection for: 721 Paradise Lane. Permit#04-29288&810 Paradise Lane, Permit 05-29550 He can be reached at 509.0159. Thank you, Kerri 10/7/2005 CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: Owner: Construction Type: WOOD FRAME Use-Classification: SINGLE FAMILY Permit Number: . Date: `OON C. FORD, C.B.O. _ Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compiance with the various ordinances of the City regulating building construction or use. For the fdkrwing: Address: Owner: Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: Date: DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 c' Application Number . . . . . 04-00029288 Date 1/31/05 Property Address . . . . . . 721 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1695RAD/2717SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 309428 Owner Contractor ------------------------ ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 -------------- -------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1090 . 00 Plan Check Fee 545 . 00 Issue Date . . . . Valuation . . . . 309428 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 42 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 12 .22 AB CONSTRUCTION SURCHARGE 1 . 35 STATE RADON SURCHARGE 8 . 05 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 590 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1090 . 00 1090 . 00 . 00 . 00 Plan Check Total 545 . 00 545 . 00 . 00 . 00 Other Fee Total 2307 . 04 2307 . 04 . 00 . 00 Grand Total 3942 . 04 3942 . 04 . 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 M PROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Y. MQI-v at. c BUILDING OFFICIAL 0 s s7 CITY OF ATLANTIC BEACH �VA BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: I Job Address: / © L nc Owner of Property: Address: Telephone: Legal Description: Block Number: Lot Number: Zoning District: Pu n Contractor: hQ16 State License,Number: C U)0?331U A Contractor's Address: Telephone: Telephone: ,_r� -yl` ax: Describe proposed use and work to be done: S Present use of land or building(s): nO n ; Valuation of proposed construction: O(O 9 Is approval of Homeowner's Association or other private entity required? NO If yes, please submit with this application. Will thia,project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ff NO. Applicant certifies that no change in site grade or fill material will be used on this project. y,, 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 1/14/03 1. 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 thattlo�l o rovided with this 'tion is correct. � Lim 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 beingtrue rrect 6­1and t7thepl supporting data have been or shall be provided as required iSignature of Contractor: Date: /J516V Address and contact information of person to receive all correspondence regarding this application (please print). Name: brw krdrq - — -1 . . . /I f Mailing Address: Telephone: A6 31u Fax: ©C E-Mail:_Kfl t&l 2!i bk1 AS TO OWNER: Sworn to and subscribed before me this day of 10 1 ,20L 4fAval State of F,�d!l'i� t i %-407; , OMM/gs�••. ]f . 04�'9 • Notary's Signature: � a rie 2ovg y:r0 ersonally known ,�•3r¢� � ❑ Produced identification 40 0 0,�P Type of identification produced AS TO C�Np4�\��♦ Sworn to and subscribed before me this day of _,2 t 20 �' State of Florida,Our;9f]p�tval y � ♦���0!A �� Q 0 0 com ' Notary's Signature: • 4, 4 ` � 94ersonally known o a•g �g .r•� ❑ Produced identification �•m, 't / '2 m i. -�. ��4e y ©� Type of identification produced C' q .4s-10 • ♦ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 ,e T 7i Q,F� ae: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.itlantic-beach.fl.us Page 2 / 1 / g! Revised 1/14/03 s' CITY OF ATLANTIC BEACH ,aF"+46zy, FLOOD PLAIN DEVELOPMENT INFORMATION Location: �a ) krad62, Z-Ore—, Type of Development: .NCIAI Si nale- m d--d w 11(Irl 4 Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ord' ance a ecting the pro development. w � — 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 Jaa•12. 2005 I2:52PM BESTCON, Inc. No•0866 P. I FROM :CLARSON & A55OCIRTES FRA NO. :904 3% 2633 Ta,,. 12 2000 iO:57AM P2 MAP SHOWING PLOT PLAN OF LOT 32, AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORM0 IN PLAT SOO1<57,PAGES3ITFIROUW%Wf TME PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: REGTDON- INC. NO R : BEARING SMONPL ON RMT-7&-WAY L REON IS IME SAME AS SHOWN ON TM ABOVE MENTIONED PLAT, LEGEND. Lo7" A eEA ; 8, 113 54, J c r QY (Mp69V1ou5 AgEA : Z, 85'5 s0, Fr OAK D t S� © rfm OAK �, -ML P MAN -V CAW wmxe CrulPwm TM MTRA£ 1MW CJ/E7NY Moo MMAC yOlt �5; 76083 v f V.� � �3. b �LaL J �.' `�•� � w 1 \ � 2Ct ') (17 O J J ELS puMP ' X083 CN— 39.22 3.40. R�6t.5O' L..39-9` oFH•SirE A3.eKiNFj OLrL7Ar37-11*31" Wit/!:N JyVeET RI GN7'-,o/r�NJA Y PARADISE LANE (PRIVATE VARIABLE WIDTH R/W) TYPE "C" DRAINAGE �Li-► 114k LOT SWO HEREON APPEARS TO to%Tft ILOW YCIIE X AS S M ON THE AbM NMOCE RATE PREPARED \Yt W.COWUMRY PANEL Na t2oo7D- RED . DATO 4-17-49L MARSON Amo ASSOCIA7`ES. INC. rWUPLSWONAL LAND SURVEYORS DATE SEPTEMBER 17 , 2004. 1".3 NA1.0O AVENUE. SCALE l' m 20' JACMNVILlE. R.. 32207 LL Received Time Jan•12. 12:07PM NOTICE OF COMMENCEMENT Building Permit No. _ `Tax Folio No. DooE- 12111 Page 762 STATE OF FLORIDA COUNTY OF DUVAL 10105-5 (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 1'13, 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 32 PARADISE PRESERVE, according to the plat thereof, as recorded in Plat Boole 57;. pages 31, 31A,31B, and 31C, of the Current Public Records of Duval County,Vlorida 2. General Description oflmprovements: Doe# 2004340695 Construction of a single family residence. Hook: 121 11 Page: 762 Filed B Recorded 3. Owner Information: 10/25/2004 02:01:03 PM a. Nance anti address: JIM FULLER '3estcon;Inc. CLERK CIRCUIT COURT .1484 Laurel Way DUVAL COUNTY RECORDING # 5.00 Jacksonville,Florida 32233 TRUST FUND # 1.00 COPY FEE # 1.00 CERTIFY # 1.50 �;� b. Interest ir.property: REC ADDITIONAL # 4.00 01 Fee simple. �u C. Name and address of fee simple titleholder(if other than owner): I C' 4. Contractor: (name and address) p, aestcon,Inc. 1484 Laurel Way facksonville,Florida 32233 S. Surety: a. Name and address: b. Amount of bond$ 6. Lender Information; a. Name and address: SunTrust Bank 76 South Laura Street Jacksonville,FL 3220.2 b. Designated Contact: Tee Barley 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 (1)(a)7., Florida Statutes: (Nance and address) Lynn Vermilya SunTrust Bank, 76 South Laura Street Jacksonville,FL 32202 8. In addition to him.;elf, Owner designate Tee Barley 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 o, Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a,different date is specified). Other expiration date: April 1.8,2006 B ' TCO 7VC. y " DEPARTMENT OF PUBLIC WORKS r 1 f 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 •+ Y" Y nn TELEPHONE: (904)247-5834 k f RAX:(904)247-5843 ="�J SUNCOM: 852-5834 http:l/ci.atlantic-heach.tl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: VDSSfiCON )N C. Address: 7 2 P�9 AD)S 1 LANE �Iroject:. Ntw S )NGLt FAMILI V 0 �L1N u Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: IlIATee-e .se-:- !aY T.5es A-ey A,'6411 -a/E' C44A) Q 01 Gl('�Z on, afZSIN 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 la'"'C . questions please call (904) 247-5834. Review by Donna Kaluzniak,Public Utilities Director Date Signature / Contractor Notified Date / i� a3I6y DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE 1S .. ATLANTIC BEACH,FLORIDA 32233-4318 °Szy TELEPHONE: (904)247-5834 > FAX:(904)247-5843 '� S) SUNCOM: 852-5834 J - http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0 4 - 2 q 268 Applicant: B t S T CO N I N C Address: 721 LANt Project: N�%N 51NGLt FNIL-1 DNNELQV� ❑ 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: Provide drainage plans . Provide erosion and sediment control plans with details . Provide stormwater calculations for impervious areas. Prior to issuing building permits for individual lots, a Certificate of Completion is required for publicly owned and maintained improvements (water and sewer) . City of Atlantic Beach Land Development Regulations Sec. 24-235 lists requirements for issuance of Certification of Completion. 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. Reviewe b Carper, P.E., Public Works Director Date � ? Signature Contractor Notified Date Q I ,X/ S�=L1r CITY OF ATLANTIC BEACH D. Fors fv' BUILDING / ZONING DEPARTMENT I s 1 " ' 800 Seminole Road Doerr Atlantic Beach. Florida 32233 (904)247-5800 rr ;fir (904)247-5845 Fax PLAN REVIEW COMTVIENTS Permit Application # 04 - 29 288 Property Address: 72-) PARAi>15f LAN Applicant: U 61 CO N INC. Project: Ntw 51NGL� TAmiLY 1J1N tt,1NCr This p rmit application has been: Approved Reviewed and the following items need attention: i i i Please re-submit your application when these items have been completed. Reviewed By: Date: �gins rt, syr CITY OF ATLANTIC BEACH J BUILDING / ZONING DEPARTMENT Doerr tj 800 Seminole Road Atlantic Beach. Florida 32233 .�+ (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 64 - 20203 ' Property Address: 72,1 'PA gA 171 S E t AN� Applicant: g t ST cflN INC . Project: NIEW SAN GL�- FAM'1I,Y PWf tL11J G This permit application has been: Approved C7 Reviewed and the following items need attention: r r 1 Please re-submit your application when these items have been completed. Reviewed By: Q -- r. I,, Date: /- 3 �- 0 J CITY OF ATLANTIC BEACH f PERMIT CALCULATION SHEET s� Date: Address Z oe,4 p f j C L Aj- - ",C v J Heated Square Footage "?/ @ $ O per sq ft= $ 2 7 t/ /VS- Garage/,-Shed y @ $ per sq ft= $ -16 �7 0 � Carport Porch Y @ $ 3 2,o per sq ft = $ �� b Deck @ $ per sq ft= $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 3 0 Y 2 o Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: f�V 0 + 1/2 Filing Fee $ FLOOD ZONE: �_ (0) Fireplaces @$35.00 $ _ o IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ -6'?o SEWER IMPACT FEE $ z J-0 WATER METER/TAP $ PT- CAPITAL IMPROVEMENT$ SEWER TAP $ C (149ST RADON HRS .0050 $ SECTION H PAVING( ) $ CROSS CONNECTION $ ,?S ST(�-ff 7) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: ---------------- DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 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 2" Drinking fount ' emaker Yz 1 Floor drains 2 Hose bib 1 L Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder and/or dishwasher L 2 Z Laundry tray(1 or 2 compartments) 2 Lavatory 1 -3 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS-- MULTIPLIED NITS=MULTIPLIED X 20 TOTAL$ 1910 Ill. Energy Code Information: 1. Is the current energy code forst completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓No N/A AND DETAIL-(FBC 104.2.1) 3. "the"R"value between common walls shown? Yes No N/A 9.11(FBC 13-602.1.ABC.1.1) �^ 4. Is the"R"value for added insulation on exterior walls shown? Yes✓No N/A PLANS EXAMINER: DAA I'0 dZjP DATE: 1 � 3�' O J 5. Is the"R"value for ceilings shown? (FBC 13-6M.LABC.1) Yes✓No N/A 6, Is the"R"value for raised floors shown? (FBC 13-605) Yes d No N/A.", OWNER: L S T C O N JOB ADDRESS: 7 2 I .04f f- tsic C N- 7. Are Energy Credits Claimed? Yes,/No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes✓No N/A CONTRACTOR: 13 03 TCO^) PHONE NUMBER: 2 V"la-3 ?tl/Z B. White Roof Credit (FBC 13-607.1.A.5) Yes ✓No NIA C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes 6,/No NIA (CIRCLE) I. Survey: IV Foundation Plan I. Is a specific purpose survey submitted? Yes IN. NIA 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes✓No N/A Column pads and concentrated loads? Yes✓No N/A 3. Are existing grade elevations shown for structures located ✓ 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes>/No NIA in an"A"or"V zone? Yes No N/A 3. Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes NoN/A 4, is minimum concrete PSI shown? Yes✓ No N/A 5. Is property in a flood way? Yes No N/A✓ 5. Is slab reinforcement shown? Yes No N/A 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? Yes No NIA✓ 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 N/A I. Are plans sealed by architect or engine( Yes✓No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes✓ No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct winds shown? (FBC Figure 1606 Yes✓No NIA P� 8 ) Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes / No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes✓No NIA 10. lfpile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes✓No N/A (FBC 1805.1) Yes No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes-'O'N. N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yea✓No N/A 1. Is finished grade shown? Yes✓No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? i Yes✓No N/A stories and allowable area? Yes✓No N/A A. Minimum 8"above adjacent grade.`?- Yes s/ o N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes,y No N/A for structural elements? Yes s/ No NIA C. Base flood elevation? Yes�/No N/A 9. Are plans designed per SSTD 10-99? Yes No N/A--' 3. Is minimum footingdepth beneath finished A. Are all appropriate charts and tables shown? Yes No N/A✓ P grade shown? Yes�/ No N/A B. Are all appropriate requirements circled orhighlighted? Yes No N/A t� (FBC l foots.3) aPP oP W 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✓No NIA Construction in High Wind Areas"? Yes NoNIA ✓ 6. Is vertical reinforcement shown? Yes No N/A V-'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 N/A✓ 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No NIA✓ High Wind Areas? Yes No N/A./ C. Is exterior wall insulation shown? Yes No N/A y A. Are all appropriate charts and tables shoum? Yes No NIA ✓ D. Is exterior wall finish shown? Yes No N/A✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A .✓ 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes `/No N/A B. Is exterior sheathing(type and thickness)shown? Yes t/No N/A A. Are all appropriate charts and tables shown? Yes r No N/A C. Are nailing requirements(size and spacing)shown? Yes sO"No N/A B. Are all appropriate requirements circled or highlighted? Yes `/No NIA (FBC Table 2306.1) D. Is exterior wall finish shotty? Yes '/No N/A I5. Does bedroom open directly into garage? Yes v***'No N/A E. Is interior wall finish shown? Yes./ No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes✓No N/A grade shown? (FBC 2304.2.5) Yes✓No N/A G. Are shear wall segments shown? Yes✓No N/A 17. Is Designer's name and address shown on plans? Yes✓No N/A A. Type of hold-downs shown? Yes 0/No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes✓No N/A and FBC 1012.1.5? Yes V1 No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes✓ No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes✓No N/A requirements of FBC 1203.1? Yes V/No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes t/No N/A wind load requirements for components and cladding per FBC 1606? Yes No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes No N/A✓ 1. Rafter size shown? Yes No N/A✓ 22.. Are stair details shown? Yes Vo'No N/A 2. Species of lumber shown? Yes No N/A V' A. Is minimum stair width shown? (FBC Table 1004) Yes y-No N/A 3. Grade of lumber shown? Yes No N/A✓ B. Are tread and riser sizes shown? (FBC 1007.3) Yes VNo N/A / C. Type of roof sheeting shown? Yes✓No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes I No NIA D. Are required landing shown? (FBC 1007.4)? Yes ,-14o N/A 2. Grade of roof sheeting shown? Yes r/No NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes ✓No N/A 3. Nailing pattern of roof sheeting shown? Yes s/ No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? q engineering.) r, (May require en ineerin .) Yes No N/A D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes, No N/A 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✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes V No NIA 2. Attachment of tile roof shown? Yes No N/A✓ 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 V/No N/A 3. Other roof covering and attachments shown? Yes No N/Al-' 26. Are all lintel and beam details shown? Yes V/No NIA / F. Length of roof overhang shown? Yes./N. N/A 27. Are engineering details provided for butt glass? Yes • No NIA s/ G. Type of soffit and fascia shown? Yes VNo N/A H. Attic ventilation shown? Yes No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes No N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type andag uee of eave metal shown? Yes✓No N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes V No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and coynections? Yes No NIA✓ application? Yes✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes V 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 VNo N/A of lumber? Yes No N/A✓ 6. Are all vertical reinforcements shown? Yes t/No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes /No N/A pattern? Yes✓No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes VNo N/A 9. Is required attic access shown? Yes V/No N/A 10. Are all plumbing fixtures shown? Yes: JNo N/A V111. Floor Framing. 11. Are all electrical fixtures shown? Yes�/ o N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes vNo N/A uplifts and connections? Yes✓No N/A A. Is air handler and condensor location shown? Yes VNo 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 �No N/A Have a 29"net clear door opening and handicap accessible / route? (FBC II-1l) Yes✓No N/A FROM :CLARSON & ASSOCIflTES FAX NO. :904 396 2633 Oct. 04 2005 01:01PM P2 MAP SHOPPING BOUNDARY SURVEY OF LOT 32 AS SHOWN ON MAP OP PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL- COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE-X- AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001 0 , DATED 4-17-89, ELEVATIONS SHOWN THUS: ( ) REFER 7*0 THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: •_� FOUND 1L2" IRON (LB 1704) O SET 1/2- IRON (LB 1704) RJW RIGHT OF WAY PI POINT OF INTERSECTION PT POINT OF TANGENCY BRL BUiWiNG RESTRICTION LINE CH CHORD DISTANCE R RADIUS L ARC LENGTH F.F. ELEV. FINISHED FLOOR ELEVATION UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST • 55.OA S77-0B,j',E a�(L LOT 32 '�-�.� �f$41 9'S 6 / cobFRED ^ hti 1z.� 1 1 2s o; CONCRETE y PA 710 t / 19.2' ��. TWO STORY j r FRAME (v RESIDENCE / N 18" EAVES ^ A ADS� O jib,. #721 lJ \\ F.F. ELEV.=(9.93) O \ s CONCRETE--\ �zSTOOP �p v ,A N - ` \ ENTRY l �J O. o. ��� colacrri'Tt 2 DRIVEZo > N 5944 PC s 41 3s.22' ��`60� R�61,50' L.�gY92 08 .�l''•- j �lt`l,r��\` ` CITY OF ATLANTIC BEACH . 3L 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029288 Date 4/19/05 Property Address . . . . . . 721 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1695RAD/2717SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 309428 Owner Contractor ------------------------ ------------- ------- ---- 13ESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ----------------------------------------------- ------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW ELECTRIC 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING WDES. BUILDING OFFICIAL 0419/2005 09:46 7268117 PAGE 01 CITY OF ATLANTIC BEACH 'J ELECTRICAL PERMIT APPLICATION Date: cifA"? D Property Address: 7& �•S� A.arK 'e- Owner: �f rgcrn Telephone#: s�4�-3 Contractor: ,r W nie : C LIG -�'+� Telephone#: 7.1d- *11Af, Contractor Address: *f0f. �►+® • S f• C7• _ Fax In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said workin 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 active listed therein. Swing: BQ!jWng Type: ❑ Trailer Se ce; f other —construction is or New W, Residence 0 Temp. rNew WAS done on this building ❑ Old O Commercial CI Signs ❑ Increase o�.;u,fist the ba;idiaa ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size ,j AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT. " WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent A M.V. .Fixed 0.t OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P- PHS LMRWV w Transformers NO. KVA NO. KVA No.Neop_Tzautsf Ea.-Sign Miscella ceous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-3800- Fax: (904)247-5845- bttp://www.cLaOsetic-beacb.[Lus `T CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J . :; ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 jilt Application Application Number . . . . . 05-00030920 Date 8/08/05 Property Address . . . . . . Tenant nbr, name . . . . . . IRRIGATION Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON H2O MANAGEMENT, INC. 3731 C.R. 220 ATLANTIC BEACH FL 32233 MIDDLEBURG FL 32068 (904) 282-6413 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/08/05 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904 . 247 . 5839 . 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. V(N)Ma' e A BUIL ING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION lk S7 Oct Date: Property Address: Owner: � �S-�C1z - Telephone#: ay& Contractor: Telephone#: a- �=3 e Contractor Address 3?3/ G.t2 m Fax#: • 8a -Coves 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 Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= S-69. C9 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http:llwww.ci.atlantic-beach.fl.us C C r PARDISE PRESERVE A j cc (F0RNZALr DUB TON ROAD/C)MAM ROAD) Q cc UTTO r rsL,4ND DJ;UVB (ss" BIT) x'Ft,10r ".A"-%, TXAOT Na• poltfi�afi-eEGtNNirr4 C � � n r. B u STREET NAMES t4 AND ADDRESSES �OD �{ �� � �� i N G31gt M APPROVED BY: i s . P.ARA,01.92 emczz P! FCR; CITY OF A 0 � 0 q0 X66 ... } BEACH q? q Tcr a 1 � ATLANTIC �jo is tz It to s a PARAAWN LArrrrh co r AN v 6AXr 3 a 33 0 29 28 lit ti F295 24 2S l., u �Y4 PAztADIYZ X."Jr DATE: 1-27-2004 • k E SCALE: 1'' - 150' z 99 � �{,p 1Z '�4 .4� .fig° 8 3'9 40 41 i 4,2 43 , 44 5 46 47 "• CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029288 Date 2/15/05 Property Address . . . . . . 721 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1695RAD/2717SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 309428 Owner Contractor ------------------------ ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 18 FIXTURES Sub Contractor DON HARRIS PLUMBING Permit Fee . . . . 161 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ff IL `� 6k.::� ` - 10K BUILDING OFFICIAL CITY OF ATLANTIC BEACH �s s� APPLICATION FOR PLUMBING PERMIT 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 Job Location: Owner of /Property: Tele hon P Y P PlumbingContractor: J1 � v �'� ' i:o Contractor Address: State License Number C ( ( W_(? Telephone: How many of the following fixtures: ®/ew or ❑ Re-Piped 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) OTHER Minimum Permit Fee: $35.00 /6 Total Fixtures: 1'4��x $7.00 + $35.00 = Signature of Owner: Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 CITY OF ATLANTIC BEACH �J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029288 Date 2/15/05 Property Address . . . . . . 721 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1695RAD/2717SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 309428 Owner Contractor - --- --------------------- ----------------------- BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ----------------------------------------------------------------------- ----- Permit . . . . . . PLUMBING PERMIT Additional desc 18 FIXTURES Sub Contractor DON HARRIS PLUMBING Permit Fee 161 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 '^ PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J e` �J C� rt, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD jh ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Jif1�r' Application Number . . . . . 04-00029288 Date 4/19/05 Property Address . . . . . . 721 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1695RAD/2717SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 309428 Owner Contractor -- ---------------------- ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC . 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------- ------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor CHAPPELL HEATING & AIR Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES, 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. 1. Street Address: '7 r 3 Z-Al LOCATION OF Intersecting Stre a s:Betwe n And BUILDING Sub-division 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 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 ngig listed therein. Name of Mechanical Q Contractors C O O Q a Contractor Print Muster D Name of Property Owner 4 Signature of Owner Signature of Or Authorized Agent �� Architect or Engineer II1. GENERAL INFORMATI A. Type of heating fuel: B. If Electric IS OTHER CONSTRUCTION BEIN11DONE ON THIS ❑ Gas: _LP ('�(�/ _Natural _Central Utility BUILDING OR SITE? �/ ''7 O Oil `'� 1 2 O Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED 0 Residential or Commercial If New Building (Provide complete list of components on back of this form) O Existing Building • Heat _Space _Recessed _Central Floor O Replacement of existing system (i Air Conditioning: Room 1Centr A New Installation(No system previously installed) W Duct System: Material Thickness O Extension or add-on to existing system ❑ Refrigeration Maximum capacityZ ZQO cfm O Other- Specify O Cooling tower: Capacity ttpm (3 Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ ManliR_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks O LPG containers (Number) ❑ Unfired pressure vessel Permit Approved b pate O Boilers pp y O Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons A enc v,J R l7Z z oe HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU Agency '00U t' Yz V L U TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency